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Specifications (6) BU P2005-00087 CLEAN WATER SERVICES 16580 SW 85T" AVE hattll/kbvi ( ,t July 28, 2005 ,14 • , ` {.f = CITY OF TIGARD Clean Water Services OREGON Randy Naef 16060 SW 85th Ave. Tigard, OR 97224 RE: - CLEAN WATER SERVICES-INLLUENT PUMP STATION Project Information Building Permit: BUP2005-00087 Construction Type: II-B Tenant Name: Clean Water Services Occupancy Type: F 2 Address: 16580 SW 85th Ave Occupant Load: 2 Area: 22,082 Sq Ft Stories: 2+basement The structural plan review was performed under the State of Oregon Structural Specialty Code(OSSC)2003 edition; structural review done by Miller Consulting Engineering and FL&S reviewed by this office.The submitted plans are approved subject to the following conditions. 1. Special Inspection: Special inspection is required for items listed on Miller Consulting review document#3 dated 7126105 item#44& 45(attached).The special inspection agency of record shall furnish inspection reports to MWH Americas, Inc,the Engineer of Record,the General Contractor, and the City of Tigard, Building Division, attention Hap Watkins. All discrepancies shall be brought to the immediate attention of the general contractor for correction. The special inspector shall submit a final signed report stating whether the work requiring special inspection was,to the best of the inspector's knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the code. 1701.3 OSSC 2, Deferred submittals shall be submitted 10 days prior to construction/installation for review and approval by this office. Deferred submittals such as Fire Alarm,Fire Sprinkler, Truss Joist Shop Drawings, etc, will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred. The minimum fee shall be $200.00. Deferred Items Include: * Items as listed on Structural plan review#3 responses from Miller Consulting; Item#'s ; 2 thru 12 & 22. 3. The Fire Life Safety Review was completed and the plans are accepted as submitted with the following noted item. 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 Portable fire extinguishers shall be installed in the following locations"example Special-hazard areas, including but not limited to laboratories, computer rooms and generator rooms," or where required by the fire code official. IFC 906.3 (Eric McMullen 503.612.7010) 4. American with Disabilities Act(ADA): It shall be the responsibility of the Architect, Engineer,Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC which may not include all of the requirements of the ADA. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy 109.1 OSSC Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard,Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, leenz,'el, —' Senior Plans Examiner,FL&S Review de ..., / - 1 Miller Consulting, Structural Review Brian Blalock- Plancheck_3_7-26-05.doci----_-� --__- --_^_- -_-~`--�-_�--_ Page 1 I DURHAM FACILITY PHASE &EXPANSION CITY OF TIGARD CITY OF SW 85TH AVENUE 13125 SW HALL BLVD. J y 26, 2005 TIGARD, OR 97223 SHEET 1 OF 4 l MCE Project#050230 STRUCTURAL PLAN REVIEW#3 Plans Dated 4/11/2005 s Correction Item Page No. Comments Made No. Completed 1 Drawing 000-GA-001 Minimum design snow load for State of Oregon is 25 P.S.F. Submit 5-6-05 revised calculations as required. Deferred 2 Drawing 000-GA-002 Provide calculations and details for connections of materials noted. submittal Details 1, 2, 3, 7, 9, 5-6-05 11 and 12 Deferred 3 Drawing 000-GA-003 Provide calculations and details for connections of materials noted. submittal Details 1, 4, 5, 5A, 5-6-05 6,7,9,12,13,14, and 15 Deferred 4 Drawing 000-GA-004 Provide calculations and details for connections of materials noted. submittal 5-6-05 Details 1, 2, 3, 4, 5, 6, 9, 10, 12 and 13 Deferred 5 Drawing 000-GA-005 Provide calculations and details for connections of materials noted. a: submittal Details 4, 6, 7A, 7B, 5-6-05 8, 9, 10, 11, 12, and 13 Deferred 6 Drawing 000-GA-006 Provide calculations and details for connections of materials noted. submittal Details 1, 2, 4, 6, 7, 5-6-05 8, 9, 10 and 11 Deferred 7 Drawing 000-GA-008 Provide calculations and details for connections of materials noted. submittal Details 1, 2, 3, 4, 5, 5-6-05 6, 7 and 8 Deferred 8 Drawing 100-A-007 Provide calculations and details including snow load and wind uplift for submittal removable translucent skylights. 5-6-05 Deferred 9 Drawing 100-A-016 Provide calculations and details for connections of veneer for seismic submittal Section 2 and wind loading. 5-6-05 Deferred 10 Drawing 100-A-016 Provide calculations and details for siding and furring for wind loading. submittal Section 3 5-6-05 Deferred 11 Drawing 100-A-019 Provide calculations and details for connections of metal panel wall submittal Section 14 system over sheathing over metal furring for wind loading. 5-6-05 Deferred 12 Drawing 100-A-019 Provide calculations and details for connections of pre-cast concrete submittal Section 14 wainscot panels for seismic and wind loading. 5-6-05 05eted 13 Drawing 000-GS-001 Under masonry Ym=1900 PSI in structural calculations page 4 of 6 ' General Structural f m=1500 PSI. Clarify. Notes . , ,0(iii.igeS 6 c\s, *19,--"' ____ liA)C__ V 1 r te e, Brian Blalock-Plancheck_3_7-26-05.doc Page 2 1 DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD CITY OF SW 85TH AVENUE 13125 SW HALL BLVD. July 26, 2005 TIGARD, OR 97223 SHEET 2 OF 4 MCE Project#050230 STRUCTURAL PLAN REVIEW#3 Plans Dated 4/11/2005 Completed 14 Drawing 000-GS-001 Under design criteria, wind loads base wind speed(3 SEC-MPH) is 5-6-05 General Structural 85.0. State of Oregon has 100 as minimum. Revise calculations and Notes and Structural details. Calculations page 2 of 6 Completed 15 Drawing 000-GS-011 Submit calculation and details for embedded late 5-6-05 p ��per beam size. Detail S-560 Completed 16 Drawing 000-GS-011 Submit calculations and details for beam sizes not noted on 5-6-05 Detail S-563 schedule. Completed 17 Drawing 100-5-027 Submit calculations and details for methods used to transfer lateral 5-6-05 loads from the roofs to walls. Completed 18 Drawing 100-5-027 Submit calculations, wind and seismic, for concrete block wall 5-6-05 between grids A and B and grids 2, plus and 5. Completed 19 Drawing 100-S-027 Submit calculations for roof members, beams and slabs, with snow 5-6-05 load including drifting. Completed 20 Drawing 100-S-027 Submit calculations and details for roof slab, with openings and 5-6-05 concrete block wall, between grids 2 plus and 5 and grids A and B. Completed 21 Drawings 100-S-027, Submit calculations and details for dormer roofs including truss 7/26/05 100-S-102 and bracing, column size, connections, girts and studs. 100-S-103 Deferred 22 Drawings 100-S-104 Submit calculations and details for segmental retaining walls. submittal and 100-S-105 5-6-05 Completed 23 Drawing 110-S-002 Submit calculations and details for top slab reinforcing steel. 5-6-05 Completed 24 Drawing 120-S-001 Submit calculations and details for wall and slab reinforcing steel for 5-6-05 the same loads as noted on MV-4. Completed 25 Drawing 120-S-001 Top plan 2: Detail S-516 noted. Clarify use for connection. 7/26/05 Completed 26 Drawing 140-S-001 Submit calculations and details for wall and slab reinforcing steel for 5-6-05 the same loads as noted on M1-5. Completed 27 Structural Snow: Ground snow load in Oregon is minimum 25 PSF. Clarify. 5-6-05 calculations, Page 1 of 6 Completed 28 Structural Seismic: Seismic Q.A. plan is required for this project, per Section 7/26/05 calculations, Page 1 1705 and 1707. of 6 Brian Blalock-Plancheck 3 7-26-05.doc Page 3 I DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD CITY OF SW 85TH AVENUE 13125 SW HALL BLVD. July 26, 2005 TIGARD, OR 97223 SHEET3OF4 MCE Project#050230 STRUCTURAL PLAN REVIEW#3 Plans Dated 4/11/2005 Completed 29 Structural Wind: Base wind speed -3 second for state of Oregon is 100 MPH. 5-6-05 calculations, Page 2 of 6 Completed 30 Structural Masonry: Special Inspection: Level 2 is required for Essential 5-6-05 calculations, Page 4 Facilities. Section 1704.5.3. of 6 Completed 31 Structural Special Inspection is required for structural steel construction, wall 5-6-05 calculations, Page 5 panels and mechanical and electrical components. of6 Completed 32 Structural Masonry: fm= 1900 is in conflict with calculations. Clarify. 5-6-05 calculations, Page 3 of 5 Completed 33 Structural Basic wind speed (3 sec. gust) = 85 MPH. State of Oregon is 100 5-6-05 calculations, Page A8 MPH. Completed 34 Structural Snow roof load in several flat areas to be ground snow load plus drift 5-6-05 calculations, Page load. Revise and re-submit loading, materials and connections. A10 Completed 35 Structural Snow drifting values not included in calculations. Revise and re- 5-6-05 calculations, Pages submit. 62, B3, B4, B5 and B7 Completed 36 Structural Shear walls#10 in calculations for R1 add back d,is short. Clarify. 5-6-05 calculations, Page B27 Completed 37 Structural Reinforcing steel noted in calculations not the same as noted on 5-6-05 calculations, Pages drawings. Clarify. B4-4, B4-5, B6-7, B6- ' 8, 67-2 and P13 Completed 38 Structural Is negative reinforcing steel required over supports?Clarify. 5-6-05 calculations, Page B5- 5 Completed 39 Structural Diagram notes 11.5 ft. for middle span. Drawing note 14.5 ft. Clarify. 5-6-05 calculations, Page B6- 10 Completed 40 Structural Diagram loads noted not the same as program output for same 5-6-05 calculations, Pages member. Clarify. K3, L3 and L14 Completed 41 Appendix A: Define periodic for the different inspections. 7/26/05 Schedule of Special Inspections Completed 42 Appendix A: Submit calculations and details for mechanical and electrical 7/26/05 Schedule of Special components for seismic bracing and connections. Inspections Brian Blalock-Plancheck_3_7-26-05.doc Page 4 DURHAM FACILITY PHASE &EXPANSION CITY OF TIGARD CITY OF SW 85TH AVENUE 13125 SW HALL BLVD. July 26, 2005 TIGARD, OR 97223 SHEET 4 OF 4 MCE Project#050230 STRUCTURAL PLAN REVIEW#3 Plans Dated 4/11/2005 Completed 43 Appendix A: Submit calculations and details for miscellaneous items for seismic 7/26/05 Schedule of Special bracing and connections. Inspections 44 General Special Inspection per Appendix A. (Ay,. \''(\r/5."" 45 General Structural observation for masonry per Sections 1705.2 and 1709. 46 General Submit one set of miscellaneous steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 47 General Submit one set of reinforcing steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 48 General Submit one set of steel truss shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 49 General Approved resolution of the above items shall be incorporated into submittal plans before a permit will be issued. Submit four (4) sets of revised plans to the City of Tigard building department. { APPENDIX A - SCHEDULE OF SPECIAL INSPECTIONS Required inspections and tests are described in the following "Schedule of Special Inspections", and in the individual Specification Sections for the items to be inspected or tested. 1. FABRICATORS A. Where fabrication of structural load-bearing members and assemblies is being performed on the premises of a fabricator's shop, the fabricator shall be registered and approved to perform such work without special inspection. Approval shall be based upon review of the fabricator's written procedural and quality control manuals and periodic auditing of fabrication practices by an approved special inspection agency. 2. STEEL CONSTRUCTION A. Welding inspection shall be in compliance with AWS D1.1. B. The Special Inspector shall perform an inspection of the steel to verify compliance with the details shown on the approved construction documents, such as bracing, stiffening, members' locations and proper application of joint details at each connection. C. Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications and IBC requirements. 1) While the work is in progress, the special inspector shall determine that the requirements for bolts, nuts, washers, and paint; bolted parts; and installation and tightening in such standards are met. 2) For bolts requiring pretensioning, the special inspector shall observe the pre- installation testing and calibration procedures when such procedures are required by the installation method or by the Contract Documents; determine that all plies of connected materials have been drawn together and properly snugged; and monitor the installation of bolts to verify that the selected procedure for installation is properly used to tighten bolts. For joints required to be tightened only to the snug tight condition, the special inspector need only verify that the connected materials have been drawn together and properly snugged. 3) Monitoring of bolt installation for pretensioning is permitted to be performed on a periodic basis when using the turn-of-nut method with matchmarking techniques, the direct tension indicator method, or the alternate design faster (twist-off bolt) method. Joints designed as snug tight need be inspected only on a periodic basis. 4) Monitoring of bolt installation for pretensioning using the calibrated wrench method or the turn-of-nut method without matchmarking shall be performed on a continuous basis. D. Cold-formed steel framing shall have the following special inspections: 1) Periodic special inspections during welding operations of elements of the seismic- force-resisting system. 2) Periodic special inspections for screw attachment, bolting, anchoring and other fastening of components within the seismic-force-resisting system, including struts, braces, and hold-downs. MWH -04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575—DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450-5 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION Inspection Verification And Inspection Continuous Periodic Referenced Standards Material verification of high-strength X Applicable ASTM material bolts, nuts, and washers: specifications; • Identification markings to conform to ASTM standards indicated in the Contract Documents. AISC ASD, Section A3.4; • Manufacturer's certificate of AISC LRFD, Section A3.3 compliance required. Inspection of high-strength bolting: AISC LRFD Section M 2.5 • Bearing-type constructions. X • Slip-critical connections. X X IBC 1704.3.3 Material verification of structural steel: • Identification markings to conform ASTM A 6 or ASTM 568 to ASTM standards indicated in the Contract Documents. IBC 1708.4 • Manufacturer's certified mill test reports required. Material verification of weld filler materials: • Identification markings to conform AISC, ASD, Section A3.6; to AWS specification indicated in the Contract Documents. AISC LRFD, Section A3.5 • Manufacturer's certificate of compliance required. Inspection of welding - Structural steel: • Complete and partial penetration X groove welds. `t 44, • Multi-pass fillet welds. X . • Single-pass fillet welds > 5/16" X AWS D1.1 (7.9 mm). • Single-pass fillet welds < 5/16" X AISC Seismic (7.9 mm). • Welded studs when used for X AWS D1.3 structural diaphragms. • Welded sheet steel for cold- X IBC 1704.3 formed steel framing members such as studs and joists. • Welding of stairs and railing X systems. • Floor and deck welds. X Inspection of welding - Reinforcing AWS D1.4 steel: • Verification of weldability of X ACI 318 - 3.5.2 reinforcing steel other than ASTM A 706 IBC 1903.5.2 MWH -04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575- DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450-6 Inspection Verification And Inspection Continuous Periodic Referenced Standards • Reinforcing steel-resisting flexural X and axial forces in intermediate and special moment frames, and boundary elements of special reinforced concrete shear walls, and shear reinforcement. • Shear reinforcement. X • Other reinforcing steel. X Inspection of steel frame joint details X for compliance with the Contract Documents: • Details such as bracing and stiffening. IBC 1704.3.2 • Member locations. • Application of joint details at each connection. 3. CONCRETE CONSTRUCTION REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION Verification And Inspection Inspection Referenced Standards Continuous Periodic Inspection of reinforcing steel, X ACI 318 - 3.5, 7.1-7.7 including prestressing tendons, and placement. IBC 1903.5, 1907.1, 1907.7 & 1914.4 Inspection of reinforcing steel welding AWS D1.4 in accordance with inspection of steel table above. ACI 318 - 3.5.2 IBC 1903.5.2 Inspect bolts to be installed in X . concrete prior to and during IBC 1912.5 placement of concrete where allowable loads have been increased. Verifying use of required design mix. X ACI 318 - Ch. 4 & 5.2-5.4 IBC 1904,1 905.2-1905.4, _ 1914.2 & 1914.3 Sampling fresh concrete and X ASTM C 172 performing slump, air content and determining the temperature of fresh ASTM C 31 concrete at the time of making specimens for strength tests. ACI 318 - 5.6, 5.8 IBC 1905.6 & 1914.10 Inspection of concrete and shotcrete X ACI 318 - 5.9 & 5.10 placement for proper application techniques. IBC 1905.9, 1905.10, 1914.6, 1914.7& 1914.8 MWH -04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575— DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450-7 Verification And Inspection Inspection Referenced Standards Continuous Periodic - Inspection for maintenance of X ACI 318 - 5.11-5.13 specified curing temperature and techniques. IBC 1905.11, 1905.13 & 1914.9 Inspection of prestressed concrete: • Application of prestressing forces. X • Grouting of bonded prestressing X ACI 318 - 18.18 & 18.16.4 tendons in the seismic-force- resisting system. Erection of precast concrete X ACI 318 - Ch. 16 members. Verification of in-situ concrete X strength, prior to stressing of tendons ACI 318 - 6.2 in posttensioned concrete and prior to removal of shores and forms from IBC 1906.2 beams to structural slabs. Adhesive anchor installation. X Per ICBO Report 4. MASONRY CONSTRUCTION REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION Verification And Inspection Inspection' Referenced Standards Continuous Periodic From the beginning of masonry construction, the following shall be verified to ensure compliance: • Proportions of site-mixed mortar X and grout. ACI 530 Sec. 1.12.3 • Placement of masonry units and X construction of mortar joints. ACI 530.1 Art. 2.6A, 3.2D, • Placement of reinforcement and X 3.3B, 3.4 & 3.5 connectors. • Grout space prior to grouting. X • Placement of grout. X The inspection program shall verify: ACI 530 Sec. 1.15.4, 2.1.2, • Size and location of structural X 1.12, 2.1.8.6 & 2.1.8.6.2 elements. • Type, size and location of X ACI 530.1 Art. 3.3G, 2.4, 3.4 anchors, including other details of & 1.8 anchorage of masonry to structural members frames or IBC 2108.9.2.11 Item 2, other construction. 2104.2 & 2104.4 • Specified size, grades, and types X of reinforcement. • Welding of reinforcing bars X MWH - 04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575—DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450-8 Verification And Inspection Inspection' Referenced Standards Continuous Periodic • Protection of masonry during cold X weather(temperature below 40 degrees F) or hot weather (temperatures above 90 degrees F) Preparation of any required grout X ACI 530.1 Art. 1.4 specimens, mortar specimens, and/or prisms shall be observed. IBC 2105.3, 2105.4 & 2105.5 Compliance with required inspection X provisions of the Contract Documents ACI 530.1 Art. 1.5 and the approved submittals shall be verified. Adhesive Anchor Installation X Per ICBO Report 5. SOILS A. Site Preparation: Prior to placement of the prepared fill, the special inspector shall determine that the site has been prepared in accordance with the approved soils report and the Contract Documents. B. During Fill Placement: During placement and compaction of the fill material, the Special Inspector shall determine that the material being used and the maximum lift thickness comply with the approved soils report and the Contract Documents. C. Evaluation of In-Place Density: The Special Inspector shall determine, at the specified frequency, that the in-place dry density of the compacted fill complies with the approved soils report and the Contract Documents. 6. PILE /PILE FOUNDATIONS A. A Special Inspector shall be present when pile foundations are being installed and during tests. The special inspector shall make records of the installation of each pile and results of load tests. Records shall include the cutoff and tip elevation of each pile relative to a permanent reference. B. Special inspection is required for pier foundations. 7. WALL PANELS AND VENEERS A. Special inspection is required for exterior and interior architectural wall panels and the anchoring of veneers for buildings. Special inspection of such masonry veneer shall be in accordance with the inspection of masonry above. 8. SPRAYED FIRE-RESISTANT MATERIALS A. Special inspection for sprayed fire-resistant materials applied to structural elements and decks shall be in accordance with [IBC Sections 1704.11.1 through 1704.11.5.] Special inspection shall be based on the fire-resistance design as designated in the Contract Documents. B. The following items shall be inspected: 1) The prepared surface of structural members to be sprayed shall be inspected before the application of the sprayed fire-resistant material. 2) The application of the sprayed fire-resistant material shall be in accordance the manufacture's written instructions and the Contract Documents. MWH -04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575— DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450-9 3) Special Inspector shall verify that the average thicknesses of the sprayed fire- resistant materials are not less than the required thickness. 4) Density of the sprayed fire-resistant material shall not be less then specified. 5) The cohesive/adhesive bond strength of the cured sprayed fire-resistant material. MWH - 04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575—DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450-10 9. EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) A. Special inspections shall be required for all EIFS applications. 10.SMOKE CONTROL SYSTEMS A. Smoke control systems shall be tested by a Special Inspector B. Tests shall consist of leakage testing and recording of device locations during erection of ductwork and prior to concealment. C. Pressure difference testing, flow measurements, and detection and control verification shall be tested prior to occupancy and after sufficient completion. 11.MECHANICAL AND ELECTRICAL COMPONENTS A. Periodic special inspections are required for the following per IBC 1707.7: 1) During the anchorage of electrical equipment for emergency or standby power systems. 2) During the anchorage of other electrical equipment. 3) During installation of piping systems intended to carry flammable, combustible or highly toxic contents and their associated mechanical units. 4) During the installation of HVAC ductwork that will contain hazardous materials. 5) Installation of equipment using combustible energy sources. 6) Installation of electrical motors, transformers, switchgear unit substations and motor control centers. 7) Reciprocating and rotating-type machinery. 8) Piping distribution systems 3-inches and larger. 9) Tanks, heat exchangers, and pressure vessels. 12.MISCELLANEOUS ITEMS A. The following items shall receive periodic special inspections: 1) Access floors during anchorage. 2) Storage racks 8 feet or greater in height during the anchorage. 3) Exterior cladding during erections and fastening. 4) Interior and exterior nonload bearing walls during erection and fastening. 5) Veneer during erection and fastening. 6) Suspended ceiling systems and their anchorage. 7) Isolator and energy dissipation devices during the fabrication and installation if used as part of the seismic isolation system. MWH -04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575-DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450-11 APPENDIX B - SCHEDULE OF STRUCTURAL OBSERVATIONS Required observations are described in the following "Schedule of Structural Observations". When to do the Observation What to Observe FOUNDATIONS Prior to the first concrete pour, but after Review areas of particular concern such as placement of reinforcing is well under way highly congested areas or any mechanically coupled splices and check that approved placing plans are being used. Review anchor bolt placement and placement of hold-down bolts or steel embeds. STEEL FRAMING After the first tier has been erected and Observe the work in progress and try to plumbed and bolt tightening and joint meet with the special inspectors for the welding is under way welding and bolt tightening operations. Pay particular attention to the procedures used for welding of moment frame joints. After one level of steel deck is in place and Check the welding procedures have been welding of shear studs is underway. qualified by the inspector on the job. CONCRETE CONSTRUCTION Prior to close-up of the first level column or wall forms. For concrete moment frames, after Meet with the special inspector to make placement of reinforcement has started sure the inspection is continuous and that and again prior to close-up of column or the inspector is aware of the critical areas beam forms. around the joints. Establish lines of communication to assure notification regarding field problems such as reinforcement interference or utility penetrations in critical areas. During placement of slab/beam/joist The engineer may elect to personally reinforcement or post-tensioning tendons. observe concrete placement for critical structural elements. MASONRY CONSTRUCTION During lay-up of the first section of wall Special inspection may not include full time with special reinforcement requirements, inspection of lay-up or reinforcement such as boundary elements placement, so it may be important to verify that reinforcement is placed with the appropriate positioners. Prior to grouting of the first lift. Verify that the special inspector is performing the required special inspections and that elements for connection of other framing are in place. -- END OF SECTION -- MWH -04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575— DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450-12 SECTION 01450 - SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS PART 1 -- GENERAL 1.1 THE REQUIREMENT A. This specification section is intended to inform the CONTRACTOR of the OWNER's quality assurance program and the extent of the CONTRACTOR's responsibilities. 1.2 SCHEDULE OF INSPECTIONS/OBSERVATIONS A. Required inspections and tests are described in Appendix A - "Schedule of Special Inspections" following this specification, and in the individual Specification Sections for the items to be inspected or tested. B. Required Structural Observations are described in Appendix B - "Schedule of Structural Observations" following this specification. 1.3 DEFINITIONS A. Approved Agency: An established and recognized agency regularly engaged in conducting tests or furnishing inspection services, when such agency has been approved by the Building Official. B. Approved Fabricator: An established and qualified person, firm, or corporation approved by the Building Official. Approval is based on written procedural and quality control manuals and periodic auditing of fabrication practices by an approved special inspection agency. C. Building Official: Local department or representatives responsible for enforcing local codes and reviewing construction documents and issuing permits for the erection, alteration, demolition, and moving of buildings and structures. D. Continuous Special Inspection: The full-time observation of WORK by an approved special inspector who is present in the area where the WORK is being performed. E. Fabricated Item: Structural, load bearing or lateral load-resisting assemblies consisting of materials assembled prior to installation in a building or structure, or subjected to operations such as heat treatment, thermal cutting, cold working or reforming after manufacture and prior to installation in the building or structure. Materials produced in accordance with standard specifications referenced in the Contract Documents or the local governing codes, such as rolled structural steel shapes, steel-reinforcing bars, masonry units and plywood sheets, shall not be considered "fabricated items". F. Periodic Special Inspection: The part-time or intermittent observation of WORK by an approved special inspector who is present in the area where the WORK has been or is being performed and at the completion of the WORK. G. Special Inspection: Inspection as herein required of the materials, installation, fabrication, erection or placement of components and connections requiring special expertise to ensure compliance with the Contract Documents and referenced standards. H. Special Inspector: An agency regularly engaged in conducting tests and furnishing inspection services. The special inspector is an authorized representative of the MWH -04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575—DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450-1 ENGINEER who provides inspections during construction. The Special Inspector shall be approved/registered by the local Building Official. I. Structural Observer: Registered design professional and authorized representative of the ENGINEER, who provides structural observation services during construction. J. Structural Observation: Visual observation by a structural observer of the structural system for general conformance to the Contract Documents at significant construction stages and at completion of the structural system. Structural observation does not include or waive the responsibility for the inspections required by the Contract Documents. 1.4 SUBMITTALS A. The CONTRACTOR and Subcontractors, whose work will be inspected or tested, shall disclose any past or present business relationship or potential conflict of interest with the Special Inspector and Testing Laboratory. B. When fabrication of assemblies that would otherwise require special inspection is done on an approved fabricators premises, the following shall be submitted: 1. At completion of fabrication, the approved fabricator shall submit to the, CONTRACTOR, ENGINEER and the building official a certificate of compliance stating that the WORK was performed in accordance with the approved construction documents. 1.5 PAYMENT A. The OWNER shall engage and pay for the services of the Special Inspector, Agents of the Special Inspector, Testing Laboratory, and Structural Observer. B. The CONTRACTOR shall be responsible for the cost of any re-testing or re-inspection of work that fails to comply with the requirements of the Contract Documents. 1.6 CONTRACTOR RESPONSIBILITIES A. The CONTRACTOR shall cooperate with the Special Inspector, his agents, and the Structural Observer, so that the special inspections, observation, and testing may be . performed without hindrance. B. The CONTRACTOR shall review the "Schedule of Special Inspections" - Appendix A, "Schedule of Structural Observations" -Appendix B, and individual specification sections and shall be responsible for coordinating and scheduling inspections, observations, and tests. The CONTRACTOR shall notify the Special Inspector, Testing Laboratory, or Structural Observer at least 48 hours in advance of a required inspection, observation, or test. C. Failure by the CONTRACTOR to meet observation, inspection, or testing schedules may require removal of any subsequent work for observation, inspection and testing. Removal and replacement of any finished work and/or framing damaged by the removal process or as required for corrective action shall be at the CONTRACTOR's expense. Uninspected WORK that required inspection may be rejected solely on that basis. D. The CONTRACTOR shall provide incidental labor and facilities to provide access to the WORK to be inspected, observed, or tested, to obtain and handle samples at the site or MWH-04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575—DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450-2 at source of products to be tested, to facilitate tests, observations, inspections, storage, and curing of test samples. E. The CONTRACTOR shall keep at the project site the latest set of construction drawings, field sketches, change orders, approved shop drawings, and specifications for use by the Special Inspector and Structural Observer. F. The Special Inspection and observation program shall in no way relieve the CONTRACTOR of its obligation to perform WORK in accordance with the requirements of the Contract Documents or from implementing an effective Quality Control program. The CONTRACTOR's quality control personnel shall first review all work that is to be subjected to Special Inspections or Structural Observation. G. The CONTRACTOR shall be solely responsible for construction site safety. H. Prior to the beginning of construction, the CONTRACTOR shall have a pre-construction meeting with the ENGINEER, Building Official, CONTRACTOR, OWNER, Special Inspector, Structural Observer, and Testing Laboratories, to review the special inspection and structural observation requirements. 1.7 INSPECTION OF FABRICATIONS A. When WORK is done on the premises of an approved fabricator, special inspection is not required. 1.8 RECORDS AND REPORTS A. The Special Inspector shall prepare detailed daily reports of each special inspection or test. B. The Structural Observer shall prepare detailed reports of each structural observation. C. Any discrepancies from the Contract Documents found during a special inspection or structural observation shall be immediately reported to the CONTRACTOR. If the discrepancies are not corrected the Special Inspector or Observer shall notify the ENGINEER and Building Official. Reports shall document all discrepancies identified and the corrective action taken. D. FINAL REPORTS OF SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1. The "Final Report of Special Inspections" shall be completed by the Special Inspector and submitted to the ENGINEER and Building Official prior to the issuance of a Certificate of Use and Occupancy. 2. The "Final Report of Special Inspections" will certify that all required inspections have been performed and will itemize any discrepancies that were not corrected or resolved. 3. The "Final Structural Observation Report" will certify that site visits have been made and identify any reported deficiencies, which, to the best of the Structural Observer's knowledge, have not been resolved. MWH - 04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575—DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450-3 PART 2 -- PRODUCTS (NOT USED) PART 3 -- EXECUTION 3.1 Prior to the commencement of the WORK the CONTRACTOR will be advised of the name of the testing laboratory, and the firms to be obtained to perform the special inspections, and structural observations. `6 MWH -04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575—DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450-4 Clean Water Services Our commitment is clear . sif ost, svP44 G (.9" VOLUME 2 , PART I - DRAWINGS FOR THE CONSTRUCTION OF tP',10;tvg. DURHAM WASTEWATER TREATMENT FACILITY / „Lot PHASE 4 EXPANSION CONTRACT 4969 FEBRUARY 2005 G\NI ( 0 ) MVO' ocis, J iskIR 4 " OFFICE COPY VOLUME 2 PART 1 - DRAWINGS cN DWG NO. DRAWING TITLE DWG NO. DRAWING TITLE DWG NO. �, DRAWING TITLE - ° ` GENERAL ` 0 88 000-C-132 SITE PIPING PLAN AND PROFILE 72"AND 60" RS PIPELINE 167 100-S-010 INFLUENT PUMP STATION PUMP ROOM PARTIAL PLAN 4 m 1 000-G-001 COVER SHEET 89 000-C-133 SITE PIPING CONTROL POINT TABLES 168 100-S-011 INFLUENT PUMP STATION MOTOR ROOM FLOOR PLAN AT EL 102.50 al 2 000-G-002 LIST DRAWINGS-1 169 100-S-012 INFLUENT PUMP STATION MOTOR ROOM PARTIAL PLAN 1 u. SW 85TH AVENUE EXTENSION 170 100-S-013 INFLUENT PUMP STATION MOTOR ROOM PARTIAL PLAN 2 N 3 000-G-002A LIST DRAWINGS-2 90 P85-00 COVER, LOCATION MAP,AND DRAWING INDEX 4 000-G-003 PROJECT LOCATION, VICINITY,AND SITE MAPS 171 100-5-014 INFLUENT PUMP STATION MOTOR ROOM PARTIAL PLAN 3 5 000-G-004 SITE PLAN, CONTRACTOR'S SITE ACCESS AND STAGING AREA 91 P85-01 GENERAL NOTES, WATER CONSTRUCTION NOTES, COMPACTION REQUIREMENTS, 172 100-S-015 INFLUENT PUMP STATION MOTOR ROOM PARTIAL PLAN 4 o AND GRADING PLAN NOTES 173 100-S-016 INFLUENT PUMP STATION WET WELL VIEWING ROOM AT EL 117.00 .� 6 000-G-005 PLANT INTERCEPTOR SEWER SCHEMATIC a 7 000-G-006A LIQUID PROCESS SCHEMATIC - 1 92 P85-02 SITE PLAN 174 100-S-017 INFLUENT PUMP STATION WET WELL VIEWING ROOM PARTIAL PLAN 1 8 000-G-006B LIQUID PROCESS SCHEMATIC - 2 93 P85-03 GRADING PLAN AND STREET PROFILE 175 100-S-018 INFLUENT PUMP STATION WET WELL VIEWING ROOM PARTIAL PLAN 2 9 000-G-007 DESIGN CRITERIA FLOWS AND LOADINGS 94 P85-04 LIGHTING, UTILITIES, & LANDSCAPING PLAN I 176 100-S-019 INFLUENT PUMP STATION WET WELL VIEWING ROOM PARTIAL PLAN 3 10 000-G-008 DESIGN CRITERIA LIQUID PROCESS 95 P85-05 LIGHTING, UTILITIES, & LANDSCAPING PLAN II 177 100-S-020 INFLUENT PUMP STATION WET WELL VIEWING ROOM PARTIAL PLAN 4 11 000-G-009 DESIGN CRITERIA SOLIDS PROCESS 96 P85-06 ROADWAY DETAILS I 178 100-S-021 INFLUENT PUMP STATION GROUND FLOOR PLAN AT EL 132.00 12 000-G-012 STANDARD ABBREVIATIONS 97 P85-07 ROADWAY DETAILS II 179 100-3-022 INFLUENT PUMP STATION GROUND FLOOR PARTIAL PLAN 1 13 000-G-013 PIPING SCHEDULE 98 P85-08 ROADWAY DETAILS III 180 100-S-023 INFLUENT PUMP STATION GROUND FLOOR PARTIAL PLAN 2 14 000-G-014 HYDRAULIC PROFILE-1 EXISTING AND NEW 99 P85-09 ROADWAY DETAILS IV 181 100-S-024 INFLUENT PUMP STATION GROUND FLOOR PARTIAL PLAN 3 ..g 15 000-G-015 HYDRAULIC PROFILE-2 FUTURE GEOTECHNICAL 182 100-S-025 INFLUENT PUMP STATION GROUND FLOOR PARTIAL PLAN 4 N 16 000-G-016 HYDRAULIC PROFILE-3 PHASE 3 INFORMATION 100 000-GEO-001 EXPLORATION LOCATIONS PLAN-1 183 100-S-026 INFLUENT PUMP STATION PLAN AT EL 150.50 g 184 100-S-027 INFLUENT PUMP STATION ROOF PLAN CIVIL 101 000-GEO-002 EXPLORATION LOCATIONS PLAN-2 185 100-5-028 INFLUENT PUMP STATION ROOF PLAN PARTIAL PLAN 1 17 000-GC-001 GENERAL CIVIL NOTES AND SYMBOLS 102 000-GEO-003 EXPLORATION LOCATIONS PLAN-3 186 100-S-029 INFLUENT PUMP STATION ROOF PLAN PARTIAL PLAN 2 18 000-GC-002 GENERAL CIVIL DETAILS-1 103 000-GEO-004 OBSERVATION WELL LOCATIONS AND SETTLEMENT POINTS PLAN 1 187 100-5-030 INFLUENT PUMP STATION ROOF PLAN PARTIAL PLAN 3 19 000-GC-003 GENERAL CIVIL DETAILS-2 104 000-GEO-005 OBSERVATION WELL LOCATIONS AND SETTLEMENT POINTS PLAN 2 188 100-5-031 INFLUENT PUMP STATION ROOF PLAN PARTIAL PLAN 4 20 000-GC-004 GENERAL CIVIL DETAILS-3 105 000-GEO-006 OBSERVATION WELL LOCATIONS AND SETTLEMENT POINTS PLAN 3 189 100-S-032 INFLUENT PUMP STATION SECTION -A 21 000-GC-005 GENERAL CIVIL DETAILS-4 ARCHITECTURAL 190 100-S-033 INFLUENT PUMP STATION SECTION - B 22 000-GC-006 GENERAL CIVIL DETAILS-5 106 000-GA-001 INFLUENT PUMP STATION SITE PLAN & PROJECT INFORMATION 191 100-S-034 INFLUENT PUMP STATION SECTION - C 23 000-GC-007 GENERAL CIVIL DETAILS-6 192 100-S-035 INFLUENT PUMP STATION SECTION - D 107 000-GA-002 INFLUENT PUMP STATION ARCHITECTURAL CONCRETE DETAILS 24 000-GC-008 GENERAL CIVIL DETAILS-7 108 000-GA-003 INFLUENT PUMP STATION DOOR, WINDOW AND LOUVER DETAILS - 1 193 100-S-036 INFLUENT PUMP STATION SECTION - F 25 000-GC-009 GENERAL CIVIL DETAILS-8 109 000-GA-004 INFLUENT PUMP STATION DOOR, WINDOW AND LOUVER DETAILS - 2 194 100-S-037 INFLUENT PUMP STATION SECTION - G 26 000-C-001 PLAN KEY MAP 110 000-GA-005 INFLUENT PUMP STATION DOOR, WINDOW AND LOUVER DETAILS - 3 195 100-8-038 INFLUENT PUMP STATION SECTION - H 27 000-C-005 DEMOLITION SITE PLAN AND TREE PROTECTION PLAN-1 111 000-GA-006 INFLUENT PUMP STATION MISC. DETAILS - 1 196 100-5-039 INFLUENT PUMP STATION SECTION -J 28 000-C-006 DEMOLITION SITE PLAN AND TREE PROTECTION PLAN-2 112 000-GA-007 INFLUENT PUMP STATION MISC. DETAILS - 2 197 100-8-040 INFLUENT PUMP STATION SECTION - K 29 000-C-007 DEMOLITION SITE PLAN AND TREE PROTECTION PLAN-3 113 000-GA-008 INFLUENT PUMP STATION ROOF SLOPE, GUTTER AND DRAIN DETAILS 198 100-S-041 INFLUENT PUMP STATION SECTION - L 30 000-C-020 HORIZONTAL CONTROL AND PAVING PLAN-1 114 000-GA-009 INFLUENT PUMP STATION LOUVER AND WINDOW SCHEDULES 199 100-S-042 INFLUENT PUMP STATION SECTION - M 31 000-C-021 HORIZONTAL CONTROL AND PAVING PLAN-2 115 000-GA-010 INFLUENT PUMP STATION INTERIOR, EXTERIOR AND ROOM FINISH AND DOOR SCHEDULES 200 100-S-043 INFLUENT PUMP STATION DETAIL - 1 32 000-C-022 HORIZONTAL CONTROL AND PAVING PLAN-3 116 100-A-001 INFLUENT PUMP STATION EXTERIOR ELEVATION - NORTH AND EAST 201 100-S-044 INFLUENT PUMP STATION DETAIL - 2 33 000-C-023 HORIZONTAL CONTROL AND PAVING PLAN-4 117 100-A-002 INFLUENT PUMP STATION EXTERIOR ELEVATION - SOUTH AND WEST 202 100-S-045 INFLUENT PUMP STATION DETAIL - 3 34 000-C-024 HORIZONTAL CONTROL AND PAVING PLAN-5 118 100-A-003 INFLUENT PUMP STATION LOWER GROUND FLOOR-PLAN AT ELEV. 132.00 203 100-S-046 INFLUENT PUMP STATION DETAIL -4 35 000-C-025 HORIZONTAL CONTROL AND PAVING PLAN-6 119 100-A-004 INFLUENT PUMP STATION UPPER GROUND FLOOR PLAN AT ELEV. 150.50 204 100-S-047 INFLUENT PUMP STATION DETAIL - 5 36 000-C-026 HORIZONTAL CONTROL AND PAVING PLAN-7 120 100-A-005 INFLUENT PUMP STATION GROUND FLOOR REFLECTED CEILING PLAN AT ELEV. 132.00 205 100-S-048 INFLUENT PUMP STATION DETAIL -6 37 000-C-027 HORIZONTAL CONTROL AND PAVING PLAN-$ 121 100-A-006 INFLUENT PUMP STATION UPPER FLOOR REFLECTED CEILING PLAN AT ELEV'S. 144.00 & 150.50 206 100-S-049 INFLUENT PUMP STATION DETAIL - 7 38 000-C-028 HORIZONTAL CONTROL AND PAVING PLAN CURVE TABLES, COORDINATE TABLES 122 100 A-007 INFLUENT PUMP STATION ROOF PLAN 207 100-S-050 INFLUENT PUMP STATION DETAIL -8 39 000-C-030 GRADING, DRAINAGE,AND EROSION CONTROL PLAN-1 123 100-A-008 INFLUENT PUMP STATION BUILDING SECTIONS - 1 208 100-S-051 INFLUENT PUMP STATION DETAIL - 9 40 000-C-031 GRADING, DRAINAGE,AND EROSION CONTROL PLAN-2 124 100-A-009 INFLUENT PUMP STATION BUILDING SECTIONS -2 209 100-S-052 INFLUENT PUMP STATION DETAIL - 10 41 000-C-032 GRADING, DRAINAGE,AND EROSION CONTROL PLAN-3 125 100-A-010 INFLUENT PUMP STATION BUILDING SECTIONS - 3 210 100-S-053 INFLUENT PUMP STATION DETAIL - 11 42 000-C-033 GRADING, DRAINAGE,AND EROSION CONTROL PLAN-4 126 100-A-011 INFLUENT PUMP STATION BUILDING SECTIONS -4 211 100-S-054 INFLUENT PUMP STATION DETAIL - 12 43 000-C-034 GRADING, DRAINAGE,AND EROSION CONTROL PLAN-5 127 100-A-012 INFLUENT PUMP STATION BUILDING SECTIONS - 5 212 100-S-055 INFLUENT PUMP STATION DETAIL - 13 44 000-C-035 GRADING, DRAINAGE,AND EROSION CONTROL PLAN-6 128 100-A-013 INFLUENT PUMP STATION BUILDING SECTIONS - 6 213 100-S-056 INFLUENT PUMP STATION DETAIL - 14 45 000-C-036 GRADING, DRAINAGE,AND EROSION CONTROL PLAN-7 129 100-A-014 INFLUENT PUMP STATION BUILDING SECTIONS - 7 214 100-5-057 INFLUENT PUMP STATION STAIR NO. 1 PLAN DETAILS 46 000-C-037 GRADING, DRAINAGE,AND EROSION CONTROL PLAN-8 130 100-A-015 INFLUENT PUMP STATION STAFF TOILET AND SCADA FACILITIES 215 100-S-058 INFLUENT PUMP STATION STAIR NO. 1 SECTIONS 47 000-C-040 SITE PIPING PLAN-1 131 100-A-016 INFLUENT PUMP STATION WALL SECTIONS - 1 216 100-3-059 INFLUENT PUMP STATION STAIR NO. 2 AND NO. 3 PLAN DETAILS - 1 48 000-C-041 SITE PIPING PLAN-2 132 100-A-017 INFLUENT PUMP STATION WALL SECTIONS -2 217 100-S-060 INFLUENT PUMP STATION STAIR NO. 2 AND NO. 3 PLAN DETAILS - 2 49 000-C-042 SITE PIPING PLAN-3 133 100-A-018 INFLUENT PUMP STATION WALL SECTIONS - 3 218 100-S-061 INFLUENT PUMP STATION STAIR NO. 2 AND NO. 3 SECTIONS 50 000-C-043 SITE PIPING PLAN-4 1 100-A-019 INFLUENT PUMP STATION WALL SECTIONS -4 219 100-S-062 INFLUENT PUMP STATION INFLUENT CONDUIT PLAN AND SECTIONS 51 000-C-044 SITE PIPING PLAN-5 220 100-S-063 INFLUENT PUMP STATION WET WELL-PLAN AND SECTION 52 000-C-045 SITE PIPING PLAN-6 LANDSCAPING 221 100-S-064 INFLUENT PUMP STATION WET WELL-SECTIONS AND DETAILS 53 000-C-046 SITE PIPING PLAN-7 135 000-GL-001 LANDSCAPING AND IRRIGATION NOTES 222 100-S-100 INFLUENT PUMP STATION NORTH ELEVATION 54 000-C-047 SITE PIPING PLAN-8 136 000-GL-002 LANDSCAPE DETAILS 223 100-S-101 INFLUENT PUMP STATION SOUTH ELEVATION 55 000-C-050A EXCAVATION PLAN-1 137 000-GL-003 IRRIGATION DETAILS 224 100-S-102 INFLUENT PUMP STATION EAST ELEVATION -c? 56 000-C-050B EXCAVATION PLAN-2 138 000-L-010 SITE LANDSCAPING PLAN 1 225 100-5-103 INFLUENT PUMP STATION WEST ELEVATION c 57 000-C-051 EXCAVATION SECTION-1 139 000-L-011 SITE LANDSCAPING PLAN 2 226 100-S-104 EAST RETAINING WALL PLANS, ELEVATION AND SECTIONS 8 58 000-C-052 EXCAVATION SECTION-2 140 000-L-012 SITE LANDSCAPING PLAN 3 227 100-S-105 WEST RETAINING WALL SECTIONS 0 59 000-C-053 EXCAVATION SECTIONS-3 141 000-L-013 SITE LANDSCAPING PLAN 4 228 100-5-200 INFLUENT PUMP STATION DETAILS - 1 a 60 000-C-060 ACCESS ROAD TO IPS FROM 85TH AVE PROFILE - "Al LINE" 142 000-L-014 SITE LANDSCAPING PLAN 5 229 100-3-201 INFLUENT PUMP STATION DETAILS -2 ° 61 000-C-061 ACCESS ROAD TO IPS FROM 85TH AVE & DIGESTER COMPLEX 2 PROFILE - "A2" LINE & "A3" LINE 143 000-L-015 SITE LANDSCAPING PLAN 6 230 100-S-202 INFLUENT PUMP STATION STEEL FRAMES PLANS c 43 62 000-C-063 CIVIL SECTION DETAILS-1 144 000-L-016 SITE LANDSCAPING PLAN 7 231 100-S-203 INFLUENT PUMP STATION STEEL FRAMES SECTIONS o, 63 000-C-064 CIVIL SECTION DETAILS-2 145 000-L-017 SITE LANDSCAPING PLAN 8 232 100-S-204 INFLUENT PUMP STATION STEEL FRAMES DETAILS ._ g 64 000-C-065 CIVIL SECTION DETAILS-3 233 100-S-300 INFLUENT PUMP STATION METAL STAIR AND PLATFORM PLAN, SECTIONS AND DETAILS 65 000-C-066 RETAINING WALL DETAILS STRUCTURAL 234 100-S-301 INFLUENT PUMP STATION DETAILS Ili 66 000-C-069 TEMPORARY EROSION CONTROL PLAN CONTRACTOR'S WORK AREA 146 000-GS-001 GENERAL STRUCTURAL NOTES - 1 235 100-3-302 INFLUENT PUMP STATION PRECAST CONCRETE PANEL CONNECTION DETAILS - 1 4' 67 000-C-070 TEMPORARY EROSION CONTROL PLAN 1 147 000-GS-002 GENERAL STRUCTURAL NOTES - 2 236 100-S-303 INFLUENT PUMP STATION PRECAST CONCRETE PANEL CONNECTION DETAILS - 2 co 68 000-C-071 TEMPORARY EROSION CONTROL PLAN 2 148 000-GS-003 GENERAL STRUCTURAL NOTES - 3 237 110-5-001 INFLUENT SPLITTER BOX PLANS E1 69 000-C-072 TEMPORARY EROSION CONTROL PLAN 3 149 000-GS-004 STRUCTURAL STANDARD DETAILS - 1 238 110-S-002 INFLUENT SPLITTER BOX SECTIONS ts 70 000-C-073 TEMPORARY EROSION CONTROL PLAN 4 150 000-GS-005 STRUCTURAL STANDARD DETAILS - 2 239 110-S-003 INFLUENT SPLITTER BOX SECTIONS 0 71 000-C-074 TEMPORARY EROSION CONTROL PLAN 5 151 000-GS-006 STRUCTURAL STANDARD DETAILS - 3 240 110-S-004 INFLUENCE SPLITTER BOX SECTIONS AND DETAILS 72 000-C-075 TEMPORARY EROSION CONTROL PLAN 6 152 000-GS-007 STRUCTURAL STANDARD DETAILS - 4 241 120-S-001 METER VAULT FOUNDATION PLAN, TOP PLAN AND SECTIONS 'm 73 000-C-076 TEMPORARY EROSION CONTROL PLAN 7 153 000-GS-008 STRUCTURAL STANDARD DETAILS - 5 242 140-S-001 MANHOLE NO. 1 PLANS AND SECTIONS 0 74 000-C-077 TEMPORARY EROSION CONTROL PLAN 8 154 000-GS-009 STRUCTURAL STANDARD DETAILS - 6 243 140-5-002 MANHOLE 11722 PLANS AND SECTIONS 5 75 000-C-078 TEMPORARY EROSION CONTROL NOTES AND DETAILS 1 155 000-GS-010 STRUCTURAL STANDARD DETAILS - 7 HEADWORKS INFLUENT MODIFICATIONS AND SEPTAGE RECEIVING FACILITY gi 76 000-C-079 TEMPORARY EROSION CONTROL NOTES AND DETAILS 2 156 000-GS-011 STRUCTURAL STANDARD DETAILS - 8 244 200-5-001 DEMOLITION PLAN AND SECTIONS 77 000-C-101 SITE PIPING UTILITY PROFILE 12" SS 157 000-05-012 STRUCTURAL STANDARD DETAILS - 9 v 78 000-C-105 SITE PIPING PLAN AND PROFILE 8" DG PIPELINE-1 158 100-5-001 INFLUENT PUMP STATION FOUNDATION PLAN 245 200-S-002 HEADWORKS INFLUENT MODIFICATIONS AND SEPTAGE RECEIVING FACILITY DEMOLITION SECTION 79 000-C-106 SITE PIPING PLAN AND PROFILE 8" DG PIPELINE-2 159 100-S-002 INFLUENT PUMP STATION FOUNDATION PLAN PARTIAL PLAN 1 HEADWORKS INFLUENT MODIFICATIONS AND SEPTAGE RECEIVING FACILITY t, 246 200-S-003 NEW CONSTRUCTION - PLAN AND SECTION 80 000-C-111 SITE PIPING PLAN AND PROFILE 48" HWE PIPELINES TO PC1 AND PC3 160 100-S-003 INFLUENT PUMP STATION FOUNDATION PLAN PARTIAL PLAN 2 0 PR Or a 81 000-C-112 SITE PIPING PLAN AND PROFILE 48" HWE TO PC2 PIPELINE 161 100-S-004 INFLUENT PUMP STATION FOUNDATION PLAN PARTIAL PLAN 3 HEADWORKS INFLUENT MODIFICATIONS AND SEPTAGE RECEIVING FACILITY \� 0 IN8 D 247 200-S-004 �� `� Z 82 000-C-114 SITE PIPING PLAN AND PROFILE 48" HWE TO PC4 PIPELINE 162 100-S-005 INFLUENT PUMP STATION FOUNDATION PLAN PARTIAL PLAN 4 NEW CONSTRUCTION - SECTIONS AND PLAN c� 74902P Li 1-5 83 000-C-120 SITE PIPING PLAN AND PROFILE 54" FORCE MAIN PIPELINE-1 163 100-S-006 INFLUENT PUMP STATION PUMP ROOM FLOOR PLAN AT EL 85.00 248 220-S-001 HEADWORKS EFFLUENT STRUCTURE BOTTOM AND TOP PLANS • ' 4, 164 100-S-007 INFLUENT PUMP STATION PUMP ROOM PARTIAL PLAN 1 w v, 84 000-C-121 SITE PIPING PLAN AND PROFILE 54" FORCE MAIN PIPELINE-2 249 220-S-002 HEADWORKS EFFLUENT STRUCTURE LONGITUDINAL SECTION o 85 000-C-122 SITE PIPING PLAN AND PROFILE 42" FORCE MAIN PIPELINE-1 165 100-S-008 INFLUENT PUMP STATION PUMP ROOM PARTIAL PLAN 2 250 220-3-003 HEADWORKS EFFLUENT STRUCTURE SECTIONS 4k 13,�� 86 000-C-123 SITE PIPING-PLAN AND PROFILE-42" FORCE MAIN PIPELINE-2 166 100-S-009 INFLUENT PUMP STATION PUMP ROOM PARTIAL PLAN 3 251 220-S-004 HEADWORKS EFFLUENT STRUCTURE SECTIONS AND DETAILS 87 000-C-130 SITE PIPING-PLAN AND PROFILE-84" RS PIPELINE EXPIRES: 6-30-05 0 SCALE WARNING SUBMITTED BY 0 1 1 DESIGNED K KAI GENERAL SHEET: OF Q , (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY LIST OF DRAWINGS-1 DWG: 000-G-002 z _ NONE IF THIS BAR DOES DRAWN K KAI IN ASSOCIATIQN WITH: C1eanWater ervices PHASE 4 EXPANSION 0 NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 23-FEB-2005 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 VOLUME 2 PART 2 - DRAWINGS c, DWG NO. DRAWING TITLE DWG NO. �, DRAWING TITLE DWG NO. DRAWING TITLE � " o MECHANICAL ELECTRICAL INSTRUMENTATION AND CONTROLS m 252 000-GM-001 MECHANICAL LEGEND, SYMBOL AND NOTES 330 000-GE-001 SYMBOLS - 1 417 000-GI-001 INSTRUMENTATION LEGEND AND ABBREVIATIONS u 253 000-GM-002 EQUIPMENT SCHEDULE - 1 331 000-GE-002 SYMBOLS - 2 418 000-GI-002 INSTRUMENT SYMBOLS N 254 000-GM-003 EQUIPMENT SCHEDULE - 2 332 000-GE-003 LEGEND AND ABBREVIATIONS 419 000-GI-003 STANDARD DETAILS 255 000-GM-004 EQUIPMENT SCHEDULE - 3 333 000-GE-004 STANDARD DETAILS - 1 420 000-GI-004 IPS SCADA AND PLC BLOCK DIAGRAM co 256 000-GM-005 MECHANICAL STANDARD DETAILS - 1 334 000-GE-005 STANDARD DETAILS -2 421 000-GI-005 DISCRETE INPUT LOOP (TYPICAL) ° 257 000-GM-006 MECHANICAL STANDARD DETAILS - 2 335 000-GE-006 STANDARD DETAILS - 3 422 000-GI-006 DISCRETE OUTPUT LOOP DIAGRAM TEMPLATE (TYPICAL) a 258 000-GM-007 MECHANICAL STANDARD DETAILS - 3 336 000-GE-007 PANELBOARD SCHEDULES 423 000-GI-007 4 WIRE ANALOG DIAGRAM TEMPLATE (TYPICAL EXAMPLE) 259 000-GM-008 MECHANICAL STANDARD DETAILS -4 337 000-GE-008 PANELBOARD SCHEDULES AND LUMINAIRE SCHEDULE 424 000-GI-008 TWO WIRE ANALOG LOOP DIAGRAM TEMPLATE (TYPICAL) 260 000-GM-009 MECHANICAL STANDARD DETAILS- 5 338 000-GE-009 CONDUIT SCHEDULES - 1 425 000-GI-009 TYPICAL PLC CABINET POWER WIRING AND TERMINAL BLOCK MARKING 261 000-GM-010 MECHANICAL STANDARD DETAILS-6 339 000-GE-010 CONDUIT SCHEDULES - 2 426 000-GI-010 DISCRETE AND ANALOG PLC WIRING (TYPICAL) 262 000-GM-011 MECHANICAL STANDARD DETAILS - 7 340 000-GE-011 CONDUIT SCHEDULES - 3 427 000-GI-011 PLC CABINET EXTERIOR AND EXTERIOR LAYOUT 263 100-M-001 INFLUENT PUMP STATION PUMP ROOM PLAN 341 000-GE-012 CONDUIT SCHEDULES -4 428 100-1-001 INFLUENT PUMP STATION 700HP PUMP P& ID (TYPICAL) 264 100-M-002 INFLUENT PUMP STATION PUMP ROOM PARTIAL PLAN 1 342 000-GE-013 CONDUIT SCHEDULES-5 429 100-1-002 INFLUENT PUMP STATION 1000 HP PUMP P & ID (TYPICAL) 3 265 100-M-003 INFLUENT PUMP STATION PUMP ROOM PARTIAL PLAN 2 343 000-GE-014 CONDUIT SCHEDULES -6 430 100-1-003 INFLUENT PUMP STATION INLET AND OUTLET P & ID 1 266 100-M-004 INFLUENT PUMP STATION PUMP ROOM PARTIAL PLAN 3 344 000-GE-015 CONDUIT SCHEDULES- 7 431 100-1-004 INFLUENT PUMP STATION SUMP PUMPS P & ID u 267 100-M-005 INFLUENT PUMP STATION PUMP ROOM PARTIAL PLAN 4 345 000-E-001 SITE PLAN - 1 432 100-1-005 INFLUENT PUMP STATION HVAC SUPPLY FAN P & ID 268 100-M-006 INFLUENT PUMP STATION MOTOR ROOM PLAN 346 000-E-002 SITE PLAN - 2 433 100-1-006 INFLUENT PUMP STATION HVAC EXHAUST FAN P & ID 269 100-M-007 INFLUENT PUMP STATION MOTOR ROOM PARTIAL PLAN 1 347 000-E-003 SITE PLAN - 3 434 100-1-007 INFLUENT PUMP STATION HYDRAULIC OIL SYSTEM AND PLANT AIR P & ID 270 100-M-008 INFLUENT PUMP STATION MOTOR ROOM PARTIAL PLAN 2 348 000-E-004 SITE PLAN - 4 435 100-1-008 INFLUENT PUMP STATION PUMP STATION VFD ROOM HVAC P & ID 271 100-M-009 INFLUENT PUMP STATION MOTOR ROOM PARTIAL PLAN 3 349 000-E-005 DUCTBANK SECTIONS PLAN - 1 436 100-1-009 INFLUENT PUMP STATION PUMP STATION VFD ROOM HVAC P & ID (2) 272 100-M-010 INFLUENT PUMP STATION MOTOR ROOM PARTIAL PLAN 4 350 000-E-006 DUCTBANK SECTIONS PLAN -2 437 100-1-010 INFLUENT PUMP STATION HOT WATER CIRCULATION LOOP P & ID 273 100-M-011 INFLUENT PUMP STATION WET WELL ACCESS ROOM PLAN 351 100-E-001 13.2 KV SWGR SINGLE LINE DIAGRAM - 1 OF 3 438 110-1-001 INFLUENT SPLITTER BOX P & ID 274 100-M-012 INFLUENT PUMP STATION WET WELL ACCESS ROOM PARTIAL PLAN 1 352 100-E-002 13.2 KV SWGR SINGLE LINE DIAGRAM - 2 OF 3 439 120-1-001 FLOW METER VAULT P & ID 275 100-M-013 INFLUENT PUMP STATION WET WELL ACCESS ROOM PARTIAL PLAN 2 353 100-E-003 13.2 KV SWGR SINGLE LINE DIAGRAM - 3 OF 3 440 130-1-001 INFLUENT PUMP STATION ODOR CONTROL P & ID 276 100-M-014 INFLUENT PUMP STATION WET WELL ACCESS ROOM PARTIAL PLAN 3 354 100-E-004 13.2 KV SWITCHGEAR EQUIPMENT ELEVATION 441 220-1-001 HEADWORKS EFFLUENT STRUCTURE P & ID 277 100-M-015 INFLUENT PUMP STATION WET WELL ACCESS ROOM PARTIAL PLAN 4 355 100-E-005 480 V SINGLE LINE DIAGRAM - 1 442 230-1-001 HEADWORKS SEPTAGE RECEIVING P & ID 278 100-M-016 INFLUENT PUMP STATION GROUND FLOOR PLAN 356 100-E-006 480 V SINGLE LINE DIAGRAM - 2 279 100-M-017 INFLUENT PUMP STATION GROUND FLOOR PARTIAL PLAN 1 357 100-E-007 480 V EQUIPMENT ELEVATION 280 100-M-018 INFLUENT PUMP STATION GROUND FLOOR PARTIAL PLAN 2 358 100-E-008 ELEMENTARY SCHEMATICS - 1 281 100-M-019 INFLUENT PUMP STATION GROUND FLOOR PARTIAL PLAN 3 359 100-E-009 ELEMENTARY SCHEMATICS -2 282 100-M-020 INFLUENT PUMP STATION GROUND FLOOR PARTIAL PLAN 4 360 100-E-010 ELEMENTARY SCHEMATICS - 3 283 100-M-021 INFLUENT PUMP STATION ROOF PLAN 361 100-E-011 ELEMENTARY SCHEMATICS -4 284 100-M-022 INFLUENT PUMP STATION ROOF PARTIAL PLAN 1 362 100-E-012 ELEMENTARY SCHEMATICS - 5 285 100-M-023 INFLUENT PUMP STATION ROOF PARTIAL PLAN 4 363 100-E-013 ELEMENTARY SCHEMATICS - 6 286 100-M-024 INFLUENT PUMP STATION SECTIONS -A 364 100-E-014 ELEMENTARY SCHEMATICS - 7 287 100-M-025 INFLUENT PUMP STATION SECTIONS -A 365 100-E-015 ELEMENTARY SCHEMATICS - 8 288 100-M-026 INFLUENT PUMP STATION SECTIONS - B 366 100-E-016 ELEMENTARY SCHEMATICS - 9 289 100-M-027 INFLUENT PUMP STATION SECTIONS - B 367 100-E-017 ELEMENTARY SCHEMATICS - 10 290 100-M-028 INFLUENT PUMP STATION SECTIONS - C 368 100-E-018 ELEMENTARY SCHEMATICS - 11 291 100-M-029 INFLUENT PUMP STATION SECTIONS - C 369 100-E-019 CONDUIT DEVELOPMENT- 1 292 100-M-030 INFLUENT PUMP STATION SECTIONS - F 370 100-E-020 CONDUIT DEVELOPMENT- 2 293 100-M-031 INFLUENT PUMP STATION SECTION - G 371 100-E-021 CONDUIT DEVELOPMENT- 3 294 100-M-032 INFLUENT PUMP STATION SECTION - G 372 100-E-022 CONDUIT DEVELOPMENT -4 295 100-M-033 INFLUENT PUMP STATION SECTION - H 373 100-E-023 CONDUIT DEVELOPMENT - 5 296 100-M-034 INFLUENT PUMP STATION SECTION - H 374 100-E-024 CONDUIT DEVELOPMENT- 6 297 100-M-035 INFLUENT PUMP STATION SECTION - K 375 100-E-025 INFLUENT PUMP STATION PUMP ROOM EQUIPMENT LOCATION PLAN 1 - FFEL 85.00 298 100-M-036 INFLUENT PUMP STATION SECTION - K 376 100-E-026 INFLUENT PUMP STATION PUMP ROOM EQUIPMENT LOCATION PLAN 2 - FFEL 85.00 299 100-M-037 INFLUENT PUMP STATION SECTION - L 377 100-E-027 INFLUENT PUMP STATION PUMP ROOM EQUIPMENT LOCATION PLAN 3 - FFEL 85.00 300 100-M-038 INFLUENT PUMP STATION SECTION - L 378 100-E-028 INFLUENT PUMP STATION PUMP ROOM EQUIPMENT LOCATION PLAN 4 - FFEL 85.00 301 100-M-039 INFLUENT PUMP STATION SECTION - M 379 100-E-029 INFLUENT PUMP STATION MOTOR ROOM & FM MANIFOLD EQUIPMENT LOCATION PLAN 1 - FFEL 102.50 302 100-M-040 INFLUENT PUMP STATION SECTION - M 380 100-E-030 INFLUENT PUMP STATION MOTOR ROOM & FM MANIFOLD EQUIPMENT LOCATION PLAN 2 - FFEL 102.50 303 100-M-041 INFLUENT PUMP STATION DETAIL 1 381 100-E-031 INFLUENT PUMP STATION MOTOR ROOM & FM MANIFOLD EQUIPMENT LOCATION PLAN 3 - FFEL 102.50 304 100-M-042 INFLUENT PUMP STATION DETAIL 2 382 100-E-032 INFLUENT PUMP STATION MOTOR ROOM & FM MANIFOLD EQUIPMENT LOCATION PLAN 4 - FFEL 102.50 305 100-M-043 HYDRAULIC VALVE CONTROL DIAGRAM 383 100-E-033 INFLUENT PUMP STATION WET WELL ACCESS & FOUL AIR BLOWER RMS, E-L PLAN 1 - FFEL 117.00 306 100-M-044 INFLUENT PUMP STATION HOT WATER CIRCULATION SYSTEM 384 100-E-034 INFLUENT PUMP STATION WET WELL ACCESS & FOUL AIR BLOWER RMS, E-L PLAN 2 - FFEL 117.00 307 100-M-045 TOILET PLUMBING AND DRAINAGE DETAILS 385 100-E-035 INFLUENT PUMP STATION WET WELL ACCESS & FOUL AIR BLOWER RMS, E-L PLAN 3 - FFEL 117.00 o, 308 100-M-046 INFLUENT PUMP STATION PUMP AND MOTOR SUPPORT DETAILS 386 100-E-036 INFLUENT PUMP STATION WET WELL ACCESS & FOUL AIR BLOWER RMS, E-L PLAN 4 - FFEL 117.00 309 100-M-047 EXISTING DIGESTER BUILDING NO. 2 HS AND HR PIPING PLAN 387 100-E-037 INFLUENT PUMP STATION GROUND FLOOR, EQUIPMENT LOCATION PLAN 1 - FFEL 132.00 0 310 100-M-048 INFLUENT PUMP STATION UTILITY AND POTABLE WATER SYSTEM SCHEMATIC 388 100-E-038 INFLUENT PUMP STATION GROUND FLOOR, EQUIPMENT LOCATION PLAN 2 - FFEL 132.00 C3 311 100-M-049 INFLUENT PUMP STATION PLANT AIR AND SUMP PUMP DISCHARGE SYSTEM SCHEMATIC 389 100-E-039 INFLUENT PUMP STATION GROUND FLOOR, EQUIPMENT LOCATION PLAN 3 - FFEL 132.00 0 °0 312 100-M-050 INFLUENT PUMP STATION VENTILATION SYSTEM SCHEMATIC - 1 390 100-E-040 INFLUENT PUMP STATION GROUND FLOOR, EQUIPMENT LOCATION PLAN 4 - FFEL 132.00 0- a 313 100-M-051 INFLUENT PUMP STATION VENTILATION SYSTEM SCHEMATIC -2 391 100-E-041 INFLUENT PUMP STATION PUMP ROOM LIGHTING PLAN 1 - FFEL 85.00 m 314 100-M-052 INFLUENT PUMP STATION VENTILATION SYSTEM SCHEMATIC-3 392 100-E-042 INFLUENT PUMP STATION PUMP ROOM LIGHTING PLAN 2 - FFEL 85.00 9. 315 100-M-053 INFLUENT PUMP STATION FOUL AIR FLOW SYSTEM SCHEMATIC 393 100-E-043 INFLUENT PUMP STATION PUMP ROOM LIGHTING PLAN 3 - FFEL 85.00 316 110-M-001 INFLUENT SPLITTER BOX PLANS 394 100-E-044 INFLUENT PUMP STATION PUMP ROOM LIGHTING PLAN 4 - FFEL 85.00 317 110-M-002 INFLUENT SPLITTER BOX SECTIONS 395 100-E-045 INFLUENT PUMP STATION MOTOR RM & FM MANIFOLD LIGHTING PLAN 1 - FFEL 102.50 a 318 120-M-001 FORCE MAIN METER VAULT PLAN AND SECTIONS 396 100-E-046 INFLUENT PUMP STATION MOTOR RM & FM MANIFOLD LIGHTING PLAN 2 - FFEL 102.50 ,I 319 130-M-001 INFLUENT PUMP STATION ODOR CONTROL SYSTEM SOIL BED BIOFILTER-PLAN 397 100-E-047 INFLUENT PUMP STATION MOTOR RM & FM MANIFOLD LIGHTING PLAN 3 - FFEL 102.50 320 130-M-002 INFLUENT PUMP STATION ODOR CONTROL SOIL BED BIOFILTER-SECTIONS 398 100-E-048 INFLUENT PUMP STATION MOTOR RM & FM MANIFOLD LIGHTING PLAN 4 - FFEL 102.50 iii 321 220-M-001 HEADWORKS EFFLUENT STRUCTURE PLAN 399 100-E-049 INFLUENT PUMP STATION WET WELL ACCESS & FOUL AIR BLOWER RMS LIGHTING PLAN 1 - FFEL 117.00 % 322 220-M-002 HEADWORKS EFFLUENT STRUCTURE SECTIONS 400 100-E-050 INFLUENT PUMP STATION WET WELL ACCESS & FOUL AIR BLOWER RMS LIGHTING PLAN 2 - FFEL 117.00 -g 323 230-M-001 HEADWORKS INFLUENT MODIFICATIONS AND SEPTAGE RECEIVING FACILITY PLAN 401 100-E-051 INFLUENT PUMP STATION WET WELL ACCESS & FOUL AIR BLOWER RMS LIGHTING PLAN 3- FFEL 117.00 9 324 230-M-002 HEADWORKS INFLUENT MODIFICATIONS AND SEPTAGE RECEIVING FACILITY SECTION 402 100-E-052 INFLUENT PUMP STATION WET WELL ACCESS & FOUL AIR BLOWER RMS LIGHTING PLAN 4- FFEL 117.00 325 310-M-001 PRIMARY INFLUENT FLOW SPLITTER STRUCTURE DEMOLITION PLAN AND SECTIONS 403 100-E-053 INFLUENT PUMP STATION GROUND FLOOR LIGHTING PLAN 1 - FFEL 132.00 m 326 310-M-002 PRIMARY INFLUENT FLOW SPLITTER STRUCTURE MODIFICATIONS PLAN AND SECTIONS 404 100-E-054 INFLUENT PUMP STATION GROUND FLOOR LIGHTING PLAN 2- FFEL 132.00 co J 327 750-M-001 DIGESTER COMPLEX No.1 GAS EQUIPMENT ROOM 405 100-E-055 INFLUENT PUMP STATION GROUND FLOOR LIGHTING PLAN 3 - FFEL 132.00 328 750-M-002 DIGESTER COMPLEX No.2 DIGESTER GAS TIE IN 406 100-E-056 INFLUENT PUMP STATION GROUND FLOOR LIGHTING PLAN 4 - FFEL 132.00 s..0- I 329 750-M-003 DIGESTER CONDENSATE DRAIN VAULT 407 100-E-057 INFLUENT PUMP STATION ROOF LIGHTING & EQUIPMENT LOCATION PLAN 1 - FFEL 150.00 w 408 110-E-001 INFLUENT SPLITTER BOX ELECTRICAL PLANS AND DETAILS v 409 120-E-001 METER VAULT ELECTRICAL PLANS AND DETAILS r 410 200-E-002 HEADWORKS EXISTING MCC ELEVATION MODIFICATION - 1 PRQ�' '2 411 200-E-004 HEADWORKS EQUIPMENT LOCATION PLAN �C� IN � Q. 412 200-E-005 HEADWORKS ELECTRICAL ROOM PARTIAL PLAN C.,�,$o ��'p V. a 413 220-E-001 HEADWORKS EFFLUENT STRUCTURE PLANS AND DETAILS it 414 230-E-001 HEADWORKS SEPTAGE RECEIVING FACILITIES PLANS AND DETAILS • 415 750-E-001 DIGESTER COMPLEX 2 EXISTING MCC ELEVATION MODIFICATION - 1 t'' c°�tinV' 416 750-E-002 DIGESTER COMPLEX 2 EQUIPMENT LOCATION PLAN 1> 13, "AN OA u.) EXPIRES: 6-30-05 N. o SCALE WARNING SUBMITTED BY 0 14 1 DESIGNED K KAI � GENERAL SHEET: OF o , (PROJECT MANAGER'S NAME) LICENSE NO. DATE 0 0 DURHAM FACILITY LIST OF DRAWINGS-2 DWG: 000-G-002A z NONE IF THIS BAR DOES DRAWN K KAI IN ASSOCIATION WITH: CleanWater Services a NOT MEASURE 1 SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. PHASE 4 EXPANSION DATE: 23-FEB-2005 -' THEN DRAWING IS , REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 AREA PHASE 4 KEY STRUCTURES 63 LOCATION MAP SITE MAP 0 • 100 IPS = INFLUENT PUMP STATION M °o DURHAM ROAD 110 ISB = INFLUENT SPLITTER BOX N ••' w 120 IMV _ INFLU CONTROL M IOFILTER w 130 OCB ODOR N 140 MH1 = MANHOLE 1 . --._; 140 MH11722 = MANHOLE 11722 -. � ••��... .:� � � •� • � - HEADWORKS INFLUENT MODIFICATIONS CLEAN WATER SERVICES ::: _:„.,. w: : .: :: -. .�: :�� • -: .�... - 200 HIM ••�' ASTORIA , 220 HES = HEADWORKS EFFLUENT STRUCTURE DURHAM FACILITY . �::: . .. ::: o : :, ;; 230 SRF = SEPTAGE RECEIVING FACILITY R ' v E Q: . :> ::' 310 PIFSS = PRIMARY INFLUENT FLOW SPLITTER STRUCTURE•titi HILLSBORO C O L U M B A , N ` ( = (SHALL BE DEMOLISHED) 7 750 DC-1 = DIGESTER COMPLEX 1 SW SHAFFER LN :: '[ 750 DC-2 = DIGESTER COMPLEX 2 •BEAVERTON 1'`�` THE DALLES :.; �::.:::...:_ � • :::�' � ....-..... PORTLAND •TIGARD • ::� ..:: ��• :�.•-::-.....• TUALATIN� :: ::.::..... 0 ■ ■ ■mow ■ ■■■� ■ ■■om ■ ■■�Y` �i•'.,a�4�' ■,`111•:' •; ,,, LINCOLN CITY SALEM , rr = r I - : .. . .. -- SCALE: — 250 • LNEWPORT •■ .:-.:......;:.••-••.:::.:..;.::::. :. ... '..:• ::::.,:..:: y PACIFIC .-- . ALBANY - CORVALLIS HES . OCEAN :.. ..;:: ::. : .: • ,. : :.: ::: 1 • PHASE 4 PROJECT -' BEND . SRF :: 0 :.: :.• EUGENE . . . 0 OREGON :: :::■ ■ '.. EXIST PITS > . . HMV : : . BURNS A 0 COOS BAY 0 ROSEBURG • •[ . ' '' . • . ■ .. • . \r•' . GRANTS PASS ;::. • [ C. : ;::...:::i:' MEDFORD BROOKINGS ■ :. • 1 '::::. ,11,-.". :: . 1-,.:. .....:. 7.:..;:,-:...r.ii.......:- „.:..... ...:,.::,:::...1. ,,,..... .,:L.::::./r... „...7:::..,:,.;.".r...i.,.::.,::.:..... „.:.....H.: IPS • . :: ISB ■ : . ,, VICINITY MAP : :_.. ....... .............,:.:,.::,:.,..:.:„...i,.................._.................. •.:, .. . ............. ...„.„, ..„. . . :.:.,:„. . . .. .. . . . .:. . ... .:. ......:..... ... , ,: ..... _............ ,. . ...,..... :. . . • . .• • : , ... ... .... .... . . ... ... ... .„._ ..„ :":.. :.:., ., :_. ,. .t: . ••.. .... . . . .. .. . ... . . . ...... ........„. ....... ...:, ,,..., ......_ PROJECT INFORMATION: M.F11`:::::: : s OPQ N E SANDY ROAD I: PROJECT NAME: DURHAM FACILITY PAHSE 4 EXPANSION � G'� �o�� A° PORTLAND ... Gl, z , APPLICANT NAME: CLEAN WATER SERVICES X33 \ / -1 2 '..-, TUa Z AIRPORT SITE ADDRESS: 16580 SW 85TH AVE. CATj I 4 w w N VALLEY �W) z TIGARD, OR 97224 NIGyW AY BEAVERTON ° PHONE: N , •_:., :.: (50 3) 547-8175 GOON FzO�'a � �::: S E�'©wELL eOU+LEVgRD MAN MAP &TAX LOT#: 2S113B, LOT 600•PORTLAND ZONING: R4 o 1 ;f \a A 1 PROJECT SITE o o co ii NOTE: cn �a. SCHOLLS FERRY ROAD TIGARD :: 1. SEE SPEC SECTION 01300 FOR LISTING OF DEFERRED SUBMITTAL ITEMS.• :� 0 �# co II KING CITY ° ' �� • °° �� oar` o� •, w o o �- o DURHAM ROAD . fr ... ........ / ..: .:•:**,':'-f.:: :.*[:••...i. -,..:•*;f•••...-1'•*::::' 0 C1 0 SW 85th AVENUE � :::TUALT I N 0 am , . tri � k •.• , TIN •• •• ORk9 PROT N. a. �` � - Z ,° o � - .00.- . . . w 4-1:‘,..° : + 74902P n ,,, : r' iii O � 73 7N 0 r .r,r�""" c.+,oxsoo e : 4y 13,1° .................... %-..-.....,......„... ul EXPIRES: 6-30-05 N. o _ SCALE WARNING SUBMITTED BY 1 DESIGNED K KAI GENERAL SHEET: OF In 0 PROJECT LOCATION VICINITY AND 000-G-003 o i i (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� DURHAM FACILITY DWG: z AS SHOWN IF THIS BAR DOES DRAWN K KAI INASSOCIATION WITH: C1ean� Tate Services PHASE 4 EXPANSION SITE MAPS o NOT MEASURE SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 ti )0p.,,....'...'S„........'.'..-....',..,.1,.'_ :....: ...,,......: :'...."'''''.':,...':,::.:-.::...::....:''...-.:-::.:::.....:.11''''.::.:'''..'::.:-:••*. ''''''''.•."''....:.4'... '":.:*::. ':' '...:: '..''''''...--:..'1•11.l.:'''''.......'.....''''.1.•*:::.:1''''''''.v.:::'.".....'....''''......*..'..''-''''''''.'''..:::..'..''''.4''''''''.-...:...':*-'*.'..'''....'''''''''''''''''..-...'' . '::::.:.......... :/:.:'''''. '..... .1.• ....1:*:::...r: ' .:' -.-•-•'' H.: - ' . ..: : ' .'''...' * .... . '‘..'...'. ... 4.....'..::'.•CV . 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HEADWO:13KS EFF...IPiNT.-: •-• ••••1•..::;::....1':-•.::.,:il •••••1:11••:::. ..... .: .•'::::.. •:::„. ...,.:::::::::.* ... .i.. :-..• 60' FROM FENCE .:-•i ... pp 4 4 : •: : A4 ..r Ar;:-,4 --i• STRUCTURE til-ES)"- Ae- -7*- iro !!'-: H! ...::. :.::,-... ...--...--r....--„,,:-- ..............................::::.... .„, .. . . .:,... :. ..., .,.... . 48"-HVV:p...**.** ... . - • •••-•,•: ..„. , "AREA 1" * op Ir '.:' -• • ' - • A0404 ::, . • -,...... , ....... ......!... . :: .. : .:...L.......j :::: '......i:i :::, TO ri.d*:::::.:::::.... . :: • •• : F, ...:• : ,,-...„ „ ...,;:. --7: .. .. .::,.il....• . .. :E*':-.:.:1•,.:::•.::::.:::,.,:-.•:...•::,...... ..:::::.:::::.:.::::,--, ...::''' ,•: ,:... s.: CBHuEILMDIICNAGL ,' * • . ... . ...... :. : ...:..: . •::. * • •-•. 01 ..,j ADDITIONAL 0) ill : 4, ,..-...----:::::::::::::::::::.:-.......--.:::::,:,:,,..;.•.'LL-.------,---. 1. :' . :, :: ...•••• •••••-.....--'--..• 41.111 :::••:•-•:•:• •:.' .... ':- ••:.:.*:•:-- -4...:-....--. • • . ;, --- ,■4 al STAGING j ::* *4 •':: •••:•::-:.... ..::::. ..:•.*::',.... -. -.,,w ....„,,_____7----7.7.-77.,--1,,..i: ...i..-••• 1.,:..L..:.!;:::.. :i...,...., ..,::....,..407 Fiwc..„_...: ,.....:...,,:„,.:. . .:.....:. ..- • •• - 3 FILL DISPOSAL AREA. CONTRACTOR SHALL DISPOSE il ;4 ri AREA p •-•I• ' , ... . . ..:•:.,••••-„:•:.,... -•.:.:•/- •••••••::::-..,, • • • : ::::.:i.:•:i.: 1 .:•:••••:• :::::,......: -To e.c2..,:„.::: ......::::i: .:..... .....,.. .:."...,...;„ . .. ..,. ... ---.. ..,::.:.::..... ..: . :„....- :....:.,... ...... ,..::.::.:....... .::.., AI SEE .. ,. „• .. .... , .:. ....... .:. ... .:::. •"::::::::... • 1 EXCESS EXCAVATED SOIL BY CONSTRUCTING AN : .„.,..r oil SEE NOTE 4 Ok ...1 '-'•-..... .:..,/:. ::, A •••••••••••,..,•• ':%-:-••••• :::::-.*: ::::-•-• -- ..' ••••• - - ....., IRREGULAR-SHAPED EARTH BERM. BERM SHALL : ,O AREA 24 "0,101:*:,:::. SEPTA4 RECEVIN4••:- ..'... '••••• .''.•.: .-::-::.' 46."...:HWE .:::... L.: • VA, „ , .. FACILITY . .... ..... .. ::::::.',. •,... •: ::::•.:.."•:•,: ....:. ...:::::::.:::::•••• • • • .. .„ i.,...: _, 33 RANGE BETWEEN 35'-40' IN WIDTH AND 4'-6' IN HEIGHT :: ::... rife, i ..:..:„ .:($RF).,,,. '.;.:.:..... ,.E w . ,,,,..'..., i. . zi..i.... ;::....:.-..::. 1 T.9.. P, C3,:.::::.,:j.i:::::: .:::.:::. . . .... ,./A-.• -.':'::: ...----...„..../--.....::::• ....--..-::ri AD ORK0...• . •-:::.- :...... PRIMARY •:•ii • n W/ MAXIMUM SIDE SLOPE OF 3:1,APPROXIMATELY ,/Pr dr .10 1:„a4112 •!., .."."'i::„ •• , -. •• - - --• . -, . , .•:. .. ' • '•:.: '-' '' . ....,.. ..: .:,. CENTERED IN THE 60 FOOT WIDE CLEARED AREA ..7111111/& ' ..- ' .......'•••••/ ..*: -. 4.6w FIWE CLARIFIER : : :..: :.. , PROVIDED BY OWNER. SEE NOTES 2 & 3. • ...- ...,40, ....:::. ,.: ... ,....:. ..,,..„:„.„:„ • x... . ... , ., '..1 -•'.;:::' :-- •...'''''''.-- 1 Ta:PC1'::''':i.::. 3 ::' :... PRIMARY-INFLUENT FLOW - - --------•• . ....::!..... / ....• . <„, •.:•-::."...::... 4:4;..... .., .........:....:::•:„ -::..2:::::.....,.......::::,.]:::::•:-.::..:::,,,.. . . '''...v. -''' I ...i'''' ''..' :- ..:::.:.::f SPLITTER STRUCTURE ..,..... ... . ...,-,..:l•-::',....:i* (t.0,BE.DEMOLISHED) .;,--....INFLUENT METER *I-'• -•'.:.--:.,/ ,41P../ T......:„. ..:....Z.....1;:::-.. „1::::::--:*•*>••;-:::!,::::.:E:::::::::, •-:..:::... *:::::i-•.:::*:-..:•• :::::::. .. .......... •...-..- .. .-........,.._:_,. -.'.: VAULT (1M14 \ /-0,........... ...-: T-_ : „. --...........•:::::... .: . 1 •:•-• --- . - ,....... . . .,....„ . ii:-i : ..• .-.-. .. ...•: (::::::-:::;::,i-- :,..' :-..: PRIMARY •.: , •••,:-..,••-::::::::-...••• •--....... .....-• ...f..- ...•......••- „... .... ..**-.. '. ••- :-•.::. ::..:( .....1.::....- .::... • * - •••"*'-'-.--- 1 '.::•• '• ••• -•••• •••••• -: .•:•'''' '.. CUkRIFIER ..-•:-* .••••:•:::•.:::::„..,•:-::-.- „ : ,,. :::,, • A,11:,/, f / op • • • 11 ... :.„. 2 " •..::..... . ......„-:. -...-:: . •. -.. i-..,.:.,.:,......"..::.._,-::-:-..„,.......;,,.........,,........,.:.::...,....,...i..,......,:...:.......:,:......,..,..:...:.,.:,... .....::::::"........ .i.,....,....:.,.:........::.,........,.....:.......,...,..„;.. •• -; • - - ••• - - - - ... .• . . . . .H. .. .. . --..-.."..'...1*: :''''''' + ,. . . .:• BOUNDARIES APPLY TO ..........10K166 444.r ,ef, .. ..:, . .,..„...,. .... .:•...., ::.. .: ...1,:',::'•: :::..iii :::.:.. :::....... ..' ::.::::. .• ...::. .....::::--.....„., -',..„::,.... ''''" '....":' -'; -.•::-:: .• . . . . . ... ,. . . ... ,.... ...... .. ......: . :,„ . „... .„, OPEN AREAS AND MUST $ ..:-.., . .::, • • , - ... : • . ,....... ,,,z4,424tio,„ .::,,.= :-:.:. :.....„: , •..... .... . ....,..::::,.::::.....- - --. . ... ..---. - .---..---• • • - .. . NOT EXTEND INTO BUSH .,.:: --.6..... F.ILL DISPOSAL op , .., :• - • ..•• ••••••::-.:..,„::.::.,......,iiii.-. ,:_,•,1*:::-.::---"• -:'...:::: .. ' " " " • ' .... ....-..:. AND TREE GROWTH AREAS. ::••••---...AREA, :::::i:g :::::::::: :., ...........:•- . .. . .... .. • . . . ...„. .... ... - .::- ....:- -•..:- .. -.-- • • - •... -.-.. ..... .......• ..„ .. .. . , .. .„ NO TREE OR BUSH CLEARING r . SEENOTE 4 4 •,-:: • :,-• . ... ......., . ,. .. .. • • •• • .....:.,..• .,.. ,... . . .. . . . . .. . . . ::: 4 .::: PRIMARY : .1:.:.....,.... ....--........ ...::.-... i ' - . • - - . ....,.:...:.,...:,::....-i.......' TO BE UNDERTAKEN. SEE NOTE 4 ,.... .:::: - "AREA 3" .....,..-, ......._ , ..... .. p FILL DISPOSAL 1 ILA .1:.:•:!,„.. ,..,_...,.:.::. --.. ,,:: . . . . .: . -- :::. ... ..-: .-...... • --:- ' -- • . - „ . . .: . . • ■ 4 (10•isr CLARIFIER ,:.:• .•'.• ...."-....,„ **•-•I*"-.... : - ....„, ' . • . : Ot ..----- AO/AIPAP --'• ••0 AREA, STAGING & i ::::::::::::. .._„: . ,........7. /1;:doeirf‘ idr.,4107...... PARKING AREA, Al 1 ' . : :„.: ' ...... .... -,.. ... - . --- •• - • .. .. ... ... ,„...,.:.. . . . ' : •.:.- .-:-. - -. . . . - • .. . - . .. . • • : • .. .: . • * .., „ „ ..: „.,...... ... ,:„....- • .„,- • . .. • :::::::::: 0 SEE NOTE 4 _47.....:1,1,: ,:::.:.: ..---:•••• -- . . .,„,....... ..-..."... .. ....i...."....:. ....::,...: .,..---.. -..-... .. ...... .. :: ..-•:-- ' " •-•-• , . . .... . gilt "AREA 4" 1110 11P. i . "., .--.": -...-...--. .. ........• .... . . • • - ' - . . - ,•-•... • ,:. ....• ::......- ,::,..„.„...... ......• .•.........• EMERGENCY ,,•••• roir 4/ /- ji:'"..,i'i....:1-r......:•••...:::.:,,...j.: A,Cit_r_C,ES.?;. ,j3C. .0,NET.. CATeaR:•• ,..HAcLL0MAINT...A....I..N.:...:•-iREX. 16'.T*- ING-'-'1.:*:*••:::.*:::.::::...... '. H*. ..-.:.'''......s./'''.:-.*:'•••-:„:•„•.....:::::'•••••-•••• ...."::.•••• ...::::.••• ••-.•:.,..,.. .. .....././ ... ..:---:„ •••• -- , • •. .. ....., ... ..,... .........:::::-•::'•*" %....].....•••-• • ACCESS : ArA 4rif .,. .:: ,..: ... ,..._...... t....71...:‘, c tip!, 1...19., ....0... 1/4..,s„....,c..9.0 .. • .•. , • ... , • • .... .• • •. ,•• • • ...• NTRACTO SHALL ••-•.--..::••••:--r. :ills.; A.*:.:::iti::::::. ,..,.:-i.1. ...: L..E..•A,V.E:E.X. ..,..!STINP... ....L.O..C-K.....$, .A.....NP.....INSTAL:L...Q)/VN LOCK .... ,..,... . •••• • ... ...• .. •...... . „. .. . .. •. . . .,. . ....... • .. ...... "... ,_ .....,.. .. ...,: .: „ .... .. . • ' - ,Aill :::i•o •:: 0. .: .:... -::.::::: "..,•••:.,.::...•• .. :::::.::„. •,-,...... :•-•... :•-:-: • .. -.: .. ..• .- : .. . . .. . ...,. .. • • -• •• . , .. .• ..... .". . ,„ , ... ...... :... ... :- ... :... • ...7 -......„ --....,::•::„ . .. .. . . . •• ••. . . -.- • .•• " ....:•.:••••• ... • • -- :: ..: ::..:: ,--. . ..••• - •-::,•••., •:-• •: - • • ....... ... ... .. ..... .... . . ••••••••,..--- ---- ••• . . : .....i.-:::.,....::....• ..:::..• ......• ..„.,::::.„.......:::..:.:::.•::::',:.:,.....i':•,' .:•••••-• .. ........ : ... :. . . . . . .... . ..,.::,.......... ........„... ,,.......... --::,:...:'''''''. .../. _ - .... .•• . ... .. ... . • ..... . . ....:.:•"••.....:.:::..,..... .....•.....••••• 01,. .,:,,:. , Ar •• * ' • . .. . . . .-......:-...:..- ....".••• ...• • .••• -••-• ::: ..:: "'----- 1 .• -14 u....- ......... . .4,4 i..:1 i..0,:.::......• '•.';'::..'::,.. SEE'NOTE5••.:: ..-'•••-::.-::•.•..":,:•:. . .•... „...,.... . ... ... „ . ... . . , . .. .. .. ...... .... .. ... . . . . ....:•.:.•:..,..." .„.... ....• . -:::.:::.........:::.....:.:..• ••„..„„:„......., ._............ :...: ...:.......s.„. .„ . ••;* •"'''.. i i''''•-• .:/ .......„3.,..•.!..,ti .., ....i...:,...;-:-:',....s_________----7--....--.... ..... ....„ ..... , .. . :,,. ...: It'. I ri-,..- .... . . . . . . .. ..• .....,... ...„,..:.„..., .. ,.. :::: ., .......... . .... . .,, • ........,::„... ,,...,..... .........-- ...- . .. ...... . .. ., .:-.--:-.....':.:: ..,..... • ...:.--:::-...- -....... ......-- ....---....-........:. .:,.,..; ...) --...-. •"' M!!FM.. ' ...- ----.- -,.1:.... .q::• .::::::,;.::-::::. ..... „ . „ ..... .„ .... ...:.,.. ....s.:., .... ..,. ,:.:. , '......•..- .... .... •.,,...: ,....,• .. . . ..... . . . , „. .. 0.:1 :11::......:.,::.:::, , .,,:',::::.,::::::::.:....,-,:..".•',,.'-7.......,..i.. .:•••,...:::,:..,::.::::' '...--•":.1::-....... - :,. ... '.',... ....:::::::::..... .:•:... ' -....e...'.. 's .. •--..' „,,.. .,...,......,:,.:. .. ..:....:::,:::„.:-• ‘,...,:......, .......:. ,. .,... ......:.,..'..',....-.:.: '•:........,... ... ... • -, :., .: ...;..;i::• -• ,,-;,., .., ., .'.'.. ...'.- '' . • . . . ...,....:,..., -... .. . ..... .... .- :. -. . //I 42"'FrYI..:•-•:.- ----- " - ' • /-.. - . . „,-:: . .., ,. „. . ....... ..:.. . ..:,-.."... .. ....:.:::'::- .. .. .. . . .. ..-. .- „... .: . . . ....... ..„ „. . . . i: ,*.-:: -/ --- . --. -: .-. ...-. kr:: ki :',' ': .. •,,.. :::-' •••••• . - • - -• • • s. --. -- -. -'::'''.'.. ... ' • ••''' ••'.'. ••:''' •';'• - '.• ... ::::1 i,•••■ ::: .. ,. '' :!•;:' 0 .: : - • • ... . ' .":•. -• ' .: .,•••• . , . .:':. ...,'''n..:/“... • • - '11] : .1;'; .:: .... .- ...,.... , ; : ,... ,,.....-• •-•.,,... „".:•:::"..:-: .; ADMINISTRATION-„.. . . .. . .. :-..--.. •-• • ' -. ..---•-• - . . . . .• . . . . . . .. . . . . . „ - • • ( r/iff-414,;.' ,h I -t: .:. ...:!:::::. . ...::: --:.,....„,,...i. ...• ,..:- ..:: :-. ..... ..:: . ...i.... .......:. '-:•---•••••••••.'.•..-. '.. - •:,...". . :..:-. ....- „.. .... '..... .. . ...:.......- ...::.... ......: -:...... . „ „ .,..... . . . ..... . . .... .. .. . . . • . - :•:::..„.. ... . i. .. . : : .., -... . .. .:„:„....: - .„ - . - • ' , 4 •t.1":: '' . . .. . ..- .:- •:-: .- -- f: • • I "-- 44) ?It" 1.1:-. .:. :,-.. -:.• ... ,......„ . . . . . ......., ...:...,„... ... ....:..... ....• ..... . .... .. ., . ... . ..,. .....,.... .... .. ... ,. .. .. .. . . . . . .. •. . .... ....... ..... e: .. ..:..... .. „... . ... .. . .. .... . . . . . . ... .. .::..,..,.. ::,,.. :. .........,.. .. . . . .. ... .. .. . . .. .. . .. ... ... . .i,... : . 1 r„ : - :.ACCESS W/ NEW CONSTR*UCTIO.N.::•-•.. ..i!•..I:- ......:,....:::." -.......:... A ... q,: , .'s. „:: :... : .. - ......:„....--... ....:.... ..:.,, . .. ., „. .. ..:... .........-. . :„..::..... ... ..- . . ..„::::....:•:::- : :. . •-..., I- A" -404.411E ... ..11-...-:•:::"- : GATEAND CULVERT ...:.„ •.• -... ••.:•... .:. .. ..:.::.... ..:..... .: ... .:• --•••••. •• - ." : •,......... .., ..-- *..... • ••.... . ..." ..... ::::. ... . .......... ..• ....:.. . ..... Air A. 4.-Air .a. ...-10.12,: 7f.ri . :14 ..:-:.. .::: -....::.:::.:::.... .:., ..:::::. ..„,, ..„, ... ... ... .... .:,....‘., . , ,, .: , .. .. . , -.... : 'k...'.. DIGESTER „.: • 1 re FILL DISPOSAL / 2 4 . ,11 i, ••• ..:..,._. .. . •.--:.... ....:...... ....::::...:::.„ .. • ....:...„ . • . COMPLEX .... •••••• . •-:i... #4000.---AREA, STAGING v 4..1.:: :rt.'',.;.- :-......:: ....• .....,.,,.,: ...:....... ... . . „. . ..„ .......... .. ... . .....- • •* ••••:'•-••••••• - • •• . .. - .. - • - • - - • ..' .:l: :. NO 2 .....,--'--"•-•,..... '••••---: .../. 11 •il 1. ' i'4 A ...- •'•.::. . "..... :' ...--, -., . ..., :-::. :: : • ..,.:- . :.•-•:':::.,-...'•..:::.:,......... ... .., .:.. .. . .., . .: ,. • , ,i...- .. .. , & PARKING AREA,- ,:,::1,..,....:.i.. :,:rit ,-;:•, .- .„. . . ..„...... . ........:......,- .. . ,.... :. . . .. .- I pffr ...._. SEE NOTE..--4 4/ 0 '':1 I.':'.: :11-. ) \ -.:- .-.--:. -..•- ••:':-.-• . . . ..-.........: :.:::...:,. ......... :::. .:. ,:... .,._..:,:, ..... , .....,,....„:„... .. .. . ......: . ../... -.• .... .........• .. .„ .... c . *-----. -:„ .::,': .... •"„': :: - ..-::... co • A : , 1 •:. ,s. .. .• .. .... . ...•.• i':' ----MAXIMUM LIMIT OF -IL '.. :•-'i,..,.. ' --; - - - 1--A...A41 ......."AFEA 5..... w...iir.: A"::1 1 .:i .„\ ::::•::-::::::. -• ,---:•,„..--...-.....„. .„......... ......... ......... : .„...i.:. . ...... . ........_ 3:1 .. -.4.... ::....,:i. .. . . EXCAVATION (IPS) i: -., •::: „,..,.. ...... -...--.......--. , - ... .... . ......--/ .::::...i' 1:--: ''.:.... ::.•-•:' \ ....:: ... ..,...,.. ..,.. ,... ...:,... ....... :„ .. „:.:•.. : .. . .. ..„..„ . .,,, ... ,.... :.,..; ... ... .. _.... ... ... ,. ....., ....... . . . . , ..,., ... ..... .... ,. " : ,-...• 0 : SEE GBR..pwG, GE1.13.7a :•::: '...., ',-...,.. ..._ ■ ..... -- X J . . .. . .. , ..,..... ,. .. ... . ..,. .... ... .. . .. 0 ..............-:..../ ..,..... 1 .::....:., .:. ,....,... . . . • .. .. .... .. . cn . . .. a. --- .•-•• , . .:•...: ••'••••• ••: ..:.::•:::'.':::::•.•-::1'.',..• ••••:' ' , •- .' .:':-':••:•-•;•:•:::.. :: ..•:,-•• '...."-- "*"1117_..-a/ -'/'-'...''' ........,.. B°ID4,.. ,.///////;* 9 N40:1; i113'.'1") ........,........•.. %:.':41 . •)...4,..:.-.),..:,,, ':-......:.:.•.:,..'\..\..\.\",....:•:::..:....,.......,..:-..„.:::. •......:,..‘:..:...'.'....:•-f.:,...','...•:-...•%:...:....:•.:..:.::•••:.....•:.:::',.,.:.....•':....,;,-.::...:::-E-,....,:.-!.;::::.1.::' ..,..: . .::::i...7.,:. ,.. .....,.:,.•::,-..:.'..,•:..i..1 .•••'. -....1:.i..:••'.....;::: ..il:. '. .:::.:::' . I , -,■,71 - .. .....-. :-. . . . ••:-. , . .. .. -. \., . .,. - • .• . c '''' :-: .... .....,..._ ,...•_..... .... _.. 0 . ... ..............- 4,>.. ...„ ...... ...• ..• ... , . .. ...• --.... .:.... •.... .... . :: f.: :: ::. ..: : . ,:. - ...•- (9 :., ..... •........... .,.........,,•••••- ....., :: -....... ........ ...::,-. ..:.••••• .... ...• . :, .. ....:.-. c ....•••• - ... . 1 ' . . . ... .. ... . .. ... .... ... .. . ... .. .. .. . .. . • • - -• . • ••• .. . .... ... .... . .. . ..:. .... .• ... .. . .. 4.5TRAVE.., .. ::...:ii .. , ,„ '....:...-- .:::::'...',:.'s -...,..- ..-:::: :.,;'''' ':•••• .. ...- ...-- - / -i• -•'-. '..--... . NOTE: .g? ..-- .. . :::::•:::•L.1.::::'''''''::........:::::".........7-1....-- :•"-IN. FLUE*1■11- " ''''...••••••• •• i. '.:-:-( ' :•%•:: ............. ... ..7. - -- -PUMP ---- ......... -•• '. ,.. '- - -•:::::::: ]!:•" ..-- .-.....- ------ ..--' ..1:•::.* • *...4. -,:-.EXTENSION/..:.,, • . ---... -..: • : - : ." .... ..-•••• ....•••:.:-. •-•''..:1.:,::' •:: ... .. . ' (BY OTHERS) :;::::':i. •••••-.. •'•••„::... .....-:••••• .•,::::- . 1. CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITY WITHIN THESE BOUNDARIES.A MAXIMUM WIDTH OF 110 FEET IS ALLOWED FOR EXCAVATION AND SIDE CASTING (SEE SPECIFICATION 01570). FOR MACHINERY, VEHICLE AND PIPE LAYING a_ :::•::: ..„-- .....- „........:-:, ....:.•: -. :: ...., ......... - -- -- • - • ' • •• '. • • . .. .. . .. . • .. . .. „ ACCESS WITHIN THE WETLAND, THE CONTRACTOR SHALL NOT EXCAVATE OR CLEAR THE GROUND OF VEGETATION IN 1 STATION•- .... •••:- :. .. :-..:_.., .„ /0, ....-.• .......... . , ....- ::::;:: i, :: -...,.:.. .:, :::, : ...,-.:.• ,......- . . „ .•.„. ... ,..,... :,... :,. - .. .. . ACCORDANCE WITH CONDITION OF PERMIT REFER ALSO TO TEMPORARY EROSION CONTROL DRAWINGS 000-C-075 TO .-.... :. :: :. .... .........,,, (IPS) .., ... .- :- ::.---::::::, . . .. .. ... . ,..- Z. : •-•:i::..::: --... ..... .._ ...... „ . , : .::!...../ . 000-C-079 AND LANDSCAPING •RA A k GS a I O-L-010 TO 0$ I-L-01 7 as -:., : .: .: - .. . . . . ,.. .:......: ....... L.L. ' • . . ' • • .. -- .: EI ..--••••• ',. •,.. .... ..... ..• ,.. • / '''..***- •-::::'.' .' '".::::. ---/:::: '•]!:"...... •'":-.E::. ::' ,...::.• .„-.: .,..L ...:: . :..-.::::::.. .,..,„ . .......„....„....,.... .:.. . • • , . .• • 2. CONTRACTOR SHALL USE AREA 1 FIRST FOR DISPOSAL OF EXCESS EXCAVATION MATERIAL BY CONSTRUCTING BERM AS ; -.........: .: . I ,P,$:: .••:•.'" .......... ....... ......• .:. : : „ • • • • . . ,• •• „ ... _... .. .. I . • • , .' ,I.1' ' ' ' '''' ' INDICATED.AT THE CONTRACTOR'S OPTION,AREAS 3, 4 AND 5 CAN BE USED AS SECONDARY AREAS FOR DISPOSAL OF 2-727. ( . ........- ---INFLUENT--.....:,::/ • • ,,. ..... ,, . ... • . . ..,...: .... .... .. EXCESSEXCAVATION MATERIAL. CONTRACTOR SHALL COORDINATE HIS USE OF AREAS 3, 4 AND 5 AMONG ALLOWABLE 8 •.,.„ ....i. ''' RS PIPE. . . . ... --- - SPLITTER .. • . , , ...• ,• • ..• .......,..... .... , USES INCLUDING FILL(EXCESS EXCAVATION MATERIAL) DISPOSAL, STAGING, PARKING AND EXCAVATED MATERIAL I •• • ::.: „: • 13.0X (ISB)....••••.- . . f :::•: LIMIT OF CONSTRUCTION :.: :: . . . ' • .... . SEPARATION AND STOCKPILING. IF ULTIMATELY USED BY THE CONTRACTOR FOR DISPOSAL OF EXCESS EXCAVATION 3 . --: I .:„....„ ........-..- ...,.:-. „..- ..,..- ..:: .- „:-. MATERIAL,AREA 3, 4 AND 5 SHALL BE USED IN THE FOLLOWING ORDER AND MANNER AREAS 3 AND 4 SHALL BE USED a...1 '... '.1111 ...--....:-."::***. "•••••::',./. r• : . •:AOTIVITYWITHN„WTLAND : ..: .... • • •• , _._ ••... .•••-•••..-.• • .:.--.• ..:.-- .--- & BEFORE AREA 5;AREAS 3 AND 4 CAN BE FILLED TO BETWEEN AN AVERAGE DEPTH OF 2.5 TO 4 FEET WITH THE ENTIRE FILL : . ■ :::-..H. .:.... -.-.•-: i' BOUNDARY FOR 84"RS : ' • ••:' ••••• ". .:::. .. • •••• ••," ••• .. . . AREA FINISHED TO A UNIFORM SURFACE AND GENERALLY GRADED SLOPING WEST TO EAST AND NORTH TO SOUTH;AND, LEGEND • ----• ''.. 60" RS -% -.■,,, .. ...,,...,.,,,,, ,4.,• -• '.--• .. • • ..''.. - - '.. -••• •: '•••: ' SEE NOTE l'*::•••....,::: .:: .. •-• ••••• ..,..::.■-• ..." •: ...-. ..... •.: . ,,, .. . ... _. .. ,. . .... I : . , . - ': • PIPE ..'1, ...:. : . " .." ,-...." ..• „:,..„.. ..... . .. ... ......... ... • ' -- AFTER USE OF AREAS 3 AND 4,AREA 5 CAN BE FILLED TO A DEPTH OF 1 FOOT. . 111•• --- 5.? .,.. ...-• ...;,-,::::::',.....--:- ":•::,' i ' - • . • as _ .. .. _ .. , MAXIMUM LIMIT OF • -"" •I'""•••----.........--;:- ' '''• • • . ....,,.:::::::::......„....,• ....•••• • • .• •• • • • • _ 0 EXCAVATION (IPS) .. .. . .,. . .... .. )•• .. .. .: ... : .. -■s„, . cb ....„.....„. • ...:s...-*•'...:•-• ,,..,,,, , .... ._.,::E.:.........: ......................... ._,..e..,,,,,.,. . .....,:•:•:,-• :::i . • : ... ................ .. .. „.. ..... . . - . . • , _ •• ... ..:.• „ . ....... ,.. .. . ----• •" - 3. THE 0 ER WI LEAR ' .1 FOO !TIDE A- ROM 111E FE - :Y JUNE 1ST, 2005 AND MAINTAIN SAID AREA UNTIL ."6 •::. • ,-..._... ........ ......., I ...,-- .. .. „.:•-••••• .: o ..-•-•-. ...--.--,-.:,-, -, ... ... • -- ..:: :: -s. '::: . ., :**`44.,, - -' THE CONTRACTOR DESIRES THIS AREA FOR HIS OPERATIONS. WHEN CONTRACTOR HAS COMPLETED CONSTRUCTION OF ..:.:, .....: ..... : 7,..... .1: EX .. :.:••:-:'''': .:" ..:•••• :':' ::-'..--s ..:::::-: . .. ..../ 1.5: - - - - - LIMIT OF CONSTRUCTION ACTIVITY -:''' ..:* ,:-.' ':::.'•:•,:::• ' .. --...".N.....-.. . . ...... :,,. .- ,..- ,t•-... / .11'4%;P ./.. ''.:4 , * '.:. I :- .-. .1..,... ,• •:•••• !) .,.-, ............ .,... , ..., ..: - ..•• ,..-...- ,::::... ...• ...- , ::' •.:'..: ' ,. ::.:1.:i:,:: IPS ..: i ::•.•:•:::::::•,:;„, ,::::::: .,., ..:.• ........ ,•• ...•,...... ....... •• . . . ;. .. ()THE BI ESRM CONTRACTOR SHuARLL,..APSPALY TOOP•SeO_ILNAIN.D SEED THE ENTIRE 60 FOOT WIDE AREA IN ACCORDANCE WITH SPEC a. WITHIN WETLAND BOUNDARY ... --6 . . ;::.- - .. , ..: .. ... ,: ..... .: ., .. ... , .... ..... .., . .. ... . ,..,.. . , .„....„...... • • • v .. .. ...„ .../ • .• .„ - - - . .../.0) -- . . ..../ , ...„ , „,„...• ..:::-„, , „-„. „. .. ../. ,:.„--- :.: ., „, .„-ii„,:, .:::.:'. „-• „,..„,--.. . ,-.i:,..., .........„ 4. UPON COMPLETION OF THE WORK, OR UPON COMPLETION OF HIS ACTIVITIES IN AREAS 2, 3, 4 AND/OR 5, CONTRACTOR z - ........41.......... - PROPOSED .:--...... *---....:.,...::.::.:.-.•:......„ :-it......---• ...--'.--: .: ■ ..- •-• J.' ....- ...:-. ::: -: - ,:.. . .-. .......- . : ....:...:...,...„„.. ... ...,.. ..- ..: ..- - •.::::-..'':-: .--- --:•. :-.:,--:- ..:.:•' .:•' '• :-... ..-:,./..::::.,..:-. • ''• • .... „ ••:: : ....:::::. SHALL FINAL GRADE HIS WORK AREAS AND SHALL APPLY TOPSOIL AND SEED IN o HAUL ROUTES .........• -...- ..-:::-...-•:-: i . . ...• .•. • : :..• • .. ... . .• ,.•. ••,:.•• * - .. '•-• - & co ACCORDANCE WITH SECTION 02930-SEEDING SEED MIXTURE = OAK WOODLAND . .■ . ...... .../84" RS '-:•":: ., .• • "*.*'**". --7,7.‘ -•,.....* .:-..•' . •::....•• :::.i:'.• ...... ..:;•*::-.•••. .._ .-:-..• ..,i..... .. Cc%"•\) RP Of ....::: ..:. i• .....• .,. ../ • ...: .....• ,..., . .. .....• ..... .......-.,. ..• ,,,• .....• pipf.,..,......••• ,,. .._,::: . . 5. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION FENCE TO PROTECT I, .. .. : . . •"/ ..• • '• .•'' ••■. /"..•-• i .."--''..... MH 1 .]i: .:. , ....:::::"...,.:::,.:::.'::..,.....-.::;:••-,...-::::...1.::". . ....,-...:::,..-. c.1/4, PEDESTRIANS ACCESSING CITY OF TIGARD'S TRAIL SYSTEM. EXTENT OF c - 74902P id i • • .,. . .. .• . .....• .,..,.. : i.:: ....: . . .. . .. . .. .. .. .. , . „ . . . ,.... , .. .. „ ••: • - : ..., .. - ..., ., .. . ..:. :.-: •. ,...- .., ____., , ...• • .:„. ..• ,. : ., .. .,. TEMPORARY FENCE SHALL BE FROM THE PLANTADMINSTRATION BUILDING . 4 • . • . '. s ...... -,•-•:,-. ::i . : U- . . . . .. • •-:::•:: 90'-0" 90'-o" ••i••: .:,:i. ,...../. •- ......../. .....••• ••' . ....../1 .•. . ..../ ...••• :-: r..:: ..:.:, . : „:„ ]:.:::.,.. -:-.:,:: ...;',•,••..:-.. ..:.:•-:.•>:-.•,.4-..,.:......:,•:•,::.:-•••••:,..., ...• ,,:.-..,.:: SIDEWALK TO THE SOUTH (CONNECTING TO THE ASPHALT PEDESTRIAN PATH c.o. IMMO v" .. . • .• ". •.•... •••• • ., . .. ,• . .. ., .• ... ' .. " ' 1 .:.:, ' ' :.' '*:: - .."*.:-; .:' ....:.•.::*H;1.:H*• MAXIMUM LIMIT OF TO COOK PARK) PAST CONTRACTORS WORK AREAALONG THE EXTENSION OF - •••••- • ._ .. ... .., ...: ..:: ... .:„........, .. . .• '' - • -* - • •• .: :: • ";::::::•'. ...** ":--. •**:*':•:•:::•'"...:'::" -"•:•::••••::s '''•- EXCAVATION (MH 1) 85TH AVE. '‘l' 13,1.-I ......... ..... ,• ,.. .• ..- ..- , : •:,.: . , , . :: . „.. „.. .... •-, .... ..: . • . . . .. ....... . : .. .• ...: _:.•.. :.„•....• ......:.•.... , . . . • • . .. „. .. ... .: ..,. .. ...„.. .... .„... .... :•„...:,.. ..:. ........ -."'::::•:-:„.•*•• --.. • ...: : .• .::.• .. .. .:-... ::• •••,..••• ..: ..•... Ln MH 11722 EXPIRES: 6-30-05 t■. to SUBMITTED BY SCALE WARNING SI 0 X 1 DESIGNED K MI ( ) ) M IN H GENERAL SHEET: OF DURHAM FACILITY SITE PLAN, DWG: 000-G-004 ii I I (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: z 1"= 100' IF THIS BAR DOES DRAWN K KAI CleanWater Services PHASE 4 EXPANSION CONTRACTOR'S SITE ACCESS :f..22. LI, 05/11/05 K KAI ADDED AREA NUMBER AND REVISED NOTES. NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. AND STAGING AREAS DATE: lip-MAY-2005 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 . .. .. -.:-. " . .. • . . . . .. . .. .. .. . .. .. . ,.. ,,,,... , ,.. ..... ,...,.. •.,....,. .. . . •: • . ,."„.....• .... • . '•. ..... ..... : .. . • ,..„. ..... ,... : . . . .. . . ...... .. SURGE BASIN 2 •, .. • ...........•-• . -•,.. , .,,.....-. /.......' , . ... .............. ......:. ..• .. . • c•,-) .. .. .. .. . • . .. .... .• ...... u) •• . . . . . . . •.......... .,........i..:..,......• :: ci; ..... ......-- •••••••-• • • . • . .. ..•.::. ..... :. 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I ( ) ) iv I VV DURHAM FACILITY LIQUID PROCESS DWG: 000—G-006A b- (PROJECT MANAGER'S NAME) LICENSE NO. DATE H ,N ASSOCIATION WITH: z NONE IF THIS BAR DOES DRAWN K KAI CleanWater Services PHASE 4 EXPANSION SCHEMATIC-1 .0 O NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL 11-APR-2005 "'I THEN DRAWING IS Our commitment is clear. _ REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 . . N N. 0 SEE DWG 000-G-006A Lb FOR CONTINUATION .--- 48" EXCESS FLOW r; -ow- 48" EXCESS FLOW L() 0 0 --*.- c., ri 48 FROM a. , 1 SECONDARY SURGE CLARIFIER —J BASIN NO. 1 NO. 4 / Co WET WEATHER as OUTFALL c) '5 •-...w,,,N, / / 1 c• ' L.-?..) SAMPLER a_ ..0,--- = 42" OVERFLOW -------A■ --4..... 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STRUCTURE A - -or, INFLUENT I Imam y ; ni_ A • i i CHEMICAL CLARIFIER NO. 3 (TYP) I FE r CHEMICAL _ NO. 7 INJECTOR/MIXER (TYP) tc:=='7i— 1 r -1— __....- I I LOW I Liv AllniNir Al \•k,1 IL , 20" (TYP)-4 , PHOSPHORUS if A N— 36WWD ..,,N I \\ A 1 I- -1-- 11. ' ---1 CLEARWELL I I L 1 .1::„...... ..,,,,------------ SB ...A--- I 4 i- -7-- FLOATING E TUBE SETTLERS FE i illik or 14.__,....._ BAFFLE (TYP) I II 11 ---110.- I I NO. 6 CHEMICAL x [j- -**- -DECHLORINATION -... ,,,dir.......„...---- ,,,0,01 - -..- SECONDARY CLAIRIFER INFLUENT ..----- till l_ _, CHEMICAL CLARIFIER NO. 2 LiJ --AM.- 1 CM3 cf? STRUCTURE CLARIFIER 1 \ CHANNELS -.--ar..-IT fr D ....1 LL_ L OVERFLOW L FE ...,FE ..., NO. 2 6 Hi- - IE FE WEIR C 84" WET WEATHER OUTFALL --0.- 0) 42" SECONDARY #'\I 'I?. A i, ORP NO. 5 m EFFLUENT w I I- -40- ANALYZER ---- -II.- I I ftr ki. _ H § ..____-•.- . 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"cl "( STOP PLATE (TYP) ...... III - • --15.- - 0 , r CHLORINE CONTACT it T U A L A T I N RIVER •...... ORP ANALYZER . \cc-0 Lfs, ....r., a I IN vj El ---0., ) 40 IN4, el N...._ I EE3 /"*IJC 4 44 -4.. z _,......_ 1,........,.... ....■•••-• C '' 7 49 0 2 P r.--- BASIN NO.1 --so- . 4 ii 1- I, tAefr once , '. CL2 ANALYZER\ 4.1" 13,1 SCUM SKIMMERS Lt) EXPIRES: 6-30-05 N. U, SUBMITTED BY SCALE WARNING 0 0 % 1 DESIGNED HDR ( ) ) M 18/ --.44%, GENERAL SHEET: OF DURHAM FACILITY LIQUID PROCESS DWG: 000-0-0068 6 . li■iiTT = (PROJECT MANAGER'S NAME) LICENSE NO. DATE H ,N ASSOCIATION WITH: z NONE IF THIS BAR DOES DRAWN HDR CleanWater Services PHASE 4 EXPANSION SCHEMATIC-2 .0 o NOT MEASURE 1 SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 11-APR-2005 --, THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED HDR (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 WET SEASON DRY SEASON 6 FLOWS AND LOADINGS FLOWS AND LOADINGS WATER QUALITY CRITERIA L0 0 0 N m WET SEASON DESIGN CRITERIA 2015 (1) 2020 (2) BUILD-OUT (2) DRY SEASON DESIGN CRITERIA 2015 TUALATIN RIVER DISCHARGE AVERAGES w N FLOW (MGD) FLOW (MGD) LOW FLOW PERIOD CRITERIA [A] MONTHLY WEEKLY DAILY NOTES AVERAGE DAY 35.2 (3) (3) AVERAGE DAY 27.2 CBOD5 (LBS/DAY) 830 1300 1900 [C, D & E] ai MAXIMUM MONTH 48.2 MAXIMUM MONTH 33.7 TSS (LBS/DAY) 830 1300 1900 [C, D & E] a MAXIMUM DAY 84 95 149 MAXIMUM DAY 48.8 TOTAL PHOSPHORUS (MEDIAN MGIL) 0.11 N/A N/A ti PEAK HOUR 105 121 193 a MAXIMUM FLOW TO 84 BOD5 LOADING AMMONIA- NITROGEN (LBS/DAY) N/A N 406 SECONDARY TREATMENT AVERAGE DAY E. COLI (#/100 ML) 126 / TOTAL RESIDUAL CHLORINE (MG/L) N/A N/A 0.026 [G] LOAD (LB/D) 47,400 DISSOLVED OXYGEN (MG/L) N/A N/A N/A [I] BOD5 LOADING CONCENTRATION (MG/L) 211 PH 6.0 - 9.0 N/A N/A [H] AVERAGE DAY MAXIMUM MONTH TEMPERATURE (°F) N/A N/A < 77 LOAD (LB/D) 47,400 LOAD (LB/D) 59,300 THERMAL LOAD (KCAL/DAY) N/A N/A 2.0 X 10' CONCENTRATION (MG/L) 163 CONCENTRATION (MG/L) 211 .s MAXIMUM MONTH MAXIMUM DAY HIGH FLOW PERIOD CRITERIA [B] MONTHLY WEEKLY DAILY NOTES Y LOAD (LB/D) 61,600 LOAD (LB/D) 90,100 CONCENTRATION (MG/L) 153 CONCENTRATION (MG/L) 224 CBOD5 (LBS/DAY) 3500 5300 7000 [C, D & E] 1 MAXIMUM DAY TSS (LBS/DAY) 3500 5300 7000 [C, D & E] LOAD (LB/D) 123,000 SUSPENDED SOLIDS LOADING TOTAL PHOSPHORUS (LBS/DAY) N/A N/A N/A CONCENTRATION (MG/L) 172 AVERAGE DAY AMMONIA- NITROGEN (LBS/DAY) N/A N/A N/A LOAD (LB/D) 53,900 E. COLI (#/100 ML) 126 N/A 406 SUSPENDED SOLIDS LOADING CONCENTRATION (MG/L) 238 TOTAL RESIDUAL CHLORINE (MG/L) N/A N/A 0.026 [G] AVERAGE DAY MAXIMUM MONTH DISSOLVED OXYGEN (MG/L) N/A N/A N/A LOAD (LB/D) 53,900 LOAD (LB/D) 70,100 PH 6.0 - 9.0 N/A N/A [H] CONCENTRATION (MG/L) 184 CONCENTRATION (MG/L) 249 TEMPERATURE (°F) N/A N/A < 77 MAXIMUM MONTH MAXIMUM DAY THERMAL LOAD (KCAL/DAY) N/A N/A 2.0 X 10' LOAD (LB/D) 75,400 LOAD (LB/D) 129,000 CONCENTRATION (MG/L) 188 CONCENTRATION (MG/L) 317 REUSE MAXIMUM DAY TOTAL COLIFORM - [J] 7-DAY MEDIAN OF 2.2 ORGANISMS/100 ML. MAXIMUM OF 23 LOAD (LB/D) 129,000 TOTAL PHOSPHORUS LOADING ORGANISMS/100 ML. CONCENTRATION (MG/L) 178 AVERAGE DAY LOAD (LB/D) 1,100 TURBIDITY- [J] 24-HOUR MEAN OF 2 NTU WITH NOT MORE THAN 5 NTU DURING ALKALINITY CONCENTRATION (MG/L) 4.9 5% OF A 24-HOUR PERIOD. AVERAGE DAY MAXIMUM MONTH CONCENTRATION (MG/L) 143 LOAD (LB/D) 1,400 CONCENTRATION (MG/L) 5.0 MAXIMUM DAY LOAD (LB/D) 2,700 NOTES CONCENTRATION (MG/L) 8.7 (1) PER PHASE 3 & 1999 FACILITY PLAN AMMONIA- NITROGEN LOADING (2) ANNUAL FLOW PROJECTIONS PER TM-1, BODR FOR PHASE 4 AVERAGE DAY FLOW SCENARIO BO2P LOAD (LB/D) 4,100 CONCENTRATION (MG/L) 18.1 (3) BASE WASTEWATER FLOWS OF 25.4 MGD FOR 2020 AND MAXIMUM MONTH 51.4 MGD FOR BUILDOUT WERE DETERMINED BY THE LOAD (LB/D) 4,500 BASIS OF DESIGN REPORT FOR THE PHASE 4 PROJECT. CONCENTRATION (MG/L) 16.0 MAXIMUM DAY LOAD (LB/D) 7,000 CONCENTRATION (MG/L) 17.3 ALKALINITY AVERAGE DAY CONCENTRATION (MG/L) 143 C 0) GENERAL NOTES ti 0 0 0 0 0 A. LOW FLOW PERIOD BEGINS THE EARLIER OF A)THE FIRST DAY AFTER APRIL 30 WHEN 0 m a THE SEVEN-CONSECUTIVE-DAY MEDIAN OF DAILY MEAN FLOW MEASURED AT THE a FARMINGTON GAUGE IS LESS THAN 250 CFS OR B) JULY 1. a) C B. HIGH FLOW PERIOD LIMITS APPLY BEGINNING THE EARLIER OF A)THE FIRST DAY AFTER °' SEPTEMBER 30 WHEN THE SEVEN-CONSECUTIVE-DAY MEDIAN OF DAILY MEAN FLOW 15 AT THE FARMINGTON GUAGE IS AT LEAST 350 CFS OR B) NOVEMBER 15. 6 a1 C. CBOD AND TSS VALUES ASSUME NO INCREASE IN CURRENT MASS LIMITS. Pi 'co D. DAILY MAXIMUM MASS LIMIT FOR CBOD AND TSS IS SUSPENDED WHEN FLOW EXCEEDS E1 TWICE THE DESIGN ADWF OF 22.6 MGD. .ci a E. CBOD5 AND TSS REMOVAL EFFICIENCY SHALL NOT BE LESS THAN 85% MONTHLY AVERAGE. Cl, F. THE WEEKLY MEDIAN MAXIMUM AMMONIA LOAD LIMITATION IS DEPENDENT ON RIVER FLOW, .E RIVER DISSOLVED OXYGEN AND THE TIME PERIOD BETWEEN MAY 1 AND NOVEMBER 15. m SEE NPDES PERMIT FOR CALCULATION. LI a) G. TOTAL RESIDUAL CHLORINE SHALL NOT EXCEED 0.038 MG/L FOR MORE THAN 60 CONTINUOUS cI MINUTES ON ANY GIVEN DAY. co m U H. PH VALUES SHALL NOT BE OUTSIDE THE RANGE OF 6.0 —9.0 FOR MORE THAN A TOTAL OF 8 C) HOURS IN ANY CALENDER MONTH AND NO INDIVIDUAL EXCURSION FROM THIS RANGE SHALL SPRop ,EXCEED 60 MINUTES. �cc� s/ 0 IN 8 D •..., I. DISSOLVED OXYGEN SHALL NOT BE LESS THAN 5.2 MG/L FOLLOWING THE CHLORINE CONTACT CHAMBER. 74902P ci • " f J. BASED ON OREGON LEVEL IV RECLAIMED WATER STANDARDS. v► av 641' 13, U) EXPIRES: 6-30-05 N. - o SCALE WARNING SUBMITTED BY 0 1 DESIGNED K KAI � GENERAL SHEET: OF Q (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� DURHAM FACILITY DESIGN CRITERIA DWG: 000-G-007 z NONE IF THIS BAR DOES DRAWN K KAI INASSOCIATIONWITH: C1eanWater Services PHASE 4 EXPANSION FLOWS AND LOADINGS JD - NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 THEN DRAWING IS Our commitment is clear. —) REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 DESIGN CRITERIA - LIQUID PROCESS (A PRELIMINARY TREATMENT , SECONDARY TREATMENT (E) , SECONDARY CONT. TERTIARY TREATMENT CONT. TERTIARY TREATMENT CONT. RAW SEWAGE PUMPING VARIABLE FREQUENCY DRIVE PUMPS AERATION BASINS RAS PUMPS DISINFECTION AND DECHLORINATION EFFLUENT FILTERS (EXISTING) MIXED w TYPE VAR. SPD. VERT. CENTRIFUGAL NON-CLOG c) BASINS 1 & 2 (EXISTING) EXISTING (TRAINS 1, 2, 3) BASE FLOW CHLORINATION/DECHLORINATION (EXISTING) MEDIA NUMBER LENGTH, FT 144 NUMBER 6 CHLORINE CONTACT BASINS SURFACE AREA, EACH, SQ FT N HP 4 @ 700. 2 1000 WIDTH, FT 100 TYPE HELICAL SCREW CENTRIFUGAL NUMBER, NORMAL FLOW 3 FILTERS NO. 1 -4 900 ' SIDEWATER DEPTH, FT 20 CAPACITY, EACH, MGD 7.5 BASIN NO. 1 FILTERS NO. 5 - 13 980 CAPACITY, EACH , MGD 4 25; 2 @ 40 ACTIVE VOLUME, EACH, 1000 GAL 2,120 DRIVE VFD VOLUME, 1000 GAL 1,030 OVERFLOW RATE, GPM/SF (J+B73) o TOTAL FIRM CAPACITY MGD 140 WETWELL DUPLEX SELF-CLEANING TRENCH TYPE BASIN 3 (EXISTING) HP 50 DETENTION TIME, MIN ADWF 1.8 ° LENGTH, FT 143 NEW (TRAIN 4)AND FUTURE (TRAIN 5 - PHASE 5) AWWF 165 MDDWF 3.3 0- ODOR CONTROL BIOFILTER WIDTH, FT 100 NUMBER 4 MDWWF 51 AWWF 2.3 FLOWRATE 6,000 CFM SIDEWATER DEPTH, FT 20 TYPE NON CLOG CENTRIFUGAL BASIN NO. 2 MDWWF 5.8 SURFACE AREA 3,000 SQ FT ACTIVE VOLUME, EACH, 1000 GAL 2,090 CAPACITY, EACH, MGD 7.5 VOLUME, 1000 GAL 787 BACKWASH PUMPS MEDIA TYPE INORGANIC BASINS 4 (NEW) & 5 (FUTURE - PHASE 5) DRIVE VFD DETENTION TIME, MIN NUMBER 2 SURFACE IRRIGATION, HUMIDIFICATION NOZZLES LENGTH, FT 143 HP 50 AWWF 126 TYPE END SUCTION CENTRIFUGAL SEPTAGE RECEIVING FACILITY WIDTH, FT 100 MDWWF 39 CAPACITY, EACH, MGD 28.2 TYPE PACKAGED SYSTEM SIDEWATER DEPTH, FT 20 BASIN NO. 3 DRIVE CONSTANT SPEED PIPE DIAMETER 6 IN GRAVITY FLOW ACTIVE VOLUME, EACH, 1000 GAL 2,090 ,TERTIARY TREATMENT , VOLUME, 1000 GAL 812 HP 400 1 MOTORIZED SHUTOFF VALVE DETENTION TIME, MIN BACKWASH BASIN L pH PROBE, CARD I.D. SYSTEM BIOLOGICAL NUTRIENT REMOVAL MODE CHEMICAL CLARIFIERS AWWF 130 VOLUME, MILLION GAL 1.0 MECHANICAL BAR SCREENS ANAEROBIC ZONE RAPID MIX BASINS (EXISTING) MDWWF 40 CLEARWELLS (EXISTING) NUMBER 4 NUMBER OF CELLS PER BASIN (F) 2 NUMBER 3 EACH BASIN HAS CHLORINE RESIDUAL- NUMBER 2 WIDTH FEET 2 @ 5; 2 @ 6.5 TOTAL VOLUME (EACH TRAIN), 1000 GAL 215 VOLUME, EACH, 1000 GAL 6.7 AND A ORP ANALYZER VOLUME, 1000 GAL TYPE RAKE CLIMBER DETENTION TIME, HR DETENTION TIME, MIN HYPOCHLORITE MIXERS LOW PHOSPHOROUS 390 GRIT BASINS (EXISTING) ADWF 0.9 ADWF 1.1 NUMBER 4 REUSE 566 NUMBER 4 MDDWF 0.5 MDDWF 0.6 TYPE INDUCTION MIXER REUSE PUMPS (EXISTING) CAPACITY, EACH , MGD 2 @30; 2 @40 ANAEROBIC RECYCLE PUMPS MIXERS HP 5 NUMBER • 3 TYPE INDUCED VORTEX NUMBER PER BASIN 1 NUMBER 3 DECHLORINATION STRUCTURE TYPE SPLIT CASE HEADWORKS EFFLUENT STRUCTURE (HES) TYPE AXIAL FLOW TYPE INDUCTION MIXER VOLUME, 1000 GAL 35 CAPACITY, EACH, GPM 2 @ 1,650 ; 1 @ 575 W/ PC 1 THRU PC 4 OPERATING, MGD 180 CAPACITY, MGD 9.5 HP 5 DETENTION TIME, MIN DRIVE CONSTANT SPEED W/ PC 1 THRU PC 6 OPERATING, MGD 240 HP, EACH 30 CLARIFIERS (EXISTING) DETENTION TIME, MIN HP 2 © 125 ; 1 @ 50 PRIMARY TREATMENT ANOXIC ZONE NUMBER 3 AWWF 6 SURGE BASIN N0. 1 (EXISTING) 4. 1 NUMBER OF CELLS PER BASIN (F,G) 2 STAGES PER CLARIFIER 2 MDWWF 2 VOLUME, MILLION GAL 5 TOTAL VOLUME, 1000 GAL (TRAINS 1 2) 347 LENGTH PER STAGE, FT 100 MIXER TYPE DIFFUSER SURGE BASIN NO. 2 (EXISTING) PRIMARY CLARIFIERS 180 MGD 240 MGD TOTAL VOLUME, 1000 GAL (TRAINS 3, 4, 5) 340 WIDTH, FT 100 NEAT HYPOCHLORITE PUMPS VOLUME, MILLION GAL 9 PRIMARY CLARIFIERS 1 &2 (EXISTING) DETENTION TIME, HR AVE. SIDEWATER DEPTH NUMBER 2 EFFLUENT FLOW MEASUREMENT DIAMETER, FT 120 ADWF 1.5 STAGE 1 TYPE PERISTALTIC BASE FLOW SIDEWATER DEPTH, FT 12 MDDWF 0.8 CLARIFIER 1 & 2 13.2 CAPACITY EACH GPH 900 NUMBER 2 SURFACE AREA, EACH, SQ FT 11,310 MIXED LIQUOR RECYCLE PUMPS CLARIFIER 3 16.4 HYPOCHLORITE FEED TO CL2 BASINS TYPE PROPELLER VOLUME, EACH, 1000 GAL 1015 NUMBER PER BASIN 1 STAGE 2 NUMBER 4 FLOW RANGE, MGD 1 @ 3 -40; 1 @ 8 - 90 OVERFLOW RATE, GPD/SQ FT (B) TYPE PROPELLER CLARIFIER 1 & 2 16.2 TYPE PERISTALTIC STORM FLOW ADWF 450 CAPACITY, EACH, MGD 18.7 CLARIFIER 3 16.4 CAPACITY, EACH, GPH 100 NUMBER 1 AWWF 590 HP, EACH 50 STAGE 2 SURFACE AREA, EACH, SQ FT 10,000 SODIUM BISULFITE PUMPS (EFFLUENT) TYPE PARSHALL FLUME PEAK FLOW 1520 3663 3172 AEROBIC ZONE TOTAL VOLUME, 1000 GAL NUMBER 2 FLOW RANGE, MGD 5 - 225 DETENTION TIME, HR (B) NO. OF CELLS / BASIN (TRAINS 1, 2, 3) (F,G) 3 CLARIFIER 1 &2 2200 TYPE PERISTALTIC TUALATIN RIVER OUTFALL (EXISTING) ADWF 4.8 NO. OF CELLS / BASIN (TRAINS 4,5) (H) 2 CLARIFIER 3 2450 CAPACITY, EACH, GPH 40 TYPE RCCP AWWF 3.7 TOTAL VOLUME, 1000 GAL (TRAINS 1, 2) 1,558 OVERFLOW RATE, GPDISQ FT SODIUM BISULFITE PUMPS EXCESS FLOW DIAMETER 66" PEAK FLOW 1.4 0.59 0.68 TOTAL VOLUME, 1000 GAL (TRAINS 3,4, 5) 1,535 ENTIRE CLARIFIER NUMBER 2 LENGTH 2,630E PRIMARY CLARIFIER 3 (EXISTING) DETENTION TIME, HR ADWF 453 TYPE PERISTALTIC DIFFUSER (EXISTING) DIAMETER, FT 130 ADWF 6.7 MDDWF 813 CAPACITY, EACH, GPH 40 TYPE 66" RCCP SIDEWATER DEPTH, FT 12 MDDWF 3.7 STAGE 2 ONLY LENGTH 96' SURFACE AREA, SQ FT 13,270 OXYGEN UPTAKE RATE, MG/L/HR ADWF 907 NO. OF PORTS 12 @ 8' SPACING VOLUME, 1000 GAL 1190 ADWF 33 MDDWF 1627 PORT SIZE 20" OVERFLOW RATE, GPD/SQ FT (C) MDDWF 56 TOTAL DETENTION TIME, HR MIN. SUBMERGENCE 12-13'E ADWF 450 CLARIFIER 1 & 2 AWWF 580 PLUG FLOW ACTIVATED SLUDGE MODE 9 ADWF 5 MISCELLANEOUS INFORMATION PEAK FLOW 1500 3663 3172 DETENTION TIME, HR MDDWF 3.2 DETENTION TIME, HR (C) AWWF 7.1 CLARIFIER 3 ADWF 4.8 MDVVWF 2.9 ADWF 6.5 PLANT RELIABILITY AWWF 3.7 OXYGEN UPTAKE RATE, MG/L/HR MDDWF 3.6 STANDARD CLASS 1 PEAK FLOW 1.4 0.59 0.68 ADWF 13 PRIMARY CLARIFIER 4 (EXISTING) MDDWF 38 SECONDARY POWER DIAMETER, FT 130 BLOWERS SOURCE TO THE PLANT ROSEMOUNT SUBSTATION SIDEWATER DEPTH, FT 12 EXISTING SURFACE AREA, SQ FT 13,270 NUMBER 8 OPERATION AND VOLUME, 1000 GAL 1190 TYPE CENTRIFUGAL MAINTENANCE MANUAL VOL. 1 LIQUID SYSTEMS . OVERFLOW RATE, GPD/SQ FT (D) CAPACITY, EACH, CFM VOL. 2 CHEMICAL/SOLIDS ADWF 410 BLOWERS 1-4 4,375 VOL. 3 SUPPORT SYSTEMS 0 AWWF 530 BLOWERS 5-8 5,000 (3 RING BINDERS) o 0 PEAK FLOW 4090 3663 3172 HP, EACH 250-350 0 FLOW L W PACED D DETENTION TIME, HR (D) FUTURE SAMPLERS O C a ADWF 5.3 NUMBER 2 m AWWF 4.1 TYPE CENTRIFUGAL PLANT CRITICAL 0 PEAK FLOW 0.5 0.59 0.68 CAPACITY, EACH, CFM 5,000 PRIMARY CLARIFIER 5 (FUTURE) HP, EACH 350 ALARM SYSTEM `� DIAMETER, FT 130 SECONDARY CLARIFIERS a 68 SIDEWATER DEPTH, FT 12 PLC TO SCADA AND RADIO SYSTEM (ZETRON) SECONDARY CLARIFIERS 1 &2 (EXISTING) � SURFACE AREA, SQ FT 13,267 DIAMETER, FT 145 tP VOLUME, 1000 GAL 1190 OVERFLOW RATE ZETRON TRANSMITS TO "BELT" RADIOS OF ON-SITE STAFF SIDEWATER DEPTH, FT 14 AND PAGER OF ON-CALL PERSONNEL , GPD/SQ FT (D) -- -- SURFACE AREA, EACH, SQ FT 16,510 PEAK FLOW 3172 VOLUME, EACH, 1000 GAL 1,740 E DETENTION TIME, HR (D) OVERFLOW RATE, GPD/SQ FT PEAK FLOW -- -- 0.68 ADWF 329 o PRIMARY CLARIFIER 6 (FUTURE) AWWF 426 co DIAMETER, FT 130 �c SURFACE AREA, SQ FT 13,267 MDWWF 1,054 DETENTION TIME, HR (I+C111) GENERAL NOTES n� OVERFLOW RATE, GPD/SQ FT (D) ADWF 5.5 m PEAK FLOW -- -- 3172 AWWF 4.3 DETENTION TIME, HR (D) MDWWF 1.7 �� PEAK FLOW -- -- 0.68 SECONDARY CLARIFIERS 3 &4 EXISTING THE UNIT PROCESS CRITERIA LISTED ARE BASED ON THE YEAR 2015 DESIGN CONDITION m PRIMARY EFFLUENT PUMPS DIAMETER, FT 145 A. BASED ON ADWF 5.2 MGD,AWWF 6.7 MGD, PEAK FLOW 19 MGD TO BASIN 3 NUMBER 6 B. BASED ON ADWF 6.0 MGD,AWWF 7.7 MGD, PEAK FLOW 22 MGD TO BASIN t TYPE PROPELLER SIDEWATER DEPTH, FT 20 C. BASED ON ADWF 5.4 MGD,AWWF 7.0 MGD, PEAK FLOW 51.5 MGD TO BASIN A, SURFACE AREA, EACH, SQ FT 16,510 D. ACTIVATED SLUDGE LOADINGS BASED ON FIVE TRAINS IN OPERATION BY 2015 (TRAIN 5 IN PHASE 5) 0 PROTF�, 2 CAPACITY VOLUME, EACH, 1000 GAL 2,470 E. CELL NO. 3 MAY BE EITHER ANAEROBIC OR ANOXIC �`� o iH8 Ste© z 4 EACH, MGD 33 OVERFLOW RATE, GPD/SQ FT F. CELL NO. 6 MAY BE EITHER ANOXIC OR AEROBIC ∎ •i' TDH FT 20 ADWF 329 G. CELLS 5 & 6 COMBINED IN NEW BASINS ' 74902P c-- hi HP EACH 200 A1NWF 426 H. BASED ON 40% RECYCLE • r 4. 2 EACH, MGD 10 MDWWF 1,054 I. BASED ON TWO UNITS OUT OF SERVICE FOR BACKWASH - CR800 o°` TDH FT 22 DETENTION TIME, HR (I) J. BASED ON 6% SOLIDS IN DIGESTER FEED �p 13,Z HP EACH 50 ADWF 7.8 K. BASED ON 4% SOLIDS IN DIGESTED SLUDGE PAIN OA TYPE VARIABLE FREQUENCY AWWF 6.0 L. BASED ON 2012 LOADINGS; FIFTH DIGESTER ON-LINE IN 2013 TOTAL FIRM CAPACITY 119 MGD MDWWF 2.4 EXPIRES: 6-30-05 r. - o _ SCALE WARNING SUBMITTED BY cv) `-‘b GENERAL SHEET: OF ' ' 0 14 1 DESIGNED K KAI p I I (PROJECT MANAGER'S NAME) LICENSE NO. DATE ` � DURHAM FACILITY DESIGN CRITERIA DWG: 000-G-008 z NONE IF THIS BAR DOES DRAWN K KAI IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION LIQUID PROCESS 0 NOT MEASURE 1 SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. DATE: 23-FEB-2005 THEN DRAWING IS ' ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE _ _ PROJECT NO.: 4969 DESIGN CRITERIA - SOLIDS PROCESS (P) 2 63 o THICKENING DIGESTION DEWATERING . . , . ci m w PRIMARY SLUDGE THICKENING / FERMENTATION DIGESTER FEED TANK DEWATERING CENTRIFUGE FEED PUMPS Li. c6 PRIMARY SLUDGE AND SCUM PUMPS NUMBER 2 NUMBER 2 c., NUMBER VOLUME, EA, 1000 GAL 14.15 TYPE PROGRESSIVE CAVITY hi EXISTING 6 DETENTION TIME, HR 4 DRIVE VFD co NEW 5 MIXING CAPACITY, EACH, GPM 300 0 "5 TYPE PROGRESSIVE CAVITY NUMBER PER TANK 1 HP 15 E CAPACITY, EACH, GPM 200 TYPE AXIAL, RADIAL, TOP ENTERING DRIVE CONSTANT SPEED HP 2 DEWATERING CENTRIFUGES HP NUMBER 2 EXISTING 30 DIGESTER FEED PUMPS CAPACITY, EACH, GPM 300 NEW 25 NUMBER 3 HP, TOTAL 350 TYPE 2-STAGE PROGRESSIVE CAVITY GRAVITY THICKENERS / FERMENTERS CAPACITY, EACH, GPM 300 SLUDGE CAKE CONVEYANCE NUMBER 3 DRIVE VFD NUMBER 9 lii DIAMETER, FT 50 HP, EACH 20 TYPE INCLINED, HORIZONTAL AND VERTICAL SCREW SIDEWATER DEPTH, FT 14 CAPACITY, EACH, TON/HR 12.2 i.: SURFACE AREA, EACH, SQ FT 1960 ANAEROBIC DIGESTERS g VOLUME, EACH, 1000 GAL 206 DIGESTERS 1 — 3 CENTRATE PUMPS OVERFLOW RATE, GPD/SQ FT 750 DIAMETER (EQUIVALENT), FT 63.4 NUMBER 2 SOLIDS LOADING RATE, LBS/SQ FT/DAY 24 SIDEWATER DEPTH, FT 30 TYPE NON-CLOG CENTRIFUGAL VFA DISCHARGE PUMPS VOLUME, EACH, 1000 GAL 707 DRIVE VFD NUMBER 2 COVER CAPACITY, EACH, GPM 450 TYPE HORIZONTAL NON-CLOG TYPE FIXED FLAT REINFORCED CONCRETE HP 10 CAPACITY, EACH, GPM 950 ( 50' TDH MIXING DRIVE VFD TYPE AXIAL/RADIAL, TOP ENTERING CENTRATE STORAGE HP 20 HP 30 NUMBER 2 THICKENED PRIMARY SLUDGE PUMPS RECIRCULATION PUMPS VOLUME, EACH, 1000 GAL 290 NUMBER 3 NUMBER 4 MIXING TYPE PROGRESSIVE CAVITY TYPE HELICAL SCREW CENTRIFUGAL NUMBER PER TANK 1 CAPACITY, EACH, GPM 300 CAPACITY,EACH, GPM 300 TYPE AXIAL, RADIAL, TOP ENTERING DRIVE VFD DRIVE VFD HP 7.5 HP HP 15 SLUDGE GRINDERS DEWATERED SLUDGE STORAGE NUMBER DIGESTER 4 NUMBER OF HOPPERS 2 EXISTING 1 DIAMETER, FT 80 VOLUME, EACH, CU FT 2740 NEW 2 SIDEWATER DEPTH, FT 35 TOTAL DETENTION TIME, DAYS TYPE IN-LINE VOLUME, EACH, 1000 GAL 1,300 MMDWF 2 VFA RECIRCULATION PUMPS COVER NUMBER 2 TYPE FIXED SUBMERGED DOME DEWATERED CENTRIFUGE FEED GRINDER TYPE HORIZONTAL NON-CLOG REINFORCED CONCRETE NUMBER 1 CAPACITY, EACH, GPM 860 @ 41' TDH MIXING TYPE IN-LINE DRIVE VFD TYPE AXIAL/RADIAL, TOP ENTERING HP 15 HP 60 RECIRCULATION PUMPS WAS/ CHEMICAL SLUDGE THICKENING NUMBER 2 WAS PUMPS TYPE HELICAL SCREW CENTRIFUGAL NO. 1 -4 CAPACITY,EACH, GPM 650 @ 35'TDH TYPE CENTRIFUGAL DRIVE CONSTANT SPEED CAPACITY, EACH, GPM 300 HP 10 DRIVE VARIABLE SPEED HP 5 DIGESTION DETENTION TIME, DAYS (K, M) NO. 5 & 6 MAXIMUM MONTH 21 TYPE HELICAL SCREW CENTRIFUGAL MAXIMUM WEEK 17 CAPACITY, EACH, GPM 200 DRIVE VARIABLE SPEED DIGESTED SLUDGE STORAGE HP 5 STORAGE TANK 1 NO. 7 - 8 DIAMETER (EQUIVALENT), FT 63.4 TYPE PROGRESSIVE CAVITY SIDEWATER DEPTH, FT 30 CAPACITY, EACH, GPM 150 VOLUME AVAILABLE, EACH, 1000 GAL 640 DRIVE VARIABLE SPEED COVER HP 10 TYPE FIXED FLAT REINFORCED CONCRETE MIXING 0) CHEMICAL SLUDGE PUMPS a TYPE AXIAL/RADIAL, TOP ENTERING -r? NUMBER 9 HP 30 0 TYPE HELICAL SCREW CENTRIFUGAL 0 0 CAPACITY, EACH, GPM 140 STORAGE TANK 2 c:, in in DRIVE CONSTANT SPEED DIAMETER, FT 80 CL HP 5 SIDEWATER DEPTH, FT 35 ° -6 VOLUME, EACH, 1000 GAL 1,300 'D 2 DILUTE WAS STORAGE COVER C 235 TYPE FIXED SUBMERGED DOME M.—ao VOLUME, 1000 GAL HOLDING CAPACITY, HOURS REINFORCED CONCRETE Cl) MWDWF 6 - 10 MIXING a. TYPE AXIAL/RADIAL, TOP ENTERING Pi THICKENING CENTRIFUGE FEED PUMPS HP 60 76. NUMBER 3 co LL TYPE PROGRESSIVE CAVITY DETENTION TIME, DAYS (L, M+ ) E 1 co CAPACITY EACH, GPM 360 ( 50' TDH MAXIMUM (WET) MONTH 13 "g DRIVE VFD O HP 7.5 co DIGESTED SLUDGE PUMPS m .2 NUMBER 2 GENERAL NOTES E) THICKENING CENTRIFUGES TYPE PROGRESSIVE CAVITY co NUMBER 3 j CAPACITY', EACH GPM 300 U) CAPACITY, EACH, GPM 275 DRIVE VFD HP, TOTAL 263 HP 20 A. THE UNIT PROCESS CRITERIA LISTED ARE BASED ON THE YEAR 2015 DESIGN CONDITION CI co 1 B. BASED ON ADWF 5.2 MGD,AWWF 6.7 MGD, PEAK FLOW 19 MGD TO BASIN O THICKENED WAS PUMPS DIGESTER FEED GRINDERS (COMPLEX 2) C. BASED ON ADWF 6.0 MGD,AWWF 7.7 MGD, PEAK FLOW 22 MGD TO BASIN o NUMBER 2 NUMBER 2 D. BASED ON ADWF 5.4 MGD,AWWF 7.0 MGD, PEAK FLOW 51.5 MGD TO BASIN r) TYPE PROGRESSIVE CAVITY E. ACTIVATED SLUDGE LOADINGS BASED ON FIVE TRAINS IN OPERATION BY 2015 (TRAIN 5 IN PHASE 5) a) TYPE IN-LINE 0,S) PR% ..97 CAPACITY, EACH, GPM 75 F. CELL NO. 3 MAY BE EITHER ANAEROBIC OR ANOXIC _40 IN. Lrg2 DRIVE VFD G. CELL NO. 6 MAY BE EITHER ANOXIC OR AEROBIC 4-W V HP 15 H. CELLS 5 & 6 COMBINED IN NEW BASINS ct- 74902P 6 It I. BASED ON 40% RECYCLE . , , J. BASED ON TWO UNITS OUT OF SERVICE FOR BACKWASH c.4.6°REGO c.)` K. BASED ON 6')/0 SOLIDS IN DIGESTER FEED 4.13e 1 3 sri. L. BASED ON 4% SOLIDS IN DIGESTED SLUDGE M. BASED ON 2012 LOADINGS; FIFTH DIGESTER ON-LINE IN 2013 Lo EXPIRES: 6-30-05 N. 8 SCALE WARNING SUBMITTED BY 2 0 X I DESIGNED K KAI --‘k, GENERAL SHEET: OF 6 1 - I (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) ) M WH DURHAM FACILITY DESIGN CRITERIA DWG: 000-G-009 IN ASSOCIATION WITH: z NONE IF THIS BAR DOES DRAWN K KAI Cl nW t r S rvic S PHASE 4 EXPANSION SOLIDS PROCESS * . o NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 -, THEN DRAWING IS ur c mmitrn nt is ci r. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 . A AIR d PENNY G GAS MB MAIL BOX/MACHINE BOLT QT QUARRY TILE UB UNION BONNET NC AIR CONDITIONING DAD DOUBLE ACTING DOOR GA GAGE/GAUGE MCC MOTOR CONTROL CENTER QTY QUANTITY UBC UNIFORM BUILDING CODE AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND DAFT DISSOLVED AIR FLOTATION THICKENER GAL GALLON MCR MIDDLE OF CURB RETURN QUAD QUADRANGLE/QUADRANT UC UNDER-CROSSING v) TRANSPORTATION OFFICIALS DB DIRECT BURY GALV GALVANIZED MEAS MEASURE UG UNDERGROUND in AB ANCHOR BOLT DBL DOUBLE GANC GUY ANCHOR MECH MECHANICAL UGC UNDERGROUND CONDUIT "- ABAN ABANDON DC DIRECT CURRENT GB GRADE BREAK MED MEDIUM R RADIUS/ RISER /RATE OF SLOPE UH UNIT HEATER in o ABAND ABANDONED DEG DEGREE GBR GEOTECH BASELINE REPORT MEMB MEMBER R&O ROCK AND OIL UL UNDERWRITERS LABORATORIES F), ABBR ABBREVIATION DET DETAIL GEN GENERAL/GENERATOR MFR MANUFACTURER RAN RIGHT OF WAY UNO UNLESS NOTED OTHERWISE m ABS ABSOLUTE TEMPERATURE DF DRINKING FOUNTAIN/DOUGLAS FIR GFA GROOVED FLANGE ADAPTER MFRD MANUFACTURED RAC RECYCLED ASPHALT CONCRETE U01 UNLESS OTHERWISE INDICATED _w AC ACTIVATED CARBON/ASPHALTIC CONCRETE/ DG DOOR GRILL GI GALVANIZED IRON MGD MILLION GALLONS PER DAY RAG RETURN AIR GRILLE UR URINAL c4 ALTERNATING CURRENT DH DOUBLE HUNG GIP GALVANIZED IRON PIPE MH MANHOLE/MAINTENANCE HOLE RAP RECLAIMED ASPHALT PAVEMENT USA UNDERGROUND SERVICE ALERT " ACI AMERICAN CONCRETE INTERNATIONAL DI DUCTILE IRON GL GLASS/GROUND LINE/GRADE LINE MHT MEAN HIGH TIDE RAS RETURN ACTIVATED SLUDGE USGS UNITED STATES GEOLOGICAL SURVEY ACOUS ACOUSTIC/ACOUSTICAL DIA DIAMETER GLB GLUE LAMINATED BEAM MHW MEAN HIGH WATER RC REINFORCED CONCRETE UW UTILITY WATER 6 ACP ASBESTOS CEMENT PIPE/ASPHALTIC CONCRETE DIAG DIAGONAL GLV GLOBE VALVE MI MALLEABLE IRON/MILE RCCP REINFORCED CONCRETE CYLINDER PIPE co PAVEMENT DIAPH DIAPHRAGM GM GAS METER MICRON 1/1,000,000 METER RCP REINFORCED CONCRETE PIPE en "5 ADD ADDITIONAL DIFF DIFFUSER/DIFFERENTIAL GP GUY POLE MIL MILITARY I 1/1,000TH INCH RD ROAD/ROOF DRAIN/ROUND V VALVE/VERTICAL/VENT/VOLT I VOLUME ci. ADH ADHESIVE DIP DUCTILE IRON PIPE GPD GALLONS PER DAY MIN MINIMUM I MINUTE RED REDUCER/REDUCING VAC VACUUM ADJ ADJUSTABLE DIR DIRECTION GPH GALLONS PER HOUR MIR MIRROR REF REFERENCE/REFER/REFRIGERATOR VAR VARIES/VARIABLE AER AERATION DISCH DISCHARGE GPM GALLONS PER MINUTE MISC MISCELLANEOUS REG REGULATING VB VALVE BOX AFF ABOVE FINISHED FLOOR DISP DISPENSER GR GRADE MK MARK REINF REINFORCE/REINFORCED VC VERTICAL CURVE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION DL DEAD LOAD GRD GRADE/GROUND MLSSR MIXED LIQUOR SUSPENDED SOLIDS RECYCLE REQD REQUIRED VCP VITRIFIED CLAY PIPE ALT ALTERNATE DMH DROP MANHOLE GRTG GRATING MLW MEAN LOW WATER RESIL RESILIENT VERT VERTICAL ALUM ALUMINUM/ALUM DN DOWN GSP GALVANIZED STEEL PIPE mm MILLIMETER RET RETAINING/RETURN VFA VOLATILE FATTY ACIDS AMB AMBIENT DO DISSOLVED OXYGEN I DITTO GV GATE VALVE MO MOTOR OPERATED/MASONRY OPENING REV REVISION VOL VOLUME ANSI AMERICAN NATIONAL STANDARDS INSTITUTE DR DOOR/DRAIN GYP GYPSUM MOD MODEL RF ROOF/RAISED FOUNDATION/ROUGH FACE VPI VERTICAL POINT OF INTERSECTION API AMERICAN PETROLEUM INSTITUTE DS DRENCH SHOWERAND EYE WASH MON MONUMENT RFG ROOFING VSL VERTICALLY SLOTTED 3 APPD APPROVED DT DRAIN TILE MOR MORTAR RGE REGISTERED GEOTECHNICAL ENGINEER VTC VENT TO CEILING 3 APPROX APPROXIMATE DWG DRAWING H HIGH/HEIGHT MS MOP SINK RH REDHEAD /RIGHT HAND VTR VENT THROUGH ROOF APPURTS APPURTENANCES DWLS DOWELS H&V HEATING AND VENTILATING MSL MEAN SEA LEVEL RM ROOM VWC VINYL WALL COVERING hi NR AIR RELEASE VALVE DWY DRIVEWAY H/B HOSE BIBB MTC MECHANICAL-TYPE COUPLING RO ROUGH OPENING VWM VERIFY WITH MANUFACTURE mci) ARCH ARCHITECTURE HC HOUSE CONNECTION MTD MOUNTED RPM REVOLUTIONS PER MINUTE AREA AMERICAN RAILWAY ENGINEERING ASSOCIATION HDR HEADER MTG MOUNTING RR RAILROAD ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS E EAST HDW HARDWARE MTL METAL RS RAW SEWAGE W WEST/WASTE/WIDTH/WIDE FLANGE/WATER ASPH ASPHALT E/O EAST OF HDWL HEADWALL MTR MOTOR RSL RAW SLUDGE W/ WITH ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS EA EACH HEX HEXAGONAL MW MONITORING WELL RT RIGHT W/O WEST OF/WITHOUT AT ACOUSTICAL TILE EB EXPANSION BOLT OR ANCHOR Hg MERCURY RTP REINFORCED THERMOSETTING PLASTIC WC WATER COLUMN/WATER CLOSET ATM ATMOSPHERE EC END CURVE HGL HYDRAULIC GRADE LINE N NORTH RW REDWOOD WCO WALL CLEANOUT AV/AR AIR VACUUM AND AIR RELEASE VALVE ECC ECCENTRIC HGR HANGER NaOCL SODIUM HYPOCHLORITE RWL RAINWATER LEADER WD WOOD AVE AVENUE ECR END CURB RETURN HM HOLLOW METAL NaOH SODIUM HYDROXIDE(CAUSTIC SODA) WDW WINDOW AWPA AMERICAN WOOD PRESERVERS ASSOCIATION EF EACH FACE/EXHAUST FAN HORZ HORIZONTAL NBS NATIONAL BUREAU OF STANDARDS S SOUTH/SCUM I SINK/SECOND/SLOPE/ WH WATER HEATER AWS AMERICAN WELDING SOCIETY EFF EFFLUENT HP HIGH POINT I HORSE POWER/HIGH PRESSURE NC NORMALLY CLOSED S/O SOUTH OF WI WROUGHT IRON AWWA AMERICAN WATER WORKS ASSOCIATION EG EXISTING GRADE/EDGE OF GUTTER/EXHAUST HPG HIGH PRESSURE GAS NEC NATIONAL ELECTRICAL CODE SA SAMPLE WM WATER METER GRILLE HR HEAT RETURN/HOUR NEMA NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION SAN SANITARY WOG WATER, OIL, OR GAS B&S BELL AND SPIGOT EGL ENERGY GRADE LINE HSL HORIZONTALLY SLOTTED NF NEAR FACE SBR STYRENE BUTADIENE (RUBBER) WP WATERPROOFING/WORKING PRESSURE/WORK B/W BACK OF WALL/BACK OF WALK EL ELEVATION HTG HEATING NFPA NATIONAL FIRE PROTECTION ASSOCIATION SC SPARE CHEMICAL/SECONDARY CLARIFIER POINT BC BEGIN CURVE/BOLT CIRCLE/BETWEEN ELEC ELECTRICAL/ELECTRONIC HSS HOLLOW STRUCTURAL SECTIONS NG NATURAL GRADE/NATURAL GAS SCCP STEEL CYLINDER CONCRETE PIPE WPJ WEAKEN PLANE JOINT CENTERS/BACK OF CURVE EN EDGE NAILING HTR HEATER NIC NOT IN CONTRACT SCD SCREWED WS WATER SURFACE BCR BEGIN CURB RETURN ENCL ENCLOSURE HV HORIZONTAL AND VERTICAL CONTROL POINT NO NUMBER/NORMALLY OPEN SCFM STANDARD CUBIC FEET PER MINUTE WSTP WATERSTOP BD BOARD ENG ENGINE HVAC HEATING,VENTILATION AND AIR CONDITIONING NOM NOMINAL SCH SCHEDULE WT WEIGHT BDRY BOUNDARY ENGR ENGINEER HW HOT WATER/HEADWORK NPS NOMINAL PIPE SIZE SD STORM DRAIN WWF WELDED WIRE FABRIC BF BLIND FLANGE/BOTTOM OF FOOTING ENT ENTRANCE HWD HARDWOOD NPT NATIONAL PIPE THREAD SDR STANDARD THERMOPLASTIC PIPE DIMENSION RATIO WWP WATER WORKING PRESSURE BFP BACK FLOW PREVENTER EP EDGE OF PAVEMENT HWL HIGH WATER LEVEL NRCP NON-REINFORCED CONCRETE PIPE BHP BRAKE HORSEPOWER EPT ETHYLENE PROPYLENE HWO HANDWHEEL OPERATED NRS NON-RISING STEM SEC SECONDARY/SECTION BLDG BUILDING EQ EQUAL HYD HYDRAULIC/HYDRANT NS NEAR SIDE SER SERIES XCONN CROSS CONNECTION BLK BLACK/BLOCK EQUIP EQUIPMENT NTS NOT TO SCALE SETT SETTING XS EXTRA STRONG BLKG BLOCKING ES EDGE OF SHOULDER SF SQUARE FOOT XSEC CROSS SECTION BLVD BOULEVARD ESMT EASEMENT &O NSIDE AND OUTSIDE SH SHOWER XXS DOUBLE EXTRA STRONG BM BEAM/BENCH MARK ETB EMULSION TREATED BASE D NSIDE DIAMETER OBJ OBJECT SHELV SHELVING BO BLOW-OFF ASSEMBLY ETC ET CETERA F NSIDE FACE OC ON CENTER/OVER-CROSSING SHT SHEET BOD BIOCHEMICAL OXYGEN DEMAND ETW EDGE OF TRAVEL WAY JTS NSULATING JOINT TEST STATION OD OUTSIDE DIAMETER/OVERALL DIMENSION SHTG SHEATHING YD YARD BOP BOTTOM OF PIPE EVAP EVAPORATOR N NCH OE OUTER EDGE SIM SIMILAR YR YEAR BOT BOTTOM EVC END VERTICAL CURVE NCL NCLUDE/INCLUDING OF OVERFLOW/OUTSIDE FACE SL SLUDGE BPV BACK PRESSURE VALVE EW EACH WAY/EYE WASH NFL NFLUENT OFD OVERFLOW DRAIN SLDG SLIDING BRK BRICK/BREAK EX EXISTING NSL NSULATION/INSULATING/ INSULATED OFF OFFICE SLG SLUICE GATE Z ZERO/ZONE BSMT BASEMENT EXC EXCAVATION NSP NSPECTION OH OVER HEAD SOG SLAB ON GRADE ZN ZINC BT BOLT EXH EXHAUST NST NSTRUMENT OHW OVERHEAD WIRES SOLN SOLUTION BTU BRITISH THERMAL UNIT EX-HY EXTRA HEAVY NT NTERIOR OPER OPERATOR/OPERATING SP STATIC PRESSURE BV BUTTERFLY VALVE EXIST EXISTING NV NVERT OPNG OPENING SPEC SPECIFICATION # POUND BVC BEGIN VERTICAL CURVE EXP EXPANSION P RON PIPE OPP OPPOSITE SPK SPIKE & AND BWV BACK WATER VALVE EXT EXTERIOR/EXTENSION PS RON PIPE SIZE OPT OPTIONAL SQ SQUARE @ AT EXTR EXTRUDED RRG RRIGATION ORIG ORIGINAL SS STAINLESS STEEL/SANITARY SEWER/SERVICE OS&Y OUTSIDE SCREW AND YOKE SINK C CENTIGRADE/CHANNEL/CEMENT OSA OUTSIDE AIR SSB SELECT SUB-BASE C&G CURB AND GUTTER F FAHRENHEIT/FINISH JAN JANITOR OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION SSPWC STANDARD SPECIFICATION FOR PUBLIC WORKS CAB CABINET/CRUSHED AGGREGATE BASE F TO F FACE TO FACE JC JUNCTION CHAMBER OWG OIL WATER. GAS CONSTRUCTION CAP CAPACITY F&C FRAME AND COVER JCT JUNCTION OZ OUNCE SSU SECONDS SAYBOLT UNIVERSAL CATS CASING TEST STATION F&I FURNISH AND INSTALL JS JUNCTION STRUCTURE ST STREET/STATE CB CATCH BASIN I CHALKBOARD/CURB FAB FABRICATE/FABRICATION/FABRICATED JSTS JOISTS STA STATION CC CLOSED CIRCUIT TV I CENTER TO CENTER FAI FRESH AIR INTAKE JT JOINT STC SLEEVE-TYPE COUPLING CD CEILING DIFFUSER FB FLAT BAR/FLOOR BEAM/FIELD BOOK P POLE/PAGE/PIPE STD STANDARD GEM CEMENT FCO FLOOR CLEANOUT PIS POLE AND SHELF STK STAKE CF CURB FACE/CUBIC FOOT FD FLOOR DRAIN k KILO PA PLANTING AREA STL STEEL CFH CUBIC FEET PER HOUR FDR FEEDER K KELVIN/KARAT PART PARTITION STM STEAM CFM CUBIC FEET PER MINUTE FE FIRE EXTINGUISHER I FINAL EFFLUENT kg KILOGRAM PAVMT PAVEMENT STR STRAIGHT/STRUCTURAL CFS CUBIC FEET PER SECOND FEM FEMALE (PIPE THREAD) km KILOMETER PB POLYBUTYLENE/PULL BOX SUCT SUCTION CHEM CHEMICAL FF FLAT FACE/FAR FACE I FINISHED FLOOR kV KILOVOLT PC POINT OF CURVATURE/PRIMARY CLARIFIER/ SV SOLENOID VALVE CHG CHANGE FG FINISHED GRADE kW KILOWATT PORTLAND CEMENT SW SIDEWALK C CHKD CHECKERED FH FIRE HYDRANT/FLAT HEAD kWh KILOWATT HOUR PCC PORTLAND CEMENT CONCRETE/POINT OF SWD SIDEWALK DRAIN vo) CI CAST IRON FIG FIGURE COMPOUND CURVE SWGR SWITCHGEAR c‘i CIP CAST IRON PIPE/CAST IN PLACE FIN FINISHED PCOTG PRESSURE CLEANOUT TO GRADE SWR SIDEWALL REGISTER E, CIPP CAST IN PLACE PIPE FIX FIXTURE L LITER/LENGTH/ANGLE PCVC POINT OF COMPOUND VERTICAL CURVE SY SQUARE YARD CD CJ CONSTRUCTION JOINT FL FLOWLINE/FLOOR LAB LABORATORY PE PRIMARY EFFLUENT/PLANT EFFLUENT/POLYETHYLENE I SYM SYMMETRICAL/SYMBOL 8 CL CHLORINE GAS/CHLORINATOR/CENTERLINE FLEX FLEXIBLE LAM LAMINATED POLYELECTROLYTE POLYMER SYS SYSTEM co' CLF CHAIN LINK FENCE FLG FLANGE I FLOORING LAT LATERAL PG PRESSURE GAGE 0- CLG CEILING FLGD FLANGED LAV LAVATORY pH HYDROGEN ION CONCENTRATION ° CLOS CLOSET FLOCC FLOCCULATOR/FLOCCULATION LB POUND PI PLANT INFLUENT I POINT OF INTERSECTION T THERMOSTAT I TREAD OF STAIR/TANGENT I cp CLR CLEAR/CLEARANCE FLR FLOOR LCP LOCAL CONTROL PANEL PK PARKING T&B TOP AND BOTTOM S.-9- CMB CRUSHED MISCELLANEOUS BASE FLSG FLASHING LD LOCAL DEPRESSION PL PLATE/PROPERTY LINE/PLACE T&G TONGUE AND GROOVE c 0) CMC CEMENT MORTAR-COATED FM FACTORY MUTUAL(LAB APPROVED)/FORCE MAIN/ LDG LANDING PLAS PLASTER/PLASTIC TAN TANGENT "(7) CML CEMENT MORTAR-LINED FLOW METER LEV LEVEL PLT PLANT TB TACK BOARD 8 CML&C CEMENT MORTAR-LINED AND COATED FMH FLEXIBLE METAL HOSE LF LINEAR FOOT PLWD PLYWOOD TBE THREAD BOTH ENDS 65 CMP CORRUGATED METAL PIPE FN FIELD NAILING LG LENGTH I LONG PM PRESSED METAL TBM TEMPORARY BENCH MARK c--1=I CMU CONCRETE MASONRY UNIT FND FOUNDATION LH LAMP HOLE/LEFT HAND PNEU PNEUMATIC TC TOP OF CURB p CO CLEANOUT FOC FACE OF CONCRETE/FIBER OPTIC CABLE LL LIVE LOAD PNL PANEL TCV TEMPERATURE CONTROL VALVE rE3 COL COLUMN FOM FACE OF MASONRY LLH LONG LEG HORIZONTAL POB POINT OF BEGINNING TEL TELEPHONE C/3 L COMM COMMUNICATIONS CABLE FOS FACE OF STUDS LLV LONG LEG VERTICAL POC POINT OF CONNECTION TEMP TEMPERATURE I TEMPORARY ,1 COMP COMPRESSOR FOW FACE OF WALL LOC LOCATION POT POINT OF TANGENT TF TOP OF FOOTING co' CONC CONCRETE/CONCENTRIC FPC FLEXIBLE PIPE COUPLING LOL LAYOUT LINE PP POWER POLE/POLYPROPYLENE TH TEST HOLE •E COND CONDENSER/CONDENSATE FPM FEET PER MINUTE LONG LONGITUDINAL PPD POUNDS PER DAY THK THICK/THICKNESS 8 CONN CONNECTION FPS FEET PER SECOND LP LOW POINT 1 LOW PRESSURE/LAMP POST PPH POUNDS PER HOUR THR THRESHOLD u) CONST CONSTRUCT/CONSTRUCTION FPTS FOREIGN PIPE TEST STATION LT LEFT/LIGHT PPM POUNDS PER MINUTE THR'D THREADED .c.9 CONT CONTINUED/CONTINUOUS FR FRAME LTS LIME TREATED SOIL PR PAIR TK TANK/TACK CONTR CONTRACTOR FRP FIBERGLASS REINFORCED PLASTIC LW LOW WATER PRC POINT OF REVERSE CURVE TL TRAVERSE LINE cub' COORD COORDINATE FS FINISHED SURFACE/FAR SIDE/FLOOR SINK/ LWL LOW WATER LEVEL PRCT PRECAST TOG TOP OF CONCRETE j COR CORNER FORGED STEEL/ FROTH SPRAY LWR LOWER PREFAB PREFABRICATED TOE THREAD ONE END -21 COTG CLEANOUT TO GRADE FT FEET/FOOT PRESS PRESSURE TOL TOILET FOR ADDITIONAL ABBREVIATIONS SEE: CPLG COUPLING FTG FOOTING m METER PROF PROFILE TOM TOP OF MASONRY CI CPVC CHLORINATED POLYVINYL CHLORIDE FUR FURRING M MALE(PIPE THREAD) PRV PRESSURE REGULATING, RELIEF OR REDUCING TOP TOP OF PIPE PIPING - SHEET 000-GM-001 &000-G-013 co CS CAUSTIC SODA/CAST STEEL FUT FUTURE MACH MACHINE VALVE TOPO TOPOGRAPHIC ELECTRICAL - SHEET 000-GE-001 &000-GE-002 a) 5 CSP CORRUGATED STEEL PIPE FV FIELD VERIFY MAG MAGNETIC PRVC POINT OF REVERSE VERTICAL CURVE TOS TOP OF STEEL INSTRUMENTATION - SHEET 000-GI-001 &000-GI-002 b"' CSTS CURRENT SPAN TEST STATION FWD FORWARD MAINT MAINTENANCE PS PRESSURE SWITCH TOW TOP OF WALL 00 CT CERAMIC TILE MAN MANUAL PSF POUNDS PER SQUARE FOOT TP TELEPHONE POLE OTHER ABBREVIATIONS CONFORM TO ANSI 132 CTR CENTER MAS MASONRY PSI POUNDS PER SQUARE INCH TR TRACT STANDARD ABBREVIATIONS Z32.2.3 co PROfer„,, • CTS CORROSION TEST STATION MAT MATERIAL PSIA POUNDS PER SQUARE INCH ABSOLUTE TRANS TRANSMITTER/TRANSITION/TRANSMISSION 40 ibr*,'W-2 • CTSK COUNTERSUNK MAX MAXIMUM PSIG POUNDS PER SQUARE INCH GAUGE TS TRAFFIC SIGNAL NOTE: THIS IS A STANDARD ABBREVIATIONS 4. -,? 44 °41 CU COPPER COPPER/CUBIC PT POINT OF TANGENCY/PAINT/PRESSURE TSB TOP SET BASE DRAWING. NOT ALL ABBREVIATIONS MAY c: - 74902P 1--- 13 CULV CULVERT PTFE POLYTETRAFLUOROETHYLENE (TEFLON) TSC TRAFFIC SIGNAL CONDUIT BE USED ON THIS PROJECT. • ' ii: CV CHECK VALVE PV PLUG VALVE TV THERMOSTATIC VALVE/TELEVISION . CY CUBIC YARD PVC POLYVINYL CHLORIDE 1W THERMOMETER WELL/TRAVELED WAY c•e, ( oo N7' 6 ,a CYL CYLINDER PVDF POLYVINYLIDENE FLUORIDE(KYNAR) TYP TYPICAL 4.1? 13,17 CWS CLEAN WATER SERVICES PW POTABLE WATER IN KI0 REV 021402 in EXPIRES: 6-30-05 I-- Lo SCALE WARNING SUBMITTED BY 0 14 1 DESIGNED MWH ( 0 ) M W H --.41q, dr GENERAL SHEET: OF DURHAM FACILITY (PROJECT MANAGER'S NAME) LICENSE NO. DATE ,N ASSOCIATION WITH: z , CleanWater Services PHASE 4 EXPANSION STANDARD ABBREVIATIONS DWG: 000-G-012 .. . . NONE IF THIS BAR DOES DRAWN MWH NOT MEASURE 1" -- . SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. DATE: 23-FEB-2005 , THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 FIELD TEST REQUIREMENTS PIPING MATERIAL SCH (SEE NOTE 4 AND GENERAL NOTE AT RIGHT) PIPING MATERIALS(SEE SCH AT RIGHT) LIST OF SAMPLE LINES 0 0 (SEE NOTE 3 AND NOTE 4) GROUP PIPE (SEE NOTE 13) FITTINGS VALVES, 6"AND SMALLER(SEE NOTE 1, 11 & 16) �,� Q Q EXPOSED PIPING BURIED PIPING NO " PIPE Co �W THIS LIST INCLUDES SOME LINES (SEE NOTE 14) (SEE NOTE 13) MINIMUM LEAKAGE 1 STEEL,ASTM A53, SCH 40, 2 1/2 AND SMALLER, MALLEABLE IRON,ANSI B16.3,THREADED, BRONZE,THREADED, GATE: CRANE 428 UB OR STOCKHAM B-105. DESIGNATION SAMPLE POINT NOT USED IN THIS PROJECT TEST TEST BLACK WELDED. BANDED, BLACK, 150 PSI OR STEEL,ANSI B16.9, BUTT WELDED. GLOBE: STOCKHAM B-37. CHECK: CRANE 37 OR STOCKHAM --- m 2"DIA 2X" DIA 2" DIA 2%"DIA PRESSURE MEDIUM ALLOWANCE (NOTE :YARD PIPING FOR HS AND HR PIPES 3"AND LARGER, CAST IRON,ANSI B16.1, 125 PSI FLGD OR B-319. STEEL, LUBRICATED PLUG: NORDSTROM FIG 142 OR 143 NOT USED NOT USED �o Q AND AND AND AND PSI (SEE NOTE 2) SHALL BE PRE-INSULATED PIPES PER MECH CPLG. OR SERCK-AUDCO LSW 144 GG. ECCENTRIC PLUG: DEZURIK SMALLER LARGER SMALLER LARGER SPECIFICATION 02550) SERIES 118 OR KEYSTONE 514. BALL: JAMESBURY FIG 351 OR w , WATTS B-6080 u. N BP BYPASS - 8 -- 8 25 WATER (A) 2 STEEL,ASTM A53, SCH 40, 2 1/2"AND SMALLER, MALLEABLE IRON,ANSI B16.3,THREADED, 2 1/2"AND SMALLER, ECCENTRIC PLUG, SYNTHETIC RUBBER WELDED, GALVANIZED BANDED, GALVANIZED 150 PSI. 3"AND LARGER, CAST IRON, FACED: DEZURIK 116S OR KEYSTONE 541. BALL: JAMESBURY ANSI B16.1, 125 PSI FLGD OR MECH CPLG. FIG 351 OR WATTS B-6080. 3"AND LARGER, ECCENTRIC PLUG, ro DF DIGESTER FEED -- 26 - 26 125 WATER (A) SYNTHETIC RUBBER FACED: DEZURIK 118F OR KEYSTONE 580. 0 GATE: AWWA C500. BUTTERFLY: AWWA, FLANGED a DG DIGESTER GAS -- 14,32 - 14,32 125 AIR (A) 3 STEEL,ASTM A106 ORA53, FORGED STEEL,ANSI B16.11, SOCKET WELDED OR THREADED, CAST IRON, LUBRICATED PLUG: NORDSTROM FIG 214 OR 305 OR DSL DIGESTED SLUDGE -- 26 -- 26 125 WATER (A) SCH 80, SEAMLESS, BLACK. BLACK, 2000 PSI, OR STEEL,ANSI B16.9, BUTT-WELDED, SCH 80. SERCK-AUDCO MSW 544 GG. TYPICAL PIPE DESIGNATION: MATERIAL GROUP NUMBER 4 SAME AS GROUP NO. 1 CAST IRON,ANSI 616.12,THREADED, DRAINAGE PATTERN. ---- (SEE NOTE 12) EA EXHAUST AIR - 5 -- 5 NOTE 8 AIR (D) ' 5 WELDED STEEL,AWWA C200, (SEE NOTE 15) WELDED STEEL, FABRICATED,AWWA C208,(SEE NOTE 15). AS INDICATED ON DRAWINGS 2" UW(24) FA FOUL AIR - 15,18 -- 15, 32 10 AIR (A)(D) 6 STEEL,ASTM A106, OR A53, STEEL,ANSI B16.9, BUTT-WELDED. CAST IRON,ANSI B16.1, 125 PSI, CAST IRON, FLGD, LUBRICATED PLUG: NORDSTROM FIG 143 OR SCH 40, SEAMLESS, BLACK. FLGD. FORGED STEEL, SOCKET WELDED,ANSI B16.11, 2000 PSI SERCK-AUDCO MSW 133 GG. PIPE DIAMETER FLUID ABBREVIATION ▪ FM FORCE MAIN - 8,26 -- 8,26 125 WATER (A) OR STEEL,ANSI B16.5, 150 PSI FLGD. 7 SAME AS GROUP NO.2. MALLEABLE IRON,ANSI B16.3,THREADED, BANDED, BRONZE THREADED, GLOBE: CRANE 212P OR STOCKHAM FSP FIRE PROTECTION SPRINKLER SYSTEM NOTE 10 NOTE 10 NOTE 10 NOTE 10 NOTE 9 WATER - GALVANIZED, 300 PSI. B-62 OR B-32T. BALL: JAMESBURY FIG 351 OR WATTS B-6080 NOTES: CHECK: CRANE 27 OR STOCKHAM B-322T. H HYPOCHLORITE 16 16 16 16 125 WATER (A) GENERAL NOTE 8 WELDED STEEL,AWWA C200. WELDED STEEL,AWWA C208, FABRICATED. AS INDICATED ON DRAWINGS. ALTHOUGH SEVERAL PIPE MATERIAL GROUPS MAY BE HR HOT WATER RETURN 1*,24* 1*,24* 1*,24* 1*,24* 125 WATER (A) LISTED ON THIS SHEET FORAGIVEN FLUID SERVICE, 9 SAME AS GROUP NO. 1. 2 1/2"AND SMALLER, MALLEABLE IRON,ANSI 816.3,THREADED, ECCENTRIC PLUG: DEZURIK SERIES 118 OR KEYSTONE 541. CONTRACTOR SHALL PROVIDE ONLY THE PIPE MATERIAL BANDED, BLACK, 150 PSI. 3"AND LARGER, STEEL,ANSI B16.9, CHECK: CRANE 336E OR MILWAUKEE 544. BALL: JAMESBURY GROUP SHOWN ON THE DRAWINGS AND SPECIFIED FOR HS HOT WATER SUPPLY 1*,24* 1*,24* 1*,24* 1*,24* 125 WATER (A) BUTT-WELDED FIG 351 OR WATTS B-6080. THAT FLUID SERVICE. HW HOT WATER 1*,24* 1*,24* 1*,24* 1*,24* 125 WATER (A) 10 SAME AS GROUP NO.3. 1-1/4"AND SMALLER, FORGED STEEL,ANSI B16.11, THREADED OR SEMI-PLUG AND YOKE TYPE OR BALL FOR CHLORINE SERVICE, NOTE 1 _ ( ) SOCKET WELDED, BLACK, 3000 PSI,WITH FLGD AMMONIA FORGED CARBON STEEL PROPRIETARY NAMES HAVE BEEN QUOTED FOR UNIONS. 1-1/2"AND LARGER,STEEL,ANSI B16.9, BUTT-WELDED OR IDENTIFICATION PURPOSES ONLY. SUBSTITUTIONS HOR HYDRAULIC OIL RETURN 29 - 29 3000 WATER (A) FLGD, SCH 80 WILL BE PERMITTED SUBJECT TO PROVISIONS OF THE ' SPECIFICATIONS. HOS HYDRAULIC OIL SUPPLY 29 - 29 3000 WATER (A)A 11 DUCTILE IRON,ANSI A21.51, (AWWA C151)OR DUCTILE IRON OR CAST IRON,ANSI A21.10,OR AWWA C110, BELL GATE,AWWA C500, '0' RING SEALS, MECH JT ENDS: MUELLER CAST IRON ANSI A21.6, 150 PSI, BELL AND AND SPIGOT, MECH CPLG, FLGD OR MECH JTS,250 PSI, A-2380-20 OR CLOW F-5065. BUTTERFLY: AWWA. ECCENTRIC NOTE 2 SPIGOT, MECH JTS, MECH CPLG, OR 125 PSI (PRESSURE RATING) 12"AND SMALLER, 150 PSI, (PRESSURE PLUG: DEZURIK SERIES 118 OR KEYSTONE 541. BALL: PRATT OR LEAKAGE ALLOWANCE IS AS FOLLOWS: HWE HEADWORKS EFFLUENT -- 8 - 8 125 WATER (A) FLGD(TYPICAL SERVICE-WATER LINES) RATING) 14"AND LARGER,WITH 125 PSI ANSI B16.1 FLANGES. APCO-WILLAMETTE.. (A) PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE. 12 CAST IRON SOIL,ANSI/ASTM A-74, SERVICE CAST IRON SOIL,ANSI/ASTM A-74, SERVICE WEIGHT, BELLAND AS INDICATED ON DRAWINGS. (B) PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE IA INSTRUMENT AIR 24 2 24 2 125 AIR (A)(D) WEIGHT, BELL AND SPIGOT OR HUBLESS. SPIGOT OR HUBLESS.AT THE OPTION OF THE CONTRACTOR, FOR UNBURIED PIPE AND NOT MORE THAN 0.02 AT THE OPTION OF THE CONTRACTOR, DUCTILE IRON (GROUP NO 11)MAY BE SUBSTITUTED. GALLON PER HOUR PER INCH DIAMETER PER LSP LANDSCAPING SPRINKLER SYSTEM 2,16 2,16 2,16 2,16 NOTE 7 -- - DUCTILE IRON (GROUP NO. 11)MAY BE 100 FEET OF BURIED PIPE. SUBSTITUTED (C) PIPES SO DESIGNATED SHALL NOT SHOW A LEAKAGE OF MORE THAN 0.15 GALLON PER HOUR PER INCH NG NATURAL GAS 9 9 9,32 9,32 NOTE 7 AIR - 13 CORROSION RESISTANT(HIGH SILICON CORROSION RESISTANT(HIGH SILICON CONTENT)CAST IRON, ----- OF DIAMETER PER 100 FEET OF PIPE CONTENT)CAST IRON, SERVICE WEIGHT, SERVICE WEIGHT, BELL AND SPIGOT OR HUBLESS. (D) PIPES SO DESIGNATED SHALL NOT SHOW A LOSS NPW NON-POTABLE WATER 2,24 2,11,24 2,24 2,11,19,24 125 WATER 2,11,24(A)19(B) BELL AND SPIGOT OR HUBLESS. OF PRESSURE OF MORE THAN 5 PERCENT (E) PIPE SO DESIGNATED SHALL NOT SHOW A LOSS OF OVERFLOW -- 8 - 8 25 WATER (A) 14 STAINLESS STEEL,TYPE 316, STAINLESS STEEL,TYPE 316 ANSI B16.3, SCREWED, 150 PSI, STAINLESS STEEL, BALL, FLGD: WATTS SERIES 2500 OR OF VACUUM OF MORE THAN 4 INCHES MERCURY ASTM A312, SCH 40S. ANSI 616.9, BUTT-WELDED, SCH 40S, OR 150 PSI FLGD. JAMESBURY TYPE A/D150F. CHECK: LADISH 5272 OR COLUMN CRANE 377 OR AS SHOWN ON DRAWINGS. PA PLANT AIR 14 14 14 14 150 AIR (A)(D) NOTE 3 15 STAINLESS STEEL,TYPE 316, STAINLESS STEEL,TYPE 316 ANSI B16.9 BUTT-WELDED STAINLESS STEEL,AS INDICATED ON DRAWINGS. FOR FIELD TEST PROCEDURES AND ADDITIONAL TEST PD PLANT DRAIN 2 8,12,17,28,32 2 8,12,17,28,32 NOTE 6 WATER 2,8(A) 12,17,28(B) ASTM A312, SCH 10S. SCH 10S OR 150 PSI FLGD. REQUIREMENTS, SEE PIPING SECTION OF SPECIFICATIONS. 16 POLYVINYL CHLORIDE, SCH 80, POLYVINYL CHLORIDE, SCH 80, NORMAL IMPACT, SOCKET POLYVINYL CHLORIDE, BALL, DIAPHRAGM, BUTTERFLY,OR LIFT NOTE 4 PI PLANT INFLUENT -- 26 - 26 NOTE 6 WATER (B) NORMAL IMPACT. ASTM D1785 SOLVENT WELD JTS,ASTM D2467. SOLVENT SHALL BE CHECK: NIBCO/CHEMTROL, HILLS-MCCANNA OR R&G SLOAN MFG. NO SUBSTITUTIONS UNLESS ACCEPTED BY THE COMPATIBLE WITH FLUID SERVICE ENGINEER PER THE SPECIFICATIONS. PSL PIPE SLEEVE 16 16 16 16 NOTE 7 -- - 17 POLYPROPYLENE,ASTM D4101, POLYPROPYLENE, SCH 40, DRAINAGE TYPE WITH HEAT --- NOTE 5 SCH 40,WITH HEAT FUSED JTS. FUSED SOCKET JTS. PIPING GROUP NUMBER SHOWN THUS*SHALL BE PO PLANT OVERFLOW 2 8 2 8,28 NOTE 6 WATER 2,8(A)28(B) INSULATED. SEE PIPING SECTION OF SPECIFICATIONS ' 18 FIBERGLASS REINFORCED PLASTIC, FIBERGLASS REINFORCED PLASTIC, FILAMENT-WOUND, PLASTIC LINED, FLGD. FLANGES TO MATCH 150 PSI FOR INSULATING MATERIALS. PW POTABLE WATER 2,24 2,24 2,24 2,11,19,24 125 WATER 2,11,24(A) 19(B) ASTM D2996, FILAMENT-WOUND, SOCKET SOCKET ENDS,ADHESIVE BONDED, OR FIBERGLASS FLGD. ANSI 616.5 DIMENSIONS, OR AS INDICATED ON DRAWINGS. AND SPIGOT ENDS,ADHESIVE BONDED. NOTE 6 STATIC WATER TEST WITH SURFACE 5 FEET ABOVE RE/IRR RECLAIMED WATER/REUSE/IRRIGATION -- 19 - 19 75 WATER (A) 19 POLYVINYL CHLORIDE PRESSURE PIPE CAST IRON, 150 PSI, FOR POLYVINYL CHLORIDE PIPE,AWWA C110 SAME AS GROUP NO. 11. HIGH POINT OF PIPE. ' ASTM D2241 WITH BELLAND SPIGOT JTS. CEMENT MORTAR LINED,AWWA C104. RS RAW SEWAGE -- 26 - 22,26 NOTE 6 WATER (C) 20 NOT USED NOTE 7 INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH APPLICABLE PLUMBING CODE. RWL RAINWATER LEADER 2,4,12 2,4,12 2,12 2,12 NOTE 7 -- - 21 NOT USED 22 REINFORCED CONCRETE, PVC LINED, ______ _______ NOTE 8 ASTM C76 MODIFIED, BELLAND SPIGOT NO APPARENT LEAKS UNDER NORMAL OPERATING SA SAMPLE LINE (SEE LIST AT RIGHT) 16,18,24 -- 16,18,24 - 125 WATER (A) CONDITIONS. C 23 REINFORCED CONCRETE, --- SD SANITARY DRAIN AND VENT 4,12 12 12 12 NOTE 7 -- - ASTM C76 MODIFIED, BELLAND SPIGOT NOTE 9 CI INSPECTION AND TESTING SHALL BE IN ACCORDANCE (.9 SDR STORM DRAIN -- (TYPICAL SERVICE-CULVERTS) WITH APPLICABLE NATIONAL FIRE PROTECTION � 8,27 - 23,27 NOTE 6 WATER 8(A)28(B)22(C) ASSOCIATION STANDARDS. 0 24 COPPER,ASTM B88,TYPE K, WROUGHT COPPER OR CAST BRONZE,ANSI B16.22, SOLDER JOINT, BRONZE, SOLDER JOINT, GLOBE: CRANE 1310 OR STOCKHAM o SOFT TEMPERED WHERE BURIED, 150 PSI,OR COMPRESSION FITTINGS. (FOR OXYGEN PIPING USE B-14T. CHECK: CRANE 1342 OR 36, OR STOCKHAM B-309 OR o SPD SUMP PUMP DISCHARGE 2,32 26,32 2,32 26,32 50 WATER (A) HARD TEMPERED WHERE EXPOSED. SILVER SOLDER, FOR COMPRESSED AIR PIPING USE 95-5 B-345. GATE: CRANE 426 OR STOCKHAM B-104 OR B-105. NOTE 10 TIN ANTIMONY SOLDER) PIPING MATERIALS SHALL BE IN ACCORDANCE WITH o• SR SEPTAGE RECEIVING PIPE -- 30 - 30 125 WATER (A) - NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. c 25 STEEL,ASTM A106 OR A53, SCH 40, STEEL,ANSI B16.5, 150 PSI FLGD, PVDF OR PTFE LINED CAST STEEL PLUG, DIAPHRAGM OR CHECK, 150 PSI FLGD, NOTE 11 SS SANITARY SEWER -- 12, 26,27 - 12, 26,27 NOTE 7 -- _ SEAMLESS, BLACK, PVDF OR PTFE LINED PVDF OR PTFE LINED. FOR VALVES 8"AND LARGER SEE VALVE NO TEST 26 SAME AS GROUP NO. 11 (TYPICAL SERVICE- SAME AS GROUP NO. 11. ECCENTRIC PLUG, SYNTHETIC RUBBER FACED: DEZURIK 118F SCH FOR SPECIAL VALVES SEE SPECIFICATIONS. a SU STRUCTURE UNDERDRAIN -- - - 20 REQD SLUDGE AND SEWAGE LINES) OR KEYSTONE 580. SWING TYPE CHECK: CRANE 383 OR NOTE 12 1 POWELL FIG 559. BALL: PRATT ORAPCO-WILLAMETTE. CHANGE IN PIPING MATERIAL GROUP NUMBER IS :� SUC STRUCTURE UNDERDRAIN COLLECTOR -- 12 - 12 NOTE 6 WATER (C) 27 POLYVINYL CHLORIDE GRAVITY SEWER PIPE, POLYVINYL CHLORIDE,ANSI/ASTM D3034, BELL AND/OR SPIGOT. --- INDICATED THUS: u_� ASTM D3034, BELLAND SPIGOT. NOTE 13 UW UTILITY WATER(NON-POTABLE WATER) 2,24 2,11,24 2,24 2,11,19,24 125 WATER 2,11,24(A)19(B) FOR PIPE LINING AND COATING, SEE SPECIFICATIONS. E1 28 REINFORCED CONCRETE,AWWA C302, CLASS- SAME AS GROUP NO. 8. AS INDICATED ON DRAWINGS. V VENT - 15 -- 15 10 AIR (A)(D) SEE DRAWINGS. (TYPICAL SERVICE- NOTE 14 PRESSURE PIPELINES) Cl) EXPOSED PIPING SHALL BE PAINTED IN ACCORDANCE I 29 STAINLESS STEEL,TYPE 316, FORGED STAINLESS STEEL,ANSI B16.11,THREADED STAINLESS STEEL, BALL, FLANGED, LADISH NO.4202 OR WITH SPECIFICATIONS. COLORS TO BE SELECTED BY .m ASTM A312, SCHEDULE 160S ANSI B16.11, SOCKET WELDED,ANSI B16.5, FLANGE JAMESBURY TYPE A/D150F, CHECK, LADISH NO. 5272 OR ENGINEER. � � (*SEE NOTE 5) 3,000 PSI SCH. 160S STOCKHAM FIG 15 SF 316, RATED FOR 3,000 PSI NOTE 15 a, 30 SAME AS GROUP NO. 11, GLASS-LINED OR, 40, SAME AS GROUP NO. 11, GLASS-LINED OR STEEL,ANSI 816.9,, CPLG, . SAME AS GROUP NO 26. PIPING FOR EA(EXHAUST AIR)SHALL BE LINED AND S STEEL ASTM A53, SCH 40 GLASS LINED SCH 40, GROOVED WITH MECH CPLG GLASS-LINED. IN ACCORDANCE WITH SPECIFICATIONS 09800. I SYSTEM 100. co 31 2-3 "AND SMALLER, STEEL,ASTM A106 OR 2-V"AND SMALLER, FORGED STEEL,ANSI B16.11, SOCKET WELDED CAST IRON, LUBRICATED PLUG: NORDSTROM FIG 142 OR 143 U A53, SCH 80, SEAMLESS, BLACK. 3"AND OR THREADED, BLACK,2000 PSI, OR STEEL,ANSI B16.9, ORSERCK-AUDCO LSW 144 GG OR MSW 133 GG. NOTE 16 LARGER DUCTILE IRON,ANSI A21.51 BUTT-WELDED SCH 80. 3"AND LARGER, DUCTILE IRON OR FOR VALVE ENDS, SEE P OR 21.8 MECH CPLG IRON 1 5 PSIIf A21.6 CAST T IRON,ANSI A21.10 OR AWWA G110, MECH COUPLING OR SPECIFICATIONS t�,tR PROF 2 32 POLYETHYLENE PIPE AND TUBING, HEAT FUSION FITTINGS, PE 3406, PE 2306, PE 2406 POLYETHYLENE BALL VALVES APPROVED BY PLUMBING CODE, UNLESS 74902P c•" ai ASTM D 2513, DR FOR YARD PIPING PER AS INDICATED ON DRAWINGS. it PLUMBING CODE. . , U :.r. OV, 33 POLYVINYL CHLORIDE PIPE, PERFORATED POLYVINYL CHLORIDE,ANSI/ASTM D3034, BELL AND/OR SPIGOT. ----- ��. 13 tin ASTM D2729, BELLAND SPIGOT. in REV 031004 EXPIRES: 6-30-05 N. o SCALE WARNING SUBMITTED BY 0 0 14 1 DESIGNED K KAI, G TEY );- GENERAL SHEET: OF (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY PIPING SCHEDULE DWG: 000-G-013 z NONE IF THIS BAR DOES DRAWN K KAI, G TEY !N ASSOCIATION WITH: CleanWater ServiCeS ,' NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. PHASE 4 EXPANSION DATE: 23-FEB-2005 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 18.75 MGD TO PRIMARY CLARIFIERS 1 & 2; :2) 105 MGD 33.75 MGD TO PRIMARY CLARIFIERS 3 &4 84 MGD 21 MGD •n p N BOTTOM OF EACH TO ONE OF 4 AERATION BASINS AND w SCREEN CHANNEL SCREEN ROOM SECONDARY CLARIFIERS - 84 MGD TOTAL Cl, INFLUENT GATE SLAB EL 180.33 GRIT BASIN EFFLUENT 1 177.18 WEIR EL 173.25 175.18 SEE NOTES 1 AND 2 hi 190 1 175.74 190 (- 176.36 PARSHALL FLUME " ° I 162.35 0 177.24 174.69 CREST 17239 I EL 172.25 IA a. t 176.26 160.67 CURRENT OPERATION LEVEL . WEIR CREST EL 170.10 180 11?1.06 II ---)- +/11A 180 J t I 167'50 I 166.49 V NOTCH WIER INVERT EL 166.25 168.91 I - - � ...Si.... � � � � 162.49 ` 163.69 163.40 I I . II �_ co 170 j ''- -- - - 162.77 - --- -- - --- - 170 171.50 172.50 \7 I _SE_ k; -\_b 7 7: -___173.00 172.50 = _ _ - METER 1.1""'". ..b vl 160 - . - -' - - - -� ( HHIH-- i _. 160 242" FORCE MAINS 161.42 163.00 -it FROM INFLUENT 159.50 �, TO AERATION PUMP STATION 60 48„ 8 BASIN 1-4 INV EL 162 INV EL 160.00 150 UPWELL I - 60" FROM 150 f) \ fd13 INV EL 155.00 150.08 153.00 INV EL 148.00 PRIMARY EFFLUENT 161.00 PUMP STATION (PEPS) 140 INV EL 161.00 INV EL 143.00 _ - 96" - 140 INFLUENT BAR GRIT BASIN GRIT GRIT BASIN DEGRITTED WATER 7 FOOT PRIMARY INFFLUENT PRIMARY \. , c PRIMARY PRIMARY EFFLUENT FLOW METERS AND - STRUCTURE SCREENS INFLUENT BASINS EFFLUENT JUNCTION BOX NORMAL FLOW FLOW SPLIT STRUCTURE CLARIFIER 4 137.50 / 137.50 - EFFLUENT DISTRIBUTION BOX FLOW CONTROL VALVES CHANNELS CHANNELS PARSHALL FLUME INV EL 139.08 PUMPS PRIMARY PEPS �C CLARIFIERS 1-4 INLET WATER SURFACE LEGEND: PHASE 3 HYDRAULIC PROFILE - EXISTING FROM PHASE 3 NOTES: PHASE 3: WATER SURFACE ELEVATIONS BASED ON ALL 1. THIS PROFILE TAKEN FROM DURHAM FACILITY PHASE 3 EXPANSION PROJECT, DRAWING 21. XXX.XX TRAINS IN-SERVICE, FOUR PRIMARY CLARIFIERS 2. PEPS WET WELL WATER SURFACE ON PHASE 3 DRAWING 21 WAS 162.35. CURRENT OPERATIONAL WET WELL LEVEL IS 160.67. IN-SERVICE, AND ZERO PERCENT SCREEN BLOCKAGE. 3. ASSUMPTION: 3 OF 4 SCREEN/GRIT TRAINS IN-SERVICE (TRAIN 4 IDLE). . SCREEN LOSSES BASED ON EXISTING 1/2-INCH BAR OPENINGS. SEE WATER SURFACE LEGEND SEE TABLE AT RIGHT 177.45 178.19 1 BOTTOM OF SCREEN CHANNEL 175.77 176 27 1 SCREEN ROOM WEIR CREST EL 172.7 SCREEN GATE - - - SLAB EL 180.33 PRIMARY PC FLOW SPLIT HES PC FEED BOX WS BOTTOM OF PC PC POOL WS CLARIFIER MGD (1) EL (2) V NOTCH WEIR EL EL 175.82 174.73 ' 174.09 PC NO.1 41.40 170.78 164.75 165.09 190 174.80 173.56 173.55 190 PC NO.2 41.40 171.81 164.75 165.09 177.73 17_8.3_9 1 176.50 174.28 172.46 PC NO.3 48.60 172.46 166.25 166.60 175.95 176.40 175.12 175.04 173.55 168.04 PC NO.4 48.60 170.25 166.25 166.60 173.64 TOTAL Q 180.00 V-NOTCH WEIR 180 __ __-- ( INV EL 166.25 180 1 NOTES:-,=.- r•v= _ _ , 166.60 1. INDICATES PROPORTIONAL FLOW SPLIT TO PRIMARY CLARIFIERS BASED ON EQUAL SURFACE OVERFLOW RATES. 166.45 2. INDICATES WATER SURFACE ELEVATIONS IN HES BOXES FEEDING PRIMARY CLARIFIERS. ° CL 168.75 - �` 00 170 - 170 _ _ _ _ _o - °- 171.50 172.50 - 173.00 172.50 - ° - ci 42" & 54" SCREEN _ F 3 ORCE MAINS CHANNEL _ _ _ 160 WATER SURFACE LEGEND: PHASE 4 EXP - 180 MGD 160 FROM INFLUENT NO.4 __T 6 PUMP STATION _ a 161.42 163.00 TO 180 MGD: WATER SURFACE ELEVATIONS BASED ON ALL GRIT PEPS TRAINS IN-SERVICE, FOUR PRIMARY CLARIFIERS IN-SERVICE, AND ZERO PERCENT SCREEN BLOCKAGE. '� CHAMBER RECTANGULAR SECTION SCREEN LOSSES BASED ON EXISTING 1/2-INCH BAR OPENINGS. ii; 150 NO.4 OPEN CHANNEL CONDUIT 150 UPWELL _ �- 180 MGD: WATER SURFACE ELEVATIONS BASED ON 25% XXX.XX XXX.XX 1 SCREEN BLOCKAGE. SCREEN LOSSES BASED 2 (ROCKTRAP) XXX XX XXX XX 1 ON EXISTING 1/2-INCH BAR OPENINGS. N - - 'g 25 MGD: WATER SURFACE ELEVATIONS BASED ON 25% a 140 140 25 BLOCKAGE. SCREEN LOSSES BASED ail = ON EXISTING 1/2-INCH BAR OPENINGS. HEADWORKS HEADWORKS DEGRITTED HEADWORKS PRIMARY CLARIFIER NO.3 SHOWN INFLUENT JUNCTION BOX EFFLUENT (FOR HYDRAULIC DATA TO PC1 25 MGD: WATER SURFACE ELEVATIONS BASED ON ALL STRUCTURE STRUCTURE THROUGH PC4 SEE TABLE AT RIGHT) FLOW THROUGH SCREEN/GRIT TRAIN NO.4 AND PRIMARY NO.3, 3 (HES) AND ZERO PERCENT SCREEN BLOCKAGE. SCREEN LOSSES BASED ON EXISTING 1/2-INCH BAR OPENINGS. a cc$9 RIFFS ) ,S a 0 1st kk2 Z HYDRAULIC PROFILE - PHASE 4 EXPANSION - 180 MGD (IPS STAGE '1 ct- 74902P Li: NOTES: 1. 25 MGD DATA: WATER SURFACE ELEVATIONS BASED ON ALL FLOW THROUGH SCREEN/GRIT TRAIN NO.4 AND PRIMARY NO.3. �ei. ,. ..0.. c;:'2. 180 MGD DATA: WATER SURFACE ELEVATIONS BASED ON ALL SCREEN, GRIT AND PRIMARY CLARIFIER TRAINS IN-SERVICE (FOUR PRIMARY CLARIFIERS IN-SERVICE). Y 13, 3. SCREEN LOSSES BASED ON EXISTING 1/2-INCH BAR OPENINGS. ,n EXPIRES: 6-30-05 o SCALE WARNING SUBMITTED BY 1 DESIGNED K KAI GENERAL SHEET: OF 0 o I I (PROJECT MANAGER'S NAME) LICENSE NO. DATE ��, DURHAM FACILITY HYDRAULIC PROFILE - 1 DWG: 000-G-014 Z NONE IF THIS BAR DOES DRAWN K KAI INASSOCIATIONWITH: CleanWater Services PHASE 4 EXPANSION EXISTING AND NEW NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 2 cO In 0 0 m 240 MGD SEE TABLE AT RIGHT W .. ,. .- LL Cr) CV - SCREEN CHANNEL 179.31 PRIMARY PC FLOW SPLIT HES PC FEED BOX WS BOTTOM OF PC PC POOL WS 6 INFLUENT GATE 178 51 BOTTOM OF WEIR CREST EL 172.7 CLARIFIER MGD (1) EL (2) V NOTCH WEIR EL EL ° ni 179.5fi SCREEN ROOM 175.10 PC NO.1 35.90 169.30 164.75 164.99 SLAB EL 180.33 0- 190 178.84 173 94 190 PC NO.2 35.90 170.08 164.75 164.99 PC NO.3 42.05 170.99 166.25 166.58 I 176.67 175.66 174.29 PC NO.4 42.05 169.33 166.25 166.58 T PC NO.5 42.05 170.68 167.75 168.08 177.48 171.06 I PC NO.6 42.05 171.06 167.75 168.08 180 � 180 TOTAL Q 240.00 v �c - ` y I► - = v 1 V-NOTCH WEIR 166.58 I NOTES: L CL 168.75 �l `� - _ _ INV EL 166.25 n 170 j , ' 170 1. INDICATES PROPORTIONAL FLOW SPLIT TO PRIMARY CLARIFIERS BASED ON EQUAL SURFACE OVERFLOW RATES. b \-- 171.50 172.50 _- - 2. INDICATES WATER SURFACE ELEVATIONS IN HES BOXES FEEDING PRIMARY CLARIFIERS. 173.x0 172.50 _ 42" & 54" SCREEN FORCE MAINS MAINS CHANNEL WATER SURFACE LEGEND: 160 FROM INFLUENT NO.4 _ - _ -i. 160 240 MGD: WATER SURFACE ELEVATIONS BASED ON 25% PUMP STATION SCREEN BLOCKAGE. SCREEN LOSSES BASED 161.42 163.00 -" TO PEPS ON EXISTING 1/2-INCH BAR OPENINGS. GRIT XXX.XX CHAMBER RECTANGULAR SECTION 240 MGD: WATER SURFACE ELEVATIONS BASED ON ALL 150 NO.4 OPEN CHANNEL CONDUIT 150 TRAINS IN-SERVICE, SIX PRIMARY CLARIFIERS UPWELL IN-SERVICE, AND ZERO PERCENT SCREEN BLOCKAGE. (ROCKTRAP) SCREEN LOSSES BASED ON EXISTING 1/2-INCH BAR OPENINGS. 240 MGD: WATER SURFACE ELEVATIONS BASED ON ALL TRAINS IN-SERVICE, SIX PRIMARY CLARIFIERS 140 140 iMia IN-SERVICE, AND ZERO PERCENT SCREEN BLOCKAGE. SCREEN LOSSES BASED ON EXISTING 1/2-INCH BAR OPENINGS. HEADWORKS HEADWORKS DEGRITTED HEADWORKS PRIMARY CLARIFIER NO.3 SHOWN INFLUENT JUNCTION BOX EFFLUENT (FOR HYDRAULIC DATA TO PC1 v STRUCTURE STRUCTURE THROUGH PC6 SEE TABLE AT RIGHT) - (HES) HYDRAULIC PROFILE - PHASE 4 EXPANSION - 240 MGD (IPS STAGE 2) NOTES: 1. 240 MGD DATA: WATER SURFACE ELEVATIONS BASED ON ALL SCREEN, GRIT AND PRIMARY CLARIFIER TRAINS IN-SERVICE (SIX PRIMARY CLARIFIERS IN-SERVICE). 2. SCREEN LOSSES BASED ON EXISTING 1/2-INCH BAR OPENINGS. C 0) 0 0 0 0 0 co o_ 0 c a) 0 C 0) .Co 69 a PI co LL El c' v a, C') a) 0, CI a, U 4) (0 PROF Z +� 74902P r' m . . A LL v r 1 mum Q\T 6).x 13,1#% PAIN OA rte. EXPIRES: 6-30-05 0 SCALE WARNING SUBMITTED BY 0 1 1 DESIGNED K KAI - GENERAL SHEET: OF o i -� DURHAM FACILITY HYDRAULIC PROFILE - 2 DWG: 000-G-015 z (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN C1eanWat ,� NONE IF THIS BAR DOES DRAWN K KAI e r Services PHASE 4 EXPANSION FUTURE o NOT MEASURE 1 SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. DATE: 23-FEB-2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 b 21 MGD TO EACH OF 4 AERATION BASINS AND SECONDARY CLARIFIERS - 84 MGD TOTAL 28 MGD TO EACH OF 3 CHEMICAL CLARIFIERS - 84 MGD TOTAL 9.5 MGD TO EACH OF 11 OF 13 FILTERS 105 MGD --.0.0 ...l• ••--. N.-•-a f- 2 105 MGD TOTAL co 1 161 .75 (INCLUDES 21 MGD FROM EXCESS FLOW PUMPS) 170 WEIR EL 161 .50 08 1 162.60 162.60 162.44 162.43 1 m 160.33 WEIR EL 158.27 156.29 .---- 154.01 w _ 0 0 .,, 159.43 155.00 N p 1„r- WEIR EL. 155.28 153.99 ° _ _ - l ' 156.93 _ 154.04 7 WEIR EL. 153.88 WEIR EL. 151 .75 WEIR EL. 138.25 160 o .^ p ° �=- 140.17 ---2:-\ v (a I = 152.62 152.59 152.39 152.00 V p p p `-_.- 1 C_____ _ - - = _ = p p p Q 138.68 _ 138.17 161 .95 _ - - _ _ = 150 133.49 I a N p \ , \ - 133.16 140 ---__ 7.-_._ V / '\'-' SECONDARY r J - EFFLUENT CHEMICAL I V / - MIX BOX DISTRIBUTION CHLORINE 42•, & - TUALATIN RIVER STRUCTURE MIX ZONE L 72" (100 YEAR FLOOD WS EL. 126.40)130 - CHEMICAL CHEMICAL CHLORINE I METER b CLARIFIER NO.1 CLARIFIER NO.1 CONTACT AERATION BASIN 4 SECONDARY (FIRST STAGE) (SECOND STAGE) BASIN NO.1 p CLARIFIER 4 - ` - 120 0 MGD - 1 _ 50.25 �6.50� 37.5 MGD .^-•� 21 MGD TO EXCESS FLOW BASIN � 105 MGD EFFLUENT 170 MGD MGD FROM PC 1 & 2 _ 170 FILTER & EFFLUENT WEIR CLEARWELL METER DECH LORINATION 162.68 163.3-5 EL 163.25 STRUCTURE 110 V Q 160 154.70 160 MH E-1 `ti 153.88 1 , \ 100 'm. 48" 1 50 144.54 1/ ::31 133.49 150 1 DIFFUSER n r- - 144.46 OUTFALL 1 48�: _ 142.85 ) 141.3 48" CONNECTION w 48" CONNECTION 60" FROM PC 2 0 -TO PC 3 EFFLUENT 133.16 1EL 137.10 j 140 FROM PC 1 0 _..7. 140 FL" : i\ / o p / TUALATIN RIVER @ 100 V FLOOD EL 126.00 ,7 °' PRIMARY EXCESS FLOW OVERFLOW 1 - CLARIFIER STRUCTURE MH EFP-2 I 0 1 -6 J-BOX °0 130 130 -6 MH EFP-5 60" CONNECTION TO 1 EXCESS FLOW PUMP STATION p c C 60" CONNECTION FROM NOTE: a 120 DECHLORINATION STRUCTURE 120 1. THESE HYDRAULIC PROFILES WERE TAKEN FROM DURHAM FACILITY I PHASE 3 EXPANSION PROJECT, DRAWING 21 & 22. .6. PHASE 3 INFORMATION THEY ARE FOR INFORMATION ONLY AND NOT FOR CONSTRUCTION. LLI FOR EXCESS FLOW BASIN OUTFALL NO. 1 � INLET WEIR SURGE INLET STRUCTURE -E STRUCTURE BASIN NO 1 0 110 \ `:, 110 a) co \',M H E-1 LI \., ii i ` " 0 ''' \' 100 `+, 100 oPROF "�� '`; DIFFUSER ' OUTFACE 1 As c � t3� 4'$,0 V., 74902P cam' 000 •.. :.c. e 90 90 �4Y I3124 4n EXPIRES: 6-30-05 r- - o SCALE WARNING SUBMITTED BY GENERAL SHEET: OF 0 X 1 DESIGNED HDR 6 I - 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY HYDRAULIC PROFILE - 3 DWG: 000-G-016 z NONE IF THIS BAR DOES DRAWN HDR IN ASSOCIATION WITH: CleanWater Services PHASE 3 INFORMATION FORMATION 0 NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. PHASE 4 EXPANSION DATE: 23-FEB-2005 THEN DRAWING IS HDR ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 • CIVIL GENERAL NOTES CIVIL SYMBOLS 123.25 FINISHED ELEVATION °o PROPOSED IMPROVEMENT 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE ALL EXISTING o UTILITIES IN AND AROUND THE AREAS OF NEW CONSTRUCTION. THE CONTRACTOR SHALL (123.25) EXISTING ELEVATION o POTHOLE FOR EXISTING UTILITIES PRIOR TO SUBMITTAL OF SHOP DRAWINGS, FOR POINTS EXISTING IMPROVEMENT m OF CONNECTIONS. w EXISTING IMPROVEMENT TOP N 2. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES TO REMAIN. ///// TO BE REMOVED OR i i I i I DEMOLISHED I I I I I I 6 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM CUT OR FILL SLOPE o AVAILABLE RECORDS. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY SOIL BORING -6 FOR UTILITIES LOCATIONS LOCATION CONTRACTOR I I I I I°- VERIFY ALL AN EVAT EVATIONS AND SHALLTT TAKE ALL PRECAUTIONARY TIO N RY EASURES NECESSARY TO PROTECT UTILITY LINES WHETHER SHOWN OR NOT SHOWN. � BENCH MARK TOE 4. THE CONTRACTOR SHALL CONTACT THE UTILITY AGENCIES FOR FIELD LOCATION OF UTILITIES, Q HORIZONTAL AND VERTICAL —GB— GRADE BREAK AT LEAST 72 HOURS PRIOR TO START OF CONSTRUCTION. CONTROL POINT 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT —R RIDGE LINE EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE FROM DAMAGE. ALL IMPROVEMENTS © DETECTOR LOOP Y DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION. CIF CUT/FILL OR �; DAYLIGHT LINE 6. THE CONTRACTOR SHALL COMPLY WITH THE STATE DEPARTMENT OF HUMAN SERVICES CRITERIA, FLOW LINE AND APPLICABLE CODES AND STANDARDS, FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS. 4.. - - ---'� STRUCTURE, TANK 7. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 36 INCHES COVER ON ALL PIPELINES UNLESS OR BUILDING S=0.0123 OTHERWISE SHOWN OR DIRECTED. SLOPE ON PAVED SURFACE 8. ELEVATIONS SHOWN ARE TO INVERT (FLOWLINE) OF CONDUIT. ---------------------- --- ,3:1 BERM SLOPE _ ______ (HORIZ. TO VERT) 9. STRAIGHT SLOPES SHALL BE MAINTAINED BETWEEN INVERTS SHOWN OR SPECIFIED. _-:-:-:-:-:-_:-:- : _-- ASPHALT CONCRETE PAVING :- - -___-__............ . (IN PLAN) .L BURIED ACCESS MH 10. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, PULL BOXES AND MANHOLES TO FINISHED (IN PLAN) LOCATE ON ��,�1�� .- -.�-�-i SIDESHOWN. GRADE UNLESS OTHERWISE SHOWN OR SPECIFIED. MANHOLES IN OPEN FIELDS SHALL BE SET ,� , - 3 TURF STONE PAVERS ONE FOOT ABOVE GRADE. APPROXIMATE RIM ELEVATIONS ARE SHOWN ON DRAWINGS. �/i`ii/.0 ii.�i,, / ii i`, (IN PLAN) \-, -��`‘`‘ "��-‘ BURIED ACCESS MH 11. THE CONTRACTOR SHALL REMOVE DEMOLISTION AND CONSTRUCTION OPERATIONS _ _ _ , �' �� (IN PROFILE). DEBRIS FROM THE OWNERS PROPERTY THE CONTRACTOR IS RESPONSIBLE FOR r _. .r _. r.• -r.- .° .r.- CONCRETE PAVING OR A - =° ° PERVIOUS CONCRETE PAVING DISPOSAL OR ASSOCIATED EXPENSES. � - � - � - ° ° ° ° (IN PLAN) 12. COMPLY WITH LOCAL CODES AND APPLICABLE INDUSTRY STANDARDS FOR PIPE TRENCHING AV/AR VALVE (IN PROFILE) AND BACKFILL. 1A6,\ � AAWAN /�\\Y�, �, \\Yh, EARTH (IN SECTION) AV/AR VALVE (IN PLAN) 13. BUILDING COORDINATES ARE TO OUTSIDE CORNER OF COLUMN OR BUILDING. A.Y∎ �,'.`��rA'A\ ,./K � 14. COORDINATE WORK ASSOCIATED WITH CONNECTING OR MODIFYING UTILITIES WITH THE II I i _II ( I I- COMPACTED EARTH 4- APPROPRIATE UTILITY AGENCY PRIOR TO PERFORMING THE WORK. —111-11 1-11 (IN SECTION) i i NR VALVE (IN PROFILE) 15. SEE MECHANICAL DRAWINGS FOR PIPING INSIDE STRUCTURES. ----U.16. PROVIDE TWO MECHANICAL SLEEVE COUPLINGS WITH RESTRAINED HARNESS SETS FOR EACH + + VALVE LOCATE PIPE PENETRATING A STRUCTURE WHETHER SHOWN ON THE DRAWINGS OR NOT. CONCRETE CURB ON SIDE SHOWN (IN PLAN) CONNECTIONS SHALL BE 3'AND 8'AWAY FROM STRUCTURES, UNLESS SHOWN OTHERWISE. A DETAIL OF THE FLEXIBLE CONNECTIONS AND THE RESTRAINT SYSTEM (REQUIRED ON CONCRETE CURB AND 1 BLOWOFF (IN PROFILE) PRESSURE PIPELINES) SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. SEE SPECIFICATIONS. GUTTER 17. OBTAIN AND ABIDE BY PERMITS REQUIRED BY LOCAL, STATE,AND FEDERAL AUTHORITIES PRIOR TO BEGINNING EXCAVATION. DROP INLET CATCH BASIN BLOWOFF (IN PLAN) LOCATE ON SIDE SHOWN Y 18. CONTRACTOR SHALL RESTORE ALL SURVEY MONUMENTS THAT ARE DAMAGED OR DESTROYED CURBSIDE DROP INLET DURING CONSTRUCTION . CATCH BASIN WITH LOCAL DEPRESSION 0� BUMPED HEAD 19. FOR STORMWATER POLLUTION PREVENTION PLAN, REFER TO SPEC 01570. SIDE INLET CATCH BASIN 1-------r'Ir------i WITH LOCAL DEPRESSION 20. OREGON LAW REQUIRES FOLLOWING RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION — X FENCE CENTER. THESE RULES ARE SET FORTH IN O.A.R. 952-001-0010 THROUGH 952-001-0090. co YOU MAY OBTAIN THESE RULES BY CALLING THE CENTER. THE CENTER BUSINESS NUMBER IS IR (503) 232-1987. ONE OF THE REQUIREMENTS OF THESE RULES IS THAT EXCAVATORS MUST 0 NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, CONCRETE WALK 0 BEFORE COMMENCING AN EXCAVATION. 0 0 0 to a 0 v ' DRIVEWAY/ACCESS RAMP N /a m 0 c 0 g.- 6 a co • � I E m t 0 U) m 8 m Cl)i m c i Cu m U O CPROT 4IN8 `is/ Z' C� fit~ Grp 74902P c-" m 1 tr. • , tr. oit800 w► NOTE: THIS IS A STANDARD GENERAL CIVIL �4Y 13,1 SYMBOLS DRAWING. NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT. O EXPIRES: 6-30-05 N. O SCALE WARNING SUBMITTED BY Q 1 DESIGNED MWH CIVIL SHEET: OF--° (PROJECT MANAGER'S NAME) LICENSE NO. DATE \-- ` DURHAM FACILITY GENERAL CIVIL DWG: 000-GC-OO1 z NONE IF THIS BAR DOES DRAWN MWH INASSOCIATIONWITH: CleanWater Services PHASE 4 EXPANSION NOTES AND SYMBOLS o NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is clear. DATE: 23-FEB-2005 REV DATE BY DESCRIPTION T NOT DTO SCALE CHECKED MWH ARCHITECTS ASSOCIATIVE INC (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 OUTSIDE NOTES: CHAIN LINK FABRIC --- _...•,�� a 1. SEE SPECIFICATIONS FOR 4" DIA GATE LOCKABLE EBLATCH W/ °o ''-----_j FENCE MATERIAL, COATINGS, POST(TYP) CENTER STOP SET IN A- LINE POSTS AND INSTALLATION REQUIREMENTS. WIDTH/2 TYP CONCRETE GATE WIDTH ,l, 10'OC MAX I TOP RAIL GATE WIDTH (AS SHOWN ON PLANS) 2. SEE SPECIFICATIONS FOR 4 0 MIN CLEARANCES IN SNOW REGIONS. (AS SHOWN ON PLANS) ( � MIN) BUILDING N PAVEMENT WHERE ►.:.:.'.:.:.:.'' .�.•.•.❖.•.•.❖ae•.•.e•.•.•.•r. .'►•.+.•.❖.•.❖.❖.•.•.•.•.•.•r.� - ❖.•-•-•-••• TOP RAIL •+•1.1.1.1.1.1.1 N.` •1.1.1.1.1.1.1.1.1.1°1.1.1.1.1.1.1•(• fy•1.1.1'1.1.1.1.1.1.1,1.1.1.1.1•v • ►y1.1.1.1.1.e m 1111111 +111++1 111. I 111 1+11+11 1+11111' C-101 ,T.'.'.g❖,•,�' ►,•,•i•,•D,•D,t,+,+e f fe.W.1• - W SHOWN - ,� �� 1111111 � 11°t 1+11 ►111111 STRETCHER � � D � A •••••••• �,. •••••••••••••••+••.. v 3. 12 DIAMETER ETER X 18 DEEP w 111111 N ■ 1,�i 1 `,�ko1 :::::," r.+.❖-•.+.•.I ■ ►.+.+.+.❖.+,•my,,•,❖.•-,-•-+.,, al►.t.,,-,,.❖.•.lmm _45111+11/i1+i1 +i 11111+1111+111111 iliiVI p i►- 11111 M .•t ►� D T CONCRETE STOP W/ U INTERNAL BRACE 1111 ir,�,f ►��,+ BAR •,••-•• �•• ••••••••••••••••••• �.•••-•,•• `11111+1 ■ ii+� c7 I io 1111 ♦11 iii ►1111111 i111i1ii111+11111t >1+111ii 11+111 ■ I,�i+i BOTTOM WIRE ,.,, 111 ' 1 1 11111+i 1111111 1+111+ jjr'1 6-#4 BARS, 20 GA STEEL w AT CORNERS 1111 Ai1ii 1.+11+++t , t 11iit Q ,'G'`1�a, �„ 111 W 111111 ■ i,i+ PLUNGER SLEEVE AND GATES +1+1+1t ( U 1i1iiit ,�,;�t LOCKING DEVICE i1�1�i� ■ ,11�.f STRETCHER FOR PADLOCK m +1+j+it FRAME j I DIA= ROD OD+ 111 11+1- 111 C 903 FENCING STRIP N 1111+it LOCKING DECE +1+t� ■ i 1 r = �t ' �C 111 a �`r■ ■ ►1� !� AT CORNER AND GATE 11! EXIST SEE EL,EC . ROD ASSEMBLY i, ' ► 1 Q ( !�MI Sege■ ■ • - -I-YP 1 .1.ii, „ �1 SPEC FOR LOCK ��. = t- (TYP) 1t o �•�va.■ 4 DIAGATE POST U 1 11. t AND GATE SCHEDULE CONC FOOTING /A/,‘ .� •�:': _ ' 1'1 Q +0/ '� oW. i1 i•� �11i 4 w Ii TRUSS ROD +.';; `. M = C-101 TYP X11111 1�1111 O z ►1 ASSEMBLY(TYP) W 114.►&111 1.11110 ■� 1 ♦ D 1111+•14 7 r w v1 DIAGONAL � .111 , 1 1 1 1 � � (� � _ 11 -. r �1!+!1.1�1,1,,,1, •0.�1:1,1.1,1,+.1.1,1:1:1:1:+:1:1.1,. .,1,1.1:1.1:1++•i.1,1.1.1,i.1.14i: ►1,1,1.+:1:1:1:+: F-F- W �� D IAGONA► .- CONTINUOUS NO 7 111111 '� BRACE GATE POSTS SHALL BE DESIGNED �a•�•�•iv-°�-♦�.' �i��-1•a�aa-1�1.1.1.1.1�a�1-1�1�a-1�1�i i ��------w•1-a��-1.11--1.1�� •+�a-�•�-��-.� i.�t1) I ►1 GALV STL TE N S ION WIRE /i11111i (� ■ 111 BY AN ENGINEER. OTHERS SHALL •:•,�; ;�;; - ,:•:•:•:•:•:•:•:• FG U p ,1111 ■� BRACE ililiii1i+11 ��'i1+11iiiii111iii11ii11i„ -0.-I r i i N1 Q i1+ :........ _�...............R . a I •'. , • I * Z 1111 i1 11111 i �a evet❖"II a�i❖.°i� +v w.❖.•1.1❖.•wolor�a BE 12 OR 5 X POST DIAMETER -- ° i. ..��.////i/� �, . •. �i/,,I/././.�� .. Q ' p X1,1.1,1,1,1,1, ■i./.1.LLiiii.1.1.1,1.1.1.i.1.. OF: 111.1.1.1: .:•�•:.•.•.•:.:,- - WHICHEVER IS GREATER 4 ..•.•e •...•.••• •-•• NOTES: aamosamosto : TENSION ° it -1°,• _ cy .. - a z ti Q Z + WI i.I .. .'►".'►" T: :►: 's:- WIRE • i PAVEMENT iv 'f-: .•• W i 'i : - O w : I,I ::► :-'_.%. •`'�►" • I I ' t} , \•,Y 'S 1. SEE SPECS FOR FENCE MATERIAL • I le `•=;; . . , w MATERIAL t- ~ .1 : . M m ;�� -•� 1-0 COATINGS,AND INSTALLATION ' ° - • • (IS NOTES: ° IN w O • °e co O t- ° 1 le 1 le LL-� t. - .r La 13 0 - i".3` . -6) -- ° w REQUIREMENTS. SIDEWALK LL. �' •- w '' 'J ° •. SIDEWALK L • •. L O z 2. GATE TO BE INSTALLED WITH KEEPER . e H 1. SEE SPECIFICATIONS FOR FENCE MATERIAL, COATINGS, � � w - � O w 1'l � w J l � �-- ' _ AND INSTALLATION REQUIREMENTS a SEE NOTE 3 e . �r m �..- - w TO SECURE IN OPEN POSITION. .1 .1 . D . `- • • 4 " • `0° • ,1.1° ° OC p ° ,t-• 1° ' M O w� 3. GATES LESS THAN 8'-O"IN WIDTH . Is.l . cc e) 2. EXTENSION ARM MAY BE TURNED IN AT OPTION OF OWNER. • L,.I °. U Z ° 1 m p SHALL BE SINGLE LEAF. . • e GATE POST w GATE WIDTH (AS SHOWN ON PLANS) - e ,;,,�, w ., m Q 4. SEE SPECIFICATIONS FOR CLEARANCES ' • • • SET IN CONC GATE AND CORNER POSTS SHALL BE • ' ' ' T- CO . ° `. .- IN SNOW REGIONS CHAIN LINK FENCE DESIGNED BY AN ENGINEER. OTHERS DOUBLE LEAF GATE GATE POST kr SINGLE LEAF PEDESTRIAN GATE C-101 SHALL BE 12"OR 5 X POST DIAMETER, 0-102 SET IN CONC GATE AND CORNER POSTS SHALL BE C-103 REV 051500 WHICHEVER IS GREATER REV 040302 .. REV 040302 DESIGNED BY AN ENGINEER. OTHERS SHALL BE 12"OR 5 X POST DIAMETER, WHICHEVER IS GREATER ■ 6" NOTES: MORTAR DOME GROUT CONCRETE CURB WWF GRIND EDGE OF PIPE IF SHOWN ON C-128 4x4-W4xW4 1. GATE AND CORNER POSTS SHALL BE DESIGNED BY C-101 BATTER 3:12 PLANS (TYP) AND ENGINEER. OTHERS SHALL BE 12"OR 5X POST i ■ o-- • ; . ,.; b DIAMETER, WHICHEVER IS GREATER. _ • - 6"GALV STEEL PIPE _ •°,,'. a ' :o° WIDTH PER PLAN 1 FILLED WITH CONCRETE. _ ,•a:.:"4' ' F• .•a :p .I. " `. /�" R 2. BOTTOM OF FTG TO BE SET BELOW FROST LINE. -__ Co t. GATE POST CORNER, GATE, __- PAINT FEDERAL SAFTY c cv • Al • '4 ' • i••• :4 . - R 10'-0" MAX TERMINAL OR Cl YELLOW W/TWO 1" ;•_'a ;, °,,• 4 PAVEMENT %"/FT SLOPE 4" FINISHED GATE OPENING I. . PULL POST = GRADE 4 TYP SINGLE BAY SEGMENT STRIPS OF WHITE ..,a . ., . . p:.; .. • � _ SEE GRADING &PAVING I WHEEL (Ic' . _ REFLECTIVE TAPE @ TOP 7 d' . 'o • c v - T- '.'o'::©: o' o b' p-• • • , •,'. BASE AND PLANS FOR SIZE STOP o SUBGRADE FINISH GRADE ''':* a'o$a °0°3::'• Q °:.-,•, . . o (TO MATCH --------- ...__ .._.. -` ADJACENT km + _.__. aa.aa.aa.._ .a.ra. • u:L.- -• 0• O ••••0000 00 T. -Q d 00 ••00••1••1• ♦..11.0•. ♦ 1•••111•♦ ♦.••.-.1111 ...... .. ......... e PAVING) •11••11.1 -.... - p U `::::::: •::::::•, / / / / / /\ #4 DOWEL AT 48"OC, 11.1••. GATE CATCH WITH - ..., 0 Z .,..° � ��\/ / / >/\/////,/ // / `\�♦ 18" MIN LENGTH, L - - PROVISION FOR --'•' = Li- •"" 5 !� • - \/\\/ / `/�\\// NOTES: GROUTED IN PLACE •`-.1111--:, •-••--• \ ° j °° ° C \ ♦ // C7 = bra z_ \/ , n - \\/�\ \ � NOTES: PADLOCK '.,.,,,.,.,, .••-� � •111.1-11.1;__ � ♦ - • ♦ !. :;;; ; w H ,A ' \ -•' . \//\/ 1. WHEEL STOP SHALL BE CONSTRUCTED OF 3000 PSI FIBER •`••- = • \ - e• \ \\ 1. EXPANSION JOINTS OF 1/2" PREMOLDED JOINT FILLER SHALL BE PLACED .. y�l_ Q `• o J ° • _ • • , ,. ./ REINFORCED CONCRETE.• •••-•-•o•�• .00.❖o.-•-.00•... AT 24'-0" MAXIMUM SPACING,AND WHEN ABUTTING EXISTING CONCRETE \ OR FIXED STRUCTURE. o ._._.._�.._.._�_. /�j T' �_ ,�./� CONCRETE ' "'�' r - NT 2. EPDXY CEMENT COAT SHALL BE APPLIED TO PAVEMENT ~• ENCASEME i. NT h.. _ . ..;-.,.-...-. _ _ .. .,.•-,.:- - .. ,�,`\,`\.. • , '°� l SURFACE PRIOR TO INSTALLATION OF WHEEL STOP.-:7.-•.W: , co • z N : :j' 1" - ��'�`;',. �: * 4 .:'• 4 2. SCORE LINES AT RIGHT ANGLES TO CENTERLINE SHALL BE MARKED AT .a GALV STEEL WHEEL - w ' ' ( GATE , '• 60" INTERVALS. ON WALKS EXCEEDING SIX FEET IN WIDTH,A C 3. ALL EXPOSED CORNERS ON WHEEL STOP TROLLEY ASSEMBLY A p � A SUPPORT : . • • •• • •\�� TO BE ROUNDED WITH A 1 "RADIUS. CONTINUOUS SCORE LINE SHALL BE MARKED ON THE CENTERLINE. (TYP) �, Z r SEE NOTE 1 RAIL OF 2) = •M \\ �\ %.i GALV STEEL GUIDE ' 1,..1 . �O/�♦ 4. PRECAST WHEEL STOP SHALL BE 5'-0" LONG UNLESS 3. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL FINISH REQUIREMENTS. • RAIL EMBEDDED LP STEEL WHEEL AS DETERMINED BY GATE MANUFACTURER VARIES INDICATED OTHERWISE. 4. WITH THE APPROVAL OF THE ENGINEER, FIBER REINFORCED CONCRETE IN CONC TRACT #4 BARS rd 3"X 3"x,"THICK "THICK GALVANIZED ANGLE PIPE DIA+ 10" MAYBE USED,AND THE REINFORCING SHOWN ABOVE MAY BE OMITTED. CONTINUOUS WITH 3"X,"DIA�"DIA WHERE DRIVES CROSS SIDEWALKS,THE REINFORCING SHALL REMAIN. ANCHOR BOLTS @ 18"OC 6"#4 BAR TIES ,.- •:.: a• SLIDING GATE 6 GUARD POST PRECAST WHEEL STOP CONCRETE SIDEWALK @l8"OC I - >• 6" MIN C-105• c •- •• • .• REV 040302 REV 030600 C 115 REV 040302 116 REV 040302 C-120 I 12" f R m n. r 2-0 • " R .. 6" .. _ 12" BORDER WITH ," " �. 8" . FINISHED 19. STANDARD CONCRETE •. S Q . GROOVES APPROX 1"OC FINISHED ,R f+ 6" FINISHED FINISHED GRADE (1) SIDEWALK WIDTH PER SCORE RAMP TO ROAD GRADE ROAD /�� PLAN 2'-0" TOP OF SURFACE //� c �,, r-•.-� MATCH CURB SURFACE _ SIDEWALK _ 2"R A ( „ g-- _ r MAINTAIN MINIMUM CURB ,,,,�� ° _�___ ° R o C 120 4"THICK TOP OF RAMP ► ° `�'. © p 4 V) w a. VARIES . -I O T: 6"CURB FACE - _to � ' A • A - A • ° r �T A • L as r I n 3000 PSI FIBER i • CONCRETE t ° ° REINFORCED CONCRETE/\\ 1 r �-�aoo °°° .. ° •�•° o , TYPE 1 ' . PE 3 o `' / ., /�, i, • ,• •, NOTES: -i /, //\//\~ / .i -• 2'-0" ■ ,� 1. EXPANSION JOINTS OF 1/2"PREMOLDED JOINT FILLER X" PREMOLDED JOINT FILLER �I 8" R SHALL BE PLACED AT 50'-0"SPACING AND WHERE ! Lio..\--- NO LIP • CURB AND GUTTER BUTTS OTHER CONCRETE STRUCTURES. 1X" R 6" FINISHED al BROOM FINISH BASE AND SUBGRADE T` GRADE 2. ALL EXPOSED SURFACES OF CURB SHALL BE GIVEN CB) PREPARATION TO FINISHED 2„R .. AMORTAR BRUSH COAT CONSISTING OF ONE PART MATCH ADJACENT ROAD _ p . PORTLAND CEMENT,AND THEN TROWELED SMOOTH. `• WWF4"x4"-W4xW4 SURFACE csy m PLAN PAVING ,- o • . • r o, 3. SCORE AT RIGHT ANGLES AT 10'-0"OC. %9 PROP E SECTION . p ° ° • . r ��'' p I N$6F p . d _ 74902P r••" m . ! 'i NOTE: PEDESTRIAN RAMP CURB AND GUTTER SEE TYPICAL SIDEWALK FOR C-121 3000 PSI FIBER C-128 � d� REINFORCED CONCRETE TYPE 2 Y 13, ADDITIONAL INFORMATION REV 040302 TYPES 1, 2,AND 3 REV 040302 ti _ a EXPIRES: 6-30-05 o SCALE WARNING SUBMITTED BY c-� CIVIL SHEET: OF 0 % 1 DESIGNED MWH b. I - 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY DWG: 000-GC-002 z NONE IF THIS BAR DOES DRAWN MWH IN ASSOCIATION WITH: C1eanWat 'er Services PHASE 4 EXPANSION GENERAL CIVIL DETAILS-1 o NOT MEASURE 1 SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 SAW CUT FULL DEPTH FOR SLOPE SEE GRADING AND PAVING DRAWINGS R FOR EL SEE GRADING N. NEW BITUMINOUS BITUMINOUS TACK COAT AND PAVING DRAWINGS o SURFACE COURSE 0 N m w EXISTING BITUMINOUS �j\\/\ a��l��. b RIP-RAP/ARMOR c� SURFACE COURSE /\/ •o°p:o t� ��r b N BITUMINOUS " y,,� °i.0.`t ' `\ PRIME COAT .. 12 `"�/'� -'- -c� CO ` •op°•pgo a o '\ �:,°:/°ao ��. l\/\ 707, • %.48k' c c BEDDING •• • CV %0• \ 4%,•I1•4*%°•Vb 3. •«`�1 APPROX ct )( )c? )ct )t )g)( )cc )t -,t )c( )( �l' aba �//'C—cc•:t_lt •:e:t• :1,•,•.0,k ct ) 1 g cct_ acct x cc-ret x" '' t C cctc�.^C tct FILTER FABRIC 1 ; ,// //; \_ I I_ Ili rl 2d 1 NM MO Mt NOTES: COMPACTED SUBGRADE 3 EXISTING AGGREGATE BASE COURSE 1. d=9" UNQ. NEW AGGREGATE TO BE PROTECTED AND REMAIN 2. FOR RIP-RAP ARMOR AND BEDDING SIZE, SEE SPECS. BASE COURSE UNDISTURBED TO PREVENT LOSS OF DENSITY AND SUPPORT UNDER EXISTING BITUMINOUS PAVEMENT ASPHALT PAVEMENT JOINT DETAIL RIP-RAP & ARMOR PROTECTION REV 121504 C-134 REV 010300 C-202 9"(TYP) 8" (� 2'-10"MIN CAST IRON FRAME AND @ COVER a� qt DRAINAGE DITCH rq — #4 FOR PIPE LOCATION & 2" SQUARE 1" ECG PLUG VALVE,THREADED I SIZE SEE PLANE DRAIN PIPE PAVEMENT WITH NIPPLE AND QUICK CONNECT SET FLUSH WITH ,T— FEMALE END TYPE PAVEMENT OR EXTEND TO �° 1 — ,. ;.- -T APPROX EXTENSION �''��C�`�'i i,` a 1.5 D ABOVE I _ _ � 1 112 X 3/8 STEEL _ _ - 1 � N RET FINISHED OF RIP-RAP ON a� CHANNEL INVERT • a I © BARS @ 4"OC WITH • T N 1 � ip 6 GRADE• I _ _ V 3l8 BANDING BAR ALL I e. r 7 TRANSITION TO •t 4 I a AROUND, SEAL WELDS, I _ . - _ p `4 _ 1�-r - t0 r READ CHANNEL cA4 ► GALVANIZE AFTER r _ • O t . 0' r SECTION SEE 1 ' ,� ��`i N7/X/, i::..1 '; °. .° `'•° A PLAN aZ -). Q, FABRICATION i • _ _ CONCRETE CAST IRON CAP WITH . I I I p ° v I FINGER HOLE IN CENTER CAP SCREWS 316 SS i TAPPED BLI D 1.4D 1�BEND -� P• FLANGE WITH ` .. 1 96" HOLE FOR"X" m P v 1"SCH 80 SS (HEADWALL FLOW ADH ANCHOR I •• ? • NIPPLE ENTRANCE/EXIT) WITH NUT&WASHER .�� N. °° ' C-221 TRASH RACK �. _ DETAIL PLAN PLAN TYP EACH CORNER -•, P 4" rAND @ 18 MAX PRE-CAST CONCRETE ii I -�1 4" P.. TYPICAL PLAN #4 @ 9" SPACING TOP BOX WITH TRAFFIC -- ..i" MIN 'I 1 1 MIN V 2\A COVER(H-20 RATED ■ al° 6., . WYE BRANCH IN TRAFFIC AREA) ,P o 0 no DO 0 ° ; •o.6 o Oo Oo°,A F •( MINI �°O °° ° °O ° O o0000 °O O O 0 0° d'T - -I t Arm._ CONCRETE ° o o ° o o °o0. ° o° -""""� — I .• ('p o .0 oao o �o0 0 _GRAVEL . ' EXTEND TO 1.5D � T 'a �- ' ° p . . ' 11 _ PLUG z ABOVE CHANNEL 4 : 15! USE FLANGED PIPE° ••• INVERT . - - AS INDICATED •� 'O . �' CONNECTORS OR PIPE CONSISTENT o • .°. e, p �, = C-202 .�.- r-# ' NOTE: INVERT ELEVATION HARNESS FOR THRUST WITH SERVICE LINE 0 4• 4. 0' /I -, l 1. IF IN UNIMPROVED AREA TOP SEWER MAIN STATION AS REQUIRED (SEE PIPING SCHEDULE) ►- g« D $" TYP EACH SIDE .:p,A.. • a• e .Q_i.. A .e, SHALL BE 6"ABOVE GRADE. 4 SEWER MAIN• 2. SEE PLAN FOR STATION AND INVERT ELEVATION. P @ 9" PIPE AND FITTINGS SHALL BE OF THE SAME FLOW FILTER FABRIC MATERIALAS THE MAIN LINE SEWER. (SIDE ENTRANCE) TYPICAL DETAIL PLAN & SECTION ELEVATION TYPICAL GRADING PLAN LARGE DRAIN PIPE TRASH RACK CLEANOUT TO GRADE (COTG) PRESSURIZED SYSTEM CLEANOUT REV 010400 C-220 REV 010500 C-221 221 REV 010500 C-302 REV 010500 C_305 c INLET AND OUTLET TO GRADE (PCOTG) 0) 0 0 0 0 0 0 0 0 U c c 0 .U) m 0 6 (1.1 ts- ca E 1 "ct' 0 co (c U) a) c 1 ca U .c3 e c$9 PROFFS c„.., -'1, 14 ts, z 74902P c-" it ° 14 �' 13, to EXPIRES: 6-30-05 o SCALE WARNING SUBMITTED BY r 0 1 DESIGNED MWH CIVIL SHEET: OF 1 — I (PROJECT MANAGER'S NAME) LICENSE NO. DATE N). DURHAM FACILITY DWG: 000-GC-OQ3 z NONE IF THIS BAR DOES DRAWN MWH IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION GENERAL CIVIL DETAILS-2 .0 O NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. REV DATE BY DESCRIPTION DATE: 23-FEB-2005 T NOT TO DRAWING CAL IS CHECKED MWH ARCHITECTS ASSOCIATIVE INC (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 A. FLEXIBLE PIPE REFERS TO ALL STEEL, DUCTILE-IRON AND PLASTIC PIPES. CO B. TYPICAL TRENCH SECTIONS (I, II AND III)ARE TO BE USED ONLY WHERE STABLE, J w —I w J w 0 COMPACT SOIL CONDITIONS EXIST. IF BOULDER OR LARGE OBSTRUCTIONS WOULD u a u a. 9. BE ENCOUNTERED,TRENCH SECTIONS MAY BE DEEPER OR WIDER THAN SHOWN. Q (0 MAX TRENCH WIDTH @ TOP OF PIPE - z m MAX TRENCH WIDTH @ TOP OF PIPE Q U w THE ENGINEER SHOULD BE ADVISED SHOULD THIS OCCUR. z 0 w OD + 36"FOR, 18"& LARGER PIPE OD z <v[ w OD+36"FOR, 18"&LARGER PIPE OD z < w 0 U m m OD + 24"FOR LESS THAN 18" u- m c1 OD +24"FOR LESS THAN 18" "- 03 m ccJ C. THE NEED FOR PROTECTIVE SYSTEMS,AND EXCAVATION SLOPES SHALL BE DETERMINED - \ ` �, 19T , M CONSIDERING APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY STANDARDS. ��\/ �y/ �%,, , \�/\,/\./'�� tO a"� _ _ _ _ _ _ _ _ _ _ _ _ u. •�/�/ - - ..�/ — e-.- - - - - - - - , r` .� N D. PROTECTIVE SYSTEMS SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE w , _ w ,�/ w _ APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY STANDARDS AND REGULATIONS. z `, d' ;4. /� Z `v d ��\/� z �. kr hi r ( ) N �\ �,� V A \�\ C+ NI N //�/�/� N Q N� A Al o E. SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO THE ENGINEER I w ,y/•* o 0 �I W o o z m o a ��\\�N` o REGARDING PIPE DESIGN AND COMPLIANCE WITH APPLICABLE LOCAL, z w \\�� //\\'\\ w w I w w w w I w w a //\ \\// a STATE AND FEDERAL(OSHA)SAFETY STANDARDS. CC w // ' i\i✓�i a_ O. w a a ` I- (n k./\Z• <s;: a Y. wp t- CO a n. w i- cn a a w F. UNSUPPORTED VERTICAL AND/OR SLOPING TRENCH WALL SLOPES SHALL NOT BE STEEPER E �\ r >' � p ' per/ THAN ALLOWED BY APPLICABLE LOCAL,STATE AND FEDERAL(OSHA)SAFETY STANDARDS TOP OF /= z at _z ►� TOP OF \/ z , z a TOP OF Z N z Am PIPE(OD) // ` �- tD2 U PIPE(OD) \// ' �— 1- w PIPE (OD) —N r - U NO AND REGULATIONS, UNLESS SUPPORTING DOCUMENTATION IS SUBMITTED,ACCORDING ( ) —�\ / w = ( )—`� I w =a. TO AFOREMENTIONED SAFETY STANDARDS. %/ \//\ I-r m a. // N w m U \ Z�m w U \ ww zW w \� .J __p. Ow W , � w .�G. TRENCH SECTIONS OTHER THAN THE TYPICAL SECTIONS SHOWN MAY BE ry (� - p N UTILIZED PROVIDED THEY COMPLY WITH APPLICABLE LOCAL, STATE AND m N ) ~ w c3 w J \�' FEDERAL OSHA SAFETY STANDARDS AND REGULATIONS.DOCUMENTATION SUPPORTING THIS COMPLIANCE AND PIPE DESIGN /\ , `CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER. TRENCH 2 © TRENCH %/j m TRENCH \ •a BOTTOM . \\. .•. . . . . • : :••• •m BOTTOM . : ° ► r BOTTOM— ,\ • . . ., .:• �► ,m . D H. IF OVER-EXCAVATION DUE TO POOR FOUNDATION MATERIAL IS ORDERED , ��, • / \ , ��, . ill ��L/��/\j/\J��i� � a BY THE ENGINEER,THE BACKFILL MATERIAL SHALL BE ACCORDING TO `\,\ .\\,.\\\,\\ \ ��/ \�.\\-\ \ \i� \ \ • THE EARTHWORK SECTION OF THE SPECIFICATIONS ARTICLE ENTITLED, "1 — BEDDING .� — BEDDING — BEDDING "USE OF FILL, BACKFILL AND EMBANKMENT MATERIAL TYPES." MIN TRENCH BOTTOM WIDTH: MIN TRENCH BOTTOM WIDTH: MIN TRENCH BOTTOM WIDTH: OD+24"FOR MECHANICAL COMPACTION OD +24° FOR MECHANICAL COMPACTION OD+24" FOR MECHANICAL COMPACTION I. IF DURING CONSTRUCTION,THE WATER TABLE WILL BE DISCOVERED TO BE ABOVE THE TRENCH BOTTOM,THE ENGINEER SHALL BE NOTIFIED,AND APPROPRIATE TRENCH SECTION - TYPE I TRENCH SECTION - TYPE II TRENCH SECTION - TYPE III DEWATERING SHALL BE IMPLEMENTED TO LOWER THE WATER LEVEL BELOW THE TRENCH SECTION TRENCH BOTTOM.THE BACKFILL MATERIAL SHALL BE ACCORDING TO THE EARTHWORK � C-601 SECTIONS OF THE SPECIFICATIONS, OR AS ORDERED BY THE ENGINEER. FLEXIBLE PIPE REV 01 0301 A. RIGID PIPE REFERS TO ALL TYPES OF REINFORCED AND UN-REINFORCED ° CONCRETE PIPE AND VITRIFIED CLAY PIPE. m U) to B. TYPICAL TRENCH SECTIONS (I, II AND III)ARE TO BE USED ONLY WHERE STABLE, E w W w COMPACT SOIL CONDITIONS EXIST. IF BOULDER OR LARGE OBSTRUCTIONS WOULD Q m MAX TRENCH WIDTH TOP OF PIPE —1 Y (an MAX TRENCH WIDTH @ TOP OF PIPE -J Y Cl) BE ENCOUNTERED,TRENCH SECTIONS MAY BE DEEPER OR WIDER THAN SHOWN. z< w OD+36" FOR, 18"&LARGER PIPE OD Z U w OD +36" FOR, 18"&LARGER PIPE OD < 0 w THE ENGINEER SHOULD BE ADVISED SHOULD THIS OCCUR. "-0° m OD+24 FOR LESS THAN 18" u- m w OD +24 FOR LESS THAN 18" ti m t!) ■ ■ ■ C. THE NEED FOR PROTECTIVE SYSTEMS,AND EXCAVATION SLOPES SHALL BE to \� _ /\/\/\/\�\ \ _�— _ _ _ - - - _ _ _ _ _ _ - _ _ _ _ _ _ _ _ / DETERMINED CONSIDERING APPLICABLE LOCAL, STATE AND FEDERAL(OSHA) ��\�\/%/% �/\ `� SAFETY STANDARDS AND REGULATIONS. ( ) A !I /� \�; A A o K I o / o u)D. PROTECTIVE SYSTEMS SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE m 0 0 m N APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY STANDARDS AND REGULATIONS. I w '\ w 4/>/$\.// = w\I �` 0a al E. SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO THE ENGINEER REGARDING PIPE w w ,\�i ji�/ w w / � w w I l�\\/�`�` DESIGN AND COMPLIANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY w \/\/'`\//\ \/\�/\ °- I- w a- w I' /\/��//� STANDARDS. ( } H m \�i\\i i %/% c I— CO. w w \y� \\/)‹\./\, \\. V ■ T a V _,/•TOP OF % % z ►m TOP OF %, _ Z TOP OF E F. UNSUPPORTED VERTICAL SLOPING TRENCH WALL SLOPES SHALL NOT BE STEEPER PIPE(OD)—� " ''`'\ r U ,= PIPE(OD) _� ` \ � U = PIPE(OD) - U 1 • THAN ALLOWED BY APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY STANDARDS ?< w z ;< w z w U AND REGULATIONS, PIPE SPRING \ w PIPE SPRING \ a PIPE INE SPRING a. z LLJ UNLESS SUPPORTING DOCUMENTATION IS SUBMITTED,ACCORDING TO /� w m o� LINE AFOREMENTIONED SAFETY STANDARDS. LINE z iw I- z CO I- z w /'r CC _ N t/) Z ■ N u) W ■ N t 'G. TRENCH SECTIONS OTHER THAN THE TYPICAL SECTIONS SHOWN MAY BE UTILIZED PROVIDED �/� ��,,/ wa _; �\, w J //' / a J THEY COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY STANDARDS AND FI9LLIFi ,,y \ Y °w ,/ \��` a. — �j\�, W a �- REGULATIONS. DOCUMENTATION SUPPORTING THIS COMPLIANCE AND PIPE DESIGN CALCULATIONS \/ �_ /' • m , �_ 1// ■ co + J: A SHALL BE SUBMITTED TO THE ENGINEER. w /♦♦♦♦♦�►♦♦♦♦♦♦♦ \ ♦♦♦♦♦♦�♦♦♦♦♦♦♦♦ �// cc� <[ w AN,, : r±♦�►♦♦♦ ♦ \ ■ \ ♦41 m r //� /� - �,, ivj / Cl) //\ /\ �,, / //.� �,/ /\ /\ • ,,. iy/. / 4 H. IF OVER-EXCAVATION DUE TO POOR FOUNDATION MATERIAL IS ORDERED BY THE ENGINEER,THE r /0„1/\„ U ` k r ►( \ UJ r / • . v1 BACKFILL MATERIAL SHALL BE ACCORDING TO THE EARTHWORK SECTION OF THE SPECIFICATIONS MIN TRENCH BOTTOM WIDTH: z a MIN TRENCH BOTTOM WIDTH: TRENCH MIN TRENCH BOTTOM WIDTH: z ARTICLE ENTITLED, "USE OF FILL, BACKFILL AND EMBANKMENT MATERIAL TYPES." OD+24" FOR MECHANICAL p m TRENCH OD+ 24" FOR MECHANICAL .,_,„_2 0- BOTTOM OD+24" FOR MECHANICAL El TRENCH COMPACTION w w BOTTOM COMPACTION m w COMPACTION m w BOTTOM I. IF DURING CONSTRUCTION,THE WATER TABLE WILL BE DISCOVERED TO BE ABOVE THE OD + 18" FOR WATER CONSOLIDATION cod) OD + 18" FOR WATER CONSOLIDATION w OD+ 18" FOR WATER CONSOLIDATION w TRENCH BOTTOM,THE ENGINEER SHALL BE NOTIFIED,AND APPROPRIATE DEWATERING SHALL BE IMPLEMENTED TO LOWER THE WATER LEVEL BELOW THE TRENCH BOTTOM. TRENCH SECTION-TYPE I TRENCH SECTION-TYPE I I TRENCH SECTION-TYPE III, TRENCH SECTION THE BACKFILL MATERIAL SHALL BE ACCORDING TO THE EARTHWORK SECTIONS OF THE C SPECIFICATIONS, OR AS ORDERED BY THE ENGINEER. REV 010301 C-602 RIGID PIPE O 0 0 0 9"MIN CRUSHED ROCK, N. WIDTH OF DUCT+8 1 © MATCH EXISTING ROAD 4" NOTE: CORPORATION STOP a. FINISH GRADE ,� PIPE OD+B" 4 TYP �- ___ BACKFILL TO BE BROUGHT DOUBLE STRAP a 4 TYP ' ► UP UNIFORMLY ON BOTH TRENCH ZONE 00 /4 SIDES OF CONC SUPPORT SERVICE SADDLE FILL ALL NON-METALLIC ' �� 2 "MAX DUCTILE IRON PIPE/ • j <;i• ; •oc • .q � • •- PIPES, CONDUITSAND THICK EXPANSION U) ` /�` �//\�/\�/ o `° ° ° n 0• , ° ` I W coy ,/ .d. o . ,o .Q. p co JOINT FILLER MATERIAL . _ ) \ 1 `° ,•M i '\/j`,/i,\/j/`\/j�///\////,i�,,� %/ �i�/,� Q e. • e°�� CONCRETE SUPPORT ] \ - ° ,• • °•° • •• EXISTING PIPE OR DUCT 1 .a \ I *AIL ■'■ ° o 446 1 1 %"THICK NEOPRENE \ .._ — -- `• ° • . • • ° .1_11 :14A •� • •n°• n d . ° 4 . SPONGE BETWEEN PIPE 0� i 1 I ` w _ • ° AND CONCRETE / ° • 4 - ° • „ CI n . `d. o ° . • o. • . • d, 6 MIN . .24- , o -E •• • _° \ ° ` COMPACTED �� '. 4 p GRAVEL .,••..•. • r.: . . .; �. �' " r g �\ 1 � r - ROV DE CONCRETE FOOTING W TH} - r ` - - U #6 a(_')9 1 SECTION 7. 77 - v .5 p ,\ � MINIMUM DEPTH OF 6" 1" } ) ALTERNATE LOCATION FOR ___ , 1 NEOPRENE / REPAIR CLAMP AND CONC NOTES: r a) SPONGE I '� BLOCK FOR TRENCH WITH NEW PIPE / 12"MIN REPLACE VCP OR CONC PIPE 1. FOR LARGER CONNECTIONS PROVIDE TAPPING TEE OR TEE EXISTING PIPE SLOPING SIDES g I NOTE: ZONE FILL 12" MIN lw 1‘41 WITH CLASS 150 CAST IRON PIPE NOTES: FITTING ca I . EXISTING VCP OR m 1. SLAB AND REINFORCING SHALL BE CONTINUOUS z • 1.4 4. 2. FOR PVC PIPE STAGGER ADJACENT TAP 22 112^WHERE TAPS y OVER PIPE-ACROSS ROAD TO 4'-0"BEYOND _ �•��_ _ �� MINIMUM CLEARANCE OF 12INCHES CANNOT BE PROVIDED. ARE SPACED LESS THAN 10'-0"ON CENTER EDGE OF ROAD(TYPICAL). r• C — —lik ;.1 _ �T�� or n D U CD rc? I_ I_ �1 (ck9P Of a 2. EXISTING PIPE OR DUCT SHALL BE FIRMLY SUPPORTED � tz 4 iN4., S/D z REPAIR DURING INSTALLATION OF NEW PIPE AND SUPPORT. 1Z- 44 CLAMP(TYP) 8"MIN COMPACTED 74902P CJ---- CONC BLOCK BACKFILL • �, CONCRETE PIPE PROTECTION A� fSi UNDE RGROUND UTILITY SUPPORT SERVICE TAP :.r' c 0-607 = C-608 C-619 Zy 3 REV 010700 /__ �►��i REV 010700 REV 011100 - 111511,11131R11515„ F'N K P\ SEWER CONNEC ION ACROSS PIPE TRENCH EXPIRES: 6-30-05 In N. ■ Li') SCALE WARNING SUBMITTED BY 1 1 DESIGNED MWH CIVIL SHEET: OF in 0 Q (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY GENERAL CIVIL DETAILS-3 DWG: 000—GC-004 z _ NONE IF THIS BAR DOES DRAWN MWH IN ASSOCIATION WITH: C1eanWater Services O NOT MEASURE 1 SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is Meat. PHASE 4 EXPANSION DATE: 23-FEB-2005 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 O r 0 0 N , W U. c4 N N Co 0 O d Y L a) U) SET FLUSH IN SET 3" ABOVE GRADE IN PAVED AREAS PARKWAY&SIMILAR I AREAS FINISH GRADE 12 MAX �� / , Rai " im 10-14" DIA TRAFFIC BOX WITH 2-0" SQUARE CONCRETE PAD CAST IRON FRAME AND COVER I 2" AWWA SQUARE MARKED [*I ''i�j I OPERATING NUT PROVIDE VALVE STEM , I 1 EXTENSION WHERE DEPTH 2' MIN ( 1-/ DIA STEEL SHAFT TO OPERATOR EXCEEDS 2' I 3i" FLAT PL EXTENSION MACHINE (SEE DETAIL RIGHT) CENTERING GUIDE lid I TO MATCH NUT 8"CAST IRON SOIL PIPE ( I j 1/8" BUTTERFLY VALVE OR I� REDWOOD BLOCKS ' ci- P LUG VALVE INST 1fa"2-2"x2"x12" LONG ---'......'..:.• • ' ‘,k r ,�, I CRUSHED ROCK I /.• , I I MI GATE VALVE INSTALLATION ;I!1 __ ' :� ADAPTOR TO FIT AWWA SQUARE NUT NOTES: PROVIDE PROTECTIVE COATING TO EXTERIOR SURFACE OF VALVE BODY IN ACCORDANCE WITH SPECS. FOR LUBRICATED PLUG VALVE, EXTEND LUBRICATION LINE TO GRADE PER MANUFACTURES INSTRUCTIONS. BURIED VALVE INSTALLATION REV 011200 C-640 co -v ui 0 o . . o WALL FLANGE WALL 1/4" NPT TAP FOR B HOLD BACK 3" 0 CENTERED IN I OUTSIDE FACE AIR/SOAP TEST L.NOTE 2 AND 3 ~ C-701 FROM WELD,TYP CO WALL, SEE PROVIDE INSULATING NOTE 5 ;.::. :'..j� POINT OF TANGENCY I5t o TABLE BELOW : FLANGE TYP UNO A te, CEMENT MORTAR • OF BELL RADIUS b .. 12" ,� NOTE 1 MIN (LAP JOINT) COATING,TYP I/ DIAPERED JOINT PIPE FLUSH WITH WALL 1sEE .: .: .:::::: DWGS • END TO SUIT t PROTECTION • IF PIPE TERMINATES AT ._.r..� . . _ .. : . ..�,..1.: SLEEVE OR MECH- 1�� AS SPECIFIED,TYP c �. m STRUCTURE. COAT CUT TYPE COUPLING �`\ . • w• END OF PIPE WITH I SEE DWGS '�/`7�r�.�:7L �� "' 4.. •EPDXY I t" jj____- - STEEL CYLINDER .«:Jii. ••- .4' •-�•...ri�ii�iisii•• a . Li BEYOND ►��.��....��...�..-.�_ _ _ _ _ _ NOTES: _ I 1. DIMENSION "A"CORRESPONDS TO THE COMPLETED JOINT OVERLAP .6 LINING SAME AS "A" 3" F-1 " AFTER WELDING. DIMENSION A SHALL BE THE GREATER OF 3 1/4 TAPPED HOLE SEE NOTE 1 c� CONNECTING PIPE OR 5t, MINIMUM. /\ r E END TO SUIT I BACKING `� CONNECTING 2. FOR STANDARD JOINTS,THE MINIMUM DIMENSION "B"SHALL BE AS PLATE IN GAP FOR INSIDE JOINT MORTAR m PIPE SEE DWGS '' ' ! REQUIRED TO PROVIDE THE MINIMUM OVERLAP DIMENSION "A"AND FULL WIDTH OF APPLIED AFTER 0 "'' . ' a — MAINTAIN THE INDICATED HOLDBACK FOR THE WELD. ��/ JOINT COMPLETION OF JOINT, m t •- ALL EXPOSED PIPE TYP. SEE NOTE 1 ..; `:.• AND COUPLING TO BE 3. FOR SPECIAL TEMPERATURE CONTROL JOINTS,THE MINIMUM DIMENSION NOTES:• COATED PER SPECS "B"SHALL BE INCREASED BY AT LEAST 3 INCHES. AT THE TIME OF co i ` r `'' INSTALLATION AND PRIOR TO WELDING,THE SPIGOT SHALL BE INSERTED BUTT aI WALL FLANGE INTO THE LENGTHENED BELL TO PROVIDE"A" +3 INCHES MINIMUM STRAP 1. SHOP APPLIED CEMENT MORTAR LINING SHOWN. OMIT INSIDE PLATE THICKNESS OVERLAP. SEE SPECIFICATIONS FOR SPECIAL TEMPERATURE CONTROL JOINT MORTAR REPAIR FOR FIELD APPLIED CEMENT MORTAR LINING. cI PIPE SIZE STEEL PLATE JOINT WELDING REQUIREMENTS. 2. CONTRACTOR SHALL CONDUCT AN AIR/SOAP SOLUTION LEAK TEST co 4. FILLET WELDS FOR BELLAND SPIGOT LAP JOINTS SHOWN. FILLET AT 40 PSI AIR PRESSURE IN ADDITION TO DYE PENETRANT OR O 30"& UNDER 1/4" WELDS ON OTHER JOINTS ARE SIMILAR. MAGNETIC PARTICLE TESTING. IF LEAKS ARE DETECTED, REPAIR AND RETEST THE WELDS UNTIL THERE ARE NO DEFECTS. PLUG HOLES SO 31"TO 60" 5/16" 5. CONTRACTOR MAY PUT TAP ON SPIGOT ID AT HIS DISCRETION. WITH A THREADED OR WELDED PLUG AT COMPLETION OF TEST PRO, P 61"&OVER 3/8 t6 AND COATAS SHOWN.TAP HOLES MAY BE ON INSIDE OR v ix fj 6. THE JOINTS SHALL BE FABRICATED AND INSTALLED TO BE WITHIN THE OUTSIDE OF JOINT. C� 4 88 'S-' z TOLERANCES INDICATED.THE TOLERANCE REQUIREMENTS SHALLAPPLY 74902P r''' id TO BOTH WELDS AND TO BOTH STRAIGHT AND DEFLECTED JOINTS. it IF STEEL PIPE THROUGH OR - LAP JOINT WELD BUTT STRAP SPLICE - LAP WELDED SLIP JOINT c .., oQ� TERMINATING AT WALL REV 011300 C 681 REV 030102 0-701 REV 030502 C-705 (W S P - C M L&C) REV 030502 C-706 p 13,1 F'q N K p,\ Lr) _ _ EXPIRES: 6-30-05 N. 0 SCALE WARNING SUBMITTED BY 0 1 DESIGNED MWH CIVIL SHEET: OF Le) 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY DWG: 000-GC-005 z _ _ NONE IF THIS BAR DOES pRgWN MWH IN ASSOCIATION WITH: C1eanWat CleanWater Services PHASE 4 EXPANSION GENERAL CIVIL DETAILS-4 o NOT MEASURE 1 SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 . BACKING PLATE NOTES: FIELD PLACED CEMENT CENTERED ON JOINT 0 GROUT AND DIAPER 1. CONTRACTOR SHALL CONDUCT AN AIR/SOAP SOLUTION LEAK CEMENT MORTAR BUTT STRAP WIDTH REQUIREMENTS C-701 TEST AT 40 PSI AIR PRESSURE IN ADDITION TO DYE PENETRANT 0 COATING SEE NOTE 4 OR MAGNETIC PARTICLE TESTING PERFORMED BY THE 0 (NP) CONSTRUCTION MANAGER. IF LEAKS ARE DETECTED, REPAIR co _ 4x4 W1.4xW1.4 4"MIN" AND RETEST THE WELDS UNTIL THERE ARE NO DEFECTS. PLUG . m = - - - - LINING '• HOLES WITH A THREADED OR WELDED PLUG AT COMPLETION OF ui _ -_ - _ - WWF FOR 24" MAX TEST AND COAT AS SHOWN. TAP HOLES MAY BE ON INSIDE OR o ; 4';1); ,(1',...:;;.:0;,. - - - _- - _ _ •. AND COATING- c� :..4.'. 7..:0...;•. - _ - - •. a• . -'• JOINT REPAIR C-701 OUTSIDE OF JOINT. I/_l//_///_/_J_//////j '////_/_/_/_►/_/�/_/_/a (TYP) _- _ -- -_ - __ MORTAR 2. SHOP APPLIED CEMENT MORTAR LINING SHOWN. OMIT INSIDE ai 1�"CLEAN"CLE JOINT,AS JOINT MORTAR REPAIR FOR FIELD APPLIED CEMENT MORTAR to o SPEC'D LINING. ..., FIELD APPLIED JOINT ► MORTAR LINING COVER CEMENT t,TYP \1L a MORTAR PROTECTION, MORTAR 3. FOR FIELD WELDING OF INDIVIDUAL BUTT STRAP PIECES TO SEE NOTE 1 E COATING (TYP} �'�•,� ��®�� EACH OTHER, SEE DETAIL C-705. 6" MIN COATING �a •� N__�\��( ■ ® E �\ 1\�i\�\��\\�r.� � r 4. UNLESS OTHERWISE INDICATED, BUTT STRAP WIDTH SHALL AND LINING HOLDBACK E/�/E!�=//// � '' s%a//�///� CONFORM TO THE LIMITATIONS SHOWN FOR PIPE END INSIDE DIA FROM WELD,TYP >r _-__ __- _ -- � • EM= - _ _ __: _ A SEPARATION AND OVERLAP REQUIREMENTS. INSIDE STEEL PLATE 4 ►l W o Z DIA- BUTT STRAP HOLDBACK, o- Z •1 NOTE: TYP °- y-'. ■ JOINT SPLICE . U i--, 1 1. FIELD APPLIED JOINT MORTAR PROTECTION REQUIRED FOR SHOP-LINED t BACKING PLATE Y"TAPPED L PIPE. PROVIDE CONTINUOUS LINING OVER JOINTS WHEN PIPE IS LINED BEYOND HOLE IN THE FIELD. CEMENT MORTAR PIPE END,TYP LINING,TYP. FIELD APPLIED MORTAR SEE NOTE 2 PROTECTION SHOWN FOR SHOP-LINED PIPE, BUTT WELD SEE NOTE 2 BUTT STRAP JOINT (WSP - CML&C) REV 030502 C-707 (WSP - CML&C) REV 030502 C-708 STEEL AREA SHALL BE VARIES 8'-0"TO 20'-0", SEE PLANS 50%GREATER THAN LIFTING LUGS AS (��F-S STEEL AREA SHALL BE 50%GREATER STEEL S EAREA USED IN REQUIRED SCORE OpE �P THAN STEEL AREA USED IN PIPE BY CONTRACTOR I A /►i•_ • qh'/ S S•�a %di) • EXPOSE, SANDBLAST = a. `� O (3.11111% j 1�.0 •� LAP AND WELD REINF. o, + \,O'11° fir• 112 �� +,: •,• ••: •i• .J T Z ID(1!6!!MIN) BOULDERS// ll Jr a :d c� ;v..P �i= !! . • _ • i • • • • • •#6(/(�]�j 6 EW TYP o 0 o O � � � O /^� O - p• P' .Q. _p •V•. �_7 ( } j ` % , , ' ' "•d :43-.1.1:•-• •'�• • ••. • el.•. • •' . • •!�. -• •'•• • •�. • •• • •'•. "�• •�. •'•. "ll •�. '1✓ �sz lJ •' 4 -10 ROUND (RIVER RUN)ROCK• . . '• d•, d ®••• �� ' d• • •• • '.e -p..p O ►i •ii••11.01••••d �•• 1•ii00;••••is •i:••••• i•ei•ii••`•ia••11•i •i� •i••. • - z - Z • , d'�4'=• • f.. O o•i�{o •• �q Oii • , •u•d on�qCO?��y,-_ O•i�q O•i�q O•i. •OIi• z ■ FILL VOIDS w/1"-2" ROUND r r 0 �,�, �i• • • • OVO• OVO• •i • O. O• OCJO• o• OVO• <JCJO• �'O• O• •� • •, RIVER RUN ROCK •.A: . 1U _ • .... e _ . :a . . " 'e • •• ko•11°Q •%�0 •%gip •% ••0, 011%2.0 •• •� 0 •/b°0p ••900.11%,900.11%_0 •r0 ( ) CD Co to by o..Q. i.•• �•.•• - �•.•• AD... �• ..•1•• �•.•• _Orw•• ..Y.0-41).•• r•�•• —•�•• s•i•• As•i•• �•!• r. i ' . . '• . A!�• -• a: ,, . . •. A. \w/A\-�o Ey i-`,• ..d . L..... ....i. d• 4 • •�. • :A: .e: :•d:-. 18 COARSE DRAINROCK(TYPE 11) • d. ..•d PER EARTHWORK SPEC 02200 SECTION• •A . • . . •o . . • , • �. • • • .• " •. • • • -;•� NATIVE SOIL• ____ .d •, . . a. .d•• . , •. .__ .•.d. 4 MIN r� .d. .'d; �.. EDGE OF DRY STREAM BED•" ;• • • . , • ; --" •a'b: • • i- ' -Lip • •.' . •• •• 4 d.• • • • d ••./ : s ,•� STD 0-RING GASKET �, P • V. - :d•r :A d••• off!- SMALL DIAMETER ROCK MEDUM DIAMETER ROCK, (4"-6") a°4 ,;. 11. •,! •,;. •••. LARGE DIAMETER ROCK, (7"-10") 12" 3" MIN 12" • �'"' ' ' ' •"' (1"-2") CUT IN FIELD AS REQUIRED CUT AND TACK WELD PIPE ZONE FILL • •• • -,0• �s0 I •0.t A�•a8•f:, 24"MAX CIRCUMFERENTIAL cry'+r1:;�'••►co, q. . +�►°•°'�1, 240•° •* i"l► - •1 „" '•i! ` C CUMFERE `�v..c��r ��.��rr � �fi� •• •,,risk+ ' .: .:,�4. • .4._ r �,. •► COMPACTED BACK FILL ,_,, •• ='u• s r' C -4-�� O ON: ♦ o•,.�•�•', �•o !, " STEEL REINF. (TYP) - - .fit _1' � - -"" ~- ° ,� :, . •`•'•:' • '•_•;�••}•�° SHALL BE IN PLACE � p .4.... s ��-- 27 MIN, 48 MAX O • i ► � ►I �I' • • PRIOR TO HYDRO TESTING �'1� 0 lb... �'u,. � �r +• - • ;k �,•�NOTE: 1 a NOTES: 1; .1. USE SMALL ROCK •••••�••; 40 6 • 0 11� • TO FILL IN BARE SPOTS 1. SAND BLAST AROUND PIPE AND APPLY BONDING BETWEEN LARGE AND MEDIUM ROCKS o•1••; •.o•,•;0: !-o AGENT PRIOR TO CONCRETE ENCASEMENT. CONCRETE PLUG OR CAP �� FIELD CLOSURE FOR REINFORCED C-810 C_820 2. BOULDERS PLACED AS DRY CREEK 2. LOCATION OF FIELD CLOSURE SHALL BE SUBJECT DIRECTED BY ENGINEER. C-901 TO THE ENGINEER'S APPROVAL. CONCRETE PIPE REV 030100 REV 022002 CA PLAN VIEW 17 Co 0 0 U 0 0 0 a C OF FENCE 0 5 BACKFILL MATERIAL t.) 9" 9" : 1 ! ..;. - • : • . .;- . .. •• -. •I.• ,. SEE TRENCH SECTION C •71".-Q-O ice• . SEE NOTE TRENCH '°• -. '. SMOOTH WIDTH .• •... . • •• • •• • ° •• '•.-ii 6"-24" (AS SHOWN ON PLAN) • FINISH .••• •• n l' l�a&' - •'• . ' - • ' ': MV,. . 4" TOP SOIL ' PLAN as z e • e • • • . e ' : .d.• 1T -• �7 c. '!s:'-- . • �- `° I • 2' MIN. —•-1 PE _ �� '�/�� CLSM PER SPEC h •.. •cz, to • .� •'d• • • ;d• e • ;d• dp ' :A• . N • daadaaa-- „ -° •-•..re-■ Tom. ' m d d A d d •, #3 CONT. _ •' cc 2" LEVELING COURSE(TYPE 5) -� I 2-#4 PER EARTHWORK SPEC 02200 \\y . -∎F co NOTE: SECTION 6"MIN. KEY-IN BELOW IF FENCE/MOWING STRIP IS NEXT TO CURB, THE TRENCH E BOTTOM V OF m SET FENCE POST 6" FROM EDGE OF CURB, TRENCH EXCAVATION a. ADJUST OTHER SIDE TO V-0". NOTE: TRENCH PLUGS SHALL BE PROVIDED AT .�� 0 IN* 42 z LEAST EVERY 200'ON SLOPES>4%. 9 Co # S N it ■ t CONCRETE SHOULDER FENCE/MOWING STRIP TRENCH PLUG DETAIL � zd° C-902 C-903 C-904 1'. 13, CONCRETE STRIP 0 EXPIRES: 6-30-05 0 SCALE WARNING SUBMITTED BY 1 DESIGNED MWH CIVIL SHEET: OF in 0 Q I (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY DWG: 000-GC-006 z NONE IF THIS BAR DOES DRAWN MWH INASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION GENERAL CIVIL DETAILS-5 JD 0 NOT MEASURE 1 SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 r I--'- --..-- i SIDEWALK ADJACENT TO CURB , MIN.' �t o PAVEMENT PAVEMENT u 1 PAVEMENT 2" �t SEE NOTE 4 EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING BREAK FLANGE 18"CAST IRON 910 iilit� iA!�1� �, 1 + `'a`'' �� 18" 3" MIN. SIDEWALK ��Iu` �.4 ,�►1lI II r �n " VALVE BOX TOP ��, Id ',� fi. •� >*-� ' I .-.NO .� o MIN 1 6"MAX. ... CV CC ;•• _ 18"CAST IRON 910 BOX \/ \/\/ \ ��1�1�1�.��o;�tai�:.� _._ `�'� N r,jy /, / /// . /\// • /--// ••// ,/ •-� •-i�•lizii rai �i,�-erVi ��;�ilice•tf,, 24" MIN.' \\ \ \ \\ ` ' \, \ `• • x•00 . • •. • • •. • �. '\/__ i� \ , 1,,,*: --.-.-..�•.•.•-•:.-� mi :.---- -=0 PROVIDE 24 BY SEE NOTE 5 AC ,., �%/\/\/\,y\ \ \ \ \� \� 4 THICK CONCRETE 1 1/2"-3/11• IN ROCK \\\� \` n' \' \� \. V \` \ \ \ • r:'v'f ��/�//\//\\/��\/�\�/' / PAD SEE NOTE 4 ,: .:•:. . =---- hi 0 A Viii- TAR PAPER(MOISTURE♦-•4 4'4S -.ice%%\// ( ) Op o p°© °p o vp o o°o °p o ice% :�. 6" DUCTILE IRON PIPE PLAN ° v°° °p o O ° v°° ° ° ,4404 ' i HAND TAMP BACKFILL Q- °°o vo ° p° AB°°o p0 ° o AGGREGATE BASEROCK '•'••41'. ••• RESTRAIN ALL JOINTS W/ ,' 6"MIN. HOT BOX o° ° \ '.0•4.' L!•"A•• y'\ AROUND TOP SECTION I I I r" 12"MAX. 'L SEE NOTE 9 °°° ° o v go50c0o0ooOg r;�� =ri r,7 � "FIELD LOK"OR EQUAL GASKETS /�� "HYDROCOWL"oo °v o ° o°v) III � � ) ( � ) � � I ,i/<Ni ila .11 OR EQUAL / I III I I_ I ,�I. .� .�. COMPACTED SUBGRADE '\/ �y� -N.\ , . /\; I , \ 6" MEGALUG RETAINER %\�.\\i��/� ` Anima ) //`/\ \/i A ,. 6"ASTM 3034 PVC T TAND N PIPE STAND \\, GLAND(EBAA IRON) I SEE NOTE 4 S O •_ LOCAL STREETS: CONCRETE PIER 6"GATE VALVE I APPROVED DEVICE I SUPPORT 3"AND LARGER BLOCK FLG.x M.J. " I OPERATING NUT EXTENSION I SEE NOTE 8 M.J.x 6" FLG.TEE d1 ilj ��1i 90° BEND FLG. AC-6" CLASS"C"ASPHALTIC CONCRETE, (SEE DETAIL N0.505) 11�: .. �� L AB-4" (1-1/2"-0")AGGREGATE BASEROCK SIDEWALK WITH PLANTER - 2.0' - ; A.� ,i\ 1#►' . I RETAINER GLAND �, SEE NOTE 5 ,� ,r�- i �I �.E OR STRIP AT CURB 1 � �� I � I =- I �� SPOOL FLG. x I � 30 MAX. AC-8"CLASS"C"ASPHALTIC CONCRETE SIDEWALK �� 4 LENGTH VARIES iii 3" MIN. _� L- I � • � ". 6"MAX. BREAK FLANGE L a a_ _�� MINOR COLLECTOR STREETS: �,\ i,: . - . \ 4 '�\\/`\� / - 6"CONCRETE SLAB 90 BEND M.J. .F. :-; . --- .- -.- .,- A- ••�• / �. • ter.•, •r.ii.�r.ir �r.�r.�r.�r.•r.�r.�y.:i.•� �i.��.�r..+�. \/. ////\/// ..- �i WITH THRUST BLOB /\/\ t .. ., .. :. ., . .. ... .. ., •. 4" �\ �_ �_�� ,� j \'\\ /\�\\�\\. .. ___ `\,�\\::. :::.:. = :i: ;. :;. :: ;;' 4 LEVELING COURSE /\// •>' \'�'// ��.-•,<`,..:-/�.r�/- /\ \\/�' , i//,. A::,) o•- _ AND MEGA-LUG RETAINS // 3/4"CHRUSHED ROCK• AC-7"ASPHALTIC CONCRETE \'/`�\\\��\j/�\\j/ ��'�.i .��"�i'�� 614441� �� \\.� --_ _ GLANDS (TYP) �� AB-4" 1-1/2"-0" AGGREGATE BASEROCK NOTE: /\"i: , ,..,\bigat i a•�;=-!-- •r,•.' '.•.I_- '---.._ "� " SEE NOTE 6 ( ) - -• / III ill 1. HYDRANTS TO BE MODERN MUELLER CENTURION,A-442,(OR APP'D EQUAL)6" MJ, 5 1/4" ---- lu' 'lil ' OR MVO 3 PORT-TWO 2 1/2"PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: AC-9"CLASS"C"ASPHALTIC CONCRETE A. OIL RESERVOIR \/\\/\\j\�\\/\\j\\�i\\j\\� ELEVATION \ \ \ \ \ \\/i NOTES: B. BRONZE ACTUATION NUT NOTES: \,\\�\\//\\/\\ \\�\ MAJOR COLLECTOR STREETS: C. BRONZE SEAT RING 1}VALVE BOX NOT TO REST 1. REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE INSTALLED IN A LOCATION D. WEATHER SHIELD CAP APPROVED BY CITY OF TIGARD. E. SAFETY SLEEVE COUPLING ON OPERATING ASSEMBLY. 2. REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE INSTALLED HORIZONTAL AND PLUMB. AC-9" CLASS"C"ASPHALTIC CONCRETE, F. THREADED NOZZLES WITH"0"RINGS 2)OPERATOR EXTENSION 3. ALL CLEARENCES APPLY TO OUTSIDE, IN-BUILDING,AND VAULT INSTALLATIONS. AB -4" (1-1/2"-0")AGGREGATE BASEROCK G. NATIONAL STANDARD THREADS REQUIRED WHEN VALVE NUT 2. SAFETY CHAINS TO BE REMOVED. IS DEEPER THAN 3 FEET 24" 4. TO BE INSULATED AND/OR HAVE A HEAT SOURCE TO KEEP ENCLOSURE AT 40°F(NFPA 13-4-5.4.1.1)• 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW ORAN ALTERNATE APPROVED FROM FINISHED GRADE. 5. ENCLOSURE SHALL INCLUDE A BORE SIGHTED DRAIN TO DAYLIGHT CAPABLE OF NOTES: BY DISTRICT FIRE MARSHALL. 3)CENTER VALVE BOX ON DRAINING A FULL RELIEF VALVE DISCHARGE. SEE DETAIL 557. 1. JOINTS TO BE TACK AND SANDED. 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. NUT .AXIS OF OPER. . 5. NO OBSTRUCTIONS WITHIN 3'0" RADIUS OF HYDRANT. 6. 4"3/4"-0"COMPACTED GRAVEL LEVELING COURSE 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92%0 MIN. 4)PROVIDE 24"SQUARE BY 4"THICK 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 7. A DOOR OR OTHER APPROVED ACCESS SHALL BE PROVIDED. 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED CONCRETE PAD AROUND VALVE I- 24" --) 8. ALL ASSEMBLIES 2 1/2"AND LARGER SHALL BE FLANGED 3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. BY ENGINEER. BOX OUTSIDE OF PAVED AREAS 9. ALL STRUCTURES TO COMPLY WITH LOCAL BUILDING CODES. 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD 10. DETECTOR METER TO READ IN CUBIC FEET. 9. INSTALL STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER(OR EQUIVALENT) 11. INSTALL 3/4" REDUCED PRESSURE BACKFLOW AFTER DETECTOR METER. ON THE 4 1/2"PORT. APPROVED BY: NO SCALE DATE REVISION NO SCALE APPROVED BY: NO SCALE APPROVED BY: NO SCALE AGUSTIN P. DUENAS f 3-1-02 ADD NOTE 9 AGUSTIN P. DUENAS AGUSTIN P. DUENAS ENGINEERING DEPARTMENT PAVEMENT DIG-OUT ENGINEERING DEPARTMENT ASSEMBLY ENGINEERING DEPARTMENT TYPICAL GATE DWG. NO. ENGINEERING DEPARTMENT REDUCED PRESSURE DETECTOR DWG. NO. cm ENGINEER DWG. NO. DWG. NO. CITY ENGINEER CITY ENGINEER /ii„Dili \ 13125 S.W. HALL BLVD. 4in�,lli+1116`' ',, 13125 5.W. HALL BLVD. „r�li �p ^\ 13125 S.W. HALL BLVD. /im�r/i �p \ 13125 S.W. HALL BLVD. 11111{I��' TIGARD, OREGON 97223 11111{� _ 111114` A ;TIGARD, OREGON 97223 ��' TIGARD. OREGON 97223 ` TIGARD, OREGON 87223 VALVE 503 '� MARCH 199$ ° VOICE: (503} 639-4171 AND REPAIR 1 8 2 "-�--� Tr. (5D3) 839-4171 FIRE HYDRANT 542 VOICE: Rog 839-4171 MARCH 199$ `'i VOICE: 503639-4171 BAC K F LOW ABOVE GROUND 5 5 4 MARCH 199$ FAX: (543) 884-7297 FAX: (503) 884-7287 FAX: (503) 884-7297 CITY OF TIGARD CITY OF TIGARD CITY OF TIGARD CITY OF TIGARD OREGON APPROVAL DATE OREGON OREGON APPROVAL DATE OREGON APPROVAL DATE CDC :•: ..'''''*'.� 150 DRY CREEK APPROX . _ ::.4..°.: " .' ,v..a..: CROSSING WIDTH: 8 FT ._..------- N ^� . 125 • '', `,t it\��,\\,'',", \:",""' \i ii•t\ittt\\C�»t\\\��\M?:'M"a:. - - \ \ ''-: `...\ ::: •:>:.: :> :>::§: : : :��.• •;:<<•:...:,.:0• ... ;,hN: :., CHAINLINK SHALL• co ...: .<.::.:;:- :•`.::�.::.:-..:.... BE INSTALLED \.\: • \:..,\ �.y\\t E•. 1 t\:,•::.\:\�\G+• '''" ;.•.U h,.•:\k`\: tv:.V:.t-.•: :,- '\' \v:•tt:>$>i>:2:: NI :.t.. ..\-.: \: h.:,t...: ...\ \..•..\.\\ .\ . \;•. ,:\':;.\:.: \ 100• � \.\\\v...--\\\:•a\..\:1 I t..♦. \..t�,\\•:S • v`.;•: ati a h ;t o ♦ \...,':, \ tiff '::. :z:;:,;:;,.;:.:::;:_<, p'�• 0° 4444/pAr . Cf) 4Wialitift : f7i 5 \ • k‘...:,:i ,.,..... W.&.,,Ski,,,,i,,NOK.,.0.8,.....41,.....{..4 :4',X.%•SZ•:•..4 ...• :.1'..•".'. • • • • • • • ''' ' '' ' ' ''' :■::::■:::::::::::::::::::::::::::::::::::::::•::1'i::.:r::i:::i:':':i::I.:::,':.:..1 1•:...:',::.1:::::::1:,:1:.',. . ' .• 5 1 : C a\v.v\tvavw .m. va. .:..,,m\\i\\� \. \.- \ \r \ ::•::.: R;:>:::::,:;::>i >ic;':5 ii;=:•''-> (l} Q' 18 SDR 23 h... 4.,oms \.. :::: .... ,� cc ISB ROAD WI TURF �.- RCP CULVERT(20'±) th:::.:'::. h�,..,t\.. ..:,..•:-� \. .:::,.::��.�.�::::..:,t4tt ,,...:�:.�.t, ...4,:.�:.�:....::.�:.�:.�::�,t.�:�:. \ : :. 01 _ _ .- ..a:::\•.•:..• t..:•\.:4•.4.t.., \. \\tit\\t\\��\v\\\\t\\t\\\v\t\t\t\t\tt\\tv\ty\ \ h: t• • • ::•- ti•. STONEPAVERS BY >�.,,.:. .;: \: :>: :':::::::.::>::.:: h4{•?:`:.::>::- :.::.::- ., :,..,`{.:-::•:::::•::•: ::::::•:.:.':;::•: •.: •:;..., . to � .�. ,. \.... . .. ;\ •..h ...............t:.,.. : .:•: �:.,••,.,�.:�>::>:�::':;:-:::>:': ::.:-:•:::.:::•>::<:•::•::... 12 ISB ROAD . . ..�. . .. .. . �., .., . . . . \.. :::h , ,,> :>:<.. \.\ ... ........:.., ..............\ \........................... . ... �,.�,+•.::.»:<.>:•:.';:.»<:::.;:«::.»:�:.:�»:>:•::>::.'.:>::<�.>.•WESTERN INTERLOCK � . .., �,�.;�.\ .�� '� �.at.�-�.�. � .�, .. \ .:. ., :,:. ...: .: � . ... .. .:::�::":'::•':':':'.�•:. : :.\:::.:.;. a. OR APPROVED EQUAL \ PLAN VIEW t ti• , , $4:.::•::\•\ .:-r. 4. 4.\.,. -u3 \,i h,. \ \ \.,\, • 4 \•:::: •:: •. t \ •:: . ::�:•:• I u.. .tvrtrtriVIIMIMCMCOVIVItICTSISZSZAINTIFINATIMINIWZAFIARAfillfalIFZIFVfilIfilfrtt.i7eFt: ' :' . '.*:'..fillt.Wibt.e.41:4, -.11101-t..Lontivii: :•: -.•:!: ::::::::: . :..!\,,,;::::::::::::.-14-*::.i.,:,..1 :; ..s....:: :). :::• ::'.:..:,.:'':':'-''...--7-•:1„: • • • • •-k•- t 25 )01 .. .. \ : . ... �' ::tip;.::;:::::::.'•:\•Em -41141W 3:66 \ (� 'Al° \ \., \t t ,.\\, .`i t 4 \ :\.. h•:.:::\: , \\•::::'::::::::; h•.:fir•.\•` ,.\•::. 0 \ ............. ...... .. , , 'I'C .. .. �. \':6 {•i::::;a•i:.; ';., ';..�<:�';2�:< K�]`41 4{• h �'h. tt.......... .�\•4.0 g 6 AGGREGATE BASE (TYPE 4} /\ ` •..: ' � h:; <:::<:::• • • 600 700 800 900 , � \..� � �: < `��\.��:\'.��_'. \�:;:: :: .. 400 500 00 \ :.......:• .... .....�,y.�,: , ,�s � �`� ::::��:, �_ ; 0 100 200 300 • \; :. X75;.•\;:. � �.: :., •..:::-:�� :.�.�.--:�::�: :�:: •4'�.4�:�ti:4:t. �•':� ...:.- •.. :;•;};{ty::PER EARTHWORK SPEC 22 • .. ai : . •• ii\\\ \\-t : \•• ... . \ : . :;:,':.t �. \��; ... � '•�:'\ � ...::_:;.:;>::�>' >:a FLOW RATE (GPM)•SECTION A A `��-',...\- ::::::::: ::: ::::::: 4:11-..:•:--,� .:::..�:.. LI `: �\:,.' ,. : '' : \:.: .,t : .:' �.�. .:..: :\\\ ::.:...: ::.:.:::::..:.:.::..:........ . APPROXIMATE RELIEF VALVE DISCHARGE RATES•m ' .: . . : :: : . �\\ ..,,,,,\\\\\\�\�\\.\\\\�\\w.�\••••••-�;;\:•;•;•; \' FOR REDUCED PRESSURE BACKFLOW ASSEMBLIES 1 CRUSHED ROCK(TYPE 4 :,r :.:..:: :•; C --1114 12' S a \•: ;ti2 y �,:, ,:: ,:. �;.• :.:. v::�,+.±`h.::'t ,N.::::.::::::::::::::`- ii' "`:ter' 1:;: AR SHOULD TAKEN TO ENSURE THE ENTIRE DRAINAGE \, \\ fit\:.\\•`_;` \\\ \`.\t�h.h,\\,, ,:,`\; j1��\ ,:.:. .��'::��:. \;. �... �. C E S O U LD BE E 0 E S U E E E E D G E•PER EARTHWORK �,�\ .;.,,, ..,::::: \`Zt:�\.:•. ;,..\�:�•.: � �::\ \. :��:: co . . ai �< t PE 22 .\. .;: :: :.;. ADEQUATE CAPACITY TO CARRY THE CONTINOUS DISCHARGE RATES SPEC o 00 ' a •>.S.:.-...Z::: >....sk:. ,:::.0::::.4.<>.. ::,:,•._;....:p:-I�:.: :i:.: ,,�k� �<:„:•:{•:::. SHOWN ABOVE. THE FOLLOWING ARE TYPICAL DESIGN FLOW CAPACITYIES :‹ >: :::::<, FOR ONE MANUFACTURER'S F R RAIN. RA LINE MUST'(/� A . <:,,..:...:.:..:_..:.; •�'. <: ,. :., 0 0 E L00 D DRAIN L E MUS BE•a) 2 _`- 1" _.-o--- „MALI_ ., r,kti i•:<,ti>';. :'r' �� `r ':.fiat:.. , ADEQUATELY SIZED FOR RELIEF VALVE DISCHARGE RATE MIN2/O .* `..4 : .;�a....\:\•.:.t-:ti\;,E.�,.\.. ti1w,\,ti\.. :0\k;\a�;•.;,:•.t,��,.,,...\ ::;.'.�i:.*._�ti, .t., •h.' :ii'�.�:• \\ ::�ha. a. �p`a,, o a.•\t: , ::::4 ::•:>x• hv v,.:%:'>� . .k.: iti:k:::::01,ii ; `i.'.. ':.:.'-b>,. . . : \::: ::: t.`\\-N••-I .ay:. :':: ti:•: » » 1r » '` o l`b6o `D 0� IO .. \. • \\\\.\.. tip' : °'"� \ SIZE 3 4 fi 8 to ... �\\.::. <::.:. :.: ..:. �:.t:, .:::�::�>-.,:>.:,.� ,:.,�....,.,: :: ::;::��:::��::=::': :•::\��: .,,.....*:..::::::*•.A.::, CAPACITY 112 170 450 7 6 0•3 REINFORCED CONCRETE PIPE �'. . -,..::::•-•,,,,•:-:,::.:::::::::::;::::::::::::: :\ . •:,:. :. : ::; ::;\4' . •�\\\�`,\�\\♦,•4 ti:•:�.tt::•:i'ti h\ti•:\�♦4';:-{.;•:e;. i:• \' •.•: :•\.• ti:y.. ;�'i. t' h\'t� ti�• N ",,\\.,....\\„...-_,� ^ \�� •/�� •^\ /\/ i�/ i\\\.;\,,x.--.-,-- r 1 �� ...•:.�1,C'\ ��,:•�,•.�::::. �4.:1•t:'.,•1.h•:,{V.••:.::11'.' .\Y Vh,\:..�.�Y:1 .h\\.-�\\'t\\\h\\\...:♦hh:,,il-. \.:�:Y.�:... .•^.'.':::.:.:•Jh-. r• �, .,. . SHOULD BE , . .:,:tip:..,.. < ::"/• ASSEMBLIES, THE DRAINAGE SYSTEM SHOU a> DESIGNED FOR THE DISCHARGE FROM BOTH ASSEMBLIES. PRO U.7, ' ' '•' ' ''''''•'•' '•'• ••••• •• •••• •• ••••• ••••••••••••• ••••• Q SECTION B-B APPROVED BY: NO SCALE SCALE d IN8 `'A AGUSTIN P.DUENAS .� ENGINEERING DEPARTMENT REDUCED PRESSURE BACKFLOW 1: .. 74902P r-"" DWG. NO. 4' I /iip111�1111,}I,'\ 13125 S.W. HALL BLVD. CITY ENGINEER t �) TIGARD, OREGON 97223 ASSEMBLY DISCHARGE RATES ISB ROAD CULVERT SLIDE GATE OPERATOR VOICE: 3 N4-2;17 MARCH 1998 557 o NOT TO SCALE -g05 CITY OF TIGARD FAX: p NOT TO SCALE C-906 OREGON APPROVAL DATE �� 3 ,n EXPIRES: 6-30-05 N- ix) SCALE WARNING SUBMITTED BY 'r 0 X 1 DESIGNED MWH `� CIVIL SHEET: OF e , (PROJECT MANAGER'S NAME) LICENSE NO. DATE ��``� DURHAM FACILITY DWG: 000-GC-007 z NONE IF THIS BAR DOES DRAWN MWH IN ASSOCIATION WITH: C1eanWatCr Services PHASE 4 EXPANSION GENERAL CIVIL DETAI LS-f o - NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 12-APR-2005 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 i. Z.:).. PRE CAST N" CONICAL N. LOCATE FRAME AND COVER mi NOTES: PRE CAST ;',4 CONICAL HOLES (2) SANITARY HOLES (16) STORM OVER LEDGE OF AT LEAST COVER ONLY Lo -atm COVER ONLY 0 12" IN WIDTH 1#- ;‘,. 1. AFLILRMSLTYEPESMBSEHDADLELD.CONFORM TO THE o CO 1 REQUIREMENTS OF ASTM C-478. CO 1---\ 2. MANHOLE STEPS MUST BE TIGHT AND ) , w B" MIN. BETWEEN NOTES: kll rj)v) ._._k LL -itib 1 KNOCKOUTS ALL PRE-CAST MANHOLE SECTIONS SHALL .--1 3. ALL STEPS WITHIN A MANHOLE SHALL ci) ..1 CONFORM TO THE REQUIREMENTS OF ASTM BE OF THE SAME DESIGN, TYPE, AND tNi A SI.I..:1(,,M.IXIN.G:)F UNMATCHED STEPS -1 C-478 AND APPLICABLE PROVISIONS OF ■ 10 11- 116, D STANDARD DRAWING NO. 010. A L4 \ ,-- 1-114..... ..0-- IS NOT PERMITTED). 0 0 0 0 0 co 4, •rg r47 +NI 1 1/8" VA 01 15..0.- 4..A..-I>: 0 --• /\\11 rob r) -. 111H4 „et - \-' ,ti. A . 0 S 0 - .1. - ...,-/- ,...- - MAXIMUM 27" FROM d4 • 4 i STANDARD FRAME AND COVER OR b.: ' - .IS• . . . ,,, TOP OF FIRST STEP WATERTIGHT FRAME AND COVER. -'--e.1' 'V.,.-.51: -v ) 0 0 TO TOP OF CASTING Pi SEE STD. DRAWING NO. 110-SA/ST cik .. .e.- - ,,„„ -----,.....- OR NO. 120 i- 4. a• 4. L., r , ..et .1 1 IMO SET FRAME IN NON-SHRINK ENCAPSULATED 1›.:' 5„ _•„A. _---610.- -41.-- .' 45( .1 10-3/4" I....„.....42...."....,94: t GROUT RUBBER GASKET • A., 0 ° 0 III 11 -,• '41 -:' LI. .; Ais 12" No, . • - ,A. • . .,v 0_p .- 4 t NOTES: _T._ •° .. GRADE RINGS (2",4",OR 6") - :4 • ,N. - ti.: • - • • - • • . ' . 'V .°'• • ,IS • . .. -J. - " 0 -- 7,..-1 ' A MAXIMUM 12" SET IN "ti- - 12" ca a a 't• . 4'. f>: ... 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE - NON-SHRINK GROUT '• ci. A- / REQUIREMENTS OF ASTM C-478. . •. PIPE 11M----- -• .i. ..,,'/ -A. • 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY . •' 4?' 1"/FT - - C:Lii STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4". 7-1 ' 4• SLOPE 4,• - COPOLYMER POLYPROPYLENE PLASTIC 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS d STANDARD ECCENTRIC W , - ‘V' - - 1.• - . -44?" ..r-z----. ' --r-----. SANITARY STORM M SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN APPROVED 1). 36" CONE ...-_A- f : - --4 .*.1 NH-.4 ,-) i..) EQUAL CONFORMING TO FEDERAL SPECIFICATION 5S-500210. 1 „,, -. t. .(1. : - PIPE - t. „ •.1 .›.- .., . Vrd 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. SANDED BELL -"t. - 1. ..1, A A 1/2" GRADE 60 REINFORCEMENT z' / A - ■ ,e, ' ' - D• 24-3/4" 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A ., .. FITTING -.4 0.D. i• ..i .c.: g- . si. MANHOLE AND CHANNEL DETAIL. ----1 A .-N-\_:1<- - 4_.A- I'll 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL A' MANHOLE STEPS SEE 4 :".*'4■'.." _ ,'I Allft, -4.4 REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING NO. 100 7 -0,-- 13" CC 10- Aii ow 7 8" / 7441111r#7/ /7 A/ 777 -4, 171,111177 A . i 3/4 .4 : 7. PROVIDE A MINIMUM OF fr OF INTACT (UNDISTURBED) A MANHOLE SECTION 1 .111111111/ INIMMM 4 7-1 PVC SANDED BELL PIPE = ' - MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED '...or'(VARIABLE 1'-4') OD , D.• 22" l:' c'. ON THE INSIDE FACE OF THE MANHOLE. 2 , . Iva •• 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND _ ,---: PLASTIC SAFETY STEP 4" MAXIMUM CLEAR OF PIPE WALL. 2 1 z A " 1 ..51 . A .N. , 1;, . , . ,......?4..:Iii,•; 41 . 0 o 6 MIN. m W 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" 2 - 0 1 .,"i"1)1,:5. ::4. '.'i 1 N,-4- I: -i ',1. •.-. ,. 8"--8-5/8" ----7-7- 1-\F-------2.- 27" ••.- tz c) D z FOR SANITARY CONNECTION AND 48" FOR STORM '- `1. o• 0 ,3 0 0 00,:p 0 0 0 0 0,.0 t CO < m . ' .a - '' 40 6" Iwo 1.011 in 25" D 1... CONNECTION. 0 co)o • 0 o 0* '-c) . 'I.,. . 4- /:>-- au I (/) 0 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND ---0.-- --.0--5" MINIMUM ° .1 80 •••r*0IN 0 go•00 •••*. 8 0 ° , 0 ° ID 00 0 0••cs,soo .A.d, . COVER SHALL BE USED IN ALL EASEMENT AND OFF -...t 4*--, .00-000•• Qo 0 0 0 o0 0 o Cro,da.0 I r • . •- -, oo 000, 0 •' 4 ,q. . - q: Of STREET AREAS. "7-1 , -.. *V ° 0 08 AD 000 ) 1 'al• - ' ' V. ' V. 66., 3" 7" .- tr KORNBAND - ' 0t:..80 : 0° 0 o . 0 0 °az)0Aotiod°5,°080V. cr _ . f .1,4 \.-i" STAINLESS INTERNAL %'• 0 0 0 0 0 0 0 0 coo o'du -0 cog A , .:.`1 ._ , ' '.-1- '1 1, 2*Kr ,,,,, A 1 116 3/4" GALVANIZED BAR STEEL BAND NON-SHRINKING GROUT CONSTRUCT CHANNEL • . Tr• 9, :""-1 t,- - .1 AS . . . 4 ..• 48-MIN. 4 • (Th t FOR CONCRETE PIPE AND SHELF IN FIELD -.... ..H"'"Ii _1:.. ' c•• -l• .../ ,...-' -..., MINIMUM 12" LEDGE • MATERIALS: .- -:d- . . . . I . • - • • , . .., - . 3" 3" -- P, " (ONE REQUIRED) ) D.' ., ,, 12" / Tt. 1"/FT. SLOPE P. ' 2" MIN. FROM TOP OF INTERCEPT -.' •& 1:... . 4 1-_ G.: -), PIPE TO MANHOLE PIPE illIWIldll GALVANIZED: A .. _, ._ . 23" 10-1 c :• SECTION .- 12" MINIMUM OF ;411-0" #6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. .• 41.--..1 - ,.. .. . ,. - COMPACTED BASE ROCK REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. •' ••.*; 'T. . -N: .9 24-1/2" ow- li PIPE v.r1 FLEXIBLE A- . , .p. GALVANIZED CONFORMING WITH ASTM A-123. "4• -... , - '7 ' , 31 " e,. A -‘../I .:el- : - '4, :-%C. .,, ,..• CONNECTOR ■ •, 411:■... PI ...asirt --., 4 tiOli , - N • .t' PLASTIC: .•1 .4.- . .nt b1 • NE MUST CONFORM WITH ASTM C-478. „./›...' ' 0. • I. ('-', "•!:-_-;_.. ,'- 1.74 ,-,:t•'.0_,. .1 8" MINIMUM CONCRETE STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. SMOOTH FINISH CHANNEL TO KORNSEAL BOOT MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED NOTES: 3/4 VERTICAL HEIGHT OF PIPE -- ,• . • - .-. .-•:. .-. ---- %-• t.I.,;.•:... '..- ''.., "-41'4' ,-'. "..- ..:s_'-f e,-,, e.-1 t ,-,•- WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS ::, '-i• ..1"1;-..:.•:--' '4'",.:,:=•",..."!"::',..--.g.,..-:'.4,:,;-::::_f_: 4-.--...-..:: MINIMUM ..;•:,142.'-7., WITH SERRATED SURFACES. 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 12" MINIMUM OF )4"-0" COMPACTED----4.--,--4■,".:•:.t:::4;',. 'f ,•,'.. . ""111---- 4" FOR GALVANIZED STEP 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. , • .- BASE MATERIAL 4. NOTCH LID FOR LIFTING HOOK. P R =CAST CO \ CRETE SUBURBAN AND STANDARD STANDARD VA\ - OL= VA\ - OL= STEP CkaiWi2IRCknicm MAN - OLE BASE C1earNdb;4;ervicm CleanWateServices MAN - OLE FRAME AND COVER CleanWateilr-Services DRAWING NO. 010 REVISED 02-03 Our commitment is clear. REVISED 02-03 Our commitment is clear. DRAWING NO. 100 REVISED 02-03 DRAWING NO. 1 10 REVISED 02- DRAWING NO. 020 Our commitment is clear. 03 Our commitment is clear. c cn v cci 0 0 0 0 0 0 0 co a. O c o c .0) co 8 -65 0 .>, . re-5 U) II. E i ca E = 0 u) co o •■•■■ 0 Cl) j a) 42 s CI co a) 0 . .4 U (1) 0..1) PROres z * c. 4 1.44 ct- 74902P r" ' 4 ', co. .. :•c• \7••• 6 ,z. In EXPIRES: 6-30-05 N. - - . U,o SCALE WARNING SUBMITTED BY cr) --‘k, CIVIL SHEET: OF U, 0 li 1 DESIGNED MWH ( 0 ) M W --.\-N DURHAM FACILITY DWG: 000-GC-008 -- i 1 . 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE z NONE IF THIS BAR DOES DRAWN MWH H IN ASSOCIATION WITH: GENERAL CIVIL DETAILS-7 ..0 CleanWater Services PHASE 4 EXPANSION o NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 -I THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 , , B / B B ZS I + 28" I,• • • 28 3/4' ■ v 27" t(7 v 4 8 , . v . . . . _I O a e Cil • I_ I 1' ° 1 II 11 3- i CO e SEE STD. DRAWING NO. 260 A A A A ?JL LIB a FOR FRAME AND GRATE L 7 J —I i- a - if I f A •. z , z' I 1 I I TYP_ 5/$" X 3" BOLTS ►I ,.: 1/2 , x :;•LT —+�►� / N •• I I I ` 1/41/ 2 EACH END �4" V 2 EACH END -______` I FLOW z ,/z- « ,/r I I-� S0. EDGE FIAT BAR 32 ,/2" 2 1/2" x 1/2" N A I, A ,,.'' SQ. EDGE FLAT BAR `� SECTION A-A a. a a v SEE STD. DRAWING NO. 255 SECTION A—A 3' X 2 1/2" X 1/4" v I a a I' d FRAME AND GRATE TYP. ANGLE• ° a 3/4* . I v I+ 4 a< 3.. X 2 1/2" X 3/8" 3/18" V 1 P I ! LAN VIEW TYP, • B 3/4"V `� PLAN , PLAN.......... .......*_____ .5,..... --\\W- =---0-----!----ci\---= -4.li B FINISH GRADE MAX 30' FLOW INVERT © PLAN,' '. _____r I , ;y; v I e I L . , e 1 ,„ I ► ,7 , V 7 ... p'Q. p'Q ` 13 1/2" .. 27" M" ° e - — V• 2" MIN- V•. 1'°•. ' + 2 1/2" ct • e b 2" MIN. [.... 3/B" X 2 1/2" FLAT BARS o a • 6" FOR POURED IN ° ■ a' ' I B JAT17/8" ONCENTER T D PLACE • c •`' • • ►� MAXIMUM 2" �I■ICI■III■IYI 1 ill■III■I�I!!ii j I I I I I —•-t ° -+-- 5" WITH —•- -.,E-- a ► 21" 1 REINFORCEMENT :F . "R •' MAX. M I II I ■ . I o • FOR PRE CAST ° ° d- �n v , B B e a - - e. , ( . ° �° Ill III I IIIIUIHIIII SECTION B—B . D ° . ' D: 18" r ' 18" CROSS BARS R I - I 1l111I SUMP• X �d .- SUMP '.Q � d liv6) 3/$" ROUND a a • 'Q a . . . t0 a° I 1 I I VIII N ., i ., tea MAX. a� �t ,1•• 6" a ' 'a' V . ' 4 MAX. e •d I / t > > II I II II ( lI ill 0 2 1/2"x 1/4" SQ. EDGE FLAT BAR e 18" °' ° ( �' 6" ^•--24=�- 6"-�- ' 6"-�- 27 3/8=�- 6" +� 32" P. GRATE BAR (17 EA.)• • . a° e D ° ea I L I II I II II I l II II II I 31 1/4" e o .. o V SECTION A—A SECTION B—B r Illl lllllllll HHHHHIIL. •V. ° e ° e • • ° e e° • °° 2" �I■III■III■I$I ' 3/16" TYP. 2 V.SECTION A—A SECTION B—B PLAN • 3/8" X 2" FLAT TYPICAL BOTH ENDS - ' BARS EACH END OUTER BARS AND NOTES: 173/16" E VERR SECOND C ND SECTION B— B 2 1/2" x 3/8" / 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. NOTES: SQ. EDGE FLAT BAR —Ow- -NO 3" C. TO C. 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 2. INSTALL STRUCTURE ON MIN. OF 8" OF N"—O" COMPACTED BASE MATERIAL. 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0" COMPACTED BASE MATERIAL. P LA N 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED WELDED WIRE MEETING ASTM A497. WIRE MEETING ASTM A497 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND NOTE:NOTE: AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. NOTE: AND A SLUMP OF 2" TO 4". SLUMP OF 2" TO 4". 5. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICATIONS. FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. APPLICATIONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. AREA IIRAN INLET CATCH_ B 3ITCH I \ L=T TYPI 11 CeanWa#e Services CleanWa#e Serv�ces =RAM - AND GRAIl ( Lc - 2) CleanWabeServices F R A V E AND ORATI CleanWa e; Servi ces DRAWING NO. 220 REVISED 02-03 Our commitment is clear. DRAWING NO. 250 REVISED 02-03 Our commitment is clear. DRAWING NO. 255 REVISED 02-03 Our commitment is clear. DRAWING NO. 260 REVISED 02-03 Our commitment is clear. En 00a) 0 0 0 0 0 a 0 0 U Cc a � 8:1 A rii 0 PI co U- I E CO E m 0 a) 0 a) u) a) ca I c m U 0.). �a PROFS �� G=N$ ssi Z � ,� .t° 'LT., 74902P c-- ai it 4 e,'4Y 13,V Li) EXPIRES: 6-30-05 Of) SCALE WARNING SUBMITTED BY .� CIVIL SHEET: OF 2 0 3 1 DESIGNED MWH ( 0 )o i (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY DWG: 000-GC-009 z NONE IF THIS BAR DOES DRAWN MWH IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION GENERAL CIVIL DETAILS-8 1 NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 . \ PROTECT TREES AND SHRUBS WHERE SHOWN W/ FENCE (.1 cp. 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RELOCATE 8" DSL, .:: ......-"--:-: : ::.: : •.: : .. :-::::......:......:: ...: :,, ,:‘, ........::::,.., :,... -•.„ ..........,.. „.„,... :..., . . . .......•• • . .. .,.......,............„..„. •-t1: .-- ... . :: :.; :, :,::•-• : ...-:,,--ure 8" DF, 8" 1)SL, 8" SS ... : .• i ...; .:. .:.:: i ,•:, : . ...... .•::: „.,.. .. ... . .....•••••:---- . . ,-,, • .•,.:', . . ,?•:::: ... :.: -..... • . . • • • • . • • -\,. .-....., . .....----- . .:-.:-:. • 12" SD, ANI161.1RE/IRR • .• • • : . • , ..... .. . . .., •••••::::::::::4•:•.•'.-•-•• -.--::::.:•.:.:::::::::::. ::::,::::::: .. :s•• :::::::::::::\Ail, (SEE DWG 000-C-042 : ..r .. . i ::•-:-.:::. ::::.::::- •:.: : :,...... 2: .. .. .. ..- • -• *.: ••• ::•-•:.,::-...:.........._,.. ..„...::,,, .---: • :::-: ..------- ------i:-.... •,'-‘ • , : • ... :. • . .........„,„....,„„.:„, ,.:::..„., Witttio & DWG 000-C-044) ..• . .•••• . ...-: •s, •-:-.:::::.:, ... .• . .....- i :...• ;•• 2 :.::; ...•:..... •. • .. . . . . . • .. . . „"... ::-... \-. ; :.::::::: .:: :: •:.: ::.:.' •.. . - . .-: 2, :. . $ ..,... .. .. • ,. .: : .. :.-- •• ., .. : .... .. . „ .. .. vi40101/fri p40 .. .._ . .. ..... ....... .. .. . . ..:::.:.., : . .. . .. .• OCII- .. .?,.•'\... . .. 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DATE IN ASSOCIATION WITH: Z 1"=40' IF THIS BAR DOES DRAWN K KAI PHASE 4 EXPANSION TREE PROTECTION PLAN-2 DATE: 23-FEB-2005 ..o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL CleanWater Services -- Our commitment is clear. THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 ....„• CV O (4-: a It) 0 0 N , , CO W LL , c*) N :.. ...,....:1.,..,....-:.....,....' 6 Ui O O d MATCHLINE 000-C-000 . ......:......,.......................................,.............„:„..... .:............, ...............................:......... . ....... . . , ...,....,,..:.,:: ,, . .. . . . . • ,...,. , ....... ... ..-...:.-.....-........•. .••• .....••._ . ... . 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CU O N _ S.D PRpF - - .'ice" 74902P i-' 6 LL r iQR , c.,7' 6�Y 13s2p F'1N Kp,\ In EXPIRES: 6-30-05 N. - - �o SCALE WARNING SUBMITTED BY CIVIL SHEET: OF in 0 X 1 DESIGNED K KAI i - i DURHAM FACILITY DWG: 000-C-007 z "_ (PROJECT MANAGER'S NAME) LICENSE NO. DATE I CleanWate? SexvYCes 1 —40 IF THIS BAR DOES DRAWN K KAI PHASE 4 EXPANSION TREE PROTECTION PLAN-3 DATE: 23-FEB-2005 n NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 . .. . .. . . : ...... . .„... , :::., ' ' • ' , . , .. . . . .. . . .... „... •.• '.- 7.. . - .• ..• •• .. . .. •• - .„ •':•• :. ..... . . .. .„:„..,..... ..,.....„.:„..,.:,A..,.......„.::..,., 25 ........,....,. .... ... .:. .... .. - ',.:,':::v...,..:..-::::..i. ..„:....... . .... - ....... .. . . . -... ......... .„ „.:::,.." •• •• .. . .. . . 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DUMF? • ONSTRUCTION .:.' i .,...,..,.‘- • • ai „.„ ..... ••• as :_.•.. ....... • •...:„.. ,, .:„.••..•• . -....:...... • ----• 0 C CO TN1F001 CONFORM TO CHAIN OI N ELXI LINK FENCE E rs -::-..:•••••::-:•••••-• A:.• Q_ ••••.••• .:•:...:.:. ., •. .... • •• • • • • • • 7 sAwcuT8i.CONFORIVI .......,::::::•,:::',••::-,:2:::.,: •••?•:.-7-••••'•:',', :•• ' ' AND MOW STRIP . .....: . . . . . . ..... .. . • . : .. ..„ „.. : :•: :.:,.....,.. ,:•••". -- : :: .... ... .: L...: .... .:„...:-.. :........::.: ..:. .. . .• . ... .. .......... . .. . .........„....„.,.,- - ••••...:•• , „: --:::::::.....•:,..--.•:.i.-: ::,.. .....„ -,.... •.::::. .... ..... -:.,...-,..:.„ • .... •-- TO EX AC PAVMT • -- • .......• ....• . . . ....... .- *--- ..... .. .• ...... .. .• .,.., ..... .. .... ._. ..... „... .. .. ..... ..... ..-.. • ... .. • . ... . , : . . . . , .......-..... •.:. • • • .... ..„ . . ....,. . • .. . , . • , . , . . , : , . : . , .. . - .... . . . . , . , . .. . . .. • • - ..:„,.... . - -- - ..•••• •• .: ....„ ...... . . .. . .. .. . . • • . . . . . .„ . . ... .. . . „ - • • -• • .. . ...:•. • ... •• • .. .• .. . • • .• ..............•• .:•.. . . • •....... . ...... . ,,-.....:::„ .............-.... : .. •.:„... .. . .. .. . . .. . . .. . ... . .. . . .. . .. . . „ . .... .. . . . . . . . . . . . . . .. . . .„.,... .. .. ... ....... .... . - . • . . .. . . .. . . ... . . : ''. ..'' . .. . : • •-• - * •••."-•:•••••:- '.. •••••• . . . . ••. •.• :.. . • .. .. ..,. .. . .. . ..... . . . .. , . . . . . . .. ..., ,. . .. . .... . ••••..-• •••:.',:. - • - •• •: • * - •:::::-. :::::::: •••.:..::.......r.:-:„......... ......... . . .... . . . .. ... .. .. ... ... . . „ --: -- : ••••• .... --- - . ... . . .... . . ..... .......... . .... . . ... .... . . ...„...... ..... ..„...... ........ .. .... .... . .. .. . . . 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(.... .. _ •• • .:::;•:.-.,:,::::.'. ..,.• .. . • .. ......: • : :::•••••::-.•••:•••::::, • - • . . . . . .. • - • .. .. . . .. . . . . . .. . . . . ::.:.::...• : .• .. . • . -• - ........ . ::.•:..,... •• •:::-...-,,,- .„.....:.:.. ••••••• .......• 4 • -.. ... . ...:::::::::*•"::::::•!::::: : :•:.! ..::• .: .. . .. . . . ..,••. , -• ••• • .. . . ... , . :.• ......,...:..........., . . ... .... . ........ • • . . .... . . •• .. •. ::::: .:: .. • ::7.. ., .„,,, '** *7• ' - ... ''*:- ,,:::::...;7:7:7, :::•,': *.::::::::i..7:**** ' 41t1) ....:::' INSTALL CARD •-" - ••••-• -----•: " '•- • . . ..... . .. . -•.. :••••••••-••••••• • ..- •.. .• .. . . . . . •• • •-•:------- - .. - .. .• :... . . ... ,.. :.. ,. .. .. . .. .::... •.•••... •.: ...,...• ...:....:-. .... .. ••:::......:„.....-• .,•:•:- DETECTOR LOOPS SHALL BE ::::.•••--:-:::•:::::::::. ...... . . ..., ,.... READER 011:2-6" -....... , • . .. . .. ' • • •• . . ... .• . .:•:...•-• : „. ... ... : ... ..• ..„. _ . .. . • ..•-• „.-..•.: .. :: :.. •• .. ,.... .. .... ... . .--• - ......•.- .::.• .. • IIIElo ......:••) GUARD POST . . ... ....., .... . .. .. . . . . . ..: ...„.: ...• • : ..:......::: •••••. . • :.......-.-...,........• .:•••••: • .. .. •-• ••- ::.... ..„..... INSTALLED PER AUTOMATIC GATE ::.-•••••:::•:.:::::.•: •:•••••::::::-:::• ...,----,:..... -• : . . .• • • •:;-••• •-••••••:•:-•••:::••••:::. ••••••• ::: .„:..-• ,....:::::•:„.... .. •. ••:•••:.. • ::: . . . ... . . ..-......„.:•:.•.:: .:..-..-.:-.... .:::-.:.: ::. :::.• •-•.:-... •-•-,..,.... MANUFACTURER'S SPECIFICATIONS ..::::::::: ........*---::::::' .. .. • • ... . .• ••:„........ ---:•-• .-:.:••••:•-... . . ::: .. . . - „ ........:• ....:: •..:: ... - ........: „......... . •...• ..... . . ..-.....'„•.......::'.. 0 4!i • .. - .• .• : ........„.„..... ...... ...•. • ... .. ......... •......... , ••• :: : •....... . ......:.. ... ._ .:.- ,, •,.:::::„ .. .... . .. ..: . . '..: :. ..• ... ••••- ..--..• -,- . : . . :::-.•:::„..... , --. .:..- ..•••• ,•::..::::.:::::•::,:-:::•:.„:. .:::•..•• ... . .. i) - 5' PEDESTRIAN .. .., .. .. . ... ... ..••......• ....,.... . . • • . . .. .. .. . ... . . •... .. • . : : •. . - --. * ... • •. . . . . .. . . ........ . • • .. • .... • : . ••• :•••-• •:..: ....„• .. .....: • .... ..,....:::::::: „....,......... •-•--••••••••: ......,-*GATE WITH CARD ::-:.:-...... -"• •: • • — : . :.: •• .. ... n'''''::.......i......................: _.:::.„ ••••:-:::::::::... +3Q AUTOMATIC 0 lopilf. M6 READER . .-..,.:.:,. .. . .. . . : ..•' . .. . ... .••••::: .,...........:::•....-,.'".•:•.•,.....•••----- .....„ ..... .. . .• • .....::...„ '-- •,-....... C-105 ••-•• SLIDING GATE •-••••••• . .: ........• ••......:.••• • -...„:„. ...:.„.., ..,:.• .: . . ,. • • . „ --.•••..:... .:-••: C-103 -:- . •:„.:::...• . :., ... :.• .••--•••-•:-:....... ------ „...„,...„ . • •• --:-.:::::.:„.... :-: • • •• • . .. . . . . . . -•-• •-,:•••••••• • • • • ....:::::'''''. .......:.:. (000N1?1(g11_) CEO :. -' .:' ..-...::::•... ::: • :: :- : • .: _ %," ....'• :::::::' :i.::::::]'::.::::i..i.::::.,...)!i.i.j..,. ..,..:::.? ,:. .-.. M4 .......• .... ...:.. .• .• • ',.:-., .,/'. „..:,....• • . . " " . . - -• • •••• : . .... ...•••••.' .- ,..... .., _. ..•.. - ../..••• -•-.:••• -, ..•..::•• -•-•••• -....-.. - .. ::: ......:ii., ,. .... ...... .„.:... ..::. ...-- :•.• .. • .: .: •... •. . .,. .......--..........-''' • ... ... ..../.,::::-.' ....:, . • ::-: ... -•:• ... ::, :.- • - . . .,.. ..,... .. 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' .. „ . .. . . „ H4 ...••••••- ..----- ••••,......„, . ... ... . .. . .. .-:. .... - •-.....-: -::•- C 128 CONCRETE CURB .. ........•••••••• - • .. .. .. co . - .• . . •:. :•::: - .. . ..: - -- • .: ::: :: :: • •• • (TYP 3 SIDES) .. ...• .„... : : . : ,. •• . • SAWCUT AND •• • .. •• ..• .-'• ••• .. • .. •. . .:: : :_.: :. • ... • •" " „ : .:: . - . ... . . . .. •.;:;•-' ..„.. .. .... ... ... ::.• •: > .. ...... . :: . . ...,■■• 1 ,..:'..... .' . ' ' . .. CONFORM TO C.:7134 . . • .: „.: ....... . . . .. .. ..• .. . ... .„ •:, , : :. : : . „: • .. ..• .. . .• .:-... , , . ...,...„,...:.. . ,... . .. .. .... ........:...: .....;• .. .. : (TY1°•g:•;.).... ,........ , • . . . ..• ....,„.,.. „ ,•,„.. ,:. EXIST AC PAVMT ..."'• ••'•-•-„...... .. .::••• •• . :: . -::........ : ..:- . : ' : C/') •.: ••::•:.- • PRIMARY - ... • • ...:.:::: •••-•......:::,:: •••.•.: : • . . .. • . .....„.....::. .::::.••• ......•,.. .. ....... • . :.......„.... ....:.......... . „. .. CLARIFIER --,:•-.....:::::::::.:•::... .......-- .::•:::,...:::,:.:::,:.:::',...-:-,.,.....,...,...•.:.:.:•:•....:...••:,..•,... ..• ..„: - .. . •••• .• ,. ••• . . .. . . . .• ••:-..-:---.•••• ... . . --•••:-.....:••... ::::, :::::-• ::: ...: ...:: :•:• ...::.: NO. 3 ••••••:-.--... /•-.. : : . .- . .. ..... -..„.: ••••:. i...........: : . . .• . - . ::. .. ...: . . . • . . . . . • •••••••:....... ..-i.-..:: -.----•:: . ........ .. .,.. . • . . • . . ,:,. ... • •••• • • • .. . •••.•::, • ::: ::: .. . . :: .. ......,.. . . . : „ . „ : . , . . . . . , : „ . , , . , . . . ....... , . . . , , , . , , , . ... . ::: :.: • .• . . . ........... „: ... -......,.:::::-•••• .„ , . . : . „ , . . . . . . . . , . , . . . , . , . ...., . . . „ , „ : „ , . . ,. . . . . . . . , . . . , . . : . . . „ . . . . • . . , . . „ . . . . , . . . • .. . . .. . . . .. .. . ... ..........• .. . . . . .. . • - •• . PRIMARY INFLUENT FLOW SPLITTER STRUCTURE . • . , : . , . • , , . . , . . : . • . : . : , • . . . 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EXIST SURFACE), REPLACE EXIST SIDEWALK AS REQUIRED . . , . . , . . , . : , . , . . . , : .. , : . , , , , „ . . : •.. ... • . •••:•::.•:...,,••••::::., - ::-.-: . : ::: ... :. . ..,... . . . . . . • . , , . • i • . , . . . . ' '.".":::H.,:.,...:.....'.... :..,.''' :-.. : ','...: ..::': :.:* • •%"., .'",' . , . , , , ,, .• '• ... • . . .... - ... , .. :: ,,..... ' ..... - '::::''.. 7`40 . „ , . , , . , • ; , . ; . , • . , .....: • • ; .. .• . . ---...,. .... cx, . , , • • . : • , 2 ■. . ■ . : • , .....' . ."-.... ''' ' *:' ,. . .. •-.....,..: H.•:.:.... .:".: .."'"1:: i' . ... . . . :. - . , ....• ..•; ...,. •P ... ::.,.:,. .. ., .. ,. . . .. ":. ".. .. CONFORM TO EX FE'NC-E--:•••••. . ••:* . .----„:•---:„...... 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'-• c••••-....*".-. :•.: PIAN:-.4 ••••••::,::::'' ':::::•-. - co •............„.:„.„.:•,..:: ,.... •••• ••••::::•••::::::::. .:::••• •::.::::-.•...•••• ...i . . ....... ... . .... . . ... ...,„,•...• , ..• ....,.. , . .. ........ . ... . .... ..,..• . NOTES: . .. .. . ........ .... .... . c . . 1 .... -. ,-,:...,..-:. -....-I ..„:. r. .....-. .....:::::::,:::::::::-.........„.::::. ........ ..::-..-'.----. ......:,... ......... . . .... . ... ...... ... ... . .......... co a) '•-...'W. --".7 :•-•:-: ...:-. .• :.. ..: .:::::•,:::.:,.... .....,:::::':: •••••••...'-' -05 ::'•:;:-::•,-::-.::•••••• •,....f ::::::•::::::-...-- El p - :.- -.:::.---:.i.:::::.;:f:::::.:. :ii::::::-.::::-.' •:-..-';::::::,...:::.../. 1. SEE DWG 000-C-028 FOR HORIZONTAL CONTROL AND PAVING PLAN CURVE AND COORDINATE TABLES. b- 0 .*:.:. ■ * ' PL ' .'' -.-..--:..:'.:::-:::;::.•/..-•:•'..:PLAN...-6--.... -• •!•:-.. :••••:...- 0 2 ---. • "-. - ••• :..-.....'..--..../:::: "...' 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'elN K P.\ ..'. ......,.....-': :::' ' L() EXPIRES: 6-30-05 r-... tt) SUBMITTED BY o SCALE WARNING c..) ----Rik, CIVIL SHEET: OF Lc' 0 14 1 DESIGNED K MI, B TAI 1 — I ( ) ) M 1111 H DURHAM FACILITY HORIZONTAL CONTROL AND PAVING DWG: 000-C-021 (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: z 1" =20' IF THIS BAR DOES DRAWN K KAI, B TAI PU\N 2 CleanWater Services PHASE 4 EXPANSION .., . o NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 --) THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 • G4,,,,.:13,.,,,, ,,f‘\.,,,,,,,;,N11111: DWG:r.. 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CONTROL • N . 0+54.38 ',,,,'''..,•' .. ,... :.;:., ' '..: ',''..: 0 '0+54a/LL ' -,. 48' RETAINING WALL •. •„. . .,.• . , 12.00' LT . .,,,(H.;.',L:,,:,:.,•, '•;.:, ii2,q0"1:::r;: ..:, SEE DWG 100-S-104 . '.." •-•''' ..• cc,%9 PROTI:fr„, co • 1.2 7. ri, . ' PL ' .. ..,•..:-.:'..].--::;'...-:::':11.:PLAISIM,.. .::: .1.!...:-::::::::.:,:: : . .. :,.....:: :. ..... . -- ,......,.....- -,.-....i.:-•-..., ::::::::::::„ :.-, .:::::::-........i...-.'...:.. ...:::::-.,:....::::::: , : 04: :. .,,, ,,,s . -. 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MATCHLINE 000-C-24 . ...... .... ..., .. . 1,::::'::'''''. ., ::::',...::.::::**.•::,.:-::::::: :::' ....I P4 N K ik‘ :::•.. : ::::-- '.....'•-• ••....:-.: .:-.....:.......:::::...... .::.....:::::*:..:••••••:::'••••••••:::::* ;' r ::-::::,••• .:••• : ...... . EXPIRES: 6-30-05 It) N. Ln SCALE WARNING SUBMITTED BY SHEET: OF F3 . -•-•., :k.. CIVIL . 0 14 1 DESIGNED K MI. B TAI ( ) ) M Al H ----\--N. DURHAM FACILITY 000-C-022 Ci 1 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE HORIZONTAL CONTROL AND PAVING ss.IN IN ASSOCIATION WITH: PLAN 3 z lit=20' IF THIS BAR DOES DRAWN K MI, B TAI PHASE 4 EXPANSION . NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL CleanWater Services DATE: 10-MAY-2005 0 A 05/11/05 :, K MI REVISED NOTE FOR TRANSFORMER PAD. Our commitment is clear. --) THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMP ARCHITECTS ASSOCIATIVE INC AN1Y OFFICER'S NAME) LICENSE NO. 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I - - - - - - — - - ORMINO■ M. = III■ MI OM 11■11MIN MO MN = MATCHLINE 000-C-25 t..A601(.300 • z, I it) EXPIRES: 6-30-05 N. Lc) 0 SCALE WARNING SUBMITTED BY 0 14 1 DESIGNED K Kik', B TAI 4 CIVIL SHEET: OF 1 . I ( ) ) M WH DURHAM FACILITY HORIZONTAL CONTROL AND PAVING PLAN DWG: 000-C-023 o" (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: z 1"=20' IF THIS BAR DOES DRAWN K Ktkl. B TAI PLi)kN 4 .0 . o NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL CleanWater Services PHASE 4 EXPANSION DATE: 23-FEB-2005 —3 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE _ ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 , . . , MATCHLINE 000-C-22 1.... ....,• -:.....' ...•• • .• „,. .. . ....., . . 111111111111111111110 MI ..WI 111111111111011 IIIII MI 1111111111101111111 IIIII le III . • MI MI MI MI 11•1111• 11111111■1111111111111 =111111111•11111111111111111111111111111111 =1111111 ■1111111111 •11 •1111111■1111111111111•11•111111111•111011 all IN 11111111111111111111111 •1111• 1111111111111•1•11111111111111■11111 • IN 1111111111•111111111 III IIN ■••••• NI NI IIIIIIIIIIIIIIIIII Ell MO 1111111111111■111111111111111 ■111111 MI 1111111111•11111 ION MI IIIIIIIIIIIIIMII . ,., . ..... .,..'4%' . . • . • . , . . ; • . ;-..,. im•roll 1111 EMI MIN lie aft .- . .• • ... s N : ' WO . ..1..ss. I OCB ...•••• ..... ..• bn . .. • * : A ........„" " ., ... . ci :. • • „ .- ..... . ..•. • , . . . . . . . . . , . . • . . . • . „ „ . . . . . . • . . . . . . . . . . . . . . . . . . .• - .... . . .... ......... . . . • • , . . : , . . . . 1 .. . ....,...■ ... :.:. . 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I . % .. 7.74.9.4.0:0. . ..•• C■I ,,... . . : .. :sx.-,•,,,,;.. ., . . .. .. ,. .,. • . •' I: 3:1. 7 411111111*'1 _::. i . ,IN:' 0 14k 42 C1:0`'s ss ';'' ,...,..„.,.. s„:.....,.. .. 6 • • . . . . . . . . . . . . .E . . • . 1 • cm .. ,.,, '',....'''''. .•..•,.,...... ..., .,., . .,..............,,,..,.._.. . ...................„....„.,,..,...... ,..RETAINING WALL (TYP) 6. :..........- .: ••• •- - I ss'• ss „4''''':,..... "15 SEE DWG 000- C-028 FOR AO* ' ''' '• Ill'AIII Ell MIII III MIMI Ell Ell anima 41 . ..2:..,',: , so. . • •...... • I a. TOP OF WALL ELEVATION all allIft •• .. R. EA, DRAI TY E II . ' riirft.„-€0 03)4*4.44,,,, 43 4 114/44 •41 • • 1 . „ ... „. . ..... . .... ...• • • ••- . - ......• . ....- • . .---.•'••'. "R5" LINE 411; 44■ . • • , . • , . . . , . , . .•, . . . , . , . : . • : • , : , . : . . • . . . .,. . .,. . ' '.(PER•CWS•S. 0220). , ,.....,../. ...• • , . . . . . . • . . .. • , • , • , s .. . . . . • . . . . . , , . . : . . . , . . . . , .••. rrin' • milliommismiiimmin ram MN mow 44/ P • A --.. ' -•-•>,:. ..:. . . ...„•:... ... :..,?::. ..... -..• -- ... I , . .....,....,.. . ,,,. ... . .• ,.. ..:.. : ... ...e:.:x.::: , ,.; ..:.... ... : .. .. ... . ... ... ... . •.... ... .. . • . ..... • % .. . ,‘..' ... • ..... ....................--... ... .... .......• • ..... olio :111 s , ''. ' •-4 . ' ,' * ''''''''''-- ' ' .a..111111.1111111MNIP:411 • „ :. : . mew . . ■44,::-,:::.,s,,, % : ..........„... % ''ll 5' CONCRETE SIDEWALK 56 . ..-.• . FG = 150.50 .„. .. . ••• ••.. ••••.. cp "09. ........ ---...... .. .... ... • . . , . . . • , . • • . . . . , • 14.69., .. • . . . „ . , ..$ . . ,.,,. :,•• • •_, , • , . .,, ,i e - -...: '' .'.. .'--::•• ..: ''':.,:-:--.' ''.2+00:..8'. :':....',..',....‘• ' :',... . All■ : * . .......-„•....: . . ... „. • DITCH INLET 4:-• -. (PER CWS STD 250) . -•-.... 1 •• ,•• 1 .:: ..... . 3 .• . ..• : : .:. .. „ .. .. . •. .• . "R6,.:"...L.INE-- •7111.4111111* ......• .. .. 41i .. .-• •••• ..C:121. --PEDESTRIAN RAMP • • ,: .. „ ,, ., ., . . ,... . , ., ,... , ,. .. 0 t(.1%0'11 44 RIP-.RAP ALL AROUND ■ . . . .. . . ... ... • ... .... ., .. .... ... .. . ••• . . • • •• ..: .,... ...-.... .• . - • t, * .••,•-,• .::. !....... .:,. s; ,.., ..,....,, ,...,to „ . ••, • • , 0„ .,, .... • ...• . .1 59 .v . . . , 11., 11 48. •*/ ..... . : . ..... • . „.... 48' RETAINING:WALL „ . .... . . . RETAINING WALL (TYP) • . „ ,.. , . . . .•• . ..•••• i. ...:., . .. . .. . --"•••...... ....•-•• 58 , ,,s, . „ .,;,• ,,.. . :,,., . , : . . • • . .... m • . ;:::::'•,,,, • . . . . . isigAir SEE DWG 100-S-104. Pr" • :., :' ...' . ''' . ,;97-16 '4.4::. •,• ., •• SEE DWG 000- C-028 1+72.05 FOR TOP OF ELEVATION .. . : , : . . : ' ':....::iii::;::',:::• . . .•• • "R7" LINE 44104k .......-••••......... ...•••-•••--- ••••-.............. •... .. ..-. . ., ....•••- - '''."•• ' ': °', 4+ i;:3& ' ,'.. ..•••• 11 • , . . . . "•••••:' --... ...--:..i::::::"-:. ,. 30'AC PAVEMENT.". -..., 12.00' LT .......•••••... • .. . • . • •.. v''.....:•••,•••••••••.-;:.: .----.. . • . if, ., PER . . . I . ---........„_., . .. • :. 4... : .'- . 1°':4„,....1 .4: ' ' 1111....-11411:: ••••• '' DITCH INLET ( .•6 WS , CEIO I STD 250) W/ MIN 24" OF : . ......-: . , . • , . „ . , . .•• INFLUENT.. .. .. s.: i*„.,,,... .. „,..: • • • , . . . • . • . . .. .. ... •••• „.: 4----------........, . •• • 60 •• ROCK GARDEN /,.,„ 1 -......... .--. - . . , , . : . , . : . ... : ... • . , : , • : . • •-••.::• . ........ .... , . . •. . . -.....„..... .. PUMP (SEE•NOTE 1) 1 RIP-RAP ALL AROUND ' ' :'": : :•' ' ' ' : . . . .. •.. •-:,' •'„ :' ‘ 06 . .• • •. . . . ..""... ' ...... ..:,. • : .','...:..,'. :,.:.:.. ::..'; :,;:\>,,.,6, ,..: : .. .. . : ... .... STATION "*.L,,,, ',. '- • * I 38 GRASS ., :',' '':.. '•'•t;P• •,1),;‘•„A-Cr, ''' ... .. .. .,.'. - ' . •• • il‘ -,-..- • • Lii, SWALE . .• --- , : ,..,:..,, ..• H• ri;,)c. .: .. , :,,,.,6o. -.. .. • ' ... : . • ----....... . . , • : , , : • • , , • • , , , . . . • . . • . „/"../ . Yo. 06.. .. -:ziz'.': wifft....,. . . • .. . : : .,..,,, -.- ...-......, (PER CWS STD 250) 1 ••...... .,. • M •-• : ,A. , : . . : . . - . - .ox'S'7'.•,• . • - ••0+34;83: . ,,, „ . , ... •• ..,•:••••..... .•„,.. : ..• ..... -•- 12.001LT t ‘I'r''.::4'''" ' . ....!.. , •-•', , , 2::,,,:) ,./' -4;,', ,','.' ., ‘'.',.. ' '.. . : ..' . ''••... .; . ., i 4411 ail Milin INIM INI I :::: :"''' 4* ''''''.' • ...' 'V *‘14 ' ' • '., • ..' 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I :: . . . • ...•.••,,,•,..• „..,.....,.. 0,.. . . .. . . . . . . . . :: • .. .. .. • .. •• • •00,,,,, •, ,..... ..„... „ ... ....„.. •,...: ... ,•,• 0 •... . I - . . " , ''•-• ,:..;:;;2;:::".:44-0- ...'-..---0 .44- ..,,......:::::.:,•::: :,::: •-•-:.., -:••• :,::::-:,:,:: .•• ''' 1. SEE DWG 000-C-028 FOR HORIZONTAL CONTROL AND PAVING PLAN CURVE AND COORDINATE TABLES. ..., ......• ... •- .............- ........•..• • .. ... . . .. : - . . .. ... .. ... .. :0..0._ . .. •::•::, :::•.::-:.:::::: ::::„...:.:::.,:::,.:,:: • I ••: , :. .,........ • • ••••--- •-- --- -- - • • - 2. SEE DWG 000-Col 33 COORDINATE TABLE 6 FOR CATCH BASIN AND MANHOLE HORIZONTAL CONTROL. . .. ... . .. • " .. •• .. ........-:.... :•.: I - .. . . _ . ...... PL4N ? I 0.-......1:::.: ll.....,.:••• • ..... . IliEli ... • . .. ::: . .... : ......, I ,:::...:.:.•:::-.:::::•-.*:::-::: .::-.., . . ..::,.,. .. „. .:::...• ....... . .:::: ::::_•::::::::::.:•,..:: :.• • .. ... • . DITCH INLET .... ' .. . .• _I.' •••••:.;::,::::-::::-:yi..:::::.-:::•.• 1 ct, ...... . 1-:•,,,-ii---•.... ...... _ ...,......._,.:,:..,,,-..„, __,1 •.: ..... . ' ' • (PER CWS STD.250) .... •-• . .'-' .... .--• I . • . • . . . •• . .. ' le) .. .. . ' 1 . . • . . . c)6s4 .. . ... .•.• ,.. . . .• , -,.- ...s..:............._ . . .. I . • • : f`X: `, • • ... .... •:: - . • . • •., i • i. I 0 .:::..„.....::, . ' • in . . . • s•;'s1)\.%%„:.- . .. . . . 15.1:3 ,..-••••- , ..„....:: .,..„. . ......... ... . •- '6> , .. • ... .••• - -,,..., .. , TURF STONE PAVERS BY . :• 1 . . .. •.. . cpc .. WESTERN INTERLOCK OR .. .y2" ot . •..... S4 • ...,,,. APPROVED EQUAL . . •-•:.... 1 6 •..... .....,, .. • 0. •• . . . ...... , I ... . .. ..„, ›., . . • EXIST FENCE SHALL BE I . ..• I .1-.,. : ... . .. RESTORED TO EX CONDITION AFTER.'''. ..-- / , "■., , .. - "6 .... EXIST FENCE SHALL BE . ..• - • . u.."' : ..--.---.: ..--: „. . . .....„, 1 1 . .. ,:.... . , .• CONSTRUCTION OF 60" RS PIPELINE •---\\.. . . , .• • RESTORED TO EX CONDITION AFTER .... ... (ELIMINATE EX GATE) . . . . : ' • :. . .•• 60" RS -. .. ,. ' CONSTRUCTION OF 84" RS PIPELINE . . • . . • I .....: .. . . . .• ., •,. .-• .. • . © ............ . ::::.:.1.''... . 141*-------------I CENTERLINE . • ..'.11';'' ....„ ..,. 1 .• •. -,.: . , ... • 84" RS .,,... ....•:•• ...... ..... .... 1 ..t. . „* .. :. ' ' •. ::: : :::..:: :: ::::]',..7iI .•:::. :. : • CENTERLINE ca • • -.. I..) . . . k . '''';. ....„..■ . 03 .: ••. ..., . . • • .. , 1 . 0 , ...•.„ . . . .. . . . . ..:, ..... . . . „ . ..... ..„ , ... .... - • .. . • . 1 . . . .... . . . • ,-, . .. • . : - ... ...-:: ..4:.,-.::: ,.... . .. -..-.•. . - ,..„.. . . ....... .......• . .. . . . .. - .. ,... •.. ,......,,,.....::::: :,....„.. . .,••••. • . .. ... • . . -----.....:..- ....... -....:..:.:..i....:......... .. . ......................s„.......,.....,......:„...„...:.:........................ . ............. . .„...:,:.....1 2 ..„.. ..... :.::-:.•:.::•.:::: . . .• . . . ..,,, .:....: ..,...-. c.) . .... . -- -.. • •••... ,. i • • ' .... -,..,... . i 1 i cs,%D PROP • .. ...,,_......... .......,. .. . . . . . . • . --,,. . "ff ...:. --..........., ............. -- .. . . - „.. • • G I ii it_ At -...., . a. ------ - --• . .„ .. . ..:•:.•.. --..... •• . ..-.■..„, • "" I C.,. 94 (4., • .. ......... ...... , ..• .... .. ... , ... 4902P r-- .... z ' •• ---..... .•.. • .... ........ •• . --......... .. • , hi •..• . - - - Imin ■ mmamema IN No iii■ Nt ow - gm No - - am - us NI - - wit ...I.... . . ...... IN - - we - IN N. - AN - imeem. I. - - as Rs - - as - IN - - wi .. - •• - 1111111111=111111 •III III MINIMUM MI IN '1111111111111111111111 111111011111■11111 .• = 1•1■ 1111111111111 V ire v.6oRzoo ,87. MATCHLINE 000-C-26 4.1" 13,r15 EXPIRES: 6-30-05 U, r, SCALE WARNING SUBMITTED BY CIVIL SHEET: OF 1 0 14 ( ) NI UV H DWG: 000-0-024 1 - 1 DESIGNED K KAI, B TAI I (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: DURHAM FACILITY HORIZONTAL CONTROL AND PAVING PLAN PLAN 5 z6 1"=20' IF THIS BAR DOES DRAWN K MI, B TAI PHASE 4 EXPANSION DATE: 23-FEB-2005 -cl _9 NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL CleanWater Services Our commitment is clear. THEN DRAWING IS /REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 \IS . . DURHAM PHASE 4 SW 85TH AVENUE EXPANSION PROJECT EXTENSION PROJECT Nt 9. MATCHLINE 000-C-23 • a • • • # • / / ,is ,#:, . i t. i / /. • / i • / ,� / i i / / / / / / � • / / / / / • / • / • • i i • / / / / / i i / / :� / / / • • / • / i • �. • / / / / # /.. '© GRASS �' . CON FORM TO N SWALE ,. . • • . .., m GATE . �ECIS"T QRIVEINAY '� W 905 ,�► : =� ..�.fi ` .. u; r OPERATOR `��., . • • • Qs.', , a CONFIRM T EX FENGE 0-101 .• • • o INSTALLAR[ •- 15 . • • j •�.a GUAR O • ,.,.----- .. - . „ , . „ . „ . „ . . . . : . . ,0 D P ST N : 24 AU "OMATIC:'.. X05 SLIDING G ....,• ,..:::"....... ..„. . .. , ..,';' '',... .,,,'',....;':,:,-, :;:....:;...:;:;:: ' I ._...,, . . , • . . . • . . •• ......, ...•. . . . •. . ....... .. .• . •....,...:1....... . . . . . . . . . . .. ..„ .. .... .... . •• • . . . „ . DIN GATE' �0 . . . . ..:•:.•....:. ..:... : ...- ...-••••• •....: , im)z7 * . .. . . .• . . .. . .. . . • ... . . • .. . • • • '�/ ... • .C''CONCRETE SIDEWALK::' C-120 . . • • ::DETECTOR LOOPS SHALL BE:: INSTALLED PER AUTOMATIC GATE ' • :' MANUFACTURER'S . . . ...: ... ....... . .•. .• .... . .. , , . . ... . •,. . , . . . , . . • . . • ..... .. ....., ...:...: .,.... ..2•,,. .... . .., ... .. . .. ,:.. .. . .. ...: ... , ..: .. . ., .... . .. ..... • : : . . ..... ..... .. .. ..... „ .... ' ' .. oo' • • • • - N :• • • a a " • o 1 . W Z J . . _ ' • • • • U ' Q ' • • • DG CONDENSATE DRAIN VAULT :: ` : ' :�>`:'. ;:;.:.`.; •SEE DWG 750-M-003 : . I NOTES: :. :: •O 1. SEE DWG 000-C-028 FOR HORIZONTAL CONTROL AND PAVING PLAN CURVE AND COORDINATE.TABLES.•:::: _ PLA '': o 2. SEE DWG 000-C-133 COORDINATE TABLE=6 FOR-CATCH BASIN AND MANHOLE`HORIZONTAL CONTROL. I . . . . . , .. .....-- --.....1'•:':::.,......,..,,.-.-....d.:::.:...:-. .,....:-..: .:::::-......::::.:::::::,!,:::::::".. :•••••-•::„!.\-,,,•:::::-.,:::::::::::::•::. ' a .••••• ..:•-•....,17. .-.7..,.......72:''..,,:- '. 7:17:::::::7"::::•;.:::i7 ...7.7.7t: -....7.....-!.„.1. 9 . . . . . . - . • .. .... .. --.... .-"...,...: . . . . : .. . .. . •.. . • .. :.... : : . . . . .. . . . ... . . . . . . ... . . v . ,.: ::::::::1.•:::!,.;:.....;•-:::::: .....-.•,:•:•'. .. . •. .. • •.. . :••.. . . . . , . „ :•• :: . -a: : P ; s .' 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Li--. '::::::: ..::::::::-..:::!:.::::::::;1:::i...'..-.. i . c • • U pJ, \Lj� is., �� ; ; • ::..: ::-,,,,-• . - - - - - - - - - - - - - - - - - - - - - - - - _ - - -- - - = - - -- - - - - - - - - - - - - - - - - - - - - - . ..- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - --- - -- - - - - - - - � . 1 ii • , MATCHLINE 000-C-27 ° A,l 13,24 P4 hl KP\ to EXPIRES: 6-30-05 N. - - In o SCALE WARNING SUBMITTED BY i? 0 14 1 DESIGNED K KAI. B TAI CIVIL SHEET: OF p (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY HORIZONTAL CONTROLAND PAVING PLAN DWG: 000-C-025 z 1"=20' IF THIS BAR DOES DRAWN K KAI, B TAI INASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION PLAN 6 ,moo NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. DATE: 23-FEB-2005 REV DATE BY DESCRIPTION T NOT DRAWING CA EIS CHECKED J BERGEN _(COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 cR. MATCHLINE 000-C-24 L. , ......... -,..,.. , to . .. .. -•-.......--•........ 0 -.. -............ ■, , , „..- -•f•.....--••...,..-.-•.•:"-'''.."-.. ■ . ••-'•• o „..... • ... • •-......... .. . . . c`i ... . . - - •••-.•.„. . . . . . . .. . . . -. • .• ...., ■ ■ . ...... ,••••: •-•-•0 co . .. . -- - • . . . _. . . .... . . ...'...-..---- ... - • • • . .. --..„.. .. . .•. . .•....•....... ... . ■ . w . .. .... •. •.. . .. 1 -..,....., .. u. :... .„....,.. :, -,.......' . . .... ----......... ..„. .. .. 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SEE DWG 000—C-133 COORDINATE TABLE 6 FOR CATCH BASIN AND MANHOLE HORIZONTAL CONTROL. c...?"..,.• •..,. .c,z,...r LO EXPIRES: 6-30-05 1%. to SCALE WARNING SUBMITTED BY § 0 14 1 DESIGNED K KAI. B TAI CIVIL SHEET: OF (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) ) M W *-- \N DURHAM FACILITY HORIZONTAL CONTROL AND PAVING PLAN DWG: 000-C-027 H IN ASSOCIATION WITH: 1"=20' IF THIS BAR DOES DRAWN K KAI, B TAI PLAN 8 Jr...) CleanWater Services PHASE 4 EXPANSION o NOT MEASURE 1" - SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. DATE: 23—FEB-2005 .) THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANIY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 COORDINATE TABLE - ACCESS ROAD .4. 9 N. POINT NORTHING EASTING DESCRIPTION BASIS OF BEARINGS 0 1 639624.90 7620132.92 "Al" LINE, PI, STA 0+00 THE BEARINGS ARE BASED ON THE STATE PLANE CD 0 COORDINATE SYSTEM, BEING NAD 83 OREGON, NORTH ci COORDINATE TABLE - BUILDING REFERENCE POINTS 2 639624.90 7620205.92 "Al,A2" LINE, PI, STA 0+73.00 co ZONE COORDINATES, PURSUANT TO GPS OBSERVATION w LL POINT NORTHING EASTING DESCRIPTION 3 639624.90 7620265.10 "Al" LINE, BC, STA 1+32.18 OF WASHINGTON COUNTY CORS STATION: 0) C1 S1 639612.90 7620132.92 INFLUENT PUMP STATION - OUTSIDE FACE OF WALL 4 639634.11 7620293.38 "Al" LINE, EC, STA 1+62.42 NORTHING = 686652.205 6 S2 639612.90 7620024.58 INFLUENT PUMP STATION - OUTSIDE FACE OF WALL 5 639758.95 7620464.59 "Al" LINE, PI, STA 3+74.32 EASTING = 7563889.877 ca a 29 S3 639517.50 7620095.29 INFLUENT SPLITTER BOX - OUTSIDE FACE OF WALL 6 639665.23 7620205.92 " " LINE, BC, STA 1+13.33 5 A2 , a_ S4 639479.00 7620095.29 INFLUENT SPLITTER BOX - OUTSIDE FACE OF WALL 7 639701.23 7620169.92 "A2" LINE, EC, STA 1+69.88 VERTICAL CONTROL S5 640493.11 7620305.27 INFLUENT METER VAULT- OUTSIDE FACE OF WALL 8 639701.23 7620132.92 "A2" LINE, PI, STA 2+06.88 WASHINGTON COUNTY DEPARTMENT OF PUBLIC WORKS S6 640477.76 7620295.87 INFLUENT METER VAULT- OUTSIDE FACE OF WALL 9 639712.85 7620085.75 "A3" LINE, PI, STA 0+00.00 BENCH MARK NO. 178,A 2" BRASS DISK INSCRIBED "WASH. S7 640692.68 7620369.59 HEADWORKS EFFLUENT STRUCTURE - OUTSIDE FACE OF WALL 10 639907.95 7620085.75 "A3" LINE, PI, STA 1+95.10 CO." FOUND IN MONUMENT BOX AT THE CENTERLINE INTERSECTION OF SW 85TH AVENUE AND SW DURHAM ROAD. S8 640716.42 7620384.42 HEADWORKS EFFLUENT STRUCTURE - OUTSIDE FACE OF WALL 11 639612.90 7620159.07 ETW,ACCESS ROAD TO ISB S9 639778.73 7620123.85 TRANSFORMER PAD 12 639565.31 7620110.79 ETW,ACCESS ROAD TO ISB RECORD ELEVATION=179.155' S10 639758.23 7620123.85 TRANSFORMER PAD 13 639528.27 7620095.29 ETW,ACCESS ROAD TO ISB (I) LOCAL BENCH MARK: n Sll 639553.37 7620475.61 DG CONDENSATE DRAIN VAULT 1. (TBM)A FOUND 5/8" IRON ROD WITH ALUMINUM CAP IN S12 639546.71 7620475.61 DG CONDENSATE DRAIN VAULT MONUMENT BOX ALONG THE CENTERLINE OF SW 85TH COORDINATE TABLE - HEADWORKS AVENUE IN THE NORTH PORTION OF THE SITE AS SHOWN (CONTROL POINT NO.2). POINT NORTHING EASTING ELEVATION (FT) DESCRIPTION COORDINATE TABLE - MISCELLANEOUS REFERENCE POINTS H1 640692.68 7620369.59 177.50 ± OUTSIDE FACE, TOP OF THE CURB , ESTABLISHED ELEVATION=170.61' POINT NORTHING EASTING DESCRIPTION H2 640706.35 7620347.71 174.34 ± CONFORM WITH EXIST PAVEMENT 2.A FOUND SET BRASS DISK IN TOP OF CURB OUTSIDE THE M1 640663.35 7620320.79 CARD READER H3 640718.53 7620385.74 173.00 ± CONFORM WITH EXIST PAVEMENT DURHAM ADMINISTRATION BUILDING (CONTROL POINT NO.23). M2 640659.94 7620317.75 CONCRETE SIDEWALK H4 640591.83 7620240.03 180.00 ± CONFORM WITH EXIST PAVEMENT ESTABLISHED ELEVATION=156.24' M3 640650.70 7620319.11 CONCRETE SIDEWALK H5 640566.27 7620224.32 180.18 FINISH GRADE, TOP OF AC PAVEMENT M4 640638.78 7620311.77 CONCRETE SIDEWALK H6 640529.11 7620284.81 181.60 FINISH GRADE, TOP OF AC PAVEMENT M5 640635.83 7620302.91 CONCRETE SIDEWALK H7 640554.67 7620300.52 181.00 ± CONFORM WITH EXIST PAVEMENT M6 640644.74 7620315.44 AUTOMATIC SLIDING GATE H8 640550.41 7620297.90 181.70 FINISH GRADE, TOP OF CONCRETE PAD M7 639733.22 7620449.12 CONCRETE SIDEWALK H9 640536.65 7620301.19 181.50 FINISH GRADE, TOP OF CONCRETE PAD M8 639715.91 7620437.81 CONCRETE SIDEWALK H10 640522.52 7620324.19 181.50 FINISH GRADE, TOP OF CONCRETE PAD M9 639716.54 7620428.50 CONCRETE SIDEWALK H11 640535.30 7620332.04 181.80 FINISH GRADE, TOP OF CONCRETE PAD M10 639731.69 7620449.26 CARD READER H12 640509.74 7620316.34 181.00 FINISH GRADE, TOP OF CONCRETE PAVEMENT M11 639720.03 7620443.46 AUTOMATIC SLIDING GATE M12 639724.16 7620449.12 CONCRETE SIDEWALK CURVE TABLE -ACCESS ROAD CONTROL POINT COORDINATES NO. RADIUS DELTA TANGENT LENGTH POINT NORTHING EASTING ELEVATION DESCRIPTION 1 48.00' 82°00'59" 41.74' 68.71' 1 640295.87 7620524.76 159.92 FD 1-1/2"ALUMINUM CAP COORDINATE TABLE - RETAINING WALL (FACE OF WALL, TOP OF WALL) 2 36.00' 90°00'00" 36.00' 56.55' 2 640730.07 7620536.82 170.61 FD 1-1/2"ALUMINUM CAP 3 26.17' 180°00'00" INFINITE' 82.21' 3 640715.93 7619937.52 181.98 SET 5/8"IR W/RPC INSCRIBED "LDC TRAV" WALL POINT NORTHING EASTING ELEVATION (FT) DESCRIPTION 30 639718.23 7620132.92 135.00 PI, STA 0+00 4 36.00' 82°00'59" 31.30' 51.53' 4 640462.04 7620317.69 173.52 SET 5/8"IR W/RPC INSCRIBED "LDC TRAV" 31 639718.03 7620172.91 135.00 BC, STA 0+39.99 5 32.00' 36°05'52" 10.43' 20.16' 5 640372.51 7619945.59 176.34 SET 5/8"IR W/RPC INSCRIBED "LDC TRAV" 32 639670.38 7620223.37 135.00 PRC, STA 1+15.66 6 48.00' 36°05'52" 15.64' 30.24' 6 640142.16 7619933.74 170.97 SET 5/8"IR W/RPC INSCRIBED "LDC TRAV" "RI" LINE 33 639645.58 7620251.80 135.00 EC, STA 1+56.22 7 60.00' 36°05'52" 19.55' 37.80' 7 639941.81 7620377.52 158.85 SET 5/8"R W/RPC INSCRIBED "LDC TRAV" 34 639645.38 7620271.12 135.00 POT, STA 1+75.54 8 52.00' 45°24'57" 21.76' 41.22' 8 639755.83 7619951.57 150.67 SET 5/8"IR W/RPC INSCRIBED "LDC TRAV" 35 639728.24 7620132.92 140.00 PI, STA 0+00 9 40.00' 45°24'57" 16.74' 31.71' 10 639707.32 7620522.21 135.86 SET RAIL ROAD SPIKE 36 639728.04 7620172.21 140.00 BC, STA 0+39.29 10 30.00' 90°00'00" 30.00' 47.12' 21 640179.22 7620474.70 163.84 SET 5/8"IR W/RPC INSCRIBED "LDC TRAV" c 22 639870.35 7620070.60 157.98 SET PK NAIL co "R2" LINE 37 639723.80 7620192.72 11 30.00' 90°00'00" 30.00' 47.12' v. 140.00 PCC, STA 0+60.31 co 23 640021.25 7620604.08 156.24 SET BRASS DISK IN TOP OF CURB cv 12 N/A N/A N/A N/A 0 38 639656.78 7620235.49 136.00 EC,C, STA 1+46.37 24 640503.00 7620624.76 173.06 SCRIBE "X" IN TOP ROOF/CONC. FLOOR 0 13 40.00' 90'03'05" 40.04' 62.87' 0 39 639743.86 7620132.92 146.00 BC, STA 0+00 0 25 640750.32 7620653.31 168.91 SET PK NAIL AND WASHER Co §- 40 639738.83 7620151.53 146.00 PRC, STA 0+19.40 CURVE TABLE - RETAINING WALL 26 640627.30 7620428.34 179.91 SCRIBE "X" IN TOP CONC. FLOOR b 41 639739.58 7620174.41 146.00 PRC, STA 0+43.04 NO. RADIUS DELTA TANGENT LENGTH 28 639549.96 7620311.72 124.87 SET RAIL ROAD SPIKE c w2) 42 639733.76 7620201.00 146.00 PRC, STA 0+72.44 30 53.00' 81 22" 45.91 75.67 °48' ' 75.67' 8 "R3" LINE 33 640480.37 7620550.17 165.19 SCRIBE "X" IN SIDEWALK 43 639721.43 7620220.28 146.00 PRC, STA 0+95.69 31 31.00' 74°57'26" 23.77' 40.56' 37 639369.23 7620897.29 115.99 SET 5/8"IR W/RPC INSCRIBED "LDC TRAV" to- o_ 1 44 639700.78 7620234.84 146.00 PRC, STA 1+23.33 32 70.05' 17°11'50" 10.59' 21.03' 52 639333.69 7620842.88 116.27 SET 5/8"R W/RPC INSCRIBED "LDC TRAV" ii 45 639687.75 7620235.36 141.00 EC, STA 1+36.43 33 62.92' 78°21'33" 51.28' 86.05' 61 640137.65 7620520.42 157.72 FD 5/8"IR W/YPC INSCRIBED "KAMPE" ca u. E 1 46 639755.50 7620132.92 151.00 BC, STA 0+00 34 51.65' 21°30'59" 9.81' 19.40' *THE CURRENT CONDITION OF THE MONUMENTS REPRESENTED HEREON IS UNKNOWN AT THE TIME 'cis 47 639749.81 7620191.58 151.00 PRC, STA 0+60.29 35 27.00' 50°10'26" 12.64' 23.64' OF THIS PRINTING. THE CONTROL POINTS WERE SET IN JUNE, JULY,AND OCTOBER OF 2003. a co "R4" LINE 48 639746.09 7620208.00 151.00 PRC, STA 0+77.30 36 21.80' 77°15'40" 17.42' 29.40' a) .2 cc) 49 639717.11 7620235.69 147.00 EC, STA 1+22.76 37 37.55' 35°29'01" 12.01' 23.26' co t_I 55 639725.90 7619988.07 145.00 BC, STA 0+00 38 19.00' 83°21'05" 16.91' 27.64' , "R5" LINE 56 639707.63 7620024.58 150.00 EC, STA 0+43.79 39 37.40' 20°04'14" 6.62' 13.10' CI cc: 57 639707.19 7619998.60 141.00 BC, STA 0+00 40 81.68' 42°17'39" 31.59' 60.29' a) 0 "RS" LINE 58 639692.19 7620024.58 145.00 EC, STA 0+32.18 41 35.00' 27°50'28" 8.67' 17.01' f) a' 59 639686.76 7620007.26 138.00 BC, STA 0+00 42 26.49' 98°19'12" 30.65' 45.46' - 0 PROf 2 "R7" LINE 0.. 60 639676.76 7620024.58 140.00 EC, STA 0+20.58 43 34.00' 73°47'42" 25.53' 43.79' 2 ai 44 25.00' 73°44'23" 18.75' 32.18' 74902P ii . NN 45 25.00' 47°09'23" 10.91' 20.58' t . oithoo \7‘ 61. -1' 13, P,41 N K ix\ I') EXPIRES: 6-30-05 N. Lc) SUBMITTED BY SCALE WARNING § 0 14 1 DESIGNED K KAI, B TAI ‘,. CIVIL SHEET: OF 1 . (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) ) M VV H DURHAM FACILITY HORIZONTAL CONTROL AND PAVING PLAN DWG: 000-C-028 IN ASSOCIATION WITH: z NO SCALE IF THIS BAR DOES DRAWN K KAI. B TAI CleanWater Services PHASE 4 EXPANSION CURVE TABLES, COORDINATE TABLES .r) - 0 NOT MEASURE in SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 23-FEB-2005 --) THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 , „,,....,..........'.„......:',....*......::...„.......,„,..............:,.:::•:-......,....:,•.••:•••• '...'.'•••••••'...:L.,'..•.'.'..-:!..•••••:*...*,....:•.......L..-......,:E.L'''.••••:1-................., ,.•''..°.''‘'......'...''''''.....•'...'.....'.'''*•.....................''.......'.:.''.'”' ....:-.1.' '''......'.'....:-....'..'".:-.. 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' •.. .......:-- . • .. . ;V . .. .• -:::•::.......,. • (TYP) •• . • ••••'••••-' . . . • •• I • • . • • . . . . ..• ,. ,... . .•••••„/ .... ,:• . . . ..:•-.•....•.-••••••••• - •--:,...,,.... •,, •,... ....., ... ,,,, ,, ,: .. .. : • • • . .• .. : .. • . . . . . ...„...• ...,.....„.. : .. . • ... ,„..... .,.......• .......„ •••••_••••--.•-• . -. . •• • . •• 1_ , ,.,,,.. .........., .. . . •• -- • • .. .., , .........- • , •. : ..•• ,,:•••• . .„, . ... . . .••••• ••' : .•-....-:.•....-::.:.: FRONT •• FRONT S-192 SIM (TYP) I . . . . . . .. .. . . .. . . . . . ... . ......,........• . -•::::::.:... . . . .. . , .. • •• . . ., ... .... . . : ../.:••• . . . •. . . . . . : .. • .. . .. . . ,. • • a . . . . . „ . . . .. . . . , • , .• . . . . ...........•••.•. . .. . .. . .. .. .. . . . .. . . .. .. .:.:„ r4.9 1" SLOPE 1 1" SLOPE I . . . . • • .• • .:••.:•'• ••• . . . . : . _ . . . . .. .. .. .. .. . •" .. , .. .... . . . . .. SEE MANUFACTURER'S • b -.... „:•::: .. .. . . . .- . . • . . „ . . .. . . . .. e.■ REQUIREMENT FOR SIZE, I -•••- •••-• : .. . . . .• , . : . . • • . . . . • •• „.. • . . • • • . . . . . . . . • - .: EMBEDDED ANCHORAGE ., : • • .. : •• .... : . . . . . .• . . • : • • •. . ::::-. • .::::-.....„....,-:,•:: ::•:.::• :••-••-• :: ::••::::.. ,.. •-•. ••.„ .... .:. FRONT FRONT AND OTHER RELATED . . I V VV .. . : . ......... • . . . . . „.. ..,.. .... . . . „ ..•:„.-...:-.:••:... -..,. ..... ,. :... :: .., :,,• : : • DETAILS •••• ••••••••• •••• .. . . . . -••••••::,....::.....::::........:•::... : •,..:: :::: .:::::.. , .. .. . . . .... , ..... ... . • , •• „ „ .... . . „ . ..., . . . : -• •-• - • ...:::.. 2I-0" . . , • - • . . • • .. . :: • • • • : : :.• .. . ... .. .: ... : .... , • . .. .. : . . .. • . : .. . .• • .. .. .,. •-..."-...',... - .. , • .. . : . •.•• . • .. •• . : • . • • 3'-O" ■ • .: .... . .... . - - 1 . .. • . : ... ., .. , • . . . .. : • * .. .• . .• • . . . „. ... -.. --... •,... ..... .. .. • . : ...... -,,..-...., . . .. .. : • • - .. : . .. .. . . : •••••-• - • . . . .• • • .. •• .. -... • .. .:•••• • . • • • '• . .... . • 9 1 . . .••• .• . .. .. • .... . - . - •-. , . .. ... .. . . . • • . • • . .... . .. . . . •-......„ .• ... ... . .. • ......„... p ZN y .-..•-•• • .,• , ....• . •-•„.. • ...:-....., •:.........:......::••i....„,•:::...... .,:-•:„.:: ......:. ::.:..:............ .,• .,: . . ... „.. .... . .... . ••••:-...,.. .1''''''.'''..••-•''. ••• -•• • . . . . ....... . • . . . : .. . ...•• ..••- • : . •• . . . . • . . . ... ... ...... . •.••.••.„: „... .. ..•:. :.,.. . •••„...,........ ... .. • • CMU WALL SHALL MATCH THE I , . . .. ...._..../. , . .:::. .: .........•• . :: . . . •. . . . • .. .... :: :.......„::.......:.:„.....,....:. .: • . . . . • . ••• •• • . . .. ............... V , • • . .• • • . , . • .VV . . ............ .• •... • . . ...........„ . ...: : . • • . COLOR, STYLE AND TEXTURE .. • .. . . . .. . . .. , . . .....:••-: • . . . ... . ... .. • -• • . . . . . . : •...... • OF THE CMU VENEER OF THE IPS . 1 ....••••-- ,......: •-•'••• .. . . .. - • _ . . • .. : • . ..' • • .. . . : . . • .....•••:•-•----• •-•-•••• -'•• . . .. • . • -. ... ....... .•-•••-: . . . . • . .... .... • • . ... - *--- ---••- ••... .•-•... • .: .. • • • • - „........ . . .. ,,. -.....,. •• .. .•• . ...: ::•••:: ::•••:: .. „.. . . ... . •.. ....... .. . . •••••.....,...„ -.... ..„. . .. . .•• • . . • . . _ . . . . . • 6FT HIGH, 8" CMU WALL. PROVIDE #5@16"VERTICAL I . . . . . . . . • • • : • .., : .. . • . . . .......: ... •. : . . ;r• ,..: ,,..• : . . ••::••••::-:. : , . -..: •.. :: . . . . . . . . . • ... • . . . . : .. : . .. • : •:::•••:••••-:.,....., ...... :: . ••• :: _. ... . . . • • BAR W/ DOWEL TO SLAB AND #4@.24" HORIZONTAL . . . . . . • • - • . . .. . . .. „ • •-•......--- ... ,, • - - . : • . . . .. .• • • . DIGESTER .. • . . • • BAR.ADD 2-#5 BAR AT TOP AND BOTTOM OF WALL. AI . • : . . : . ., . . CMU WALL SHALL BE FULLY GROUTED or) ....., . • - :: . . :: ....,:.- ::::••••••::::„..,.::::.....:,.:.,..:::::"••••::,::....i.:. . .. . . . • - • •-•- •••••....-• ...:•••:••••;... ,....':',.•:: COMPLEX ,:-......:.,: ."...:: f: ...--.:.::::::,:: :. .:,..-„ ,......: . ....: . .. . . . . „ . . . . - . . • . •• •. . . . . . . . . . . . .. .... .. . .. . . ...,..., . . . ,...:,.-.-...:: „......::„ r... .• • cir) .„.. ..:.:. .... : .: : . . . . .. . ... . . , ., . . .. .. . . . . .,.....,‘ . .. . . . . • .. . . . . „...,:: ,::......:.---• „...,....,:„., ,,:.:. , _..... #2 , .: • . . : : ......: ... ••::.•::::. .:::.........„.: ::::::•••:: ••.:„.„-......• NOTE: „, • . .• . . . . • • • . • . • • . . . •••••••.-....„ .. "--•:„...: -.::--- :. :-.....::: -.. : .. , •.. „:-. • • . :.::•• • . . : .• . . . . . . • • .......-..._:. . . . . . .......... ... .. , • . .. . .. .... . . .. ••• •. .. .............. ... , . ..... .... . ..„. .. .. . •. 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" 60=00 z .................,................ ....... ...-........ ...:: MATCHLINE 000-C-34 1 3, .• :• •• .... . .. ... .. . ... •. ..... .. ... . ••• 1...,„:„....,........._ .......... _ 1.. ..,..„......„.:(,::::::„....:..... .............. ......., .......:.,.........::.....„..,...„.::::„ ......,. ..::„...„..„....:::::„..„ .,....:: EXPIRES: 6-30-05 1r) N. br) SCALE WARNING SUBMITTED BY -...x4p,, CIVIL SHEET: OF , 0 14 1 DESIGNED K MI., B TAI ( ) ) DURHAM FACILITY GRADING, DRAINAGE, AND DWG: 000-0-032 6 I I (PROJECT MANAGER'S NAME) LICENSE NO. DATE iv VIII H IN ASSOCIATION WITH: SITE EROSION CONTROL -1:4z 1".20' IF THIS BAR DOES DRAWN K KAI, B TAI PHASE 4 EXPANSION DATE: 10-MAY-2005 A 05/11/05 K KAI REVISED NOTE FOR TRANSFORMER PAD. NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. PLAN 3 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN ARCHITECTS ASSOCIATIVE INC (COMPANY OFFICER'S NAME) LICENSE NO. 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'.--11 .:„.....,,,•,..i i 3: ;;.:. .. . „. ..... ••.,••..... : , = .• •• ..• :.....,,,,:....,,,, .•:.:pt-mt2..„;;,,,,,•,..... .:•,:••• ••.....,::::..... . . . . . . .. . .... .. .. . .. . . ....... ,.,,.....,.....: ; ..„ a • .., ..: - ...,,,... ..... •....•. ..... .•,•••....„, ••‘. ,• •..:•••..... ....•..... 4,...•:•••ii,,,„ ?.......- . . •—:••••.;„••.••••. ...••:i:.„...:-...••E....... . . — . . ..... . . — . .•,..— co .. • • •„. .:. .. : 0 '1-.2', /./...,...,,,,,...-4,,..,:;,..,,,.....,..,..„,........,.::,.... ...,... .... 0 ,. ... . • rT--. .. • •- -.'--•-.....iii,••4...-,....a....•... •.,. .... . (1) ..' .....-- ,:.:.:.:.:::..:,....:::,-:::-. •:.. .. ' I MATCHLINE 000—C-042 MATCHLINE 000—C-043 ... ...... . ...••.... ... co I •" •-•••::::::•:. :•-••:' •::: •:::.. .: :-:::::::,::::: ::.:::- ...:-.....: :::::,...: •• „ I .-:::::::..:::-::::?---•::::-. ...- --- ::.::::::: -F-.1)L- - ----;.. : PL : -'.: C-•--...'. ''PUtN•..-'4.1. .:••:•.::..: ,i•-... -• (t) •........::::,:i.:-...::, ' .:•,...: ..•---- ..•-•-•:::::-......:••• -:::::• -•-•:::::::-.•-•--.'••••. .4 1 :.: . ... I .... .• . ....:.• ::::::•::::::•::-••:::•• .. •;.-/...--,.. :::: c co ii......,. :•...,r. •#!.••••.. . -::.:.: -P.-. AL;• ..:.-...-7... ...:"... ..::-...::?:.... ..„:.......,.........- , ...,::. ...:.:- CD Z75 .••..:' .:::::::::::::: ' - IIII LI" '',:. -- .--./..-...'..1.::::11;::::'.: :::::'..-.•...'....:::-''. .'-...'.': -.:--.'. -...-.,....:. 0 --: ■ * '.:.• p ' ..-. .....-.:-:-.::::::...,..----.::::'::PLAN.,..6'. ..' -1.1.-.'.,•:'.....': (c,%9 PROF .3) •,•-• . .•• •----- ,.. .i......:-.....- .:-..-::::::...:...•,--..:••.:::::.--.-..-•-: .-,....i......--'::-.: „. . :::....-- ,...:.•-••••,.. :::::::::. :••• ,:•::•.-..„...:i..-.....::: ._:.:.::•-::....:-.•::.• , 0 IN.* a. .. •• .. ........ ... ... .......... ....... ....,. . . ... . ... . .. .. . . . . . .. .. . . .... .. .. ... .... .• .•• ..... . ....,.. ... . C 4t, # 'c.•• .... ... ......... ... .... ... (.4„, :•- ., •**-. . -...."1"!".1!.•: ,: I*1-:-::..; 74902P r- .:,::: ::,,.:-:::: :-::- .:::.:•::::-.•:::- . . :::: :::::..::.: :•,:-::::--:.... . . 4 .• .„ .,...„ ..... .. e :•...::::: . :::-,.....:...;...-• , = u_ :-, a • ..:,..:: tr. .n.• :•,, , (.,v. .....,---.1 .. PL ' N 7 : P:::...,....',..-:::::•8••:'•::-.. ,....-:.::::•,...::::•...7...:::::,..::::::-,:-....::::-...-.. 1 . :...:::::.•::,:::.::::::::::-:•..,..,...:••••. 4 k 13,'' ... .. ... ... .. . . .. ...... .. .. . .. .. .... .. . .. .. ....... . .. ,::::::::•.,,..:-.1 : ..-:/:- ....i ..'-......:.'::::::•!..-....:-...-....,.: .......1 ... . -............. ....- . ir) EXPIRES: 6-30-05 r- Ln SCALE WARNING SUBMITTED BY ---‘,. CIVIL SHEET: OF 0 0 14 1 DESIGNED K Kik! . I - I ( ) ) WH ---.\-k. DURHAM FACILITY SITE PIPING DWG: 000-C-041 (PROJECT MANAGER'S NAME) LICENSE NO. DATE . IN ASSOCIATION WITH: PLAN 2 1”=20' IF THIS BAR DOES DRAWN K MI PHASE 4 EXPANSION - . _ NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL CleanWater Services DATE: 23-FEB-2005 0 Our commitment is clear. --) , THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMP ARCHITECTS ASSOCIATIVE INC ANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 cn •.:::::::,,,...::-:,..:i....::::......ii MATCHLINE 000-C-041 -i•:i;.:,:':::'',:,.-,...:.'.:.:.',.,-•...•,.,:...,','..,.,.'. LP .I. Lo ...... .., . .:: : . •. •...... •. . - - - -. - - - - - -..•.-•••-.•..- - - - - - - - - - - - - - - - - - - - - - ---- - - ...... . - ....: ,..„.../. ...../ 0 ........, ..,„ •il .•::.-:"..::::::.. :.•:::::::::.]::::: • / ..... ...• CNI . / • ; ••...•-',7r.:•:1•11:':.: i ./ ...i..•/•••.'s]...' ... .. .... ..--s. ..,-/ --.....• • - ----•...... , 1 - .. j •.•.... ..• . . . . • • : . . . - . • • . . . . ; .. ...,..... , , . ...... .. . .. ..... .„. „ . , . . .. .. .. .. . .. . . ..... .... ••.....,,..... • . . . . ..• . ... . .' . ... . . . , .., .,.., / .:I:.•.:::::::: ... . .... .' •:: ,.. . L...., . L..:.. /....'..•1-....'.1.--'.'--''''' ' n'' .. •I''... . . . . . ._ ..... .... .. ... .. ............. ■ / / / .:,:-..:---••••••• .•.•.............. ... / . ,,.. . . .,. ,, . i,,,..:...:. .... ........-... .. L.- .... .... . .......::-.-. ‘, .... ,._. ., ,..... ..,: -..,.... 1 .1--. as . , ... . :::,.;:i.-...--...'•.i.:•....:...,....:,..:....,...i:,,.i'..,:•'1....,,..:'•.',....:•........'L..i.......-1:i•':::::i.::::::.::.‘i.i.":::::....1.::::". ,::•:::::,T..i.:•'......:.:::,.::::ii•:••••': ------ - , : - / I ._ • . . : ... • • - • • ii:::.i. :::::::;.i....if:....:..::•-*::.i..‘,.." ::-:.::::::::::-.•••• 54" FM (8,26) / • . . •...... ..,.... . .. . . . . . .. ...: ... ... ......,......::. ,....• ,,. ......:,..:.,....... ..•.......„......... . . . , . . . .. . . , .. .,.. .•. . z ... „. , _ . . . . . .. . . .. .. • .... ... .. .. .. .. .........,.. SEE DWG , / ..• .. .. , . ..,.., .. .././'....• '• • .• , . . . ...,...,.....•••••••••••- . . . .. -• . .. . . ... • - .. . ....,::: •••••-''''''...*. .. ..... ..•• .. -• . .... . .. ..•.. . ......--.•....". ,. . .. .... ..."....... ... ..... ..... ,.... ..,.. „." ...... .......... .• ... ..... . .. . .. . ,.. . . „ .. . .., .. . . .. .... „,. . . .... '8" Nc.-...).;As= _i. ..,... , ,. . . .... , ..... .,..„...,.......•„. , ,.... .• : , .• .• . ' - - ., ,.. . . .. .. ... ..• .. .. ••• ,... ,•..• -\ \'' .;,‘`,*'11 '• ..:* . -..-- •- .. , , ... .•••-• 000-C-120 FOR PLAN AND PROFILE , / / // / / / 42" FM (8,26) SEE DWG 000-0-122 FOR •••• ... "". ......... •.•. . .......,•,•••• .... . •••••I I la .. .. . .. . .. .,-::.•-• .• • ... / , PLAN AND PROFILE • I .... • .. ... • . ..1 . . . . .•' .. .. • . ,. . . . . . .• . . .• ., . ::.•,,,•::...•••: .• , / . . . . . .. • .• . • ::::::::: ::::.:::::••••••.: -:..:6:-:::::::.:: :::: ••••::-..- . ,.:•,•:::\ :.,..••••••.: • / , , „ , ... ..• .....„..:.:., ..•.: „ . • . 1 • • .tc; .. .• . .• ' • . . .• co . • - .: . -•,..„...,:,...,,...... •,::-::..., \ • . . / ,. m .. ... .... ,,..." .: _ ... ...•.....• I ... .. /..• .. - •,= \ ' .. . •• .. . • .. ...,-----••,.•-••,..•-•-:., N........: . ...............-s .. ,... .:.- ..--c;--" .. ..: ••••.-",.. .6.:.-.. -., ..;,-• •.s'Aiv . ..:............ -,,. . ... . . • ...,..•-•-• ••••=,........ „,,, ••-.-::;:r2...-4..:-. --,, y : NOTES: I . . .. -,.... . . . • ,-----\-::••. • • . .: . ..•.. . . , ...„ -.:.„ •••••,,,,,,, . .. . .. ... • % ., .., :,:.,•-::.:,, . . . •. : .::-..• . -.:.„ i:, • • ,..:-...,, , . :- •-::::::: • 1. DEMOLITION OF THE EXISTING STRUCTURES AND UTILITIES SHALL • . . . ...:,• ,..„. . .... . . . .... .• • • . . • . . .• • .. .. . .. , • BE IN ACCORDANCE WITH THE REQUIREMENTS OF SPECIFICATION :„.• :: , . . . . . .. . . . . . .. .:'..:' .. .... . ,. • . SECTION 01640 AND 16050. SEE DEMOLITION SITE PLAN 000-C-005 TO 000-C-007. I • • • .. .• • .,•.,• .. . . • . .. . • • . „ .. . . . . . . . . • . .. • :: ---• .. . :„.„ . . „ . .. . . .,. . . : •• .. . . 2. FOR SS PIPE PROFILES, SEE DWG 000-C-101. I ..• . . . : ... .,'.N...1.:.: . :,::::.:.;; :i..:...1,::::::::•-•fi,:::, ,, .., . , • . :,.„., , -•::•:::::::..:;: : .. , \\\ : 3. SEE DWG 000-C-133 FOR MANHOLE AND CATCH BASIN HORIZONTAL CONTROL I „ ''. : , COORDINATES. I ,...,.. . • , . „ , . : . • , :.,..,. .. .. . • • :: , \ ,::- :::::::: .,::.::: -•:, . . . „ . . , :•:- : •:.: . • •. : • .. .. , . ••• ..• -• . .,.. :• , ...:,.:: t t ., ts \ .: 4. SEE DWG 100-M-047 FOR HS AND HR PIPING PLAN AT EX DIGESTER COMPLEX NO 2. ' , . : .\ • ..„ . . .. • .•. • . . , • •. HS AND HR SHALL HAVE 3 FEET MIN COVER. EXPANSION LOOP FOR HS AND HR PIPING 1 . ... . . • .. , . . .. •. • .• e,•:::,:-...., , , ...- ...- , „ ... ,. ,....„\ - .. .. . SHALL BE IN ACCORDANCE WITH SPEC 15500. .1 , ....., ... ,. , . • •-•i • . .• , ,..:2;.. \.„......,:,..... , , ..,... .. ..... .„ ... ... ,....• ..„ ..: ....• ... . •. . , .... „ .:.• ,• „ * . , ... „ ...• ... ..• •. • 5. INSTALL 8" TEES, CONNECT TO EX 8" DSL, 8" DF,AND 8" DSL. ..• I ••••.. .::•••: „:••••.::. , ::::. • ::::.:: . :: •.,..:,.:„,::-• . . • , ..... ,• ..„ ..., ,...• -... • ,- • .- . .. .•.. -........:. •:.:.•. ::..:: •:......:::•"::.,•:•:::„ ,.•:::: ......:: ,:...:,.•..,.. ....,.... . • I .• •-••••• •••••• -• . ..., ... \ ... .. .• ,.......-• --......„.. . .. . . „ ... 6. CONTRACTOR SHALL NOT DESTROY, REMOVE, OR OTHERWISE DISTURB THE EXISTING . ...... . .„ .... . . • .. ---•-•-- •••....,.., \..„.:, . ... . •. •ii-•':--...::-.,,,... . .. ....•.. OPERATION OF THE DIGESTER COMPLEX#2. . . . ;;„........:..... . ......... .... . ...,...,.:- • :, --•,.,••..... .. ., • . • • . • . . , . . . , .. . ''''"%' C'kA., '.''---... I •:.„. .,,.. ,..ii i....]i ::,:.'::.:::::::, ., . . . . •:..:.,. kA ..„......:.Z.:-.:,. . , --„%„........... - -. I :S.:, • \ .,., ,...„., 7. SEE DWG 130-M-001 FOR PIPING, DUCTING,AND ELECTRICAL CONNECTION LOCATIONS . . . , „ „-• .,..,.."... ....:-::.,. \ „•-• ," „-, . .. , . . . . . ....: ..„ „•-• ,:,.,.. ...................„...• . . . ...-----TO„THEODOR CONTROL BIOFILTER. I . . . . .. .. . . .. ., .../ ,...."- „s- .:.\:.:••• . • •.. ,....„,....„,.....„„,.., ..••• ... ...:„ ... •.. .:::„:i:.,:i'•ri:,..1.....::-....., . . . .. , . • -- , . . . . : - : -- „ . ... 8. THE EX STORMDRAIN.MH, HALL BE CONNECTED WITH..THE EX SANITARY SEWER MH I •:..., ...„ . •.. .i'..-- --- -- ' /1:1IGE: TER , ss zs ...• .: . - -. 4: , . ... B . ..,-r. • .: i WITH A8" SS PIPE. BOTH OrTHEEX„$S AND SD OUTLET PIPES SHALL BE CO .. • • . 1.•.'s , ,.. . . •• • • ::.,.:':::: .:::.i:.::.::(...:,-.::ii...).:::::::.:::-:::::.:i............ , '''.•••-•----' •-1!:!-• i:i'''GOKA : EX •:j•-••.••::::•,:.i... ,:••:'•.;:.:i::::•:: ::•••::.-::• . ‘ ...•• .. , , .. • . '‘: • „„„. ABANDONED AND CAPPED AS SHOWN. --------„..,... ,,,, I C5.3 . . . „ •% -,„. „.•-• :, :t. . . . . : „ ••• . . • • • ,...::::-,:•,:.: :.. .-..:: :...: :...•::.• : . ,.. . , . . ,,, : .. . . ,:...:, ,...,:-...•• -6,:.::•.::::::,: ::: :: ...,...,,, ___/// . .../ -------",„„,,, . .. : •..... •;.„ .:.•:::::. #2 :, . . . • .. . . . . . .... •:::..::::•:::.",.... i: .,..,.::•::.. ::::.: .,•-....,......,,, - . • ... . . : • .......::::.. 9. RELOCATE THE EXISTING TELECOMMUNICATION CONDUIT AS kEQUIREDAETER THE 0 .. . . . ,• • , • ----------- .. . • . : . • •.-•::.-.- -.•. • •-•••••••,..•::-:•,..,k\„,, .., :-.-r. „„„,„„„ I 1 : • -- - - ::•-•---.::•-•-.::::.. ...::.-...::,::••"„:: • ::::.,..,-"---„::::.:..::- , . ,. . „ CONSTRUCTION OF THE ODOR CONTRQL-BIOFILTER. ,..... ., •--•::::•••.... \ /...• .., ,,,.. .. ,. .. • . •,.... .. .. HS & HR, ...,,...,, .....• ................. ..„..•••••••••' I 0 ..„:-• ....-/".. .......• „ •- •••••..• • • ....-.... INV 155.00' „. „,...., ,,.••••• . 10 SEE DWG 000-C-105 AND 0007C-10.6 FOR THE 8" DG PIPE PLAN AND PROFILES. 0 . . • ............:.:::.:......"........ . .../ SEE NOTE 6 - •.. • •:i':.•::::-:-:i::•::::::::::.::::::•: •• :::::;::,-:::::.,,:: / •,••••-•-\, ..--.::::::::••:- ------::::::.::•::... „, \• : ;,-.-'•-, •••••••••.. .SEE NOTE 4 . .. .-• .• .-/ .• ---- -- -.... ...•• ...,....••.••• , . -.. .., ..... ...••.: " LLI •• • -.:•1::-... • •,.:-:•:;: \\••-•-• „.•- ,• •• I . • .. , .i --.-.•:::...... cK:\., •-•„.., ..„,\.- , 1 Z • • • ::".....:„. •-::-:::•••::•::..::::.::.„:.-:,•:•-::: .,•::....,. ..•••• . . . •••••.• ::... •:••• : ::...:: :: ::::.:.::-.:::.:::::•:,::::....:-..::•:::::... , .. .. . .. .. ... .... ,• .••• •,.. . .. . .. .. . „ ..,.'/1 . ..... : .........•- •-•i: ...•::::: ,i......6„:..„- .. - ::•• .,-..> ..., •,-,\‘. . I -.I ..:=:.. .„::!-•.• .. :. • • :::::„.:: -....::„..:-.....„••::::...:.:•...::: ::::.:.::.:::::: 7 ./..... •-•••------•:••,•,:::::•.„:?. ......... ' . \ \ .- .. . •••••••:- '..: k\ \ .., I I . - .. :-•-•-•::.:: ,--- :--. :•:•-y--- A SAW CUT PAVEMENT AS REQUIRED, •.. .•:::. . . ..::::•:„•:•:::.::-..„...:::•,..: .... . .... .........„.. , „ . . ' .,,../,, • . , ••••- 0 .. • ,..•• '.'"i•••. \ i RESTORE TO MATCH EX CONDITION . . . , '\,.„..•:,-*•• ..-....„. ,•-•-•,: ::.,',:••..:..... i-- ,, • • •. • .: . , , ,.,,,...:.:.:„,.: ,, . %, .. .....„. ..„ • ..: ..•. AFTER CONSTRUCTION OF HS & HR 1 ,,<C .. •• • • • . . . • .,...::-/::::. ---:: . , ,. x. . „... . .. •• : .-.- / :: ..,„•:-• ' • - ic... •:,.....• -,.. .. : .. . . . • . ...• . ..• • . . .. :.::',•:.:•-:::;•:•.•-• ----.-- :: •,...i••i::::,..,•-•:•-••••-::- -• •:.•: .. . • • .. • ... . .••• . • INSTALL 4" TEE, • • .. .. • - • --•' ...4 . ::.:::: • • , ----,......,,,. • ,. . .. . . . .• • . • ' : :: „. ... •. ... . ... „ - •• - - • ..•• CONNECT TO EX 4" NPW ..1 . . ...• . „ .. . • • „ . . • . .. . .. . .... . .. • /:::.....,,,..„..,.-•••• -i.......•.. ::.::.::::•-:::.•••....,:::•... , TRENCH PLUG C-904 - ' i . • ....i.:". . • . •,.:•: .„.. • • I : .,. ...,::. . .....,, . . . . . . .. . .... . . :,„.. . ,•_:.....:.. . :. ,:...::,......::,:::::: : 1:.:::::::...:::... i::: ::.....:::: ::: •• : ,:„. .• ...••:., i • .... - . . . • . .. . • .., ....... .. „:........... .,. ...:. .„:„....... ,.......÷.....,............ . , •..... _ ... . .. . •.. .:.......„ 1 :: .• .... :: ::::••••::...• :: ::::••.• ::::: ,...„ ::••::.:•:.••:.:: ••::.• . ...............y....,... ,...„... i /---- . . . c.i .. I ELEC ,,,,, ....„.„.. ... .. -.:••••:•.,,i•:. : ' - - -•• .••=:.:•••:•::: ] ••••.•, :i • I .4- . ::-----•::::::.....6::::. ::-...-::::-.---.-:::=.•::::•::...„:: ::-:::::::::,.„:•-::„. :: -..... ---;:.. • 0 . ... ,„_ .. ...• :.::::::...:::::: ;: • - -. ••• •• .... ........ . I 0 • •••:. (TYP),, ,,.i.6.. ,....„...„., .. ••• :1•-.-:::•-•.•••••:::.:::...:::•::-„::::::::-::•::::::••:::::::.::....:::•::::: .-:-. - • , -- •-- -• - -- •-- -• •••• SEE NOTE 9 . . .• . ;: .„ ... . . . 0 .. '•-•• SEE ELEC SITE ..•.. ••• .•...... ..... ' 0 : ..,, : ....:, ::•••••••.:.:.:.: .•• ::••-•:: ...":: ::: ::-::,:„.::, •••„:::-: ---- I 3" HS al . '- -.- . -- -•--. : • . .. cn . . '-•-•.. ---,-= •.• ..... . ..„ . a. ..., .,,....r : ... . • ..... ... 9 • .• •. •..... •••....... . ........::•:-.. I 4" NPW (11 .: 3' HR Oil .1 . ................„. :„........ .....„....., ...,_-... b •. .. . ...../... .:: '...-; ' , . ...„::::: . . . . ..... I C .. . . . . ,....,..• . ■ .:.- :-...:--:.:.:: :1.::.: ::......:........ • , :,::::::.:-..::: :: • • - - .-.• • ::.:.!::' •.. •::‘,,-... ......, • ;,,z, _ ---, ... . . ::.::: i:.i:: , .... .... ,.....:.::::::::-:;:: :: '. , k :, ' I :' ''. SEE NOTE 5 . ;• „ ,...---. - „ •:," •••••I.P.:: V J ....--... ;., • •,. ... . ..:: ::.• ...•-•:::ii:::-..f.:i.....:::::.:...::::--::::. ::::::.::,„::....,.....::::....,:1 •• . I: • . •. •. ..ii:„:::ii:"- ' ••1 ,... ,...... :.••..:..:.,.. :.: ... :•:::::.:.: ........„.: ...::...,•••::•:,:-..::::•::::::::::: •••••:. :,. ,-,.:.:. .: ii , ,....••••- ......•• :,:••,,.::: „.••••,.,......., ,........•• :: .::::::.::•::••-- ::•::•.::„...:....::..:...... 8" DG (32) . .- , . • . .6•-•:•,..:.--(. -:-....*•-:::: ::..:::•-•:::..:i•-•'•:.::::-:--:: ., .,..;.,.. ks-. .,,-- .. - (.) .,..,,,,,D:,:,,...,•-••••• .... .....„.. 7/ V 2" NPW (16) s .,., 1 .....,.,. li • • a. • „. ,.. ,:,--,.."; ,-. „,,,, ,, .,:.,:.,- , ...,.. ..-- ....:•. .:-.::::: ..:...::.::•:•:,---:--............•:: ,....i.:i:J. ‘,....L.,----- ,,..• --- .. •• ,:::::3-;':'•,=',3:A.N1 :: ••••••• :: ::---:: ::,...:::.-: .•::::•-•: ....,•:,•-:: . . .. . . . . „. ..........., ....,„ • DSL (26) I 1 .•.' ••. " 1 I -•-•-• •,.. :::,::.•'•:•••-•• . •.::: :::: •••:::•:..:::::,:::::: ...::•.:,:' ...:•.: • • •.... : ....,..:,..:„•, I '•••:: ;. ./7 ',... V 1 . :.Z' . . ir ::-..,:::-...:-.,•••'•." --.;:. •::.:::: ;:::'••••,.;:,,.•••'-' ...••.::::::.. .....:: •. . . .. . . . .. ........ ....... ....•...• .. r. ,...- .•.;,.....;; ••••Jr t . 7-6- .- ''.::.'-'46,.:. .':•P ;''...--:' Iii a ':. ---'''':i:::i .. • .•••• .. • :.::::::. :::.. ... •... .. .• ., •-••,••,•• ...••••.. ..... :- ‘,„4--...-..- ,---::::•• -... -- •:•i ,:-:::.* ':::-‘>ii,..) ....,•......"' !:...:::::.::„.;:..;::::::::t:::::.::-: .1:::::.::'::•:-.=....]ii::-:::... DF (26) , ----.. - I 03 , .,...'., : ....:' '.• ' ,, . .;',::::::,:::- •••, I•::, ..• ....* .. .• ..... ... . . . ...::........:.::•:::: ,:..--. ii ..... ...i..:..,::::::: .7 V .. ....::' , 8" DSL (26) ,, I, "-•.... ..,:••••• L - :"''..1:- :-• 7 :.:::.*:::::*:::•.:::.-:*.::"ii••i1::•."'4,::;:.*1::::::-..." .„1--.••-• •:•:••• . - - - •••-• "•• . •,••••.••••. :•-••• :•-_.•- •. •'''' • . •••--• .• . •.• .••. Ei ... .. ..... ... ..... .. ...... . . .. ... ... ... . . .. .. . ... .. .. . .... ... ... . .....--- . •.. ............. ...... ..... .. .... .. ....... :. ... ... . . . . .... . .... . . „.. - - , , ::::.:,:,..:::::-... ELEC/FO 30" FA 32 ." .. I . . . . . .... ... . . • • • . '-:;.;:::>' .. . 0 - - - ---- - - ------- ----- - ... .. ..I.:..7.'*... ".:i.•:'''' ' ':..*.i: .1"..1...:;"1:'.1:' ' 'f''. '"N'4111111ii.111111111141%1 ..' 7 V .. . , .. ... . I C° ..'.' :...:., :.. ...,,1.•,, ' :::.,. :-.:i ii.,:.;:,.:.,:. -. .. .. • . -'"' - - _ ---......._ 4. ,.. °INN% NINO 11141114 - • .. . E . . •,:.:::,:...,.,....:,... ... .... ........-00 '''...' ''''''', ' • ...- 111 ---IN .11111111111.10111111111ftimimi,111141pli`Alli■ ,, / ' . . m • . . 2 • --.. ,:-i:-.-,..4.. ....::PLAN2::'..:':L. .•.e. ... :;••;•::'.• . .. . ,.... tcarmmium......_ 2s'EOECN(0TYTEP •• 1 0 •. . .... .. . . .. ...... .... . • "g .................... ... ..... ••... . .. ......•....•.... .••.. •... ... .....•• • ••:.:- " •:::::::.::::."::•:•:.••..1:....,..\.-. -:' ,..,'-::: :":.-...,..:.,:.:'., :..1.::-::: 7i:i:::: :.:-:,.................i.i;i:i; . . ...... . . ....... .... . ... . .. ... .. .. ....... ., ,..,.,, „ .;:.1,::. :::::::::::.,..?:::, . " .•"" .- . ... ..„.. .... , '''.-.' '- . .. . . .. • glp 1 \ ■ iciii■4111001- P•' .. .. •.• . .: .• 1 •• • .•••• •. . • 1 g •••' '.•-•'17;7", •;::,?::: :"5,:Z...*:.;.:;;''' ••:/:*sfeel7i;:::::Y..tir ..:.irt-4 7::::...,.:,:i : .. .. . •.... :. ... cn ......- „....:.......;,..v.,..:,...:-.4.:.::.-:::-.. ...":;-::%:".:',..,:- ::;.:::::::i'i'-:":..-:'::-.** ,,•••-: -1"::-..-- • SEE NOTE 8 . .."\ '-• . .• .• • -I : - '0,9,,..-,4./f.w.e.', ;3,..."..;;;:4 .•::,....„:,:::-:;..: .:...,'•--..:.;.•: .... :-• :ii.::?:..-..::-.• . . . , -..---.•.-..-. :::. i ''''.. ••••'.. ,--fii, ,---,..-c-..R r.,-,.. ..• •. • .• 4 ••. ----ri-g: '...*:P.t.....'.:F.:. ..::: c.:..;::::::;::::s ••'.:::07•LaiM\1.•:•.4. .:-•.:;:.i:.:: 1:::::.-. • ., 0 ''''''.* :.;j,•'r.s,K -.. \ . 111010Plie opopp.P41111e0P441P. 4111111111111111111111111111111111111111111a11111111111111111111111111111111111110-101111111011111111 . ,* . . .• 1 , ••,...,-/4.,•,',..;.;: <::i'....2:, ...::;*::::,„:::.;,•:..:::.•••*::,:i•iii:14:::;•!,: •:::•••• •••••••::•:::::::..1•••• :,,1 . ..j 7/,''. .'. ., .. .' Ci '''. ' ' :4•W:e::;':;-';'.....;i' ./1:2;<::"<",:.?; ,'''....:q;.]:iiigil:...'.r,.....:::,.. 9 • .' • CO • - •"*.C..7•,..."'A' "S•*"..:.4;447 .-ai--.'. ::61.. . .... '.:::: . ''- "■ °.°.111.**"'' OCB .. CD 1/06• ..'":::::.."::'H::.-' ...-::.::i:.:.'::::',:i.'.....'''::'...::''' '. .::.:: 4 . „ ..,...,........, _. ..... . .. .. ... . ..... . . .... .... . . .. .... . . . . .. ...... ... INSTALL 6" TEE, 0 -4. ---- . 0 ...., - • . ...... .. .. ..... ..„.. .. ••••• ---- um.., •-•••• ,.,••:•.::.:.i::::i*::::::• ,•:...••:•::.-••• .. • ..-.•••:...-1- • .§ . CONNECT TO IRRIGATION PT :!•••:-.:: •':•:•i:-....-.- ••••••.:::.:::.:::::::::-:-::: 01 1 On.lir I 117 I ri I III r-1 __- : • - ----- 11100.111k 4..4 . 0 ..:•• ■ • .• PL ' /.....- .. , .• ::•,,••• ::;'::••:...:: ::-:::•:--••:...::,. : ::•-1:::::.:::': 01 - .._ *iv . .• "ff ... ..... , „.. SEE 000-L-012 ,..„...........„ .,. .. ., .,.„..„•..........„ . 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N 7 , :p fii.,..,.:::.: MATCH LINE N E 000-C-044 k.A6oRsoo : , -- •••••• •••.- - ...' -• j•-•:-• ..,...:.1::•::::::::::::::::::::::::•-.:::::•-..-.. :::::::::::.:::::::::,-;:::..- :::,•:.-- _II :.:.:::..:.:.::.•:;......,:...::Ei-- '-:•:,,: .::..:::,; „.... ...... ......r.::::.:::::i:::::.:::i'.:::::•:: .:'::- to EXPIRES: 6-30-05 11) SCALE WARNING SUBMITTED BY CIVIL SHEET: OF 4) 0 14 1 DESIGNED K MI ( ) ) M IN H DURHAM FACILITY SITE PIPING DWG: 000-0-042 (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: z 1" =20' IF THIS BAR DOES DRAWN K MI CleanWater Services PHASE 4 EXPANSION PLAN 3 o NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 11-APR-2005 --) THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 , .... ..,............. , TRANSFORMER (TYP) Lc? ..,.........,„..._ ,...... .,„.,., , ...,.._.."4,.. ,i‘ ::::::„MATCH LI N E 000-C-042 Lo - - - - - -. . .. - - - 1•0111■1111111111111111■ 11111111 ■1111111111• 11111■ Ili 11. 111111111111•11111• IN 1111111■1111 4 ', .--- - . - - - - .- 1■11 MI al ••■•= 111, = •IIIIII 11111■ 111.11111111 0 -' -...• s. 0 C\I \ \. ' • , ' I .• -.-. , :..'.., OCB . • ........ , SEE NOT.ET• -..-' . ' - 1 .... 4'...,..,,..,..,. '....'''•,. ,.. .... ., .....•.. ....... .. '".. • 4•.. .....• ........----- ' • ,,, , ........••••• - _,..-• : :: .....---• IlkiiMLIA" [Ual lir ...„ . .. . ..... - • - • •• \ \. ... '.::\f,:,.,.\\.1---..' 11.•-•. ...SD„R-1 . • ..:.. n . , ..... . . . . . -- .',.:',.....,,...,:. „.:. ..,...:. .., ,. . . .... . . . . . .. • ..... ..-- ...--.---.:.. •••."--: .. .:.•••.: . .. • . . , . .. , .. - . .,. ., .. ., ' • •••• , . ....„....... .. . . . . . ....- . . . • , . . .:.•••..., ... .• • ..-• .... SDR-2 \..,. 11. ai \,..' . ...1 •.:•--...::.::::::- cu . ' • „••••.,,,.. . , , , , . .... .,. ., ., „ •• • ' 1 tn ill \ • Mill 15 StrilMEE .0, a. SDR-3 111...1111.11:7101:illi 111111 Mir Ito ir-,SDR 27 , ,,.• .... -..... .. ..::::..... . .• • . • : IT •.......•.. ... . .,. .. ...• ............,.... ..:..::::.• . - r„.•..,.„-.. ,„..„.- ...,. ••....... 12" SDR 27 4121110 I _ .. ..:.:., . .... . .. . . - . . . ••• . .. ..:.... . . . . .. . . . .. • . ., ----................. ... .•••••.•••........ .... •- ...- -•. .• 12" SDR 27 - . Fr 42110 ........ ... . . =INNEN Allamil 111111111111111.---- .......m koill .._ ,,.....,,,... ,. .. ..,... .Niiii ,... . 1 .. ... .. ... . •..• ... ''' i'111,11P111 ,..IMk. .......,--.. . .......... . \ .. \ . . . •.. • . • • •••• ... ...............-..•.•-... . . ... .. . . ... Egirmto . . • • ' . . ... .. .. .. ,.•. .. . .. .. .. . . . ... ' . .. , . • . .:.::::..:...,.....:: .. ... .. ................. : .. • . --. . ,.... . . . , . • . , . 6" PD 32 .. • .... • . I • 1 -• - 'a .. . •- • - • .. . . . .. . .:... . . 1 .. ,. . . .. .•....., .. .. • .....,...----•'* - ... -• ••••......... 4. .......,..... .... . . . 4 „ ..,,, . ... . • •. ' ' , . .. ••• ...8..,.....P....D 32 •-•• \ \ . ...• :.,•:: -.• •• IfiiiMaill .,... - E NO • • . •.... ..... . : •••:.,. --------.....„...._ ..,....... ----- 3' HR 1 - . -.•:....., INV 144.00 .• , - - - ' • -\ •,. SEE NOTE 3 ...••• .: .. . . .. .. , L.: .... .. ......... • g , .. ... ........ .... .,.. .„ . . . • .. .. . . •"........ .......... .,. „. ..................... CL,.1.45.00 -------........-• . . ......... .„. ,, iL t' ,•:.:-.•:.:::•,•••.' ... .: ... , \ .. . . . - ..,i-!•••..:•-•,..-...J.,,. ,, '''.1 , ••. SDR OUTLET kill! ......---. . .. .. .. ... .. .. ... .. ..... .. - .... 30" FA-32 ,..... .... ,•• „.,........ ,-.,,.: N... N. .. . • .' ;,....:::ii:::,...-::: •. -• CL 12050%'•••••.........,.... .., „ ... .. .. .. .....:.......... .• .. . ... . •. ,••,• 1 :,:...::::: . .... ...• .. , - • •.. ..• .:,. ... • „ r ** .....•••••- .-:'. .•• .\•• .: - SS-6 1 •••_ .:,;i:•..::::............... , ------..... CL .. . . . • -...... •. .., .. .... *.• - ,...., I •-..... C-220 413:1100 \ \., SE • .. .... ... •• . • ••• • ••.:............••••.. •:: . --•-.,.... .. .• ... ‘,.. . -- ..... - • • • • .. . ..., . . . .... i . .. . ... . . .. ..... •• . . • • •.... .. . ...,..„ ... \ \ •.. „ .. • .... . .. . . cLO‘'N' ,-,',••••,-.1 . • • ......... --- : ... . .. ... .....•- 54" FM (8,26) FS0EER DpVLVAGN0A0N0D-Cp-1R20•-• CL 138.00 OFILE••••••... . \ :,.., „......„....: ..... . 2-4" SDR 271 .. ". ; • $•••• -•:-• :,•\ ...‘. N\ . .•• ... ../ 1 .......... .• • . • ... . .. . •• . .. • • C.) , . . 0 •. . . -• , . ' --' '............„„.,..... • . 6" PD 26 .'-..- --... ..... . . . . . .• • . .....inic- . . . I . • ItliEglatall ..-:::-:-;..::-: IPS ..-- . \\... \.........,.\\ . . ....., ,. .. . ........... ............ e gr: -.,.....,......... INV 131.00 .'-'.....:',.:Y c-.. \ ‘ i..■ \\ •• ..-- ••:.!:.' .::::::•-::":„.::::....li]::::i:1:::.ii•:';-:::it :::::"I'''.....,:: :.::. *'-...... ,.. I 8" PW 11 ...-••. - • •••.„ .. ........,•-•., N. - N. ..- • • --•. N ., ..- -. . • :• '...-•••.„.„.... ... "•:,....::- ... 6" SDR 27 6" SDR 27 \ , \ \ N:..\„ ..... ..••----- ' .. , ••.....•.... ' • • •• • - FIRE HYDRANT . .. INV 127.00 \ ‘.:. \ •\44 , ::.. .. ‘\, \■:-":"' , (SEE NOTE 1) • I ,.....•• . 18"-PD 32 INV 127.00 IbitaiM1 -•••.1. . . ••••• , , ::...... : .. •...::: •.. :....: .. .......... ....... -:::::.....,. INV 126.50 4" SPD 26 ...... - - ---•.........„.„„ '.X \ \ \ ‘ \N.. .../' . N. N N . '' I -,.., ..:‘,4...........: •..,. •'• \ \ \ . . . , 8" DG 32 1 4" SPD 26 ... ustv...12a..00 . . .„ ..... .... •. . . . mil:reami INV1•28.po..... 4" SS 12 . „ ' \ \\\ NOTE 4 ••:.-.--......-...,..,?:: , tit' DSL 26 I .. • . ..: \\ \ . \ .,,, . N. ---- ......:. „,.....„ ,. 1.■1 . . .. INV 128.00 --- --. - .. . .. . .• - it ihkiA, I. • imi -----.... . , •: :•.:... - ..--•-•. , \:: .-• \ t1110... 8" DF 26 I 1.4 • . . . • .- .• .,,:„......., .-'.,,. .., •,N \ . c.:"-\'' ' dii*Nw Lz dal ir, . - [ 1 . • . ... • .. ..•..•... ... .... ......,. ...,....:...: .:..-,::::::,.,::::::.:.:,:.: :: ::.:::::.•.:::... , ,,......, , ,. \...., , ‘ .. , .,..„.f'''''\,._::::,,..•: ..... -- .---- \,..---: ELEC/FO ' 9 . • . •..... ... ....... .. ......... .... :. ... CL 129.00 : • , ...•.. ....... . „ .. „..... : ..••• ...• ... ,.• ...-.•••:i-...-•:.••:,':i;•:•,::::;::••••:::::..;.:::.,:.,.,.,:i:,:,.,„:,..,:::.,. .::::.:.:,::X.i:!inii.' :::. :: .:: .... .... , I I ,,. „ „,„ „.. ... • ••.. • •..••.• • .....„,..,...„. .. „ .• . .. •.......•.... •..•...•.• .. .. . .. . . •• •, • .. •• . •• • •• . . .. . .. ... -.. \l' \. \,\ „ •. , . ---- - - , . ..„....::.• . ...II. ,...... ,...,. .....:...."...i...,:,,„....._.„. ...,.., ...:: ....:::.....4..,.........:. ‘ „.......---:.. -- ' .... .................•....,..,...•.•........,....,...: .,...•:.... .:.. :: . .. --•. --. - - •..-• . .--• :•:::: ::•. ... •. .. • . :- •• :•-• .:••.-.-• .• :.:.:•....•...:•:•, •:•.:.:.::::::::.........:.•:.- .:: .: :: ... • . , . - .,:•".:?: 2' OC (TYP) • - ..• - •• •• - . . • . .. ......" ,... ... \\_.\ , I CS .. . . .. . .. .:17..::..i.77:- :,. ::•::•-• .:::i::::::.......:.... . •• .. •• . . .. . . . ... ... ... ... . .. . .... . . , .. . , . \ \ cp . :. .....: :....,... : :.,......,. ... .. . . . .. . . . .. ..... . . •......... .. . , .. : . . . .... .... .:„. ::...... ..... ........... ..... .. .. .... .. ..... ... - •• - .... ... . . . . ....... • ...„... ...,...• .•.. - •• ..... •- .. :.::...-:::x....:-..':,' ••••:::• .,-.::::] ::::.:: .:,•••• ......„--. ...:-.. • .. •••. : :: • . • .• • . ,. • :•::.:.::,i,.!-:.•"::..!.:E::..: SEE NOTE 10 ..,.../ 1 C:30 ... • •••••• .- ,•:-:-:', P ..:::'..• i •:il:;1. I .. ••:..:.•::::•.:•: c "......:.." . . . 4" PW 11 -, \ \ \ . . ::::.:.:, „,,.....:-.-:::•••••••, --. 4,, •.:..::::::::•:::::.• .::_i ..:::: .... -„..--.' :. ••••-::---. ,. . 0 • , • H MO MI SEE NO 9 ••• - , . • -- : •:.::\, \ .... . ..:-.--. . .. - , ..-: , ; . . . .'H. I Z • •--• ••:.. .,:::...•.•:.:: :.:::: . ,..••••• .• 4(1:110 . \ \ \ N.\\ ,........ ....•.. . .... . ,..,........: .:.:„........ ..1 : 11 I I a .. „II •- •'•*' . ;,‘•.',-,,'`' '; il : .••••...'.......,' .••••• :.., ,..:-.:•.• ..:. - -. ,..., .. '...n. '...'“. .... - ••• .•. - •• .: . \ ..- . :. . , .. ... ...,...... .. . . II ' I I '.., \ \\, \,,,?• .:i : :•' , ,..,• .• ... . •:* --. -..:' ..:• -'••-.... •-:•'•••i PLAN.I .1•::';::*-1 .. •.. :: : ..., . • : , •• .• • • Hur ,... \ \ SEE.NOTE.6 I erOi_ •, : \ \ .:.: -:::::::.:::-:.: :.- ...it:•:.:::••,:•••••.., ::** . . . :: . . :: .., ::•••'■.:.,. ..':-.•;•-.l;:.:::: -:':::::::::'.:.................. ....................................................... ::: 'r.:.:.::---•:.i.-..,:: :: :.: :: .. :r.. .•. .. . . 1111 1111 :•.• \ \ \„.. „„„;„,,.... :-..• . .. ... . . . .. .... . . --'.......--.1 1. ...::::.::•:•.:-:::.:.::'::.•-•-•..- ' •.f177•Ei:::: :::. :: ......- ..,:.::::. .:.1 - ... •.: \ -.4.. ••-• .,•••::: .: .., ... .. . f '.V i..... :.'•'' '..1....::**-- . :::-::•:•:•:-•'::::::......:.-:'..1 ., .: 72" RS (22) ..,..1111 ,„..::.._:....... - .,... -• INSTALL 6" WYE, „ 'N, .•''-."..) I ...• ..•... .. . ... . . .. ..... .. ...•..... ...:.:..., .. .. .. ••• • 18" PD 32 •:,.:::..•• .::i I . ..bilaUj- itil • .• ;...•••. •*•• . CONNECT TO \ \ \ N......„„ „.,....k.....3. . ' • . 1!!: ::' V•4".: .' ' C .--/-1....:1:1PIAN.:4.•::::::::::::'''...!:,:::' ... .. • •. •. - ---- .--'----3-- :-:'--- -----"------......-----.....-----ic::::,-. --1 . .:„.... . .. •• •• SEE DWG EX 6" RE/IRR • \ \ . . . . . ... . .. . '' ''. '••• •-'':1-- .. .••-' -,.::,:f1.44.1:11,:,":•„:::!:': ,.. "-"""'1:::i'..:•,::. ..• . NOTES: ...... . '' 000-C-132 ..,........... ...„... ,4,.._ .. ...- ....... , \ \ \.\...ii*'' ,.\''''::...,•'•‘..:.,73:-',„'.,.01,..,1'. ,:,,,"....;.:: ,,i:. , ,..i:.:.,;...,,:::..'.A....„•,-,:-.."...,:iiii. -2.--;;•;::......i.:• ::-.-•••:•::..,••••::::*:::i•'.. •••.:: -•-:::-.:: .... ' 1 FOR PLAN :: ....-:-•-•.. •.. . '"46e.: :• ;. -:••- . :::- •••- ' : :•••• .::::.•,:". ..•.. • . . .„.......„,•. • • ...•„. ... I ::::..,:.-.".;-;; 1. FIRE HYDRANT SHALL BE AS SPECIFIED IN CITY OF TIGARD . AND PROFILE „ .... .-: . .• ••' . ••• ..•• ELEC , \....\' ..: ''' • . . • :•••• STANDARD SPECIFICATIONS AND STANDARD DWG NO 542 ON . • •• I, .• , • ... : ::. 1.:::?...:.::::::*!. ' . '...:.:'..::PtAr9::§•-:.• •,.. !.....:.,::::::.. .. •• .. ...... . , (TYP)4 .. , :.---•,„ :., .,. I •••:• DWG 000-GC-007. . .. • . , ' . 1 1 HOS (29) . .. ' . . 1 ::•:::: .`,-',1:-":::;.../.;;:.)::;,-,::„, -, .';:; :::;"--::••-•'.:•:.;••:-.:.. :;:;*:i,:i.'••••••• ;•::::::::.:::: :::::::. ::•i•-:::'-:.:•••:::::::•-• :: ....••••-•-• SEE ELEC SITE ..., :,,.... ::•)i',.., •:.!:;,:::";;•.::.,::::,:".::::;,. „..." *:• - ..,::::,1:.,;1:: :: :-•:•••;.•:-:::::••- ::::::•::''.;:::.:'•:-...' ' .. ,... 1 1" HOR (29) .... ....•••••----- * PLAN 000-E-003 • \ \ 4! •- ,,. -4„.,,,,--.,.:...,:',-v- ••• •••:•:::.;•::::•::...;.i4„:,.....io .. :.... - 2. DEMOLITION OF THE EXISTING STRUCTURES AND UTILITIES SHALL ••..., „ .... ... , .. . . . • • • : 1 ..\::::::•::: :::::•,.2.•:' :-/ 1•:':*:'" -:;:.1 ...ii:ir::::::'.•:..,: , . 1" HOS (29) .... .. . .. • .4- ••••• - ..\\,.. .. .:•:..::. ::.-:::.....::::::::::::•:::i:::,,,,,-•:--•-••••.,::........--. BE ACCORDANCE WITH THE REQUIREMENTS OF SPECIFICATION •'.. ... -- . •••• - •...... LWIIN SEE NOTE 8 :..: ii_ • 1" HOR (29) . .........- -..--- .• . .. , .. ••••••:.B... PL i N 1 I t?',i......)Stls..,:, .' SECTION 01640,4ND 16050. SEE DEMOLITION SITE PLAN ..• CL 122.5 1111 IIII ...• '. ' . .. :,•••••• :::..::::.....••••: ...::•::: -i.,..>:- ' ../- SS-4 -.. .......• i ....... ........ ... • - ...„• .........••....••„.••.• 000-C-005 TO 0007C-007. .. :-•::.• ::•;.::::••••.••• ::„.....•-:••.••...,•••:.. : :..... :............ ...... . ... .. • . .........: ... .....„.. .. . .... ..... .. . . .••. .... ..... .. 6" OC . .:'•-• ....„ •-..........„••• •••• •'''" • - .• .. _I- .....,....ii.:•,:.::::::.,:::••••:::,•:•..•,:.•••• •.. .• , • • :, ::-.-•-: :: .•::. :.:••:..i. •:::.••• •:: •: ::••::. i. ::::•-::- •••• ' ' ' '. '.. :::::::;::':::,1:••-•:: • . ... . . „.....................: .. ..... . .* ......,..:...„:.,..... ..... ••• ••••• „.• _•.• .,.„..: „..„,... :., . . . . ..... 3. FOR SS PIPE PROFILES, SEE DWG 000-C-101. ...., ...• .. „„„... ... „ , .. 1' . *' ..•.. ., ..•••• . .,.............. :. .,...... .: ........ :.-•.:: •: . :. :. . .. \ .,..............„,.............,f .. n„ n. .i.......‘.........n.::‘......•...... . . 4. SEE DWGS 000-E-003 AND 000-E-004 FOR DEMOLITION OF THE EXISTING ELEC VAULT . ••. • .• . .. ' ... ...1..„! • • . 0 .. .. . , c) ......•_ • . ... • . : .. . 0 • ..... .. ISB • .,.::. •• :: . ... .. • . :::.:::.::.::.::, - :.:,:-....,...„.:..:. co 5. FOR RIM AND INVERT ELEVATIONS OF THE MANHOLES, CATCH BASINS, • . .. .. .- .. ,',.'• . .: . .. .. •.. • . I 16 . AND DITCH INLETS, SEE COORDINATE TABLE 6 ON DWG 000-C-133. • •. / .... . • ••:,...., .. .:.• .....••••• > . . ..- --- . .... . . . . . . .. , b tall) . . . .- . . " -4-,._- . .. . . .. .. .. .„ -. -.....'...' . . . . ......... . . . . ..... . . ... ... :. ........ .. ......... ... . .. ... ...,... c 6. INSTALL 8" ELBOWS, CONNECT TO EX 8" DSL, 8" DF,AND 8" DSL. ..• • - . . . 1 0) ,,,. kr -- u) I 18" PD (32) ria . •• a) I a 7. SEE DWG 130-M-001 FOR PIPING CONNECTIONS TO THE ODOR CONTROL BIOFILTER. INV 117.50 . .• .•:,-.- iii WA ' -- ....: :.•. , •a . . 1 .. ..:,... 1 ).,, 8. THE NEW DITCH INLET SHALL BE INSTALL AT THE INTERSECTION OF EX SD AND SS PIPES. THE EX SS -,. 84" RS (22) • AND SD PIPES DOWNSTREAM OF THE NEW DITCH INLET SHALL BE RECONNECTED WITH THE NEW DITCH INLET. _L _ „ ..:... . •• (0 _ .„.'.':!::: . SEE DWG 000-C-130 .... ' I u. • • -.• •••• - • ; - THE EX SS AND SD PIPES UPSTREAM OF THE NEW DITCH INLET SHALL BE ABANDONED AND CAPPED AS SHOWN. Ei 'i:-: 1....: :.::.;.:,.. ;....... ___ ------..,:ii::i ..- .-- •:-. FOR PLAN AND PR FILE a) --, , . I -§ .-•:::;•:•.::'1,. -.b. INSTALL 6X4 TEE FOR FUTURE LANDSCAPING CONNECTION, TERMINATE WITH GATE VALVE IN VALVE . .• . .• ' ‘• I a •-:'.. BOX PER DETAIL 3, DWG 000-GL-003 ...'...... .. , . 60" RS (22) -...„ .. . • a) • _ . . • 1 .2 - 10. SEE DWG 000-C-105 AND 000-C-106 FOR••THE 8" DG PIPE PLAN AND PROFILES. Z-SEE DWG 000-C-132 •-■..,--.•• ' .--- 1 c) FOR PLAN AND PROFILE ....._:•-• ...... :::::, ::•-•-• .....:.::•::: .:: :::•::. ..:••• . .• co ... • I ,._.I 4...:•.••,i..4 .,::: „.. ..• •. • . . .:-.. 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'',■ , ., . 2 -..... ... ...., . .. . .•• .. .- ....,... ... ... 4.4.4 1, -........._, ..., • L":. . 74902P r id :. --........_ . ....,., .., - - -. . . - - - ,- -. - - - - - - - - - - - - • - - - IN OW 1■1 MI III IIMMIIMI MI • 11■1 III NI 1111•11•111=1 NI IIII MINIININIM •OM NM 11111•1111111= IN III •' IN IIIII IN III -IMMIIIIMO MI MI 1•111111111111111 MI OM 11111■1111111111111 MN IIIIII 1111•11=11• MI NM MIIMMIM NI la !I • •ei A u: I, ‘,040Resoo 6 e MATCHLINE 000-C-046 4.1' 13,e1S" t() EXPIRES: 6-30-05 N.. ,S) . SCALE WARNING , SUBMITTED BY 0 1, 1 DESIGNED K KAI ( ) ) M 1/11 H ....., CIVIL SHEET: OF DURHAM FACILITY SITE PIPING DWG: 000-C-044 (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: 1"=20' IF THIS BAR DOES DRAWN K KAI CleanWater Services PHASE 4 EXPANSION PLAN 5 .0 . o NOT THEN MEASURE DRAWING 1 IS" SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. DATE: II-APR-2005 -.) REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 , , DURHAM PHASE 4 SW 85TH AVENUE EXPANSION PROJECT EXTENSION PROJECT 71". MATCHLINE 000-C-043 ..- i LC) ...■ - - ........ - - ....■ - . ....... - - a.m..... - - ..,., .. 1111111111111111111 MO III IIIIIII• MI .IS, 11•111111111•111 NO NO 111111111111111111 „ .• I---- " /- ....•: , . •:: .••• ••• • ::.•••:...:. ..•::-....- -.:,••• .•:,::..::.:.::::.: ,............ ._....:.......• •••••• :..::::, ... ... ., .. •-••• ••••••• • •"...... .. . ..-: ....„„ . . . . . . . „ . . . . ... ... •••,....•••••• ••••...-....,..•.:-...,....... . . . . • .: :: ..:„. : ....":. ••••.,.••• ,••••„:::: ,•::. „..„. „.:„......,...„:„....1 .• . .• . • . ......•••• N . ...--: ' '• „ . •' .. . . . ...... . .• . . .': • . . .. . ....... :.• ...' ... . . . . . . . . . .,. . . . .......,• • ::: •:.. :: •••..:........-......... ...,,... Ci ..• . .. . . 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'.',...,,,....*:::: ::••••-:. ::: .:i...,::<...::: •• -•-: •-••., . .......,.. *.*** .7S:■ ' -•. ..•: .' . •... •••••-••••• •- •-.. .. • . . .. „. ... , . . . . . • • . • : . . . . .. .. . . . . . . . .::::!.:::;%::-":':' OL: . "i '"-- ''....:-.' ... : „. ..... • ••.. .... . 0 , . ,•• .:: ..... ... • . • • • . ... . . . • • . . . . . . .. . • •• . . . . • .• . . . . . •• . . . , .. . • . • . . . :.... . : .1 .. .. • • - . . . . - ...: , . • .... -•.....: ...-.. ......., • . . . . . . • • . • • .' • • ..• . . . . • . ... • • ./:-. • .... . , .....,..:-:::::,.......*::::::::''yi:!::::::if:::::::.....:::.../ .•-•---- ...... :..., • . • .. . ::..'....:L.i...,., . .• .. : .• .. .• . . . • - I ..• ... „ . ,.... , . ..' . . .„ . ... ... . .. ..-..-/ ...••••::::. ::::....::::::.:....,.........•• .., ,•-•,, .-... c) • dieell* . . **14" ..:''' . . ...''''' . . • . . .. • ' . .- • ... . •.. . ' . • • . ..• ..- . . : • . . . .. .• . ..,..•.......... ....:...... .:. ... . .‘.. ... . .. .. „. . .. . . ... . .. • • ...-................•....• ..:•........ .. -.... ..... : .. . -''''• ••• .. . • • ... ... ..„ . ..-..: 1 :: , . . . .. •-• .. . ... . . . • • . .. ........... . • . . . ..• . . • . .. .. ., 1_140,,,. .... .. . . . .. .. .. .. •..• . . . . ., . .. . . . . . . '• • . ... „. .. .. ..... ....„ *'•••••'.::::/. ...-PC:P■Ntli".:::. --:::" -....:• ::.-----. I cP sc'L , • -.41.Aillik ..,.. - .....____ .... ..... ,.. .. •• „ .: •.: ........ •-• . .. . . . .,...„,.......:...,.. ..• •-•:-.::::::, .• : • . • ...- . • •• .: • , .. .... .:: ; . ' . • . . .. I. ..... .. . •.. • .:.:....; .•-• •••• ... - -- •• . .... . . • : - •-• •-. • • • • • -••• • :•... .:. „ •:-.... , .. .. ..• • . . • .. . . ..••' . • .. .. .. :• .. . .. . , .- , • . .. . . . . . . • • . . • . • • - • • • . •. . . . . . . . . . . . . . .. . .. . ' . .,... :-: ,.....--•......, ..-..-......• . .. .. . ..„., . . .. . .....- . ... . .. . . .... ..:, . . ......„.. .,.......,... • • • : : • --• • .... . ,... . . .. . •...,r..• .• .. . . . . . •••••. ••••••:::::::::::::::::-..:. .••••••:-.•.•-•.....•'•:-...-::•..... ••••••;:••:•-••'• --•:•••••••••••••• • ,..1 ....• ''''::::::::.':'':...:...:-:::::::::::::::::: ,..,.•::::.....•..:.„.•.....„:::::•........„........::: .. .••• . • . ....•... ........•.......................... . •... ... .. . . . ... ... .............. .... . ... . . / ..-J••• ::: ••• :::-..,:.,.....:::::.•-„. :. ::. ....... . • • ... . . . • • ••• . . . • •.. .. " ,.• ........::•••:::....... •• • .. •...•••• ....... •-- . . ... . • - • • . „, „ .. .. .• . . . . .. . ... ... .. ,....... . . : •. ... •.. • •. ... ....... -•:-. •••••1":!—.•:• -•-•....:.•7'••::"--.•••:.•.. ..... .....1:::ri::::[7:::::::::7:::::::::::',:•i•-•---' -•:•!:-..: .....":;1•••••••••• .. . . . . . • - . . . . • . . . „ .... :•••:. •••••••.•••••••••'.........:-. ....-.•:- . .. . . .. .. . , . ... . . • • • . .••-•..: ... .....- -- ' :::: . . . , .401;'-`1 v , .. , , ..., . .. •:„....::::.::: :: .....•• ....... .. ..„ •. ;.. •• • ..::.‘ . .. I . .. . .......- ••.:. . ...... . . . , , , . . .• • . . . ... .. . . . . . . . . . . . . . . . . . • . .. . . . ... . . . . . .. . .. .. .. . . . . .. . .. .. . ... .. . . . . . .. . ' . " . • .. _ . , ... ..... .. •••••• ••• . . . . ............" ...•.• . . ., . . . ... .. . . . .... . . . . ...., .. .. .... . .... . .. .....„ . . ......... . .„.„„. ... . „.. . . •... ..•:.:.. ..... •. . .. .. .••. ..,.............. .... . ...........• . . .. . .. . . . .. . .„ . •..• . ,. ..............., .„:....."..•.:. .....‘. . . ... ....... .... . ... ....... • . • . • .. . . ::•:••• . SEE NOTE 1 • • • ..• •-....• • •. • • .. . .• .• .. . . . .. • . • ..:::::':' :. P•./.A.. : c •••• ''' '''...P.Ljo.0::4 -::"i.-...."*"''''' L. -- to . ....- ... .. .. • . . . .. .• ; . .... .. . .. ...... .. . . . INSTALL 8" TEE, • ........ . .- - . • .. . . -_s4 I . . - .. . ... . . . . • . . :.•-... ... •. - CONNECT-TOI.XISTING :• ••-%I . -- .• ... "..•. . • .......... :::: - -:'• •*.•„•-::::,•:,:::••••".„,,,....:::::!•••••:::,.". „. .. . . .. ...s . ..•• ... •• ... .. . . . .• - :••••• •••• ... .- • " • , „ .. . .. . , .• . . . . . ill ' •• :: ••-• : •• • .- • CITY OF TIGARD P..OTABL • - • • • . •••- , . ...... . ... . . ....„.•...::', ... .. : - : - • . :..,..,..:::„.. --... - --:--.* -.P.. •-•-•:,...--Aolritic.,:::";.•::•,••#.;•••., : ••••••••••:, 1 . .....•••••- ..---....•-•..--,:.•.:::• ''... •:•:•••, . : ..... . • WATER...SYSTEM .-. ..-• . . . . . . . • • :,..•• . • • . ,•,...•••,./.., ... .,,.... .... ... ..... .. . . . . .. .. .. . . .. .. . .. .,......., .. . ..,....: :.: .. • . . • . • • . • -•::,'::"....-..-.• .:4.e.,,,:',:-..*,'4,07::,,,:"..,--.-..;',....,,,..:,.....,....:. • .. co . ......,... ...- ' ,... ...:... . ._. .....::' .• . •. ..... - ,,..,;,-;..40:?../...././...;,,-1.,,,./.."/"....,,,.;-• ...,.., n 2 . • . • • ....::::::....... •••- .•••• :: • . . . . .• . . • :.. . ...........:.*:....f' .• . . . .* . . ' • .. , . . .. ... . .. .. . , .. .. •..... • . . .. ....',.. ,... .• ... .., .,. ...-.,,. ;,.. '.., . '.. • ••. . ., ,. . .. .,,. .„. .. ., ,. '"*.i •,........".:::: .... III re - : PLAN....„.•,....,..,.:..••.....::............, • • . • . ... . • . ,,- ...-......• ..../ „,•,....... ;... ..... ..., .-:' 'ii p i/ ...... •::•--•:-:-.....:-.4:::::.::::::::0fm....#::.::::::,:::"...!...:...:...::„....:. . . 8,1•Pw (11) 1 . .. ... . .: :. ::::.::::.:.:•::::::. • ..„... " . . . ... . .. • . . • . .. .• . . . •.. . : • .• .. . .... . .. . :.....„,. . : : ....• ...... ... •„ ... a :-.:::.•••,, .:::... •:„••••::: z . •. . . .. •::...:, ...• .. .. ....... :. • .. •. • • • . ., on, . .. . .. .... . . . . • . ........: . . . . .. _.. ... .......„ ,.:....:•• ............. . .. . .... . .• • •.. . . . . . . • . . . .... . . . . . .......... . - . . • . • . , .. , .....,..... • . . . . . .. .. ..... „. .. . .••• ........• ....... . .• .• .• • .• :....: : • . ••••• ::. • • • .... ................ . .. . ......._ ...... .... . . • ...... • .... ... --••• ... ....,..,.........1;.:11,...i.r., :i.,.::"...,,,..i....„....1..s...:,...„.„,„......,..i ,, I z •:„:',...........„......::::::. „ .„ .:•• • . • . •• • .. • • . ... .••• •••••_... .. .. .•... . i .• . . .:.. .• .. . . . .. .. ..,., ,... .... .. ...• ... ' .. . . .. . . .. , . ..... .. .. - • ...:....•... ..„.„ ... .. .• ....... .....:.• : ••.•. •. .• .•••::•:.•:: .•••:•• ....•.. .. . .... ...• .• ......... ....., ..•„. ... .•• .. .... ..:.... .... ...... .. ••••.:•:../.::::::••....... .... • . : ..„..........„..: ,........ . •:: •... • • • • .:... . ... • ,.. ...• ... .• •:.. ...........••••••••.. :. .. ...' •. ..,..• ..-..... „. ..... . .... . • . ... ......• ....„ ...... . .. . , . . . ... .... ............ .7, . •• .. • : ... .• . . .. . .........• ...••• ....•-•• . .. . • . • . ....••.:.•-...": -,...... .. P N 7 I PV...:,::,..:::...•!:S.:::.7. 'I . . . • . •• . . .. . • . . . . . .. . . . • ... :. .: • . . . . .. .. .•• • ..• ••• ... . • • •-••- •• •-•- .• •• - .• .• ... ...• ..• .. . .. . . .• ... • • • ....... ..... • • .. ... ......... ... • ... .,.. ....... ... , . •• ...:,... ,....„::. .:•:. • . .... ."... .. . • . ... . ........ . .... :. . . ............... .. .. .. . . . ...• •• -- . • . .. . .. . ... . .... . . .. ....... ........„......... .. .. . . • •-•:-•••• -....:::::::•••:....:•••••1 :•::--•-•••••:•..• ....-•-•: ....... .. . L._ ..... . . .. . . .. . . .. . : . .• . • ... ., ... . . • • • : :....... ......._ •-• _ --J - ..:.--:i•. :.;::•••-.•:••••,.. --I .• . .. .. ... .. •., . .•••••• •• ...• . •• . ,. .. .... • .. . • .• . • .. . • - :::',..,..„.•-"..•:•••••ii,...:, . : . . .. • . . . . • . . .....,:•::••••••••::::::-.:::••••••••.•:•.••••-.. •,••••••••••• ••••••...... ....... .... ..... ...:::::......::::.......,•.•::-::;:i-:.:::....:::.:: .• • .. .. . .. . • ... • .• • .•••... .. • .......•.... ... ..„.. . . . . .... . -• .•-. ... • - . - -----. , ,:i.::•..i".....:•••••••••••...•••.• . .. • . ..• • . . . . . . . .. , 8" DG (14) I. • • . . - • • • • . .. . . • . . . .• . . . • ...... .. ..• ........ •... .... .. .......... ..... . .. . . . • • ... . . . • : . .. . . • . .• - - • - ... ,....„. : .. , .. .: ..„. .. •• -......•-• . . . ::: -••••:••••-••••: . . . . . ... . . . .. . .. . . • ; , , . . . . . 1 . . . . . .. . . . . . . .. . „ . • • • : • • ... ..:.. . .: .. . ...... ... ...„ , .... .......•-• • ..•. , .., . • • ••. „...-::;-•::•:./......... . . .. .... .. .. . . .. , . . • . SEE DWG 000-C-105 .. ...... . . : : ... .. . •......„ , .....,..• I .'• . -. . •''' . . .• . :. : ..r.,. 2 ._ .... . • • . . . ... . . . . •... ••..:.. . . - " L ,..--' ' .•.'. -. •••• - . . . . ,. . . . . • . ' ...' .. . AND 000-C-106 FOR . . ... ..... • - • - • .•..•• .••• ,.••....• . .• .•:.•...... .. „ . . . ... ..... .., ...., • . „ „ . .. :::::•::::-...., ....:•:••• .....::::•..."•• PLAN AND PROFILE . .. . .. ......... ..... --.... 2 ::::::•::-..• ....:-:,.. • .. - .• ::::::. ••••••,.: :•.................::::••.:,.::::„..... • •• . ...... .... • . •• . .. ••••••:•:::::::..... ••• •••:. • 1 .. • •.. .- . . . • --- • •-•....: ,. . • .• . . . • . . :•,..„.. .. ....• ..-...• .......... •• .... .. • • • . . .• •... ... : •,.....,.. ,....... ..... . • 1 .. . • . . •• • •• • •••••• • . • •:.::::::::, ,,".... • .• • .... ••••:::::::::::•...... .,..::::;../.::::::::::::••:.: •••••••....: •,:::';••••••••.„••••:: .::-.---i•r.":.:...---••••:. ':••:-.:::.:..,::::•••• •••„.•-:::••••••••••:::::::::-..............:: ,':-••:••::::::::::::.....,-„•:„ ,.......: ••••• . .. ... .... .,.. . -.. ••-•, :::::::::i•-•••• .•• . • : : • .-•• ,.. ., .. ,,.. ....... . .... ... . . ..... I .. , .. • .. .. ' . .. • ' ...:-.:•:•-•:::. ••,, .....,•.. :...::::,....,,,,:,: ..:: -... . ... •....„-.....,.....:. .... .„_ . ... i. . . . . - .. .• .. • . .. . ... .. . . ..,.::::::: ••• :-...:.::........:: .:.:-.........:..• ......... ...- ...::. ...•.,... ,.......... . :... .• ... ..., „ ... ,• ... .• . • ih.Js ..: ...- ••••••• .--......• . .. . .. . . . • . . . . . . .. : . • ......:.. .. •,..... .. . . ., .- . • . . . . . . .• . . . • :::..::::::::::i.••• , : •. . • i . . :: • • • • '•'I . • .. ... ••1 • • . .. . .„ . . .. ...... . . .. .. . . • . . . . . • • • - • - •-- -• • - ....... .. . . . ,.. .„ . . . : :: • . . ....... ... . . . . . : • ... . . .. .. . . . - .. • .- :: • - .. . - .• . . . . . . . . .. .• : .. . .. . . . . .. . . . . . ...... . .. . . ...... . . .. .. . .. . . .. . . • . . . • • • . .. . . . . . .• .• . . . . .. .,...-:......• : .:,...• .:,.. „. ... ....... . . • • : - • :•.,.>:':: ::::::::::::..:::::::-• • . .• . . • .. . .. . .. ... . .. . . . „ . . .. . . . . • . . . . . . . . . • .• .. . .... . . 4 1 .,..... .. . . . • .....•„-- ......• . . ..:::: ...........:::........, .:•.:. . •. • .. . .. ... . . . . . . . . . . .. . . . . . . .. .. . . . . .. . . . .. . . . ... .• . .. • • , .. ..•..•.... .•..•..••.. . . . .. . .. . .• . . ...••••• .. . . • .............„.„..„ . . . . . .. . .......... .. . .. . . . . . ,• ....:.::•.:::::. .•:-...•::: -,i •:•::::: .... ............ .. .. ...„... . . ..... .. . • .. , .. . . • .. .. . • • . . .. . . .... . . • • . •• .. . :: . . . . . . . . . . . . . . .. ........... . ... .. .. • 7 . • • 0 i•• . • • . . • ...• ..• • . ............ . .„ . . ... : . . . . , . . ...:., . . . . . . . . , . . .. .. . . .. . .... ......... ...... .. .. .•... ... ..". ........ .. . . .• .• . ............: .. • .. . • .1 ..„ ...„.,..........:::•.,_„..: 1..:..:: . . . . . . ....... . . ...... .. .. . . •: .. .: . .. . .. • . • . . . . . . . ., , . . ... ......:.... : .. .....:... 1 o .. .. .. ... .:. ,........, .• ,. .• . ... • :. • • ... . . .... . . .. ...,..:.: ,, :...:.. . ....,..•... . .• ., . . . .... ...../.. . . •.. . . . . . . .. . . . . ... .. .. . . . . • . .. . . . • . •. ... , , . . . . . . . . . . .. . " • • . . . . .. . . .. .. . . . . .. . .. ..... .. . ,. .. .. . . . . . . . . . .. . . 0 ' . .... :: ..: ::,....: .. . . . • . . . . . . .. . . . . .... ... ... . . . . . . .. .• . .. . . . . . . ,. ... ......• .. ..... ... :..... . .................. ....... . . , . • . ..........._............ ..........• . ........ .... . .:... . .........„... . . , .. . . ... : . .. ........: ....... .... .. . .. .... . .:.: . .. • . • • z 1 ........„ ....,.: . ,. . ...i..„ . . . •. • : . . . • : . • . . . .. . . .. , . . . • . . . ........ ., ...• . .... .. . . . .... . ... • .....:. .• , ...: .... NOTES: . . ..... ........... : .„ .. ....... ,...,.. .... ,. ........ . ... ... ..... a-. :.•:. : : . . . .• - . • . . • • . .. : . : .• • . • •• • . . . • . . : . . • .. . - • • . . . . , 1. WATER METER AND BACKFLOW PREVENTION -,. .......: .. . ••• •...,.,...• • • „ ..... . .„.. .,....• ....• . • •-• • • . . • • .. . • :: •-••• ..•-• .....- . ..... 0 1.,. ... ..• . :: :. -- ..-- .. ,,,.._ •..,.,.. .. , . . . . . ASSEMBLY SHALL BE AS SPECIFIED IN CITY OF .... -. -.. .• .. ,• . I--_,„, I ' -,..- : ' :: .. ......:- .. . • • : ...• .... .. ....• : : . . . . . .. . ::-..---..: •••••.:„.:::::-. ; . .. . . . . TIGARD STANDARD DWG NO 554 ON DWG 000-GC7007..... . .. ..„..,„. : •••• .• .... . ... '..k. .. .. : . .. .... .• .. . . • AND SHALL BE INSULATED AND HEAT TRACED IN • •. .,...... • .• ,•..._.•. • , ' :•*••:•• . . - - I .:: .1...'. .: ........- .......-- ' •-•• • . .. .. .... -.........:... . ... .• ..,:::::::. :: . . •-..:,.. : ACCORDANCE W/ SPEC 15500 & t5145. CONTRACTOR . . , • . . ' . - . . . .. • . . . . ., .. .. ....-:.: :::::::::::::: . "'•:•••••••:-:•-• ••• .. •:::-..... SHALL COORDINATE WI ELEC ENGINEER. BACKFLOW .• I ..., .. . . ., ' , _ ........!..T :: ::: . : : .. . .. . • • . •:•••,...i.:.„.. , . ••••••••.:•::- : PREVENTION ASSEMBLY SHALL BE CONBRACO SERIES 40-200, .• •••••••• - ..,... :::. . • • : TYPE "REDUCED PRESSURE BACKFLOW PREVENTER" . •:........17:, - - , . .... „.: . : . ••:.,-...: . , • .. _____ _ ,., ____ _ _ _ _ _.,._ .,.„ _ _ _ . .• • • . • . .. ... I , • . .• .„.... . . . .. .. . 2" DG (32) .1. SS-14 :.„ . : .. . •. . „... „.,.....- ..•::••::::. -..:„."...„.., .:.:....‘ „ .. .. ....... ........: .. .••...:... , . , . • . ... •........... 1-....)0 .1:::: : • - • .. . . . . -..,:„ •.. . .. .•''. • . : • • • 2. NEW SS MH (SS-14) SHALL BE INSTALL ON TOP OF -.•-• ... . I ........ DG CONDENSATE DRAIN ___;•_••,7'—'7.7:- •:-..: :: SEE NOTE 2 . • .. : : .*. • ::••• -. ...- ... •• •• -•-• . ::„..:-....... • ,:•.,.....":. .• . . . .. . 12.1.1..SD PIPE. EX SD-PIPE UPSTREAM OF THE NEW IVIH ...,.....• --•• .•.•,.••.. - • , „ • • . • . • .. . . .• .• '' C •• VAULT, SEE DWG 750-M-003 / ,,. •. • • .. .. . . . .. . • . . -::::-.:,..:. .. .. SHALL BE RECONNECTED WITH THE NEW MH. THE EX SD .... ..: : : . .. • - . 0) 1 :: . . : . .. . . . :::::-....... .......... -1? • .• •• •::::....::: -. .... „ • PIPE DOWNSTREAM OF THE NEW MH SHALL BE CAPPED . . *. . . . ..... .. .• • . . . . • , . .to••..:E ; .••••:,,:::::::,-, • :::. •••.., ••.• . : .. : ... .. . . . .. . AS 8HOWN. A NEW 12" SS SHALL BE INSTALLED BETWEEN • Nt, .....,,,..:••:...:::,::::::„..., „ : • .• . ........... c:. ....' RELOCATE E)( 12"•PN/C .......-•••••-. •••.,•': .. -••••••••-••••-•••• :'-• "-:-... .•:...--**----',:c...-..1:1, :::::::••••••••• ."::•••••-:::".1'...'••.:....•••.........:.1: .11 ".......*--...,--•,...•••••:::::::•••:..." •• .. .. ,.......: .•' .• 2 I :-.••:••.:•• ::•:-••••..•i:-..„...:.: •••••:.......: .:::::::::::•:::,....:....:••••::: . .•:' AS REQUIREa:AFTER .....--- . .. . . • .. ••••• ..T.HE. NEW MH AND THE EX SS MH AS SHOWN. ' . ..: . : .•• . „ • . . .... 0 .- :: . . .. •..., .,•••:: ...•........ . I CONSTRUCTION .: ••::•••.-.•- • ....... ::::::::::......... :::::.;:',...::: :•:-.,'•.::.••••'''.::::.....•.:::::::...j.:,-•:::. . '''... •:...• ..„.... • ---; - .OF • . • . •••.'%•:.•-• . ::!":• . . • -------. .. - .• -;-•.• • :•,,. • - . .,-:. . •,..„:„...„.:.,,.....,::: . ••••.:,, ... •••. .: --.. .f...,,,,. ....,:::::::::-....,,,...•.:: ..... • - : .. . .• ...........,. . . . .. . . . ... . . . ... . . cn . •• •• .. , • ... ....... 1 .......•••••-••••-••••••••*-... .••. -: : .,...........,......‘......., DG DRAIN VAULT 2" SS (32) : . .. ..• • . . . . ... 0 I 12" SS ( 7) : .. . .. . • . . ......- - . • . . i..) I :::.::::... •- .........":-......., - . , . - • .: . •. . . . . . . • • ..". .. ......„... ... ,: . . ' •. c - - 0 - - — - - - - - - - - —fr.- - - _ _ _ _ _ __:' _ :.,,. .. ..T., _ .. _.-. _ _ I _ _ :. _ _' •• •:-:_.. _ _ '- - - - • ,...'....... ..... :.:„...,••••••• ... .. 0) a ... 2: - - ...... .., .• "- co ;.. :.',.., •:.:-.."%,•::--.••:,': -:::: ::::.•"*". .••••:-..•,-:".•..:-..".• %-•-.:,I..•.-" , • • . • • • . --..... .- P) 1 ...-••- .. .. ..... ... . . ,... ....,.......... -•-... .s',*:••••• •„: .:,. • ... . . .. ....::::.••:- •-' ..:.i':-:: ,..'.':',i...-.•••• .'::: •.' :•.:-:. •:•;...: '.. . 2.2.--.... • : •••••":,.:.:...;:: -• ..... . .. ......,.... .. .::......„ ..: .. . :::::.••-•.::::....... :-. ••.•• 0- I . ... .. .. -. . ••• : • . 2 :* , . . ..:::.... . .•. ......:.•• .................. .:••i .'" • • .•'•::. - ' ....• • • ••••': •'••: ••:I• ..,.. :...• : . .• I . - ELEC....-. .., • .: •••••••.:-......•-• •••••••••••-:.::::: .::: ., ..,......:: • . : •..... ... , . . A" I \- NEW ELEC ....•-• . . . • ' • . ... f...,........ .... •••::. :::......: ,- :: .. .: ............ .......••:„. . . .. . • .•_a .. , . ..•::.... '' .n ,,•••' I MANHOLE •-• . . • • 1-a3LLE..C.. )1TE : . ...: „•••• • . /...•:...- ....•-•:.: ea . ' '......:. ii r'..".."•.1... ....i........":: .....1'.'•••••':i::: :''.......:i.:.•......;:...;::•.•-:::::::?..1:-........i.•iii::::Ii.' • • -......'- • . . .. U. .,..•.--. .. ' ... ..... • ... . ..• .. , • •••:. . El I PLAN 000- -004,, :".. • . ::: :•: . : : . . I :::::::' ,:•• :•.• . _•...- . . .: .• . .. .. . . ..........„ ......• .•• g I .. • . • • • . . . . . . . . . .. , .,...,..... •...... .............,... ... •.... .• . . . .. . .„. • . . . . . . . • • ... . .. .. . . . . . . . . .•••••: ..••• ......: ....• ••• ••• 9 . .. . . . ...... .. . -. .. . • : • . . . :::. ::-.::::::.::: .,.. ::-.--•:-..:::::::...,•:: :::::..::: . . . . . . - . • • • • . . . . •: , .... ......• ...... ../ . .• . . 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REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 • ♦' co • NOTES ' •.- • . • -' . - . 1. THE SHORING SYSTEM AND EDUCTOR DEWATERING SYSTEM FOR THE IPS AND ISB cil .. ...••...... OM "PO T A" I N 0 CH FR IN , SHALL EXTEND FOR 170 FT ON EACH SID p �,� ACCORDANCE WITH THE REQUIREMENTS OF THE GBR. oc 42" FM .' ONTi L 2. THE SHORING SYSTEM AND EDUCTOR DEWATERING SYSTEM FOR THE IPS AND ISB „ FM ♦ ' •• Qp RETAINING SHALL EXTEND FOR 90 FT ON EACH SIDE OF THE TRENCH FROM "POINT A", iN • �'...... WALL (TYP) :' BIt 'P:ILT R: CCORDANCE WITH THE QUI •• A RE REMENTS OF THE GBR. ai • . co c _ • • •• ■ Or - a,,,,. -qi-• 411141t0111111.4.. • 1111141111111.11111111S. i .. maim 1111111M11111111 M111111111111111 almons,„„,„.. 1 . . - 'al* -41%.*: 61.,waiii • ;w4ikt • MEI .000-C-053 • • . • . . S - . 1E1 - m . mean Amor .. • • - ilill ill INI • c......rtz:::1:: •• - .. • ... .. . . ... . . 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ISB . ; �- - - .• • ■ = • f� i i V ■ •iii i i iii i CD iii•u.l POINT A i • • ■ Q. • .."Alik 44 1OO_C-O513 i.�' 4 Q1 !.. �._ Se` iiii■ a. : iai ,t► j r N ::. r **4*... v 84" RS • ■ 141.1"..."'6a" RS -�•_ F-- ' ,iiiii ii`iii ' i i i ■ ii' ii co ▪ > ■ 1:! iii:'` V , ■ ii ii �� PRQF�rS can • ' • iii. iii p IN88 `D • . i `'.. .: , i.i ,i ' 74902P r'` ■ •_ (L ■ - • *,* 4*. ii ■ ■ • ■ ■ I 1 i�� - • - - - - - - - - - - - • �� - - - ■ �� • • e s - s ��!- i� �� • - - .r. ' - • i 1 E • •i �- tir �rrrrr - - •' i �� - �� • • • c�� 20 ? 13, MATC H L I N E 000-C-050 B 'SAN K P' ,n EXPIRES: 6-30-05 r- 0 SCALE WARNING SUBMITTED BY § 0 � 1 DESIGNED K KAI `�� CIVIL SHEET OF 1 — (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: �� DURHAM FACILITY DWG: OOQ-C-050A Z 1"=20' IF THIS BAR DOES DRAWN K KAI C1eanWater Services PHASE 4 EXPANSION EXCAVATION PLAN-'I o NOT MEASURE 1 SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. 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II : . • APPROXIMATE WETLAND . ... • : .. . • • . ,. . , . • . t: . . • BOUNDARY :.,... . .. ..• , • . :.. : • . .. . „ . .. .. • : . . . . / • . .. . . . ......„ . , . . .. .: • , . • I . . - • • ". ... .. 114H-1 .• ; . . . ...„ : . : • •. . • : . . . . .• .. :• ..' : . ... • • : .• . . .• . . . . . . . •.... . ....,. .• . . , . . . . „ . . , • • •• . . . . .., .. . .• . . • . : • . .. . .. .: ... .• . . . . . . .. .. •• . , • . . . . . . ., • •. • . • .. .. ,...,.. . : . .•... . • •.: . . •. / . . .„ •• : ,. _..... \\ ,.. . .. . . . .. ,... • •, . . .. . . , ....j. . : • . • . . . . -....... : : . .. . • : • . •. • . • . . .. . ...., . . . .. .:-::.i• . . .': . ' - : . . I .' I ... /1....*'.111/11T OF CONSTRUCTION ■•!,, : •• / . • • ..• . : : .: : .• -....-:: .: .: i. . :.:-. .*: ) . . . . _ • "R . . .• 1 ..* .• •• . ACTIVITY WITHIN WETLAND : .. . ... •., . . . . . 1 .• ......•••.„.. :.. . : .: .. • .. .. : , • .. . . „ . . . . . . . . . . 8 . : ..: . II . . ' • :•-•*::-.:::,••• :. .:. • . • BOUNDARY FOR 84” RS, - SEE NOTE 1 ON DWG 000-G-004 -.• -,.. • . ... --..* •• •::: • : c..) I . • •..:. • . . •. : . . . . . : - . • • : . 0 • : .• I .. . .• . : . . . • . :: , .. 0 . . • . . : : :::: i•-• . o I I • . : . . . . . .. . „. . : • . . . Cl) I I .• . . • . . . • . : • : : a. 1 , I .• • . - . ... . . • . . . . .. . . . . .• . • .. . . • . . ..... . . • .. : .: :• ,•• .:. : .,:-. : 1, • . : • .. „ . . . . • . . ... . : .. :.. ... . . . . N • . .• . . .. .: . ., . • : • . :..„. . • • • „ c 1 . • ., . : • : . • • . : . : : . :::: „• „ : co . • . : . . . . . . • : . - : : . .. :. .. . . .. . ..:. . .0- • . . : . ... .. „ . ,,:il. ....•:.•:.'„ • ': :-„i.-.:::.„"::.::...„ .:::•?•:. .:„:„.„.....'t ....:... .‘ ..- MAXIMUM QF.:: •-• ...-:::•'... - ::::: :::::::. 8 . . .• ••• . • ; : . .• . . . ,-- , .... ______ . ..: . • • : : .:-.. . . .. ........ . .. .... . „. . . . . . . . . . . ... ....-.: . ExcAvAi(2. 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' - ' . 1 .. . :„.„. : 1. •:,•-THE SHORING SYSTEM AND EDUCTOR DEWATERING SYSTEM FOR THE IPS AND ISB • - - __ . •••• . .- .• . . . .• • • : • • . a . •• • . . .• • - .-• . . . . . u) • . ••• , .:. .,•: ,I I -; I .• .• . • : • ....-- -.•- SHALL EXTEND FOR 170 FT ON EACH SIDE OF THE TRENCH FROM "POINT A", IN 1 . • . ,_ • . : . . : . , • . . . : .• .. ACCORDANCE WITH THE REQUIREMENTS OF THE GBR. . - : . . . . : . / .. ...• . .. . .. . .• - : ... ... .: .• . . • . • - • „ : . .• . . . . . - • _ : , . . . • • ,.. . I • .. _ . • : : a I ' I .• • . . - • 2. THE SHORING SYSTEM AND EDUCTOR DEWATERING SYSTEM FOR THE IPS AND ISB ...,... : . • :. • . . • ••• • • as 1 I . .• . . . - . . as I .:pi, II . . .• : .: SHAL,LEXTEND FOR 90.FT ON EACH SIDE OF THE TRENCH FROM "POINT A7;•IN -,_ : .. ... . . . . ..„ . . . . . . . . ..„ . . ... . . . . . c.) . - 4# a . • . . ...„. ..: . , 1-6 1 .• • , I .: •-; . . : • • ACCORDANCE WITH THE REQUIREMENTS OF THE GBR.: - —,_,.. • • • : .. ...•.. . . ,.• • • • •• • • • • ::::::: ••••••••••• • -* r ... . . 0 . . .. . • . • / - • „: . . . . ... . ::. • .: .:. . . („%9 PRof 0 . MH 11722 . .., • • • .. . . . • ____ _ . .: • • . . *t_T • 1 .' . • • „ . . . . 3. THE SHORING SYSTEM AND EDUCTOR DEWATERING SYSTEM FOR 11/1H 1 ...,_ • . : , . : . ... ; . . • . . . , . . • SHALL EXTEND FOR 120 FT ON EACH SIDE OF THE TRENCH FROM "POINT B", IN • ,_ .... ..• . • • . .. ... . . . . . . . . . . . .. . . . . . . .. . . ...... . , . ..• ..• • ..: :.. :,...:,. ... ,. ::. •:•••• - • ..- •• • 0 1 ,P...., c„.. 414 1.7414. 1 . 1 • .. . ..... .........- . • • • .. ...• ----...... . .- :• . / ; " ., :: •• .• - . .. .. . . .. . . . , ki..., .,•• .: ACCORDANCE WITH THE REQUIREMENTS OF THE GBR. . :- . : : • : . : . . . . . .. . . -: • g 74902P r--- hi .. • . • •• - . ,. ... : . . . . . . . .. . . . • . • . . . ... . • - -- . .■ 4 . LE . .• „. , . . . .... . ..• : . . . ... • • .„. . • . . • . . r , -.: • : :-• : : . . . : . . . • . , . • .• . -: -: .• '.• .• . . . " Lke"OREGO , N.)‘.•.;.. f.,Z4 • • . • . • . . . . .•.: .. . . . .. . . . . . . . . • .. ' . . ,....,.. . . . ,• ., . . - 4Z 1,31V ..-. . .• .• i,,: * • : ... . . . . . . :. ' ..... „ . • • . .-..- . . . • „ . . , . . : . . . . • . • . : : . • . . le:1N KN\ • . . . ......- . . . . ',. - ..:..... ..••:,. . y.H • .• . • • - : • . . • . . ..:* .• . .• . .. . • .'' . .. *--',„ :: . .:, . :'.. : . . . . . . . . . . . . • . . . lx.) EXPIRES: 6-30-05 1.r) o . SCALE WARNING SUBMITTED BY CIVIL SHEET: OF cvs -444., u.) 0 1•4 I DESIGNED K KAI ( ) ) M VV DURHAM FACILITY DWG: 000-C-050B - 6 tiiiiE!!!!5 ■■1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE H IN ASSOCIATION WITH: z 1"=20' IF THIS BAR DOES DRAWN K KAI EXCAVATION PLAN-2 .a CleanWater Services PHASE 4 EXPANSION o NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 11-APR-2005 --, THEN DRAWING IS Our commitment is clear. , REV DATE BY DESCRIPTION NOT TO SCALE CHECKED D HATTERSLEY (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 , a) CI Co r 0 O N th 180 180 — : : _ co c : — 5 . . a — - 17Q - 170 >: TYPE 3 BACKFILL - { ABOVE FM • 1so FINISH 1'-0" MIN (TYP) _ . GRADE • EXIST - GRADE • 50 :::: 150 .:.::... ...:: • 140 �! �� *Mb 140• .: 42 , :.,. . . . .. .. . : :, .., .:..1,,,:, . :.....-:.............::.........>:. . . . - :.:....:... .rr�� FINISH GRADE .:: __ • 6 —... ....... ... - I S _ -- - --. O; : SLEEVE COUPLING W/ _ HARNESS SETS (TYP OF ) . .EXIST GRAD �• N E TY 4) . ... . • 130 : . :::: :»: 130 _ _ _ - -- -- -- - - - o 10r_Orr CLSM FROM ,� • ,• PIPE BOTTOM TO i 0. . . . . :.:.::.:::> E PRINGLINE. .. ......... .... . ...„ .:>:::::::::::> ::::: ::: :: .: ::>: :::: »>:.;:.: :<:< :::::>::;.::::;; :.,:. PIP S ■ .-_. _ _.... ....._ _ .... . ' PS „..... .. . 5' 0" MIN..:,:iii:., - .i, • .• • .• • OR EQUAL -/ / 120 r 120 T EX N WID O C , ri 84" RS W/ 10' CLSM 20r_ Orr r• •:. ., 1.5 FROM PIPE BOTTOM :..:.. :....• TO PIPE SPRINGLINE rr - : o ■ — fi0 FM , ••� - 110 . : ; TYP 3 BACKFILL ol._/ o . ::.:;>: ::::>::01 110/ 7 110 r. . . 46.0.1. / /� E R }10._0" ii / / 4NT<,// Q QQ EXCAVATION SEE -•Og":'5.:;> O •� GBR DWG, GBR-8•:.,...:......._.. ..............„.... %•..•.....„.............:.. ... .. . . :: . . •. •2 72 R - O° O° O SEE NOT E 1 _ rAll 100 IWAVAII. • 100 •::::..::.:. - o • (:)(Drp Q - 1 � � Oo 000 0 qti' • �1 ' a a •;V v Q y q v o Q . .... 0 Q • • Mi. .... ............„.....••••••••••••••••••- . 90 - 60 RS • p ;- ::: .:: err..�r.►..N�Ir�r .��AN�M►NIr� �r�ir o O v/ O• ..).....:.::..:...::.. 90 •_ 1 c.:••••• • :1.:::: :i• . . • .:::: - ,:.: .• ... •-, ... . ir •4. �� - --- - - -�� CLSM FROM PIPE I!;o .&oiiP>:o• � . ' O O I BOTTOM TO PIPE PIPE BEDDING Q 001 _o Q!r . O oQ O O INGLINE (TYP) ( O Q O QQ O _80 60" RS W/ 10' CLSM 1 -p MIN (TYP) p QQ 0....°Q 1...._--__o 0-(1 -0.-o _ ___ o ,•� 8Q -p _ FROM PIPE BOTTOM TO CR HED R K W RKING MAT I Q Q 1 TR CTURAL _us ac o �,�, O7Th&'ThflVTh O p op Q �) STRUCTURAL PIPE SPRINGLINE (TYPE 2) UNDER STRUCTURE BACKFILL SHALL BE PLACED .. • o WING WALL TYP � - 2r_Orr MIN (TYP) � ° 0°U0Q0:00U00° : �-• ` Q p o � I ( } - _ ( ) AGAINST UNDISTURBED _ 0 . . �� o © EARTH, SEE EARTHWORK • O 01° .i O O - : . .: oO O �:qzç Oo cn _ o o �► • I _ / . : IMPORTED SELECT _ a. 70 SPEC 02200 (TYP) •. O : GRANULAR BACKFILL 70 off . . '> — o : . .• O ■O (TYPE 3} — Orly."'®► Q_ li► • '1� aao� •I� . `' rir AA��' " '. iai►® '' ''' rein '"i►" 'ivir Irir iv . g'. Apr iripri►i►irtr' . ' . for Iv ∎��1 — CU6:a. 60 N 60 1 _ CRUSHED ROCK WORKING MAT - : - (TYPE 2) UNDER STRUCTURE _ Li. — 2-0 MIN (TYP) _ E 50 7 J I I i i i i i i i i i 50 2 1 8 • 0+00 1+00 2+00 3+00 co ?l LEGEND: NOTES: cI ) UL/ IMPORTED SELECT 1. IF THE EXCAVATION EXTENDS FROM 5"-O" WIDTH AS SHOWN, BUT NOT EXCEEDING MAXIMUM LIMIT OF EXCAVATION, THE CONTRACTOR SHALL a 0 Q 010rDA GRANULAR BACKFILL BACKFILL FROM EXCAVATION DEPTH TO UNDERSIDE OF FORCE MAINS BEDDING (SEE DWG 000-C-053) WITH IMPORTED SELECT GRANULAR v '~1 (TYPE 3) BACKFILL (TYPE 3). THE TOP SURFACE OF THE BACKFILL SHALL BE PLACED HORIZONTALLY ACROSS THE ENTIRE NORTH SIDE OF THE PUMP STATION. SECTION I A 2. FOR THE EAST RETAINING WALL, THE BACKFILLALONG THE ENTIRE WALL SHALL BE TYPE 3 EXTENDING FROM THE BACK OF THE WALL a. CONTROLLED LOW 000-C-050 PERPENDICULAR,A HORIZONTAL DISTANCE OF 20 FEET BEHIND THE WALL, AND SHALL EXTEND FROM THE BOTTOM OF THE WALL FOUNDATION 3 o V- v o , STRENGTH MATERIAL (CLSM) ' TO THE TOP OF THE WALL. z - • v i . (TYPE 8) 3. AT THE NORTHEAST AND NORTHWEST CORNERS OF THE PUMP STATION, THE TYPE 3 BACKFILL SHALL WRAPAROUND THE CORNERS TOWARD THE SOUTH,A HORIZONTAL DISTANCE OF 10 FEET,AT THE ELEVATION OF THE BOTTOM OF THE RETAINING WALL FOUNDATIONS. CO PROP / SELECT NATIVE MATERIAL FROM THE END OF THE WRAPAROUND POINT, THE TYPE 3 BACKFILL SHALL EXTEND DOWN TO THE BOTTOM OF THE EXCAVATION ON A .� ,GIs._ A (TYPE 6) 1 H:1V SLOPE. ct 74902P r—' 4. UNDER THE INFLUENT CONDUIT (BOX STRUCTURE AND RS PIPES), THE TYPE 3 BACKFILL SHALL BE PLACED HORIZONTALLY,A DISTANCE ' � i� , OF 5 FEET OUTSIDE THE EDGE FOOTPRINT OF THE BOX FOUNDATION AND FROM A VERTICAL PROJECTION DOWN FROM THE PIPE SPRING �,mum , .,,,,,1 CRUSHED ROCK LINES. FROM THIS POINT, THE TYPE 3 BACKFILL SHALL EXTEND DOWN TO THE BOTTOM OF THE EXCAVATION ON A 1 H:1 V SLOPE. 4p 13,2 Pr A WORKING MAT PAN KP` ��♦��1 (TYPE 2) ti- Lo EXPIRES: 6-30-05 O SCALE WARNING SUBMITTED BY SHEET: OF 0 X 1 DESIGNED K KAIji- CIVIL I — i DURHAM FACILITY DWG: 000-C-051 z H: 1"=10' IF THIS BAR DOES K KAI (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: C1eanWater erviceS EXCAVATION SECTION-1 - V. 1"=10' NOT MEASURE 1" DRAWN SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. PHASE 4 EXPANSION DATE: 11-APR-2005 THEN DRAINING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 0 0 . LI) u) 0 0 N 180 180 iii _ _ • O . - - 170 170 160 -- 160 — — . — 150 150 • - : EXIST GRADE - 140 _ EXIST GRADE 140 • •- FINISH GRADE _ _ _ 130 _ :;..:: ::; .....:.:..:::.:...::::..: , ., ...: .;.:.:.,,:...,::: . . , .:: ..::::<:::.;: . FINISH GRADE • • 5'-O" MIN OR EQUAL TO IPS - EXCAVATION WIDTH, 120 SEE NOTE 1 (TYP) 120• / — — /1. ... / 110 - 110• • 20'-0" .. t. .... : : • . 1 • 100 N ,t 100• / . SELECT NATIVE .. . . ' • ,7 : MATERIAL(TYPE:6) - 90 : : 90• : : - EXCAVATION SEE OF _ LEGEND.• •- GBR DWG, GBR-8 :::::::::::.:..:...::..:.::,: �/ _ SEE NOTE 2 : . _ ) ( ��(�(� IMPORTED SELECT•80 80 p p GRANULAR BACKFILL• / - - : • : . (TYPE 3) •- I . Y . CONTROLLED LOW•/ - - a - 1 STRENGTH MATERIAL (CLSM) 70 � ' l �'�' 91.0,1•71:402 �' 4.4 �' 70 a . 9 e (TYPE 8) N `::: E f . r ♦ r r r ♦ r v r r r r :: g _ WORKING MAT SHALL BE PLACED : . _ / SELECT NATIVE MATERIAL 0 00 _ AGAINST UNDISTURBED EARTH, CRUSHED ROCK WORKING MAT _ / (TYPE 6) a 60 SEE EARTHWORK SPEC 02200 (TYP) (TYPE:72) UNDER STRUCTURE : 60 — 2 oIr'M ft(TY-) _ •C I I CRUSHED ROCK -43 I..♦♦� WORKING MAT•6 — _ �*i.. ■ (TYPE 2) a 50 I I I i i I i I 50 1 u. 0+00 1+00 2+00 E co'IC N V N to SECTION I B :I 000-C-050 a) U F t NOTES: Rte PROT • z 1. IF EXCAVATION EXTENDS FROM 5'-0" WIDTH AS SHOWN, BUT NOT EXCEEDING MAXIMUM LIMIT OF EXCAVATION, �v 4 8� V.- id THE CONTRACTOR SHALL BACKFILL FROM EXCAVATION DEPTH TO FINISH GRADE WITH SELECT NATIVE MATERIAL (TYPE 6) 749o2P q `- --• 2. MAXIMUM LIMIT OF EXCAVATION, SEE GBR DOCUMENT SECTION 4.0 (LIMIT IS GOVERNED BY NORTHERN EXCAVATION AS `'�i�' : . �o� DETAILED ON GBR DWG, GBR-8) p 13, irs r - • EXPIRES: 6-30-05 o SCALE WARNING SUBMITTED BY in 0 1 DESIGNED K. KAI � SHEET: OF ca) r- CIVIL o H: :::: (PROJECT MANAGER'S NAME) LICENSE NO. DATE DWG: 000-G-052 IN ASSOCIATION WITH:10 IF THIS BAR DOES p�o,WN K. KAI CleanWater Services _ SQUIERASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION EXCAVATION SECTION—2 DATE: 11-APR-2005 o NOT MEASURE 1 Qur commitment is clear. THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 ' N FINAL BACKFILL FINAL BACKFILL c WITH SELECT NATIVE WITH SELECT NATIVE o FINISH GRADE TYP TOPSOIL (TYPE 7) FINISH GRADE TOPSOIL (TYPE 7) N 12"-16" MOUNDING 12"-16" MOUNDING t EXIST GRADE (16"ALONG TRENCH EXIST GRADE (16 ALONG TRENCH �DEPTHS > 25') DEPTHS 25') 5' (TYP) 5' (TYP) r V —. • o '��/ � ' ' /� FINAL BACKFILL / r, N / WITH SELECT NATIVE N. o : N FINISH GRADE TOPSOIL (TYPE 7) N � 12"-16" MOUNDING NATIVE ../\x, SELECT NATIVE N SELECT N N\\/\ \ /( \ /�\ EE BACKFILL TRENCH \ MAX MAX / 5 (TYP) ZONE \ MAX MIN MAX / ZONE `,\ r 111-0" • T ' •��\ MIN N. / \. : • : . • • . . •• ,'� SELECT GRANULAR \ SELECT GRANULAR •. : a • •• :... .••. :.- i.- ••: .. .'-j BACKFILL (TYPE 3) / BACKFILL(TYPE 3) 1 • - ' T SELECT NATIVE N. A, BACKFILL MATERIAL (TYPE 6) `//\�// I . _72 4 ID_ :- _72 ID_ . • CLSM '`� BACKFILL TRENCH 24" 24" /�\% g-'SFN 8) •�Y \/� /� BEDDING FOR E 8) �� ,I,/�_ __ / ��_ ___ '_ BEDDING FOR \/ v � ►.ii �- y,, 6 �/��,►��`��-1,,, ��I.r�•�•••�••'rte ♦ PIPE 12" MIN \\ ' � �,� " +&•4I PIPE 12 MIN v \\ ,,�\' ° ,� \\/ a ∎ .. ..��'� •i4 i4 . .. ii►��iii�&•. \/�\ , -„ ,v/�-,� (TYPE 1} �... :�\� 12 /�\ �\ - - - _- - - - -. - - - - - -f, ,-/ ,, i (TYPE 1) \. - . . .• : - . . -• . . / MIN. ..- r----s- • TRENCH SELECT GRANULAR : ./; ' TRENCH BOTTOM BACKFILL (TYPE 3) BOTTOM•J .\'\/ye• / BEDDING FOR ++++++++++++�'V'..++++++S l PIPE 12” MIN ,\ - - (TYPE 1) SECTION I G SECTION C '' '' '" "< FOR 72" RS 000-C-050 FOR 60" & 84" RS qoo-c-o5p TRENCH I I BOTTOM SECTION I D FOR 60" & 84" RS 000-C-050 1 FINAL BACKFILL FINAL BACKFILL WITH SELECT NATIVE WITH SELECT NATIVE FINISH GRADE TOPSOIL (TYPE 7) FINISH GRADE TOPSOIL (TYPE 7) 12"-16" MOUNDING 12"-16" MOUNDING EXIST GRADE (16"ALONG TRENCH EXIST GRADE (16"ALONG TRENCH DEPTHS > 25') 5� DEPTHS > 25') 5' (TYP) c (TYP) U °o N / N / a. :t; SELECT NATIVE N. ,e�//\4 SELECT NATIVE N / MATERIAL (TYPE 6) N /j /4 MATERIAL(TYPE 6) \ 24" 12" /�\\y/�\//' 24" 12" 24" m BACKFILL TRENCH 24 24 BACKFILL TRENCH P:).-6 ZONE \ MAX MIN MAX ''� ZONE MAX MIN MAX z N> , 1 .. -__/ i , - . Z SELECT GRANULAR u.l BACKFILL (TYPE 3) , : • , .. .. .• . ^� 2 SELECT GRANULAR I : • - • . . ,.• 54 ID - : BACKFILL (TYPE 3) 54' ID . • - -E �_ `. _ 42' ID ,y -� _421 ID_ � / r 1 : . i 9) CLSM i \, . -i 8 (TYPE 8) _ ` /� 04- �i►..._ ___ ! BEDDING FOR ! \s,' _ ! BEDDING FOR n \\ .. PIPE 12 MIN \\>/:11L A.AL A*ALA.A.A�A..4 44�� i�iAl ∎ oh.�i��♦ PIPE 12" MIN / - , , , -, /v, (TYPE 1) / ,' , , , / , -, , / , t (TYPE 1)4 ii TRENCH TRENCH i BOTTOM BOTTOM U_ -6 v m 0 a 3 SECTION E ,SECTION F z N FOR 42" & 54" FM 000-C-050 FOR 42" & 54" FM 000-C-050 r- ! I 1 L__..............i U �� 4°I x e� S/D ,3 ' 74902P c-' ' 4 ii 41312' EXPIRES: 6-30-05 I.- Lt) SCALE WARNING SUBMITTED BY ' 0 X 1 DESIGNED K KAI �� CIVIL SHEET: OF o ~�—� (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� DURHAM FACILITY DWG: 000-C-053 NTS IF THIS BAR DOES K KAI DRAWN INASSOCIATIONWITH: C1ean �Tater erVlces PHASE 4 EXPANSION EXCAVATION SECTIONS-3 NOT MEASURE in StUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 11-APR-2005 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 / •--•• 0 N. e•-• .• L() 0 0 cs., m w LL 1 C") CS1 .. a) .1.. CU CI 0 E 160 - .. . .. . :: 1 .. . .. . . . .. . . .. .. . .• .. . .• .. .. .. • . . • . 160 . . i....... . . . . . . . . .• . . . .. .. . . . . . . . . . , . . . . „ . . . : . . ... .. . •. • . . . . t. .,:• .. . ,. . . . .. . . . .. .. . . . . . :‘,. . . . . . . . . . . . .. • . •.... co • i: • „ ,.. 1 . . . . . .• k z., • ..• .• . .• . . Z: ..ck ., .• . • .• .• .• z..• Z. ., .• . . . 3; . . : , : . .• .• . . • . . . k ., ., • . . i.... :•• . . .• , . . . . ., •: . . . i..,, . . :. , .. . , . . . .: .. • . . . a) ,... co) ......, i... HIGH POINT ELEV = 141.221 . . . m .. .. .. .. .. .. . .. .. . ,! . .. .. . .. .. .. ....,. .. . . .• .• . . . , . . .. . . . . • . . „: • . 3: .. .• . . •. . . k,„ HIGH POINT STA = 3+15.61 i „. — - -....---- --.::--- .........--PVISTA= 2+80.---' ----.....- i:-...----- ------- -----.... ------- — - — ------::- .--------- -------. ----..-- t. 1 . . . . . . .. .. • t . .. .. PVI ELEV = 142.00 . .. . . . . . . . . . • , • • • ,.. , . , : k k. Z‘,...,....,,... ''' '' % : AD —' 7 39 ,,, ;' :. „ K = 16:91 ,, ..„ ,, . . . . . . . . . . . . . ,-..„ . . :.„.. . . ‘„ . . . .. . . . . , . . . . . :. . . . . . .. . . . .. . . • . . . . • . •. . , I ::• . i i.:';' . :, . .1 .• . . • • • 125 00" VC I .., . . •, . . .. . . . . • Z. • . .• . 150 "---,"""--:"-""- """"""--""--"-- i:""""""-"""""----"---"--"--- L -""--""--"""----:"--""--"""-.:"-------""-"--""""-",:.-""""",","--"----"-""---,""+""-""""""""""""—ot ' . . ..,.._....................,„.......„._,,,,,..„.,„„. .„.„....,,, „,,... „ „. .?••. - -- - -- - - - 150 ,,..... . .. i: . ::i . i.: :., • . . . . .. .. .. .. . .. . . • k • 1 0 .• : . . . . .• . . . . .: . . . .. . . . . . . . . . ., . . . . . . . LOW POINT ELEV = 131.34 1 . • „„ . „ . „ . .. .: . . . . . . . . . . . . . . . . . ‘,. . . . . . . . . ,.. • ' " ''''' '' ......”....'" ...1."'...' ''''........' 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DATE IF THIS BAR DOES DRAWN B TAI ( ) M WH DURHAM FACILITY ACCESS ROAD TO IPS FROM 85TH AVE DWG: 000-C-060 IN ASSOCIATION WITH: 12 . V: 1”=4' CleanWater Services PHASE 4 EXPANSION PROFILE - "Al LINE” 0 NOT MEASURE 1” SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 —.) . THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 • 0 ti • in 0 0 N m W LL cry N N Co I= a.. 0 a • S PVI STA= 1+46.97 PVI ELEV = 157.29 A.D. = -2.94 K = 13.63 I 40.00' VC I I'''. o 150 150 LOW POINT ELEV = 149.57 cc�n aci r LOW POINT STA = 0+23.61 N. + "'cy)k PVI STA= 0+29 c� 1 = N W z PVI ELEV = 149.42 + co 0 y 1 fi7 > > V L ►�llf=PC.INT. tE' . A.D. = 8. , ■ w W W .\,.,au a LOW PO I N /STA = 1+32.63 1 fi0 K = 2.31 1 L� 160 PVI STA = 1+40 ........... �„� �,,,,, 20.00' VC > m ' :: PVI ELEV 130.20 r 1 :; A.D. — 4.69 , ...... :: :.. �.. 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DATE INASSOCIATION WITH: �� DURHAM FACILITY DWG: 000-0-061 V: 1"=4' IF THIS BAR DOES DRAWN B TAI CleanWater Services PHASE 4 EXPANSION & DIGESTER COMPLEX 2 NOT MEASURE 1 SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. PROFILE — "A2" LINE & "A3" LINE DATE: 23-FEB-2005 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 N. 0 0 N m W NOTES: N 1. SEE EARTHWORK SPECIFICATION SECTION 02200 FOR as EXCAVATION, BACKFILL,AND COMPACTION REQUIREMENT. "Al" LINE 0 o c a 2. SEE HORIZONTAL CONTROL AND PAVING PLAN FOR DIMENSIONS AND REQUIREMENTS. ROCK GARDEN ES ETW ETW ES (NATIVE ROCK & BOULDERS -BY OTHERS) 1' 12'-0" 12'-0" 0.1.04.1 -•• ►-, Y HIGH POINT EL I SEE PROFILE DWGS 4-; UNLESS NOTED co CONCRETE SHOULDER (TYP) OTHERWISE D _,.m 2% - 61 2°! am.- FINISHED . .. 3 MIN GRADE ,---- \,----.',\, ,‘ ,„• inn , , \:. . .._ . ...,.....-" `v ti y '`.`` 0 • •a� 7 -G 4 , ii s ,......./.7 �: .--) \ oP%,,,�,♦. •. ; `� ` . � , III I1i_,III \,.�,.\�,\�,�\ ' ; 4; ti 4 4„,". •.• ab ;. III_ _I I ,�. _. . .,›.�..��•..�� `�� k`:`�4 '''41 ',4 '• ��?��'� 2-#4 (TYP) BASE AGGREGATE (TYPE 4) s` ` k' `• & .4'' ( ) PERVIOUS CONCRETE ..,Li `•"`` ' dp PER SPEC 02466 ��~��` ``�"'�� (^J `� � 4"-10" NATIVE ROCK (BY OTHERS) vc.)r,c§ipAx-a' �'`0 ILL VOIDS W/ 1"-2" COBBLE BY OTHERS CONCRETE 12" I ( OTHERS) COMPACTED SUBGRADE C-902 I I 1 I 1=1117 SHOULDER (TYP) 3'-4' BOULDERS (BY OTHERS) OARSE DRAINROCK (TYPE 11) "R4" LINE PERVIOUS CONCRETE ROAD SECTION A 000-C-024 =1 . "R3" LINE FINISHED GRADE . v SEE GRADING 02.,.."1,.,„ , - PLANS !O. •7'. k* ,r •'t •r+Q4-., . ii "R2" LINE t` RETAINING WALL W/ PERFORATED o.. II. DRAIN PIPE AS SHOWN ON DWG "A2" LINE II 100-5-104 & 100-S-105 (TYP) • /vim / _ "R1" LINE ES ETW ETW ES 41-0" 1.1.11'a..1.4 12'_0« 10.4,•rr r- 011 12'-0h :awl•v °'r''`` ` ' GRASS SWALE HIGH POINT EL 0 �{* (HYDROSEED) SEE PROFILE DWGS �, �, /, // UNLESS NOTED 0 ii CONCRETE SHOULDER (TYP) OTHERWISE a g 0. •.•+ 0 3 MIN ROCK GARDEN ism 2�� 6'] 2% (BY OTHERS) I 2„ fli-SoC):): "ii)::,-,„..... - _ 1=1 II_� II_ „III III, , .III_IIIT/=I _ _ •.,� { LL 2-#4 TYP I ( � I ( � �-.--..-. � Li. (TYP) BASE AGGREGATE (TYPE 4) ; m \\\ PERVIOUS CONCRETE PER SPEC 02466 co 0 C-902 CONCRETE •� COMPACTED SUBGRADE SHOULDER (TYP) CI m a i co Q) PERVIOUS CONCRETE SECTION B � P oof�s . 000-C-024 mac. a I x i_ �4.1.1 Z 74902P 1— iz • • . f o/. 41' 13 1. to EXPIRES: 6-30-05 N. 0 SCALE WARNING SUBMITTED BY 1 DESIGNED B TAI CIVIL SHEET: OF I I (PROJECT MANAGER'S NAME) LICENSE NO. DATE -NN DURHAM FACILITY DWG: 000-0-063 IN ASSOCIATION CleanWat e r Services PHASE 4 EXPANON CIVIL SECTION DETAILS 1 o NOT TO SCALE INOT MEASUROEES DRAWN B TAI DATE: 23-FEB-2005 -' THEN DRAWING IS SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 6 „, F... O U, O N . wm U- cf) N ai o NOTES: 0 a. 1. SEE EARTHWORK SPECIFICATION SECTION 02200 FOR "Al” LINE EXCAVATION, BACKFILL,AND COMPACTION REQUIREMENT. i 2. SEE HORIZONTAL CONTROLAND PAVING PLAN FOR DIMENSIONS AND REQUIREMENTS. ES ETW ETW ES 1 4'-0" VARIES 1' 12'-0" 12'-0" 0.1.4.1 .••--. , � GRASS SWALE �, HIGH POINT EL m SEE PROFILE DWGS UNLESS NOTED CONCRETE SHOULDER (TYP) OTHERWISE As 41 4"] 2% FINISHED GRADE 3 MIN — - SEE PAVING 1 , , 3 MIN AND GRADING•3 MIN 'I ►' ., • , 12 _ • .• -' .� 1 PLANS 1 • ,2 2 ♦ 1 „ ,, -11 1 I • ...w .alti~11:_:1 1:�9t:---:1■:-i... �` ►` N- l►- `- `" �- .tl .l . x Ix Ilx. ._ 2- #4 (TYP) BASE AGGREGATE (TYPE 4) CONCRETE HYDROSEED ALL SWALE ASPHALT CONCRETE SHOULDER (TYP) C-902 AND DISTURBED GROUND PER SPEC 02460 COMPACTED SUBGRADE AC ROAD SECTION C VAR "Al" LINE c ES ETW ETW ES VARIES 1' 12'-0" 12'-0" '1' -. ■--. HIGH POINT EL SEE PROFILE DWGS NOTED CONCRETE SHOULDER (TYP) OTHERWISE O S 2% 4"] 2%21 0 3 MIN — """'i"- 15 1 ' 3 MIN FINISHED `r,� •• �• = . 4 '. $* -. 11 GRADE•U o O "11Y/W- -I ' .t.x i;Bi—:t1'._'.1 I! !itI_ 31. - rk.. N V:-.\* �7 �� `/,N- `' a Aiii — = = —x �x �� ti 2-#4 (TYP) 5 BASE AGGREGATE (TYPE 4) CONCRETE Al ASPHALT CONCRETE SHOULDER (TYP) C-902 PER SPEC 02460 r E al COMPACTED SUBGRADE rd �o I LL E tt° o ol AC ROAD SECTION D v us 000-C-022 j ii C Cu a) U a) (39 ,tQp pp rr 0 I N. t(�( 4 Z 74902P f c-' Cli . ' 4 v r 4Y 13, 0 EXPIRES: 6-30-05 N. -§Lt) SCALE WARNING SUBMITTED BY 0 14 1 DESIGNED B TAI V,- CIVIL SHEET: OF o ( (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY DWG: 000-C-064 z NOT TO SCALE IF THIS BAR DOES DRAWN B TAI 0 ) ) M W INASSOCIATIONWITH: CleanWater Services PHASE 4 EXPANSION CIVIL SECTION DETAILS 2 o NOT MEASURE 1 SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 „ \ , , t■ LO 0 0 Cil . M W L . C*) CV CU 0 5 0 NOTES: 1. SEE EARTHWORK SPECIFICATION SECTION 02200 FOR "A4” LINE EXCAVATION, BACKFILL,AND COMPACTION REQUIREMENT. c 2. SEE HORIZONTAL CONTROLAND PAVING PLAN FOR DIMENSIONS Ws AND REQUIREMENTS. .1 ETW ETW L.. 15'-0" -Li 15'-0" -0 0, . HIGH POINT EL SEE PROFILE DWGS UNLESS NOTED FINISHED GRADE OTHERWISE SEE PAVING AND GRADING 3 MIN 2% SAWCUT AND CONFORM PLANS C-134 1 I • . ....._ _.. .14"] 2% TO EX AC PAVMT (TYP) <s■•\, .t:.t . ......„_........ ./,. r ./,, /,„/, / • • -7 . . .: - . - - • ' 121 , -a. . , - • 0 - - -, , , f• .- 0 • A. , c,. . . . . -, . 1-111-1 I 1=-1 I . , 0 . 0 111=---III=1 I I. I r C 128 0 CURB & GUTTER 1.----- I I- . "- 1 1 1E-. -1111 1 I 1=1_1 l 1=1 I I -11 =- TYP 2 ASPHALT CONCRETE BASE AGGREGATE (TYPE 4) PER SPEC 02460 COMPACTED SUBGRADE AC ROAD SECTION E 000-C-020 , . "Al" LINE ES ETW ETW ES ROCK GARDEN Log (NATIVE ROCK & BOULDERS -BY OTHERS) 1' 12',-0" 12'-0" am......01;01 /---OTHERWISE H I GH POINT NT EL SEE PROFILE DWGS,..Q. : : . 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ASPHALT CONCRETE CONCRETE I ,(.. 1, ,t,, ,...,..t-e" P ,,i, • dlr.% 4"-10" NATIVE ROCK (BY OTHERS) PER SPEC 02460 SHOULDER (TYP) C-902 1. t ----, -ocx...) LP-1 ir c■°Li II L= ca FILL VOIDS W/ 1"-2" COBBLE BY OTHERS) u.1 n_ -id00 0 (irQ0.. r".- - i __H i=w=1H__ [12 j n9per-, - I II liniinilnli COMPACTED SUBGRADE % "-111-111-111=111_ 11' 314 BOULDERS BY OTHERS) A in COARSE DRAINROCK (TYPE 11) co e 0 (c) CD ,I 104) TEMPORARY AC ROAD SECTION F , 000-C-024 co 0 , , o a) ••••.. 2 ccSe PR Of 1.‘„, £ 74902P 1--- v , 6/. u) EXPIRES: 6-30-05 in SCALE WARNING SUBMITTED BY 0 16 1 DESIGNED B TAI --. CIVIL SHEET: OF 0 ) ) M W DURHAM FACILITY DWG: 000-C-065 z (PROJECT MANAGER'S NAME) LICENSE NO. DATE IF THIS BAR DOES DRAWN B TAI 111 IN ASSOCIATION WITH: ID NOT TO SCALE CleanWater Services PHASE 4 EXPANSION CIVIL SECTION DETAILS 3 o NOT MEASURE 1" -) SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. DATE: 23-FEB-2005 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 _ : iiiiiiimmummegatiouram,. 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EL 140.00 'w L 1111 I I I I ' I I I I I _ l '_ 17471IIIEL136.00 EL 135.00 0) -c! co c0 0 "R2" LINE f..) "RI" LINE b C 0) a .76 03 u.. El in MO liiiiip co t iii,,, EL 150.00 NOTES: .9_ cc) I ' I ' I I "R5" LINE co 1. FOR LOCATION OF THE RETAINING WALLS, SEE HORIZONTAL 0 I ' ' CONTROL AND PAVING DWGS 000-C-020 TO 000-C-028. 0, M c EL 145.00 co (i) I I I I I "R6" LINE 1-4 ii. o 0 0 PROP ..." 2 1::1 EL 140.00 1- / 4 hi 4 • I I I "R7" LINE PAIN K P\ Lo EXPIRES: 6-30-05 N. In SCALE WARNING SUBMITTED BY o --‘k, CIVIL SHEET: OF cl 0 0 % 1 DESIGNED B TAI er- 6 Iiii2n!iii (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) ) M VV H ---.\-N DURHAM FACILITY DWG: 000-C-066 IN ASSOCIATION WITH: z NOT TO SCALE IF THIS BAR DOES DRAWN B TAI CleanWater Services RETAINING WALL DETAILS PHASE 4 EXPANSION --) 0 NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. DATE: 23-FEB-2005 THEN DRAWING IS REV_ DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 . . . .4if P R P• E,.. HAUL ROUTE • 0 . N 60' FROM FENCE o a ACCESS W/ NEW <::::• �; CONSTRUCTION GATE' PRIMARY - -'...:.:::''''::'::-.:'s':..."......'-.:*: :. ....'..':'::::....i.:••:-.'...1.'.......'.'.::.'..:::.:•.'"::.*..**.'...:.‘.::'•:*..-.'..'•.'.....' ..' , . .. o �" r : ;.........:::::::..:.:.:.: CLARIFIER ;;::•°- 60' FROM FENCE -• - ■ 40 dir 01. 4 Ae r H EADWORKS EF:FL EN` :: ; :::<:, CHEMICAL All......11,1.1.1171 BUILDING •3:. STRUCTURE (HES) ' 0- 1: ., : •-•: SILT'•FE#11•C•E I . ::::::::::::::::::::. 1 ADDITIONAL ``. ,..-- ::: :>• . . ::::. : :.::: • ' .......... SO STAGING 0 ;:�• -- •; SILT FENCE. • 3 00 AREA ... FIs4Aci:1 00r .. -.......... ..,- :::-• ■ ',../ .;.' .i HEADWORKS PRIMARY CLARIFIER W/ MAXIMUM SIDE SLOPE OF 3:1 SEPTAGE RECE G:.;::,<>:.:;::: • :': ; 3 PRIMARY-INFLUENT FLOW•(SEE NOTE 2 FACILITY(BRF) :` :. . . SPLITTER STRUCTURE• :>'.:..::'.:.>.:':.:..>::: :. : ;.:' .: TO BE DEMOLISHED INFLUENT METER :.f.. :.:;:;.<;:.:. > '::: ..: .•SILT FENCE VAULT IMi� . ...;> i'-' : PRIMARY '. CLARIFIER 2•gjr SILT FEN E - .' • ,...'.-..--.....(i.*„.:'••••...........• :.....: •••••••••:-.:*••••••••• . G O :. NOT EXTEND INTO BUSH /FILL_ . AND TREE AL , G ROWTH AREA OS :�•- • : : �:. S ::: N TREE O OR BUSH CLEARING A ' :: :: .41/40 1,:i- : :::::••••• ': ii•---:f: •,•-: . * .. . . .....- • . •... TO BE UNDERTAKEN. : I - PRIMARY :: :::: • 0 FILL DISPOSAL : � OS .. . . CLARIFIER . ::'- AREA, STAGING & ::: 1 ; : lir,1.:Blol, PA RKING AREA •• �• - 11 ACCESS. CONT.RACTOR.SHALL MAINTAI-N:.•EX1' TING`-EMER EN Y .ACCESS :: I�,i 'I� : 0.4 ��'; :: :;. GATE./ hJD • USE AS ACCESS. CONTR�C3tR SHALL• �; ; : LEASE ECISTING LOCKS:AIU[� INSTA�:L:O/VN LOCK `•: : 1.:..., : _ -- :. T : : ,. . SILT FENCE CONSTRUCTION..FENCE TO PROTECT PEDESTRIANS . :::: ACC:.SS1NG•CITY`O-F TIGARD'S TRAIL SYSTEM ,..•:•,;;'•:.::::::•••err 1 ADMINISTRATION • 1 I :> : , .,•:••,•-•:•ii•:::. ,d 4_FIU.IPLEOSAL : . : ACCESS W/ NEW CONSTRUCTION GATEAND CULVERT .... ARE ,TACW ��..�,� .. • si 'ii DIGESTER ,.,I • c & PARKING AREA I :: •. COMPLEX :' '-. Nat ...------*********"--,.... ''••••• -••••" (.,' ,... Si ' i.' I ' -: ''': i'i• 1 •..... :..' .. - INLET`PROTECTION 0 co .II . TY • ' SHOP o : : cn a • NOTE:v� : .: •.....:.::: ' 1. CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITY WITHIN THESE BOUNDARIES. ii - ....... ODO- ROL I a : : :: •/� ..:.. :::.:. ... ..:.::.:. ;:::':.:......::<::.: A MAXIMUM WIDTH DT OF CHECK DAM .1 ;: H O 110 FEET IS ALLOWED FOR EXCAVATION AND SIDE CASTING / .... :: . :...,.: : : (SEE SPECIFICATION 01570). FOR MACHINERY, VEHICLE AND PIPE LAYING ACCESS :::;. : ;.:<..:. •. WITHIN THE WETLAND, THE CONTRACTOR SHALL NOT EXCAVATE OR CLEAR THE co <::< ...•:.. .. GROUND OF VEGETATION IN ACCORDANCE WITH CONDITION USE PERMIT. REFER a >::: .;;:. ALSO TO - - - - SW 5TH ._ :;: DRAWINGS 000 C 074 TO 000 C 078 AND• a� 1-1W : ' LANDSCAPING DRAWINGS 000-L-010 TO 000-L-017 EXTENSION.,..:iii g : INFLUENT . :, . �� BY a I PUMP ,�,�, ` ` ( EfS):: - I LIMIT OF 0 / OTH:' 2. SEE DRAWING 000 G-004 FOR ADDITIONAL INFORMATION REGARDING THIS AREA. EXCAVATION (IPS) 10 LI. (IPS) ' ...................................... UI C..- UR ELEVATION 26 (104 R FLOOD: LEVEL)• I'ft 9 SILT.,FENCE / INFLUENT 8 .:...: :: SPLITTER :; LEGEND• BOX (ISB) co . SILT FENCE : : m L .::.:>;:>: h SEE .DOTE-.' x x- SILT FENCE 60" RS ':.'''.•::.**** >: ;,_ 7.. . . i ;.: : ... PIPE :..:.:.; t •••::::::::........ .:::, :.:. ,.,::.::.:.:::............ . :..,:...:! o : CONTRACTOR'S FILL DISPOSAL, ° co :.::...:::•'+'`''. oo STAGING OR PARKING AREAS I .: . . .. :.* '.. '''. .,...• .,) :: EXIST PS ::`•-••„..--',...r.., i ....•-• . ,S3 ..../ „..-- •.:-.•,•:,....:-::-:-..,.■-••- .../11 - .. •.: .: :„. ...:„. .. .. o = 1 N ' .. :::::::':.,- . ' PROF• <:: NOTE: TOPSOIL T K PIL ::. ... TE. SS SOIUROCK C3 �, - SILT FENCE.:' :. ci, • • ::: STOCK ES AND EXCESS 3 - ':: ` > MATERIAL PILES SHALL BE COVERED WITH PLASTIC c� 74902P rte''-- ..- • MH -- WETLAND r SHEETING PER DETAIL 3, DWG 000-C-079.AND , ' 1 BOUNDARY SHALL HAVE RICE WATTLES PLACED AT THEIR TOE. �,,, o ,, , �- 90'-0'� 90' 0” [. � �.:,. ` I 1 1::::..:::: ........ ., • ,• LIM-It OF TOTAL - 4 y 1.3415 L DISTURBED AREA- 15.5 ACRES• WETLANDS :; '' ;:. EXCAVATION '`'AN K p,\ �` :•(MH'I) EXPIRES: 6-30-05 N... o SCALE WARNING SUBMITTED BY 0 1 DESIGNED C WHITTAKER � CIVIL SHEET: OF ° (PROJECT MANAGER'S NAME) LICENSE NO. DATE �'`� DURHAM FACILITY TEMPORARY DWG: 000-C-009 z _ 1"= 100' IF THIS BAR DOES DRAWN P HUNTER INASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION EROSION CONTROL PLAN o NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. CONTRACTOR'S WORK AREA DATE: 21-DEC-2004 REV DATE BY DESCRIPTION THEN DRAWING SCALE CHECKED J BERGEN ARCHITECTS ASSOCIATIVE INC (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 .,....,,...„... • ,'.......:•,..-i..„,..,....„.•.,„..,,,.. ..,•-. ' •:•'::::'•:•Ii.': : . • I WOMMIIIIIIIINNWIIII•X....1111•■ x, . . .• .../.„• .• ....• • ... x-.........-x........ ......,...: ..::::::' „..••••• .' .. ,. ....... ...,:.:: .. . . ..... .. ... .. •. . ... • . . • . ,,...... . . . .. 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INLET 2 •... i ...„ .• _L__'....: ::::. ..',„:' :,...4,-...._1 :::::: :::::: : :. , : . . . • .: ......r ...• , .. .--•••••••• .::. .:.......:.....,...::.:,••• ....::, ..:... ... ......„,.:.::::•:•.::::.,::::..:.•,....., ,.•••.- -••• .. PROTECTION 1 x 000-C-079 I „ x .- ,..i... .:. , . ...... , 1 .. :..• .-.- :.•• , .. . .• . , ... . : . .. .. . .. . • I 1 I I 1.------1 , ..-• ...•: .:. . .. .. : .. x ., :: INFLUENT . . . ' : SILT FENCE x LEO • . :.• ,....: - :: :: .... .. :: .•11.•'•••1 SPLITTER BOX ---- . AT THE COMPLETION, THE CONTRACTOR SHALL INSTALL TWO ROWS OF RICE WATTLES ON THE DOWN HILL SIDE (TYP) 000-C-078 L.-...............i I I , .. ..: 69- x :: .. .. .. .. OF THE DRY CREEK PER DETAIL 3 / C-078. 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I cc Sk,.,S N41 P R Of 40 '--.•., ....: . .. • .. : .. . •• .''''.--•,.....n I (a •--..., . . . + .' • ..---'... 2 ..., ---•-. .... . ., ._. .. . -- ..„ • .• .: • .: .• . : . ............._ --..... ....-,.......................\.........,...,....a a a::-• ..... -•.-. . .. - • 4/ Zns 4+4902-# #r-- te .•-- ---2.•:.• •• ••...„... •• -. ., 11 -...........,. to .,.. .. . ,. . : ........... .,, --•-. .:-- + : " - "" 4• .... . . Co . . .. . - .. . .. . .... .. • w , IL (-- mace o, ("/ % MATCHLINE 000-C-076 )-14.1- P'IN ,ø I', EXPIRES: 6-30-05 N. Lo o SCALE WARNING SUBMITTED BY cn ----.At CIVIL SHEET 70 OF 000 14 ,- 0 lii 1 DESIGNED C. WHITTAKER TEMPORARY b. . Iiii■Tni (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) DURHAM FACILIT1' DWG: 000-C-074 M INH IN ASSOCIATION WITH: EROSION CONTROL z In=20' IF THIS BAR DOES DRAWN P. HUNTER CleanWater Services PHASE 4 EXPANSION . o NOT MEASURE 1" SQUIER ASSOCIATES - ENSR INTERNATIONAL PLAN 5 DATE: 21-DEC-2004 , THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 fr . 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' . . - • .: . ..; .- .. i.•••:•.• '..•...:.:. :...•••'• iy, -2-..-• ,• ...:',::•••,....,,,,,:e,,,,,.-.........,,...:.,w .- .. • 4 Y 1 4 e" ' • I p N 7 it 1 4 i'*::::::.::.:':::'.••4ti:.s.::::.:',;'''',=,:.:#::;;;..:::: : •-•i .::.••• . ......„...... ....-...:•;-.. •-• :.4.,...',:-:::::.:::::,::•:4-::: ::.;;;:::;',:::,,,,::::•;';'.:3,..:*.;:::-/,::.::::::), EXPIRES: 6-30-05 ..,--........;.-,:::.....-.....:.," ........,-:: 2i... ..,,..,..., .........,.....,..-..........:::-....::::::.,............., • . • is) r•-• Lc) SCALE WARNING SUBMITTED BY- 0 , 01 ----,A),, CIVIL SHEET: 73 OF 000 Lz) 0 lii 1 DESIGNED C.WHITTAKER ( ( ) M VV H ---\---s* DURHAM FACILIni TEMPORARY DWG: 000—C-077 (PROJECT MANAGER'S NAME) LICENSE NO. DATE EROSION CONTROL IN ASSOCIATION WITH: z 1"=20' IF THIS BAR DOES DRAWN R HUNTER CleanWater Services PHASE 4 EXPANSION __ o NOT MEASURE in SQUIER ASSOCIATES— ENSR INTERNATIONAL PLAN 8 DATE: 21—DEC-2004 -3 THEN DRAWING IS Out commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES: JOINTS IN FILTER FABRIC SHALL BE SPLICED 2"x2" BY 14 Ga. WIRE OR 1. CONTRACTOR TO PROVIDE EROSION CONTROL PLAN PER CWS EROSION 6. SILT FENCE, RICE WATTLES, INTERCEPTOR DITCHES, TEMPORARY SEDIMENT AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT, IF STANDARD ft CONTROL REQUIREMENTS. POND AND OTHER EROSION CONTROL MEASURES SHALL BE INSTALLED EQUIVALENT TO ATTACH FABRIC TO POSTS. STRENGTH FABRIC USED te PRIOR TO BEGINNING ANY EARTH DISTURBING CONSTRUCTION ACTIVITIES. to m 2.THE IMPLEMENTATION OF THE TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN AND THE CONSTRUCTION, MAINTENANCE, 7. WATER CONTAINING SEDIMENT SHALL NOT BE DISCHARGED INTO ANY I I """""'!"EEE!EE■■ I°'I ■■■■■■■■■■■■■■■■■■■.■■■■ iiiii REPLACEMENT AND UPGRADING OF THESE TESC FACILITIES IS THE SURFACE WATER MANAGEMENT SYSTEM, WETLAND, STREAM OR POND I """""""""""" �••• •••••••••••■■■■■■■■■■■■ it RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL WORK IS COMPLETED WITHOUT FIRST PASSING THROUGH AN APPROVED SEDIMENT FILTERING I I .""""""""""" ....................... ::::: ■■■■■■■■■■■■■■■■■■■■■■ inv THROUGH THE NOTICE OF SUBSTANTIAL COMPLETION AND THROUGH ALL FACILITY OR DEVICE. """"""""""" • """"""""""' GEOTEXTILE FABRIC 1111i:111 11::11■■■■■■■■■■■■■■■■■■■■. Z I I ■■■■■■■■■■■■■■■■■■■■ ra PUNCH LIST WORK. PERMANENT CONTROL ■■■■■■■■■■■■■■■■■■■■ 11.11:: 1111;;� ° EROSION CONTROL MEASURES SHALL BE MAINTAINED AND AMENDED AS 1E!E!E!EEEEEEEEEE!!FACILITIES SHALL BE MAINTAINED BY CONTRACTOR FOR A PERIOD OF $. ( I ONE YEAR FOLLOWING CONSTRUCTION. NEEDED THROUGHOUT THE DURATION OF CONSTRUCTION. ■■"■■■■■■"""" °° a ■■■■■■■■■■■■■■■■■■ ILI ..11.11 ■■■■■■■■■■■■■■■■■ 1111111111111111111111111111111111111111111111111 .11i 3.THE BOUNDARIES OF THE CONSTRUCTION LIMITS SHOWN ON THE DRAWINGS 9. NO PERSON SHALL DRAG, DROP, TRACK OR OTHERWISE PLACE OR DEPOSIT, I I ::::000C:%:::%:: = —_ Eft ■■■■■.■■■■■.■■■ 11SHALL BE CLEARLY FLAGGED BY THE CONTRACTOR BY A CONTINUOUS OR PERMIT TO BE DEPOSITED MUD DIRT ROCK OR OTHER SUCH DEBRIS _ ■■■■■■■■■■■!■■:_ —_ _ 1=III=III= ..a. 0 LENGTH OF SURVEY TAPE PRIOR TO CONSTRUCTION. DURING THE UPON A PUBLIC STREET OR DEPOSITED, MUD, OF THE PUBLIC STORM DRAIN AND — — — — '�' 111=111=m—iii "' '11-111=I _ E CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CONSTRUCTION SURFACE WATER SYSTEM, INCLUDING NATURAL DRAINAGE SYSTEM, OR ANY I„- ,111;-,III„-,)II—,III,;,III11 111111111111 IIII� �III1�III—,I(( . III�III— rlsP11 E LIMITS SHALL BE PERMITTED. THE CONSTRUCTION LIMITS SHALL BE PART OF A PRIVATE STORM AND SURFACE WATER SYSTEM THAT DRAINS I I — =iii.. .-In(I $ MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. OR CONNECTS TO THE PUBLIC STORM DRAIN OR SURFACE WATER SYSTEM. I I 6' MAX. MINIMUM 4"x4" TRENCH to ANY DEPOSIT OF SUCH MATERIAL SHALL BE IMMEDIATELY REMOVED. I I POST, SPACING MAY BE INCREASED EN Ea 4.THE TESC FACILITIES SHOWN ON THE DRAWINGS ARE THE MINIMUM I TO 8' IF WIRE BACKING IS USED BACKFILL TRENCH WITH m REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE 10. NO MATERIAL SHALL BE WASHED OR FLUSHED INTO THE ROAD/STREET — NATIVE SOIL OR 3/4"-1.5” co CONSTRUCTION PERIOD, CONTRACTOR SHALL UPGRADE THESE TESC OR ANY PART OF THE STORM AND SURFACE WATER SYSTEM WITHOUT WASHED GRAVEL FACILITIES AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ACCOUNT EROSION CONTROL MEASURES INSTALLED AND APPROVED BY THE FOR CHANGING SITE CONDITIONS (E.G. RELOCATION OF DITCHES, RICE ENGINEER. STEEL FENCE POST WATTLES, SILT FENCES ETC.) IMPLEMENT WET WEATHER MEASURES NOTE: GROTEXTILE FABRIC FENCES SHALL BE BETWEEN OCTOBER 1 AND APRIL 30. 11. SLOPES THAT REMAIN BARE FOR LONGER THAN 14 DAYS SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE PROTECTED WITH STRAW MULCH OR EROSION CONTROL BLANKET. 5.THE TESC FACULTIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, SILT FENCE RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF TESC FACILITIES DURING IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2-INCHES. THE ENTIRE CONSTRUCTION PERIOD. NTS VAR INSTALL FIBER ROLL tt'MPS. \j' ALONG A LEVEL CONTOUR DEBRIS BAG WITH .y y . :_,: :,�..,::, AND 4' MIN. .,.�� ifi4 .��A” SURFACE AREA DETERMINED �, .� ''``''•''`''�'• -*, AT TOP OF WEIR I :•-iii,'.-Wi: •,. , REMOVEABLE -�:�-,4.1 c:�.�''' FLUME (TRAP) 1' MIN. OVERFLOW _ ±!'...:i•r4•••! • �' '`�'#�''�''� •�'•'''' CATCH - (HOPE PLASTIC BASIN OR FIBERGLASS) 11.11.,.- __ ,.- ,� —_ .:�:�,- FIRE ROLLS 1' MIN. :�+!.-.C�o..� ..r1k...op1•' '' .4,:,• �; _ ' : ••• :••; • •. • •• :'' •'•;c 1' MIN. C � ..-, ;,,;;: .• , • •• ,• • .'4 ts�1••.1111.,c;'�� :�:: �:�••�•...,, ... LEVEL BOTTOM f ,r) RIPRAP 11•.11,. *•,•,r�rr• ';•�.�:;,•,,r,.. .:�,• SPECIFIED EROSION .�•�rid+rt ryi�.it^i��. . � (TYPE 1) , ` :'.',•:.':';_::!If.-• CONTROL FABRIC 1 FLAT BOTTOM :, SA .` . . . • yi i,,irr i, i,.,, . -. 2:1 MAX. SLOPE : •:•<Vii!�•r�• •-�!� 2 -4 ROCK �^r ,:::::.•:.•:-. V� � N_:_ •,�,k,R 1111`i,� �...•.+..�•"'- �- ♦ I 3/4"-1.5" ` ,-,.. i I GEOTEXTILE 2p, *O'''s'i•••` I I I ' 'I 11 WASHED GRAVEL DISCHARGE TO STABILIZED NOTE= TRAP MAY BE FORMED BY BERM OR BY CONVEYANCE, OUTLET OR '�' �� ,—'( I I ( ( PARTIAL OR COMPLETE EXCAVATION LEVEL SPREADER M INSTALL FIBER ROLL ON - I—I ( 1' _7 SLOPE NEAR TRANSITION :1 I—Ill—Ill- z SUPPORT CROSS SECTION TO A STEEPER SLOPE F FRAME TOP VIEW 4" MAX ■ FIBER ROLL 8" DIA. MIN. 2' MIN. (GRATE NOT SHOWN) REMOVEABLE FLUME (TRAP) H /\\/\ \�,�\�l`C.�� (HOPE PLASTIC 6 MIN. •- ��/ // –� /\/\/ ',. OR FIBERGLASS) -1 1 I 111 1 I 1-111=1 I II 1' MIN. DEPTH OVERFLOW SPILLWAY 11 HI I HI IHII 1 12" MIN jj\� SUPPORT FRAME GRATE I 1 III III III III II III I I ( III 111- (4 SED)III I I ° °- 1II1! 11.QQUQQ 0� Q� aQ 0O D 91--- I 48 MAX. SPACING FILTER LINER • CG�O��Q�II�C>�� 1 INTERCEPTOR SWALE SUPPORT BASKET /©∎ �o �QQQL�©uc� C7Q�Cl� I -I ( ( , , , • , • ; • • • .• 1 MIN. DEPTH RICE WATTLES (SEE NOTE 3) NATIVE SOIL OR 1 • . • •• .• • „• •• .,COMPACTED BACKFILL I 1 I ' ' •• : • - •' • ' I I 1- 2"-4" ROCK NTS VAR 3" MIN. ' —��• -I • • • • . .• ••i , . . • — NTS VAR T•III 1=1 1 1 1 I 1 1 I 1E1 I 1 1-1- - MIN. 1' DEPTH 3/4" 1.5" T GEOTEXTILE 1 WASHED GRAVEL SLOPE TO DRAIN BACK TO WASH 12" 12" 4" MIN. — (SEE NOTE 4) 11 I Iri_ IIITTIIIIIT._rIII. (T Y P.) —``'I 12"„ t 1111 , 11 , NOTES: V 1. IF TEM PORARY SEDIMENT POND BECOMES FULL °D ..../1 — DURING THE CONSTRUCTION PERIOD, THE CATCH CONTRACTOR SHALL REMOVE SEDIMENT AND : I BASIN NSTALL NEW WASHED FILTER GRAVEL AND ROCK. ■ IMPERVIOUS RUN OUT AREA; 2” MIN. I--- 2. ALL SEDIMENT AND DIRTIED FILTER ROCK SHALL N GRADE TO DRAIN TO WASH o FILTER LINER to BE REMOVED FROM THE PROJECT SITE BY THE (a CONTRACTOR. * SIDE VIEW SCALE: NONE 3 _ NOTES: 40 _ A co 1. High capacity inserts (Flogard, or Equal) are available in sizes to fit most to t50' (MIN.) `1 9' 16' (MIN.) 12' industry-standard catch basins. Custom sizes ore also available. te TEMPORARY SEDIMENT POND 2 CONTRACTOR TO PROVIDE 2.Filter support flanges shall be constructed from stainless steel (Type 304). el NTS -•r DIRECTION OF TRAVEL WATER SUPPLY TO MAINTAIN Debris trap shall be constructed from either petroleum resistant fiberglass co VAR or HDPE plastic. c . + 3. Filter liner support basket shall be constructed from a biaxial geogrid with • : a minimum ultimate tensile strength of 900 x 1400, as tested in accordance A'lx GRADE .4-...;,--° sa'''' with ASTM D-4595. Z t •.•�...e.:•••s-,144%.0 • .P•; 1....4-4.• '� .. n 24" " to -. 50 (MIN.) N ,4o•.r..#4 N 4. Insert liners are available in standard depths of 12 , 24 or 36". Custom tA. NOTES _ : A •'" liner depths may be specified. Ea N .- 1. CONTRACTOR TO REMOVE EN 5. Catch Basin Inserts shall be Flogard "High Capacity" liners, Or Equal. Kristar 444 ACCUMULATED SEDIMENT Enterprises, Inc. Santa Rosa, CA (800) 579-8819. ,�. FROM WHEEL WASH; CONCRETE %S PROFS to MAY BE PIPED TO AN APPROVED SEDIMENT TRAP. CRUSHED BASE COURSE *5 BARS 112" O.C. BOTH WAYS \�4*4 r xee ` fa 2. • 9 2. USE GEOTEXTILE FABRIC FILTER FABRIC INLET FILTER BAG FOR DEBRIS • . r t iii WITH AGGREGATE FOR A AS REQUIRED ir TEMPORARY TIRE WASH. VAR �' ■ . .r13,? TIRE WASH 5 F ` qN KA NTS VAR EXPIRES: 6-30-05 In I,- - - o SCALE WARNING SUBMITTED BY - CIVIL SHEET 74 OF 0 1. 1 DESIGNED C WHITTAKER .. I — DURHAM FACILITY TEMPORARY DWG: 000'-C-078 z (PROJECT MANAGER'S NAME) LICENSE NO. DATE INASSOCIATIQN WITH: Services. _ NONE IF THIS BAR DOES DRAWN P HUNTER CleanWater EROSION CONTROL NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL our commitment is clear. PHASE 4 EXPANSION NOTES AND DETAILS 1 DATE: 21-DEC-2004 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C WHITTAKER (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 :::la::::: ::E.:___..:: .,.,;;;,:::- . MAY BE USED SHORT TERM //',.7...:.. W/ UTILITY WORK AND W/ . //,• 4".*As /;•::;:. ,/,''..,14•.'",;€,,, PHASING OF DEVELOPMENT ,y,,A,...-,, //.0" • •1/,;# ,,;„. .10,1,•.•, '•/ /,, ,•,.•i:-.'----*•4-!-- „.._,T,".S":::::::" //, , 1//,'s •'.4,,!,./ /, ''/ ,„..,.1 •.../e,g'4.,,#: / ',..,11.-741'4. -"lull— 10 MAX. --07; . .. . . •. . . to ,,,-, /../ /-• , •,,,Ir .4.-V . . . SANDBAGS, OR EQUIVALENT MAY EA• Y - 31 . . . . - • - ,i II. .,,5`.:.;.in, .ti"li,;:1*,4., 111"111.(11111111:11111111111111 1111 iii111111 . . . . . . . , ' - (D FLOW ;:::.;:::76' ,,Itsilta•:;,',. aria umil 1111/11fillill] UM ill IIII ii 11111,1f1111 4 . . . . . . .•• . .•• .-..• -. -....-•-•• . • . . BE USED TO WEIGHT PLASTIC co . —bob- ,Iimilwiteril IIIIIIIIII lir I . : ,.,.,110 1 1111 TAIT"11" KUM um! . •. . - - • <5; m1,141111 ii,fir ism,.i - -- : . .. . . . . ,--:.• ,of,/.!•-:-. ,iiimilli% _ _ - ,Huila . . . . %Veil SEAMS BETWEEN SHEETS MUST Eft 4 ',/• /0••• i ail irr II: 0, . . . . - . gS114 —.— ---- 0) ,%*%."/4Y.‘:.' •//,/,'" sqp „-----.7,-=,,,,------ onrii ILI _ _____ __,-4 Aillifillil IT isITR! itliiilmli.!!! - - 4," ,.-,,,*,fr,., , ,--, • v , ,<\ :;!!;:iviir_..1---„ ------ — OVERLAP A MINIMUM OF 12" AND /-,,,/<4 f. ,/, 4.ff --.::::.. ii,111111m4.1 ,, 4.-:-7.,E.i... ",1•= i, v,fuil —I I I I I I I 1 --- - o / . / -i56.-z---='ziliiiii67:,: 1114111,1(11' ,r;:.•.-.--;;;71-4--, ,;;;:r.:, %INN ch, BE WEIGHTED OR TAPED , .. 0 a, %ftV 11 iLi .',:fe,,Als 7 '.1.4.:-.•. ;/ 4 ., .-. 7;01 .7....-.„.„,--:____=:_-_•=•;;;;;;;:! 1111111111111 ,.T.t:t_..-.-..14_4■24. 1-,::,;' 1,1,1,Zinn' ••s",is ',/ •;:.4,.k c..//_ ...7..7.7..,—11"1:47;1.1 ;Ii.11?■1413.41` 'Itl • . .7;4;.:1;;.•724.2,!!!' CO ,,,/ . -:#:-.e/ / 4.•?•■ '•••:::-...----.—..,--.-...,:zz,---- ',., ,V,„„■,...:.: — a.-ft CI , •... ,/,'•.'• • /70 I"r/V,/ '40 75 ,%/I,..#i',/,.;,**,./...,:.s, ,,,,,/,'/,',/:///,4,,,,,,,,,,, 46 5/„. 18 416. ir, I VIII E. e` ____ ,,,,,,,, / I *, /,,// `.1.•*;<%&/ III. ,,.. .7.,.._.7. ,....,..„ ,, :...,,„.„ 4„.../ . e CATCH BASIN ARE A DRAIN .........,,,, , Ikti,..ft to IP , Eft .. leIVIk 10' MAX. 2 111 _ _ _ 4„, ..:.: /4%/?7,;:f,• ,• ' TOE IN SHEETING IN Vb E ,,...,,;:::iii. I. co tr,„;,,,,,,,.../..x„,,,,;,, ,, : 0, .,/,, , ,/ , 4.-, IIIIIIII,', MINIMUM 4X4" TRENCH IL_ E , 0. , ,..,.. „ , , ,,, oim litlritu, — • , .,,, -,.-,,..*, ,-/ „ -, 4, ,,, ..,,,...„- , / , .....„, HAN gill 41 I 1 skil I I 6 kW.Ili°I I I I I O ''#' 11/, / ' f ;,.••. 1. !'1111■11i1 Ili 1 . ,. ,%.*.. 414. '., vfill1111111"1 ikltriLVI . ,. , 'milt ION _ to 4*.:.:,. ,/,1,4•,;,,,`' I , e . ,-ii,;•::• . .!.,..:,.....- ,, , =allil l'aiiii■'; _--- --;,:/ ■,-.• / Ali 411 I 0) FLOW :•,./.. ,- Val . . . .- • • D .„ ,,:44;,/, ,v..:0-/ei',” --"'""11 lirdi 01111 ii A -gm....m 11;11; -...----- _ cab _ .„../ II 1 , .. . , . . • '• . • : .• • . . • . tili1111111111,11111;11,1...1,1 .-. ,//;';•.., /i',,:•.• //e,'#.••,:'.' / 411,/ • „//,,/,"'I.:,4, ,,,,,/,,/41.,4*./At.,■ / ./1*1/4'.' //''/ /0/ /■,';'' ...., _ hut„■„,,,!. overlap of bap. ,.,‘...1 llitilill, t 1 VII . . • • - • • • - . .. •. . . • • . . . • • • . . . . . • . . . ' '• ' .. • . . - . . . -,.• . • • .*//;,' , • err ilic(111,1E1 PLAN VIEW —, , -4,4, , .„,.., „ / __ ,,,.. , , - , ...,,, , , / li unlit li i - - In fl Ifi'l —I I 1 I . NTS PLAN VIEW Anima,in. • -, , 1:Tit m! PROVIDE ENERGY DISSIPATION iT.': AT TOE WHEN NEEDED . ::: _ -•• 6" OVERLAP 1 . •. •4 --_-• ., ..-...;.--17. :-.-=7;;;. .,-;...—.... t i•moor,111. ,plealegl i FLOW tss......,...!.7 TYPICAL . • DITCH BOTTOM — 6., • v .gl. • 0 -t!.■":'it 4 .`" `IS•4'-' ,. ' .. •'..*. ,.',"..i.■ -- ,..,,,,,,.., # • °4 ; ' ..' --:-.--_-_ —, ..7,.- .--• 7.• , . •, - . . . *. .. .1: 1.-.;•:-zd'i■ii*a." -Si-. - ----,,,,,, NOTES: 1. STAKING OF BAGS REQUIRED USING DITCH INLET (2) 1"X2" WOOD STAKES OR APPROVED NOTES: PROFILE EQUAL PER BAG. 1. ADDITIONAL MEASURES MUST BE NTS CONSIDERED DEPENDING ON SOIL TYPES. 2. SURFACE MUST BE SMOOTH 2. BIOFILTER BAGS SHOULD BE STAKED , BEFORE APPLICATION. WHERE APPLICABLE USING (2) 1"x2" PLASTIC COVERING 3 CHECK DAM BlO FILTER TER BAG 1 INLET PROTECTION 2 SOIL STOCKPILE VAR VAR VAR 40 VI if) U, V, S Eft Eft Ea 2 Efl• V/ ER. IID E 013 a) '-'......._ _ c-- o _ a) .... i3 40 40 U, (a U, 44 2 la ii, ER if, in• EA 0 !He A Q 47490211 (1, Eft . te• w • 4 it v,"'„,joitzoo b• la‘• P' Ai K P\ EXPIRES: 6-30-05 0 t... 1.11 a SCALE WARNING SUBMITTED BY CIVIL SHEET: 75 OF Lo 0 1 6 1 DESIGNED C WHIT TAKER .....- I (PROJECT MANAGER'S NAME) LICENSE NO. DATE IF THIS BAR DOES DRAWN P HUNTER ( ( ) M ti DURHAM FACILITY TEMPORARY DWG: 000-C-079 H IN ASSOCIATION WITH: EROSION CONTROL ... CleanWater Services PHASE 4 EXPANSION o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL NOTES AND DETAILS 2 DATE: 21-DEC-2004 -.) THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 160 160 EXMH : ID=S -2 • ID=$S-1 STA=1+ 8.31 . • TA=Q�+QQ:Ofl. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . X4 o RIM=153.60 F' INISH GRADE RIM-1 .50 - o W 147 (0 IN=143.91 _ m I N (N 2146.28 s.:.. .. .Q cn OUT=143.96 w OUT}146.08 °- _ _ _- 1 _ -' u. Z - N 1-i ,...,. .d. : - : �.- .. . • EX 12" SDR 11 w[1:::1",.. ) \o : : : 150 L EX 8":SS \ APPROX _ I.. .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..I.. t . .. .. .. .. .. .. ..... .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. ._.. .. .. .. .. .. .. .. .. . . .. .. .. ,. ..EXIST G RADE. .. .. .. .. .. .. .. .. .. I , 12" SS D=12"@$=0.0111 •� =194.31' _ le UNDERGROUND 140 C-608 ID=SS-3 140• L1TLl..ITY-SiUht�RT �'YP N -STA=3+217:01 •3 g • • N RIM=134.50 • -7- FINISH GRADE -- _ IN (NE}=128.00 . . ..OUT=125.50 a. .. .. .. . .. .. . `'rr '0 r w 130 • • GRASS w �' „ . 130 SWAGE - 1 D=SS-4 • STA=4+35.29 - IN=118.52 • - OUT ( )=115.80 DRY CREEK .. .. . D=12n EX 8" SS @S_ 120 120 _ �,� � `� - - 2.12+ r • _.. .. .. .. .. .. .. .. .. .. .. .. .. :. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. ..:.. .. .. . -TRENCH SECTION:FLEXIBLE PIPE-- -. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. _ :. .. .. .. .. .. .. .. .. .. .. .. . .. . .. .. .. .. .. .. .. .. .. .. .. .. .. C-f 01 � � - . .. .. .. .. . .. .. .. _ . .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. TO SS-- S-14 R( ) 110 i i i i i i i i i i 1 i i i I I I I 1 I 1 I , 110 -0+50 0+00 1+00 2+00 3+00 4+00 4+85 12" SS 150 150 NOTE: • : 1. SEE DWG 000-C-042 AND 000-C-044 FOR PLAN VIEWS OF 12" SS. C-601 TRENCH SECTION FLEXIBLE PIPE -• • F- 2. SEE DWG 000-C-133 FOR HORIZONTAL PI COORDINATE TABLES. C APPROX EXIST GRADE I.......^ '-',. / ' . •• CI : • • •U) 140 . ID=SS-3 : 140 . , ,�- STAA 1-1-22:5} : - , FINISH RIM:=134.50 c . •- GRADE IN (N)=125.6 • 0 : - Cin . • IN (NE)=128.00 • a - ID=SS-6 : — — — _ I. - OUT=125.50 ID= S-5 STA=o+ a.8o `' _ _ : _ - STA=Off00A0 RIM=130.00 : RIM=130.04 IN=12 .93 GRASS • • E LL. IN=p.00 w OUT=125.80 SWALE - W : 130 ROCK OUT=126.00 • --- 130 : GARDEN GRASS :• - (BY OTHER) m SWALE : : : : - a� _ D=12" s= .0020 • "D=12S=O.0020 •a L=38.25' L=78.13' • ® 120 �e PROF�s a 120 ,\c,� 4 0 'xi 8 �SjD z 6 74902P r:" -0+50 0+00 1+00 1+72 ' ' 4 12" SS 6, 4-1, FAN KPH to EXPIRES: 6-30-05 n o SCALE WARNING SUBMITTED BY _...,.. 0 i 1 DESIGNED K KAIj�- CIVIL SHEET: OF - "- , (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY DWG: U( O-C-1 a1 Z H•1 „-?� IF THIS BAR DOES DRAWN K KAI I M RACKOW IN ASSOCIATION WITH: Clean ate Services SITE PIPING o V.1 -5 NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is clear. PHASE 4 EXPANSION UTILITY PROFILE - 12" SS DATE: 23-FEB-2005 -' THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 MATC H L I N E 000-C-1.06 . .. :, l` 4 . \ \ • . .•N ' .• • • , . . cilv,..:,,,‘ ‘ :•• ‘•••:-.\•::•,,,••''''''-..''' •m 4 4' \\ l.. .. .. • .• .. . ,../ :‘.• ...H: .. .. ...: ..„....„ • -••••• .. ,,, .. ��.II�� i.' ' '' ' ' '•\iiie, ..,.. • k w .r hi ....-,•••':- ..••:::••\...>...:,.,..„''''.-----\\ ...... ..,. •••••-••.... , • • \\\ 'E 1\ ti;: \ ti x F R' \: V t' ': . ... ....... .. ... ,.. .,..::.. a LATIN ATt 0 C. U ON b� 0 . . . . . .. . . . ,, .... ,,...:.. .. .. .... .,\\: ‘‘,,,>\\,.,„,..,..,„■ '..''■ : ' \\::„,..,....:.,-'''. SEE 750-M7002, 1` 1 S G 4 T EX ..• ' ' ><,,,,, \ \ri -IN TO 10" DG T .-B-. GS U <q".•':, (<,` ,•• . .. ,. C •• • • . .• .• . .... . . . " .. . . ,.• .. , .. , . . ., . , .. 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SEE DWG 000-C-133 FOR HORIZONTAL PI ..'•••• '..\--••• \ \ ,,.„ .... �; COORDINATE TABLES. -.. .-:„ \ .... \ ":::•:. .... „ •/ /' -• • ....../ /..::,:::•'''' . , .. . ..„,:::::::::••- i,y ,4', �` 'P S \ \\' :�\\ 1 .....,•- :•.""•: / . '''::::::::.. \ ‹),:::::'::::. .• .... . . . 170 170 - . : DIGESTER • . . COMPLEX#2 _• - (WASTE GAS ! - BURNER) FINISH - 160 HT: ' GRADE: - 160 -, / APPR�??� FINISH .• xISTGRADEGRADE-: -- : . • • c. 150 : o_ S = -O�Q36 150 • • 9 S - -0.001 , _ o FOR CONTINUATION b 2 : SEE DWG 750-M-002 N. FINISH v� - ~to w TIE-IN TO EX 10" DG o o i co GRADE •IQ- `° o S` : :U : :140 STU B AT WASTE + ai• , + a .% . � 140 a GAS SfRNEF leini .t- Q r _ )': cn w -64 -~ J W D 2 - i i II 130 �� ■ , 130 cn G" -O.OJrS CU•� Q UNDERGROUND G608 © .O -__ s l • — i W UTILITY SUPPORT(TYP nj C1 ,2 . 120 1 _ 1 L_I 120 : ; o • c. A�• cI I W : o S _ C . — r S =:0.003 �- 110 _ + 2" DG CONNECT 6, o ~ w 110•m : < r CQNOEN A E f�RAt : cis' o ; co r,. PROP a •I I- J VAULT (AT LOWEST PT), o in 0 co.•z : : : • w SEE DWG 7:50-M-003 , • : N ,;, - �, �• ii _ 74902P r-' " 100 - � W : � W i - 10� w �' I I I I I I I I I 1 I I i I i I 1 I I I I I i I I I I 1 I I L I I OaEtBt�O 0 6l Y 13,2 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 EXPIRES: 6-30-05 h. - - Lt) SCALE WARNING SUBMITTED BY 0 1 DESIGNED K KAI 7 CIVIL SHEET: OF z H:1"=3Q' , (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY SITE PIPING DWG: 000-C-105 z V:1"=10' IF THIS BAR DOES DRAWN K MI IN ASSOCIATION WITH: C1eanWater Services o NOT MEASURE 1 SQUIERASSOCIATES- ENSR INTERNATIONAL PHASE 4 EXPANSION PLAN AND PROFILE DATE: 23-FEB-2005 -' THEN DRAWING IS Our commitment is clear. 8" DG PIPELINE-1 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED B TEEL (COMPANY OFFICER'S NAME) LICENSE NO. 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( ) ) M W DURHAM FACILITY SITE PIPING 000-C-106 H:1"=30' (PROJECT MANAGER'S NAME) LICENSE NO. DATE DWG: IF THIS BAR DOES DRAWN K KAI H IN ASSOCIATION WITH: . V:1"=10' CleanWater Services o NOT MEASURE 1" PHASE 4 EXPANSION PLAN AND PROFILE SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 THEN DRAWING IS Our commitment is clear. 8" DG PIPELINE-2 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED B TEEL (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC ii. PROJECT NO.: 4969 . . .. , .. ,..••••••-- :...::,.. ' ' \ ••• / .:'• ...••::::;. ,•••••2,.',..••••2::•::::‹S.'•./.2,:;.'' 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DATE H IN ASSOCIATION WITH: z H:1"=20' IF THIS BAR DOES DRAWN M RACKOW CleanWater Services PLAN AND PROFILE v:1"--.5' PHASE 4 EXPANSION o NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 -.) THEN DRAWING IS Our commitment is clear. 48" HWE PIPELINES TO PC1 AND PC3 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NOV: 4969 . , ' ti \\'. ,,:'.,/ / , , 2 :: / ; f,$: ' , , ti, \.•7,...::,,,;:. NOTES: k'' t \' .. l`' titiL • N i\ f `\ti WORKPOINT NT TABLES. FOR HORIZONTAL PI O ff I.- 1. SEE DWG 000-C-133 H RIZO S OR O t yti ��//1� \ kL it) Vii' �+ 4 x•L♦,,v \ , :: : '\tit.::.:' ''. L " ' AVE TRENCH EXCAVATION SIDEWALL�'.: 0 2. CONTRACTOR SHALL PROVIDE POSITIVE MEANS OF SHORING FOR 85TH A :� ,t\< \ as,+,.,y, .. ' . N \ � •m \ ti `c"ti A. M W :•• BMITTAL. `; ti ,LL I' PIP SU \ REPAR G i..' "—••.-: . .:: T RI RTO P N E \. 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EXIST. . . _ :EXIST w FENCE III .. . .. .. :FENCE.. .. , ... , W _, w lL • w - •APPROX' C� w 0 Z = EXIST GRADE SEE DWGS 220-M-001 1 — `~ ......... `� _ _• _ 170 AND 220-M-0(J2 FOR — -- -- _ -- --� 170 CONNECTION DETAIL i • • 0 to • d. r HEADWORKS • • v. EFFLUENT : ' �.. .. .. .. .. .. • . .. .. .. .. .. .. .. .. ..•o STRUCTURE o (HES) a. 1 S _ -0.0050 t- 9 • 160 -.. • I 160 U .,..-,,. ,.C--0$`- --U-ND E RG RO�I t4D•■ UTILITY SUPPORT (TYP} . .. . .. . • . .. . .._ • : . .. .. .. .. . CONNECT TO a EX 48" RCCP . .. .. . .. . . .. . . .. . " . . �. . : TO PC4 _ o © ° ►n Ste_ LL :. .. .. .. .. .. .. .. .. . . .. .. . .. .. . .. .. . .. .. ..c5. c? -. �?. .. . .. .. .. .. .. .. .. .. .. .. ,. .. .. .. ..a•pig. .. .. .. .. _ E ccl o cr). w. .. .: .. .. ..((nn. w. . - 150 150 8 : • ` = -0:0045- .. .. .. . . .. .. .. .. .. .. .. .. .. ... .. .. .. .. . . .. .. .. .. .. .: .. .. • ' N N . .. . . .. ..... . I r"• op: • : + O) N .e,..0 . .. 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V* .., ...•••• .----• ... ,, qt. \- ----- • :: : :: .....--- : . . .. „ .„ ,.. ...... : / ,......, : : ,„.... ...f... * / /' --- - , : .. : .....-i- :, :„iik•'• ,,c s . ....." .,. .- • Ipp, \ - ----- . . ., . %, ._. , • . I.... ------ '' ' NI'l 41Ere....).''.. - -----....-\ -----'.....- - ----: 0: : • , B : ,, 44, \ ....--- . , . . . . - % . . . „. . . . . . I . ,. . : NN 4441k01111°114 V- s `.. ' ' ' • . . . : :.-,.:•:' • . ,, • . , . • \ \ - .... :- . . . „ . . , . . .: . , . • , ..----- - . . - ::...:*:: NN . . ..- . . , ...------11111 1 11‘110#11 , • ' . . • : . ..• 00' . , ,' . • . . . , ....------ - • ,,,I, . • I "" , ' , . NOTES: • • ----- . . , : • • • : . • • . . . : • •:::: . : - ,, c : . , . • . ,.. . . , : • .• :. . 1. SEE DWG 000-C-133 FOR HORIZONTAL PI COORDINATE TABLES. • . ..,v. •N• .. ' . ,. .. . . , . • • .. :.:. , :... 1 ‘‘ • : :: . ,. . • 2. PIPING MATERIAL FOR FORCEMAINS IS INDICATED AS DUCTILE IRON (GROUP 26)WITH RESTRAIN JOINTS. • . : . ; \:. : :., . / ,• , . .. ....• .... , , • • • •• .: : •• CONTRACTOR IS ALLOWED TO USE WELDED STEEL PIPE (GROUP 8), WITH WELDED JOINTS AND ,. • . . , • 1 ''1 . % FURNISH 2 SLEEVE COUPLINGS WITH HARNESS POINTS AT EACH STRUCTURE DESIGNED PER AWWA M-11. - • • . . . . • / .." ,., .. • , ., .:. . \ ..: • , . , . :, ,,,:. .:, . , .r--------`1"-- •::-\: :. . z • : „,..: , . : .. : • . . ''% . • ,.. ... .• . . „ ',. 3. SEE NOTE 16 ON DWG 000-GC-001. ' ' 1 i .• •:::\. . • : . * l . • .,': / I , • • .• .• I 1 \ . • 170 170 : : : • • . : : • . . . • - TRENCHSEGTIONFLEXIBLE PIPE-.a. C-601 ..... • • z/ — — —— APPROX . . (...) • : . : - . . EXIST GRADE • UNDERGROUND , _.- UTILIT ' SUPPORT C-608 C■I ...-- 160 : • : : : : : : , .....- (TYP) . . ......- 160 • : s . : . . : . • . : 1--;.. : . ............ _ ....... ......... ___ _ ..._ . : . . . • _ --- : : Li _ --- „„----- ......r. ..... . : • • ..••••■ C .....•••• : CO .. F I N I S H GRADE : ' io 0 2 L.L. 2 - 0 ! : _ -,, ....... ___ — E.) • : • : 0 . — — - - -rx :: ce u) : : • i 0 i -......."--0513 cp re : i i S' a. te : ' z iii=---- En- in- 9 .....„ . . 0 : : _ . : : kr ct : — — ......,: ---- : • • • . — . › co • • ci.) Lo b 150 . _ --- — . c c\I ___ ,...._ — ......._ ..... .__ • • • co_ '1"-- 150 0,) ..— I u) : • ' : ,___ ._ a) ...-- "Zr lf) 8 . . , 6 i _ , I i--- —I I--- —I a. -' I 7 : . P _ v ! „ ! : ! : : : , — 7C-5 , : to , n SLEEVE COUPLING W/ s .-.-;0055 ""N\ • u_ E I r : v HARNESS SETS (TYP OF 2) : : • : — TRENCH PLUG ca 5v-0" 10'-0" : C-904 _ _ la : :: :: , : . : . . , . • : : : : 43) 140 : . .. • : : : 140 SEE DWG 100-M-016 FOR ...1...............i lir : • • : _ •..,_ : . . . a) CONNECTION TO IPS 1 P : : : i . . U) -----' '-"--•1 I ! I: . . UNDERGROUND : • • •: . UTILITY SUPPORT (TYP) C-608 • : • _ 2 i o — __1 1' S = 0.013 ff - l '1 ' ::: ' ' .::: .::: ' :; :•: •::.•: i —__ z 130` u c i u 130 Lt.ci..„... (4c%7 7,94 9013.wR 2,P • 4, 4 I 1 ir i...4.6. ..: :.c o , e 0+00 1+00 2+00 3+00 4+00 5+00 in EXPIRES: 6-30-05 1%-. In o SCALE WARNING SUBMITTED BY 0 % 1 DESIGNED M RACKOW/K KAI -,..A§, CIVIL SHEET: OF 6 1 . 1 ( ) ) M VV H:1"=20' IF THIS BAR DOES DRAWN M RACKOW (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY SITE PIPING DWG: 000-C-120 H IN ASSOCIATION WITH: .in V:1"=5' CleanWater Services PHASE 4 EXPANSION PLAN AND PROFILE o NOT MEASURE 1m SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 --) THEN DRAWING IS Our commitment is clear. 54" FORCE MAIN PIPELINE-1 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 .. ` M •-•:•...' .•'..•-• all irall*.„48" FM 8,26 • 11111 . :„. N ,--A 9+� W - SRF u. k�ti fir'• 4.1110 $ - a CONNECTION AT 54 FM (8,26) - -- i�r S INFLUENT HEADWORKS • r : :.:, .4„,„,, . .. ,.' .., ._ 1 ' . . . . .. . • •. . ,......... „ ...„ .,:••„..,::.. .,.... .....„: •. ... _ 1/4---- _ ----- :.:.: „, • .. . . ___•••- x : , .: C , . •., :::. , ...\--- . _ . i L........ imv likiiiiillf\ - .--• ► • - �' 54" FM (8,26) ; `, - HEADWORKS :•,:..:.„ -- BUILDING I i t - ... --- . I l V • o " t - - t \ , • ,L .�ao 6 \�•ti t■ ' a•‘•• • • i L-� �L`- LOn'. i \■/. ••.:• •- IT • a , /- y1 - , { RYa \ 1 �L\ '-`1/4... i '' \\ .. ti L ti I 4 ■- ---•:.- /y i i / i 7 _s••i•• L y •I •. i\ -• \ / L i \ \ • ,„,....: R ii L t * , . ..: . .. .. : .. ... .. .. ..I \ h i \ .. . . ,,, NOTES: \: I L h ++ ,4\ y .� 1.` SEE DWG 000-C-133 FOR HORIZONTAL P•I•:.COORDINATE TABLE�� ::' L • yy 1•:•:. i , 4" • • h . LL ; ;.. ,` <; FIINGIIATRIAL FOR FOREMAINS aS INDICi ►TED A UCTfLE'I1 (GUP 26)WITH RESTAIN-JOL NTS. , , 4 CONTRACTOR IS ALLOWED TO USE WELDED STEEL I �I E (GROUP 8), W -I WELDED JOINTS AND. :L ', \ FURNISH 2.SLEEVE COUPLINGS WITH:HARNESS POINTS AT EACH\STR1 CTURE'DESIGNED PER AWWA M .. S , S �" ti \ {`~��i \ ,.,4• '��i .. . : :SEEN NOTE 16 ON DWG 000-GG-001. L'\ \•• L t - - i .......... , lh .• L { v h , 190 190 • TRENCH SECTION FLEXIBLE PIPE .. .. . : .. .. .. .. .. .. .. . C-601 . • CONC PAD SRF• • INFLUENT METER VAULT HEADWORKS• 180 FINISH 180 . - -C�RAEYE , • - _.. .. .. U SEE DWGS 230-M-001 AND 230-M-002 FOR •o . .. ..APPROX.. . :. .. . • . .. 230 . .. .. . .. .. .. .. .. .. .. . . .. .. .. .. . . ._ _.. . .. .. .. . .. •. .. — -- -- : CONNECTION DETAIL : . EXIST GRADE _ ...._ --- • _ 9 _.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..:.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. : ., .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. :. .. .. .. .. .. .. .. .- .. .. .. .. ..:.- .. .. .. .. .. .. .. .. .. `� Jy ..rte..-.�.. � ." .. .. .. .. .. .. .. ,. ,. -. .. .. ., .. ,. .,�-. .. .. . .. .. . .. . .. .. - .. .. .. ..:.. .. .. .- .. .. .. .. ., .. .. .. .- .. ..�. .. .. .. .. .. .. „ .. :-, ., .. .. .. ,. .. ._ r X 48 fEUUCER, `= 170 oc _ (TYP OF 2) - I 170•c 4 . l• , S =0.600 , co UNDERGROUND : 1 L.L. C-608 a, �. _..,,. . .�. .. UTILITY..SUPPORT.(TYP) . .. .. .., .. .. :. .. .. .. .. .. .. .. .. .. . • . . .. .- .. . .. .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. . .. ff,. .. i . . . . .. . .. .. . co / \Nr 6 c•i Si o ' - - - - S 0.032 :ch M.- . °Da) SEE DWG 120-M-001 - a' coo to o c? .o m o :o-L� H j • FOR CONNECTION h -J la - ,, to • 160 h r r L-I d J I • W u) W to . W co S M Q r t/) W •cJPRop 4 I 8 .tb' "t,- 150 I I I I i I i I I i i I i I i i i i 150 749o2P ,- m 4 it I r 1ORBOO • Qv„ 5+00 6+00 7+00 8+00 9+00 10+00 4p 13,'x° F'IN KPN in EXPIRES: 6-30-05 N.. - © SCALE WARNING SUBMITTED BY 0 1 DESIGNED M RACKOW/K KAI re- CIVIL SHEET: OF • (PROJECT MANAGER'S NAME) LICENSE NO. DATE, DURHAM FACILITY SITE PIPING DWG: 000-G-121 Z i:i H:1 =20' IF THIS BAR DOES DRAWN M RACKOW INASSOCIATION WITH: CleanWater Services PLAN AND PROFILE PHASE 4 EXPANSION DATE: 23-FEB-2005 v:1 -5 NOT MEASURE 1" SQUIER ASSOCIATES-EIySR INTERNATIONAL Our commitment is clear. 54 FORCE MAIN PIPELINE-2 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 • • \. ''', ,. .- .. , \ , \ \ • ‘ . . • . .•.. M v1 W i•• k'I .�,....:•'tip ... `" .... {'•,. \ ,\ 4 \ ' , )41)1P 111011;r: I - ili • V�\ \ ` 'ti\ , te,/ y 75 ,**4....'N.. k.':\ . #.*.. 7 :C:..] :::::::::.:., ..::.' 0 III0 -- \ ... , % / 007:: °°. ' • . •' , ' •019.110,1 . . iiii aillitirlialli 1111111111114 .. ' • ' ' • • ti \ GI • i: I S.T IE IN_ • V^v � ti . . • . lokii. •. „% , ,..., ,... : l y 1 . . , ,, .. . .. . . . i '4 Xoel, . , ,INFLUENT i Z PUMP .,- STATION • . : % N ,,-- V• • • • . 111S4N .:: --/- . 5*13C:10;0111011. , 42" FM .•::••••:::•:.: ...::::•••.: •.: ••• • _ „olaiL: ----.7..:•:- ..:0, „.., 2 ,....4,-• • ' - \ -;•• ,....4,,,,,i/.00;;00i.00. ...!--- .111 ..,:,:..:.„.' ,,,--0... ,,,,,,,,, • :::-i::.,, -.:::::::: : . ',.:::::.::: \ .. • . : /4,, . ::::::::: , 2 : !t- N '.O.: TES: \ . . k .. . . .,: . I. SEE DWG 000-C-133 FOR HORIZONTAL PI COORDINATE TABLES. I .•: :. ` :: MATERIAL FOR FOREMAINS IS INDICATED AS DUCTILE IRON (GROUP 26)WITH RESTRAIN JOINTS. -.• • PIPING CONTRACTOR IS ALLOWED TO USE WELDED STEEL PIPE (GROUP 8), WITH WELDED JOINTS AND FURNISH H 2 SLEEVE COUPLINGS WITH HARNESS POINTS AT EACH STRUCTURE DESIGNED PER AMA M-11. •• ' NIS • 1 • 1 1 3. SEE NOTE 16 ON DWG x}00-GC-001. • • .:::‘ *: .7 , .• 1.\ 170 \ 170 C-601 • TRENCH SEGTION;FL•E)CIBLE PIPE .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .: .. .. .. .. .. U ti_ ILI ..rte . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. :. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. = . .. .- .. .. ..�..---.. .. .. .. .. .. .. .. .. .. .- ..:.. .. .. .. .. . .. . .. :. .. .. ..I.I.NI�ER�.ROUNI�.. .. .. . _ . . .. .. .. .. .. :. .. .. .. .. .. .. .. .. ..�... �-.. .. .. .. .. .. .. .. .. .. �,.. ._ UTILITY SUPPORT 160 : : ,,,. -- -- — �` r (TYP) 160 III-- J. . .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . cp o w i a EXIST GRADE :•N FINISH GRADE _ l _ W �, rn _ S = 0.001 • S p5 Q. tr 5, _ _ . s V. —" : : • 150 N -- - , Q 150 r - . ' co LO Q. •0 co u_I SLEEVE COUPLING W/ p;055/ S. .. .. :. .. . :.. -. .. � 7-. .. .. .. .. .. .. . -. .. .. .. .. .. ..HARNESS SETS-{TYP•OF 2} -- -. .. .. .. .- .- -. .. -. .. .. -. - .. -. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . ..:.. .. .. .. . .. .. .. .. .. .. .. .. .. .. -. .. ...-. .. .. .. .. .. .. .. .. . .. . .. .. .. .. ._ m TRENCH PLUG C-904: : -(7) 5 0 1.. . .1.0' Oi.. .. .. .. .. .. .. .. .. .. .. .. . . .. . .. .. .. . 8 •z 140 , : •: . 140 �I I UNDERGROUND C-608 • . : UTILITY.S.UPPORT. TYP - � SEE DWG 100-M-016FOR fi1 -- . .. .. .. .. . .. .. .. .. .. .. .. .. -. .. .- -- -. .- .. .. .. .. .. . .. -- -. . .. .. .. .. .. .. . ( ) . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. . .. .. .. .. -. . . .. . .. .. .. .. .. .. .. .. .. .- .. .- .. -' -- -- -. .. . . .. .. .. .: .. .. .. .. .. .. .. .. .. .. .. .. _ .. . .. .. .. .. .. .. .. .. .. .. .. ._ :I CONNECTION TO IPS I _ - : • CO ,i'`' 5 = 0.005 �, 0 co in + CO+° cNO CL. 0 c : : : : : : jPRop�S < 1.- 4 0 I AT.4. Zet. � J a0 t13W 4' # m 130 CO W 1 I I I i i r i I i i i i i i i i i i i i 13 • 74902P r' tJ1 c .•r► 4V 0+00 1+00 2+00 3+00 4+00 5+00 1' i.3' LO - EXPIRES: 6-30-05 N. o SCALE WARNING SUBMITTED BY KAI 0 1 DESIGNED M RACKOW/K v CIVIL SHEET: OF 6 N— (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY SITE PIPING DWG: 00-C-122 .a - V:1 —50 IF THIS BAR DOES DRAWN M RACKOW IN WITH: CleanWat ' PHASE 4 EXPANSION .�_ � PLAN AND PROFILE 0 NOT MEASURE 1 SQUIER ASSOCIATES-ENSR INTERNATIONAL our commitment is clear. 42" FORCE MAIN PIPELINE-1 DATE: 23-FEB-2005 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 i. R 4 ,;.;$' . N \\ ;.., * ...,.,.........-....,.......... . ... 1111111111111111481 • - \\\ - _øø:: IrnIuI:aI:a1aa I y r0 :.. S INFLUENT , >< ` • �+ UPW W RK o :: r ..... a � f 36" FM (8,26) Alk F .: ' '''.. V • C.. \ .. :. -'-.: x / ; 4 - r 40100311100111111r. •- - . .X' HEADWORKS ••\ , BUILDING • �c r is, \ t • n 42 FM h (8,26) : / \ /`. t r �� 1 ' 42 FM 8,26 t , Z t ;'- 6k°;1)10001111°1 • t , R \ \ \ - t 4 h , r , . I-- •:-•. ‘‘‘. ; ; .::..• :: ••, 001111.1111 ....... ti's , ,T 4 \ 't. \ , \ .X :...:..... �•, t i , i \ J•I \ , NOTES: • t • •4 0 0 \\ \ \r ` \ ;/•.. L, r. ` 1 SEE DWG 000-C-133 FOR HORIZONTAL PI COORDINA TABL •\ COORDINATE TABLES. \ \ •. " : i •i'. MAIN IS INDICATED AS DUCTILE IRON (GROUP 26) WITH RESTRAIN JOINTS. ,�.. \ 2. PIPING MATERIAL FOR FORE MAINS S C S U ) , t ; WELDED JOINTS AND ::....: ♦ \ CONTRACTOR IS ALLOWED TO USE WELDED STEEL PIPE (GROUP 8), WITH WE JO S t \ FURNISH 2 SLEEVE COUPLINGS WITH HARNESS POINTS AT EACH STRUCTURE DESIGNED NED PER AWWA M-11. • U SH S COU GS `• • , ; \ 3. SEE NOTE 16 ON DWG 000-GC-0a1. \ , �' ;, R ii.:yti \t: t' \ \ 1 4 \_ \ 4 .. , lh t 1. , •, , , 190 190 r • . . TRENCH SECTION<FLEXIBLE PIPE .. .. .. .. .. .. .. .. .. .. .. .. . . .. .. .: .. .. . .C-601 . . . . .. .. . . . . . . . . . . . . . .. .. .. . .. .. .. . . . .. .. .. . :. . . .. .. .. .. .. .. . .. . .. . . :. .. .. .. .. .. . ; ., .. . . .. .. ..... .. . .. . .. . . . . . _ . SRF •• CONC PAD INFLUENT METER VAULT HEADWORKS • FINISH 180 180 GRADES • z NI . APPROX SEE DWGS 230-M-001: . .. .:EXIST'GRA�E .. .. .. .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .._ ...,._. •-. .. .. cp - .. . .. :.. .. .. .. .. .. . .. . . _ _ _ - - . . .. , - - . - .. .. - . . CONNECTION.DETAIL.. - - - .. .. . . .. .. . . . . .. ' - ' - , 0. /_ - 42UX3VREDUCER 170 ac 170 cm , . I -. .. .. .. ., .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ., .. .. .. .. .. .. .. _ .. .. .. .��..r� ��. yam. �. .r,y� ti-.. .. .. .. .. .. .. ..�.. .. .. .. .. .. .. .. .. .. .. .. .. ..J^ ..��.. �. �I .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ,. .. .. .. .. .- .. .. .. .. .. .. � .. .. .. .. .. .. .. .- .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. � .. .. .. .. .. .. .. :. .. .. .. .. .. .. ._ A : ct • : co a-ti I _ _ ___ ,........_ _ -- s o.aao , I - co •\ C? I UNDERGROUND ; 0° . • i 0-6p$.. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .: .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. :. .. .. . .. . .. - ' - . .. .- . .. .. .. .. .. . .. ..o •_ .. . .. .. . . .. .. . . ( .. .. . .. .. .. ., 6 . ca . .. .. . .. . • . .. .. .. .. .. .. .; .. .. i : N E - � . . .,��.� . •UTlL�TY�S•l1PPORT(TYP} � _ ,n . . / r QQ2 N d' N LC? C?cio o ai co co cc Sgigi /E DWG j:i o o: : rn ct3 : ;160 N + ,. Q o, ,: 160 �+� �C °D co F- 01 _�, S = 0.006 cow I¢— .� _ •w • •çoQ6i8 r--... -• cow . • c� : Q . • (3D PROF a Q T : , E • • C; 74902P c-' m 150 i 1 i I I i I I I I I I I I I I I I I I c•A oR„aoo i o'' 6 5+00 6+00 7+00 8+00 9+00 10+00 4Y 13,2 ''''IN K PA u7 EXPIRES: 6-30-05 On SCALE WARNING SUBMITTED BY 2 0 % 1 DESIGNED M RACKOW/K KAI r CIVIL SHEET: OF o . p- ( (PROJECT MANAGER'S NAME) LICENSE NO. 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' . - .••. . . . .: :..: .:::. .: . .. ••. .. ••., . •••••.. ..-es s. •••• :, ••, .......:,,.. ::::.... ...::. .• ,:,.„..: .,.,.....,..- 0 ,.-'' ,.-...-..".„.--•,'..-' , .. .. ,••' WETLAND. . .:-::' .• . : .•••• ..** . . .•*: ..): .''.. , .. .. . . i.. ... .. .:. :: .. „.. •..,.. ... i.,, . ..•• „ •. •.. • ...:::•-•-•'*: .,... ... n ..... •,• • .:.-.-.....:-..,..-:::::::,-+:-:: .:•. ...."--.. ,.... .--:::. ...: --:-.-. ."..,..':".:.:,.... CONNECT SEE EI i DWG Ms_Ho 011 7:H: .../....../.,..-.i......• • •.•:.•::•...:-.........: . :. .. . . .. . . • . .• . .• • .: . . . : . . •:::„ ., .. .. . . :. .....--,:-•::.•..., .........:::, :...... ,...:. ...... • *:•:7-'7.'''''s•-• . • . . .. . . •••••••:•„:..••••:::•-• . .• . . • • • .- • • . - • .. . . . • --..-,-. .....::,:::::::.::....-..-.- ,.. •:.:..•.-•••••••••••• .. . .. : . . • . • . : . . .. . . . • .,.....? I ..-.. ... ••.•:: *• ••••:::•-• :•':•-• *•- ::-..- CONNECT TO INFLUENT•••:::::-;•-• „ ... ........,.. .,...: .. .. .. .. „ .• . .• :. . r .: .. . .- : .. .. ......„, • . ... • ...... , : , ., . .. •,....„....:::-• :. . ::•:,•-•,:::::::" . .... ... .. . ... .. .. : . . • • • • • • ... .. : . . . . . ..- .. . .. ., i I \ ....:••••::•:: •:.:-.v. SPLITTER BOX SE::::.:-..:7-**-- -..' - • . .• .......• . .. . ..• . • ••• • :. .:' .* .•[ : • .• - •. . . . .. . . . •. .. '•-. •• '' ..., •-.. . ... . . . . . . . • . . :*:.:.,....:•:•:: DWGS 11 0-S7.091-,-*::'" .': • . .... „ . • . .• . • • .. ., -..•. -.. . • :: .: ... . . . .. •• ..• .: . . ... . . .. . . . : .. . . ., . ... . . .. • - ••. • • . . . . : . .. . . . • . . . .. ., . % 110-S-002.,:::&li O-S-003 . : .. .•:•: • .:••• . . : . . . . ; • . . .•• ,:•: ... ..- .. •:. .. . : . ..' . .: : .. •. • •. . : : • -. •••-.:,-••••-:•.*:: •••. •: -.... • • ••• • • .• . . . . ,• I • • •• • • : \ .••••• .• .....,-•-•-• ..•••• .• . . . . .•••*. ,- • :7' .. . .-**•' .•-• ..... :•::::.::••••••••:.:::... .... • .: .. . • • ...**/ ..; : • . • * .••••••• .. • •.... . .. ., .,. ..., • • ......„.......,,, : - ,•••!„-;\ ..---- ''''',....,..:z, .. . ... -•. I il . . •• , -• . . .• . . . . -. ..;::::::„.........:::• • . : • •• . . . . . . • . .• - .• . • , .. •,. . , .. . .•• : .2 : : .:• : .•• . . . . . • . • . . •, • . .• ' . . • • . . : .. . , • • • , , . : .: : : ..• '::::,., '., .. . .,.• ...,s .- .• • : : • . . .• . •': • .-•':•• •-•••••-•:-.••.•:::••••••••• ,••••'':-••••::. • • • ••:•., ••:., `,..,,,•\\,:k. ,..-••••' '4. -. • 1 I - .' . • • . , . . . . • .. , . ... •• .::—••:: : \ ,...••••:,•:•::::::•.::—..".. : • • - - , . . . . . . . . . • . . . .• ,:•; : .• • . .• : • ::::....:'''.,.. .•-:::::.J:.::::::...:::' :::.:...:"....': •••• .' . . ., '.. .,,, s, *- .. ,. , ,• +. . . • : • . . .' .2 : . . . : ,..,.,. • ••••::,••:•:::.:.••• .:•:::''•••.••••••'''...•••••••••••• '•:•-•.•::::••••:...,.::•:'••••••••• • .,:: ••••,. • ' • .. . .• . . .• : • • . . . . • . . I . : .-,/•••••••0:-. : : . . • ' . . - • — • . .- .. . .: . . . , .• • . .•• .2 . .: . . • • • . : .• . . . : . . ',.. •• . • . . .• .• • • . : .• ':::::....•:::::•-•••:•••-.:•••• . ::.....::•-:-.:••••••••'...-:::: • • . . . . . . :: .:••41-, ': : . . .. . . . . ..: ..,. .-'• . . - - .. : . • . • .. ,. . • • •:::::;•-::::.11.;,••::: . .' : . . • .• • ... ' NaTES: ::: **-- ':••••:-• 'e-*•-•• . .. . . • : : .. • .. : ..•••••••.•::: '••:•••:....'::.• . ••••-: •.: .. . .• . . .• .• . .„ . • . . . . .:. • 1„.. :-....."..*:-::-.::•... •. . . • . . . . . .. . . . . • .. • : . . . , ,_.,...••••:.:.:::::::::*:::::::::::::::::::, \ : • .: . . .. . .. .. • • •::::••••.....• .- .• ..• .• . :: : .. . . ..... •• -.. .. ..„... , • . -. .. . • • • • . . • • .• • • : . , ••.:•.: :... • . •• • • .- .• •• . :::..:::::::: * . . • .• . .• • . • •• ....-*„.„.......,. .:::-...•••••... :••••••••'• . • • • . • : • ::::••••...::* - • • • - ••••....• •-.. ..: . . . . . . . :. ••:.t•-•.,,.. -••••..::.. ...,:::. ,•••-::. ...:..-- . •••• % .- . .. . ..• ... . .* . .- . . . : . . . : , .. . .• •........„,,,,,,... •••-, ••• ••. •:c.':::..•:,•-..::.• •'.. .S.-',••••••••,'-•„••• . .: : • . • .- . . .• - ••,.. .„••• ::::•.. .? •••••••.....• •i•-I :, ::.,••• • . . . , • . . • . , \ .±: • . . ...• . . : .-• .••• ,...... .• ..•• ..- . . , . : . .- ....••••• .. .../ • . ..; • .-* . ::: :- . ..••••• .* .• • ... . ... • .•••7 1. SEE DWG•00040: -133 FOR:;HOR(Z(:),NTAL P1 COORDINATE tABI.:‘ES. '.... . ...,...: ... - .,‘... ; -.: :-. . :,• .::::::7:-.: ..„; - • ".• .-"•••• .- • ... . ......›.? . . . • • .- .• .• .• • - .. . • .• • • . •• .,- ••• .- . : . .. . •••.:,:;,..' • • . . , .. ... „ , • • . . - . .•• - . • :. .. . .•• : . : . . . • . . , . . .‘ r• , .... .. • . . . . . . .• . : :. : . . .....„-....... . • • •• - . • • . . •... ... ... . . • . . • -• •:•••••: ••••••••• ..••,•-•.:::...:::::::•••:••••.• .... :::::„ • . • . •. .. . • -: •. : • .• . • : .• . ., . l''• / ::.....:::::.::• - \ .: ...: • .. ..: . • . .•- • ...• . . .• .. . .„...; . .... , ...:* • .* : .• .-* . ... •...... • ..• .... ::•••......::::*:*•.:•••••••., :•-•::.:::::::•••.:*:.:::•-: . -:•...• ••••• : .••• . ... . . ::. . .. .. -............. ... . ..: .. .:• I 134 134 , . . I . . OVEIIHEAD : : • • . • : : . • . . , . • . • POWERLINE . . . 130 . . . . : : • . : . . . . : • . : : • . . . . . . . . . . , z • • • • EXIST FENCE .../ : • RESTORE TO MATCH : • . • . . • . .. . ... ... . ... .. . ... .. . .„ ... . .. .. . .. .. . ..... . ...... . ..... .. ..„. ......_• --- -...... ....,_ EXIST GRADE ' EXIST CONDITION ' : • . .." : MH 1 --..... ..._,.... •. ....... ---- ASF?HALT PUBLIC WALKVVAY <, ....._ 120 120 : --_ , : . L11:--I / : -........ DRAINAGE DITCH : RESTORE.TO IVIA.T.C.H .,i,..W . . . --..... , : : . -t- ........ RESTOFtE TO MATCH -EXI8T CONDITION - W•Lu / . • : WETL/1/4ND BOUNDARY w• . ..../ : : . • z--: INFLUENT SPLITTER BOX , ---- --7 • . • . . .„ .. . .. .. ..... .. ....... -..... .....- c) . ...._ . _ . • : --, : . ...-- co . ..--:•:- .......... • : \: ..--- w ........... ....... _ .,.._ .-- ....- . . . . . : -.... : w ......._. : : : . . : . . . c co • • . . 'c! : . . * . ' . : . . . • 11 0 . . , c) cf) , : . : : , • . . • : : , . (3 , . , 0 . . 0 0 co a, 9 C.5 . . . : . . . c : . . . : : : . 0) _. . . .. „ . . , . • : : : . . . . . .. .. . . „ . . . . . . . . .. . . „ . . . . .. . — 100 8 : PROVIDE (2) 5ISECTIONS • : : -c.-0" • • • - -:• OF-PIPE-(TYP) - - - - • • : TRENCH PLUG C-904 : .....„7- (TTYPRENCH PLUG C-904 : . . _ a. , : • . . • : . .: . : . 100 : . : : : ........ . tTs . : . : : • • : . . . • : . I . ' . . . : . • : E -• . - - : . • : . . . : ' . . . .. .. . .. „ . . . . . . . - - - -- • . - -- - - - - - • - . . • - . - - - -- - - - - -- - - .. - -- -- - - --- - -- -. - .. . . : • . . t CD : . . : ,• : : . • : co V) O . • : . : . : . : . . • : . : + N -- § 0 cr) + N C) (1,1 • , . • . . • : . • . . • • . . . . • : • . . • : : • < 0) 't — - • - - • <• Ci) , . • • . . . . . .. . . .. . .. . . .. • . . . . . I-- -I . : : CO. . : ................... ,....1 CD LA : : : : : : , : : : : . ......... ................t..... S = 0.001.7 : . ...... . . . . . . - •- a) - , : : . • : : : , , • . : : . , .. 4111111, ' . . . . I 90 ;• . i i i li 1 1 1 90 i i i i i i i i i i i i i i i i. i i i c co e) (....) -1 -0+20 0+00 1+00 2+00 3+00 4+00 5+00 •+00 O cc$9 PROP --t' , . _c..., 40,40 i:....4,.., 749021:4 t... r-"" hi ir. . ■ OREM V' .(''11. 1 3$1.. PielN K N\ ul EXPIRES: 6-30-05 r.... LID SUBMITTED BY §) SCALE WARNING SHEET:0 :14 I DESIGNED K MI DURHAM FACILITY NSITECIP V IlLpl G > SQUIER ASSOCIATES ENSR INTERNATIONAL(PROJECT MANAGER'S NAME) LICENSE NO. DATE 000O—FC-1 30 IF THIS BAR DOES DRAWN K KAI/M RACKOW ( ) ) M W —Ilk, H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION PLAN AND PROFILE NOT MEASURE 1" - DATE: 23-FEB-2005 ---) THEN DRAWING IS Our commitment is clear. 84" RS PIPELINE REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 , . . . .• ..../ .. ,.„ • • i • \\:**-----L-:. ' • :',.:*:::), .. . , . •• • . . . , ,.....:::tfi :.." ..... O • m .• • W / •tL y•c7 • N • N i; 0 ©� ° CONNECT TO INFLUENT 72" RS 22 �` •.-- : . ::• • •• :•PUMP STATION SEE ` � 0. p • •DWG 100-S-040 • / : . . ISB 0 O. . :. 1+00 2+0 0 3+00 • :INFLUENT PUMP V+�O STATION • •� - -} - I- - �i) CONNECT TO SMH 11722 ....6 . .� �: cam►\,, SEE DWG 140-S-oo2 d- I1 i 1 ► 60" RS (22) : 4:.. L., .-• • ••- I r . : . n : • .„:: .......-':// I72RS (22) I ---_•.CONNECT TO INFLUENT • `SPLITTER BOX SEE . •DWGS 110-S-001, . 110-S-002 & 110-S-003 • • ': . . __ t .. . . . NOTE 1. SEE DWG 000-C-133 FOR HORIZONTAL PI COORDINATE TABLES. I. • • • . . . . , \.‘ , r i 130 130 130• • • • . . — __ r - EXIST FENCE ----.\_,.... : : • . • RESTORE TO MATCH•- — — _ — EXIST CONDITION DRAINAGE DITCH' •APPROX RESTORE TO MATCH ASPHALT PUBLIC WALKWAY EXIS CONDITION EXIST GRADE _ _ — — _ - - - . • T N RESTORE TO MATCH • — EXIST CONDITION • • _ — _..._ _ _ _ APPROX _• EXIST GRADE-- -- - _ - - = � 120 120 120 • • • INFLUENT INFLUENT INFLUENT ,� , �. :---__._—___� _ — y — — — _ — — — _ SMR_�• SPLITTER SPLITfER -- — _ — — — RIM 118.0' • _ PUMP STATION. • -- ._ __ BOX — Bt)X _ _ — —• • • • •110 110 110• 2-72" RS PIPE PROVIDE (2) 5' SECTIONS • • • . . — — • OF PIPE (TYP) • •• - • . .: . — 100 100 100 -I • 5 = 0.0111 A . : : . . • . : . . . . . : . • . . . : : : : a 5 = 0.001 : M: ti o - - - co w• •ocv ct� � .� � m - :. fl) L1.I li r W ~ - - Cr) W ' m • UPI . ' L II 80 I I I i I i 8Q i I I i I > i I i i I i I i i 80 0 0 -0+50 0+00 1+00 -0+50 0+00 1+00 2+00 3+00 3+51 cci%ED PROFS, 4 0 IN. Sj zL 4 8s, c . 74902P r-' • . 4 i— A OREGO \7'. 61.�Y 13,e P1N K P' to EXPIRES: 6-30-05 N. o SCALE WARNING SUBMITTED BY r) CIVIL SHEET: OF 0 0 1 DESIGNED K KAI ) ° H:1°=20' (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: DURHAM FACILITY SITE PIPING DWG: 000-0-132 z V:1 —5 IF THIS BAR DOES DRAWN K KAI/M RACKOW CleanWat e� Services o �— ' NOT MEASURE 1 SQUIERASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION 'PLAN AND PROFILE DATE: 23-FEB-2005 --' THEN DRAWING IS J BERGEN Our commitment is clear. 72"AND 60" RS PIPELINE REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NOV: 4969 COORDINATE TABLE 1 - HEADWORKS EFFLUENT PIPE COORDINATE TABLE 5 - DIGESTER GAS PIPE 0 ai POINT NORTHING EASTING DESCRIPTION POINT NORTHING EASTING DESCRIPTION Lo 0 Al0 640681.10 7620397.73 "PC1" LINE, POB, STA 0+00.00 H10 639938.2 7620117.74 8" DG LINE, POB, STA 0+00.00 0 0 N All 640651.54 7620445.04 "PC1" LINE, PI, STA 0+55.79 H11 639914.77 7620117.74 8" DG LINE, PI, STA 0+23.43 Al2 640597.48 7620457.52 "PC1" LINE, PI, STA 1+11.27 H12 639870.9 7620080.38 8" DG LINE, PI, STA 0+81.05 hi Ala 640592.71 7620465.37 "PC1" LINE, POE, STA 1+120.45 H13 639817.89 7620080.38 8" DG LINE, PI, STA 1+34.06 o A20 640696.27 7620407.06 "PC2" LINE, POB, STA 0+00.00 H14 639779.15 7620254.31 8" DG LINE, PI, STA 3+12.25 0 0_ A21 640679.81 7620433.41 "PC2" LINE, PI, STA 0+31.07 H15 639559.37 7620327.78 8" DG LINE, PI, STA 5+43.99 A22 640718.04 7620598.99 "PC2" LINE, PI, STA 2+01.01 H16 639559.37 7620473.28 8" DG LINE, 2"DG CONNECTION, STA 6+89.49 A23 640711.02 7620598.99 "PC2" LINE, POE, STA 2+08.02 H17 639559.37 7620529.36 8" DG LINE, PI, STA 7+45.58 A30 640688.70 7620402.38 "PC3" LINE, POB, STA 0+00.00 H18 639703.63 7620815.59 8" DG LINE, PI, STA 10+66.10 A31 640657.08 7620452.99 "PC3" LINE, PI, STA 0+59.68 H19 639643.43 7620918.8 8" DG LINE, PI, STA 11+85.58 . A32 640610.39 7620463.77 "PC3" LINE, PI, STA 1+07.60 H2O 639724.79 7620979.92 8" DG LINE, PI, STA 12+87.34 A33 640606.19 7620470.59 "PC3" LINE, POE, STA 1+15.60 H21 639759.45 7620987.42 8" DG LINE, PI, STA 13+22.80 A40 640713.77 7620388.66 "PC3" LINE, POB, STA 0+00.00 H22 639806.36 7621013.34 8" DG LINE, PI, STA 13+76.40 A41 640724.33 7620395.26 "PC4" LINE, PI, STA 0+12.41 H23 639804.13 7621040.32 8" DG LINE, POE, STA 14+03.47 A42 640692.14 7620446.79 "PC4" LINE, PI, STA 0+73.21 A43 640727.27 7620598.99 "PC4" LINE, PI, STA 2+29.42 NOTE FOR COORDINATE TABLES 1-5: A44 640736.37 7620589.99 "PC4" LINE, POE, STA 2+38.52 SEE CIV DWGS 000-C-105, 000-C-106, 000-C-111, 000-C-112, 000-C-114, 000-C-120, 000-C-121, 000-C-122, 000-C-123, 000-C-130,AND 000-C-132 FOR PIPING PLANS AND PROFILES. COORDINATE TABLE 2 - FORCEMAIN PIPE POINT NORTHING EASTING DESCRIPTION B10 639713.23 7620034.25 "54" FM" LINE, POB, STA 0+00.00 B11 639748.23 7620034.25 "54" FM" LINE, P1, STA 0+35.00 B12 639844.52 7620178.36 "54" FM" LINE, PI, STA 2+08.32 B13 640042.60 7620178.36 "54" FM" LINE, PI, STA 4+06.40 B14 640127.54 7620263.30 "54" FM" LINE, PI, STA 5+26.52 B15 640451.40 7620263.30 "54" FM" LINE, PI, STA 8.50.38 B16 640543.05 7620349.42 "54" FM" LINE, POE, STA 9+57.85 B20 639713.23 7620047.25 "42" FM" LINE, POB, STA 0+00.00 B21 639746.09 7620047.25 "42" FM" LINE, PI, STA 0+32.86 B22 639839.71 7620187.36 "42" FM" LINE, PI, STA 2+01.37 B23 640038.87 7620187.36 "42" FM" LINE, PI, STA4+00.53 COORDINATE TABLE 6 - DITCH INLET, AREA DRAIN, AND MANHOLES B24 640123.81 7620272.30 "42" FM" LINE, PI, STA 5+20.65 IDENTIFIER NORTHING EASTING DESCRIPTION RIM EL INV IN INV OUT DETAIL B25 640448.86 7620272.30 "42" FM" LINE, PI, STA 8+45.70 SS-1 639803.95 7620049.04 EXIST 48" SS MANHOLE 153.68 147.00 (SW) 12" SD, 146.28 (N) 8" SS 146.08 (E) 12" SS -- B26 640511.01 7620310.35 "42" FM" LINE, PI, STA 9+18.57 SS-2 639760.84 7620242.61 48" SS MANHOLE 154.50 143.91 (W) 12" SS 143.96 (S) 12" SS CWS 010 B27 640514.67 7620325.58 "42" FM" LINE, PI, STA 9+34.24 SS-3 639643.5 7620280.52 DITCH INLET 134.50 125.60 (N) 12" SS, 125.60 (NW) 12" SS, 128.00 (NE) 6" PD 125.50 (5) 12" SS CWS 250 B28 640532.54 7620336.53 "42" FM" LINE, POE, STA 9+55.20 SS-4 639534.82 7620316.13 DITCH INLET 124.00 118.52 (N) 12" SS EX 117.5 (E)8"SS, EX 115.8 (SE) 12" SD CWS 250 SS-5 639670.87 7620174.88 DITCH INLET 130.00 -- 126.00 (NE) 12" SS CWS 250 COORDINATE TABLE 3 - RAW SEWAGE PIPE SS-6 639690.49 7620215.59 DITCH INLET 130.00 125.93 (SW) 12" SS 125.80 (SE) 12" SS CWS 250 POINT NORTHING EASTING DESCRIPTION SS-7 639732.25 7620283.99 48" PD MANHOLE 145.50 138.67 (NE)4" PD 135.00 (S) 6" PD CWS 010, SEE NOTE 1 C10 639489.13 7620095.29 "84" RS" LINE, POB, STA 0+00.00 --- -° -° Mall MD --- --- --- --- C w C 1 1 639249.40 7620633.74 "84" RS" LINE, POE, STA 5+91.26 --- --- MINN MI =MS MI MINIM --- --- --- U C20 639479.00 7620078.75 "60" RS" LINE, POB, STA 0+00.00 SS-11 639709.47 7620014.58 48" PD MANHOLE 145.00 130.90 (E) 6" PD, 130.90 (E)4" SPD, 130.90 (E) 8" PD 130.80 (S) 18" PD CWS 010 00 C21 639152.09 7620078.75 "60" RS" LINE, POE, STA 3+26.91 SS-12 639592.15 7620014.58 48" PD MANHOLE 129.55 2@l22.00 (E)4" SPD, 122.00 (E) 4" SS, 123.00 (N) 18" PD 121.50 (5) 18" PD CWS 010 9 SS-13 639503.00 7620014.58 48" PD MANHOLE 125.00 119.50 (N) 18"PD 119.00 (E) 18" PD CWS 010 `= COORDINATE TABLE 4 - RAW SEWAGE PIPE SS-14 639536.16 7620512.54 48" SS MANHOLE 120.45 115.50 (W) 12" SD, 111.70 (NW) 2" SS 111.50 (SE) 12" SS CWS 010 c A POINT NORTHING EASTING DESCRIPTION SDR-1 639737.22 7620123.91 AREA DRAIN TYPE II 149.00 - 145.00 (W) 12" SDR CWS 220 a D10 639578.06 7620070.25 "72" RS" LINE, POB, STA 0+00.00 SDR-2 639737.22 7620027.91 AREA DRAIN TYPE II 149.00 143.99 (E) 12" SDR 143.89 (W) 12" SDR CWS 220 P D11 639517.50 7620070.25 "72" RS" LINE, POE, STA 0+63.57 SDR-3 639735.56 7619976.83 48" SDR MANHOLE 148.35 143.44 (E) 12" SDR 143.34 (SE) 12" SDR CWS 010 u D20 639578.06 7620087.25 "72" RS" LINE, POB, STA 0+00.00 i Ei SDR-4 639679.18 7619998.94 SDR OUTLET 136.00 -- -- C-220, DWG 000-GC-003 D21 639517.50 7620087.25 "72" RS" LINE, POE, STA 0+63.57 SMH-11722(A) 639152.08 7620072.25 RS MANHOLE - OUTSIDE FACE OF WALL 118.00 (W) EXIST 42" SS 97.89 (N) 60" RS DWG 140-S-002 -C o SMH-11722(B) 639133.2 7620072.25 RS MANHOLE - OUTSIDE FACE OF WALL 118.00 -- -- -- u) MH-1(A) 639255.49 7620636.44 RS MANHOLE - OUTSIDE FACE OF WALL 128.94 (NE) EXIST 66" SS 93.26 (NW) 84" RS DWG 140-S-001 () a) MH-1(B) 639249.86 7620649.08 RS MANHOLE - OUTSIDE FACE OF WALL 128.94 -- -- -- g, C' Cu U NOTE FOR COORDINATE TABLE 6: r Ft PROT D. 1. CONTRACTOR SHALL PROVIDE PVC T LOCK LINED SECTIONS AND CONICAL SECTIONS CONFORMING TO ASTM C478. c? +°INge J� Z COAT BASE (BENCH AND CHANNEL)WITH HIGH SOLIDS EPDXY COATING; (POLYBRID, EUCOPDXY, OR EQUAL). c 74902P ' 4 * , 2. IDENTIFIER CORRESPONDS TO CALLOUTS ON DWGS 000-C-042, 000-C-044, 000-C-045, 000-C-046,AND 000-C-047. c,, \)' "Y 13,'- P'4 N OA rte. EXPIRES: 6-30-05 o SCALE WARNING SUBMITTED BY SHEET: OF in 0 # 1 DESIGNED M RACKOW CIVIL (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� DURHAM FACILITY SITE PIPING DWG: 000-C-133 NO SCALE IF THIS BAR DOES DRAWN M RACKOW INASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION CONTROL POINT TABLES o NOT MEASURE 1N SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 11-APR-2005 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 �� MWH 4444111111‘ MWH AMERICAS, INC. 111 SW FIFTH AVENUE, SUITE 1770 CleanWater Services PORTLAND, OREGON 97204 (503) 226-7377 .. Our commitment is clear . Location Map N TO PORTLAND iN, / ■Iir PROJECT SITE ( '•, , MsDONALD \'0 selo N\I \p I � GPI Nifr SW 851- 11 AVENUE EXTENSION 6, r- r O � 11' 0 N � � EXIT#291 DURHAM RD 00 i' �4. FERRY RD , wi c.a 1 IMS:MsES ce MY ,UPeN��"; : / w o� • • �` � EXIT#290 :: �'' TUALATIN RD a LEGAL NAME AND ADDRESS OF "DEVELOPER" UTILITIES INFORMATION � �•��::, R .�� , NER L. ,r, CLEAN WATER SERVICES ,TYPE ,AGENCY .TELEPHONE # 1� �=0 N) 16060 SW 85th AVENUE 7 / T TIGARD, OREGON 97224 NATURAL GAS NORTHWEST NATURAL (503) 226-4211 E WATER CITY OF TIGARD WATER DEPT. (503) 639-4171 K.in STORM SEWERS CWS (503) 681 -3600 r,, o TO SALEM TELEPHONE NUMBER SANITARY SEWER CWS (503) 681 -3600 0 ELECTRICAL POWER PGE (503) 246-6699 a (503) 547-8183 •... Drawing Index � AGENCY CONTACT PERSON W Ch MR. RANDY NAEF, PROJECT MANAGER SHEET NO. DESCRIPTION a 0 DEVELOPER OBLIGATIONS 1 COVER, LOCATION MAP, & DRAWING INDEX co i 2 GENERAL NOTES, WATER CONSTRUCTION NOTES, COMPACTION 3 REQUIREMENTS AND GRADING PLAN NOTES 0 WHERE WORK IS INDICATED TO BE PERFORMED 3 SITE PLAN N BY OTHERS CWS IS RESPONSIBLE FOR 4 EXTENSION OF SW 85TH AVENUE GRADING PLAN AND STREET PROFILE co .- EXECUTION OF SAID WORK. 5 EXTENSION OF SW 85TH AVENUE LIGHTING, UTILITIES, & LANDSCAPING PLAN P 6 EXTENSION OF SW 85TH AVENUE LIGHTING, UTILITIES, & LANDSCAPING PLAN II 'w 0 7 EXTENSION OF SW 85TH AVENUE ROADWAY DETAILS I a. NOT I N CONTRACT 8 EXTENSION OF SW 85TH AVENUE ROADWAY DETAILS II >, 9 EXTENSION OF SW 85TH AVENUE ROADWAY DETAILS III :=U LL DWGS P85-00 TO P85-09 ARE 10 EXTENSION OF SW 85TH AVENUE ROADWAY DETAILS IV L OD PROre o NOT PART OF THE DURHAM FACILITY �5 PHASE 4 EXPANSION PROJECT � 4902; t a, 3 FEBRUARY 2045 'cAN KPH C a 4) EXPIRE& 6-30-05 w SCALE WARNING SUBMITTED BY SW 85TH AVENUE EXTENSION SHEET: OF L. u 0 Y2 I DESIGNED. B TAI, K KAI I - 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) lvi vv H DURHAM FACILITY COVER, LOCATION MAP, DWG: P85-00 Z NONE IF THIS BAR DOES DRAWN B TAI, K KAI � , SQUIER ASSOCIATES- ASSOCIATION WITH: NOT MEASURE 1" C1eanWatS e r ervices PHASE 4 EXPANSION AND DRAWING INDEX DATE: w THEN DTO SCALE EIS � ins commitment it cleat. X � REV DATE BY DESCRIPTION CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 WATER CONSTRUCTION NOTES GENERAL NOTES GENERAL NOTES (CONT) COMPACTION REQUIREMENTS 1. An estimated 12 percent of the water system cost must be on deposit prior to beginning construction on X 1. The City's standard specification for traffic control is "Manual on Uniform Traffic Control Devices X 22. One as-built mylar drawing showing all new public improvements, including STRUCTURAL LOT FILL: water lines, and to receive a TPW (City of Tigard Public Works, Water Division) stamped approval on For Streets and Highways", U.S. Dept. of Transportation, FHWA, 1988 Ed. any revision made to the previously approved construction plans and, also, any Minimum percent compaction required 90% Test method required to determine construction plans. improvement which may impact an existing public system or facility, shall be maximum density T-180 Frequency of density testing in lots 8" lifts 3 test for each 2 X 2. Traffic control shall be provided for by the contractor in accordance with the City's standard provided to the City by a registered civil engineer along with an engineers feet of fill 2. The contractor shall maintain one set of TPW stamped approved plans on the construction site at all specification and, also, in accordance with a City (job specific) approved traffic control plan. A copy certification of installation compliance (form attached). times. of the approved traffic control plan shall be available at the work area. ROAD SECTION - EMBANKMENT: X 23. A sewer system air-test and (V.H.S.) TV test report and one set of blueline Minimum percent compaction required 90% below 3' of subgrade 95% within 3' of 3. Curbs must be in place prior to installation of water mains within new subdivisions. X 3. Public roadway shall not be closed to traffic, at any time, without having first obtained written "As-Builts" (of either or both the storm and sanitary sewer systems) may be subgrade Test method required to determine maximum density T-99 or T-180 approval from the City Engineer. The permit holder is responsible for provision of timely notification required by the City for review and approval prior to connection of any buildings Frequency of density testing of embankment 8" lifts 3 tests for each 2' of 4. Notify TPW, Water Division, 48 hours prior to commencing construction to schedule a pre-construction of traffic flow disruptions to area wide Emergency Services (Tigard Police Dept., Tualatin Fire & to the sewer system. embankment meeting. Telephone 639-4171. Rescue) and to Tri-Met and Tigard and Beaverton School District. X 24. The permit holders Engineer/Inspector shall submit daily inspection reports, ROAD SECTION - SUBGRADE: 5. All work shall be in accordance with AWWA (American Water Works Association) standards. X 4. Advance warning of imminent traffic disruption shall be provided to the general motoring public by on a weekly basis, to the City's Inspector. (see Developer- Engineer Minimum percent compaction required 95% Percent compaction required to what placement of an advance notification sign at each end of the construction area 72 hours (min.) Agreement Note#5.) dept below subgrade 1 foot Test method required to determine maximum density 6. All work will be inspected and approved by TPW, Water Division. before initiation of construction work. X AASHTO T-99 Frequency of density testing of subgrade As needed 25. The City's Inspectors may, at their discretion, require provision of tests and 7. All pipe and fittings shall be ductile iron, cement-lined, of new manufacture and made in the USA. Pipe X 5. Access to existing properties shall be maintained at all times, including normal delivery service and or reports from the permit holder, permit holders engineer or contractor to ROAD SECTION - AGGREGATE BASE: shall be "Tyton" Joint Ductile Iron, Class 52. All fittings shall be MJ(mechanical joint) unless otherwise mail service and if not, shall be cause for work stoppage until effective access is established. validate claims of material or construction adequacy/compliance. Such Minimum percent compaction required 95% Test methods required to determine specified. tests/reports shall be provided at the permit holders' expense. maximum density OSHD TM 106 or T-99 Frequency of density testing of aggregate . 6. Traffic control devices, flagpersons, etc., shall be in place prior to initiation of construction work X base As needed 8. Cover for all water mains in street and rights-of-way shall be 36". Backfill shall be 3/4"-0" gravel. and shall be effectively maintained. 26. The permit holder shall provide a copy of a properly executed Release and Waiver document to the City for each ownership disturbed by construction ROAD SECTION - ASPHALT PAVEMENT: 9. All valve-operating nuts shall be within 36" of finished grade, otherwise valve operating nut extensions X 7. No work will be permitted during the hours of darkness, nor between 9:00 p.m. to 9:00 p.m. to activity, as evidence of disturbance resolution and owner satisfaction. Minimum percent compaction required 92% Test method required to determine will be required. 8:00 a.m. 7:00 a.m. Saturday, nor between X maximum density OSHD TM 306 Frequency of density testing of aggregate base 5 27. Existing monuments, property corners, and survey markers shall be tests minimum* average density Full time inspection or spot checking of 10. Poured concrete thrust blocks of at least eight square feet of bearing surface are required at each tee, X 8. Minimum travel lane width shall be , Monday through Friday nor between travel shall also be protected. Replacement shall be at the permit holders' expense. compaction Spot cross, and bend locations (see details for minimum bearing areas). provided for. X 28. The Engineer shall notify the Washington County Surveyor when the initial UTILITY TRENCH BACKFILL: (Beneath pavement or sidewalk) 11. A 4" x 4" x 8'-0", painted blue, shall be installed in front of every 2-inch water service location, and X 9. The City reserves the right to add to or modify traffic control requirements as may be necessary to and final lift of asphalt has been placed. Minimum percent compaction required for bedding 90% Minimum percent remain there until the water meter is installed. All 2-inch water services shall consist of a MJ x 2" IPT tee effectively control traffic and to assure public safety. compaction required for pipe zone 90% Minimum percent compaction required and 2" IPT x 110 compression fitting as manufactured by Mueller Company. 29. The permit holder shall provide to the City inspector, in writing, the names above pipe zone 95% Test method required to determine maximum density T-99 x 10. Before initiating any construction activity, the permit holder shall 9:00 p.m. twelve (12) contact and 24 hour emergency telephone number of two (2) persons who have Different Requirement for PVC No In landscape area 85% 12. Fire hydrant assembly consists of a MJ x 6" Flg. (Flange)tee, 6" Fig. x MJ gate valve, 6" MJ x MJ Mike White, city inspector, (#639-4171) to establish a place, time, and date for a pre-construction authority to resolve problems, take corrective action and, in general, will be holding spool, and a Modern Mueller Centurion fire hydrant, A-442, 6" MJ, 5-1/4" MVO, 3-port (2-2W NST meeting. responsible in case of any emergency. The permit holder shall notify the City ADDITIONAL INFORMATION/COMMENTS: hose connection, 1-4W NST pumper), I W pentagon operating nut, opening left, color: yellow; Approved Inspector, in writing, of any/all assignment changes. *When using nuclear gauge, two readings at each site, the second at right angles X Equal: Mueller Centurion A-423, Waterious Pacer 6790, Clow Medallion X 11. The permit holder or his contractor shall notify the City's to feet; pedestrian Inspector at to the first. The two reading will be averaged to obtain test density. 639-4171 twenty-four (24) hours prior to commencing 9:00 a.m. Sunday. work, twenty-four (24) 30. The permit holder shall cause his contractor to provide to the City 13. Each fire hydrant shall be installed upon a pre-formed concrete block with 1'/2 cubic yards of crushed hours prior to any staged inspection (see attached listing) and after completing work covered by the Inspector, in writing, the name and 24 hour emergency telephone number of a 2" - 3/4" drain rock. Tarpaper will be laid on top of the drain rock to separate the rock from earth cover. permit. designated "Competent Person" responsible for construction safety as per OR-OSHA, Chap. 437, Div. 3 Construction, Sub-division P - Excavations. The GRADING PLAN NOTES 14. All sanitary sewer lines within 10 feet laterally or 3 feet vertically of a water main shall be encased in a X 12. A copy of the permit and all attachments, and a copy of the approved construction plan and all contractor shall notify the City Inspector of any/all assignment changes. reinforced concrete jacket 6" thick for a distance of 10 feet on both side of the crossing. Where crossings amendments shall be available at the work area. All work shall conform to the permit terms, X are necessary, they must be made at approximately 90 degrees with at least 18" of separation below the conditions and provisions and to the City approved permit plans, and approved plan amendments 31. It is the sole responsibility of the permit holder to provide for proper 1. This grading permit is not to be construed as final approval of site grading, embankment water line. and to the City's standards and specifications and to these General Conditions. Changes to any of right-of-entry and/or easements prior to starting work. Proof of right-of-entry or or structural fill work; it merely provides for initiation of work and is subject to change the aforesaid must be approved by the City, in advance of work performance. properly executed easements, shall be provided to the City. The City shall in pending City approval of the entire construction-development plan set. 15. All mains with a static pressure up to 100 psi (pounds per square inch) shall be tested at 150 psi for 1 no way be construed to be liable for the permit holders failure to obtain or hour with a maximum loss of 5 psi. Water mains with a static pressure greater than 100 psi shall be X 13. Maintenance of the work area and approach roads is the responsibility of the permit holder. The provide for proof of right-of-entry or easements. �, 2. Spreading of mud or debris upon any public road is prohibited. The City may order 0 pressure tested at 1.5 times the static pressure for 1 hour with a maximum loss of 5 psi. work area and approach roads shall be maintained in a clean condition, free from obstructions and X stoppage of work to effect corrective action, at any time. hazards. A copy of the permit holders Certificate of Insurance shall be available at the work area. 32. Before placement of the final lift of asphalt, the permit holder shall clean 0 16. Upon satisfactory completion of testing, the new mains and connections to existing mains shall be and have the City complete a pre-acceptance video inspection of all new Z cleaned and flushed with potable water prior to disinfection. Flushing velocities shall be at least 2.5 feet 14. The spreading of mud or debris or storage of materials or equipment of an kind upon any public sewer lines. The permit holder shall provide the City with 30 days of notice for 3. Effective erosion control, dust control, and drainage control is required at all times. The o P p g P g g any P Y P P p Y City may order stoppage of work to effect corrective action, at any time. per second. Disinfection shall be in accordance with AWWA Standard C651-92, the State Health Division roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. the video inspection. Any deficiencies shall be repaired before placement of M a and City requirements. The continuous feed method of disinfection shall be used. Disinfecting mixture The City may at any time order immediate clean up and stoppage of work to accomplish clean up. final lift. 4. Embankments or structural fills for roadway construction or fills to be constructed on shall be a chlorine-water solution having a free chlorine residual of 40-50 mg/I (milligrams per liter). The buildable lots shall be constructed from excavated materials acceptable to the soils disinfection mixture will be prepared by injecting a calcium/sodium hypochlorite and water solution into the X 15. Effective erosion control is required. Erosion control devices must be installed and maintained engineer and shall be brought to grade in lifts not to exceed 8" loose measure. Each lift N pipeline at a measured rate while fresh (potable) water is allowed to flow through the pipeline so that the meeting the D.E.Q. requirements. The City may at any time order corrective action and stoppage of shall be compacted to 90 percent of maximum density as obtained by AASTHO T-180 chlorine-water solution is of the specified strength. Treated (chlorinated)water shall be retained in the work to accomplish effective erosion control. GENERAL SUM MARY OF WORK compaction test. N pipeline long enough to destroy all nonspore-forming bacteria. Typical retention period is 24 hours. At the 1- end of the 24-hour period, the pipeline is to have a free chlorine residual of a least 10 mg/I. After X 16. Property disturbed by construction activity shall be seeded with a standard grass mix; shrubs, 5. Structural fills shall comply with Appendix Chapter 33 of the Uniform Building Code. satisfactory chlorination, flush the water from the line until the water throughout the pipeline is equal flowers, barkdust, existing signs, pavement markings, mailboxes, etc. shall be reestablished, 1. EXTEND EXISTING ROADWAY 565'± INCLUDING CURB/GUTTER, Construction on existing slopes greater than 5:1 shall be achieved by benching into the chemically and bacteriologically to the permanent source of supply. Dispose of the disinfection water in an reinstalled or replaced, with like kind and material. x CONCRETE SIDEWALKS, ROADWAY LANDSCAPING TREES, AND A 45' existing bank a minimum of ten feet. If the bench exposes sand soil an underdrain must be approved manner. Do not allow disinfection water to flow into a waterway without adequate dilution or RADIUS TEMPORARY BULB. provided. The underdrain, if required, will be constructed by installing nonwoven filter other satisfactory methods of reducing chlorine residuals to a safe level as mandated by DEQ. After X 17. Effective drainage control is required. Drainage shall be controlled within the work site and shall AROUND THE TEMPORARY fabric, equivalent to Exxon GTF 12500, along the bottom of the starting bench, then DwujE disposal and flushing of the disinfection solution, there will be another 24-hour retention period prior to be so routed that adjacent private property, ublic ro property and the receiving system is not adversely 2. SIDEWALKS REQUIRED AROU EASTSIDE OF HET O P g P P � P public P p Y g Y Y � placing a six inch layer of 1W' - 3/4" drain rock, and finally covering the drain rock with the bacteriological testing. Bacteriological tests will be taken by TPW. impacted. The City may at any time order corrective action and stoppage of work to accomplish BULB• nonwoven filter fabric. Successive benches will be constructed with vertical fill between q effective drainage control. 0 3. ADJUST EXISTING MANHOLES AND CATCH BASINS TO NEW FINISH two to five feet and be compacted in layers not to exceed 8 inches. Each 8-inch layer shall I ' 17. Provide an Eclipse No. 88 Sampling Station manufactured by Kupferte Foundry, St. Louis, MO 63102. PAVEMENT ELEVATION. be compacted to a minimum of 90 percent AASHTO T-180 density. The fill slopes shall not o The sampling station shall be 2'-0" bury, with a 3/4" FIPT(Female Iron Pipe Thread) inlet, and a 3/4" X 18. Oregon law requires following the rules adopted by the Oregon Utility Notification center. Said a exceed 2:1 at finish grade. No rock or similar material exceeding a 12-inch diameter shall unthreaded hose nozzle. All sampling stations shall be enclosed in a lockable, non-removable, rules are set forth in OAR 952-001-0010 through OAR 952-001-0080. Copies of the rules may be 4. PGE POWER POLES SHALL BE RELOCATED BY OTHERS. be allowed in the structural fill. aluminum-cast housing. When opened, the sampling station shall require no key for operation, and the obtained from the Center by calling (503) 246-1987. If you have questions about the rules, contact the 5. NOT USED. i water will flow in an all brass waterway. All working parts will be of brass and be removable from above Center. NOTE: Damage to utilities shall becorrected at the permit holders expense. 6. The geotechnical engineer for structural fill shall be notified 24 hours in advance, by the ground with no digging. A copper vent tube (standard) will enable the sampling station to be pumped free 6. INSTALL 12" RCP DRAINAGE PIPE. contractor, of starting benchwork to determine the need for an underdrain layer and to iti . . . . . . . . . . . . . . . . . . . co of standing water to prevent freezing, and to minimize bacteria growth. The exterior piping will be brass, 19. Contractor must verify all existing utilities for both vertical elevation and horizontal location prior verify existing conditions. and a 1/4" ball valve shall be provided in place of the 1/4" pet cock on the vent pipe. to start of work (pothole before digging if necessary). Should conflicts arise and redesign or 7. INSTALL 4 TYPE CG-2 CONCRETE CATCH BASIN z relocation of facilities be necessary, it shall be done at the permit holders expense. Changes must °' 18. TPW will install all copper services and sampling stations prior to surfacing of streets. Water meters be approved by the City in advance of work performance. Contractor shall coordinate the work with 8. REMOVE AND RELOCATE EXISTING FENCING AND GATE. 7. The City shall be provided with a copy of the geotechnical engineer's o PP P g P g PP Y Y P report/recommendation changes. 53 will be installed by TPW upon individual request and payment by others (owners). All water meters affected utility agencies. 9. INSTALL ROADWAY SIGN. connected to an irrigation system must have the proper Oregon State approved backflow prevention 10. INSTALL STREET BARRICADES WITH SIGN. SEE SHEET P85-05 8. If springs or ground water are encountered during construction, the contractor shall ;� device , minimum of a DCVA (Double Check Valve Assembly) installed on the property side of the water 20. A temporary hard-surface patch (Cold mix AC or Hot Mix base paving) shall be placed on FOR SIGNAGE REQUIREMENTS. notify the soils and civil engineers of the conditions found and coordinate his activities in a meter. In addition, every meter for commercial, multi-family, industrial, and institutional service, regardless trenches within roadways at the end of each days work. No trench, on site or off-site, shall be left at ' ' manner that will allow the engineers time to review the situation and prepare a plan to E of size, shall have the proper Oregon State approved backflow prevention device minimum of a DCVA any time in an unsafe condition. The permit holder is responsible for and is liable for hazards or 11. INSTALL 2 COMMERCIAL DRIVEWAY ENTRANCES properly mitigate the water encountered. installed on the property side of the meter. The backflow prevention device shall be installed and tested damage resulting from the prosecution of the work. 8" ,9 PRQFF by the owner, with the results forwarded to TPW Water Division, before water services can begin. 12. 8 WATER LINE RECONSTRUCTION '� � -° Y g 21. Work provided for under the permit shall include repair of existing facilities (roads, ditches, etc.) 9. The contractor shall have the soils engineer take compaction tests. , or p o d o e pe p g { ) 13. ADJUST WATER METER VAULT A minimum of three tests will be required for each 2 feet of fill. 4902- r- 19. Upon completion of installation of the water system, the contractor or owner shall advise TPW of the as may be necessary, in the City Inspectors opinion, to overcome deterioration or damage which ��!' total construction costs to which will be added 10% for TPW inspections, water loss, overhead, occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the 14. EMERGENCY ACCESSWAY II . „ , o P �! ' t Y P 10. Excavator must comply with ORS 757.541 through 757.571 �� j administration, sampling, etc. and 2% for engineering review, including "as-builts" drawings, updating permit holders' expense. 15. STREETLIGHTS (Utility pre-notification, etc.). ;0:0) master map, intersection maps, etc. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED EXPIRES: 6-30-05 i SCALE WARNING SUBMITTED BY 0 0 !2 1 DESIGNED B TAI, K KAI -V SW 85TH AVENUE EXTENSION SHEET: OF E o * Vi*(PROJECT MANAGER'S NAME) LICENSE NO. DATE INA�SOCIATIONWITH: DURHAM FACILITY GENERAL NOTES, WATER CONSTRUCTION DWG: P85-01 �,i NONE IF THIS BAR DOES DRAWN B TAI, K KAI C1eanWat ' S er ervices PH ASE 4 EXPANSION NOTES, COMPACTION REQUIREMENTS, SQUIER ASSOCIATES-ENSR INTERNATIONAL oat commitment i• cleat. DATE: ,� NOT MEASURE IS ARCHITECTS ASSOCIATIVE INC AND GRADING PLAN NOTES x -I REV DATE BY DESCRIPTION NOT TO SCALE CHECKED, J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 . •• -,-,•- „:. -.i.-.•-•••••• -••""--'•.: '•;•::.•.:if,:::::,-,:77„:::- ..• . , , PRIMARY NO , -•**.t-. 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A SODIUM 200 WATT MAST ARM LENGTH 10' .,• -..„..... , ,..„. „. -,.... 11, ..,...u4 Z....... • .? A-:?..i: -'...- -\\%.,.. F-/i ic-,..i . ..,/ %,:: .:, 1:,---- .... ........., ........ ........ '-'",.. -...--,..... ,f---- ..".'. LOWER SERVICE LINE AS REQUIREDT6 hyklisrAIN • I UU ../ ..:, ,...„.„.... "V ...c -••.....„........ .0 .4., . II LO ..:":' / TEMPORARY -- ... -,.. to oo . .: 07,6NN.cEr05.11FOANCFILRITy014 .,,.............„.....7.-::. ,...: ..• a....• ..-• "-•-•. 'V > -::?.. i • i,..) ' • • . • 3 .'%---- ,„„...,.....,%,...,..:......:. 3F;REOFFity0DVRAERI.qtPRTOOVMIDAEINTTF „ MAINTAIN SERVICE VRIY,6''EC.. .- ...:\--.0 ::' Co.'"-..-. , O -• :.:. . _. . . O C •.., .;:?• . , .. • . . • - ''..... . .. . • a..0' :::,' '•••••„.......,,,:' PERMANENT •••••••••:: .;•-•-•-- INSTALL Z Z x iii .. - O 0 ..,:::''. . .: ' - • .I:: S - N D RP -A :3 X 0 . .:'• •..- . • •• v)il-Yor.413:'G6r0007F TIGARD 1 1 . . • . , • -....,...... / • •. : . . . . • • • • 0 0 .-". 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THE EMERGENCY VEHICLE 85TH AVE STA, 3+00, 30.25' RIGHT z z 11 "Z ACCESSWAY INTERCONNECTING INSTALL 30x30", "NO OUTLET" ROADWAY SIGN. (W14-2) z I (...) TO DIGESTER COMPLEX NO. 2 WAVERLY DRIVE AND THIS PRIVATE DRIVE WILL HAVE AN SEE CITY OF TIGARD STANDARD DETAILS AGGREGATE BASE COARSE SURFACE. FOR MORE DETAILS, REFER TO THE MUTCD, P.2C-20 & 21 < < M - M 15' WIDE ELECTRIC POWER I SEE TY OF TIGARD CI DEIAIL .••• .. .. .• : . .• • :•• : .•••: . .. .. . LOCKED GATE rw5a) 85-0 N 640,218.999 E 7620508.320 GATE WITH CARD KEY , , #142 FOR DRIVEWAY : . : . BAR CODE READER i• \•:•-•-•-•-•-•-•:• ......--z.,,„,o) ••••••-• : le :: : . . • . , : • : : . . : : • , . • :: TURF STONE PAVER BY WESTERN INTERLOCK OR APPROVED EQUAL, INSTALL PER MANUFACTURER'S SPECIFICATIONS. IV 7.... BEGIN AVE. 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'1;:;:::::::. .;:' .;:: ::;*• CL < 85TH AVE STA: 4+36.56= j ' \\ i 85TH AVE. STA. 2+60.35 w PRIVATE ACCESS DRIVE STA. 0+00 . ., 2 '2 L....- . . F..- :.:.....,-1:: . BEGIN RIGHT 5' SIDEWALK 0 .3e 4 • 1 -INLET-PROTECTI9NT„... 85TH AVENUE STA. 3+25, 30.50' OF .SET. ‘:: ....:. Li.j ., .. 1`85-Q' „ ... . . .. . .. z v) I I ',.. .:i'lsa .::. ::::::: ::, STA: 3+88,18, 25.0' LEFT —/ . . ... ..._, .. •••• INSTALL ROADSIDE LANDSCAPING TREE , EVERY 25'. / = L° L° \--/ Oa NEW PGE :POWER POLE (BY OTHERS) WITH STREET UGHT. .-....... \-- '' '.....---...... ..., ,. .... . .: . BOTANICAL NAME: PYRUS CALLERYANA::!:,. CLEVELAND SEItICTI l'cl r V 03 CO .... ,- - ..., - ::' FIXIURE TYPE: COBRAHEAD HORIZONTAL ROADWAY ........, .- I DROP LENS COOPER OR GE HIGH PRESSURE SODIUM ...... • • 85TH AVE. STA. 3+67.50i;•451 LEPT......_ :: „,...,....,,. .. -,,,:•:..-:::,, COMMON NAME: FLOWERING PEAR ':'••• '..•:: .„••••' •••••\:._2•,. I • •.•-•... 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(13 • ,: '; : : ..• .• ; • • • • , . .. --.... ,...„.......• . . , . . . • • • • .• .• ...,.. „ . . . :• .•• ,;:, ------„. .:: ..-:-•,.., :1"" — .:,----........,..... ........ -......, .. .. . . • • .• "0 >+ 5 O I PLAN L E 0 PROP( ...1 2 , 1 " = 20'-0" , 4., i,.. 0 = co 0 c.5 *„ ,...... &kJ , 0 it:: . 4902- r*** Nt• c.) . !••-f'1 ji. IP ■1, Ce/_0 . i$ ■ • .0 v) Ili j '1 0% r. 0 Y141- .... 0 N acIN K PA 1 1 0, c c a *ii. EXPIRES: 6-30-05 (1) h. 0 .." SCALE WARNING SUBMITTED BY O SW 85TH AVENUE EXTENSION SHEET: OF - 0 0 Y2 1 DESIGNED B TAI, K MI ( ( ) ) M VV 'N"4114r DURHAM FACILITY LIGHTING, UTILITIES, P85-05 1 .0 . cr 6 1 — 1 c ,... AS (PROJECT MANAGER'S NAME) LICENSE NO. DATE H IN ASSOCIATION WITH: .- a. a..,,,.. IF THIS BAR DOES DRAWN B TAI K KAI CleanWater Services PHASE 4 EXPANSION LANDSCAPING PLAN n b:_ _ , Z ' ' SHOWN NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 6: .. , THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC out commitment is cles.t. LE:121 ,REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 x cii: • - , BOTANICAL NAME: PYRUS CALLERYANA CLEVELAND " COMMON NAME: RING PEAR 8.0 50.0' • ... .�'*N 7( P.U.E. /•-••`,� r��' 7,' a. 1.5 ,1* r .....1111,SHOULDER -r '` ,,,..11/4‘,111 /Fr " 5.C)' ~ 11111.- Aft a r SIDEWALK 37.0 1.5' • SHOULDER t,_ 741111111111 1 1/2" £ ROADWAY - .c.0 �'S -�'" ,., -'"= 2.0' class c AC 5.0' I .'� G �' l ..• - ..�- 15.0 SIDEWALK ~ ~F �QQ� 2-1/2" 4- f CLASS "B" AC E 2% SLOPE 2% SLOPE ---• --2% SLOPE 5;1 M ,giswonswIpmr/.1g0.:::::;Nr S ...---2r� SLOPE ,,, ,,,,'- •..<•::�•:••:•..:• _,r:;;::y,,;iii '%:. \\\\`\�\V\\\\'. \\\\\\\\.\ v/ir,irr/ rf ", ,; �,,,, 7 .f ! - j x► A �i1t"�' ��'i- # # i. i i� '�#�i�i # # i_. is #�♦�#�i�#� ,i�,��'#- y#�,�•� i �! 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P.U.E. :: ..:.::.:.;.. r 4" 1-2" 3" (3/4" - 0") COMPACTED SUBGRADE " 12" (2" 0") BASE COURSE 1" BATTER �_ BASE COURSE .I-ITT-1711=H,. i ' I t 11• ROAD -- 1 w 6 2"R■ " III II _„ a -ii . . • = _ BASE COURSE D EEAI L • o e•e as• s a o .__,_e e aI'= ROADWAY SECTION 24" NTS (FROM CITY OF TIGARD PUBUC IMPROVEMENT DESIGN STANDARD FIGURE D-1 LOCAL (COMMERCIAL & INDUSTRIAL) ) 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. © MODIFIED JTIT 2. EXPANSION JOINTS: •STATION. 2+25 TO 6+78.34 (CURB AND GUTTER) STREET C -SECON A. TO BE PROVIDED: 1 AT EACH POINT OF TANGENCY OF THE CURB. 2 AT EACH COLD JOINT. 3 AT EACH SIDE OF INLET STRUCTURES. 6+78.34 TO 7+70.96 (CUL-DE-SAC, CURB ONLY) I.'16111k 4 AT EACH END OF DRIVEWAYS. - 85-0 5 AT LOCATIONS NECESSARY TO UMIT SPACING TO 45 FEET. B. MATERIAL TO BE PRE-1AOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, WITH A THICKNESS OF 1/2 INCH. 3. CONTRACTION JOINTS: A. SPACING TO BE NOT MORE THAN 15 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. 4. BASE ROCK 2"-0 OR 3/4"-0 95% COMPACTION. BASE ROCK SHALL BE TO In SUBGRADE OF STREET STRUCTURE OR 4 IN DEPTH, WHICHEVER IS GREATER. •• In o n DETAIL to 6 CURB JOINT MOUNTABLE CURB 4 1t- 6=-1 •• 5' MIN. • I SEE NOTE 5 NTS 1" BATTER I _ - " w - A■ -i 1111 ;I 1 ii -1 1=1=-Ti E ROAD 1 6 1 R 1 II -•.-.-2 it 1 i-- 71.-Ti a.. I- - N .. w R+AD• • .a ' 1, - ► ." • is-- t_ ...•. Yom_•; ..- . 0 0 � -r : a _11,1:Ti: 01 w PLUNGER BAR TYPE •c:"; a •• e •ear :5� 2" OF 3/4 -0 BASEROCK 4" DIA GATE 10 -0 LOCKABLE LATCH W " = POST MP) 24 • - COMPACTED SUBGRADE CENTER STOP SET IN •a' BASE COURSE CONCRETE TOP RAIL £ RIEDIANS BE REDUCED WITH PRIOR +•4 x 1' W '' 'i,,, ,, - _ ►..ii+.Y L FROM THE CITY ENGINEER. SIDEWALK ADJACENT TO CURB •�+/'•, .....'� ' -��- ►♦�'•' + STRETCHER v INTERNAL BRACE ••• •+ + BAR z '.:.. I ■ ',Gs. ' `.''.'w 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. w AT CORNERS ;,,+ cn AND GATES ' ' '•';� STRETCHER 3. EXPANSION JOINTS: v •, = _ BAR BANDS 3 NOTES: H " ••�i i ∎ii+�A. TO BE PROVIDED. 3 8 TRUSS .�••• tit ••• -0 1 AT EACH POINT OF TANGENCY OF THE CURB. / ••; i ROD ASSEMBLY ► 0 2 AT EACH COLD JOINT. 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 0 TYP i l 1 E i Lo 3 AT EACH SIDE OF INLET STRUCTURES. OF 1-1/2 TO 3 . 1- ( ) 0 wa 4 AT EACH END OF DRIVEWAYS. I I 'I E-z N 5 AT LOCATIONS NECESSARY TO UMIT SPACING TO 45 FEET.co 2• PANELS TO BE 5 FEET LONG. w ..,., ,,., iM LB• MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, _ +++ .+ +++• •••+++• + iWITH A THICKNESS OF 1/2 INCH. :::: . �: : i a'a•a.a a-a a':'aa'a a'a':'aa .'a .a.... v 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, ,....... •! [ E -4.'•••••• 0 ce NOTES: z' 4. CONTRACTION JOINTS: UTILITY ■VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. '♦�- • �.,'roe,,,�J,� •e J�/+�/�..• ,r�/ 4» . y V 3 1. SEE SPECIFICATIONS FOR 00 A. SPACING TO BE NOT MORE THAN 15 FEET. III .; z 0 FENCE MATERIAL, COATINGS, B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1 2 INCHES. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE TENSION . . ••. • 0�,,i AND INSTALLATION REQUIREMENTS. b " w / CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. WIRE •• PAVEMENT • a ••:• 04 m 9 5. BASE ROCK 2"-0 OR 3//4 -0 95% COMPACTION. BASE ROCK SHALL BE TO / MATERIAL r v 2. SEE SPECIFICATIONS FOR 0. SUBGRADE OF STREET STRUCTURE OR 4 IN DEPTH, WHICHEVER IS GREATER. o o 'N 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE N •z I 1 CLEARANCES IN SNOW REGIONS. j 6. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE: CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. •.' SEE NOTE 3 !w . ") .0° wo 3. 12" DIAMETER X 18" DEEP•a A. 3" I.D. PAC PIPE WITH COUPLING. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. " �I w CONCRETE STOP W/ 20 -0 6- 4BARS, 20GASTEEL >. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 6-#4 B SLEEVE .� SAW CUT VERTICALLY 18 EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. GATE AND CORNER POSTS SHALL BE DIA = ROD OD + 1/2 "• o C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' DESIGNED BY AN ENGINEER. OTHERS E AND A MAXIMUM OF 3.0' FROM PROPERTY ONES. SHALL BE 12" OR 5 X POST DIAMETER, E WHICHEVER IS GREATER 0 PRO/it' DETAIL DETAIL �� t cn DETAIL �, , --ro. CURB AND GUTTER ii) CONCRETE SIDEWALK 3 LOCKED GATE 5 4 O2, r-- cn NTS (CITY OF TIGARD DETAIL DWG. NO 126) NTS (CITY OF TIGARD DETAIL DWG. NO 120) - rs - 9 4 - I� , ' Li Ili N 3 F'4N K P►\ I C O EXPIRES: 6-30-05 o SCALE WARNING SUBMITTED BY SHEET: OF I` 0 _ 0 Y2 1 DESIGNED. B TAI, K KAI `' ,-- SW 85TH AVENUE EXTENSION a.. AS IF THIS BAR DOES B TAI, K KAI (PROJECT MANAGER'S NAME) LICENSE NO DATE IN ASSOCIATION WITH: e DURHAM FACILITY ROADWAY DETAILS I DWG: P85-06 xi o =M5ZI (SHOWN DRAWN C1eanWat e r Services PHASE 4 EXPANSION NOT MEASURE 1 SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC out commitment is cleat. cr _1 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED, J BERGEN x � _ - _ -COMPANY OFFICER r§ NAME) LICENSE NO. DATE __ _ PROJECT NO.: 4969 \ • NOTE= BARRICADE SHALL HAVE A MOUNTED SIGN o 1. MATERIALS: THEREON: STREET TO BE EXTENDED IN FUTURE". 2" X 2" X 63", 12 GA. GALV. PERFORATED STEEL 0 POST. -Al 32.0' la•- f3t ` 2 1/2" X 2 1/2" X 18", 12 GA. GALV. PERFORATED GROUND STEEL STIFFNER POST. 1 6.0' '''\y�\\ 0 `x' 2_1/4" X 2 1/4" X 36", 12 GA. GALV. PERFORATED - a 16.0 -r '' - 8" / . SEEL ANCHOR. (4' MIN.) 8 a i/ , 0 / " °� -A/• 3/8 X 3 1/2", GALVANIZED HEX HEAD BOLT WITH III. 1111. III. 0 L{� , . 20" o/c 0 7/CK 16" X WASHER 5", GALVANIZED OR 5 16 CARRIAGE CORNER BOLT WITH FLAT AND TYP. : LOCK WASHER, 2 BOLTS PER RAIL PER POST. ' � ' Alr ' �" �� AV AV _ �� _ NIL _ _ _ "� 0 2" X 8 CROSSRAILS-PAINTED WITH REFLECTORIZED I 5.0 I 0 / RED AND WHITE PAINT. Aar " iD " Air Air ` 111116. lib. 111. NIL lb& 111. lb. li, 1111. ' 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 0 SUPPLEMENTS AND HIGHWAYS AND THE OREGON GROUND 0 3F-b BARRICADES \�!��\ 6.0" \\/%�%\\\'S.\\% j \\f /\%/ " 6C- BARRICA DESIGN \\ 6.0 �, / / \\ / 12.0 » /�.\ \•/,,,..\ \\ POST SUPPORT DETAIL -+�- 18 `/\� `' \ AND WORKMANSHIP SHALL BE IN 3. ALL MATERIALS A WO SH SEE POST T ACCORDANCE WITH THE CURRENT STATE OF OREGON SUPPORT DETAIL STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION 4. BARRICADE FOR SIDEWALK IS SIMILAR. DETAIL STREET BARRICADE n NTS (CITY OF TIGARD DETAIL DWG. NO 192) TIF-- 11111 3/4" R --0--6" EDGE i 6» 5" �- DRAINAGE BLOCK OUT 3" I.D. PLASTIC PIPE W/COUPLING Iii I,qw:::::In:aCii;;:�:• iu1■Ilmuuali iin.iInlimi.n iii■I I.UEiIuuiil.n.iial.iii1n1611 4 • ' • • 16" 11 ......6 a rul.l.n■ 'I..Iiispp1.U'1t ,.....�n_ ' O 0 f o • . - i Q p O :!.......: „..116111111;111 IIIJ•161II1 1.11'111.113111 1.."'1.••J MESH CHIP A o O (� ' 4 a. 3111 •liiiiiiiiiisul i i II G i■nil • .a 1'11..11E1.111 �..��..i; i (BIOFILTER) . . . 1'11 111.6'1. iiii:1■.:i BAGS, TYP Q U 1■11■111.n1fu1 ii ii:r,ll.�1 , (� �' niiiwl■111 la ii i i�l'l r - i■ u.wn'ul III_u!!!!:n 0 Q -.• 4. ':ii:%iiu.Iu �ii.niiiiiir iuUliiiiiiiiiiii iii��11;ii•iA' Ili iiliiiiiiiiiiiiiiriiiialIliiiiiii 111 t11■1111n■IIIulIU II1IIInIli " 14 Iln■I1■1J■u■11I111■H:1111 J•1I NOTES: AREA BASIN 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO UMIT THE SPACING �, TO A MAXIMUM OF 20 FT. Y, I.�iii a is :Mil iii: -2- ;:�:.: '.i�,.....ii 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL !Mt" ;i2■ 9In WITH A MINUMUM THICKNESS OF 1/2". _,. i1. I.ii:.I ULIU z :`; _ "16 6i1 "1' 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART it n ur ■ri'''ll 66iiiill'11'it 6.l q iw.treA WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA O ■'1�!■■■nn■u a>�1�7�,a■6611■!�■a i.a■■��n1� rig■ar';I;;;i■li.iia■■.aa;a■.rill■■... . E. -� ■: 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. N 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET CATCH BASIN AND MAX. OF 3 FEET FROM PROPERTY UNES. O O N • N DETAIL DETAIL :1- INLET PROTECTION n STANDARD CURB 5 - NTS (CWS STANDARD DETAIL NO 101) NTS (CITY OF TIGARD STANDARD DETAIL NO 125) C a - FILTER I 2NX2" POST NOTES FOR SEDIMENT FENCES: is ' 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE L : :.:.r. :......: H. i I I LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, T R F R C FILTER CLOTH SHALL BE SPUCED TOGETHER ONLY AT A SUPPORT POST, WITH A i R __• FILE AB I MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. I . , (0 o N - -I 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE m N FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND s . .%::_ „-:- == : -..I ..;-._ © I=_ ,.,. DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. -MP = o ■ in FABRIC '6"1 11"- in 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 4 INCHES. ALL 4" BELOW s I. EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED is GRADE AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. • -I 6' MAX o N 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2"x2" POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED 1 I ; ON THE UPHILL SIDE OF THE SLOPED AREA. .p 2"X2" WOOD POSTS 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR STANDARD OR BEIIE.R A USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY E OR EQUAL. ALTERNATE: _ PROTECTED AND STABIUZED. •' ' pSTEEL FENCE POS i'S 1 ,, z" 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER ,�� i EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED L ELEVAl1oN SECTION A REPAIRS SHALL BE MADE IMMEDIATELY. `"� 4'�O � J DETAIL -0 SEDIMENT FENCE DETAIL (T' 1 gc NTS (CWS STANDARD DETAIL NO 203) - EXPIRES. 8-30-05 .. SCALE WARNING SUBMITTED BY SHEET: OF 0 0 X 1 DESIGNED B TAI, K KAI SW 85TH AVENUE EXTENSION 13 o , (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: DURHAM FACILITY ROADWAY DETAILS II DWG: P85-07 v j _ _ NTS IF THIS BAR DOES DRAWN B TAI, K KAI C1eanWat ' Services PHASE 4 EXPANSION z NOT MEASURE 1 SQUIER ASSOCIATES- ENSR INTERNATIONAL Out commitment i• cleat. DATE: W W THEN DRAWING CLIS ARCHITECTS ASSOCIATIVE INC x REV DATE BY DESCRIPTION CHECKED, J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 B7 SEE STANDARD DRAWING NO. 255 FOR FRAME AND COVER. y -- .Pr_ • ." % " . ; EXISTING DRIVEWAY -- . •. MATCH WIDTH & GRADE .J. .4 4 •4 • iiII4 : " A w A ,+/ " I R W LINE A . 4 _ _ L ■ 4 �} NA* i L. . ,. % H SEE NOTE 4 w -___ TYP. 5 a X r BOLTS ,...�., . ■.... ' VARIES s :;::•J {{{ y� .:. SEE NOTE 3 #I �77 T 1.4.It■ail .... w...: E S E E• fi. t EDGE FLAT 1/2" AR 5' MIN 2 �• NOTE 3 2% r , ''�'' 'SECTS ON A --A SEE NOTE 2 - • . , N �, V' V SIDEWALK . 4 : 4, 1 t '_ Y ■ • w w x % "� ■ „ X 2 [� " X 3/8* _. I ANGLE A ,. • la w .. •. 3/4"v , .. - 6' 30' MAX 6' PLAN VIEW RECESSED CURB INLETS . .i , 10#. MIN TO BE REINFORCED CONCRETE INSTALLED IN PLAN PLAN . ACCORDANCE WITH . CURB DRAWING NO. 226 . TOR OF IL w 4 r i ■ " I % •v • r v .4. - I PAVEMENT •, tip. %4►•' A 1u 1111 B " s ;i ldml l : Iim�1 I I 3/8- ► ` ' FL AT BAGS I I M STREET 3/4" 2% • . . . -= F11111111111.11 ,. _. . , WEEP , * * • ' t * ' ' * Z - t�."" ` 6" '. i • 4 " • _ 18" - I� : CROSS BARS 2" OF AGGREGATE x . MAX . ,� g 3}B# ROUND E (3/4" o") COMPACTED ■ :4* " • 111111% "' '.,",�ri' SECTION A— A y w ; p . ■ 6" X 6" 10 GA MESH ---............L« z .* } i ■ r + 11111111, 1IiItItI, 3 SEE t 1 M •E NO. 4 , . -, ■ 6" FOR POURED IN • Iri " .0 • , - PLACE ,........ew... s-" ` A e s .. ■A. t[��5" WITH `` .. U I . . � 1111111111 • ■. ■ r REINFORCEMEN f Y ", f I. 0 NOTES. " .ors . w• r w "," k T Y'% • FOR PRECAST • % % _ IFI 0 +? "t • �.� I" �. liii 4 4■ • ,. , .#• . M•• "r w ,. e .*• • . r } . a� ,�,r 1t 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. � III I INPIIIPI I I * E . 2. CURB JOINT SHALL BE .TROWELED WITH A MIN 1/2" RADIUS ALONG. BACK OF CURB. o SECTION A—A SECTION B—B - " 3 EXPANSION •& CONTRACTION JOINTS SHALL BE 1/2 PREMOLDED ASPHALT IMPREGNATED F2. NOTES: 1'� PLAN OUTER BOTH ENDS MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO. FINISH GRADE. NO i i-►•i• � ��p � �r� FLAT OUTER L:.� �� AND . CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE I WITH ASTM 0-476. B " " r .1 6,. EVERY SECOND SECTION B—B z 2. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOWLINE OF PIPE IS INNER BAR 4. 6" X 6" 10 GA MESH GREATER THAN 48". SEE STANDARD DRAWING NO 100. SET FIRST STEP 1 FROM j REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. TOP OF GRATE. o. 3. INSTALL STRUCTURE ON MINIMUM OF S" OF "—O" COMPACTED BASE MATERIAL. N 4, REINFORCEMENT FOR PRECAST CATCH BASIN SHALL BE REBAR MEETING ASTM • A-615 GRADE 60 OR WELDED WIRE MEETING ASTM A-497. NOTE: Lo 5. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH CF 3000 P.S.I. FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL, N AND A SLUMP OF 2" TO 4". ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICATIONS.. . 6. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTTER _- - v APPLICATIONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. APPROVED s NO SCALE AGUSTIN P• DUMAS L ENGINEERING I?EPARMENT . STANDARD ',r,,l o�`t,'6 13128 &Vt. HALL AND. . a" 1"1p 11t DING. NO. x r • I E t1REQ17M Y w met :,.. 1 -4111 MARCH 11 98 DRIVEWAY AY INLET CATCH BASIN � CITY OF TI AR r� � �-7ao7► -aeanWater\ Services 0 142 anew APPROVAL DATE pRAwIN NO. 2 _ 2 REVISED 0 —03 Our commitment is clear. DRAWING NO. 255 REVISED�F .... Our commitment is clear. • 3 1 0 a a, 0 r m a s -,r, .co U C .N LI D .,- a I LLD 1 O 0c. • --75.- c f 49 02 ' .� f r r142 3 PAN KP►A a°, EXPIRES: 6-30-05 N SCALE WARNING SUBMITTED BY -v` ±e/ 0 !2 1 DESIGNED B TAI. K KAI `' ,- SW 85TH AVENUE EXTENSION SHEET: OF N a (PROJECT MANAGER'S NAME} LICENSE NO. DATE IN ASSOCIATION WITH: DURHAM FACILITY ROADWAY DETAILS III DWG: P85-08 a,� NONE IF THIS BAR DOES DRAWN B TAI} K KAIC1eanWat ' Services(;� Z NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL PHASE 4 EXPANSION DATE: w w THEN D�CIA EIS , ARCHITECTS ASSOCIATIVE INC on: commitment 3. cleat. x i REV DATE BY DESCRIPTION CHECKED J BERGEN (COMPANY OFFICERS NAME) LICENSE NO. DATE PROJECT NO.: 4969 SAWCUT ---".--------------\._ .f 1111111111111111111111r iir I A11011, ,um mirommowd, 400", IF . SURFACING A 4141 /11 IPCFIC7 I pa in .61 1 z DIRECTED z.., M ATCH:3 XISTING 1.47A<TERIAL ..31,11;irimm alf,;* .IIIII witoir 70,74.01007.7 = 'OR AS dry spmpip,..,...", 161111"._ 11.1014040411. 40 WV BASE MATERIAL . •moi- yip,„impr<r, yzwzzzi,......arir'a•Npmmi ze-4.-fzeiz,0 Oink 1641.' IP'jai i 4 ES 4 ,-e.OP dil 1 Mthoe7iiWAIIIIIIMAVIJIMIIIIPBEMI'I:4k 1...aitirtiltAMe , - wow iry,,,..) my- „...oir,----7por dir Now - 4 ---1 7 co -2(4117 II(ADOM(A710 all1.11111 SZ < z SZ 0 = 14. , . it I . Aiiihk. (f)(7 t;3 ; &) AiLil . di P . W TABLE 3-2 so --It"--) -11411111goidik Igurvidai gam Adak 1.... 0 EROSION CONTROL MATRIX i E < > %'41... 2 COMMERCIAL, SUBDIVISION AND LARGE SITE CONTRUCTION 01 . 1dm, STOCK . MONUMENT CASE Sc COVER , P,.... ■ SITE SLOPE PILES . IN ' ..' 411,. BASE MEASURES <2% <10% <15% <20% <30% <50% >50% . 110 fa '1. Gravel Construction Entrance .011*. z 4 m x X X X X X X 2 3 w W (Sec. 3.3.1) I E. _ : ' NOTES: V 12- A E 6 2. Sediment fence or barrier at toe of x x x x x x x ,< distrubed area (Sec. 3.3.2 and 3.3.3) . ci6 , 0.14 b R 4 Q. *. ‹ .. n 3. Undisturbed buffer at to of disturbed A(2.) 1. MONUMENT BOXES TO BE CAST IRON O area (Sec. 3.3.5) T ... 7.di • .. O.- ALLOY SUITABLE FOR HEAVEY TRAFFIC i A, , 4. Sediment fence installed on contours X X X X X x LOADING #1036 OR 1033 SUPPLIED BY: . .. (spacing) (Sec. 3.3.2) (300') (150') (100') (50') (25') (25') 6* MIN 6" MIN . 5. Temp. interceptor dikes/swales ile1/14 ii. * INLAND FOUNDRY CO. INC. 6$ MIN BEDDING BELOW around active work areas (Sec. 3.3.11) # # # # # # # , a . 191 N. 39TH • OUTSIDE OF PIPE BELL 2 6 w ' SPRINGFIELD, OR 97477 4•,1 . g WET WEATHER MEASURES it 50 (541) 747- 91.72 6. Established grass ■ 4 1 P ,444. mtki k7 < ",..i lit. \ , • , " (Sec. 3.3.6) * * * * * , , toe, feotic Ei. `I' h) OR . . 7. 2"-min. straw mulch cover 41,11(4. I . re, 0 0 0 0 0 0 , (Sec. 3.3.7) . 28 \\\(":",',\K.":52, .„,,;,\\:),y"\\\\\*\s":"),P,,,,,,,,.>.\\\\1/4 il 8. Erosion Blankets with anchors 0 0 0 0 0 o NO.NO. M 1010 AND SUPPLIED BY: , I 3 \ ,,;./,:::::\."., z , . ' . OLYMPIC FOUNDARY 9. 6-mil plastic sheet cover (Sec. 3.3.9) 0 0 0 0 0 * * SEATTLE, WASHINGTON. - • TRENCH FOUNDATION . STABILIZA110N, AS REQUIRED ' - 10. Sediment trap or pond (Sec. 3.3.10) 0 0 0 0 0 (NL° • 2. ALTERNATIVE TYPES MUST BE APPROVED e BY THE CITY ENGINEERING. DEPT. PRIOR . . POST CONSTRUCTION ,. , RI ' - TO INSTALLATION AND MUST CONFORM 11. Re-establish ground cover or (7, TO THE FOLLOWING MINIMUM DIMENSIONS: NOTE: landscape prior to removing erosion X X X X X X X - measures (Sec. 3.3.6) i 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. . •.... 3. APPROVED FOR ALL STREET CLASSIFICATIONS. ..g 2. JOINTS TO BE TACK AND SANDED. X = Base Measure x .x Key: ei 4. MONUMENT TO BE NO • DEEPER THAN 6" BELOW 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. A = Alternate to Base Measure Indicated in Parenthesis (nw FINISH GRADE. # = Optional Base Measure. Can use as Applicable D * = Supplemental Wet Weather Measure (November 1 -April 30) (Seeding prior to September 1) 0, ' 0 = Alternate Wet Weather Measure to . ., - - , Note: If different areas of the site have considerably different slopes, the site may be divided up 8 APPROVED Irft and erosion measures selected for each area from the appropriate column in the matrix. 1 , NO SCALE APPROWO rf: NO SCALE . 61/ ' MURK P. DUENAS. , `1",s ENGINEERNG DriPAIIMItiNT MONUMENT DWG. NO. ENGINEERING DEPARTIADIT - AGUSTIN P. DUMAS CITY MINIM TRENCH . .. , „,,, 13120 11.* NAL NEW - CM ENGINEER DWG. NO i ' . t-11.4:111 WAND, , ‘,, , ' 07223 , ' BOX ,. 0 rArt ;,,,<CZ MOCK 1998' 170- • l . _....c..... „....... OREGON MU > ' CITY OF 'WARD 17 troil "111P7 mARCH 1998 BACKF1LL . 1 80•APPRINAL DAV * CITY OF TIGARD , . .ill OREGON APPROVAL DATE b> plc •_ rj , CITY OF TIGARD EROSION CONTROL MATRIX ic. I ., , '-u--`:. I 1 on PROP( 3 (cl, 4.44 ° cc) lity, tn Li ■*i .t) 3° I 05 EXPIRES 6-30-05 (<(-) , SCALE WARNING SUBMITTED BY ,_ 0 , 0 Y2 1 DESIGNED, B TAI. K KAI 85TH AVENUE EXTENSION SHEET: OF -o .0 .in 6 t;i2M5iiii ( ) ) M IN -NI* DURHAM FACILITY ROADWAY DETAILS IV DWG: P85-09 (PROJECT MANAGER'S NAME) LICENSE NO. DATE u) a_ H IN ASSOCIATION WITH: a.,,, NTS IF THIS BAR DOES DRAWN B TAI K KAI CleanWater Services PHASE 4 EXPANSION " _ -0 .. NOT MEASURE 1" DATE: I: THEN DRAWING IS SQUIER ASSOCIATES-ENSR INTERNATIONAL out commitment Is clest. LIJ LLJ REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE , ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 . • . . . . •„.....- . . . .....;•••-, . . .....::: . . . . 3 .: • . . . • • • . . .. . . . .• .:.. • .. : • • .. ••••:• ...- . GEOTECHNICAL LEGEND ec; ....„: • ........ .... . . . ',..•,...... ..,....: ...,...,, •.... ,:.,,,, . .. :. . :. . ... ... . - . , to .:. :.." : . .. ......„--/./......• . ••• ,• : . 0 . •-• . . . . •• .... ........... ......... • • 0 • ....._•.•.. .-.:•••,.• ..... cii , : • ..,..... : . . • .... .•. . .. m .. - .. .. . .... •:•••• ..• ..... •. ..::::. .. .. ... ... •.•„........... ,"...... . . TP-1: A DEEP TEST PITS w ............ . . . .. :. ........ / ...... ./......: -.••••'-• . „.,•••• . . . .. LL. ... : . . . •• .. . .. -.... 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DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 . . . ::„ • 3 cli MATCHLINE 000-GEO-002 GEOTECHNICAL LEGEND In LA DEEP TEST PITS 0 TP-1: 0 cl • . .. : • • .A • MIMI, III • MIEN IN •..• INN. II • MIMI. • •• I■ 111 • IN•111• NI • MI OBSERVATION WELLS (GEOPROBES) 111 • ME •....- .. 111 •,... 11111•1•11„,.• • MINN .• • ,...1•11M,:in • MEM. • - • . 11111 :11,:i ,e..:„. 1E ::,•. ...•. INININII ; . /'. . °WA. •..-7-r-4.-:::. Wr° . III • ••••• • • MINI • III 11•111•12 IN III • II , • • .•..,a - • NM= • • 111••111•1 .III _AI !NUMMI, • • MEM III • 11111111•1 III • MIMI IN •• ••',111111..:-.....!......Ai U. %,...,...•.,....., ,.,.. ... ... ......, .....„. ..., . . .... ,.... . . . . .. : . ...... 7 6 . .. . ... .... ....•-,• .- • ..-- -:.:::::::..... ' ..'. . . . ..::::.. ... - . „ .::. . . :..•......... - - -:::.......: - - - ..:.. • .- •;:::.. .::..•:-:',..•:::::--:•::. ••••••.:. '.:.. '.... •••••., '.. :-.. ',. .... : .„ ..: .:. .: ..... I UPW-1: A PUMP TEST EXTRACTION WELL . 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SUBMITTED BY -•=x*, SCALE WARNING cth) 0 16 1 DESIGNED SQUIER ( ) ) NI IN H DURHAM FACILITY DWG: 000-GEO-003 EXPLORATION LOCATIONS tiii2T2S ■iii (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: PHASE 4 EXPANSION PLAN 3 DATE: 23-FEB-2005 o ' ' ye =40' IF THIS BAR DOES DRAWN K KAI z SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. .0 • NOT MEASURE 1" CleanWater Services PROJECT NO.: 4969 0 --) THEN DRAWING iS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ,. • • GEOTECHNICAL LEGEND . m TP-1: A DEEP TEST PITS•w • OW-1: , OBSERVATION WELLS (GEOPROBES) N .• . .6 UPW-1. A PUMP TEST EXTRACTION WELL .. as ........,.,..,.. ,..............,....,.......... . ......... ..., ..•.:, . . ,................ .. .. t5 0 .. , , • . .. BH-1 EXISTING PHASE 3 BORINGS a. ... BH-9: PHASE 4 BORINGS • >. PRIMARY RIMARY ;... ; C LA RIF IER �� 4 . • •�, OBSERVATION WELL TO ELEV 47 FT (4 EACH) H L OBSERVATION WELL TO ELEV 63 FT EACH)•• • . OBSERVATION WELL TO ELEV 83 FT (9 EACH)% 48"`FINE . ::: :.::.: -.,.. •.•:-..---- 40. SETTLEMENT POINT 5 EACH) • . :::::•:. ii,... ':"•-•-•: .„....,„. . * :::::.:: . ::::::,*11:::::.:::::•:,::,:.'..: .. .,::: *.. :: ...•:::.:::::'...•::::: .. . ::::-:.±::•••• •—•••::::,.-.... ....:::::::, •• ..• : . .......„....„..•......... •..... .,.,. • NOTE: TOTAL 20 OBSERVATION WELL FOR ....•,....•:, ......... ,...0.:,,,:.: ....,..,;:::::,.:.,..., ..,,,,,:iii,:ii,,...,,...j::::. i,.......,....„.—,....,..,.:',",,,,......-\—w...,:...—.........'...,— -... — .. . ::. ..:.,.::, .,.......„......... .:.:::::::.,::.,....,..:::::.•:1,„,,:..*::..,.:....:::::...:,,,..:,, .•:...:'.., ,..: ,..:..,..f.,••/....:., ... •••• •••••:•••••••:in.::. .......„':..!•-.. ::::•::::::::••••:..:n.., .... -': -- • . ....• ...,•"..•. -,w ••••:••••"----•:-•••:-•-•:••-•••••"--:•••••*-"•:..!":.*::-,""--:::::•-•:::::•-•-•:".•••:•'•••••!:•••••••••••••••••••••-••••••-•'''••••:::-:::.:p.:i::::-i:,::::::::.:...,....',.. ' : •:, .... :. •:: ?••••,:: ' ,: J... I .... ,...A::: .i.i.i: ...v.::: . IPS ISB AND 42" 54" 60" 72" 84" PIPELINES. • WELLS INDICATED AS "W—X"AND COORDINATES • GIVEN ON GEO DWG 004—GEO 005. • '*'•••••• ::::::::.' ... : ::: 48" HWE • • • -,k . : :.. 48" HW E • • :: HEADWORKS PC • •:: i • • PRIMARY • 4 " WE CLARIFIER • 4•PC1 3 • .ji. • HIM • PRIMARY:INFLUENT FLOW W :. SRF * . ♦ DRIVEN WITHIN 2 ... ... : :..:......:....:..:::.:....::.::.:.: :.: ..•...: .. ..„..... .. :::... <: (TO;BE INCHES GRO..• . •., .. ... .• .•••. .., , UND 2-INCH DIAMETER SURFACE:.:' .r ::.: UR ACE ALUMINUM CAP >: MIN 3 WOODEN LATH WITH :.:' ING FOR LOCATION n.• • : .. .,.......... •••411P A-. � - _ FLAGG -I- .....: ..:: �,1 :: : CLARIFIER :: CLA v� h 2.. ... -� 0 ,`' °w 54" FM • . 0 • . — o as • t� =: .:. 1II II :..; �/2 OR %—INCH DIA REBAR, •'N INCHES INTO :.;•; SUBSURFACE n. :- C — NOTES: i .� BH 1 ..„...,..,., . .• . . . . .. • • . ,• •• 7 .. .. . .. . . • ,.....,...:::,...,....:.,.., • i.::•.„-..... ::,,,,„ ....1.„......,....„::::!.........,.....,..... .!, s ...,:...• . ....:......... . . . • . . . , .. 1. SEQUENTIAL• : : : � NUMBERING SYS TE M (S P 1, SP 2, S Ei P3...) ) - ; PRIMARY — 2. ALUMINUM CAP SHALL BE AS SUPPLIED BY v . . • ....-.... :: : ; :: CLARIFIER INSTRUMENTS, C RIF PORTLAND PRECISION INSTRUME•E . :.: ` 1 PORTLAND, OR (503) 231-1576, OR EQUAL. • • m :. Co • I• • rr 0, .:''' ,...: -: ..."„........... , ..:.. .: • . . DRIVE POINT SETTLEMENT POINT TYP D NTS N - : : °:. ::..:• .• ..• ' 49 PROT z : �, 8� Co 2 m .. • • -- I tt 0 : �: 9, P, rte. • 7 LL ` ::.�: ■ ■ ■ ■ ■ ■ - ■ ■ ■ ■ ■ ■ ■� ■' ■ ■ ■ ■ ■ �� ■ ■ ■� ■ ■ ■ ■ ■ • -111•1•011• • - ■ ■ mii■ ■ ■ ■ ■ - ■ ■ ∎ ■ ■ ■ ■-'- '• ■�irr i• ••••- ••∎•: -• =f ii''- • ••' `ir■r■i ■ • •••• ,....• �■• • • • • • imin. • • ••••• • • ••••1 • • mom ■ ■ emmi ■ ■ N 4p 13,tiCNI MATCHLINE 000—GEO-005 Lc) EXPIRES: 6-30-05 o SCALE WARNING SUBMITTED BY 0 1 DESIGNED SQUIER GEOTECHNICAL SHEET: OF - (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY OBSERVATION WELL LOCATIONS DWG: 000—GEO-004 1 M=-40 IF THIS BAR DOES DRAWN K KAI IN ASSOCIATION WITH; CleanWater Services PHASE 4 EXPANSION AND SETTLEMENT POINTS O NOT MEASURE 1 SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23—FEB-2005 THEN DRAWING IS Our commitment is clear. PLAN 1 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 i CG 0 MATCHLINE 000-GEO-004 N • • • • .In■ • • • • ■ • MINIM ■ • MIME ■ • f,� • ■ MEIN -■ ■ MOM • • MIMI • • NM= ■ • •• ■ • ■ • MUNI • -■ MIN • ■ MIR ■ • TUNE • • MIMI • • MEE ■ • ■ ■ MEN .:t• • .:• • !��•:• • •''•� .•ov. !i i�■�,#t: +s••:.:a1. ■ ■ �• ■ ■ I..I • • • ■ • arm ■ • ■ ■.... ■ ■. ine W • GEOTECHNICAL LEGEND N :::-::: . . •:., ::'. .'1:!'. 1 . . . .. . .. .. .. . . .:: .:: $ :: . . . .. • - . .. . . . . . _N o <:.:, TP-1: DEEP TEST PITS rl- . ..... OW-1. 0 OBSERVATION WELLS ( EOPROBE ) UPW-1: A PUMP TEST EXTRACTION WELL . -.::.:.:::. .. NI ----•: - EXISTING PHASE 3 BORINGS• . :.:.:... ...:.:.::....:.: . • BH1: ;::. >• BH 9 • PHASE 4 BORINGS• .........:. .:...:.......... • y • Z,::. •::. :i • __ill_ OBSERVATION WELL TO ELEV 47 FT (4 EACH)• :: ........ :.. 4 H • •.. ...:, : .. • .. ! . .. t . I .. OBSERVATION WELL TO ELEV 63 FT (7 EACH) 54" FM ADMINISTRATION . .. OBSERVATION WELL TO ELEV 83 FT (9 EACH) 42„ FM :... . ... .` SETTLEMENT POINT ( 5 EACH) r 1 H . • .. 4/.-- BH 16 NOTE: TOTAL 20 OBSERVATION WELLS FOR . .. :z IPS, ISB,AN 42 , 54 , 60 , 72 , 84• S WELL INDICATED AS "W-X"AND COORDI • NATES • :,,:: a GIVEN ON THIS DWG.• z NTH . DIGESTER COMPLEX • g NO2., i y• OBSERVATION WELL COORDINATE TABLE : TOE ( } W-1 639757.36 7620105.35 47 4 • •, , .:. W-3 639664.44 7620072.37 47 • - . :.•f �, W-4 639679.82 7620166.28 47 • 1 v • W-5 639739.97 7620105.66 63 , .:• :: W-6 639652.60 7619990.37 63• • p . B H�8'. \i W-7 639676.36 7620085.04 63 • •.: : DECOMISSI01�'ED • . ' W 8 639679 52 7620148 88 . , 0035 33 63 •:.:. * . ••-:.... . .. . .. ... . . .. . .. »:.:•• • 4.• ,,,...,.::i.i...._.".....:........,..- ....,.....,, .,...., OW 1 . MONITORING WELL L681.82 • C - :. ODOR .� :: ,'.;. • AP ELEV-152.30 ;: W 13 639563 28 7620078 62 / ; • CONTROL -.. . . ,. 1A14-1 .....,.. •BIO ILTER - �- W 15 639463.19 7620180.10 83 : :' --- BH-9 - W-16 639391.18 7620343.51 83 • • BH 9 "'W-S MONITORING WELL L5.9087 . • a '.. .. . .: . >��. -"-- -'C LEV=156.12_,;_:::.:.....•-• • -..:. .:.-. :.• '''? 639325.13 7620491.13 83•.i., • .• " �r .•.:,.: . ; W-18 639270.47 7620628.26 83• f , o I W-8 / W-19 639279.10 7620063.93 83 Lt.' ..... .•. -• �' "' W-20 639180.68 7620064.44 83 0 . . . ., •-.... ';•.:' •••••.. .:::.....,.::. i*O. .....••• W-12 0 INFLUENT PUMP .:.. -.. • . 40".. ---..' . N DECOMLSSIONED ' '......". ' ..-40 •••• ........ A k . , A- ....... • -.:.. ----..................... W-2 W , a :W-6 ,7 ._ W-3 • • • • •i • •. BH-13 :• .... . MONITORING WELL L59089 , ...::..... ...... . CAP ELEV=131.21 .• • •0 N : V N • 0 0 •... , MONITORING WELL L68200''... : • :.:; i 1 2-72" RS - - W-1 CAP ELEV=130.97 v ,• • U :. .. . . :. :,... :: .. .. .DI �cC� IFS• • g r1. • • ■ • ■ • ■ ■ �O ■ • '`■ ■ ■ ■ �I • •- I • • • 11� • ..r'• ■ ■ f� • a ■ • ■ • • ■ �''. fir ■ sm. • ■ • 'in • • • ■ �o ■ ■ �I ■ ■ =f! •"..• 'asi� ■ '■ • • �� ■ '• mils ■ i::. ■ • now.-Ai • 'fay ■ • II.N. • • am. ■ • l C3S- _401N., Z Vor 74902P� r" hi MATCHLINE 000-GEO-006 ‘, 641' 13,1 p ti EXPIRES: 6-30-05 SCALE WARNING SUBMITTED BY � 0 1/ 1 DESIGNED SQUIER GEOTECHNICAL SHEET: OF - �� DURHAM FACILITY DWG: 000-GEO-005 z° 1.=40' ( , (PROJECT MANAGER'S NAME) LICENSE NO. DATE INASSQCIATIQNWITH: `` OBSERVATION WELL LOCATIONS IF THIS BAR DOES DRAWN K KAI CleanWater Services o NOT MEASURE 1 SQUIERASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION AND SETTLEMENT T POINTS DATE: 23-FEB-2005 THEN DRAWING IS Our commitment is clear. PLAN 2 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 • , ul U) CO 0 0 MATCHLINE 000-GEO-005 GEOTECHNICAL LEGEND 0 ci co w .. . . . . • —... . . ..... . • — • . .. . • . . _ 1111 • MINN...III.,.El 1111111•1111 111 • 111•11111•1 • • 1••••1 II • 1111•11•1 • II-.11111111111,......-.7....:111. 1•1•111111 III • •II•1I•1 III 1111%.. 11111 • • MIMI: • • NUM •:.:IN..11•11r...111 MI =MI • •:.aurno: 7:I. wk.,: 7:11 II momi • IN mow ; • is Nom • li am= al • moms . a mom • a am= • • Nom. el • mum a • am LL. A I C\I .---.• •.,.-..., ::::: TP-1: A DEEP TEST PITS ---•---. . B.H-1-0-• • . . %. • . . .. • : OW-1: • OBSERVATION WELLS (GEOPROBES) iii 2-72" RS . MONITORING WELL L59088 '.. : : , . . • : co W-9 II : • .::. . „.. • -.• - .. .. . . . . : 0 111111 CAP ELEV=127.56 : .: . .. . .. •• : : . • UPW-1: A PUMP TEST EXTRACTION WELL '5 .., ., ... ...,.... . . . • a. .• . .: • • . .• . . . . •• :: i .... . :: . : • . . .. . . . .. . . ... .. .. • :: . . . . . : : . . . . :: ... . .....• .. . . ...... • . • • BH-1: 0 EXISTING PHASE 3 BORINGS . . ••• . . --(11"------.W-11 . . ... .. : -• . • . INFLUENT ' : ■■ r • . ' ..„ - • . • . . • ...• . . • - :: : : BH-9: • PHASE 4 BORINGS .. SPLIT-1ER gur th Ir■ .• •• • „ ::: ::•. .. . ..• . : . . . . BOX (ISB) W45 . . , :: • • . .:::: • . ... ... :: :.• • • W-10 - --•:-::::::::',...:••••• ....-:i::... . " : . . . ...• . k (1\\-- BH-3 .......••••-• . . . • ".. •::::::.:,...„ . :::::::::::::: •••• •-............ . - . . .. . .... W-14---,)10...., , MONITORING WEL .• . .. .. : co . CAP ELEV=118.• ''-•-•,::::...,. .... ..: ::::. ...:,-„„:„:.•:... , , ., • • : •......... _ . 1 . . . . , . • . . . „„ • — . . • .. . : , •.'• -4- OBSERVATION WELL TO ELEV 47 FT (4 EACH) - . . • „. .. . . .•• .. . . i.: . ,:.:. . ... „ • : ' ...: *.: H• . . . : . : g ,......*:;!....:•::::::: . .. . ............•.•„, ... . ::, , : : . ." • ,... . .„.. ., . . . . . . ..: ........... ,..:: ,, . :. ...,: .. ... • . . - . . .,,... . ,.. . , .. ' . : : .-• , .. : . : • • : .... OBSERVATION WELL TO ELEV 63 FT(7 EACH) - -:•:-..':::-:::.......: . . „ .• . .•... ,•••• •• " . .W-16 "' - • ::: ' ' WETLAND :: . •• - " ....:: • „: : ..• . . ::. : ,.. . . ....... : ., .. : : . 84" RS /4141/141iiiiiii, -•........ . . • • • - • ' BOUNDARY • ii-....:::::.:..-: . -.....'-''''' :•:::-••••,. :•:-..-••••:"*. ••••.-:::::••:-.•.:•::. •-.....•- :--,: ......;....:........ , ..,. ..• .. .. , ::.:::•*-•:: ::•• • - .• . ' (TYP) • . :.-.:: • .....-., -:',.: * OBSERVATION WELL TO ELEV 83 FT (9 EACH) ••• .• - •. .. ... ., .. • .. .. .. • . .., • ....• . . . • • -• • :•,:: ••- • - , . .- ...• • . . : . . : : .•• • .• 40. SETTLEMENT POINT (15 EACH) .. , . 4101111,.1111._ - 0N111T. •. ::.-:•-•.::. : . . • ..' '' •ING W. L L590! i :::::.' •-• - - EX .• • • ..::.. .. . .. ".„......•::::.: ....... . , . • :• . • . ..• .: .... ..*: •• . ... . . .. . .... : . . . . . . . . . . • , . . . .. . . • ' . . . . :. ... :... . . ..-:::::::,.- • . IPS ...„ :. . . . ..... . . . . „. . . . • .. •. . , • • .. • .. . . . . • . • .••• -1■P:411411/r '1" EV=11 .48 . , ... . . : . • .:.: - • ...„. . . .... .. • . NOTE: . . •••„:.:: .: • . . . • . . ••• ..... • .. •:... . •., ..... •••. . ••., . • . . • .: ... . . . ... .. ,• . ,.. .: :. : .• TOTAL 20 OBSERVATION WELLS FOR . % • :„.„, . . .-.... .., :•:;:•::::'::: 41114. W-i7 .::: ,..!*J.-::••••• . . .. .. • : . . •• • • • - .. .... •-. • . • . - • IPS, ISB, AND 42", 54", 60", 72", 84" PIPELINES. . . • • . .....: . : • ,.. . . ,, . . . „ •••• • • .. Atli. • . - • • .. • . . . .. . • , • . . .. - . . .: . . WELLS INDICATED AS "W-X"AND COORDINATES .: :: .... • • • • - . . " ... .: • :-.: . ..• . .•..• :•:: •:„.. : . GIVEN ON GEO DWG 000-GEO-005. . . .,.• . : . . . . . • . ,. . . • ...:. . . - : .. : • : • : .. . . - . ,... .. .. . . . . . . . • ..... •••. • •• • 41/*/6,41 .41' ..: H.:: : . : ::-. :. : .. . . . • ., .. .. . . : . ... :.:,... . . . ,..% -.... ... . 411*/ . . . , ..:.,:........... .. „ .. . • 4‘ -- BH-15 •••"-•••••.••••••:.-.:.:.::::: ...... . ::-- • . V‘1,18 -•••••,,-•• -...... •• . . ' •'• :.. :::',";••••••.1 "* ' *. ''' ' i • :*- •.4-•:•••:-::::....:,-: . MONITORING WE •:151 . . . . . „. . . • •• , BH- 2 .:, . . . . . . • :...... . .....„.. -W:7.19 ' 'i:: i:•• ''..1•.::: —\m .. ..? :: :,.:•:-.: : : .••:.:-. ,... :::::. • CAP ELEV=121.00 . ,... . .. :::::::::;''''..m..0:.:::::.H.......1......,T..:::::::::i.:_:,..:1•,':::::::.:1:::G..: E..,LL L59,, , ...,..... ‘,:.::::,....:'''.:::::.:::*il''::::::::: ::.''' ''''''::: '''.. ,...:,::.....:::::::.,,,,,,:/::::,:.::::....: 7AP.E..:....:.• :.. ..,:,........:,.,:..:::.„.": ...., : . . ... ..... . : :::: ) *NITO- : G ELL L59091 ::.::: ''' •• ' .:•••• ...n..: ' V=11 ' .26 :.• . . ...:.• . . • :. . .... .. . . : : • .. .. ... .. . ....., . . •••::: :. • : , . . .. ...-....,. :•. .. • . .. . . . . . : ..•, . .: • . „ . . . .,. . . . Q 440I■ • - .. -.:::::•.:.::: ... ...-1.:::::::;'!",,i'...!:'' . :„.,...:;:. : : . . . . . .... , . . . ,,., . - • . . . ... . . . . . .. . . • ... 1 •r• ': •.1\-- E:34:42•'''. . .. . . . . .. . . • . . . . .. . . . . . . . . . . . . . . . . . . ..„. .. . . . . . . . : • • : • • : . . • . . . . . . . . .. . /**,,.... ...:::-.• MONITORINO.WELL..t180f)6 ..,...."' „.•••'. i •'' • .• 60" RS .. , ••• :.. : • • CAP ELEV=130: 3.••••::::::::::::•::"../‘'...:',/ ''.......1. •::: - :. . .. : ., . . • :. . •-. - . • . •. :. . :.: • . : •,.. .. . : • - . MH 1 .• - ... . . ,,. ,... : . : , • • • • : . .:: . , , • ... . . : : .:....... . : . . . . . . . . . . . . % .4 . • .. .. . ,. , • . • • . - . ... ... . • • -1. 14 . . . „ • • . ,• • • , .• • . • . „. . :. .. ::•.• .... • ., . ........:- .: -.: . - ......-.. ..• . • .. . : :: . ••••••. - : .... . ....., ..,.. ... ..• , 4 ......-.: . .•: : .. • .:. ... . „•.... , -. AO!" .:•• /:•:::::: -. 11:-:•.:.::::-•;-::-. -•:::::: :::::: •••::. • . . 4i7---..'' CAP ' LEV=1 :.80 ,... , • • . : . .• . . . . . . . „., • . . • : . • •• . . . ., . . . . . . . . . W-20 : : . „. . : . •„:.....:...... . .:„: . . ,• ..... „ .: . • • • . ... . :: e.:: _ . ...: .. . .. .. . . . . . : ::•. ....": . ..... . ... . . . .... . . . .. . .. . . . . „ , , , , .. ,.. . ,. . , .. : • . . ' ' ' ''. •* :: • :::: . . . : .. . ., , . • , . • . . . • • . . ... SMH 11722 . • .. . . • . , . .. . .. , . . . . ... . . . . • . .. . ... : . • . . . „ . . . . . - • . - . :„ • . • •. • : . . .• . . ,. .. . . . . .• . ,. ..- . • ... • • ::. . „„: :, : . , .: .____...- ‘..... . .•. - ::. ••••• -: . .. .. . . ................ •. .: .. . . . : . , . .. . •••• ,. . . . „ • . . - • . . . . . . . . . . . . . .. . . . . . .., . . . . .,.. • : .:: •••••.::::::, ••".••• .-:::::.: ••:' -: .' .• .r.: • ••• . .. :. • . :• • • . "' ... : ... : :, ,:: . . . . • :. :.•••:... -• • ... . .. . . .. .,.... . . : . . ..,.. - - • . . .. - :• . •. i . : ... . '.... . .. . .. . . . . . . '''. :: -. ... • : . . . . ... . . . . . . . . „ ... . ..... .... .: . . . .. . .. .1. •• .... ' : : : : . . .. . . . . ., . ...:: .",•-•. , .... . ,. **• . . . .. . * . .• . . . . • • •• • •• . . . . • • • • • •. .. , ".* '. ' .‘ . •,, • . . .. . . . • . . . . „. ... .. . • .... . " . . . . ......., .. ., • *• ..• . ' * . .. . . . . . . . . . .• ... , • . . , • ,• • • .. ,.. • . . . .. . .. .. . . . . ,,".. . . ....r.* ....,..L: i :•:.• .,..•••• . • . . .. .. . . . . . . . . . ....' . .. . ... • • • *:". . ..-• ' , , ' " • • .. , * . .• . . • . . • • *: '''''': : • . •* • •• * . . . • • .. • • . .. .. . . . , , . ' :*'.:*. • . . .• ‘ . . : ,, „ C • ., • . * .•• • • . o) WETLAND • • .: .. . • : . . , . . . . ..: ...,.. :: . . : . '• . . . • • • . . . • • : ••-, .-. : . .. .. . -1:::/ • :: . .: .• • . „: . .- . • : ..... . 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PRE-CAST PANEL•• I • • FLUlE?APPLIED 1NATERPROOFlI+�G • ' a, • METAL.FLASHING FLUID APPLIED WATERPROOFING `�; •• SEE STRUCTURAL FOR METAL.FLASHING CAP ATTACHMENT OF PANEL TO WALL • d • • SEE 14/000GA-002-SIM• • I •4 r 4 FLASHING ' 1. • w r/ WATER STOP- , 44 I'' • .,v•. •' • -- FINISHED GRADE VARIES `� ' • '�` ili CORRUGATED METAE.SIDING r '� ` ' A SEE STRUCTURAL •. a •• • • •4 CAVITY FILTER AND WEEP HOLES• A ; DRAINAGE/PROTECTION BOARD SLOP OVER METAL FURRING •• Or WEEP HOLES r STEEL ANCHOR PLATE- OVER FLUID APPLIED "— _ • • ` ,• • •• a.''�,% SEE STRUCTURAL CAVITY FILTER �-• F Ct •�. • A. ••• . WATERPROOFING- - rr •, + -METAL FLASHING r' ` • •: .t r'r a SEE SPEC.SECTION 07210 ET LASHING 4 •• • • 1 4 i 4 : _ 3/45:3/4"CHANFER ' ' • ' 4 • METAL FLASHING . ' • • . • • ► 4"• (TYPICAL REVEAL) . .4 • 4 01.. A A. _ • • ELEV.-SEE WALL SECTIONS(V. ws •• s • • •r , . 4 4 - '. 4.`• - '' •' A ' • •• • • •• • • C' CONCRETE WALL-SEE STRUCTURAL . • .• '� • ,M:1".'+':•• j 4 • . E i.:::•:, � • . •,t„�t • STEEL SHELF ANGLES . § •. •. 'a • • 1 f ELEV.-SEE WALL SECTIONS +'� .: SEE STRUCTURAL ,.,. •• w/ ---,-COUNTER FLASHING e • • ' _.w.• r�r • ! a , w� fi . • ••• WHEN REQUIRED .• • ' '� TOP SLAB 4 • .�+� . ' 3 • �: + • ':�• .•• •• • 4 4 •• 3„ • ' • • • , •4% • PRE-CAST CONCRETE 4 s CORRUGATED METAL SIDING FINISHED GRADE/PAVING �► ' ''�.�Y ' WAINSCOT PANEL :. ••• a • • • ,4a • Ca1fER ME7`A!.FURRING r • '"' .• L� •••••• • • • . �• • • • .�.- t •••• • F. •1 t ••• , •• ■, • • • •• • . ''•• CONCRETE WALL- •4 , i • • • 4 •. •_"' ' CONCRETE WALL- :, 1::4::' ,. '' . .. 4 • SEE STRUCTURAL a. : DRAINAGE/PROTECTION BOARD • SEE STRUCTURAL i= is 4 • 4 •• • • • • q. . ' • • • . •• • • FLUID APPLIED ROOFING OVER •.• •• • •• CONCRETE CORBEL- SILL DETAIL 1"71 • SEE STRUCTURAL. 000-GA-002 CONCRETE SLAB . . • f PRE-CAST PANEL BASE I 13_I TYPICAL PARAPET FLASHIN 10 PARAPET DETAIL I 7 1 CMU VENEER BASE 090-GA-002 N.T.S. 090r-GA- 2 O9O -GA-gO2 - _ O90-GA-002 RI __12'-0" ± . EQ. EQ. GRID 4 718'METAL STUD FRAMING GRID - , CONCRETE WALL,- 2' SEE STRUCTURAL. 1 I -. METAL FLASHING- �„► • • ,: • 5 / 8"SMOOTH FACE CMU VENEER WF STEEL COLUMN- 1 SIM. .� '1-0" «... ...�. �. FLUID APPUED WATERPROOFING • R SEE STRUCTURAL. .� • L1. , I , CORRUGATED METAL SIDING ° 4... 94. 4 I OVER M """'•CONTINUOUS SEALANT& . . S STEEI.ANCHOR PATE OC}CI CAA-002 4-0" ETAL CHANNELS OVER z SEE STRUCTURAL I I V BACKER ROD EACH SIDE AIPOR BARRIER OVER •, .- . j . ▪ '•1•�" :: :m1N0 SUM SH � +44►51111! • w• PRE-CAST CONCRETE PANS. •• FLASHING N • • s��.. 9"4 ..•. F_L.F - r • 8"CMU WALL :M ▪ , �' ' . T.----....7,-.7---. G r 3f4"]G314"CHANFER • " ' 8'METAL STUDS/FRAMING «� , _ ‘41•: (TYPICAL REVEAL) r,...,-1- �„� _, 1-8 SEE STRUCTURAI. .ICI I 'I , • Al "•• :::::::: • 4• El. CTS7 # r - r 1 • ,. • • , • • 4 a •• d DRAWING 100-A•001 • • ?;; ' •• '• • •• • ::::FRAMt3• . • ;'�•,, ,�. ,e„.„,. ..,‘,,� • , �� ?'� .•„� p . • 4 • �• • , II I � • e•• • • w • • • , ♦ • • i � R , •ri - PRE-CAST CONCRETE . • • • • FLUB}APPLIED ROOFING OVER •. • _ g 4 r:r4::,1%."2•17.:.4% RE ' CONCRETE . ' '�.� + 1NAINSCfJT PANEL . :t IR _ • i w��.r�_ .w•r--r�_�ww_r-rrw s ` w•rwr• • •, • ♦ �. •!wf ••` , ELE1%-SEE STRUG"t"URAL. r 4 : :.o• a •. , .. 4 till:01;1:7T.. CONCRETE WALL- R*5.4.---•-� _ ;; . • 4, TOP WALL •. T"`' '°• ` CONT.SEALANT 8�BACKER ROD al• • z . .. 80TH SIDES) 5 , • SEE STRUCTURAL INSET EIA►, 2'-0' -4"DEEP Wl ` -w a 10 0 .LIMITS OF PANEL:► • 314"CHAMFER PERIMETER SEAT FOR . "' • �. ;::: E FULL GROUT IN FRAME,HOLD SILL DETAIL .. . 0OO-GA403 cmu VENEER • �.■ """" ''•' +�• „,,f,.1 ,• '• • . • • 4”METAL STUDS/FRAMING 7.,;:•' . ' . . FRAME UP 8r TO MATCH DOOR +D 0 CAA- 02 -. 314°CHAMFER (DASHED L.lNE} • 4. CONCRETE TOPPING OVER . • ! , .', r'1 TYP.ENTIRE PERIMETER I • , , ', ° METAL'DECK . ` - --- • . • • H.M.DOOR&FRAME•r 73---1 !• • • , f '• . (PAINT PER SPEC'S. r '" • 4 , • TYPICAL) 000-GA-002 - GRID LINTEL. PANEL '14 WALL. DETAIL V I PANEL DETAIL DOOR JAMB AT SCREEN WALL 5 FACE WINDOW AMBE``OW 8/8 -•" `V'-0" 000-GA-002 0OO-GA-OO2 , 000-GA-002 00-GA- 2 1r I * ' t.. . I LINIMINNINIIIMMININJ 6" 4'CMU VENEER STEEL ANCHOR PLATE- I SEE STRUCTURAL 1• • • • 4: V SEALANT 8i BACKER ROD A' GRID - - . • PRE-CAST CONCRETE PANEL • • LINE OF STEEL FRAMING 3�4 CHAMFER STEEL ANGLE•■ ,� .4 •' (TYPICAL REVEAL) ,,,,�'t.., SEE STRUCTURAL • •• • d, '` METM STUD FRAMING '� I. N. 2"MIN.- METAL PANE:I.INALL SYSTEM SEALANT 8 BACKER ROD • F*'""'"""'r` . • •&.,..•is REFER TO DETAIL FOR LAYOUT 1 i I I OVER GYPSUM SHEATHING EACH SIDE PRE-CAST CONCRETE PANEL • • i• .• .a - 1 • 440. Gt ?O-GA-qC�2 8'METAL STUD FRAMING ''� ,• • •• Ce.274.;;V•01:11;,:uri•�+ ' •FLASHING A. • 1• • . ti 4' • ,A , ST Et:L ANGLE- �.rr...-■.�• ''!� SEE STRUCTURAL AIR BARRIER •• .s. • ,� , . ...?,;:4:140.91:41,444: -- METAL ROOFING OVER •• : •• • • e •�.•• j� �.,,. 4, METAL.PANEL WALL SYSTEM OVER EXTERIOR GYPSUM 1 RAID INSULATION OVER '.• 2 I •,� r• ,� ��,,� � �` •• �• PRE••CASTC4NCF►ETE PANEL•ig SHEATHING '� • VAPOR BARRIER OVER �. , r 4 • • .,� ; v '• - „ ' •" PROVIDE CONTINUOUS REGLET METAL DECKING - - a • •- ' • • • • • 1' ••• v - AND FLASHING AT WINDOW 4 ."•� �' t .. ,»L� a: .A''r, HEAD BELOW r -- • a .• ,• ... �. .. 3 • ; -4 I , .,�.;.#.r#�♦,.•_•� w _ • - •• •{�.• # ++# o • • A ,.�' �.••.' •; ,,, FLUID APPLIED WATERPROOFING•//y► • • . �t le CONCRETE WALL- . :� •. •�.�•• ELEV.-SEE WALL SEGTlC1NS - •, •' _ `�,• 7• +e' ' ,� ' .• • , , ,�„ A • ' ' • SEE STRUCTURAL 3 . . ... •�; * .••* w 4 ° • 314" I , . •4 . ; IN 3/4"' LINTEL DETAIL 3 . 3 1•'` ,a PRE CAST CONCRETE PANEL a w , . A• • j {. •'� 00-GA•- 02 Cr) VJ .. . E . '�` : • ' ,s• 'ii#'' . -. _ CONCRETE WALL- .. .,q • • • •,�Y',p� SEE STRUCTURAL t &T) Afk3f,p.\ ,, • A ` • if ".I,� .•, + . . ' ' E.4 1 I':. ' I p tr&::.-,-4 Ir. . : . 7.• t ' • ' t o•s•Vt. I. • ` . SILL DETAIL 'I5 RAKE DETAIL. 12 REVEAL AT P 9 PRE-CAST }. r .. .- . ANEL JOINT PANEL REVEAL +� ;. . , . ••• ,i OHO-CAA-02 OF 11 000-GA-002 N.T.S. 0 0-GA-002 N.T.S. 000-GA-002 ,7' ,. 1,..i.- 1 i SCALE WARNING S` B 1M� +rr1�M. - ' to - 0 z 1 DESIGNED - J. ARCH[TECTURAL SHEET: C OF- - •� . N MI AI E IVS NO DURI AM FACILITY DWG• 000 GA 02 " � NLPN_..� /2� -_ �- � nor MS` �s DRAwN • IN ASSOCIATION WIT I: PHA 4 EXPANSION .`� SE ARCHITECTURAL I 4 - THEN DRAWING IS di i i . SOUIER ASSOCIATES-ENSR INTERNATIONAL Out commitment is elcsr• DATE: 4-€- 005 NOT TO SCALD ARCHITECTS ASSOCIATIVE INC CONCRETE DETAILS REV DATE BY DESCRIPTION CHECKED.._- 1• McKINNEY a. PANY • IC R S NAME) LIC NS NO. DA 111•11116. \ - \ NNW 1. PROJECT Wit .: 4969 ---------- - -- . - , . . f, • • ...,-.: . Nir 111114=1•411.11111114.111111114114•41•111.11111111111Millimillinik Ilr . .111141■ 'VW 11/ MINIMINIMEMMINM. '1.- . . ler . - - ;1.V: '' • , . . . . . . . . . . . . ,. .. ..P,Q' •-* • -GRID . . , . . . : - . " . r -GRID . . ' .GRID : . . , METAL WALL PANEL SYSTEM ' •• GRID . . ,...,,; . . . . t,::: • . .. . . . ' 1' , '. .8•4 i • I.41, - _ FP Ili 1 , ' ' : Nilo GYPSUM BOARD SHEATHING . - 1' ...„4.......-. . Tr" . . 1' ..eo ‘ . • . . • fe. .• . v. . .- " .TliANSWCENt ; ... . .. , .. , . • •. .• ,. . : ,, ,... -. 317.. : - . .• ,wiNpoysit PANEL.: V • . -4 • . NW 114---- 44, , - • , .i . . ' . . . . . A . • q . • • A 11.602 _ 4; • • • i Mil AllrAllrfi FLUID APPUED ATERP OOFING , . • * . I 111 • ' . VAPOR BARRIER • . .. Iii , .. rro CONCRETE WALLr •- SEE STRUCTURAL FLUID APPLIED WATERPROOFING • : . • • , k;_. . I j.; , • , 3 ' ' 1.. ..1--- . .: . - . . • : • - -ALUIVIINUM FLASHING . . .. . . . . . . . TRANSLUCENT WINDOW PANEL•• 1 . • • • 14.'1 .•••. Lift---aarogr-drj, - • .w - - R . . 9 114*X 16 GA STEEL . .•.4 ' --- ,0,j, • . V • VW-SEALANT.. .. . , • . .. . . .. .• A . :,EXTEND'?VERTICAL . . .E .. . ,- . • - ... 4. Pilf STUD HEADER - '''' * lir . •A % A ■ ....................... 4"CMU VENEER -- . . ALUMINUM FLASHING•, . , 1 p...1.rjri, . SEE STRUCTURAL . ••:.•••.• . . ..4 ' • ©INTERIoR . t "E , = : • • . • - !Pt • • • * tP. s'•• . . WI SEALANT.. • • r - , . . . !ir;;; m • ' •q .. .i rerA METAL FLASHING ••• li ' . 1 : • • EXTEND INVER-TIC& - .0 . V : ; :ii •Ord r - 4*CMU VENEER • . , .•.3!:. . • to • . Fr ' ' PRE-CAST- • . • --a; 1 . • f , *. 4 ,,.•• . 0 ' , S INTERIOR - • 111 .4 .1 ' • lir0000Ss N*N----- METAL FLASHING '- . I'l - 119' k:.; . 0.. k sa - STEEL LINTEL(PAINT FINISI-I)- ,;-- -• *8 , ) CONCRETESILL WI • cla t,• . o..• *v."- - 1/2"x 1"DEEP GROVE B • ' • • .• 4, 411. iri SEE STRUCTURAL ' ' PRE-CAST CONCRETE SILL.- • METAL FLASHING 1_, 1 CONTINUOUS SEALANT& 2 .,....: . . Es 0 • - . • 2 qi 4' SEE STRUCTURAL FOR a BACKER . • • And- ATTACHMENT - . STEEL LINTEL(PAINT FINISH). g., 0 _ . . ...:......_-.....m.r.em. • • • -1.4. ..........41.0011Mr.•■•••••■•■■•■■■=...WNW 11,M•IMMM•■S•..-14. au- SEE STRUCTURAL 2 m ...iii..••••••••.• ACOUSTIC LOUVER ' . -:--;.'!'s r. CONTUNIOUS SEALANT& 1 ts, 1 , ' V:6,7.•q4! 41•0`.:1 14. 2 t BACKER ROD ' II METAL CONTINUOUS SEALANT • Ei • , 4 6 • • • il r't •* :.4441. 6/1 'A : , AIONLI I •,.. E , . . Q.! TRANSLUCENT WINDOW PANEL to . , . r . 2 i ,. • . il • • \. '... ' • . - ,:,.... CONTINUOUS SEALANT • . -,. li . .. 17412A,• CONTINUOUS SEALANT 11" ACOUS11C LOUVER 5 in • 1--..; 4 ..4 It • at • .e.:6 ir * 5 • g • . Ifll 44 ILI • 3 . ,:40. 4 . d• . . :es. 0 • /3 1 WINDOW HEAD 1 7 1 GRID LOUVER HEAD 1 4 I CONCRETE WALL . . ._ • • .1. .•••6 0.• CONCRETE WALL.• i-... ' . • rrielA.1111 ... • ,.... ...,. . . . 1,. . .1 -...-.. . . .. 4• •,.: : . N ' .. SEE STRUCTURAL : .Z = . • 411 4 . „ 4• • I' AK pi SOLID 6*CMU SILL . . . 000-GA-003 . ' 000-GA-003 •,, = - • i-tr,4: . , • :s t. 5. . , . • ...ow,■■••row Alm. , Li■issimmR/M1 A lik____ .,1 PRE•CAiT CONCRETE • 4°CMU VENEER .-. .....................----.... .......- • • • 4111111. LOUVER HEAD . .. . ••• • . - .- -... • ig,": *V. 1.: . • I . . . . WAINSCOT PANEL : • • • • •.4W .: .- '.. - . ' • 4 -7i. ir 4 a • ' . . 44 " ". -3/4"CHAMFER(TYP.) , • . . . . SEALANT'AND BAWER ROD -,.... 410**°1 . It 0 00-GA-003 • ........ • . .._FLUID APPUED t' __, • -4„.,. :•••;1' • ' 4. 111111W°15 : - - ., 'TYPICAL . . . •_ III ti_ • ' • . 1.....--„1" '. ' , i WATERPROOFING FLUID APPUED WATERPROOFING . SEE NOTES AT e 4 , ''.-: ' ' . .. 5&5*i 000-GA-003 \ •• - ' - - Alor• 2 2 m a WINDOW SILL.] . 12" I . WINDOWSILL...11i III" . i!,.. . , . 000-GA-003 000-GA-003 D 0 GRID 1.....____ ___ ,t1 111...........J 1111111MIMMIY=.111M11111111 1' 6" -......... ........ t H 2 (T) . r....wk. . 111 ACOUSTIC LOUVER .. • !, he a , , . 411116- 1 314"CHAMFER freP.) . I . . iii 111.11k- . I - , 1 ..„../#7 - METAL WALL PANEL SYSTEM GRID • . ....._ . •i; ALUMINUM FLASHING PAN 7' - • - EXTERIOR GYPSUM SHEATHING 1 TRANSLUCENT WINDOW PANEL' 1,.......„-..... ts. II • 1 ' CONTINUOUS SEALANT& • VAPOR BARRIER 2 i , 1 BACKER ROD k R , 9 1/.4,"X 18 GA.STEEL 2 GRID WINDOW JAMB 5c - . GRID WINDOW JAMB 5b PRECAST CONCRETE SIU. 2 E - a 0, ..• -1,-.• .1h, • 4"."4.°4 • V 00 a . . t 2 Ill STUD HEADER 000-GA-003 000-GA-003 • • . • • • %•••-•• . - , t.• .. .. s 3 co . •, •• lib - • III■*nrawwi L....... ....1 rPsSac :s .1:141..8 Isa• 4. . I \4 A ., V 1& , . ' . • : ` t#4611.094"4.4 I $ , 4r • • .•t ** : 4 :.•a.It ,I 11/ 1,"1'4,9 • * . , ' .: 1... . . , prarAirrAdirai sT:CsRETE.. AY/s: , ,.::..., • it RI_ . CONCRETE WALL- -;EI)-- , 6" 2 - . * • 2%6" . I, . • • • , • .."‘• '1 :s...84 CONCRETE WALL- , . ,%... 40 4 •.a, SEE STRUCTURAL d , .. . • • 1.'; • . . 4. • „ •• %•• if. SEE STRUCTURAL * • , . . . • METAL FLASHING AND SEALANT- 5 • .„, •.:• . .,,,, • • a 0:4.. .. . , . . , . . .. . . .. ., .. .: • ., ... , . FLASHING BY METAL WALL PANEL a• - • r‘drilir4 : 4"CMU VENEER . • ,'.•--.- . •! ' - • - - ,- --•• ; ;. , • - • . 4. . Or#4 - • . 40 '',,id".A ' ' .. .!`116 ::!...;`,;:::."...,w ... , WID AppLIEti.,:WATERPRCtOFING* -- .. • .. , • .. - • • - • . . . '''' *'; ''..",tc i • , ,:'. , -,.:.. ';.: : .-.., .', -4 • ,.- MFR.' • • . • -,•..• ... .., ..':.;.. .- . . -.: . .. ••• .; -- • '.. : . . -i ..•• . . - SOLID 6°CMU VENEER • . 1 .si- ;. . ...• . . . • . . 4.....;..,.....-...!.k...i: ai -.. -: . .: :: ._ ....; .__,. , .:- . ..„ . . A .., •- 41 4 ... . 6'SMOOTH FACE CMU VENEER' : • • '7 ' '• ••''',. -',' -''.'.::•••' ::::' .,. ‘-' ., .'.'..' .: . . . . . .. i s . .. 1 t**04,,*■.‘..% '". : PRE-CAST CONCRETE LINTEL-•••••.--...•• -'• . . • ' . - :' •:1 . " • ''l • ' '. - .7.• . :' • • 4.-* .. • - TRANSLUCENT FIBERGLASS•'.. • : - • . STEEL ANGLE- • * - - - ' . " •stt.:7.-,',..`,:: ii.: ' ' SEE STRUCTURAL FoR •• -•*. . ' .'' .... ';' A e .. r .. ..,. : : . . ... ,* .- .. ' . mErAL pANEL wALL eysTEm - - • - ': - , ..._••,• .. .--; _ - . - •' : , - !, . .: . :,' : . ,. .,:,:',;..: ; : .':••.,*..,.. ', ; ;•••'..,. ', *,. "..,..• rAir sEE ti•RucTuRAL•- . ,F? :Hi ` : :). .-• ..:.I ' •. '; '..,'7.: ' , , .W0bOW PAM*''•;• ./ -`••!,•-•:'...t.,' - • , . ! '' - tu , . . . ..... .. -.4i. . • . .: '. •.4 Pis*:.i. ..- ...*:*, i . ATTACHMENT id)ErAii.8,, .; ' . • •:.• '. • ,. ...„ei ' • .401 V. .- ;.,. :: '!..:J,,: "..:• , ::- 7 ' • .,* .. r A • . `• 1"4"' '' : ' - '' ::' ' ''', ;P .iNmEi.g...6124. 131 - 4 , . . _4h.. q.e... 0 FLUID APPLIED ' ' ••'' '''''.-..'''' *'• .. 11 •• • ' va- , /IVA STEEL ANCHOR PLATE- • 4, • N .., . . • •*,ceir. ' ': : '''• " *''''..`• • ":'i- '. -.' •-•'''': -• ' . -..,..: -000-Gk;003 • ialT - 7141k, ' - - . :::.:': revAl-Lifinm m i I um li m um w IL WATERPROOFING ' •• " ' - ' ;:i..' ,1 :0 ,::,:..,:. ''...,-.A : •;• ''..:.' .... .15 . En SEE STRUCTURAL , •111111 . II ' ;... 1 .. ., • . too," , , , '.....r.,;,-- CONTINUOUS REGLET AND ' .: .•..• ' AFAIIPA Nill 10111 . WF STEEL COLUMN- . 4"CMU VENEER , FLASHING 6"BEYCMD t • 1-12 1 III z • . A.. d - SEE STRUCTURAL METAL FURRING 2 0, 0 FLUID APPUED WATERPROOFING • g . pBORTHeicAsENTDSCOONFCRETE LINTEL 11 III 111 ""1/ 1 ...............frore'L---- il TRANSWCENT WINDOW PANEL . 1 . .- .. ' :\ ......,Louyggaibia.2_,.1 TRANSLUCENT FIBERGLASS 2 ct . . . EXTERIOR GYPSUM SHEATHING : . II - I ' 000-GA-003 • WINDOW PANEL • '•4 . 1 . t....,-.-i . . 3 ! tfl • CONCRETE WALL- • - ' A : '; el) . . inuilL .4. - • METAL FLASHING AND SEALANT- 5 to . ........,,,.....- ro_. to I SEE STRUCTURAL - • .a •I 15 •.1- ' ............_-_-_--. .. • imr'''- • EXTEND 1"VERTICAL. (1)INTERIOR WINDOW HEAD 10 , ' 11i6..-1111111111111111111111111 • CONTINUOUS SEALANT& . I M111111111111111 . , . . ......iiii GRID it , - I. . .. I • • '000-GA-003 . 1 --444.1 :: . BACKEI,ROD EACH SIDE _______ I WPM I • . . • NW [It , , , ' . laww.omommimml . METAL WALL PANEL SYSTEM el ' . ACOUSTICAL LOUVER 411 • EL ..... . k . • BR METAL FRAMING - ' %***%.---G'YPSUM WAU.BOARD LOUVER JAMB. 5a ... . LOUVER JAMB I 5 . I ACOUSTIC LOUVER • 1 . Fal . ' 1 III EXTERIOR GYPSUM SHEATHING GRID 000-GA-003 000-GA-003 ......... ...f,117.t 3/.4*CHAMFER(TYP.) ' kce= , I a VAPOR BARRIER 1' IP J ...........■......*.. .........■vd ,....■.r.. L............ L...............11 , • W G I Illos.._ V . . 1 ' CONTINUOUS SEALANT GYPSUM WALLBOARD &BACKER ROD(BOTH SIDES) 5 u -4177-72 • * r r421,440 ' GRID ......• # WINDOW SILL rFfel si 41 . ., • • al ' . 4 7 I, ,,, ii • 6" .1 Ow 414 -1114. ' 00111014% - - i 000-0A-003 L.----..11 • • 4 .• . ° • • .• . . , • 41 4 * 4 4* . Old 4'CMU VENEER Alroieg, CONCRETE WALL- in SRL BELOW . ' ACOUSTIC LOUVER ALUMINUM FLASHING PAN WI . . . a 4. .* ie. ••414. • : !1 Pr- AI II R • . • • . , rirldirijil. CONCRETE WALL SEE STRUCTURAL g El ilidllhihk i CONTINUOUS SEALANT' Fi •• • 4 100 6"CMU'JAMB VENEER , - 1.9-2710:Or SEE STRUCTURAL • TRANSLUCENT WINDOW PANEL 2 5 g TRANSLUCENT FIBERGLASS WINDOW . § Il eLEv.:137,po .. . ' . A 7. . er i la PANEL . • FLUID APPUED . •CONTINUOUS SEALANT . • Pill$0 h WATERPROOFING E anom--___,,aim • = .....-----METAL WALL PANEL SYSTEM . • .4'AT • . 61.1 METAL FLASHING AND SEALANT- 00 . % „, . 42 EXTEND 1"VERTICAL @ INTERIOR io... . 4.. . ,• Or P co 10 . • - I A 4°CMU VENEER 10 Ir ANIS"CMU • . • • . mad . . At .4 CONCTETE WALL- 6 Lu 1 ir METAL FRAMING 1 •4 " A . .. • • • . A I I r -AVAI CL. A . d GROUND FACE . 2 g . •• . * 4 * Org, SEE STRUCTURAL CL (0 IL . CMU VENEER 21 2 . 4 . A • * Ø . METAL FLASHINHG i METAL WALL PANEL SYSTEM 2 •• a 4 NW- i ra -• A • • *-5 ELEV.137.00 • • • • •4 25 A . --0---8"CMU JAMB VENEER 3 . - • •• fAt '. ' '''' .7. • .. * . . '. r•7471 -0,11 •LOUVER JAMB I 3 id 1 L 11101, 81'METAL FRAMING . . • . • „ • • Ana 0 * • A * IA. Pi,• •' ELEV....1364M _ 0 t_ : ga xi- 'NI - 4 ")14 ' • Pep ' 'a: •i X we CHAMFER(TYPICAL REVEAL) 000-GX-003 • L.-m...1 METAL FLASHING AND SEALANT f A ' . • 4 ' 4 . 0 0 . : . . • 7 I , SEALANT • . - • • . *I 01 4"CMU VENEER • . 'go • • .d: It- . .s. . a , . . A. .;• CONCRETE WALL-SEE STRUCTURAL . - PRE-CAST CONCRETE WAINSCOT PANEL- 41 • • . Aic -i• PRE-CAST CONCTETE WAINSCOT PANEL- SEE STRUCTURAL FOR ATTACHMENT - TRANSLUCENT WINDOW PANEL • • '47 . .:.:,!.-.. .1146), .ARC ,4,,,,,..,,.,...:........ . ., ,,,,,,. SEE STRUCTURAL FOR ATTACHMENT .-• „ •;,-. i:. _, . . ... ,... 1 t. •• A 414414, 1.4. . •1 0 I GYPSUM WALLBOARD • --,1,...100,01.... .43177.6..... 1E3' cz= . . • .44: .relPir • * '• 4 . . , - ..• • . .:0...o• 1 ''IS.i.,..4-?.,: t • •• • - alb •. VAPOR BARRIER OVER GYPSUM . ' • i rA . . i.• 7.A..,.y.:, „„.. „... • . . ... ......" . 1. 4' -. woolbli 'SHEATHING , M 1 ," . ..„•• . . . .. . ... , • ''-_,.- _-' 'C -• . .• -•••••••••••11.-10.0001* • . 101' . I: all. --,....:....,i.:•- .• WINDOW SILL I 15 .1 WINDOW JAMB I 11 j '1), ...wWINDOV1 8 1 1, - LOUVER SILL . . 6 • . ..ij>-:,..F.....„..'... ••• . S) 000-GA-003 000-GA-003 000-GA-003 11... . •000-GA-003 414''' . ti i 1..............., im........-1 1.-.......4 1.....-........1 . • • •• OF Is,' - . • .10 , Nomin., . Nor Nf 1....... iim.......m.......tions■mw 1111111111110111111411111r VIII . SCALE WARNING SU: , I . 8B _ 1111111 0 14 I DESIGNED J. MckINNEY k ..if ,e, A 1 ARCHITECTURAL SHEET: 108 044 is 111111 D.ZIESEMER t - 7/11° 111 a‘11 A ..............,-,... 1.1 16 ***Itt‘IIA." . DURHAM FACILITY INFLUENT PUMP STATION DWG: 000-GA-003 mi Av. R S .ME) LICENSE NO., I 112" 2-- 14)" . IF THis BAR DOES DRAWN D. IgE le . W H IN ASSOCIATION WITH: aeanWater Services PHASE 4 EXPANSION DOOkWINDOW ji III NOT MEASURE 1" THEN DRAWING IS /A ..:1/ SQUIER ASSOCIATES INTERNATIONAL ARCHITECTS ASSOCIATIVE INC Our conunitment is clear. AND LOUVER DETAILS - 1 . DATE: 4-8-2005 REV DATE BY DESCRIPTION NOT TO ScALE . CHECKED . J...MCKINNEY_ (COMPANY - 0 FICR' NAME) C N . DATE - . ' PROJECT NO 49:9 11111114101114114141411111■1111111111101•41.411411■111111411111111111111114144•11111111110111. 411111144. , ' "4411111141111=1111111111111111111. 11141111111111=1141111114111111111•111441111111 / 1411111141111111111111111111, 11111141114.411111111111111111111411104141111111111111111111111111141V 414110141111111•11101111112111411■ "1111411111=1111111111414. 111111111•111141‘ r;, . - CAVITY FILTER- I :.P.!.4: ±p CONCRETE WALL i''' •GRID , , -' , , ,CONCRETE WALL- SEE STRUCTURAL � . S STRUCTURAL dtM. Pgn_ • • r• GRAD GRID M CMU SEE STRl1CTURAL�' 4"t- �`. . 4"CMU . . +� #,•. •'.` : FLUID APPLIED WATERPROOFING t.',;..: I • 6"CMU "• PRE-CAST CONCRETE 5 METAL FRAMING- • - . . # ' . WAINSCOT PANEL , 6"SMOOTH FACE CMU F':' . .. STEEL HE ,F ANGLE- . ,• ••:asst., .. ----METAL PANEL WALL SYSTEM ' i:. „� SEE STRUCTURAL Y • 4 r` t!. CONCRETE 1NALL- CONTINUOUS SEALANT AND BACKER ROD A,c•. - �.I• •rt'. SEE STRUCTURAL r • A. �► ! 1'-4" GYPSUM WALL SHEATHING 'r.. • CONT..METAL FLASHING ...• �' . •• , , • ,• •4. i J; ., #• _• e ., • METAL PANEL WALL SYSTEM .S : . • y1 .: •• '• • • 4 -•••- LINE OF 4"CMU ABOVE "v .• 9"METAL FRAMING ,�;; � •' CONT.SEALANTAND .� _ . ••� - Y;:... ,i •e•, BACKER RtJa ••. ,. # OWRHE;AD GthDE ••• �' .. +� , 0:04/Ar , -_ IM A BOTH SIDES • ,. . ,d 4 • . a • . i mi ME LIME OF HORIZ.BEAM .. 4 •.• (BOTH ) j BY DOOR MFR. • ,� • ••,._ • • • _ :Ic... :. •�• . % • • — ,��• OVERHEAD DOOR •• �-.. ' H.M.WINDOW FRAME- • r«•• t 14.- ♦ • \ ,• 'i '�' -„,,n.------..------ {PAINT PER SPECS.) • • '# .. •. '� I r •• • ELI TYPICAL •• • . ..�, . .• .. •� . ,�.r. :b. 4 • +� 0 TYPE*A”GLASS r• .• •• *+ •4 • • •; ♦ • #4:4 .•* . . ---1 ' -41 * :A. ..,, • Ai.� ! WINDOW -HEAD _12 ' NOTUSED 8 n •' ' . . •• . 2 • SILL BELOW min ,_; CO-GA•�04 ' O9O-GA4 t" w. • • •# SEALANT TYPICAL Ffii r . 5 f� , • • • . ' � • UVF STEEL COLUMN- • •... SEE STRUCTURAL . 'i:•;,.; . • . T . • • .. ..;GRID CONCRETE WALL- �. • _ TRASLUCEN'T WINDOW PANEL a . RID GRID SEE STRUCTURAL I GRID ', ';,ti 4*CMU • ,- ,. • i •tia COILING DOOR JAMB 5 . WINDOW JAMS I ..... •• # - . rCMU _ A • 0100-GA-004 • ' r ,,�'• •• CONCRETE WALL- '• • • •. 00'0 Cart-I J � SEE STRUCTURAL •op, • • # FLUID APPLIED WATERPROOFING ' / 1- 1 • • • ' '• SS !lCTURAL "•." ' '•' , ' ' , 6 II . , # GRID 4 CMU•• • '.. I EE STRUCTURAL" .• •' CONT.SEALANT AND ' , CONT.METAL FLASHING FLUID APPLIED WATERPROOFING s a , '�' BACKER ROD • •. CONT.SEALANT AND GRID , 6"SMOOTH FACE CMU • • A•• • (BOTH SIDES) • • BACKER ROD . a_ ! . ' . (Boni SIDES) --�' r CONTINUOUS SEALANT • . • '• . H.M.VV'ItIINpDW FRAME- W ' _ • i -••- METAL PANEL WALL SYSTEM • .• (PAINT PER SPEC'S.) - .` I • , A.* #. • ' •r4 METAL PANEL WALL SYSTEM , A - . " r. TYPICAL td• H.M.DOOR&FRAM- •• 'i GYPSUM WALL SHEAThING • (PAINT PER SPEC'S.) a. 11• /-1 ._ _, _ # 4 • . . 4 . Mil r TYPICAL �� PRE-CAST CONCRETE , , ., { METAL FRAMING• TYPE A CLASS +.< _ WAINSCOT PANEL . , • / r rrlwr • .�.' ' (BEYOND) • 4 d :�, r , g ..4 I •*. •: • • • LINE OF HORIZ.BEAM/1 PS• 111 III . WINDOW JAMB 13 . - .DOOR HEAD - 9 OV HEADduIDE• . • �' • . '•. " ,� :,�/ . R 4 011° k .r. . .. :-. 8Y DOOR MFR. - • .. • 000-0A-004 •' ' ' f • 000-!A-004 , I: �► ' .-___ r OVERHEAD DOOR i• •' • -:, .. . . I . ' Ei g . ,, , ,. . .. ,.. :' ..• - ' .1,. ,, . }h - • '1�' • - I' .i • . `t i 2"4"i(114"Al4OLE 4'7'• • , ,'. . : . ;,, rr�. . . _ _ _ SLOPE .0 • �I :.. , a j • . . I, , • , , • ,•:; f• . .• ! - • °4. • • .• METAL FRAMING - • s r ,/ • • • ' 4 LINE OF PRE•CAST CONCRETE •a#• •4 • , GYPSUM WALL SHEATI-IINt3 TYPE"A"GLASS ' WAINSCOT PANEL BELOW AT SIM. • ' '• • RID :� • . .� i WF STEEL COLUMN- - - I r i °,,,r..•---- CONCRETE WAIL,SEE STRUCTURAL 's. SEE STRUCTURAL SEALANT TYPICAL •H.M.WINDOW FRAME- '.• a • '' '!4• • • 4"CIJ (PAINT PER SPECS.} CONCRETE 1NALL- ., SEE STRUCTURAL • TYPICAL # CONT.SEALANT&BACKER ROD "IN • �,� i •:. (BOTH SIDES) . LINE OF HORIZ.BEAM *.; H.M.DOOR I E . . • SEE DOOR SCHEDULE _ H.M.DOOR&FRAME- ∎: . r r 4 •• (PAINT PER SPEC'S.) r TYPICAL COILING DOOR THRESHOLD 6 F WALL PANEL. 2 400, • • • ; - - i - , I—J...1 0OO•GA-OO4 5 - 000'.GA-004 . MN . ..w_....._ a..�•.s r.�___ _ ____ ____r w•.r . • ;♦.;9+ - ::1 , • DOOR & WINDOW JAM. .B 14 . $e DOOR JAMB JO '`'' BRIG GRID GOO-GA-004 000-GA-004 l_• _I t - .. 1 SEE STRUCTURAL =1..... .: AMP! ' _ - .-, . --, I I CONCRETE WALL- : a. •, SEE STRUCTURAL / .All .• 4"CMU VENEER ArA • GRID ' a • • • � ' • �• • • • , • FLUID APPLIED �-- 8"CMU LINTEL V • r " � • VI�ATERPROOFINC� ., !i!!:: • INEi` FShtt�) 4'• # i• • d A .+ , . ,- _._ a�*, - � � , ' "�' A • , ' rO1DE ��a '• • • � ,°"M • ••• , �'' �, �°� TYPE*A GLASS .�i �; - LINE C}F PRE CAST CtNCRETE R MFR. rt. • • 1 SEE STRU RAL 1• *;�, WAINSCOT PANEL(BEYOND) ,� • • • # OVERHEAD DOOR �,: COILING DOOR *+4 / �,� �,.� HOOD N II -- H.M.WINDOW FRAME- f;+� �-CONCRETE WALL(BEYOND) % • °. illl (PAINT PER SPEC'S.)TYPICAL r • . I , A. `:41i SET THRESHOLD IN CONT.SEALANT- .� • t'+' (SEE SPES'S.FOR THRESHOLD) �s I. I '+j ELEV. ', +.�4 VERIFY Wt MANUF. --„.�.—_ _ _ BOT. LINTEL (t)** , err - 6” FOR CLEARANCE 5, t ..•.__ ,. _.�_. a. •ELEV. 132.pO • •, ' , • , , CONC.SLAB • . • , . 4 • w �]�'\�/•3 . . CI CO I .. .•4 • A . 4.4 ■ _ t [ • ` it . •f i'.:.1.::':'-', ' ..- - .Y uvtR,W WINDOWSILL I 5 DOOR THRESHOLD 'L 11 __ NOT USED 7 COILING DOOR JAMB 4 - COILING DOOR HEAD •3 f... : ...- . • ' 0 O-GA-004 00 0-GA-004 —._.IJ OOU A-004 000–C.71a1-044 _ �c�v0 GA•-004 1 OF OW' \ \ ,��1-IwwwM Ell 111111 _--... SCALE WARNING S • A ITTE a Y O �t 1 DESIGNED J. �IIICKIIVNEY -' ARCH ITECTURAL SHEET: fir 0- la Ilk 111. lit it M W _----- M r , .ziESEMER {. -O C A� . • { LICENSE No. ZTE . DUAL DWG: 000G004 1/2 = IF THIS BAR DOES . cIN ASSOCIATION WITH: QeanWat) & ces za � _ �N Ct�AWN - SQtJIERASSOCIATES�ENSR INTERNATIONAL CHASE 4 EXI'AN310N DOOR INDOVI� • _41-1?ETNIMEG IS 1 ii ► OQt commitment i� cleat. DA`Z'E. $- � • REV DATE BY DESCRIPTION NOT'TO SCALE CHECKED_- __J. IIcIClNNEY ARCHITECTS ASSOCIATIVE INC AND LOUVER DETAILS 2 1(co PONY 0 ER'S A E) CENSE . *ATE" PROJECT NO.: 4969 i Vii• �► — .. "qr.: r.3' t:'.. �,.-,.S, . TRANSLUCENT GRID.- ,,,, GRID GRID ....ilk ` , METAL FLASHING AND SEALANT- HVAC UNIT AT DOOR 1�A HF.AC}- ' LUCENT ROOF PANEL EXTEND 1"VERTICAL CD INTERIOR ♦ SEE STRUCTURAL!M/MECHANICAL tki�`: , . ' 1111110 .. •, • , _ - ' CONCRETE WALL- . • METAL FLASHING BY PANEL MFR. METAL ANGLE FOR ATTACHMENT •a ' • SEE STRUCTURAL i •• :, �,�_ man_WALL PANEL SYSTEM METAL FRAMING LINE OF FURRIN 3• ALUMINUM FRAME BY PANEL MFR. _ _,. • •'41 • • ' • ,e G1fP.8D StM. tai.iL. +� Mtwi'AL HAT CHANNELS i 5r GYPSUM BOARD A •3 ii,".{:::. METAL COULTERFIASHNSIG • GYPSUM VvAI.1 SHEATHING EA SIQE '� ' r — !' GYPSUM EXTERIOR SHEATHING .4 '.,..fi.:.,. .. - ICE&WATER SHIEL D BETWEEN • •: N • • +D-B FLASHING AND ALUt�LINUM SUB-FF 4ME • . q, ,� g 8 METAL STUDS 4 , , • CDHCRETE WALL. a,0 CONCRETE WALL SEE STRUCTURAL _ •l''-'. ' ' ' E .., . 1,.-.. 0 n• .. v• METAL FLASHING v • , 3 111 co • s '• +'+' H M DOOR FRAME- t,+O�IT SEALANT& ''r. CL r ' • • • • ' • • •fir PAINT PER SPECS. BACKER ROi t• • METAL ROOFING OVER w ( )•• :� � 4 a ` * FOAM TAPE BY PANEL MFR. - ( '' u� �``' '`�' ( j °�'1 :i • •r +.i BOT�I SIDES r ' ' +" • RIGS INSUL.ATIOAI OVER L," IS _ • �•; .i 1 1�' '�j ► ' . L — +.��i�� • •� ' • 7AP R RRI O ER Iii y • ,* �•M.DOOR r' `��► CONCRETE !J SEE STRUCTURAL ,t,�, �►�,��j ,..r METAL DECKING ' j, ± {PAINT PER SPECS.) • H.M.DOOR&FRAME• s:� • • • 4 #* �►,r-�►'" w .METAL HAT CHANNELS O p . - � ,.."' 1:3" w co o. �.;� (PAINT PER SPEC'S.) v� E ;, ALUMINUM FRAME&SPLICE PLATE +1 4 ,� `.,- c►� ■ .•�' TYPICAL • . ••• • WIN I GYPSUM WALL SHEATHING 1 u} ' m � �a•' a BY PANEL MFG. _ 1;:t;I � '--• -•-=- �.J� � � � � W• 3 24 ...r. . _ ; • • • • • FLUID APPLIED WATERPROOFING TO :+ OOG-GA•• 5 METAL PANEL WALL SYSTEM + HEAD CONCI4 DOOR JAMB I 5 I DOOR TOP OF CURB-TYPICAL •!• FLAwHlNG AND SEALANT - _ �: • -- 000 GABS - . C3OG.GA-OO5 e • 1"URETHANE SEALANT __ ._-_ --- • .-- -�-•-TRANSLUCENT WINDOW PANEL �'• • METAL ROOF DECK RID , . �r•- • •• TYPE PE W OLAS'S +:; • • , IAA r i. • s �„ --- • - • H.M.WINDOW FRAME- Fr !-"0� ' , •� • • •...r (PANT PER SPEC'S.) T • , Ass re •DIM.POINT WIN JAMB • • • .• ,< __ - ' • SEE WINDOW SCHEDULE DRAWING 000-GA-009 ; ; METAL FLASHING AND SEALANT •- BAIT INSULATION OOt'�-GA-( 5 • METAL WALL PANEL SYSTEM , Inq METAL PANEL WALL SYSTEM I 4. m EA L PARTICLE BOARE� SEE STRUCTURAL�' i 1 IllAif LINTEL•SEE STRUCTURAL• FS co ILl u H.M.WINDOW FRAME+• /ANT.SEALANT& . 4 to. METAL FLASHING BY PANEL MFR. .. -*w..! .'. - -.,,,,_,,.___.-ELEV.13T•QO (PAINT PER SPECS.) a' BACKER ROD . . al . • ,1 I"� '•++`• � I (BOTI.1 SIDES) � �ALUNIINUIUI FRAME BY PANEL MFR. Kt.. 51B"GYP.BD•OVER 2x FURRIN TYPE'A"GLASS �,-, ♦�.�, Wl Rti3tD INSULATION(R-'11) :':' „�,■ ... .., H•M•DOOR FRAME METAL COUNTERFLASHING °° `' ' TYPE"A"GLASS +++, . :. (PAINT PER SPECS.) 0 •• PRE-CAST CONCRETE WAINSCOT -.„...4.,.:III ICE&WATER SHIELD BETWEEN fil �• �;�* PANEL-SEE STRUCTURAL FOR GYPSUM WALL BOARD (4"TYPI.FRAiME.WM Elul FLASHING AND ALUMINUM SUB-FRAME .-- ►;.;+; ATTACHMENT :� ,.,.,...;,,. ,�..,. :�,+,! Q HEAD ONLY} • .. �::.�r, � _ . I 4: ' • «; •• ►+:+; . ..r� :� INSULATION F�AMIr�G WINDOWHEAD 6 . DOOR HEAD CMU 2 , •• • • • • •• ' '+ ••re ••.0 • ' • • * ,♦!. .1 r.��••�•".-Jwr"� r H.M. • INDOW t� • it V•.YM'�7./A \R�/•r•. �,+. „a •' ! 4.: .. .a ., - 7•I rli wl-GA• ..• RECTLC FOAM'TAPE BY PANEL MFR, ,. • • .. ..,. Ci'�NCRE f E WALL - • . '�_= ,Y. = i . ,w. v 4 `* "'�'•: t' �'•''' STRUCTURAL - ' PAINT PER SPECS) .'. ,,; t .• • . • ' i • .14.. Y l r .. At • • , • • ''.,+.* SEE • r•• -- __ I •Lk' r A_ /• ' .,;►t: :'', — _. 4.— ' — ' ALUMINUM FRAME&SPLICE PLATE a • F#•`+ ;.. r• - a. r • t �►�� Wog S4LAI11T BOTH SiZ? S,: 1 ,. • -r•: r . • • ■ PANEL MFR. r ( .. . , i ..8 METAL FRAMING 4.4'A 11 it • • •♦ , if • • _..CONCRETE CURB••—SEE"STRUCTURAL . .,, : . o,i., . • • •• WINDOW SILL p—ii • +► ; _ .. _ _�w,.�_ _._• _ •.� // WRAP FLUID APPLIED ROOFING TO TOP GYPSUM SHEATHING ,�,� I � • • • OF CURB-TYPICAL OOO-GA-005 4 k ! , 1 ', s • CMU VENEER . .!1 •- _ • .; METAL PANEL WALL SYSTEIut .'!, • • • • 5"CMU LINTEL • • ' • • -,---- METAL ROOF DECK r.. 0 i.: +�, ,• • A• ,.0" • • • ' ' . • . . _ ,� ACOUSTICAL DUCT LINER • '�` METAL FLASHING ••� . A, 01440:11 , • •• OVER METAL FRAMING • CONCRETE WALL • '� •' t CMU WALL .,.. 1 .1 g • `• • POINT RAKEDETAIL 13d ,e DIMI .- • .• • • t — il'VDC JAMB 9 • . 4 • DIM•POINT DIM POINT Z 1. •• , A SEE WINDOW SCHEDULE DRAWING 9 -, _ �•'•'� CONT. SEE STRUCT. SEE STRUCTURAL 000-GA►-OOH BAC; EEARNT& OD - b � +v� .�� _ CONT.SEALANT& k t~.,t.. rf, . , .........______,............._.............. *. a BACKER ROD 0 .; N.M.DOOR&FRAME• ;`; (BOTH SIDES) __ `•+• (PAINT PER SPECS.) "O +4• co E GRID �`�� TYPICAL. H.M.DOOR&FRAME• 5 GABLE JAMB DETAIL 13b • �.: (PAINT PER SPECS.) d GABLE JAMB DETAIL '13 .�. METAL PANEL DOOR HEAD J TB TYPICAL,....._.....,...,_._. 'III all . 1 te r WALL SYSTEM OOG-GA-oa5 DOOR t I NI B a CMU Fri • METAL HAT CHANNEL FURRING 1 --= 3 LIFTING EYE EA,END OF WINDOW • • 0004 GA-005 BY PANEL MFR. INN • GYPSUM EXTERIOR SHEATHING ".. 1 METAL FLASHING BY PANEL MFR. ..........—.............,......,/..111•1•••••i Ms1TRREZTWuFAItt-C�► . • �''� �•A I LUMINUM FRAME BY PANEL MFR. ,� • A' �_�_rw-r _ --nom_ ra—w.wr�O c KALWALL ROOF PANEL �..._.__..._..._.•._... - 5 "GYPSUM BOARD ------4 METAL ANGLE FOR ..1 ATTACHMENT • • •• EA.SIDE E ALUMINUM FRAME BY GABLE HEAD_ DETAIL 13f /� •• 4 ° • • . ° .-.. PANEL MFR. e •• ,� • • CMU VENEER 8"METAL STUDS I FRAMING l,,.� %l SEALANT AND ME'A!.FLASHING • , METAL STUD HEADER t• •i .,.• • ; • s'' TRANSLUCENT . '� ,� 'H.M.DOOR FRAME WINDOW PANEL •, • ., .• ,v ;i' (PAINPEC3 . ., ,...„,...,4...,,, ,� ••. :::::: . .a. ...-.,.----...-4--,: o W M�,,,•- ~�'`�.,, , •4• (PAINT PER SPEC'S.)......... . ___ ' 3 I . . tri - . • . . BACKER ROD i 1 i 1.1 . BAUENDETAIL 13g (BOTH SIDES) DOOR. HEAD I .4 I •c,i/ .1) Mci 01--AI a C i I ...: ;.•, H.M.otoR&FRAME 000-GA- S ,�,, ;tn i KY s.'•,,q" IDGE DETAIL 13c 7 ; - , �,... c,, , 5 _ , +; + (PAINT PER SPECS.) 1 rJ_ TYPICAL . ' . . 4 nit i ' h '1. . KALWALL ROOF HATCH 13 WINDOW HEAD 10 DOOR JAMB- 7A = .. " "Li> . . •' . :V 000-GA-005 000-GA-_oo5 000-GA-005 : . .' . J: .C Of to ‘11111111111111111111111111111111111M111^. . 8 — ... SCALE WARNING S - ki ' BY ARCHITECTURAL SHEET. i t B 1 DESIGNED J• McKINNEY t0- a 1 D. ZIESEMER . - • A A R'S �' «= « D. MC LURE v ) .._,LICENSE ENO• DA IN ASSOCIATION�: C1eWatSeices DURHAM FACILITY INFLUENT PUMP STATION , DWG: OW-GA-005 4 1/2 't-0 IF THIS BAR DOES DRAWN U.N.D. ' w ;s iiit scu�ER ASSOCIATES-ENSR INTERNATIgtAl•. PHASE 4 EXPANSION DOOR,WINDOW DATE: - • o( I . oar +�om�t�aeut z� den. AND LOUVER DETAILS - REV DATE BY DESCRIPTION NOT TO SCALE CHECKED, J. MCKIt NEY COMPANY • CER*S NAME ICENSE E ARCHITECTS ASSOCIATIVE INC A ILS .� .■■�. " PROJECT NO.: 4969 ■ Y . t In! , REINF.CONCRETE WALL.• E 4 SEE STRUCTUtAi.•• __. , . • • ei • 4. 4 'r' *#Hlo DRAINAGE MAT IF REQUIRED r * ea *• SEE SPEC.SECTION 07120 •�` 4 X4-4 4 'r•.. • • • 4.• IN.1 PROTECTION BOARD FLUID APPUED ROOFING ROOF DRAIN ;ir. . 041 1.1' • r' • ' ?$!� ..... _______•-__w� - - FLUID APPLIED ROOFING • > >♦{I - - 100 DRY MILS FLUID APPLIED DETAIL COATS 2"MIN.EITHER SIDE F. 4 Q • / a VI WATERPROOFING BELOW GRADE OF JOINT(MIN.30 MILS) 1 .• •• • • :ito I ti. •, h': , •8 w- .. ••r ,• ., L.44 .1 TAPE AS REQUIRED BY FLUID ROUTED AND SEALED WITH '- ''�, SLOPE T ?RAIN $ N a APPLIED WATERPROOFING SPEC'S. USE S EA[J�hI'I` �. L .�"4-"-.'"ETAILS '� 6ACKER Rata ,�3 •ABRIC 4. � ,� ,a �d• CRACK OVER'(11V •, ate t! ,�R- • • • •. 11 Sl4"1411N.C�4N'f'AS REQUIRED 8Y •'� 4 ' ' '�• St'EC St=CTIYN V712a• + . • �° * • FLUIp APPLIED WATERPRaQFING SPES■ • • • . • r •t A•i=WWWQ I___ir!! •wr r+rrww�� • , • . • • • ' ■ •• • •t` • ROOF STRUCTURE w '•3 . • SEE STRUCT IRAL � • • _ RE NE CONCRETE �p •tom ��•��p�� •, • • • • . r • •�, • , • • '• � •. REIN. NCR 1E SLAB SEE S RUC ORAL • c i • 44 . •• • • , • • A • . ♦a •• • • .. - ' ROOF STRUCTURE 4 • • 4 • •• - 8"SLURRY SLAB OVER WATERPROOFING SEE STRUCTU • •� e• • ' 4 '� .i ■, ' • ' 100 DRY MILS FLUID APPLIED• METAL DRAIN • " • . • WATERPRC3oma(WRAP UP FOOTING)•.,, �M ••• .4.'•• +�'• ••! I. r•• • •• ••• .°4 *• ••••iy ••• ♦ ,• •.• ••••� •• 1. �1•�•. • ••• • A GEOTEXTILE FABRIC j; • ■ . •• ••f•'•• I• • • • • • *, 4 • *• • •• _ *• •• • . 1• �a•• Ar•MI _ .. .r CUSHION FABRIC OVER SUBGRADE �Tt•'1►"TTr♦TTr r77Tr•`r 7 �rrTr•! TTT7' r�T`•'7 T TT7�M'YTrT� T �:; �i,,a. �r.*,w"S�'�`�'��'�*�"iw��a'i.►'��*�'+iii'i.��.��'��,+�.♦��'.►�.w�w�'�d��i♦�" ►+II1741 iVA:IP►♦i+��740;�74I1 ii,6,M�":67A' , 5' ��t�PAIIPAAA.►;��ri,!AZ PLIPi;i��t r ,A ,,LI#,►.��i7if,��.w'�r7�fit�ti�i�. On.i'Iwo;;i�ilIO+4.w�i1PiI.►ir'�i1!.;b.� SIMILAR AT OVERFLOW DRAIN 4, THROUGH SLAB CRACK DETAIL ROOF DRAIN DETAIL 1 ,...1 ,4 WATERPROOFING DETAIL 7 1 1 09a-GA-g07 O9o-GA-�q07 000-GA-007 I ii ♦ r» STRUCTURAL WALL- • ROUTED AND SEALED WITH • • • • SEE STRUCTURAL URETHANE SEALANT • FLUID APPLIED ROOFING ': rr5.1 SO DRY MILS FLUID APPLIED ' ' ` • ' W ,q' FLUID APPLIED ROOFING ,,.. WALL STRUCTURE • • WATERPROOFING ABOVE GRADE ,• DETAIL COATS "14iiN. • • r/I,r/ • ' EITHER SIDE OF JOINT • ° MIN.30 MILS) 4• .• 't • 60 MLS ELASTOMERIC SHEET 1..,,,*,,,,,' .r' „''„t6. :._ •r-- • DOWNSPOUT `i ' • • • . ' CONCRETE WALL ' • •"r'' SEE STRUCTURAL 4 • 4' ' :. • SPLASHBLQCK • • •4 '� • ;--- ,,,,,,r ,d'` ' ....... .��• 1"URETHANE SEALANT •• Q' •• mi CRACK LESS THAN 1116' tttkrz.z...._._T_i' +wt '•• a • 4 • WI CRACK OVER 11'IE" ' �• • ••, CLEAN JtJINT AREA WITH SC)FT � ', • •• ' , •!� ••• , "' ROOF STRUCTURE- ,. • •,�• • • �• � , ' •• • ' • • ••. SEE STRUCTURAL • • i BRUSH AND WATER OR • • •f • 4• •4 - - •111• • ,� 'r MILD SOLVENT WIPE . f e I • ' • t .: 4-......---N—. +1811 N.,..... ......1• • • ROOF STRUCTURE- r ,y •• ■ -..� _ STRUCTURAL WALL w SEE STRUCTURAL , • SEE STRUCTURAL � f ' ' CMU VENEER '• • URETNfANE SEALANTAT WALL.- i TO SLAB TRANSrrtaN JOINT CRACK DETAIL 2 '` • • �• , ,' ' d ,' i • ' lit �, • , YY - ••wlfM• • • PLASHBLOCK DETAIL 10 . . r or ,� ., • (/��`/�I�'l/.�J �}•��j`y , ,� - 1"URETHANE SEALANT , : , ..- - . .. �, i 1 •, • ' • • •• • ` s,. :,,,., w •, • • • FLUID APPLIED ROOFING (/A�' : . . ••+ • • GRID A ' FLASHING BELOW ri ' .. �' •• . ♦ _ t,w, ' •' ' . .. • `. ROOF STRUM E• •\ • .. • t • .• +. `w1..WY�. '• ' _ • • •• • 4' '• 4 SEE STRUCTURAL •• GRID _ • 4• e • 4 ► • r • CONTINUOUS WATERSTOP • •`•. • • 11 . • •. •' , a : • • •. FLASHING&CORNICE ABOVE GRADE WATERPROOFING DETAIL 8 • • • , • TYPICAL DECKLAHlNG DETAIL • BELOW . - - -- • ••• • •• •• j• a a• • 000-GA-007 OOO-GA-007 • • ''• 1....................1 11. .................4 1 ' B\ r. ' FLASHING \ tOC�-GA-C t 1 • ' • • • a Ai. • • • a 1•Z • • e•+.••r•••r w �w••i•ww,_ r _ .rw.F a. e•r a.w..taa, ..r r. o-r +w$. . . 'A • . la • • I •i (� (�-GA-OO6 FLASHING BELOW .• T. • ••• •i _ ••a f a •'� • F 100 DRY MILS FLUID APPLIED VENT OR OTHER • ' + + ra •• • ••. ' . • , • . di,„. I : i . ▪ 4 • •,•i WATERPROOFING e ■ • • ; .'- •a •• • • r to ROOF PENETRATION • •♦ •'• '• ` ' " ' '• ' • •* • • • SLOP I • • ` • . . • I • r , •, • ••a • LT • ••• ■ ' CONCRETE WALL- . . ,. • FLUID APPLIED ROOFING . • a . %.,, • . M • '' V. SEE STRUCTURAL. y` ,• ••, • •J .• 1 •• ,• • • . • • • i • • UP •ti • • • .•• • • • '. • r ; DRAINAGE MAT IF REQUIRED 1'URETHANE SEALANT ••. • .•,. • • • • •• ti .,• • • � • • SEE SPEC.SECTION 07210 •• . . • •al•• • • • •• •• ' ', • ti� ROOF STRUCTURE ; ' ••• • • ' ' ` _ • •• • ■ •• 4. ;, PROTECTION BOARD SEE STRUCTURAL cc BIG - - ' •, ' e e.• • r • 4j I ♦ • • • in S • • • 0- - .. 4, • - 3 i ■ 4.• • • • • .... . ,,, . $4 .44. •• . , . • • • G G-GA•(06 a • 4 {• •. • .• : ,4 I• v. • • l'illi . IOW AEI 01•••1 • • _• •' ..••• • •• # 1I..8" 21-8M•I a 4 4., URETHANE SEALANT AT ROOF OPENING I 44111s"13) APr ., , , . , ..A.., t Ae ) ': k • r ENLARGED CORNICE PLAN 11 BELOW GRADE WATERPROOFING ' , •, F ---�-. EFtPRt�t��ING DETAIL 9 1/ERT'[CA� PROJECTION DETAIL � ENLARGED PLAN 3 .. . ,�� 000-GA-007 ooa o�7 ooa-GA-007 •, I 1111111111111111111.1 SCALE WARNING S .ITT ' BY 11111101•11111111111111W VIIIIIMINIIIINIM. ? u_r-..it 1 DESIGNED Jr MCKiNNEY , ARCHITECTURAL SHEET: OF e, 11.1111111111 1111 fi �.-* . A • .SR's NAf NQ. �A- • DURHAM FACILITY U STA DWG: 0t h}-GA-007 4 Ell _ N SCALE IF This BARD ES DRAWN D ZIESEMER �+ r IC r�ss�c�azION�t C1eanWat ' Services INFL ANT PUMP' T! N NOT MEASURE S{ UIER ASSOCIATES^ENSR INTERNATIONAL PHASE 4 EXPANSION M ISC. DETAILS - 2 DATE. 4-8-200 i THEN DRAWING S /IA k l 44► Oat commitment is clam ___- OT TO SCALE J. McKINNEY ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 REV DATE BY DESCRIPTION CHECKED � 0 P'• NY �FI`'ICfsR� NAME) LICENSE {�. DATE r,tic' VI' ' 1=11111111111111111•W AIIIMIIIMIMIIIIIMPIIIIIIIPNMIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIPIIIIIIIIOIIMININREIENINNINNNINENFINNMIIIIIIMIMIIMMPMIIW lar■mommeau ■mmor mummumimanimerrommumesseurmimm. Nam■iimmummarrommem, \ _ ■. iro■ AMMINIIIIIIIV ta. ' ' tict.I. . t* . ' . METAL ROOFING UNDERLAYMENT METAL.ROOFING . GRID GRID t.:'•-• SOUND ABSORBING BATTS 7"'"r METAL FLASHING I• ; %,,...,• riOpyP. A t . • - --1.11%*** 7-7-" . ' r 2 . 44. • RIGII3 INSULATION 1 ..........1ir.ifiitti -est 4r* 44/'wit , RIGID INSULATION r:-' a • A . . . IV 4 ........twieffisirititioritsta,410, -044 itt,iriorarii. lia kir* Ito * I.411Pb." GRID 't d METAL ROOFING IMP ' ■ • • ...ii . . a ... 4 . A 4 - CONCRETE WALL- SEE STRUCTURAL . VAPOR RETARDER .............or''"--.1./. -of irlehlatrtiti 4 Ash*- ialiti, .1 I I Crigitt#04 i 4 I viVre, IL.,410.4ttl . '141‘- '- '1 I I II I I I . ROOF STRUCTURE- .0"14 41•41 . 4*P....."-- - UNDERLAYMENT VAPOR RETARDER r'•,' (END WALLS SIM.) SEE STRUCTURAL .r.,i re i STEEL BEAM- _..ap„. 40 4 ....•. _ .,.. ii . . •• . METAL DECKING ------ METAL COUNTER FLASHING METAL FLASHING 444fr 1444 t.:-• m METAL FLASHING AND "fitp..P,,,,,411.6=-4,Prov .., 0 ii•iir Iv P SEE STRUCTURAL 7---4-40. 674 z -- ...p. SOUND ABSORBING BATTS M METAL DEMING Ili 110 . , coutfrERFuksHING 1 411 : ..1111011111111111 4' 1. - 11 .. ' .7:4 1 4 • ANCHORAGE BY CANOPY PAFR. I 1 P olow SUSPENDED CEILING ,,::,,ir'''•ir*p. ''' 41r*WIV-411111 - • P'' '441fr **4tVIPIr' Ag4 3 TUBE STEEL FRAME IIIOIIIOIIII 11 .. ., • . . CONTMOUS rklipoi:44.41 , eh GB:ST Ui:suBOL.:RDTioN e •:4,416, METAL DECKING A AI ENGINEERED BY MFG.- MM..GUTTER 4411fr 1 : SEE SPEC'S. • i"WIDE CONTINUOUS INSECT SCREEN 4 I 4040.46•°-4 itill' PRE-MANUFACTURED TRUSSES- Ii. „. .0110.1.410 11 . 4 ' _ • BETWEEN SOFFIT PANEL&WALL SEE smuaniRAL 1 1'ti I I I I IPIPr!-I I I I 11111J:411111211 16'I/2' 12a . : .A • 1 . METAL FLASHING • .0 Vrailligi, W II ' II1 A • • • METAL PANEL METAL FRAMING •.: WALL SYSTEM ME CONT.SEALANT AND DOCi-GA-008 kW . . • . . . • GYPSUM SHEATHING BACKER ROD(BOTH SIDES) 1.--1 of . . iii . ELEV.1 60.3.41)__ i COFtRUGATED • • Ai _ . 41 . r AIR SPACE iii TOP WALL :. CONT.METAL GUTTER = METAL SOFFIT -- AI • 1 ' I • 1 rill ".."''""'"'"MUUIINIIIIIIIIIIIIIIIIIIIIIIIIIIII ;• FLASHING&SEALANT ., • , FLUID APPUED WATERPROOFING CONCRETE WALL-SEE STRUCTURAL 4 t:,.. PERFORATED t.- H.M.WINDOW FRAME ''• , SOFFIT VENT NIr W Nor 'Nor W Iiir W lir W W w W 111, W ' ' ' ' • - SfEEL- I CORRUGATED METAL SIDING OVER METAL HAT • r : . LIIII I WM CHANNEL FURRING 4%0" . ° . . TYPE*A"'GLASS • . . . A • • CANOPY SECTION 1 7 i ROOF DETAIL 4 ROOF DETAIL IM . . METAL ROOFING . , GRID i METAL COUNTER FLASHING , 44. 1470.,•-ipt-41" :-.411:41404, :IP P . 1 7:4111"41P METAL DECKING • re 1-0" ' GR. ID ingtv. : i rip 4•41 . • . 4 .. .44. II° : if •• • • ' N .• . • • • • V • 4_ • FLASHING LINTEL SUPPORT- SEE STRUCTURAL 12"CONCRETE WALL COUNTER FLASHING FLASHING FLUID APPLIED ROOFING S. . 4 , 0. ' MIE • . • • • ...-.1.7- • METAL FLASHING - METAL DECKING 000-GA-008 "......_.,....1 ....... -4 \ 0*,. 1*\ C., Num..11.• METAL ROOFING METAL DECKING METAL FLASHING O.SEE STRUCTURAL SuCCIITRAL TUBE STEEL-SEE STRUCTURAL METAL COUNTERFLASHING STEEL BEAM 00 O-GA-008 11.1■01111weememowl 44:411iiiii - 44* .44 "Iltiltot UNDERLAY1S:AF:TER:NIGOEGNR OC > GA-008 1...... , .••••°' ROOF STRUCTURE- 111) 74 -- Ibit- ...--- . ELEV 154 00 (I) SEE STRUCTURAL 11111 tti V.ip4(410rfr . ' , • . r TOP SLAB 1‘1111 „.....___ V URETHANE SEALANT , . I Aid • ' gigillillirir ' - IMRMOE111:T.IIODNAALIDINFRABR::USORBING E3ATTS " ••4*-61 . . Z-0"x 4"HIGH OPENING= METAL POUR STOP • (CTRD.ON SCUPPER i D.S. 740 , A . RALRED TRUSSES- • vr • LOCATION-lYPICAL) , IIIIIhilh 1S3EREE-MANSTRU"ACTU• ' FP' . • .,4 • . Dz. A. 41. .A • • . 4 FLUID APPIIED ROOFING . ' IWIPIII 111111r.'1,.. . 1.., • Poor .. • - • •„.a - ; . • . , k _ "s•.:- ._ _ ELEV.VARIEW . , , -. , :- de "4:0;:: Z.'P...4,41*".4.•••, vip711 1..; • .k , ■ ■ •, , . 1 I PREFINISHED CONDUCTOR . . . . „ . , • • . -. ' . . CORRUGATED - : CONT.METAL GUTTER 'I 2a . . . • isr ' HEAD W/DOWNSPOUT ' • - . ...• METAL SOFFIT lir 4 It . -" I . TOP SLAB • . . , .. ; ,. ii■■•••••• 000-GA-008 • ' A . A . • 40 . , . . . ; . .: (TYPICAL) , , , ,.: PANEL ' . - ... . . . • . ,, , . .;. ... ,,, ... . b.---,... _ 1...............-......1 • • ' • .'ROOF STRUCTURE=SEE STRUCTURAL . • :,. ei, ,---- . CONCRETE WALL- , ' .. . • . . • ,.- . . AiMarillt; --1 .,..v .. . . . ,, VA SEE STRUCTURAL ; , . 4' . '' , ' - •--7-5"WIDE SMOOTH FACE CMU . . . ' iINIIIIIIIIIIIIIN mmith GYPSUM SHEATHING . . ' A . 41.` .. "• A. **• - (MD.CO D.S.LOCATIONS) . . Pr I . al FLUID APPLIED WATERPROOFING • NI METAL PANEL WALL SYSTEM . illim IIIIIIIIIIIIIII 4*CMU VENEER I 12B i • SCUPPER I DOWNSPOUT DETAIL I I . ROOF DETAIL I 8 1 4111111'., ACOUSTICAL LOUVER A.... -49pr--- • , ROOF DETAIL L2 I 000-GA-008 000-GA.008 000-GA-008 ROOF DETAIL 5 I 060-GA-008 1....._____A 1...,....._,I 000-GA-008 11-........-s . 11111.11■0141•11•11111111111 illolo •P•IMPRIIIIII ••■••• Nal■pa. METAL ROOFING -....0.1.....•1 .1 /GRID PRE-FINISHED METAL SEE SECTION 15/000-GA-023 METAL FLASHING GUTTER FOR WALL FRAMING-SIM. Z-011 Alm 1,......_____-• P •• 41 , A .'. Apr . ..,4 ,......... r4p. RIGID INSULATION• to 1 \ g • . • 4 ' --"` METAL COPING/FLASHING ,„,...._ ,,,,or 4 ird,..*4 0.4 04:4 1,0,., vilitt _ligro 4., DOWNSPOUT -4,4,-94,1 ----- -•Vir114$44°' - ' '1 VAPOR RETARDER UNDERLAUMENT 1 5" 4 ei •I4 A ... :4 • DOWNSPOUT 754"DOWNSPOUT ELBOW • 11 - METAL FRAMING METAL COUNTER FLASHING _____,..•----7--, .44***4 Pei v a.A°' v.-474pti -.414,4P4p 401,40P- • ., .. t.-41^ 11044.4 ___.------------ -1011 METAL COUNTER FLASHING .04,..,!::!.._,_ METAL DECKING 1 2alk CONCRETE WALL . a • • i ' • 3 I I .......,...... 1111111111111 ## I STEEL SEAM-SEE STRUCTURAL SOUND ABSORBING BAITS 61/4" EP SMOOTHFACE CMU .• At 41• .. It• --------- 41.0••••■■ at D.S.LOCATIONS- ' I . . . . 4 1 GYPSUM SHEATHING 11111 11 ROOF STRUCTURE-SEE STRUCTURAL•2 • ., SEE ELEVATIONS FOR 4' • ' ' • . • 1 ) 11111.11P- 110111•• . A i CMU TYPES(TYP.) . 4 ' C lalI.:..:.:::.". . ______,.... ...._ v 1.URETHANE 711:nEs 1 CONT.METAL GUTTER 12a 1 1 •iii 4 . 4 • • ". 4 • .. • ..46 . A • • 4•w.' . • . 1 i MIN I III.NIIIIIIIII 1 Iiiio we iftl, 000-GA-008 L-.....---1 IIIIIIIIIIIIIIIIIIIIrAdlliIll --- GRID . . A* . . . is ft 2 Min TOP SLAB 4134- „ GYPSUM BOARD 9 la"x 16 GA.STEEL STUDS g ier Al • • • • • . . . , % . . • . . . , •. . •4 di . . 0 • • . 4. .• . -÷ . , , . Er 1111111111k1. FLUID APPLIED ROOFING I"Il METAL WALL PANEL SYSTEM , . , ,. LINE OF CONCRETE • • • 4 I 1 MIIMIIIIIIII"-- CONCRETE AND ROOF STRUCTURE- SEE STRUCTURAL METAL POUR STOP ..1 I GmYPETSALUMRAssHEAHINTHGING .....,.. . . c.... . ,,jei..27 01:......:-....itl: : WAINSCOT WALL BELOW •' . • 4 1 . • Miri • 1 , (... - PRE-FINISHED METAL , 41 ,, • .4 . 4. „. • :4 1 •' , • • . „ . A . it • I AND SEALANT 1 D.S.Wi CONCE.ALED FASTENERS .....-- .•,...i.-:1- slt - . i 2B......1 • METAL PANEL WALL SYSTEM VA .tIvE:14111:4•7 jiti!"111 Iiiili: GUTTER I DOWNSPOUT DETAILS I 12 I DOWNSPOUT DETAIL 9 ROOF DETAIL I 6 I ROOF DETAIL I 3 4: 04:::.• If .. 000-GAr:j NO SCALE 000-GA-008 000-GA-008 000-GA-008 , 1,............._11 11.......... 1 IL...........1 16 ' 1 , , -.NI_ vamok SCALE • WARNING - • 1 I. a B 'I 111111k, J. McKINNEY SHEET:1 le _ _ g 04* a - 0 y2 I DESIGNED ARCHITECTURAL Lir it' I 4 A •,. ..r4ItL:r ki 1;;;Inns;;;JJ D.ZIESEIVIER * Ir.., FRis-N . ME) LICENSE NO. , 151/ s M IN H DURHAM FACILITY INFLUENT PUMP STATION DwG: 000-GA-008 .. I 1/2"= 1'-.0" IF THIS BAR DOES DRAWN. IN ASSOCIATION WITH: CleanWate Services ROOF SLOPE,GUTTER , .01 NOT MEASU•W 1" _ 4 PHASE 4 EXPANSION 4 , THEN DRAWING IS Jiiiiis ..,en It tit GO SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. AND DRAIN ilIDETAILS DATE: 4-8-2005 REV DATE BY DESCRIPTION ; NOT TO SCALE tzECKED J. kicklNNEY (COMPANY OFFICER S AME) LICE E . DATE ARCHITECTS ASSOCIATIVE INC . PROJECT NO.: „simg■Nglogno„ 11.111111111111■1111111111111•11111111110111111., IIIMIMIIIMIIIIMIIMINOIIIMIIIIIIIIIIIIIIIIIIIIIIIOIIIIIIIIIIIIIIIIIIIIINIIIIUIIIIIW 4 . / 1111011111111■1111111111111101111111=111111111111■1111111111M111■1111111.11.11111W ■ -_ _ \ 111101111111116. Oft. 4969 ill tVW. 11111011661011111. IMINIOUNW r ,• WINDOW SCHEDULE '';': „.. «... .-r.. ,r.... 1.. "..,�. ....� (V; SIZE BO` TOM t F' FRAME P; NUMBER REMARKS :ti,,,__ 'A' WIDTH HEIGHT ; OPENING ELEV•. MATERIAL FINISH.�...wr LOUVER SCHEDULE 1-=:- 4'•3" 21'- "' 137,00 ALUMINUM FACTORY -- - SIZE' BOTTOM FF ►AME' 4 . NUMBER REMARKS WIDTH HEIGHT OPENING ELEV, MATERIAL FINISH 71, 5'-8" 4'-0" 162.00 ALUMINUM FACTORY --- ,.., .. kw - yr... ii - 3'4" 6'-0" 157.00 ALUMINUM FACTORY , ACOUST1CAL LOUVER ca <7/-7> 8'4" 24" 153.33 ALUMINUM FACTORY - , -- -- VW 514" 8•-0" 141.00 ALUMINUM FACTORY ACOUSTICAL LOUVER W8'-0" 12'4° 152,00 ALUMINUM FACTORY ; ► •-•••-�•^ _- - - - 5'-4" S'-0" 938.67 ALUMINUM FACTORY ACOUSTICAL.LOUVER WY 1N-5 8'w0" 4'41" 162.00 - ALUMINUM FACTORY W ,�.."••� , I - �•••----.--4 T-B* 12'•0" 137.00 ALUMINUM FACTORY ACOUS'T'ICAL LOUVER 7---- 8'-0" 25'-4" 137.00 ALUMINUM FACTORY .,.,.... RI, 7'-0" 5"4" 141.00 ALUMINUM FACTORY ACOUSTICAL LOUVER ... a ' ..,_. { � 12'-0" X4'-0" 152,00 ALUMINUM FACTORY ell) ' : - ?•0" 8'-tr' 151.33 ALUMINUM FACTORY ACOUSTICAL LOUVER s". W4 12'0 4'4" 147.50 ALUMINUM FACTORY j , ■•■•••01.1IMPOININI, 111611161411610■01MININIIIN ...... _..✓- _ ....., T-6" 6'-0' 150.00 I ALUIUIINUII�! FACTORY ACOUSTICAL LOUVER k..' 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Y, "tlf'1#R. 1�. . a—J 129195"x23319$" WINDOW STYLES LOUVER STYLES i * GRID PANEL or O'‘‘.' in 1.... -a— —.low mu, tom MM. `4111111111111111■ / \ \ A / I \ 111111111111111111111111111111, 111111111111111111111111■1111111111111111b I in I Ei SCALE WARNING + •y I I3Y ARCHITECTURAL. 1 SHEET: O' 0 Y2 1 DESIGNED J. IUIcKI NEY - kit Iii;;;IM C NA ' A ) LICENSE NO, DAT DURHAM FACILITY INFLUENT PUMP STATION DWG: +�Q 0-GA-0 l3 NO SCALE IF THIS BAR DOES DRAWN D.::: l�' titer Serce I TETNATNAL PH EAN N L UN01N DA :.� A J. PANY O I ER'S NAME CEN E N DATE 498 REV DATE BY DESCRIPTION CHECKED (CO � PROJECT NO.: -'v' .Ir„w,r ... •Y: mmimmumer 41111111111111111111111111111.11‘ ,...,.. • ): ■ -v"--- DOOR SCHEDULE GENERAL 3 :T.;-. . - INTERIOR ROOM FINISH SCHEDULE ,.. NUMBER . DOOR - FRAME 1. 2•H.M.DOOR FRAMES TYPICAL ... — �f . I r ,,.�, UNLESS NOTED OTHERWISE, WALLS' CEILING I CEILING I ROOM# ROOM NAME BASE FLOOR REllllARKS 2 �, DETAILS HDVII . NOR EAST SOU WES FINISH HT. A.F.F. : TYPE MAT'L. FINSIH TYPE MAT: FINISH REMARKS SEE SPEC SEC1`ION 09900 WID • CONC. . CONC. CONC. CONC, CONC. • CONC. THi{.. HEAD JAMB JAMB SILL SET , ` 2. FOR CONCRETE FtNJSHES. ,�,, 90'1 PUMP ROOM A VARIES ;',_ ..,. REFER TO 1fl0-S-0't6 _. ... . ... a",': 10 A 3=0" • 7"-0" 13/4" A HM PT • F9 HM PT 8 005 405 FOR DOOR LOCAT'IOIrt •f•- 942 PUMP ROOMS +GONG• CQNC. CONC. CONC. CONC. ..... CONC. VARIES PM=... 1 REFER TO 1tI0-S-498 OM 109B 6=0" T-0 1314 B HM PT F6 KM PT 10 / (g. AT `�-�' a ` 005 005 FOR DOOR LOCATION A.F.F. ABOVE FINISHED FLOOR CONC. o � r E 00-50 8 ACOUSTICAL I 103 I WET WELL A CONC. • CONC. • CONC. �--- VARIES TO1 9 ACtJUST. CONC. CONC. x 110A 3"-4" 7'-0" 1314" A HM, PT F8 HM PT 1 .1 S REFER ADA ADA I BM Wall Mai I OM - . F,,,, ; 0 006 FOR DOOR LO►CAT70N BLDG. BUILDING CJ CONTROL JOINT 104 WET WELL 8 CONC. CONIC, CONC. CONC. CONC, CONC. V 9 10 JAMB.SIM.© CLG. CEILING owl 4 ARIES • 2 41111010 3'-0" T I 314" A HM PT F1 NM 2 _ • 004 004 - ( CONC.WAINSCOT CT CERAMIC TILE . CMU ggMASONARYUNT CONC. CONC. CONC. CONC. CtNC. CONC,i 41> � CONIC. CRETE 105 MOTOR ROOM A CONC. . VARIES "N r " JAIL.SIM. cp - '�- 7"-0 1314 A HM PT 1=4 HM PT SEE DOOR FRAME ELEV. 11 '12 CUNT. CONTINUOUS - 004 CONC.WAINSCOT CONC.CTR'D CENTERED 106 MOTOR ROOM B CONC. CONC. CONC. CONIC, CONC. VARIES t,. 3'-0" 7'-0" 1314" A HM PT F6 HM 1 1 , DIM. DIMENSION - i _ . I 411111210 PT EA. EACH ' 005 005 ... ... m k EAON t '107' FAN ROOM A - VARIES Nt}FINISHES 11 d - 3 0 7' 1314 A HM PT F1 HM 005 GAUGE ► 6 MOTOR OPERATE[ GVVB GYPSUM 1NALL,BOARD 108 ' FAN ROOM B - - -. VARIES NO FINISHES 12-0" 15-0" ... C PT ... STL. PT GYP.9D. GYPSUM WALL 8ClARD _ 111:r-04 804 Fro: 404 COILING DOOR HM HOLLOW METAL. CONC. CONIC. CONC. CONC. CONC, CONC. HVAC HEATING VITIONI TING 109 WET WELL ACCESS ROOM - ' -- - VARIES ' 8 2 3 AIR CONDITIONING . .� �� s; '-0" 8'-0" 1314" B PT F5 HM PT 005 005 INT. INTERIOR 110 • ODOR CONTROL CONC. CONC. CONC. CONIC, CONC, CONC. VARIES MECH. MECHANICAL I 8LC7WER ROOM ... C 4111010 8'-0" 9'-0" t 3/4" B HM pT F5 HM pT 2 3 B MFG. MANUFACTURER 005 005 MIN. MINIMUM CONC. CONC. CONC. CONC. STL.DKG. CONC. r PLASTIC LAMINATE TO VIEW IC> R r " 1 f' PAINT �� 111 � - - .. .w. - P-2 4t.) VARIES ROOF TRUSSES F-4 3�+D�' 7'..0 I 3/4" A HM PT F6 HM PT P.T. PRESSURE TREATED -• - 005 005 POT10101 RR3 RUBBER BASE ChtU CMU E2111 CMU STL.I3KG. 112 I VFt].ROOII+t'B' CONC. VARIES EXPOSED TO VIEW 1148 3'-0" 7'-0" �! 314" A HM PT F8 HM pT 1 1 7 SECT. SECTIONOPENING ` P.2 STEEL BEAMS F-4 005 005 SIM. SIMILAR STL.DKC3. CONC. EXPOSED TO VIEW QM, 314r TO 1314" A ' HM PT F8 HM PT ' STRUCT. STRUICTURAL S 193 VFD,ROOlI�II A 0 0 0 P`2 VARIES STEEL BEAMS F-4 �� 005 IMOPPP-5 T.S. TUBE STEEL CONC. CONC. ; CONC. CONC. SEE Ct100.A-0'12 • nip.,('I•YP.) TYPICAL 114 ELECTRICAL ROOM CONC. CONC. 114D 81-0" 7'-4" 13/4" B IIIII PT F3 HM PT 8 10 gill. WI WITH - -- ,.-• -.. -.. IIIIIIIIIIII FOR CEILING HEIGHT 004 004 044 111 VVF WIDE FLANGE CONC. CONC, CONC. CONC, CONC. CONC. EN 4E310 ‘ WRGWB WATER RESISTANT 115 VALVE CONTROL _-._ 3'-0" ro 1314" A PT FB HM PT 1 1 8 t�YPSUM WALL BOARD ... _.., -- •.• 10.111111111 ID 045 405 DETAIL REFERENCE NO 118 ROOII+IAA IUlONITOR GWB GWB GWB GWB ACT 4 RB VCT 1158 -' 3'-OR" T-O" 1314" A PT F8 HM PT 1 1 8 PT-F2. PT-F2 .. PT-F2 PT-F2 . FACT, FACT. FACT. . 005 045 . �WRGWEI WRGWB WRGyWI3 WRGWI3 c ii: 8"CT-2 Er= 9* SEE INT.ELEV.FOR • 3'-0" A F6 PT 1 Pr'04 G 000-GA-)60( 1�7 TO[LET WAINSCOT CT-9' . Illel30 T-0" 1 314 PT HM PT-F2 PT-F2 PT-F2 PT-F2 PT F1 FACT. FACT. 0055 -......' ,�.. CONIC. CONC. , CONC. CONC. CONC. CQNC, 1 1 118 I HVAC ROOM - "- ' VARIES vim) , 3=0" T'-0" A PT F8 . HM PT ... _.. ... -._ ; : 005 005 Fr- , CMU METAL METAL M AL CONC. ,. .. . .. .. 119 COURTYARD ' ' • I ` ' y ____ 118X• r'$: .3'-0" 7"-0" A-W PT F8 HM PT 1 11 " ' SOUND DOOR Ylf/ •. .. 01111 FACT. ' FACT. . FACT. . - 005 005 004 .. PERIMETER GASKETING CONC. .�.. 120 STAIR#1 •• ;r.Ct3NC, CONC. CONC. CONK. CONC. --- VARIES 1.17A 3'-O' T-0" 13V4" PT F7 H M Pi- ' 5 - --- --- 005 005 ' - ;• RECYCLE GWB GWB GWB GYM GWB C.T. CONC. • 9=0" 1111r: L 12'1 I STGRAGE • '118A 3'-Oi" 7"-0" 1314" PT F2 HM pT 76 7A \LEVEL THRESHC?Lt71W GRUUT; P'-F2 PT-F2 ; PT-F2 PT-F2 PT-F1 FACT. • 005 005 FOR SLOPING FLOOR w. « t 9 '10 _. /- _ ROOMFINISHNOTES ' 1188 7'-8 8-8" B HM PT F3 HM PT �0 GLASS TYPE B 004 004 _ 004 J 4"x25*RECITE 1 SPECIAL COATING C-1 OVER CONCRETE. SEE SPEC.SECTION 09800 119A 3'-0" 8'-4" PT F1 HM PT 2 5 g 8"GAP 0 FRAME& 005 002 DOOR BOTTOM W SEE SPEC.SECTION 09900 FOR PAINT TYPES. ""'*- -SOU DOOR- 0 PROTECTIVE COATING-SEE SPEC SECTION 08800, TB 0 120A 3'-0" T-8" PT F2 HM PT 2 TC , 005 005 PM 404 In 0 RECEIVES LINER-SEE SPEC.SECTION 09815 AND 09 817{CONTRACTOR'S OPTION}. . UI ICE" 3'-0" T-0" HM pT F7 HM PT 4 5 8 C . I . . m* = ED . — NS " : VINO., 005 Pr: FACTORY POWDER COATED INSULATED STEEL SLATS 1. ALL DETAILS FOR DOORS ARE LOCATED ON SHEETS WO-GA-009&000-GA-010. j t 3 I 2. SEE SPEC.SECTION 08710 FOR HARDWARE SCHEDULE: A'"Y Y 000-GA-0114 2 3. CO-ORDINATE WITH ELECTRICAL REQUIREMENTS FOR SECURITY SYSTEM&COILING DOOR. a 7 --•FIELD PAINTED FIELD PAINTER a @ DOOR'!19A f DOOR 118C ONLY HM FRAME�TYP.y HM DOOR �TYP.� , 1 L...9_,1 PET' 9 9 - 12 9 ,......-........._____ I 2 1 iii 4 _ 171 a 05 C)O 0004A-005 000-GA-004 CIO O0O-GA-004 000-GA-004 COO-GA-005 OOO-GA-U05 000-GAd3Q5 1100-GA-004 a ....� " DOOR �... 4 HEAD 4•HEAL] 4 HEAD 4"HEAD CMU VENEER � ,. .DOOR 119A 118C ONLY - -, is , . Fri 7) 1 1 . . Lii r 000-GA-044 O0O-GA-002 Q�-0 « J W D x PRE-CAST CONC. ' 1 ,. rizi .� 7A F6...-ra,-.1 I13 E a O 4 - - , ' 14 10 3 1 w i + „ 000-0A-005 OO 04 + 000-GA-004 000- 4004 00A-004 00 00F0-GA-005 00G5 CO W , i SIM. 000-GA-004-.- .-_ 3 L111 ! 11 6 11I _ . 11 11 I 1111 •. - -----• 00� 000-CAA-004 000.GA-044 000-GA-0114 • 000-GA-0l4 OOO-GA-004 t�00-GA-0Q4 „,k,j ' . ibt j . - 61.-- .1 ! •tL �� DOOR 116A ONLY ` ppi*JAy:4 I 042 DOOR 119A DOOR& F./ FRAME 8”ABOVE FIN. - couvtit, �►. /�FLR. eilk 4IEM 41101fr F-8 F-i �„ 1 DOORS1YLES 4rk OF 07-'" � . ._, .,, , II .. SCALE WARNING S D =Y �... �� ,..w. r...... f J. c r r ARCHITECTURAL SHEET: 0- Q 1 DESIGNED, M I{1NNEY ( ( ) nill IIN 11111 °' ' -0 C 000 G010 NO SCALE .!F THeAR DOES aIAWN leTSS �NTER[C"3R, XTERIt]R AND SQUIES-EEONAL CHAS EXPANSION,:a :ME: :c ° M ASPR ECT NO.; 49�i REV E?ATE BY DESCRIPTION NY S N L E DATE i �. • h . i, 315;1: . • ,477.i, r..: - E E 6 100-A-012 'I OO-A-C�'t 3 4 0 0 0 r t' r.,: iI 1'..'.• i I + + 'ri,' a i i I ,id ■ . '- 1 1 i 1 11• • ELEV.178.72 __j_ i 1 ' I TOP OF END PARAPET WALL 1 —..,.` I I 1 i i 1 12 • li . I 12 ....1,+m. I 'SLUCENT REMOVABLE FIB RGLASS ' • "�''�r► METAL ROOFING E I 1`.. PANEL ROOF HAT H f .aw"r.,.l�w[ 1' �' i �.. I��".lr��.■•i�``�"`�� I �� .�. � PRECAST CONCRETE CORNICE • Aillirlww�MN NM=IINWgn "`�► ..�. .. CMU VENEER . .ter –- i�. � ,"�... jilt_ ,�d..,�.�wr�..1*w■��-�aca�w� ��►.�w .+�.,r� TRANSLUCENT WINDOW PANEL D • li 1 iniMialiffi EMEMBENEL .......=,. ..mostwommi II k:.., . .. . . . ,,.: lL:J om` 7 _ Ii4;14.1.: _ , ,,,.. . if-: - . . 1 ,..,..,..,...„...,.,.,...„.... MU iiiiiiiiiMiliila NM=:.- 1, . , . . . , _ , . ..... . ,.. . / . _I– "i.....,.......111=1" 'ME IIII I rjit-Itr'i.1--:T kel MOINUMMINN MUMFA l'•: A''-Miliaiiiiiiinanall,==" Illiiik • . 4.•E•r+.L.Er V.150.5w9 w ,_ Mn ► i r �.,.;w-r -7-- :`.'♦ I __ 41111111111111.11NININIPIII WWI 101�IMI 4.?"+WA IZA t �Il�lr• . . •Mstd MN MR INS 1aNI kMON.011 1 �[� �� iII TOP SLAB GO- NO-GO LIGHT- 10"x 4"x16"SPLIT CONTROL JOINT(C.J.) BOTTOM©101-0"A.F.F. FACE CMU ACCENT (TYP.OF 4) 10"x 8"xi6"GROUND 4'A"XIS"SPLIT FACE CMU VENEER BLEND(TYP.) L.UMINAIRE, FACE CMU — 4'x4"x1$"GROUND FACE CMU VENEER ACCENT(1W.) BOTTOM 92'-4'1"A.F.F. •LUMINAIRE ON WALL- . OPPOSITE DOOR 120A ICRTf ELEVATION [ .1. 1 LUMINAIRE ABOVE 8"x8''t16"SPLIT FACE CMU BLEND 100-A-001 DOOR 120A' - - 8" 4'x16"GROUND FACE CMU ACCENT I, NOTE 1. VERIFY WITH STRUCTURAL FOR CMU VENEER CONTROL JOINT(C.J.)LOCATIONS. 3 2. SEE 12/0004A8 FOR GUTTER&DOWNSPOUT DETAILS. 3. SEE ROOF PLAN FOR PRE-CAST CORNICE JOINT LOCA'ITONS. • • q Y 4. SEE SPEC.SECTION 44232 FOR COLOR OF MASONARY UNrTS. o AIMPIIIIMINft r.T1 IMI . I •CCOWIN US RIDGE CAP ° . : :: • IBI A ' ��_ .. . , . . . 'I O ,A-O.'I }D-1�1-Q1 ' - I - METAL F OOFING , • • - 7 00-A � 1�C�-A 0{�$ 1 •A-D11 1 A�D'1�I , .• •' I i I C INTINt OUS METAL GU11E . • ,, • . 1 I 1 + 1 TRANSLUCENT WINDOW PALLS I •I I I I I I - -,- PRECAST CONCRETE CORNICE METAL LOUVER(TYP.) 1 PRE-CAST CONC.CORNICE REMOVABLE TRANSLUCENT ' I FIBERGLASS ROOF HATC CONT.METAL GUTTER i '' I / METAL ROOFING CMU VENEER(TYP.) =::ANELS ; ~1 1w 1 . .�` _ ../1►_ � L ELEV.164.33 . -.--.r._.. . ._. r r.r.-._.mow.wwsr.a w.rr— _ ...,,.r._ _ _ — . wwrr .rte_ • w •+w- WINDOW PANELS ii►. �� MI TOP COFNCRET MINN= /1(\ ELEV. 180.33 TTOP CONC.WALL _ILIELtate -_ _ ell 41P71 . GUARDRAIL- '� METAL ME ��um :II _- SEE STRUCTURAL le" i�� II��Im■I� 1.� MOM VINE UM No `.. w —111.111111111.m— ..}...._. A..«A. ...•..,,•-.1...w:...♦=.»4.•r.h »•v«M ...6. •'�•�- STEELCANOPY � .....1,«,«»•;.. a....w.. .a w �-•'tai mum i:—. _ . —::-':;_ .= ._y.♦M1_y_BUILDING ADDRESS j� • . . • . • . _. i ANDENTIFICAON_ �... �1�1111� _ _ _.• ► - ,- �# 1 0 �. : � „.:..._..,,.;.. ..:....:..,,..:.... ., i► e ! TOP SLAB.. aiNMEMSEI.7 _ . . . .P. "MI V . —.1111 man SEE SPECS. r "�' :.._.. __ , Raw . 1 pm Imo--^ �•�,�rl� �+•• � It �� ,1,-.-..:...:w.''..gr..A..rwrr..r_ .w,A„y» PIIIIIIIIIIf.. •mum IR E . ...h..,-..d .. , A..r.r..:.„.�Y• .Aw• %:.. • ,•t.A.w y,.u•.,.= 'I TIT y.,. y,♦• an 11M'1 •_ ..�... .......: ..m. � . ...w..n.♦Y... ...•:t... �..=..:_Y...j..q...L..«»Gwv..w..y.,.'...�..i...Y..w»r...:..._..: ��•`+•• i,-.-. ..-, ...i / : : • _ ;.`n` 1• •••».w..Ya :......,+...yw♦,a«+».w.« •..4••v».►.......i.. .�rw.......— 1 .7 ril rilling '''"'"... "... 71"...71111"ii ,p ,..., Mir.114111"4 i MEM =11119 i �.� ... ...Y..:.« • Y.....»._...Y ; Y_ -."1-""r•-1:7,..i. • . • : ` . ROOF DRAIN OVERFLOW NOME `I / .a...;,___.; „ ,...,...•," "::�. MOUNT 18"ABOVE GRADE(]YP.) ELEV.7 r ��.«V __ .- ...w.......��17� ..i w �� „•..w -, w..�...:......,i,.. .a.._ ...%. x �,,, MON i••OP CONC W .ti• :1'. •'`.• •.. _. a.• . • f •t••T ALL •.'4•• ..� .• .y ••.aF •, ••t,. 1 . •• of •�•! ti• - '� ••`... , t i •••., ••• ��•• � -ter►ar � � ► '•' r' „ •• •~. .. •►.. + ELEV. . r .. .;,.ls� •' 1111111111145 //��''j ..1.u.�.�1 +� •- #:>::; A U i�lr.�r .. _ _ w - - - - ELEV. 132.00 16213111111°iMinft ,•,►w :a l�r (_ — — — . �� awls wsw. TOP SLAB ` TOP SLAB STEEL COILING DOOR 4"x8"x16"SPLIT FACE * H.M.DOOR CMU BLEND(TYP.) 'j BOTTOM t 12'-0"a.F.F. SEGMENTED RETAKING WALLS 1 1 ROOF DRAIN OVERFLOW METAL WALL PANELS H.M.DOOR AND SIDELIGHT (TYP.0F4) NOZZLE GO-NO-GO LIGHT "`•_ .�' �, 75"D.S.ELBOW- PRE-CA - 11 GO-NO-GO LIGHT- ..r ea . it ST CONCRETE WAINSCOT 4"x4 x16 GROUND FACE SEE 9/00D-GA-008 BOTTOM(a,�9'-0"A.F.F. U.,41AN4i' S EE 91000-GA-OO2 FOR JOINTS CMU ACCENT(TYP.) (NO SPLASHBLOCK) {TYP.OF 3) .. EAST ELEVATION , . • ,... - • 100-A-001 . sIVJ - j4'OF Ov- ' . i la -------•- SCALE WARNING S ` E' .Y F - - - 0 lz 1 DESIGNED «�• hAcICINNEY ARCHITECTURAL SHEET". 0' f AI Ito ) ) M W: 118"= v-o" IF THIS BAR DOES D.zIESEMER (tett ' ') ENSE NO. SAT INABSt)CIATI(3NWITH: ��R�AM A I� TY INFLUENT P�JII P STATION 11111i't: Q -A-{ Q� Xi o NOT MEA iIJ 1" DRAWN �' �' ii +-) - THEN Dry NG IS kik ` SQUIER AssoCIATES-ENSR INTERNATIONAL PHASE 4 EPANS�€3N EXTERiRIr. VATIN DATE: 4-�'- OO�s• Out commitment s char. REV DATE BY DESCRIPTION NOT�o SCALE CHECKED J. McKINNEY �. ,R ARCHITECTS ASSOCIATIVE INC NORTH AND EAST vim _ - --,( O PA 0 1 E AMEN LIC SE '. DA ,_-_. _PROJECT NO.: ,. 4969 • 4;!... ',,,e7:.. • . . , 'V.);.;' - • . . 41111111, _..__. . - . --. 1111.11111111111■111111111111 441111141111111111111101MINMENIIIIMININIMMY ,1cr Ili' . . . :. . :.0..';.. . . . • t.... • • • , ;4,,,. . . • . • • ..•• . ' .it::'. • . • • . g:. ' ..-. ' • 40, . . . irxrx1fr GROUND FACE CMU , • . . , W.,:.' -. i • . • A,. .. .5 ' • ' - 8"x4'ex1Ir SPLIT FACE CMU ACCENT t..,:-: X. . • 4 •CONSTRUCTION JOI 0 0 0 .t-•.....- 1 y.,: • ,.--,:,. • I• .,:-: METAL ROOFING . . : 1 iffl F I . _E . • I i I I 4..!4.• a . . I " • al . 6 METAL WALL PANELS . 1100-A-014 100-A-013 • 1O0-A01 a I I I 4 j •i;: . 41.1 I 0 • I I , e METAL LOUVERS . 1 - I I • ! '• E I I I I • .• • I I .,.. TE0LEVp 0.F17:1::PARAPET i TRANSLUCENT FIBERG I. S WAL I T 1 I . a .._.....1..■vo moo.=m amom......J..mms No mom=m.110.111.0•••••••■••••••■......... MI 7 141%. , pANELs , I I ...er,..461N" 1 . . • / . . . &WALL ,.....„,,••••••< I I . 1 . . • . . 4 - t 0•10Mhbitt, . • 0 4"ffigh6.411Nk.. .. I 1 I I • • . 0 . • Ca 1341144113r-HAIIL-r-1-4-":""r ...* I e 1 CONSTRUCTION JOINT . . E i: _.,„,,- Fan T-T-A i- -r'-'F' `,•1 Itioh•-.%, I ,z„,;6441 . .41F1°Ir.iilleSartiall.. . . i 1 I 7'; 0111414.\. • = I I . , PRECAST CONCRETE CORNICE . 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Z SEE 12/000-13A-008 FOR GUTTER&DOWNSPOUT DETAILS. .• . 3. SEE ROOF PLAN FOR PRE-CAST CORNICE JOINT LOCATIONS. - • • . , . . .., . 4. SEE SPEC.SECTION 04232 FOR COLOR OF MASONARY UNITS. ' . .. , :. . . . • . . A B D 0 0 0 . , , _ .... . . , . 0 . . i . ._ I . . • . . I . 4 I i . I . • I ir...........1C I D I . , I 1 FlA I • M .. I I 1-1 J I . ' . I • . 0 I • I • ' . . I 0 . , I- . . I I I 1T004009 I 1100-A-014 1P0-A-01.4 . • . . . , . , .. . . 100-A-0 ip 100-A-011 I I 100-A-00.8 , . • I- q T . . , _, I P 4 , . I I I I I 1 e I I I I i CONTINUOUS RIDGE CAP • . I I 1 AL CONTINUOUS METAL GUTTER T. 1 PRE-CAST CONCRETE CORNICE .• 1. PRECAST CONCRETE CORNICE I 1111111111111111111 , II , . • • I CMU VENEER 1 i , I . 1 . • • . , CONDUCTOR HEAD iiiiiimmilimon111111111111111111111111111111 Hill • I . DOWNSPOUT - 111111111% 11.11161 . 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TRANSLUCENT FIBERGLASS WALL PANELS 160 50 4-......1.-....4........-____-..,_ TOP w-i, NOM NM s'NW= iiii MIME : , , , . :_ ,..._....._...... •..,.._••,......::...'....r 1......-1-r - - "ri"--:-"t •i 1 ..T.. WHEN iizoi ."7....A; :, • : 1"-:.-.......I."7.1., 1••.: -•:•'• i•'' '•" •.•i••••••I.! ■ ' 1'* i, :'- 1..*..I..-•. ... i..*•!. EN ion -- ...,.......,,,,,,,,,,,,,,,,,...., ....................... 1111WIE _.. IR NE MinilaiMa I 1 anic NMI NI MN 0111.01011.11MillihINIIIIMII Tin.:...r.4..2.,....t.....Lri.......1.7.4.v.t. . JIM, -• : ! : • s ,. ,-,. v.....** I .........w....■ al. .N.Ilinille 41111.m..■.... •011 •sommim■M II.Mmmramommm NRMOIM■0•10 411.111.11.1.1111.110 1111. 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Amome... 4“.....wo A.■•••A....■...AD 41104.=...1,..■•■...m.o.•■A.A.A...•..1..■■■■•ow m......, 3 TOP CONC.WALL SEE CIVIL FOR -...,... ••••..b. .... ..• ...,,,- .... ••:.:, ... .. . .. ... .•.:, ' • •. •,,,.. , '. :.. ..r.• 4,•••. - . • % • . •••• % ...%• .. %• •• . %• , ..... ..: r•I :'.'••. ' ..‘ .• • • , IIII L.5 •: Pi' •--":•'• .. '• :: -.:'...-1*:, r: 4': •••*..,••• 4 ... ,..C:ii ....:'.• ":. : . ..:,..:' .7::..:.-*,:*•.."'f', :4* ":.'I.•4.11: Co■P..:.Z: .** ; ...,"-7,.• 4+1..... , .. ..„t, :is% 3 is, ELEV. 132.00 RETANING WALLS e. ••4 • •'' ' " ' • . • .. . . -.•,....,,, -8.1•IP...111...WINPV....PIPIPOIll VII1444.444411411•Il414411111111114141484•4 I...••■■•111•1=111.11111MMIftiomW....PI •. :..? • • • : %. .. ' . • igimowywooftill,111.. ...MPIPIlm 11.1111 2 CMU VENEER Allik AA. Allk ..• .. . . .. •. ••• • , . W1 1 . METAL LOUVER(TYP.) CONCFtETE KNEEWALL . Mir . • lity ‘4"k! ur METAL WALL PANELS 4"GROUND FACE MU 4"And 6"SPLIT FACE CMU BLEND(lYR) 411x4"x16"GROUND FACE CMU ACCENT(TYR.) WEST ELEVATION r7471 ROOF ORAN OVERFLOW NOZZLE- MOUNT 18 ABOVE GRADE(TYP.) • • e.....KCC"N .._---..p -..,... • . (r .1.) AP .- 1 a BEHIND DOWNSPOUTS U- PRE-CAST CONCRETE WAINSCOT- (perplex) - 100-A-002 ..I • i y .r.fmaii _ . . i . SEE 91000-GA-002 FOR PANEL JOINTS ' . L--....-...." • yANfLAVL Wk. ..›.. i , I 1 . . . ,. •., i '14`• .•••0., '',-- t In i .....-------, . • _ . /111111111.1111111111.1 SCALE WARNING s4i4,% • :y Vb. N- , - _ f 1111111MMOMOIME1111111.11111.01116. \ . \ NIIIIIIIIIMMIMIO. "411111101111111111111111. 2 in 0 th 1 DESIGNED J. MckINNEY ,, . ARCHITECTURAL SHEET: i (3_ O../ IN DURHAM FACILITY DWG: 100-A-002 • I. allall _ . . _ 1 -12M5iiii . 0134. 114 .1 11 ' :■417 S A- 21 • LICENSE NO. a-. I . H M W IN ASSOCIATION WITH: CleanWater Services INFLUENT PUMP STATION DATE: 4-8-2005 D.ZIESEMER i .,„, ii„, SQUIER ASSOCIATES-ENSR INTERNATIONAL Our cora= cleat. Z 1/8" = V-0" IF THIS BAR DOES DRAWN ( ( ) ) PHASE 4 EXPANSION EXTERIOR ELEVATION - -4 imom , NOT MEASURE 1" THEN DRAWING IS . REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J. McKINNEY - (COMPANY OFFICER'S NA E) _LC N 0. DA E ARCHITECTS ASSOCIA11VE INC ‘444k4::11t:nt ii. SOUTH AND WEST _ .401•Nom■mma. 1.....mimpr Issem■••■■• N .\ illaiii. 1.1111.111111■1111■ 1111111111111.11001016. i PROJECT NO : 4969 ;r, ,. r ......rvi CNI co ''. 'LL < �C 0=.;:_. 4 ,,..�.. c°►► 'SEGMENTED RETANING WALL- * "� SEE CIVIL got �'.` 1 108'-4" I Illif a i EMI 1 000111 MO Mili yri •• T r t, RAIN LEADER 1 1 s r ;. SEGMENTED RETANING WALL- O- -U57 .V ROOF DRAIN OVERFLOW a. SEE CIVIL i _ i __...-....- S I i NOZZLE a ELEV.133.5 A i . _ .wrwr.r• r.t t STAIR#1 Fria s - ---•- . aOWNSI?C?UT TIED TD . 120 STORMWATER SYSTEM E 11111 11111 111111141* •. ROOF DRAIN OVERRLOW I ' NOZZLE ELE1i.145.94 • hiC----D114D ;. Gam, . ,�_ 1 L ,q RAIN LEADER :21 110 1 DOWNSPOUT TIED TO • 1 ELECTRICAL ROOM ''' C _ `�' STORMWATER SYSTEM � �.l .........±i , ME iMEI e STORMWATER .00-A-010 t* VALVE CONTROL 1)- ' 1 I 115 i ":, [ ! ' SEE STRUCTURAL FOR _.......___leati y t......... �►- HOUSEKEEPING PADS 100-A-011 $p 'c 1 _..mow 10111 111111*. A P II lir.-__ ■ all is a „: 1 4E20 41111170411 ' , SEGMENTED r� WALL - - _—•. 1.'1, # B .. RETANING WALL : f'-.;• • B SEE CIVIL , ,Y 1't'IB 111113M I, / ra r._ —_' IMO •r 72"xT2"RECESSED INTERIOR ENTRANCE MAT' � IgWFMNIiMlllllidlMn 1 qq It n i*�'. puuNNMUNIwaai�#1!1 'aquni I DOWNSPOUT TIED TO FACILITY ACCESS AND IpININIII aura HUM_FACILiFY ACCESS ANL? V :u,", '� 48"x72"RECES$Ef� EQUIPMENT LOADING 11ID EQUIPMENT LOADING nnwn umiw!Et� _ ' agwull STt�RMWATER SYSTEM {w gawralawnaC aaavmal EXTERIOR ENTRANCE GRID- Q .. �1 �la�{{u"n,aiw nu IqM 111 111 1 Iw Il1 (N.I,C,BY OWNER) FLOOR OPENING FOR - - -_.�.._.�. e DUCT (TYPICAL AT . - % 4 LOCATIONS)- i-r s OPEN Tfl OPEN Tt DOWNSPOUT 1N175'ELBOW- SEE STRUCTURAL. ELEV, 117.00 ELEV.117.00 SPLASH ONTO ROCK GARDEN 5A CMU VENEER SEE STRU 1 i I • OR 42"HIGH '��O-GA-003 FOR 42"HIG UARDRAIL GUARDRAIL Mr lCAL� ii (TYPICAL) la PRE-CAST PANELS PRE-CAST PFtErCA►ST BELOW VENEER PANEL JOINT 0— ..,.. —`0 PANEL JOINT 100-GA-002 rte- ,.w.•ww.ewrrar-- 4 PRE-C.AST — OPEN TO OPEN TO .,�--1 PRE-CAST ,... PANEL JOINT ELEV, "!17.00 " " ELEV. - PANEL JUIhIT . . . 4r 41 I N VFD ROOM"B VFD ROOM A , . . A I ' 4 112 113 100-A-008 . , ■ {, _ • r v DOWNSPOUT VII 75'ELBOW- ,, :. - *- , — SPLASH ONTO ROCK GARDEN 1 t Or .. -' >X -�..• r a� , �� • ly- - !` /� ♦ - w.ww..rr.+r _ DOWNSPOUT TIED TO •' I IS OPEN TO 1 61111 1 STORMWATER SYSTEM am &cc EN O r= ELEV. 117.04 E .40 1 I MN EMI I B 1 g =MO MO INN - OM 1 -i 1 MI MI ti{ xn uqunimu xa runacnqunnu , 111 ullilnlllggnuu�p m n uun° 72"X7Z"RECESSED INTERIOR ENTRANCE MAT 430:009 !� 111 Igfllll{nll In11Rl j 1 IIIIMIII S 1 Iw ggrllxnll icrilmM► r u Mtn ' } in q*INI4IIII naWi1l ;,II 1 >anl - M"I Ip*t I IUUIl Ilga»I{ � �"� ! 1ul lwauuullleullialuill nu � 1 4111112:10 ,p 1 MI 1 t .IIg11WMgliq up lullalll I , % t � ` U4 flhIIMM$IIM I lull ,, 1 Isl L. i-----' ,y ` +�r�r Ij I�`y �r�r,� ...J• • R# 3 ##2 rrr+.'2 _ a' 100_S_ O FACILITY ACCESS AND TOILET 1 -S-Q � 48"x72"'RECESSED EXTERIOR ENTRANCE GRID I--- ■ EQUIPMENT LOADING . r r ■ (N.LC.-BY DINNER} 0 SIIVI. j 111 44 FP-3k i--- ROOF OVERHANG 4. 3 .r SEE MECHANICi4L STORAGE ABOVE 1 j 4II 1 0 I/11M 1 -........_ " " "'l► `3a!!!E T,R" ►'ll'! �� pi:• ]+�D.�i .JI ta.="rCii � i KW ` 1 WB 10-A-014 1 .iii ,1 �s .�.,�.X: .., � 1 q uranc.smo-ctierl r/111 11-4111 IL CD `E ' I 111► 111111 1I�/ t SCADA MONITOR ROOMP I '118 � 1a - - 1 I t I ---—•-- ...............0 A •14 I ROOF DRAIN OVERFLOW ' 3 1 _ I, NOZZLE AT ELEV.133.5 NOTE ROOF DRAIN OVERFLOW - 1. SEE STRUCTURAL DRAWINGS FOR DIMENSIONING. NOZZLE AT ELEV.133,5 I W9 r I -• -I- •--•-.- - •..— 1".."1-- -- -- —�- -' I 2. FLUID APPUED WATER-PROOFING AT ALL EXTERIOR ► �" CONCRETE WALLS ABOVE&BELOW GRADE. ; - -- 3 ' . d .I J DOWNSPOUT Wl 756 ELBOW- I 0' .1"t f?" r 3. REFER TO SHEETS 000-GA-009 149fl FOR f 100-A-015 a.a. - I SPLASH ONTO ROCK GARDEN ► ./' 1 ■ " , a a. Q a ! WINDOW,DOOR&LOUVER STYLES. ° • ..A 0 ENLARGED FLAN 4. VERIFY RETAINING WALL LOCATIONS WITH CAVIL DRAWINGS. I.,' .` ,. r '' i ,n 9 Am.- - - 0> CN" ll 6 1/8"_11}t* { t,.. 11.10111111111■11.11.110011.111.010141 "IMIIA .N ■ '�► -i' \ ■.. �,. 'rte \ - - SCALE WARNING = TTE• Y rj+ O 0 1 DESIGNED J. McKINNEY r ARCHITECTURAL SHEET:, M a - - .. t a ^OJ T A�! S aLIRHAM FA [LIT DING: 100-A-003 1 't18 -- 'i -f� D. ZIE R N } LICENSE NO. c _'tiP �NLIENT PUMP ',.'TAT�CN I � RS Cle tSeices PHASE 4 E PANS[C N ' 'REV DATE BY DESCt II�TlC1N CCKED . cEY (COh PANY OFFICER'S NAMES LICENSE N ARCHITECTS ASSOCIATIVE INC .-- .�-- , � PROJECT NO.: 4969 f';:, .LL: ,h4' Io 9 ,?1,.. LL 0 0 0 •ir- 4 o „_.0 6 108W • , -?•'1. Um � I ._�_ - - IA SEE SITE PLAN FOR MODULAR }. 0 x48 INTER' RETAINING WALL LENGTH r'_ a' .fi•.i I I STAIR#1 I - ENTRANCE MAT I 19 f�7 I 120 I AQ f�p� Qty �y _ -5R CONCRETE StDEWAtWK •r ei 00-8-01)f i , I "�QMXT4 RECESSED ” " I ' EXTERIOR ENTRANCE GRID CURB RAMP-SEE CIVIL • a • • • •• • Ca •: r• •• • • •+ *1,'' to ! �• • • ••• I • •• * • • • ••r Jr+ n ~ • • • f•• • % ••• +J♦•• :; • r • • • •• •.•+1 •• •r•a •+ r• •• • r .. • r *` • • • • ••• • IV •• + • • J•.r •• s■ R � LVCfYi1L• • • •• ! • •• 4 � • •1 r• • • •• l •++ .•♦ • f• • •• • •;,• ,- Et : .• ... AN •• ti i •{ • • •• ♦ • I• ••• • i • •••• • •^ . ! I I I _,. 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S • ' • • •• 0 •• • • • • ' +� • `• • CORRUGATED CURVED METAL • • .arr • • • I • • • • • 1 * •• . • f ROOFING PANELS AT SOFFIT ' • • • f' ' •" • •• •* •• • • • • • , • • OF BARREL ROOF • '• • • t • • • • • r •• • • • • ■•• ' • • 4 TUBE STEEL ROOF STRUCTURE • • • r • •, . •• r • • • • • • • : • ■•r,• • W!PAINT FINISH • • i •• • • • • • '• : • • * • II•i a •• • •• •• • • • • , +■ • •• • •r• •• ow 000.00 . • r • • + • r • r • •• • •• •• • •• I s+ r• • e. • ••r •• •• • • • •• ft • •*• r •• • • • • • • • •• • •• • • • , • • • • • f + • r -te r. - w+w.rr r� � r�! /l.rll`��l�ijfyJ--� w r r�.. r�v7 l�ll{iar r� „�L�R yL rJiSi M ,/4 !!G f'r P S • • i ! I 11(111 1r s w :j• .-....././,r/. ',..:///4 .a - - -...P...r.-.w-r 3 I _ •• -Z t + 1 • i H E s rti b • t 111111ii. I ai I . 1 r I.I 100-A-014 it , 14 r ! i I I FT] • • ilk A j 1 • r i a I Ilk I 100-A-014 , i ii ••� VENTED a�, I �--- [ I II, 1 . I ACOUSTICAL METAL 3 1 - .•+. •w� DECKING Wf PROTECTIVE I I COATING FINISH I i i i I I I +2.11 3 a i I 1 I ,�1+ I NOTE .� I I 1. SEE ELECTRICAL.LIGHTING FLANS AND LUMINAIRE SCHEDULE. (�► w1 h 0 0 a: 2. UNLESS NOTED OTHERWISE. REAS OPEN TO ROOF ! K 1. M KIr SLY I d STRUCTURE ABOVE. I ! . • t 3. SEE MECHANICAL PLAN FOR DUCT,GRILLE AND ` ' EQUIPMENT LOCATIONS. /4. v‘..‹,&) i SCALE WARNING SUBMITTED BY 0- LAI - 0 1/2 1 DESIGNED J. M I�INElf ARCHITECTURAL SHEET:4 (PROJECT MANAG R'S NA E LICENSE NO. DATE ► DURHAM FACILITY • WoED DWG:/ 1 % iGi DRAWN. D.ZIE EMER Clean Ot erces PHASE 4 'CPANSION UPPER Ti�- - THEN [3 LiAtokfitlicivi MOS-ENSR INTERNATIONAL Oar commit commitment •� c CEILING PLAN DATE: 4-Q--2a�J' NOT TO GALE J. McKIN�IEY ARCHITECTS ASSOCIATIVE INC REV DATE BY ; DESCRIPTION CHECKED (COMPANY OFFICERS NAME) L CENSE Ito. DATE AT ELEV'S. 144.0+4 t'��JO. O immi _ N , 1 PROJECT NOS.: 4 fi ' -- -, ,, CO N.ic;"; r : ` w 1 (9)EQ.PRE-CAST CORNICE SEGMENTS 0 0 6 i,t:., 0 0 0 lr- a .,.,, � - r.. !� _ (8)EQ.PRE-CAST CORN[C SEGMENTS - - --- f REMOVABLE TRANSLUCENT I I I REMOVABLE TRANSLUCENT I '1'' ' SKYLIGHT UNIT- #' y o> ( I I SKYLIGHT UNIT .3* OVERFLOW DRAIN - �: +� . � TRAFFIC BEARING � SEE 'i/0a0��GA�?07 TRAFFIC BEARING r ,, .. FLUID APPLIED ROOFING I FLUID APPLIED ROOFING ! 4'HIGH DRAINAGE it ;�: . I OVER CONCRETE- I ' I I OVER CONCRETE• SCUPPER THRU WALL �,• ' PREFINISHED + SEE 1�FOR r SEE 'tQO-S-O2T FOR 1 x 1 METAL FLASHING I ROOF SLOPE ELEVATIONS h,, ' 0+0-GA ++: 110-GA + I I ROOF SLOPE ELEVATTOIVS 11 + �q, +►: p r+ 1+: I CONDUCTOR HEAD& 3 DOWNSPOUT- HATCH AT . SEE 1/000-GA-008 ` tittiSitt IMILMIVIR ellgamill Fa-in Ni M d kill lirlardl J "c• . 150.50 ELEV. .lQ =7 71;APALIA CM CIA Aice•'a _awr__ _ - A El i . . . .. mo i■■�r mole I . ' �O.F " THICKENED 30F SLAB FOR MIN. . MN 090 -0 $ 1 cA 1 /)z\. i i • 1 i IBM - i 411 le . 090-GA-0 11'2"l FT.SL I •E TO SCUPPER: ...1 wil 1 1011 ,. . lEll " ,oar � �1 RD DiaWN r. SCU P R THRU WALL �� A` +1 ++. °�°��' c�URT�rARC �� • o cCNOUCTOR HEAD HANK ,.AT rte ■ Wi l_ w E IMO �''';. X13"DOWNSPOUT- ,� 8 .- rk a 1 .5Q ELEV. 120 0 :; SEE I1J000.GA4308 ■am � R U wio I i k:.. P 1 I ".;:;::.:.'.:::-. �v.■■ 1,11 plt. SLAP 1 aO-A O1 O V .o.F. 14 1111111111•11111111 PI t�, "OVERFLOW DRAIN- �I m SEE 11t30t1-Cam►-OI17 ,, 1 SLOPE ROdF LADDER B" 090-GA-tI ;::' A Ns..SEE SPECS. ~y MIMI � a. 2 1..E.��(P 1 1 1 1 1: �� t THICKENED ROOF -•• � �� 1■00-A-01 1 MI _ w SLOPE FOR MIN. x °�°-c�' NOM ' o�. A., 8 1 NB Ilial VT/ i SLOPE * r.+. n TO SCUPPER 0 +' TYP 1 ++mac 1 1: 1 I�c"T 1 1: 01 1 / =. 1 1 e A +1. +•�'� A 090-0A 7 A OPP.HAND _ . . '1� t1 Ilri �i t. �"!�'A f?ice ►�f t:...,::I :e ..... 1�R.i.'r '% 3t Imo. .e:�`!� 111. l it 8 ` . am� AM I 1:::::'•.I - �M:.Y:S...:: �.. ,._........-._ . . 1 OO-A-014 . ROOF ELEY 154.75 s Nit MI am w • ME IIIIIMIIIMIIMI law.004 I K I = ROOF LADDER"A" `` 100-A-014 Q9o-GA-0�?8 _ SEE SPEC'S. co , • GUTTER(TYP.) DROPEPED ROOF 010- 1 1 3'D.S. DS.; SEE BLDG.SECT. 3 D.S. `, /f =1100-A-009 a+1 - ,i 7 \,, 3'D.S. EMENNEWAMME ` • ENLARGED CORNS PLAN + NM f' '� TRAFFIC BEARING • 1+ + +1: FLUID APPUED ROOFING �� ,, METAL ROOFING(TVP.) .� i OVER CONCRETE- GUTTER('Y'P.) Et SEE STRUCTURAL.FOR 4 1 �� ROOF SLOPE ELEVATIONS--j.1 MIIIIIIIIMIIM %el:Pr. .t % OPENING FOR MECH. AiiiiiiiE" ----- DORMER Et�UIPMEIVT (VERIFY D�7- AMEN. ME"i"AL ROOFING.T�fPICAL Mr il[+r7:] Pr 41,- SIZE&rLOCATION 4,- w I •1:� A` " �5, ..r . , r' W/MECHANICAL) f NOTE, A NOTE. . 4r SEE SHEET 000-GA-0007 10 r,. F,. .. ,•, 1.O -A- $ \ FOR FLUID APPLIED s CONNECT ROOF&OVERFLOW DRAINS ROOFING OFING DETAILS £' {2 EACH SIDE)TO(2)3"RAIN LEADERS ; . . . -. . . EACH SIDE '. „ l'IMMENE t - THICKENED ROOF GA ' 0. , . -_._ _._.,.,_......r■_�*� SLAB FOR MIN. ' � S _ � � ,� I: T 112"!FT.SLOPE > _......_..�....................111.111111111111.111.1111111111111111111111111111111.1 .........m.m.IIIIIIIIIIIIIMIIIIIIIIIMIIIINIIIIIIIIIIIIIII GUTTER f rYP. GUTTER(TYP.) \ .......±. MI • - • 3"D.S. . I. 6 B �Qp-(�/�-Q�$ imillilliiiiii.11111111.11.11111111111111111111 `4 fr 7—.:‘IC":1 100-A-009 or-GA-or PIM 11•111111111111111111111111111111111•11111111111111111 2 . L.,......,4 "\ Ell TYP. a-CA ;-� I +ado-cA-a8 EPDXY JUIORTER CRICKET P. _ - -_.,....,......_.___ 1 1 + _— �r _iw-w.rr..r■_ 0 . 112"1 FT.JUAN.SLOPE TO R.O. } i I I A 6 THICKENED ROOF tl OwGA SLAB FOR M1N. 7 "ROOF DRAINS(TYP.OF 4) Q i12"I FT.SLOPE �� T O SCUPPER O A''i- 2*OVERFLOW DRAINS(TYP.OF 4) 110-GA 1+7 0120-GA- ?8 0-GA 3"ROOF DRAIN$ 6 `` ,5,, SPLASHBLOCK I '� 3"O V E R F L O W DRAIN• O a 1 • 1• i 8 CONC.TYPO (4) , ' ' SEE 1�IQ4-GA-QQT "7.,assa i imp; MON 00i1, 18 ! L_ -ii O.F. O.F. I rilL 0 i min 1 CID-A-C 14 f .� i R'C.i �.. caR� 111 .� 1 OO-A-014 1 0 ..._____ Mil I r r ,# ""111 r O It - - _._..._ - - t."�li '! r .� , � • • i: l�i�� r` i T � ii a" I�! ..t."� '! `,''b1)!�!, immornom,an i 4 \OG1F O O OPP.NAND �. �• H iii J / Qa ' ,, N .*Le f PEIy{f 1 .�� 1 A-014 � 1.OO-A+D�i4 :,� - /11 .�..,. ■ 0 0-1.2./..2t 7 1 . Qt -GA-O `, !! 0-GA i 7 I.16 E �r► I milli VII ROOF ELEV.164.67 r J 0► / t• AT GUTTER jr �8 iJ.I.:T::::I- 1.t}C •A14 t . r r j _ _ _ 1 DC}-A-014 3'RAIN LEADER 1 I "RAIN LEADER�,J I , 3 PRECAST CONCRETE CORNICE RUOF ELEV.168.87 I r i „ - C.. OF IPS' AT PEAK OF BARREL "'�I (4)EC.t.PRE-CAST CORNICE (TOTAL{ F 2) I r° ��-_�_ ,... I 2 D.S.T1fP.+OF{4) i a I AT GABLES- ![ - 4111, I THICKENED ROOF _ METAL ROOFING I I I TYPICAL a LOCATIONS I r _-'.._ .- . __.._.._ AT UPPER BARREL r 8 0 0-GA I 1 I R }t=EL1. METAL R{�0►FiNG SLAB F ?R MIN.ARCH ROOF 0-GA 0 _ ' 941.gD AT LOWER ROOF 1/2"1 FT.SLOPE '� ' •q- ' 01• A (ELEV.132.00 FLOOR) TO SCUPPER �' '�" t .I , 1 ROOF ELEV. 1 ";�, :�`' o465° ii - 4 v 6 , i v. , r (--) ; I— r 0 0. ,�• • • V CQ1rY'ER,M...'., PARTIAL. UPPER ROOF PLAN : j .r"' �: ' 118 - 1.0 in r... „AI., -.1.- en 101111/1111MIIP■ ..ar 11.1111111111b. \ - N. - -OM& 111111111116. '1111101111111r_ NI///~/A. 1111111111111111•11111111111111■••- _ ix, it, JJ SCALE WARNING 'SUS D :Y • fcg - -- 0 Y2 1 DESIGNED ' • McKINNEY ARCHITECTURAL SHEET: 1 12,0 -� _ 1111bilk CWT; 'I —A- 07 z » / ,� (PR+DCTIANAC R'S N LICENSE No. 4105 DURHAM FACILITY 1/ - IF THIS BAR DOES DRAWN D.z��S M�� IN ASSOCIATION WITH. le t Serices INFLUENT PUMP STATION ,� . - t T MEASURE Is SC�UEEi�ASSOCIATES-E;[VSR ENTERNAT1t�NAL PHASE 4 EPANSI�N DAVE: 4-8-ac�a5 ' EN DRAWIIriC3 Oat a mm�tmesri: s• clear. ROOF PLAN REV DATE BY DESCRIPTION N SCALE CHECKEI] J. McKINN Y ARCHITECTS ASSOCIA11VE ENO(C4NtPAY QFF�CER S NAMES 10ENSE NC3. LATE,.■N.Aw, PROJECT NO.: 4969 4: ' 41;. 411111111111111111111r PI $::: : a . 0 ., . 3 4-1.---------47-1 a 0 4 0 v:1 10 , PARAPET BEYOND r ;1; 6 F;,,. METAL ROOFING OVER ' : RIGID INSULATION f'_ . F I OVER VAPOR BARRIER E I 100-A-013 9O •A-O'i2 PARAPET BEYOND '� - I I 42 I i•1/ '��*j i �t I ►JSt,s I �f 10 40P P :'.: ',.."' t,u. ` ♦ ROOF LADLE "�'� `# *' jp'vm. • ,#ice.•.—. € r 4,�' �`` SEE sTRt1CTU' • A R r 'r F i:: I i NY SEE STRUC'�' ty t �,♦ f 1� 1' CORRUGATE METAL SIDING OVER `'� is* �'�, FURNG I VAlpfr171 NNII lir i ELEV180. __... '�► 'I► _ 1iii FLUID APPLIE ROOFING ; �� -• TOP CONC. I �� r...-,,.. ..— .4. ••• • :••r 11111 I • �` i • TOP CONC. • nnw�iwJ�..r ■ wsir "�' I I ;. !Hill 6�■■■■ a■ui ., -gig ••. ACCtlSTICAI.METAL DECKING �" I •. 1 111 iipi . 'a ' ACOUSTICAL METAL DECKING i f; ;. I i 11111 !L!!!I1NI iiiilui .; calk.' � RtJOF TRUSS- I I I .; 's■wwi I�!� �� I��` : � �■�■■rll�.. ; ; I SEE s�'RUCTUR L TRANSLUCENT FIBERGLASS .• . . • • •a . •,�+ a.• •. •..•, . a•f ••WINNOW PANELS • . .s •• • • il...r.• :: ' •4 I _ •• '�� •* I VERIFY SIZE AND LOCATION CONCRETE WALL- . I ' I �— OF OPENING W/MECHANICAL �,', SEE STRUCTURAL ' ACOUSTICAL LOUVER M • a ii r• N CONCRETE OVER VENTED CRANE RAIL- I . Vii :I. CI, 111 • . r' • • ••■' 7 SEE STRUCTURAL %/} � , I h I I I METAL DECKING ING I SEE MECHANICAL FOR ' Q • • VERIFY SIZE AND LOCATION ;, ^ DUCT TO LOUVER .. +.., OF OPEN ING V4t1 MECHANICAL ;"; 1 A. ;•OVER » • 4 .+�' STEEL ROOF STRUCTURE- CONCRETE PIER BEYOND ! \ .•• ■ SEE STRUCTURAL I t•• . I I •• '% FACILITY L ACCESS r.- ,� TTY AND i • = FACILITY ACCESS AND . I EQUIPMENT LOADING ;. I ■ SEE STRUCTURAL I .•• I EQUIPMENT LOADING ACOUSTICAL LOUVER ,•\ I . 'I11 ■ 'VFD ROOM "B" x VFD ROOM "A" L• 111 :a• A `• ; SEE MECHANICAL FOR ' I ti.. 112 i 11 DUCT TO LOUVER' . I I I I •- • I I '' ' ''• •I ■ �, 'r� . '4 • CONCRETE BLAB- I , . . ..,_,,, . •• 0 x a .a , SEE STRUCTURAL• I I I 1 1 +GUARDRAIL. l• ' 4: •' • •■• • • SEE STRUCTURAL PRE-CAST CONCRE'T'E ( '— r. . • or # ; ••• I . •! ,`y a • • imillimillirmillImilll MIIIIIIIIIIN 1 • Ill• •/ '.� Lr 111 , M I ■b �... I ipf.. .• f • • a • il... _ _ I 1 . .,, ...:„.• IIIMENIMMINNIIIMMIIIIIMINEN MIME"! ■ I I • .: •• 41H1111111111111111111 Amiammomminimmilmimmilmm. a .. .. . . . . . . .immenum.... ail....womm. moimmaii, . ,•4 • •• • • ,♦� • r •♦ •• • a J • •• • • LEV: 32Q0 ►• • • +s f • • ♦ • 0 1 • a • *• • ♦• • • ♦ S • * # • I • !I • •• t • a:44, • i • • • • i• • • •• •• ••I •'` !• `4:'i I • ••• . � I i • � . edit •rI I • • • y •• • • • •r . � • I. '• •4 ■t eft, I i . .. . • ,4 '•. SS EESTRUCTURAL FOR SLAB OPENINGS • • - • .• � •, • '•t 44• • I • • io •4 ollgl I E ) 1, 10 0.A.0 16 1 0-A-o16 • ••••• I00-A-016 Iti - ------ C)PP.FfAN�} I 100-A-016 BUILDING SECTION 1 A \ OPP.HAND 100-A-0 8 S 100-S-0032 .._ . , REFERENCE `. D ' I STRUCTURAL �' C�,t SECTION, , .•''+f,), ir NOTE: �� `.. ,1 1 v 0 . _REFER TO 71000 GA-tlt?7& 7 FOR ; -.e;• ; WATERPROOFING DETAILS AT FOOTING AND BELOW GRADE WALLS. ''' +•"OF 0 . to er4 1 _ VOW 11111011111 VIMIIIIIIIIIMNIIIIIINNIIMIIMMIIMIIIIIIIIIIMMINIMIIMMIIIIIIIIV IrsoN11111111111111116. — .4111‘. 1111lMIIIIIII. 14111111.11111‘ 11111111111•11111. NNW SCALE WARNING SUB ITT • BY a 'z i DESIGNED J. lcKINNEY S , , .,,,-)11e ARCHITECTURAL SHEET: 0 IL Aiwa A Nil W H M (PROJECT A AGER A. E�. LICENSE Na. ESA E �-+ DURHAM FACILITY iNFL�JENT PUMP STATION DWG: 1{�O�-A-t 8 _ 1/4 "� -Q IF THIS BAR DOES DRAWN D. ZIESEMER IN ASSt,TCIATION WITH Clean at ervice NOT MEASURE 1 !" tqlsit SQUIER ASSOCIATES-ENSR INTERNATIONAL PHASE EXPANSION BUILDING SECTIONS - '� DATE: M8-2005 S Oat co tment u clear• , NOT i OSC ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION CHECKED J. McKINNEY (COMPANY OFFICER'S NAME) LICENSE NOa DATE PROJECT NO 4969 M�• 'Jl% - S' r:::. • . 4 . .. ii:...'. . 1;• ' , PARAPET BEYOND `fit' '0 r' , METAL ROOFING OVER a UNDERL YMENT OVER RIGID INSULATION OVER I I I VAPOR RETARDER NM • li 'SQL-A-t '12 lifil . • a 1 . 4,,,2 • PARAPET BEYOND `�J 8 . E w 3 ..... I.:: ,,,,..„0„.„.„:„..„:„.,..„. i , r. . i i �D 1 F. i s,,: �'r 1 �� +� 1 irk► ifs , +r ,+1♦ +4r . . f si% „.0. ..., ..,,„„, : , %,, **,.''` '' 1 !' fit' Aillihillilli. 11.. i..111111111. • • �,;�' �` • CORRUGATED METAL.SIDING ' ,,►`� �� •:...0.. !. •o.+' '.., OVER FURRING r►� '••.► 4%, .111111111111 1117.11.11 .1a i, A 111. ELEV.160.3 _ ... , _.�,- _... ..�. _ TOP C�NC�. • i p S r FLUID APPLIED ROOFING = „—^— _ ELEV. 60.33 _0 0 a • ; ; TOP CONC. • ACt�us TAL DECt�tNG 4 rt'�' ,i•I CONCRETE WALE. ;'•. 11,I1 • ACOUSTICAL METAL DE�CI�ING s s+ • . rl it V 1�rl I I I L,', • • 1 . I '• 'w• • ' ''• ' I '•• ' ROOF ■BUSSES 'I as • 1 ..+� •at .. .. • • •� S �. • •• i► ••• • +gin S S,I 4*CMU VENEER - r■ • + 44 • •.. I I * C NCRETE:OVER VENTED .a, • CO IVl AL DECKING CONCRETE WALL- �' SEE STRUCTURAL •:; 46,• per/ , '. t • • , •aL I '• ' . STEEL ROOF STRUCTURE- I , ■ •• I 'CRANE RAIL- I I•I ' ► 1 SE STRUCTURAL i, •• ��•.y��...•r A4• K.y }}}111yyy■■■///■■.�•. tt.r��•■■ .;le. :• �i ..�.� I s CMU •WALL- • .• {• STRUCTURAL. CONCRETE PIER BEYOND I . • UCTU '• I .FACILITYACCESSAND . I •� I FACILITY ACCESS AND �'••�+� ■� �ry /�� r a I •• • • , EQUIPMENT LOADING M r, `� rr rr � 1 , ■ r ■♦.�, 1lIWD ROOM B I I VFD ROOM "A" f EQUIPMENT IT LOAC�ihi•�Y. , •f , ' 111 `� • 111 6. i •• 'C12 1• 113 • ; ',�• • I • • �.: f •:• ,� •! •. • y I f .. • • • ,. • I r I CONGA SLAB . ._ r • ■ 0 • .. j4g• W , •, SEE STRUCTURAL Ill • I I . ,., t I I • : M I I I ` PRE-CAST CONCRETE 1 ' '. I GUARDRArc.• BETE PANELS SEE STRUCTURAL I I L I am( `. •4 it ... .• g A I — 1111111111111111.111 1 ai 111 1 11.7-7 -I 11111111111111111111111 t li" id L., 1 I . ,„,-, . •.. I I •.. I : :. I• os LEV tn • • 1 • ■, I • 0. 0 YOP i - • w • .4'4 • ■ ` •. • .f •� •� I •f, •■ •• • .: •r• �� I ► # •• • • •+ •'• � ■OP�7+■r•V• • •111111.11.11111111 . II,, - ..4 Mil . , 1 +tip,•..i • 1� C •+ i MN . ... • • mil. c:! J M . - . 3 igi . . 3 . 4 • . MI 2 •• ..,,..c 1 80-A-01 : 100-A-016 100—A-016 100—A-016 100—A-016 0 OPP.. HAND OPT. HAND BUILDING SECTION I B 1 100—A-009 MI 31 A 100-5-03iii...—..............1 _ ._ Y _Mc .-._... _..M REFERENCE ,,, 1 a•.l•l STRUCTURAL • it9ky SECTION ♦ ';.---i 11,, IL NOTE: l•REFER TO 7/000-GA-007&8/000-GA-007 FOR C ;' WATERPROOFING DETAILS AT FOOTING ' .•.•�■,■' AND BELOW GRADE WALLS. T k.OF 0 - . In - - ►"_ AIIIIMIMIIMMIIIMMMIMIIMIIMIIINMIIIMNNIINIINIIIIIIIIIIIIIW SCALE WARNING •5USMITTE• BY Now ■r ww Ai \ .. _ '�...�m. , """""ter _. 0 12 1 DESIGNED J. MckINNEY ARCHITECTURAI. SHEET: [2.L( O ki _..—...• ��4* ��- � '� -OJECT NA �r A LICENSE NO• kA l=` ' DURHAM FACILITY _ . _ : IF THIS EAR DOES D.ZIESEMER IN ASSOCIATION WITI•I. DWG: 1 OO-A OO9 - t� BAFt D �« DRAWN C1eanWai r Services PHASE 4 EXPANSION INFLUENT PUMP SECTIONS - N ' — --- EN DRAWING IS I� AA i II SQUIER ASSOCIATES-ENSR INTERNATIONAL Our com aitmcnt is clear. BUI LDI N SECTIONS - 2 DATE: 4-8-2005 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J. IVIc iNNEY _'� `, ARCHITECTS ASSOCIATIVE INC OMPANY • FI NAME) L ESE NO. DATE PROJECT NO.: 4969 . •omoo., m isoso 11100440. • I :;p: . • . p!. 77l� . , .t. t" i 4 6 R,'• .. }}' 1 i 1 1 I 1 id „.:. k . ,,, • I I 1 I I I .:.... . t 1 i I i 1 i ' - . .•t I i I i t • el 100-A-013 100—A-012 1; 1 1 1 • 1 1 i i 1 1 ... i . .: REMOVABLE ROOF HATCH BEYOND-- L' '• m I I I I I 1 . REMOVABLE ROOF HATCH BEYOND- I I I I - • '4M CMU VENEER I ' .r------ —r • • ---+r - --- -- — --- '----•••w.-•♦ ..rte^-r.--w- • • -.-- 'q1, I il:.. 1 I LADDER ..,..»� .- 1 1■ •1�1•■■-iWY-r• • • ELEV 984 S3 �.-w , _ ; "� _ ' .0 IIIIIIIIIIN___._._... ;;.•� _ _ E_ .784.33 _ �i CORRUGATED METAL SIDING OVER FURRING OVER TOP CONC • 60Ne. . . ■ • `r CMU WALL r-r- r; `�• 'COP CMU ---- - — - —- - —- — .�, a I .� TO GMUtr ly • CMU VENEER RIEEMWERIORDIPMEUMEERMEWPAREMAINEK� •.•.� •�s♦' i� + '+ ••• • I : • .rte . , . FLUID lr'' f - ''� FLUID APPLIED ROOFING OVER I 4.. • • • . ,- •a P CONCRETE- + .• .; �••+ . • r�• SEE STRUCTURAL •+' • l . f• . • • 3 a r . 1 ::...::: ..8 1 0 i r $ - CONCRETE WALL- • ' • . • '• STAIR#1 /e_ 1 ` !� ` SEES,1\UC T ORAL H a • +••STEEL BEAM TYPICAL r I � '1 • ' 118 _ I... ••l CONCRETE SLAB- ..•• 1 • CONCRETE WALL .: N •• • SEE STRUCTURAL ••• •' •'• I" • _ ELEV '15'1.87 _ _ • • `� # •TOP.CONC. • 4"CMU VENEER. . • I • ••' >I ,; ,I Nr�ierioi eito •�u■lr.4-� min b•-=-.4 i�►�.1miiiir -s •tilt► emir'• EL 7'a. 0.5 _• t■ .• • I II • ,• ■ •• • •�♦+ y• i • • . • •• S ••■ •i • �•Ir i 4'� • ♦ • _ ' • �7 • r • a • • • • ••*` • •••• a • I • • •• ♦ • +* , +S ,• •. •+ • . •• ; • • : a • ••• y . r • . �•• • ..•• �• ... • •41.41 •a�• • : `' •' •• TOTS LAB•r ( • • • • ••• + • r• + �j• •• +• t •A• • FIN.GRADE • Ai •• II O !r• . 4• • •' • . • •# ••' • • ' •. • ,.• • a ff • • • • - .. ; a ;.a. , ,. , •. PLATFORM 9 _ DELETE EVERY OTHER CMU .. +4.• ••.. •. . • • f BLOCK FOR DRAINAGE»SEE .: •. +' ` • t I + •• . ■ I OOO-GA••011 , . 000-GA-011 I ,� % 1 ELEV♦ir1/V , • r• e A, Y1 • TOP MTh.DECK.. •:' . ••• . - • COURTYARD•• ` _' z •• + • .r. • • •�• '� �' WALL OPENING . • 4,• •• •a.r • IIIIIIIIMIIIII L e ••� T �■ • •••' • • • ■ • + VALVE CONTROL .4. ELECTRICAL ROOM s........:::• s • I• . ,.�a • r {{�� -wyyr��ay{r n• + • • ELEV.1 ARM.00 k I •• '7,0. DRAINAGE PROTECTION BOARD ••• • •• I• I COI cow. I , +,: •� OVER FLUID APPLIED :;: • + I ••• ;•�••;!+ WATERPROOFING , � • •' SEE STRUCTURAL. I'RE•CAST CONCRETE PANEL, • •• e • ■ •r • .• • ••• hi ELEV.'132.Q0 •.(1) • E •132.00 Ao • TOP SLAB ! A rti ' +,� " • •• +1 .. • a• y • •M . + a • . ►. ..•• • •+,• ' • • • r 'i •# ' .�'••�'t • • • • • • 4� ' • ..• ,• • +� • ►•• i a • " I 3• • • •• •+ ��• f. •,� • •• • •• t• i —'•� • •• • , '�•• • •• • •• a�,� •+`• I •■ •�� r • !NI Vi YlY�a • +•• •J•• �* a• ■ •a+• I+•• • • •••� •1 • • •• 'a •• • •• • +�• • •S• r a 4.:• jr N 4�• A e • • •• • ■•s. A• • j •3 : .• :4 ' ...lit* , ,i T ••a ••r •t• 40 ) • •+ ,� - 7 6 ~— • . ...—.r,..,.r ' 5 g 100-A-017 100-A-017 100-A-017 i._i ,��.AI-� I BUILDING SECTION C 100-A-010 •.r a F a 100-S-036 3 . . 0.........1 REFERENCE I:' - .. . - . . - - 1, •D ARC, STRUCTURAL ' .� SECTION • - .�,• . ".3 L 3 NOTE r•' ai �..., K I, McK1KNt REFER TO 7/000-GA-007& FOR 'i WATERPROOFING DETAILS AT FOOTING VA AMR.v> AND BELOW GRADE WALLS. 1 e`er►►"' _ t • -f-.• OF tOIC- !- srl - w 101.1111W r r 1101114411111. ur IIII∎ M1r, 11111111.1011W .r�r■�11 1w.. 111111111‘. �. .► - ,_o ■ SCALE WARNING SUBMITTED BY - . . J. McKINNEY ARCHITECTURAL I ,.r -- " 1/2 1 DESIGNED SHEET: O'US ( ) ) M W N N {PROJE MANAGERS A ) LICENSE N . DATE C�1l�fG:1I NOT haMSURE t DRAWN o•z ESEMER IN ASSOCIATIMI WtTFI• C PHASE 4 EXPANSION INFLUENT PUMP STATION ,�,,,,Jj� S{ UIERASSOCIATES-ENSR INTERNATIONAL Oar commitment it dear. BUILDING SECTIONS 3 DATE: 4-6-2005 I THEN NOT TO DRAWING CALE J. McKIl�I�EYt ' ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION CHECKEi]. (COMPANY OFFICERS NAME) CENSE N DATE PROJECT NO.: 4969 A . _ /-A`- . \ IT, 1151.. 1111101441111. 111111111111444.1111A ANIMA AIIIIMMIMMIr. . lie• t V.-, , It V/t'i V1• 1r 4o* I"ml"III"1ImlIIllmll1l"""lIIl..IIM.."ll.lIlllMl"ia1Il.IIlIIlIllllllIIlI.11llIIlliiIIIlllllIIl"MII1II.l".IllIIlIlll."l1I.IlllIlI1llmlu"I.."I"II.11II"mlll.11r , 0 a 6 4 0 CO F:: a EXTEND CMU VENEER AROUND END OF WALL- ►`. • GRID®&BOTH GRID' & ® vs REMOVABLE TRANSLUCENT I SKYLIGHT UNIT i I I a• CMU VENEER CONTROL JOINT CMU VENEER CONTROL JOINT I 11111 It Ifill 100-A-012 .A b 7 QQ-A-Q'�3 , . �,� I in .AIIIIIIIHIIIIakb.. • r T Titrr 5. }4•V i . ::::- 3 . «... .t.. .:.._ _ i ^`7C �.-,e-, Y. .T >'[:M v.M r hl . v Aiminiummo; l;Isp " PRE-CAST • CORNICE • "1. p 5..1Vn �._• l. .7• ,. •y....,.},. :5. 5•,•',,. ....�._•5.aaf ti5 �.' _:..a 'f a • 4. ...t' NMV • n.5.,....ry ELEN.;'484. x"!4 T— W• ! - • ■ 11111111111111111 _ _ • + J .... .� ..• �. TOP CONC. 4 PP • i STAIR#4-----\ e i•ii• • • U .. . • ..... „r,i.. .,,•..r w...••... uw••^f^'. 1•`�•.�•,.n,:....n.....+w.........................�..••'[ r.C'r,. ♦...... •.....^T. A1.-.7.. • • � ...,n.:,,..may•. .....r.rr.-....•...:' r..'i'J'....•...:::.. .: "i'i'} ... . ... '\ t n 5 .r.•tr At{ /. th ELEV•'Jg3 ? �""" ! + } 4 ,:}.:..:. f:,',•.: , . a ..::..... ELEV. 163wST saw •- .r Ir.W�t�t�r ■ . /. y •■ ''�+► •OI�'•/.'1� 70P CMU I - • • ��.wrK�r.rsr...ticrr.. �rn a tea,w�rrli••wrr a�a� • s 4 r • r w + • ... ..".;`�Y..'.' ..-.r..,,,. .� , „n.,«.,f..�„r..H......_.,.....Y•.�.,-r-'ror„t.,;�•. .............r-„-.„,,rr.,.-r•�...,,,r...,•:..,.,...T.. ...r::.« .....-+•yy-..... .�•...,.rY..^^�:�:'. n ..'..n,rs • ,,5 '...... 7"C. .. ,...,.... .........� ..,¢„x..,..... ,....,.rS y.-r. .,r w-' ..v� a-c r .'c ..r.n,:�.,,..wn.:::. .:.............. ,..,. ........5:.....:i�........,,....,..v.:.w I::_a:_...w.v..r��:.«.w......,.r,:.,. ,_...:.,,... _...__.4_::5_�L.:-....,.7...•.,-.....a. : }.;'�":':..... '[OD- A- 2 :•■ CDI.lRTY •• • ........_..................” 1'41\ I 1 3b 1 /0'. .........._............. 8 . i . gr. 1..11Urit.1/1/111 .xiammiagginvamba.MOMBIOnliaminz 1 .,iilidoriumir Ilil IMENNowi mii-orwriss ...r,uliuoillIl 1'4:4".. I r i II MI 119 FLASHING$COUNTER FLASHING �1 1,_ ,.I, •' + • • 100-A-005 100-GA-006 .• • FLUID APPLIED ROOFING OVER .,I •641. ,' . . • R�F�7ilZRE� ! • � • •' I ,e� r HVAC ROOM FLASHING COUNTER FLASHING • ■ • SEE STRUCTURAi. ELEV 155.5t? , •4. r '� 1 }Q-GA-0QO•• 1.18 ROOF BEYOND_ _ •i' j '!•• iv Eirmil •' ... FLUID APPLIED ROOFING OVER • CONCRETE WALL f • a•` '� ESE STRUCTURAL. r •I I CONCRETE SLAB- a, � • ■! + z .. '>::• SEE STRUCTURAL 'li I I I I I +• ACOUSTICAL METAL LOUVER • ., . , ' ` ,� ELEV•180■'50 STEEL r S STRUCTURE- w � �p a�j+y • • •• • • ■. • • a• • . • • a r 1 1.■ • SEESTRUCTURAL + •'•r f•+ 4 • w • .•• .•• .,a ., d • 4♦ •" • `.•• ......t• • • •1. •• • ♦ •a 4 .• ..... •• • •J ••, .ti . +1 ;'.•:.. ,''.� ,•,•" •;, - •�::. .,, • •* ; ' •; CONCRETE WALL `.. � FINISHED GRADE . • '• . • * SEE STRUCTURAL. �; • +A ••t 4"CMU VENEER CORRUGATED METAL SIDING `�• .i • ■_ tLATFORM .{ ,• •••,• ••.�sA �` ETAL 5 D G , • ,. �'•• - OVER FURRING • it r ,,. ,.. • • I1-"MINI 11 • ■ .� •• • -e - •. •' ; I ••. �••• I ELEV.144+04• • NV I . • . • 1 .• TOO PLATFORM....., •., • • . . • „a... j I .• .. . . • • ■.• , DRAINAGE I •, , •• • •• •' t ♦+ • PROTECTION BOARD . + • •I I 4• ,•• � . I ••••1••a• +# + •♦.. ELECTRICAL ROOM . • •; VALVE CONTROL � . V?ABVER ACTERPELRtEVJOOD AP .F1N3'2G LL.0 0 EC \ I V. I •.••••• PRE-CAST CONCRETE PANEL •• • • sr ••'• • `wj `tea= SLAB r* •F1.. „fir � •~• CONC�SLAB- ,# •r•f�a • • + CONCRETE SLAB- • +• I J •.• SEE STRUCTURAL • ••• •.� SEE STRUCTURAL • •�` •t' — ELEV.f=� . w•r.ar _— . • •.` •�. • • •. • • • • • • • Y • • • • • . • • Y• •• • • `.• '' . .ails •r' ELEV.'I 32.00 (1) A , d. . • •, •a • • • • • • • t.� ■ I. • • r • • • • • • _ i * • • • a I. .• • • `■ • a Y ia..wY►r _r•..r-' ♦ ` • • .,a • •• • • •• ••• • 4 r4 •• • • • • .. •.; • . •. • 4 .4 i a' 1 4• $ fg • '7•► . • • • • ' 4 4i • 4.• • • ••• TOP SLAB .• �• y . i ♦ „• •, a •i r •+• 4 i '401., ♦. •r .s +: t . +.441 3 FINISHED 4RADE { ••"1� ■ ••cz *:i. • s�• ••� �+• ' • •': •, .:.'+■ • 4+ .. .. • • •i� r• ' • rr •i+ ••, .• �r .•• , • ,4 ..• * . •+•• 4 PROTECTION BOARD i •.f , 'S • •- . •. �.tL • + +. .• • OVER FLUID APPLIED Lii •a•' „.•4 . • ••�'fir + �•• rr j � • a • •• • . '�• WATER-PROOFING� • •• •`:�• % +` ••4•'t• f (TYPICAL) 3 ' • 3 . --______ • . ...._.......- 8 . . 6 IE. r aa.A-Q 1,00-A-017 OPP. HAND OPP. HAND OPP. HAND BUILDING SECTION 1 D 3 1 0-A-011 3 Fi ' --- -- --- . . - . 100-S-036 i. D mc, �rrr� �� .r•• f� REFERENCE '` �, as STRUCTURAL; A i; C 1 4 SECTION ' I N #'i- - REFER TO 71000-GA-007 8t 1100-GA 007 FOR r. - WATERPROOFING DETAILS AT FOOTING - .d•,•y,' AND BELOW GRADE WALLS. a Ow" Lo 5 — SCALE WARNING ..� Su: • BY -�-- D 1 DESIGNED J. McKINNEY I i SHEET: O 11749 .. � lit 11111 i J `' ARCHITECTURAL �` 114"= 1t-o* IF THLS BAR DOES D. �ESEMF•aR ' ` Ill E A • R S Abp. ) LICENSE NO. IN ASSOCIATION - C1eanWatServices~ DURHAM FACILITY L WG: Q -A-t�' N WI INFLUENT PUMP` STATION— ORAINN PHASE EXPANSION N _ 4-6-2005 THEN DRAWING IS it. A _ 1 i t6PIIIPt----.4.# SQUIER ASSOCIATES ENSR INTERNATIONAL Our commitment is clear. BUILDING t7ATE. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED. ..McKINNEY COMPANY 0 I E`�S NAME) LICENSE . T E ARCHITECTS ASSOCIATIVE INC yoommilh .► ,M.+w�1. .mMq, .+AMINIIw.RU.IEGT NO.: ' .(.. rillilial".1111111.111111M.1.111111111117711111111111118.1111111711111111111111.11111111.11.1117: . . • ft D B A A D IN Y •■ 100-A-009 100-A-008 100-A-011 1 I 00.-A-010 I METAL ROOFING OVER a' UNDERLAYMENT OVER I I I RIGID INSULATION OVER I I t . VAPOR RETARDER OVER + '"'"' — " " ■`` . al. • . -- METAL DECKING ' 2 . • . ( ) . : . ( . E III 11=II i . ...,-,111111 3 . :-0 '' 1 ,. 1.4'4'I- _ • REMOVABLE TRANSLUCENT :h'. :• • I \ FIBERGLASSSK'ftIGHT \\44111111111. . (# r ' . . • • .; i ,;:.:".... 1,1, 1 .i . 4 tr '; PRE-CAST +°RNICE t r 4.. •+: 4"CMU'VEN R • •� • ..r d'r>1 _ ' ELEV. 184.33•• • • ,t;•r TOP CONC. • • PFD-SST C �3'�iCRETE LINTEL il � - _III i ,, � ELEV.'��3�B7 TUP CN1U I p'i an • t ROOF TRUSSES .11.11111111111- SEE STRUCTURAL■ • ' FLUID APPLIED ROOFING OVER ,• . CONCRETE- ;;. • s CONCRETE WAL1.- SEE STRUCTURAI 1 I ;411.14 I .SEE STRUCTURAL • ; . , • • STEEL STRUCTURE- • " • i • Qj�� I . SEE STRUCTURAL �■� ,r, .:: . 1 I TRANSLUCENT SANDWICH PANELS 11/A ROM .s ' CRANE RAIL BEYOND • •' ---- ' CONCRETE WALL- 118 • •„ f : + CN1U VENEER ,.r.r .■r r• • SEE STRU7. 7 '• •' • -. 1 ; 'x•41 ' • / . I. — -- - �� • ♦• 4,;,....„1. • '• •• S• • • ••• • • •♦ • • • , l • • + • • 4 • ••. TOP SLAB • i • •• ' FINISHED GCE - •+' • PROTECTION , 4• ', . �' • • DRAINAGE BOARD •+•• • OVER FLUID APPLIED + :• *6, .ad WATERPROOFING II{ ,, ■ ■ I I I F ! a ! I ACI�.ITY ACCESS AND , a• . EQUIPMENT LOADING f. ELECTRICAL ROOM 'I',J• 111 GUARDRAILS (TYP.)- I SEE STRUCTURAL -. ., 1�� I :• . . .. Ill • • it I I All JP.• • • • i •; � ° . illIllIllMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111 Bill _ II I ',• ••• CONCRETE • SEE STRUCTURAL • • • I A�' .: ELEV. 132.00.t._• • • .....r. f ♦ ., . •• r . , •~ + • •' •. t I ♦T. ' • :4": .: ... .%; • j�i • • • . r .• • • r •.• • • ♦ , • 44.'4 ' +• , • • .. f♦ . f • 'A•• TOP SLAB•• #i•• + ♦ • I• • • j•♦ •♦ ,a I. .a I • • r ,•■• ( - � • Li • • • • 41,4,•& ,« • •9 I/ - . .„ . is 1 ' dr i ( - •3 . .•.4,, . . . . . i • . 10 100-A-018 t ! C-A-018 100-A-017 E1------ I es C es BUILDING SECTION 1. E 100-A-012 H dcliskit. _. ....,._ ......... ...,.,.. , 100-S•038 RcECA RENCE SUCTURL 0 TtC3N •_`. Lr. . c... i 3 .i — .....\ : ., NOTE: i -, k :;:i-# 0 . .. 1 REFER TO 7/000•GA-O07&81000-GA-007 FOR • • - M ! WATERPROOFING DETAILS AT FOOTING 140)14* • , •(�„�• AND BELOW GRADE WALLS. OV%-, 5 • .__. .. .. . 1A �� - -4 -La , --� VItNING MCKINNEY i O,r•• 0 DESIONEQz �1 M = ��-oR D E LICENSE Na. �A DDWG: 0- 012 'a MI , IF THIS AR ODr AwN ZIESEMER Cle . eces PHN HEM p1NIN IS SAL Our commitment clear. BUILDING SECTIONS ` DATE. 4-8-2005 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J. MOKINNEY ARCHITECTS ASSOCIATIVE INC �.• ( OMPA Y >�� 'S NAME) IC S O. DATE - PROJECT NO.: 4969 - .. . 161111 •0 , ./ ' - P. • 44 IN^ friNsw 0 0 .s, D 0 B A I B I A ,. • D MI Fir . 100-A-009 100-A-008 100-A-011 100-A-010 1 t i 4 I I • I 4 I 1 I a I I ; E 1 i 1 , I I 1 i . . . . . 1 \ S 1 ( -i II = I 1 -r- .:. ARCHED ROOF BEYOND 1 ' . a ROOF LADDER"A"BEYOND . , k ' . . n ._........... - e cgo:Lc:::NET E:NcRETE .„,„........._...... . .1 I.- I . , i I ,- 111 (. 11 .. , A . IIIIIIIIIIIII 1 ,, . eimme...mmommili ... •• • . . .,..." ., memaniumnimmosnirdrusimeammmummgivinewimitommes ELEV.184.33 A ii, M ETAL ROOING BEY ND- 1 .......... mimo._.... ... ..• .• • . . .• -•Eimpipmemimmorwriimmumplimimmincimpreinumningsffimmemit\H-4-----tiiirdcrio... NIP yliiill Milli inn MN a ELEV.163.67 (11) TOP CMU I 0 ' Illn■-MNI/11111., "'Milli! 114 IITI i Minaii•••••11W-AMOM i MN C ripiii i " '1111111■111111616.:111411161b.‘' .'''' 111111111‘' ,, .1111 a iliVEliki"MUM MIIIIIIII f;.-1111111111111111111111111111111111111111111111.1111111111111M) '41= '."""...• '""""YCT.3 'TA'Cr...".". • ' LUMINAIRE- . p:'''--s,, -Nommi....--44"0-- • MIIIMIIIIIMM 111111 !III I, ji, . I 11011111 .4 ' Jill -it° 61 1 :....:11:11:..::: , •..., ..,:., , .. , , , s , " I . i , I I • I . "'AI -i 1 I N I I ii 11111111111111111111111111 .1L171111 - 111111111111111111 = ''''''■,,'-_,,„'W, 1111111111111111111111111111111111•1111111111.111111111111 :•", '"\41111111111k.„ ,"IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIMIIIIIIIII, (•; 11111111111111111111111111111111111111111111111111111 ••••••••=1 11111: • =IIIIUIItllhll:llillilli . 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'44 MIIIIIIIP, #* .4 -"411111111111111111 1 If i 1 • -LOPE 4•' I I I FLUID APPLIED ROOFING OVER 113....E ...151.00. _. •41111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111116111 11111111111111111111111111,41/ ", 'IIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIII 111111111111111111111111 M....i.§.0.1)- , .. •... CONCRETE OVER METAL DECKING- T P SLAB .: • ••,. .• 4 .. • •. I I I ;19 1 °* • • 0; .. •%.lq. " lingliMEEINIMMISMICIRIBAMESSIDIRE : •■•.*.11 I ;..44,.. • . LrillitliPl .. SEE STRUCTURAL V • ., .- N I 9 I . •,,, CMU WALL • •* 1 r i . • .. ".• . . : fp . NI , . •a i • 100-S-051 I , • . • . . .. !N! , 1....................1 . • , 7. . ,. '1:a •, • I t STEEL STRUCTURE- - SEE STRUCTURAL ' ...._ . . , 4 STAIR#4 • i '1:- • CORRUGATED METAL I . . a • IN'I . 4. .. \i SRENEtScHiviEDE.GRADE- a t e 411.. SIDING BEYOND • , I III ,, .. . 1 , CONCRETE SIDEWALK- V •V I •:, , I I SEE CIVIL .t.:4,. . . • . • . •a I211 . _ v ii"MU WALL- I *7. -. • iv... . • ., I I !I i , . - 4•i SEE STRUCTURAL • 4 :4 FLUID APPLIED ROOFING OVEd ' . . ..• le : , . •% CONCRETE SLAB 44:.46... . . ....: . I • N. i iil ..,V VV . I I . .. III i i' • # I A 4 I ..4.:. •. .. . 0./• TRENCH DRiatIN.- - •. - DRAINAGE/PROTECTION BOAlk:. A . SEE CML : OVER FLUID APPUED •4'• I I •-• ,a WATERPROOFING *4 ••41 , aqt II•. SHEATHING WI METAL 1 .4 PANB.WALL SYSTEM I '•- 1 FAclury ACCESS AND r"---- * .r* •• , OVER 3 1/2"METAL STUDS .... 4 EQUIPMENT LOADING .44'4. VFD ROOM "A" I ELECTRICAL ROOM. • .: : . •• 81 PRE-CAST CONC. I ." ti I n Ail 1 112 1 114 1 :4 , • • . c.....,:. 1 PANEL .: .::: 4".„ ... •*. I i• CONCRETE SLAB- SEE STRUCTURAL I ( •. •.... . it ;.:4 .;:• ill. ■ I , • a 1 Er. i32.0041). • a . - .... ,,..: .... .. .. . . : .. • .. : A. 4,1 ..• : •••4 . •••.. . 4 . . .. •. , . ...,.. • II ..,.. .4 ■IP2 4 1 4fi • 70' 4. 4• I%• ..*•.... ••41 ' . r. * '' Si.* *14 I• ' os * 4. .I'11 1 0 ' : 4* ' 4. 1 :A t, 4•• .V ••"a 44, s - '4 ••14: •. 00 1 1 .:.. . s .1. 4 :4'11"*. II 1*4 * :4%1' 1 7 . *••• ler: :It : 'Ill 11` . • •• 4 4: ** .• *. :. • ' ; .0. . . 0X 'A ' le."' .4. 0 •IP7t.f.. •.: :)4 : ii.:4.* :A ?. .....4% .41. • 4 %iv.' . . . 4 . • `. .. • •4 • • li '• 1 4 t ••• • • . •.* AI° .41 •11, . • • .. • .• .. .. . a ..• ' Of. .4 • . . •• • 10 ••41 ••••44: 4: U.•• 4 .•• .4• . . .. ii . 4. - a. .. • ••• • . .••IP. 1 ae., . •-• I ". •41.• . •AL. . i 6 .1 14•• "16 •.:. • ' . . ..• •• „ a . .4,4. *4 •I.6 .• •• 4 • . . . • ` qt. . • • • 1 lisi 4I. i. . i . II'iv . • i • * • • • 4 . • •• 4 ' % . •„ . 4 .11•• gr . , • • : , a..• e • : • •• ..." 411. 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LICENSE NO. i DTI ( ( ) ) DURHAM FACILITY INFLUENT PUMP STATION IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION _ _ a NOT 1$161EfteURE 1“ BUILDING SECTIONS - 6 DATE: 4-11-2005 --) THEN WING IS NITTA • I 11 16,1(SPE i IV SQUIER ASSOCIATES-ENSR INTERNATIONAL our commitment is cleat. 1 REV j DATE BY DESCRIPTION NOT 0 SCALE J.McKINNEY CHECKED_(COMPAN 0 IC - S NAME) ICE SE NO. DATE ARCHITECTS ASSOCIATIVE INC 174u:12.11:I. ..-°A141-C:i 111=11041111111111111■116111•111•11111111111411■11111111111116144 , 111111•1111111111111■11.11111411111111111111. 1111111111111111.11414 NOW 1111•11401114 141114011110.4441111111/ PROJECT Nil... ...4969 ~try �i ;i},a / PRE-CAST CONC. ,: CORNICE-MANUF. 10 IN(3)EQ.SECTIONS r 44 s�: METAL FLASHING 0 GRID LINE eSIp .ryry c 4:, 3 E o ao0-G�1-ao ,I ♦t #.0„,0 i,it i,, ( Ili 111010111== _ . ' ' •■•■• . Si ' Iell' ll' ll' ll'aa-I PIP § 1* pit I i . • 1 .++ • it I I 4 I . g r' METAL ROOFING OVER I.I. ■ UNDERPAYMENT OVER '' •• RIGID INSULATION OVER • VAPOR RETARDER 10 . . . ROOF TRUSSES-SEE STRUCTURAL PARTIAL SECTION 1 'O-GA-+ '6 100-A-014 0 4 4 0 • 0 0 I I I I I . ARCHED METAL ROOFING- , ROOF OVERFLOW ROOF DRAIN DRAIN BEYOND T.S.ROOF STRUCTURE I I I I 1 /•'- • • ♦ ♦ wa• • • • • •r. �-- . • • ••• • • • • • r••.,r..• • . 1 1 • i ■ i • _") . ' . . - - I I I � I : ./11°°Itiligiglirgirrilliiiiiiiiielliiiiiii4\44. ( ' - ' ' ' 's I I R , , __ .,1 ... ■ -I LEV•cl I'[04.54 ■ d, ■ • 7_2 w : /1 G i-t..__'•C.•ay�iJ+.itV - t•.fT.I.f.-wI M r JW1i1'�/ n; ' 1 + 1 I ,1�� ELEV. 100 _� n••� + .l .a ' ►4. •t •M ''� /t r . 11111M9111111V "* • I AN I 2 Joi *. I • :43) .' ++ ',a_ f. K. - r�. 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SECTION STRUCTURAL 'i 00-A-014 100-S•-202 SECTION - 100-A-014 100-A-014 OW i i 1 1 i i ` 'M IIIIIIIIIIIIIIIMIII SCALE WARNING :". rti 1/2 J. iti�IcKII�INIE"Y ARCHITECTURAL O' MI 14 i 0 �'� 1 DESIGNED b .� eti �� N ; �,. M I?Li L: 4 :Na ATE F a :°IF . IIClean ater Services PEXN A moms TIONAL J. McKINNEY ARCHITECTS ASSOCIATIVE INC REV GATE BY DESCRIPTION CHICKENS COMPANY rI ER'S E EC T 4969 '4:;•:.• 'el.... - I r'. i .f:' Vi - k. WALL HUNG HAND SINK . TOILET RECYCLE STORAGE V.•.:' RAIN LEADER{TYP.} 117 1 at— . . 121 „:. „ 9..,.A. , 5'70'CLR. ; WM '- -nazi SEAT COVER %' . i . � DISPENSER BY OWNER '.. �. k:.'.:- - 0 , . • .• •••.. 4 • ,, PlininEllne 1 116A IIIIIMINMWRIKERMIN51111111 iirrr��,rirs�rrrf 1111! /er�rm�i i rsr. { ► • a'. a. GYPSUM BOARD(PAINT)' RAIN GI . • f, AA r LEADERS t i :I" 4E10 • CERAMIC TILE WAINSCOT III i , ...., tink 1' 1, ler, _ , ...A.,GRAB BAR BY OWNER' IIL - I I , . r: 3 IIII!III 'ti.. S{CAL]►A M NITC3t ROOM,i ce :CEI`ilsIM1C'171.E BASH �� c itc., .. . . ,` • a � i m �� 11 -A-014 ! (/'� - ,.-. :.�� OUTSIDE AIR INTAKE TO ROOF SEEMECHANICAL • ,.:I ii Elk 4111111.sicaufzmaivarama 0 . , / 18" / / I , EXHAUST DUCT IN FLOOR•-IIIIIIr SEE MECHANICAL. 42" , / 54. S I t I SOUND WALL- OFFSET 40 METAL STUDS Will-I 1'AIR SPACE .. A TOILET 117 ZN, TOILET 117 2 S"IMFLN.E{2ORA)O CFAo BT ES BR OT JUM TC AOOTIMROO OFURNF DDES C CING I in.=la-01 1 1/2"=1'.O" i 1 0 0 ENLARGED FLOOR PLAN] 1. 1/4"13 1'-a• 100-A-015 , • . ..,..• .. ,r..,. • . , , , A • j . , ' .r • . SCADA MONITOR ROOM TOILET RECYCLE STORAGE' ' • . 1 ,r'' '*. 11 f�x al ,, ... , • 1'17 12� GYPSUM BOARD (PAINT) ctsyp) . Paili CABIN'ET BY OE �— �'4 ' - )', i•ti, • 3 • • * •r, • • r w 4.N%'' ii .--- H , RAIxN /I ., PAPER TOWEL DISPENSER �,�? 0,,:::, ; . • r ...�,. fir• •• w ;II/ r 1 .............1,,, ' \ I B1 VITI'E . • � � i+�i*.:114,0:.;.".� •i• �•*} L i E EmIrle SOAP DISPENSER 100-A-014 . �� "�..'� t't� ' �'" ' • ,�' '• ' _ ��,�'" r ""'��"1' _J-- , !! !f , f/./ f! J // f Ai A +i •rt:44,....,▪ •;.,L11 •♦ti• f� . / ,J/ // / !/ , !' • i. I r • BY OWNER .- 1011 '' j f •. . ;w�.•,1......._i ti.' i�r ��/ A-1k J` ,,/ ! Jr // f ./J // % \t\ f- � J/ er ra ' !! WALL HUNG HAND SINK / r !. / �./ .� 3 (ADA STANDARDS)_... - h, `M : /� N.1 / / RUBBER //\ \ / g g , BASE s , -' r 1; u ! t/ , , , 4 / .„± 1) V ://,' I HAF\ / ' a ; . 1..1...L. i , ,s ,....... . , , , ,• , - Si% \----lik \ \------Sr"6 10� A �� r\ 4i f E - 'i, i" I ' 1111. 1111111111111111r 1.. / I:., _____mos j 'ti I I SUSPENDED ACOUSTICAL CEILING SYSTEM 2- A SCADA MONITORING ROOM 116 3 112"=9'-0" CO 4 0 , I 3 him,. r PROVIDE BLOCKING FOR OWNER FURNISHED I A c , 3 . TOILET ROOM ACCESSORIES AND CABINET. REFLECTED CEILING PLAN 2 1 4\ Su � m 40 , 114-=1.4r 100-A-015 C - ill . t. « I3VtR,WA. ', I,.4...71.oF tr.)$,.. „ , 0 m i ,^ ,. SCALE WARNING 'M D 0 1�x 1 DESIGNED J. McKINNEY r f ARCHITECTURAL _SHEET: O Z i• z 114*= l'-0° D.?IESEt�IER ANA r ME} L.[CENSE NO. DAT , DURHAM FACiurer INFLUENT PUMP STATION owG: 10o-A-015 '$ NOT IISEBAASRUDOES E�RAWN , IN ASSOCIATION WITH: I i fi + ire PHASE EPANSIN STAFF TOILET AND _- .--�. THEN DRAWING IS Irds .�ii ,1 St VIER ASSOCIATES-ENSR INTERNATIONAL ' Out commitment is cletr. DA`Z'E. 4-8-20051 ; NOT TO SCALE J. MCKINNEY ' • ARCHITECTS ASSOCIATIVE INC SCADA FACILITIES REV DATE BY DESCRIPTION CHECKED-- CO PANY OF CER S NAME} LIC N E LATE PROJECT NO.. 4969 t, tc 6 t.: METAL ROOFING OVER `x UNDERLAYMENT OVER i.',1.: RIGID INSULATION OVER ►. VAPOR RETARDER ;.;• ,ip4i '..,,,,.... - - ----- _ ROOF STRUCTURE- .. . Ell I''t -MANUFACTURED TRUSSES- SEE STRUCTURAL _ ,�:e 4.,.., �DOa GA Q0'1 SEE STRUCTURAL`- -•- r �.,.. y��_: . • .. METAL ROOFING OVER P. �° ; Nstit-40- -.,..,,,,..,.. ME TAL LAYMENT • ELEV` '!B4 67'' II MI co ooa- A-�o . - , •`•'4► ' � ' RIGID INSULATION IJI i► +" a►oa-' A as 'I '1► 11....—.........1 - VAPOR RETARDER OUO-GA-aa3 CONTINUOUS GAR Ear, 960■ g I TYPICAL---"�- _ ELEV. LEVz160.33 41. • . , •• TOP CONC. ' ,• TOP CONC. _ �• • ACOUSTICAL METAL DECKING -----. .- r ; . ACOUSTICAL • • ■ '' , METAL DECKING --•—' ,� __ _ ELEV.160.33 ,•.,n, CORRUGATED METAL SIDING • ,�� ,�• _ •OVER METAL FURRING f` CONCRETE WALL- ; TOP GONG. • SEE STRUCTURAL • to • • .•• +�' CINU VENEER 1N! •. 4f 5B . ` • FLUID APPLIED ROOFING OVER 2*AIR SPACE ` w. % i SEE STRUCTURAL.FOR ,� 000-GA 003 ;,.�. CONCRETE - -.._ • . ,r s . r FRAMING BEYOND • ' I • f " . • ` � ;� . ' � AT.IAMB• ri ELEV.VARIES f ail....— ? — = TOP SLAB ' 0.101100111 y �r ■ ;, :, : . AT JAMB /. . . . l i,, TRANSLUCENT WINDOW PANELS - € @ 5 d jRL 4 METAL WALL G /` 1 FRAMING • +�►' .�. oa�a-GA-003 i CRANE RAIL- ,'f/ METAL PANEL.WALL SYSTEM • SEE STRUCTURAL 1.1‘......11 # r CONCRETE SLAB OVER • `• •• „ VENTED ACOUSTICAL METAL.DECKING- . CONCRETE PIER BEYOND --•� C00-GA-003 SEE STRUCTURAL •'• dam,.„: . • r FLUID APPLIED WATERPROOFING- mom= ` %: :r • • /�` r ' o f SEE STRUCTURAL FOR CMU '• 4• M a TO METAL DECKING . f nu i,,,,,, • , o° 000-GA-003 •;.- 1 92"XB"X16"CMU WALL- • . • �• 4 i- SEE STRUCTURAL FOR • JREINFORCING •' .,..� _ _.._... i.r�.e o , .:".' .l,11111 4 4• , •• • Ps Prli e.... * Z .se F •. • 4 - t. isi li 1 ° ' • 4% ,r --; • 1I 0 g ., �� • e• 4 • 113 I . 1 11,F, g . V . , I ,$ •i ACOUSTICAL / , 5 te e LOWER A 17 N 000-GA-003 lf _ t C�UCT A' SEE MECH. -IN r r AT,`IAMBS r A MI, a / I f .4 . pci . .g 4.1 d /"� 6 000-GA-002 ? ak aqa-GA3 e. �: " , 'j, t ELEV.136.33___0_ 2. , '. • ' w+'► / /, TOP CONC.r ill' . • ' I It a • a` _ ELEV. 136.00 _ 4 : •1 ELEV. 136.00 • t • .'' TOP CONC. 41). I •�„ • ,•!� •, CONCRETE WALL- . ' , , SEE STRUCTURAL '•'�• •'�• ie III, SEE STRUCTURAL FOR •. q - j• f 111: CONCRETE SLAB- 5' ' • • •,■'a SEE STRUCTURAL •. • PRE-EAST CONCH ANSI ..-- CMU TO CONCRETE SLAB `� a 3 i OaOr_� A-,Q�]2 • .� . f SIM. • '. . a •♦ • 4 • 4. tc'LEV. 132.00 • •.4:). • ELEV,132.00 ELEV 932.00 . •• ELEV '132 00.41)..• t• • • • • • TOP SLAB +' , •�!, Tt�P'SLAB d t . r D�. 3 ' a r •44 ♦ • �' • • • • • . • • • • • • • • . • • • . •. • as •� • TOP SLAB • • • • • a • • ••• , TO L .' i c....°(\, `V.": ... -.' •1 4 • 7.. • • ,. Aj'• FINISHED GRADE • ,t •` '�• • • i 4.44., ` • a . • • • • . .• I • 41, GRADE 1 4, y R.WA..1 ,L4s.4,"*" . SECTION 4 REFERENCE REFERENCE E T I C, N nal REFERENCE . . '►sTRUCTURAL SECTION STRUCTURAL ,v • .• • . SECTIOF � 1 I 100-A-016 100-8-043 t N 100-A-016 100-S-043 SECTION • • • • . SECTION •• . •. i �.nm snn� i---- • 100-A-016 'I tl0-S-07 • _ ` 1 as-A-a1 6 OF O V- i 16 /.■ . \ 411■01MONW ..W 111111., NIIIIIIIIIII■NNIW Nall& 1111111111.1. 111111111116, .I.. 11 J 1 1 • 1 i § _ SCALE J. I41r.1{INNEY 1 DESIGNED t sicENSE No fAM T_.- . "= ; ;;F R DOES D.ZIESENtER-0 RD E» DRAWN Cl anW t e ice NINC IS r SQUIER ASSOCIAT ES-ENSR INTERNATIONAL PHASE �• EXPANSION DATE: 4-8-2405 REV DATE BY DESCRIPTION NOT Tt?SCALE CHECKED J. McKINNEY ARCHITECTS ASSOCIATIVE INC one costn�utmcat u cleat. , .----- (COMPANY F� ERs NAME) L.IGENS NO. A E . PROJECT NO.: 4969 • ts • ra■IlmoommommormiworominwrimmuiummemommorrIsmommourommuk. 1111111111111111111111■0111=1111•111111111011111•M1111111111111111111111111111111r 1 t;„ ' 1•4.:',,- Ell , . . ;f,;,::: A saQ•�Cal�l-�a �i PRECAST CONCRETE CORNICE t. - 6 EN t 1,.,:. . ,6,,,....7,1,,,,,.„1440E,.._ ,,,,.•— . • .,._,.,�, �.� r • __,,, a0a-GA-006 ..; FLASHING AND • aa0-+��►-aa� COUNTER FLASHING ....- .. .,1 .33_ .. ► ---. illWIIH-oi.----.......- ELEV.'tEi4.33 - ,•' • • . TOP CalvC. (/�.� •-_......_._ _�....—ELEy.i64.33_... • #i: 13a , c*i 000-GA-005 AILIOWIMMIN1111.1111J t,1, \ • • W r ur- E_LEV.163.6T _ • -. + _ MP CONC. r I��r _... •, a • fr � ELEV.'163.5 70P CONC. TOP GI AU �. , • r -w-•—- _O__a+ / '� ' , f • ', ' TOP CMU• ; FLASHING AND / el /' • , �i► r FLUID APPLIED WA'T'ERPROOFING • / • ;,•• . r� * COUNTER FLASHING , f 4 OVER CONCRETE OVER . . ,.. •f. .... �``� . 1 CORNICE r 1 . .‘...4!'! a. HATCH 5 f . . 1 ACOUSTICAL METAL DECK a 'J/� 'y ! "'' - CONCRETE .. ' // / ��. • • • . f 000-GA-006 • �1 .''/' ' CURB- {•SEE STRUCTURAL ,J , • y y. • ► .•• •. •, '. 'i1�IB� • CONCRETE WALL- •. ,� .i.: i 4 • " •` • �• e• // , ' SEE S f RUCTL - • • . • ' +' i - ' § 11 • • CMU VENEER W! r • .„ ' • 4 . . 21 AIR SPACE -•-. w j • 000-GA-006 . . 4 I f. a� ul :,_ 3 .,,,, . A• • v re!;' * ' • 1111131111111nr e4, . 4 • 4 ' I 74 TRANSLUCENT WINDOW �' / : PANELS �,• • • SIM. / ' - kcIo I 1 ••a • ` CONCRETE * A •• •.y •• ` f • ••• •/f • SETSSTRUCTURAL 1.. : • • qt.• off . .4 p., . " 17 '44 ' . WM . • 4"CMU VENEER �' CMU VENEER W/ A j --.. q. a f' CONTINUOUS WATEi RSTOP- AIR SPACE E- • •** �°+ • , �. g - I - . • , SEE STRUCTURAL t % 10 •• AT JAMBS FLUID APPLIED ROOFING OVER • _ 4 •''/ AM S CONCRETE f 4 • • 7 • . p ./,, OQa-GA-093 . • . • i ;; 4 • j --,... `—""�"' • ti: ■ i • ••. : ' • - , • • 9 •a t • a • r. .4 • • • • I i •: a oao••G�-aa a . . 8 •f ' • • • , c-: , = _ `• ' % OOa-•GA- . • . I./- • 1.--..s ' ' V 1 :i.44 • •,Ii. .1 , SIM. * 10 a•r......r.„. 4 ,, . . • • ♦ ELEV.VARIES ELEV 1 f 0 FtI �• ' ' • TOP SLAB r -A ... _� ,, • ,w•.-..._ TOP SLAB •, } ..•: •• a •. •• • r ,�` TOP SLAB • • . FINISHED GRADE r - G.• ,__ A —, • . i lis ti. �r.• • •. • • • • 0 . 1 \ /.• . .• • • • •• 4 . To • , - ,�• , i • 4 • • CONCRETE CORBEL- d.• a • • • F., ro• li. t SEE STRUCTURAL •• • ..et ' - 5 t?, . , , . . . 4 •r 4 r • ti . • • 4 § Z • 4.• ..• . : .. 4 .; . • . t • y/r/ i • .. + • * • .4 it to • , • • •_, - i 4 • 4. • • �� • ♦ , • • , •• • 44 ••• a • •, •• • • • • • •• ` 4 •' • P lY1 6 .• • • • • • • • • r • • r/ i - : , ' • • • STAIRWELL- •• •'• 4 ' u '' • SEE STRUCTURAL FOR FLUID APPLIED WATERPROOFING- r I. • + •. • �i STAIR DETAILS TYPICAL ---- .• V -r 0 . • i • A • • • 4 i . V' ' • SEE EXTERIOR ELEVATIONS FOR • + • •• CMU VENEER VERTICAL �,• • • . • CONTROL JOINTS- •• �' ii r to • 3 • 4 .. . I . 4 0 • r A • �, • 4 # PROVIDE WEEP HOLES • • ,'• •. • • ii:.•'r •• ; ' • . '• . AS T3EQUIRED - '• .-• +� PRE-CAST CONCRETE PANEL- • • 0 _ ELEV. 9 _4_ • ,• • • • • • �• • SEE STRUCTURAL-- - • • ••: TOP CONC. • `. - DRAINAGE/PROTECTION • t I. o BOARD OVER CO • • ♦ • ( FLUID APPLIED ' 4 .'�• ' • . • 41 4• • .• WATERPROOFING '� —�- • •a• •- CONCRETE SLAB- • • • s • •r • •' • SEE SEE STRUCTURAL •' •••,y. a 4 D0a-GA-aa2 ari5 • • CONTINUOUS WATERSTOP- • ' •` : • : •. '� LIIIIII • t • CONCRETE i-SL - a • • CONCRETE SLAB- BELOW GRADE CORBEL- h: . �` • • SEE STRUCTURAL TYPICAL SEE STRUCTURAL SEE STRUCTURAL ••• SEE STRUCTURAL -•-'-- •�' .• ./. a •, i•• _ _� ELEV. 132.00 ,� T ELEV. 132 00 ,� +r ELEV. '13 .Of.1 ELEV.132. III "• d TOPS • _. ____ - -'-•_•• LAB �•, TOP SLAB • •• ,•• • TOP SLAB TOP SLAB A•c'VS-•D AP '. ' •'� •a ••• . a, ' w •,.\ •• FINISHED s e SIN• • ' 4 REFERENCE REi=EREhtCE ' ' ' $4M \1. YANtO R,�w�. . SECTION 14• SECTION NA SECTS REFERENCE •• '' .. ' STRUCTURAL sTRVCTURAI ON SECTION 5 �" �-.•� ... '�01�-141-a'I 100-S-042 SEC'i'!ON '1 Ida-A-0•�7 100-S-049 SECTION • �y /� /� STRUCTURAL 000-GA-005 ,_ i �1 •Vo-A.017 ��a^ •••/'�V SECTION • r QF.Q ua. . Wi -- _ IIw. M. a SCALE WARNING w ika Viiiiat. C vi J. MCKINNEY r SHEET; 3100 DESIGNED ARCHITECTURAL -- I z 1/2" V-0" IF THIS BAR DOES D.ZIESEMER `ROJECT t ' A ER NA E) LICENSE NO. l �� CIV�►G: '� -l�,•• '�7 T RAWN Se vices LASE 4 SPAN E INFLI ENT PUI I STATION ENS6 INTERNATIONAL S CAN -8-2a05 _ 7AY7 _ Our comlaaitmont s� clear. REV DATE SY DESCRIPTION NOT TO SCALE CHECKED J. McKINNEY COMP• N • ICER S NAME) LICENSE NO. DA,T ARCHITECTS ASSOCIATIVE INC mitea , +� . 1411111111111111=1111=011111111111111•111111M‘ NIIIIIIIIIIIIIMIIIINIIIIIMIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIUIIIMIIIIIIIIIINMIIIMIMIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIMIIMNNIIIIIIIIIIIIIIIIIIIMIIIMMMMIIIMIIIIIIIMIIMIIMIIIW 1111111111111111111111111111111111111111111111111111010. A11111111M111111111.1111111■111111111.111111111 •.4,.5° • t• B ,,,,, .,,,,„... , PRE-CAST CONCRETE A 420 B CORNICE BEYOND -•— 1. PRE-CAST CONCRETE CORNICE :I,, 1�Y FLASHING AND . • COUNTER FLASHING r., _ _Si-EY-161AL_.,r . # t., ,-,,i: I - ,. TOP CONC. METAL ROOFING OVER t UNDERLAYMENT OVER RIGID INSULATION OVER ' ° VAPOR RETARDER \ . _ ................ o. I KM ,M :r {�.�. 1► ..T4 i,.' . E)CTERIOR •• . 000-GA-006 y 000-GA-006 00-GA-006--.) L LIINAIRE• J aa0-GA-006 ' � _ _ EEV.VARE ...-::::-44111 _ — ELEV.V. , . it. • . A_F IE L ,. ,..• , . S _EV , , TOP CONC. _� w te kSfir TO P CONC.• • . .4 r `'! � * * '''' i .. i IMPAIMIll 1111111NOW11111 .__ PIIIIIIIIII! k"?,h,...- ..7§4.,, '...-%.o:*A; ,tt,:i...7*,......N 0 i 0!,,,.74 to 4,..,- :- t.)s,L.\.....7 4 t......%.7.i C MU VENEER i . . •'-.. -.._ "-• iii ( A I .4 , V • r PRE-CAST CONCRETE CORNICE '' • 0 r • • I i0/1111 (/• ' 1„ , i: Chill SCREEN WALL r i - VENTED STEEL ACOUSTICAL, '� -`” • i i . '� Ot—S1 i '�+' :;;;;--- '�r,':` ill PRE•MANUFACTUREt STAIR- �''" .�"' s�` :"` ,�", '"' ... 1S4.' ' ��'' ..-'" r.. i ru '� ,,M f• fdIIIIII ,�. CORRUGATED METAL SIDING ' '' / �`•i:;.. r FLUID APPLIED 8 OVER METAL FURRING. ; WATERPROOFING' TYPICAL CMU T 2 MR VENEER CE • a }t -" - 111111111 ''.'IIIIIIIIIIIMIMIII 1111 096 w=� '" � _ " ,.. .. EL V. 1 54.75 4 1• = . i it ME PRE-CAST CONCRETE PANEL- r .. 0C1a- A�02 • FLUID APPLIED ROOFING SEE STRUCTURAL ••1 , Air,AMBS PRECAST CONCRETE •. - . ' • . AN OVER CONCRETE SLAB { �4 M, T / r LINTEL �. • 000-GA-002 ,r • N'• ,, TRANSLUCENT •SIM. =�+ '"� k:�' '.4'a' u.t Yf. .. Ir ...' ■, .' "�.Itii...' af4.; [7�7�, r/ r • SAM. *' '''! ."' ''' -'" � ■. ''" a.�''' :.: ,r PAVING ,• i SKYLIGHT • °� .."'' i i . •• ON CONCRETE CURL r '`! 3 • SEE CIVIL , t • ' 000y GA-00 2• • . « IIII/III ELEV. 1........„---1........„---.1 METAL FLASHING 44_ELEV.151.20_f .r •• k E�■� »IME :—: T '4! TOP OF SLAB :• ; V5;:?o - - - - Fir61 . q , • STEEL STRUCTURE- . SEE STRUCTURAL ti • • •• •• •• , . 4 •• - • •4 •- •' • •" . • '' • • , 00a-GA-002 . • t . • a * ii. I I 13a • I 9 1 _,./. 8 4 • ■ • . . « •;,'' O0O-GA-005 000•• I ,•. # GA,OO�i 0�0••GA�-�laE3 • , t..,_=• \------ TRENCH DRAIN 000-CA-006. • I__.,,1 . d • . • • CONCRETE WALL r° - ., ., .. . • •. •4. SEE STRUCTURA • I + _ I 4 •• 000-GA-003 . • . • • 4 ATJAMBS ' ELEV.15 .50__EV S d , �r 4 # . . ,4 • . ` ' ` ■•" T iANSLUCENT WINDC3W A - '• ,� PANEL , •• • . '� DRAINAGE/PROTECTION BOARD • !.• r OVER FLUID APPLIED f • ! 4, ' •• WATERPROOFING .lb, I .O. III . I • - . • TRANSLUCENT WINDOW PANEL 12 . • •. 000-GA-003 • ♦ • • , r ELEV.Y r 136•33 4 i • • ' TOP 1/ Nom/•• .4 ■a •• PRE-CAST CONCRETE PANEL- "` `^ _ _ _ ELEV.132.00 _iff co ' ' �'• SEE STRUCTURAL ' 8 • ' TOP CONC.• •• •! :161/44.4. - -••CONCRETE PIER BEYOND CONCRETE SLAB- 4 , .. ' , • SEE STRUCTURAL ,• •• ♦■ CONCRETE SLAB- 2 ,1 a i • 3 +� • . • 3 SEE STRUCTURAL.. - ■ t .. 000-CA-002 3 e r • ig . •,.. .- « ....__ ='I r■. — _ -.,,..�,__ E 32. _ ELEV. 132•l"10 • ELE1h 132.00 °- .. _ . • • • • • ' •. i TOP SLAB t i s' • • •• �r • �.•• TOP SLAB ,. • .»� ,� i - -- .� : . ■ . , ,� « TOP SLAB dr TOP SLAB• : q • .• : * ;44 a* or,1/4.(c50 Mc . 3 _ • • • . • • • I• ` a • • • SEE STRUCTURAL FOR - '. • ` i ■• ••• ' r......1.1, • ...4 ' CONCRETE WALL •it: - 51A144111 * ' * • : *-:' * P i 4 SECTION 12 �. REFERENCE REFERENCE � Yd �, . r STRUCTURAL SECTION I_ii 9 STRUCTURAL • • '• SECTION ioJSECTION_ ..�.t. Cry 100-A-018 100-8-057 SECTION 100-A-018 10O-5-051 SECTION ' , _•� _... / �K- .�► r[] �._�._.._r L. 100-A-018 100-A-018 OF 8 MIN Mill SCALE WARNING S : • al : - r^' D f2 1 DESIGNED ::;: _SNEET: j 8 am 1 iii:;TE s;iii��2" - P U,JEC , AN • E s NA E) LICENSE NO, » • " IN ASSOCIATION WIrI•I: DURHAM FACILi 1( a:T :lea WatSeces PH NF1 DRAWN ._._.. N LUIEOur co.� twcnt u dcirE. NOT DRAWING CLE J. MCKiNNEY ' � ARCHITECTS ASSOCIATIVE INC 4 8-•200 REV DATE BY DESCRIPTION CHECKED (COMP •NY t3 IC R'S NAME) C (VS NO, �►AT PROJECT NO.: O w. . a•r. '' j &6 0 0 RI ll e Q+40-CAA-QQ$ Q . ' ERENT TE4NAL rel ,, • OqQ-GA-0O8 OQQ-GA'.008 QQQ-GA-Q08' -- OOO GA-OO8 1 im �,,. o�Q GA ' J 111 s r Aiiimi , ) a' ift& CORRUGATED METAL SOFFIT .i :CI*641 — R Rt�Olr STRUCTURE» I • Aft, 4 . jJ' s ' ` • ' - SF�V�.1U�TtM�AR"1i. • ■yr� ��,. • e • • iillii 9 000- -008 ! 1 . , - OQQ-GA-OOS . ' s IM. ...... • 4, . liaL \ i •.....„ . . ROOF DRAIN BEYOND , 1 illry . . mi. A ,`• `., = i•1r • �7_1•a• M�.�. .. itlryT _[_'A.�tl�i.. 1 ' i ••6 1 Y. I • • • ■ MIN LEADER - 000-GA-002 ." -• Q CA�QU�4` � ♦,. . �; • 't I . ROOF BEYOND ;�. I \,. j• w FLUID APPLIED� f •CORRUGATED METAL S IL��NG �;, CORRUGATED METAL SIDING WATERPROOFING OVER OVER SHEATHING OVER ;.:: i �.�. E METAL PANELS WALL SYSTEM Os/ER CI�VER ME'T'AL FURRING OVER CONCRETE SLAB OVER METAL FURRING ,. " .. EATI•IING OVER METAL FURRING -�- SHEATHING VENTED ACOUSTICAL '�` METAL DECKING- . ROOF DRAIN `iirni SEE STRUCTURAL . • 11„ L.!'r.' k BEYOND 1 . 000-GA-00S FLUID APPUED t WATERPROOFING OVER AT JAMB RAIN LEADER GONCRL`TE SLAB- • - SEE STRIJFCTURAI.4 CONCRETE SLAB OVER / VENTED AC4USTiCAL =a STEEL STRUCTURE- EL.EV. a .r _....•.. ink 1 4, Q -GA-093 METAL DECKING 1 -—.•• • _ _ _ _. ■..._ _ __, ,_ . • SEE STRUC'TfJRAt. ELEV,IS4.Q{0 TOP SLAB ' "'� TOP SLAB e • No 4. SHEATHING OVER .•4 3112"METAL FRAMING • 'I 0 • • 6 . ' • • ! O0O-GA-0O5 CONCRETE WALL- GA-003 TRANSLUCENT WINDOW PANEL. I .....t SEE STRUCTURAL •-- . I - ; STEEL S7RUCTUURAL. i • AN • `�M• 8"METAL FRAMING''' METAL RC3l'�FING OVER '� • . ' LINDERIAYM ENT OVER '� " METAL WALL PANEL SYSTEM OVER RIGlI?INSULATION OVER Q -C^'r A0.005 EXTERIOR GYPSUM SHEATHING . '� . . • VAPOR RETARDER SiM ►T JAMBS ' $"METAL FRAMING VENTED STEEL ACOUSTICAL ■ METAL DECKING . ,' • ' ,.- . i 43"--. , . TOP CONC. * 4. 1 -. ROOF STRUCTURE-` SEE STRUCTURAL - ••• •• • ` TRANSLUCENTW1NDOVV - '•M PANEL' ; - •t r ' * " ) • , ' S. f' SirVr. 'I2 -- - '`'''''� /►�'� ..� '� 8!8" C•3YP.HD.OVER• • - • � 3 ��: MET • �, , '.;:"�►"� . • A�,STUD FOAMING •1 g• , gEAcousnc*L • EtLITVG TILE ::::€:: �► HVAC•UN SEE MEC4 ,- SPENDED ACOUSTICAL .1 1;s ��- ; {: CEILING TILE/GRID I •: 1j "- . ' ;:. GYPSUM BOARD OVER . ,�► ••a •�•}+ METAL FRAMING 4LEV. 14i.33___. to, �' ' ; '*' TOP FRAMING aa■i� I • ' • •. ;::iI ••-� • EXTERIOR WALL PANEL, • •: Sl8 GYPSUM SHEATHING, : a • ..,.. J ' ,� .. AT JAMB • METAL STUDS O.C., • • ;. 'GYPSUM BOARD .' • ;; -- DRYWALL OVER if :; SHEATHING OVER : s f •• ii METAL FRAMING EN 000.4A4)05 CONCRETE WALL- • ' :; 000-GA-003 SEE STRUCrTURAL j 5r g ••a . t BAT INSULATION(R-13) a METAL V�INDC?W FRAME • QQO-GA-Q02 ';♦ !9 �— PRE-CAST CONCRETE L.,—...1 12 'r' 000-GA-005. , W1'i"INSULATED GLAZING ' �': i ELEV. 138.33 111.1. . o l • • • . WAINSCOT PANEL .___$_S. •S. TOP CONC. i 5'8"GYP,BD,OVER • •�a•. a• �•� ELEV. 3Li 00 2x FURRING WI •• CtNSRE"i"E WALL- • • t.'* CONCRETE WAU.. : , ---- •- = - _ �,_ RIGID INSULATit}N R-11} Ill . • e • SEE STRUCTURAL • 1111 1 :.; TOR CONC. ,• PRE-CAST CONCRETE •••• • ' • • •" • • . m `;, CONCRETE SLAB- ,.�• WAINSCOT PANEL Ix 1 •• CONCRETE SLAB- Ir' 4 SEE STRUCTURAL. : ' d SEE STRUCTURAL. .• • t`: • • CONCRETE SL/'SO WI • r• .•• • • ��'� • ♦ • �+�'+STRUCTURAL•• .♦ • CONCRETE WALL- •• • SEE STRUCTURAL.FOR •• tai • ;'� • . SEE STRUCTURAL �- CONCRETE CORBEL EL,EV. 132.00 _4 •° � GC tY: •• • �r O '• - SUPPORT `• I. FINISHED GRADE oQQ,�''.�A-QQ � , ,4,• Ilit j •r TOP SLAB``�` ELEV. 132.tK! • ' •TOP SLAB mu/ • • • • • • • • • •s • I• •. • • • a • , • �� • • as • • • �wr• 4 ... • * • '/jam • • • s • .14 •. • • . 41. • ♦• f • • • • •• • 4• • • • • + ••• • • .• a '• • . ••. • • • ' '• *. • ' 4 • , ``] SIM. I • ,a • s�• • , - . • • • •• • ::: ♦ .• • , •• • • • • ' • ■ :::1.4, • ' • •' ' • ■ • • ' a • • •• ••�`• `� }•• .� a , - �.^I.. .• a a . •• ♦ FINISHED GRADE .r A •. .+-r'1 • gi• ••4• • ..,,,t.. . • 4 . ♦ j . • ,• • • • . • • • • [/�� [/�t��Jy , •• .• 'i • • ' ` '4- • a • • •a a• • • a *• • * . • •_ •a • • • . • + �[ it t ` • _ • ♦��nl • ♦ .�.., -w. r • , • •• • • • 4 000,• 1%4 02 I . • • a • a • • • • • • '• . i . • : • • • • • • • • • '# ,* • !•j f t. • • • ._ w . .1 SECTION I #15 j A REFERENCE • STRUCTURAL SECTION 4 . • • 4 ' ♦ •• • SECTION 13 ` ' ' _-.-, 6.-"." 00-A• 1 ov-s- o SECTION . . . • , .CO r ��.R..�.._� �„_ 100-A- ,5.5_I 8 - - - - SCALE WARNING S ITTE BY . .�___ • . 0 3'2 1 DESIGNED, J. MCKINNEY , ARCHITECTURAL SHEET. J O _ -- - IF THIS AR DOr ;( - 0 , CT NAG -'s LICENSE No. "'` -‘4.,. DURHAM RHAM SAC[ ITY INFLUENT • OrruG: t -� 9 Viii2miiii •� 1/2 1 -0 NOT S BAS�IREE§ DRAWN D.ZIESEMER IN ASSOCIATION WITH: C1eanWate Seces PHASE 4 EXPANSION �. TIONS - — THEN DRAWING 1S - ! OS-ENSR INTERNATIONAL V 'Ahl, SECTIONS - DATE: 4'-8-2005 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J. MCKINN� (COMPA OFFIC f S� NAME) ND. ARCHITECTS ASSOCIATIVE INC .�►► . w PROJECT NO.: 4983 GENERAL LANDSCAPE NOTES: GENERAL IRRIGATION NOTES CONTINUED: PLANT AND MATERIAL LIST SYMBOL SCIENTIFIC NAME COMMON NAME SIZE/CONDITION QTY. f ta 1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATIONS OF ALL EXISTING 9. THE CONTRACTOR SHALL PROVIDE SUBSURFACE IRRIGATION TO ALL GROUNDCOVERS. EVERGREEN TREES (20-FOOT SPREAD) SITE UTILITIES AND YARD PIPING PRIOR TO COMMENCING LANDSCAPE WORK. al 10. THE CONTRACTOR SHALL PROVIDE DRIP IRRIGATION TO ALL TREES, SHRUBS AND PSM PSEUDOTSUGA MENZIESII DOUGLAS FIR 6' - 8' HEIGHT (B&B) to ea 2. PRIOR TO BEGINNING ANY PLANTING OR SEEDING, CONSTRUCTION OF THE IRRIGATIO PERENNIALS. (a SYSTEM SHALL BE COMPLETED AND THE APPLICABLE TESTS ACCEPTED BY THE ENGINEE•. SES SEQUOIA SEMPERVIRENS COASTAL REDWOOD 10' - 12' HEIGHT (B&B) 11. CONTRACTOR SHALL MAKE PROVISIONS FOR RELOCATION OF DRIP EMITTERS SEG SEQUOIADENDRON GIGANTEUM GIANT SEQUOIA 10' - 12' HEIGHT (B&B) c 3. ALL PLANTS SHALL BE PLACED IN THE APPROXIMATE LOCATION SHOWN ON THE DRAWINGS. AS • �' \TINGS MATURE. ALL UNUSED EMITTERS SHALL BE CLOSED OFF AT INITIAL TSH TSUGA HETEROPHYLLA WESTERN HEMLOCK 6' - 8' HEIGHT (B&B) v THP THUJA PLICATA WESTERN RED CEDAR o THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THERE IS A CONFLICT WITH PLANT INSTAL • •N. THE THUJA PLICATA'FASTIGIATA' HOGAN CEDAR 6' - 8' HEIGHT (B&B) n. LOCATIONS AND EXISTING FACILITIES INCLUDING UNDERGROUND UTILITIES AND PIPING 6' - 8' HEIGHT (B&B) AND THE ENGINEER SHALL APPROVE THE RELOCATION OF PLANT MATERIALS.ALL TREES 12. ALL DRIP EMI - - SHALL BE FITTED WITH FILTERS AS RECOMMENDED BY THE AND SHRUBS SHALL BE A MINIMUM OF 3-FEET HORIZONTAL SEPARATION FROM ALL UTILITIES. MANUFACTURER. STRAINERS SHALL BE INSTALLED AT THE POINT OF CONNECTION, DECIDUOUS TREES (25-FOOT SPREAD) to UP-LINE OF EACH VALV`. m 4. NO SUBSTITUTIONS OF SPECIFIED PLANT MATERIALS SHALL BE ALLOWED UNLESS APPROVED - FRL FRAXINUS LATIFOLIA OREGON ASH 1-1/2"-2" CALIPER (B&B) E BY THE ENGINEER PRIOR TO INSTALLATION. 13. ALL - _ -BLERS AND EM ERS TALLED ON SLOPES SHALL BE POSITIONED ON THE 2"E UPHILL • OF PLAN ' 1 'T' •IALS. QUG QUERCUS GARRYAHA OREGON WHITE OAK 2 CALIPER (B&B) a) 5. ALL DISTURBED AREAS SHALL BE PLANTED OR SEEDED UNLESS OTHERWISE SHOWN ON fa CONTRACT DRAWINGS OR DIRECTED BY THE ENGINEER. 14. THE MAINLINE • L BE • (ATE' T2' ORK E - T FROM ALL PAVEMENTS AND SIDEWALKS DECIDUOUS TREES (20-FOOT SPREAD) (a WHERE POSSIBLE. L. 6. ALL AREAS TO BE SEEDED SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE 2 WEEKS ALR ALNUS RUBRA RED ALDER 2" CALIPER (B&B) PRIOR TO HYDROSEEDING. 15. THE CONTRACTOR SHALL ` - •TECT F 0 • • AGE AND THEFT AT ALL BING ROSACEAE "BING" BING CHERRY 2" CALIPER (B&B) TIMES. REPLACEMENT OF ALL • ' ■ AGED OR STO PA' WILL BE AT THE CONTRACTOR'S 7 ALL PLANTING BEDS SHALL BE MULCHED WITH 3-INCHES MEDIUM CHUNK CEDAR OR FIR BARK EXPENSE UNTIL THE WORK IS AC • ED IN W I'. i . B TH : ■ NER. DECIDUOUS TREES (10-FOOT SPREAD) MULCH, PLACED OVER SPECIFIED LANDSCAPE FABRIC, UNLESS OTHERWISE NOTED. 16. THE CONTRACTOR SHALL FLUSH AND AD ► AL S' ' NKLERS FOR • •TIMUM PERFORMANCE. 8. THE ENGINEER SHALL APPROVE THE LOCATIONS FOR ALL BOULDERS PRIOR TO THE THIS WORK SHALL INCLUDE SELECTING THE 0 - IM FLOW • - 0 S' ' E THE EXISTING ACC ACER CIRCINATUM OREGON VINE MAPLE 4'-5' HEIGHT MULTI-STEM CONTRACTOR INSTALLING BOULDERS. THE BOULDER LOCATIONS SHALL BE MARKED IN THE SITE CONDITIONS AND SPECIFIED PLANT MATERI A -- AND TO T RO LE TH OW AT EACH FIELD BY COLORED PIN FLAGS FOR INSPECTION BY THE ENGINEER. VALVE TO OBTAIN THE OPTIMUM OPERATING PRESS FOR ', 'CH S - • . T SHRUBS (6 FEET ON CENTER) CONTRACTOR SHALL MAKE A VISUAL INSPECTION OF DR - •U A CLE • LL 9. LANDSCAPE WEED BARRIER FABRIC SHALL BE INSTALLED IN ALL PLANTING BEDS PRIOR OBSTRUCTED LINES TO ENSURE FUNCTIONALITY OF THE D• YST‘ COB/x CORNUS BAILEYI BAILEY RED TWIGGED DOGWOOD 2 GALLON TO PLACEMENT OF SPECIFIED BARK OR ROCK MULCH. i' 0 SHRUBS (5 FEET ON CENTER) XIC RROY RHODODENDRON "ROYAL PURPLE" PURPLE RHODODENDRON 5 GALLON VIDA VIBURNUM DAVID!! DAVID VIBURNUM 5 GALLON GROUND COVERS (24 INCHES ON CENTER) , Y, .:' WS , £ DSTEINIA FRAGARIOIDES BARREN WILD STRAWBERRY 1 GALLON GENERAL IR• • • TION NOTES: ,i, GRASS AREA SEEDED 50% PERENNIAL RYE .1, �, 50% FESCUE 1. THE CONTRACTO- , .ALL VERIFY ALL SITE C• ID ITIONS, UTILITIES, TREES AND SHRUB LOCATIONS AND DIM ' ONS PRIOR TO COMME N - MENT OF ANY IRRIGATION WORK. 2. CONTACT ENGINEER AND CO• ' •INATE ALL REVIEWS P' ` ' TO COMMENCEMENT OF WORK. DURHAM FACILIT A REA SCHEDb . 3. THE SPRINKLER SYSTEM DESIGN IS : D ON A MINIMUM PE's NG PRESSURE OF - 60 POUNDS PER SQUARE INCH (PSI). AREA EARTHWORK SOIL PREPARATION PLANTING AREA TYPE TYPE OF IRRIGATIO ' POINT OF CONNECTION CONTROLLER 4. THE CONTRACTOR SHALL EXERCISE EXTREME TIO IN A G A • ORKING EXISTING 4" NEAR EXISTING UTILITIES. VERIFY THE LOCATION A . ON TI 1N 0' AL IL PRIOR MATCH SURROUNDING TREE / SHRUB NEW TO COMMENCING WORK. REPAIR ANY DAMAGE CAUSED • RIN■ T. PE MA b. OF A CONTOURS 4"AMENDED TOPSOIL / GROUNDCOVER SP's- DRIP •RIGATION LINE WORK AT NO ADDITIONAL COST TO THE OWNER. THE CONT•. TI - SH L ADJUST SPRINKLER EQUIPMENT LOCATIONS TO AVOID CONFLICTS WIT , ILIT S AND PLAN MATERIALS. MATCH SURROUNDING TILL/ FERTILIZE SEEDING NO IRRIGATION 5. BECAUSE OF THE SCALE OF THE IRRIGATION DRAWINGS, IT IS NOT POSSI - TO C T B CONTOURS ALL OFFSET, FITTINGS, SLEEVES, ETC., WHICH MY BE REQUIRED. THE CONTRA• •R S L CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTI :LL OF THE WORK AND PLAN HIS WORK ACCORDINGLY TREE / SHRUB MATCH SURROUNDING 4"AMENDED TOPSOIL SPRAY/ E ING 6" 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY PART OF THE IRRIGATION SYSTEM C CONTOURS / GROUNDCOVER IRRIGA • 1 LINE N AS SHOWN ON THE DRAWINGS WHEN FIELD CONDITIONS INDICATE THAT OBSTRUCTION, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MAY INTERFERE WITH THE INTENT OF THE DESIGN. SUCH DISCREPANCIES SHALL BE BROUGHT MATCH SURROUNDING TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. IN D CONTOURS TILL/ FERTILIZE SEEDING NO IRRIGATION THE EVENT THIS NOTIFICATION IS NOT CONDUCTED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY AND COSTS FOR ALL NECESSARY REVISIONS. 6 to 7. THE CONTRACTOR SHALL SUBMIT DRAWINGS OF ANY PROPOSED CHANGES TO THE /4 C to IRRIGATION SYSTEM TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING ANY WORK 0, IN THE FIELD. THE DRAWINGS SHALL SHOW THE NUMBER OF HEADS, DRIP EMITTERS, /4 el PLACEMENT OF ALL VALVES, MAINLINE CONNECTIONS, LATERALS,AND OTHER PERTINENT (a ITEMS. THESE DRAWING SHALL BE APPROVED PRIOR TO COMMENCING WORK. fa 69 8. THE NUMBER OF SPRINKLERS AND SPACING SHALL BE VERIFIED BY THE CONTRACTOR BASED a) ON THE SITE SPECIFIC SOIL CONDITIONS AND PLANT MATERIAL CHARACTERISTICS AS E RECOMMENDED BY THE MANUFACTURER. THE MAXIMUM NUMBER OF DRIP EMITTERS a REQUIRED THROUGHOUT THE LIFE STAGES OF EACH PLANT SPECIES SHALL BE POSITIONED 1 AND INSTALLED AS PART OF THE INITIAL CONSTRUCTION. a U 2 L_ 'o fa 40 E NOTE: to ta LANDSCAPING IN THIS CONTRACT WILL BE UNDERTAKEN BY OTHERS. HOWEVER, THE CONTRACTOR SHALL PROVIDE SEEDING, UTILITY O P�OFD. *I INTERFACES AND INSTALLATIONS AS SHOWN ON THE LANDSCAPING .`��S. DRAWINGS. cl�' come �, e ` 7490 • 9 hi . 0. it v' ORSG O �Y 13,sv ti EXPIRES: 6-30-05 0 SCALE WARNING SUBMITTED BY LANDSCAPING SHEET: 129 OF in r 0 1,6 1 DESIGNED C. WHITTAKER (PROJECT MANAGER'S NAME) LICENSE NO. DATE ' DURHAM FACILITY LANDSCAPING AND IRRIGATION NOTES DWG: 000-GL -001 P. HUNTER IN ASSOCIATION WITH: C1eanWat ' Services PHASE 4 EXPANSION Z NONE IF THIS BAR DOES o NOT MEASURE 1" DRAWN DATE: 21-DEC-2004 -) THEN DRAWING IS SQUIERASSOCIATES - ENSR INTERNATIONAL our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 NOTE: , / .\\ ' STAKE OR GUY TREES AS REQUIRED. f . , it - 7 1 i ' ■ ' wi!,4 li It , , 4 , 1 , - NkiW 4 I ' 0 - 1 , r 0 ; - \ i - 1. • i _____ \ 'i r REMOVE TOP TWO THIRDS OF BURLAP fal '1, V 'It .■ ,), \ / ), 4 " \ / i \ 1 f , FROM BALL, REMOVE a ' i i m 4" P ' °RATED DRAIN 1, P' , i / c, i 1 WIRES v.) 4" PERF 6 " kTED DRAIN IkNo..1 t PIPE FIL • WITH PEA \ VIT TWIST BRACE 1 , 1 ' / - c-r3 PIPE Fl ED TH PEA 41/4,14% 1: -Fir 1 GRAVE TIN* 'ER TREE i , 1 1 ORGANIC MULCH a GRAVE 1 4 P • TREE VIT TWIST BRACE .."1- ' \ ' 2" DEEP (TYP) CUT F i I FINISH i . li , GRA ; P 6 4 kot , lAjort, FLAGS RO• D lir Ct I -.4! ig.- ,Tp.,11 FLAGS 4/0 1% . 4" CREPE TREE WRAP FOR ORNAMENTALS 0....\ . i i 3" SAUCER BERM ai ROUND •A' CA - WI (4 ‘ /P COLO' 0 .TC ig i I , id COLOR T 0 , ATC REMOVE TOP TWO ADJACEN URF CE 0.40 cl ADJACENT S ,I'A ' &4ii.•,) THIRDS OF BURLAP / 4" CREPE TREE WRAP MULCH - 2" *: EP (TYP REMOVE TOP THIRD TO 0 -1,.. \; )1/ +6 . . ilrie FROM BALL, REMOVE 1 -4411111r-410#1,1111■-'-__ — -4- gloilib REMOVE TOP TWO HALF OF BURLAP FROM BALL, REMOVE WIRES /1\ a. IOW/ ilteg4 WIRES THIRDS OF BURLAP BERM TO MAKE 111.4,,,J1:114: - low, 'il;,,,,,,,,,, 40 ,,,,, ,,,t.,,,,,:x „so id 0 FROM BALL, REMOVE WIRES MULCH BED LEVEL 1 XISTING GROUND . • . dp iiSPixETCulFRED BACKFILL a. 0 RGANIC MULCH 10401014,111Nrk..ft,10. 3" SAUCER BERM r0 01110 3" SAUCER BERM 2 2" DEEP (TY4PA '..:0■--"," reakV■ liN■41, 24" LONG DOUGLAS • -/ -"`t CONTROLLED _ i Al."\hio, lifilhibrILL MIXTURE _ 1 6:10 4 211 a 41 ii ,,S ToAFK E3S) , , 010 . . Allr-O, : - FILL MIXTURE 1.:21111=- A I I it III= :° ' I' A i AIN' ' 1-1'111-=/ -_=::'=--.,.--I I E,---: , -, ..?" dA1.I_-_i A."14.0hA, . • • 6" 41N. ' IZER § E1117:411'! '''‘ I'M" , jiajjazirliii jEE t- ---,IIIE E-+_-__ V or :0, t 'WO' Alliedirt 0-11r411- 1 f: t BL - iou/ 0 ' 411Vit A ,,,./, lb,. I J. til 3 TIMES BALL _ a , .0 0 - Z 1 "•414 : • z EXISTING v *(g Co pr, .41\ITR l LE ERT LCRI TL DIAMETER ti EXISTING </ S zo . CO -411_ Riist*ASE UNDISTURBED • - A < FE` IZ TA T'S n • i- 5 TIMES BALL DIAMETER 7% u) UNDISTURBED / ' . EARTH % I11;11 EXI . . n • • < FERTILI . 11 TA ETS -:_----= - '-:_---_' 1 it.-. :-__- • EARTH • • 6" MIN 14 UNDIST b':E ill( - —- lin EARTH _.., 3 TIMES BALL .,.,_ 1---_ ,-_--=--__ II-_-_ - -----= E --AM 3 TIMES BALL DIAMETER 12" • NOTE: - DIAMETER 4 Sli 1. SHRUB SHALL BEAR SAME RELATION TO FINISHED . SPECIFIED BACKFILL 5 TIMES BALL DIAMETER 5 TIMES BALL DIAMETER ... ... GRADE AS IT BORE TO PREVIOUS PLANTING. ..MIXTURE . . TREE GUYING (CONIFERS) 1 TREE PLANTING DETAIL 2 PLANTING ON SLOPES 3 PLANTING SHRUBS 4 . L-1 , L-1 L-1 L-1 FINISH GRADE WHERE EDGE OF PLANTING BOULDER RETAINS GRADE 12" SPACING BED OR PAVEMENT 1111111F BOULDER (MIN 2'DIA.) FINISH GRADE ASPHALT WHERE APPLICABLE TOP OF METAL EDGING LANDSCAPE PLANTING BED CHAMPHERED EDGE e , • PLANT MATERIAL /. ASPH' TURF, GRAVEL, •- 1/2" MAX ABOVE CONCRETE MOW STRIP FINISHED GRADE 8" 411 / 4, 4 /2411.114/4* PROPE Y LO - FIN. GR. FIN. GR. 41(0 t 600 ' , -wit sli i Ardi 11 Ili,21 ill\ NiViN " , ... Mit i4 Pv 0 0 il \ COMPACTED GRAVEL - k/ - C) // A BOULDERS SHOWN IN A GROUP 1 COMPACT GRADE . . 4 • .:, . - . • • • 0 • • . 6" DEPTH OVER NOTE: ARE TO BE PLACED TOUCHING I ADJACENT TO EDGING 4 COMPACTED SUBGRADE. (1/ c") METAL STAKE =:1-1,111E-7111_ )11IP 4( I ( vo ■ PLACE ALL BOUL lo.. :S '' EACH OTHER IN A NATURAL SUCH THAT I/4 OF ONFIGURATION PER MANUFACTURER' -11117,11i_LI if-M-111-111-111-111-1111 -7.111= = = = = =I I i= TOTAL MASS OF EACH BOULDER RECOMMENDATIONS • C. L. • ;461/4 to, ib 24" EQUAL • BOULDER IS BELOW COA 1 I Iliii-ii I_ Ill NOTES: SPACING FINISH GRADE FINISH GRADE -' NOTE: 1 V 1. CONCRETE SHALL BE 3000 PSI MIX. 1. METALcATLIANoNDsSCwAPHEEREEDAGsINpGHALSHTALpLAvBINEGINABS u'T LE A , 37, 1 / ///4411*(1"111Plii 11:111"111111111rrikk111414'ri RA1AV 0 N... I 1111111111 MULCH OR AS SHOWN ON DRAWINGS. 2. EEM vv0 LEWRRSyyT R251P0SF LE Si ENHfAA RLwL 1 TFHHEAEVsTEm 0A NE0XTDPHA Ns FcSi°NI OrsNEH.JJ001 NI NTTSs GROUNDCOVER SPACING 0.-5 2" MIN BARK MULCH 1 i 1110/111 I F fit i if I ilIVI , 2. SEE SPECIFICATIONS RELATED TO METAL LANDSCAPE EMI %,' , „ i r. hp il \i II i ' \ C 24" EQUAL 9 0 SPACING METAL EDGING 7 CONCRETE MOWSTRIP 8 GROUNDCOVER SPACING DETAIL 5 BOULDER PLACEMENT 6 L-1 L-1 L-1 L-1 , . , , . teb3 *44° 403,4 03U, tate (ate (1,°' ifite 64 (T)C0) E re. ( ' ts U,- .40 .6,te NOTE: bIte°' 0.‘) PRO/ 0,2 LANDSCAPING IN THIS CONTRACT WILL BE UNDERTAKEN BY OTHERS. ..taiNe ' a HOWEVER, THE CONTRACTOR SHALL PROVIDE UTILITY INTERFACES AND c-. 4.' e , 13 en INSTALLATIONS AS SHOWN ON THE LANDSCAPING DRAWINGS. .:1.,,., -7* :: - 7490 - 1.--- iti • 4, A it . w, , c,' OREM ,:C4 PA N Kix\ EXPIRES: 6-30-05 . r 06'"".) SCALE WARNING SUBMITTED BY -... , CIVIL SHEET: 130 OF 0 1.6 1 DESIGNED C WHITTAKER ,-17/ ... I DURHAM FACILITY DWG:000-M. -002 H NONE IF THIS BAR DOES DRAWN (PROJECT MANAGER'S NAME) LICENSE NO. DATE z6 P HUNTER AN ((1!) MWH IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION LANDSCAPE DETAILS NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 21-DEC-2004 -1- THEN DRAWING IS Out commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 , 10" DIAMETER PLASTIC VALVE CONTROL VALVE KEY 4. JUMBO PLASTIC VALVE BOX AND LID BOX AND LID (PURPLE COLOR) 24 VOLT WIRE - PROVIDE WEATHERPROOF SPLICE (PURPLE COLOR)WITH LOCK BOLT ON LID. ONE REMOTE JUMBO PLASTIC VALVE BOX QUICK COUPLER VALVE FOR AIR W/LOCK BOLT ON LID FINISH GRADE PACKS AT ALL SPLICES AND 36" OF EXCESS WIRE CONTROL VALVE PER BOX - NO EXCEPTIONS - INSTALL AND LID (PURPLE COLOR) WITH LOCK COMPRESSOR CONNECTION ONLY IN A 1" DIA COIL AS PER VALVE BOX DETAIL BOLT ON LID o ` + FINISH GRADE CnI Lo o �0� REMOTE CONTROL VALVE WITH p z N FINISH GRADE PVC UNION FLOW CONTROL v F=- m 0 O 0 0 PVC MALE AD ' T' R MANUAL BLEED BRICK- 6 TOTAL U co Nj ��' 0 DRAIN GRAVEL - • �� - D 00 Nv--4 p PVC LAT : L ,:�,-�i +� ,►r'. U Q; �p�;i �� BRICK - 2 TOTAL Q LOWER LATERAL E I PVC UNION O LA ERAL I SWIVEL JOINT RISER co ° �-�.;�'- ° 'loat a: N WITH PVC '' - DRAIN USING SCHEDULE 40 PVC PIPE 0 o PVC LIN % %. .. — T- „ / ' CLASS 200 BRONZE GATE GRAVE_o 1 ED a AND TEE w 45 ELBOWS 1 •__— —�` VALVE (PER IRRIGATION LEGEND) AND FITTINGS AS REQUIRED re a II �lie PVC MALE ADAPTS Pill 1 w GLASS 200 PVC PIPE 011110!:11111411. = _ , INSTALL TEE FOR VALVE ■ a t�1 A - VALVE ►=' O$S ►=r MANIFOLD 8” PVC CLASS 200 PIPE �' Y — ,r ° ° ♦ ,•a .,r J W (NOTCH SLEEVE TO lift . �,L. BRICK- FIT AROUND MAIN LINE �, Q 0 •. ►,`-: •I; w re 1 6 TOTAL PVC THREADED 1 II n e . ° � .. \ r }•'0• 0° - ui� F DRAIN GRAVEL- 4" DEEP BELO ► A V FITTINGS AS REQUIRED ' i TO CONTROL 4/ 0 �� - • , GATE VALVE— 60- (NO SOIL IN VALVE BOX) /r • q, a ( ) VALVES • o� 1 -f 2" SCHEDULE 80 0 GEOTEXT PVC MAIN _PVC FITTINGS •, a PVC MAIN LINE - CAPAND THRUST LINE - I Il AS REQUIRED n - °° 0 - _ BLOCK IF AT END OF LINE PVC MAIN LINE I. 18" 1. U.P.C.APPROVED RING-TITS SCHEDULE 40 PVC ONE-PIECE MOLDED 200 PSI PIPE AND FITTINGS PVC PLASTIC TEE PVC SOLVENT WELD WINTERIZATION ASSEMBLY AS REQUIRED MANUAL DRAIN VALVE 1 REMOTE CONTROL VALVE 2 TEE (REFER TO SPECIFICATIONS) © ALL MAIN VALVES 3 L-2 L-2 L-2 JUMBO A TREE ROOT BALL RECTANGULAR TREE TRUNK /! 1r VALVE BOX TREE CANOPY / , SHRUB OR TREE �DRIP EMITTERS AT EDGE - I' �l 12" L 12"- F_ 12" $ 4" P. •FORATED DRAIN • C, OF ROOT BALL 1/2"ABOVE '� \ r r PIPE - TREE FINISH GRADE.ALLOW ONE PLAN-TIN c •ETAIL ! EMITTER TO DRIP INTO i , DRIP EMETTER. ANCHOR IN `'� 10" DIAMETER ROUND VALVE S DRAIN PIPE P CE W/EMITTER STAKE dP III BOX FOR GATE VALVE �„A 12 ABOVE FINISH GRADE AT EDGE OF ROOT BALL /,,,e, )k. FINISH GRADE 4/0 =A ' H _--'-- 9 At bk,S,L. 4/ 4 1 IP 1101 DISC NECT , . -- �., , . ../E► O T U - T I N. i 0 W/t/ 120 VOLT SERVICE �► A LT �� —_ —_ _ 1. CENTER VALVE BOX OVER REMOTE CONTROL T F• TA ERVICING VALVE. 1I; �+ ON ' •L ROOT BALL — P R E 2. SET BOXES 1"ABOVE FINISH GRADE OR MULCH CO • I - G•O 0* . • SHRUB AREAS �^ II I G P) R S TEE AND FLUSH WITH FINISH GRADE IN TURF AREA. NOTES: U• T ON CO ► • ` T: E 1. SEE SHEET E-8 FOR LOCATION OF 1' " SALCO TUBING W/C t NECESSARY ADAPTERS TO Fl 0 ACH 3. SET VALVE BOX IN LANDSCAPED AREA. CONTROLLER AND FOR ELECTRICAL 1/2" SALCO. TUBING WITH (6' MAX. LENGTH) CONNEC 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO : E F LAWN, WALK, REQUIREMENTS. NECESSARY ADAPTERS �� (6' MAX. LENGTH) FENCE, CURB, ETC. 2. PAINT CONTROLLER AND CONDUIT TO MATCH WALL COLOR. PVC HEADER L 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT CO A PSE AND EMITTER QUANITIES DEFORMATION OF VALVE BOX SIDES. PVC TEE OR ELL. PLANT SIZE (QTY 1 GAL 4 - 2 GAL 1 VALVE BOX LAYOUT WALL MOUNTED CONTROLLER 5 1 DRIP EMITTERS AT SHRUBS DRIP EMITTERS AT TREES 6 5 GAL 2 7 L-2 L-2 15 GAL 4 L-2 L-2 GATE VALVE HDPEVALVE SUBSURFACE IRRIGATION REQUIREMENTS BOX WITH COVER 1. EACH ZONE SHALL BE CONTROLLED WITH RAIN BIRD XCZ-100 COM IRRIGATION UNION — — — — •••• . — ...• — CONTROL VALVE. TO BE INSTALLED IN A 13"x20" JUMBO AMR VALVE BOX. FINISHED (TYP) G • R END NM - NM Mil MIN MI 2. THE LANDSCAPE DRIPLINE SHALL BE RAIN BIRD LD-06-18-500 ADI EMITTER FEED (ADVANCED DRIP INLINE) C / 3 EACH ZONE SHALL INCLUDE A MIN. OF 1 AIR VALVE KIT. PLACED INSIDE °' AN SEB-6 VALVE BOX. ADDITIONAL VALVE KITS SHALL BE REQUIRED -c.'a° P' IIIIIIIIIIIIIIIIIIIIIIIIWIIIUIIZIO FOE EACH HIGH SPOT OR AS DIRECTED BY THE ENGINEER. 1k'. ■ • -J SUP* - — - 1k— 4. 3 - " TUBING SHALL BE PLACED UNDER WEED BARRIER FABRIC AND SHALL o°o -. FL ' ED DOWN EVERY 8 FEET USING LDI6STK STAKES. cn /A \�I �\ = - LD-06-18-500 BALL ALL INCLUDE ONE XBV 075 FLUSH BALL VALVE AT THE END ❑ :iiiiic►ALAI ki 111 — I1 I1o�:i� w00% VALVE O Cr C II:% re a�y`��` t 6. G• ` •DI TE CONTRACTOR FOR WALL PENETRATIONS. sal` C2. •1 y.-.atr. .�rl��. �`'`�''��'** - � TYPICAL LINE SPACING 04/C 7. 1-1/2" SC- . 10 • A • ED FROM THE ZONE CONTROL VALVE TO THE ZONE GRAVEL BED, WHERE IT - T O i ' • LINE. THE AVERAGE DRIP LINE TUBING LENGTH z CD MIN. 6" DEEP IS SHOWN AT 40. 0 450 T : H. 6 NOTES: r _ 8. THE DESIGN ASSUME t P .E R A E CONTROL VALVE IS 50 TO 55 PSI. S 1. UP PTO 2" LINE, PROVIDE 6" SIDE AND UN A► C , THE CONTRACTOR TO V . E 2%2 AND LARGER, PROVIDE 12" SIDE AND • D EA''A NOTE: 2. BACKFLOW PREVENTION ASSEMBLY MUST ME ' ` I GTO o STATE STANDARDS. LANDSCAPING IN THIS CONTRACT WILL BE UNDERTAKEN BY OTHERS. HOWEVER, THE CONTRACTOR SHALL PROVIDE SEEDING,UTILITY ai INTERFACES AND INSTALLATIONS AS SHOWN ON THE LANDSCAPING BACKFLOW PREVENTOR 8 DRIP LINE 9 DRAWINGS. L-2 L-2 u) r. o SCALE WARNING SUBMITTED BY SHEET: OF u) 0 i I DESIGNED C WHITTAKER � CIVIL 134 6 (PROJECT MANAGER'S NAME) LICENSE NO. 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NY 4, NI, .4, NIe 4, .4, ..40 4, "Jr NI, Nle .4, %4- Jr 4. 4.. 4, 4, NIe Jr NI, 4. 4, NI, 4, ..1, .4, ,J, .4, .4, .4, Nle NI, .4, .4, Nle 4, NY .4, NI, NI, 4. 4, .4, 4, "4, .4.. 4, 4., .. ., : ... • ' :::::::•.. I . . :•,..,.: . -......::: . ......i,::i ,... . r 4, -4, 4, .4, NY 4- NY 4., 4- 4- .4, .4, 4- 4, NY 4, NY 4, 40. 4, 4- .4- NI, NY Nle .4, Jr NY .4, 4, 4, NY .4, 4, 4, Nle .4, .4.. 4, 4, 4, 4, NI, 4, 4 ....1, 4. 4, 4, Nle 4, ..•... '4, '4. 4, Nle NV .4, 4, Je Nle 4, NY 4, .4, .Jr 4, .4, '4- NIr 4, .4, 4, 4. 4, 4 4, 4, 4, •, .4, NI, NY 4. Nle 4, 4, Nle 4 4. NI, "4, .4, NI, '.4- 4, 4, NY 4, 4, Jr 4, Nle "Jell • - . , . . . . . . . :• :, „ . e Nle NI, NI, Nle ..4, 4, 4, 4 Nle 4, -4, .4, 4, .4, 4, 4, 4- 4, 4, 4, NV .4, 4, NI, NY Nle •Nle 4, 4. 4, 4, 4, 4. .4, .4.- 4. 4, .4, .4.. .40. Nle "4, .4, .4, Jr 4, NI, 4, Jr 4, NY ..• .. . . . : . •. .,...,, ',..:. .. . . • . . i.,•Ii: : . •. •.,.•-''•... .•.• ....... .• . .4, 4, 4, 4 4 '4- '4- NI, 4, 4, 4, .4, Jr 4, .4, 4, NI, 4, .4, NI, 4, NI, 40 NI, NI, 4, NI, Nle Jr Nie -4, 4, NY 4, NIe NI, NI, "4, .4. 4, NY- 4, 4, NY 4, 4, 4, NI, 4, 4, Nfr . . . . . .•. . . .. . ... .. .. ... e 4, 4, 4, NY 4. 4 4 4 4 4, ,4- 44- .Jr 4, .4, Ni, .4.- Nle Jr 4 4 4, 4 .4, NY Nle 4, 4, 4, NI, NI, NY .4, .4, .4- NI, NI, 4, NI, NI, 4, 4, ..4- NI, -4- .4, 4, NI, NI, 4. .4- .. . .:•..?..• .. . . .. . .. ..• .. . . . •;:..''': ., ., 4, 4, .4, 4, NI, 4, 4, 4, NI, 4, 4, .4, .4, 4, NY 4, s4- NI, NY NI, Nle NY NY 4, 4, 4, .4, 4, 4, 4, 4. 4, Nle NIe 4. .4, 4, .4, 4- "Je. .4r Nle. 4 4, 4, 4. NI, 4, "4, 4 4 4 . • ...,;.'. . '' . .. • . . : :.;:,:...:. • 1 . . • .. . .. .. ...:::::.•,.....• r .4, NI, •4, 4, Nle NI, 4, 4, 4, NI/ 4, 4, NY .4, 4, Nle 4, NI, Nle 4, NI, .4, 4, 4, 4, 4, 4, 4, .4., 4, 40. NY NI, NIr NY .4, sle Nie 4, 4, "4, 4, 4, ..le 4, NI, Nle 4, 4, NI, 4, . . . •• : • • . ..• .•.• • . . ,. ,' ..• ... .4, NI, NY .40 Jr Nle NY NY NY NY .4, Nle Nle Jr 4, 4, Nle 4, NY NI, Nle NY NY .4, 4, 4, 4, NY 4, 4, NI, .4, Jr 4. 4, 4 4, 4, .4, Je. 4, Nle 4, Ni, 4, 4, NI, NY 4, 4, .40. 41 .• r.:?... • .. ..• . ,,,..•„.. ..,,••• ••.., .. . .. . • ...• • .. ...•...•..• •,„ e 4,. .4, .4, 4, 4, 4, NI, 4, 4, 4, 4, 4, NY 4, 4, 4, NY Nfr NI, NI, 4, 4, ,J, .4, NY Jr NIe 4, Nle 4, NI, 4, Nle 4, Je 4, 4, 4. 4. 4. NY NI, NY Jr Nle 4, '4- ".4- 4, 4, 4, ':::•• ::::'.. ::.::: . . . ......, • ..• .. ._....,..... • • • Jr 4, Nle 4, ale 4, NI, 4 4, 4, 4, 4, 4, NY 4, 4, Nle "J., .4, .4, 4, 4, 4, NI, -4, 4, Nie Nle NI, Nle 4, .4, .4, .4.. Nle 4- 4, 4, NY 4, 4, .4, 4, NY 4, NI, 4, * * N.I., 4, •. .. .•... . --.:.-/.• . . e 4, '4- NY 4, NI, 4 * 4, .4, Nle 4, Nle .4- 4, -4- Nle 4, .4- .4, '4- .4, NI, NY 4, -4, 4, 4, NI, .4- 4, Nle Nle NY '.4- NY. 4, 4, NIe Nle NY Nk Nk 4 '.4. 4 4, Je Nle Jr 4, NI, •:: .:',...:,::..., . ... ....,..... .• •. • .4, Nfr 4, 4, 4, NI, 4, 40 Nle 4, NY NI, 4, 4, Nle .4, 4, 4, 4. NI, 4, 4. NI, NY .4, NY NY ...1, NI, 4, 4. Nle NY Jr Nle Nle NI, NIr NIe 4, Jr NI, Nle Nle 4 4 4, NY NI, 4, 4, 4, .• ,•„.....,::::::::...••:. ':*:::::::,.. ..• .-.• . . •.. ..,. I ...•..,„ . •• . .. . .„. .,. .,••../ ., .. . . , NI, Nle 4, .4, NI, 4, Nle NY 4, 4, 4, 4, .4, 4, .4, 4, 4, Nle NI, sk NI, .40 .4" '.4. 4, NY 4 Nle 4, Nle 4, NV .4, 4, 4, Nle NI, 4, .4, .4, Jr Nle Nfr 44. 4, .4, NY .4, 4, NY .4- . • • ,. . . . • . .. • .. .. . . . . .. . ., ... .. . . . . -4, 4, Nle NY Jr 4, 4, 4, 4, Jr 4, 4, .4, NY .4, Nle 4, .4. .4, '.4- NI, NI/ NI, .4, * .4, 4, Jr .4, NI, 4, NIe 4, 4, NI, 4, Nle 4, NI, 4 NY .4, NY Nle '.4. '4' NI, 4, NI, NI, NI, *I . „ . . . • • . •. . ' . ... .• . .• ,. . . . .. • . .••• .. . . . •• .. ..../.... .• .. . . . . • ':'•.. e 4, NI, 4, NI, 4, ...4, 4 '4- .4, 4, 4, 4, 4, 4, 40 .4, 4, Jr .4, '.le 4, NY Nle NI, NI, Nle "Je Nle '.4. 4 -4e 4, 4 4 .4, 4 4, 4, 4, .4, .4, 4, 4, 4 NY 4 4, 4, NI, NI, NI, . . . .... . . . . .••••„.•*.,...•• . • . .,.. • .• • • • .. :"...•**_: ..•:.,. •.. Jr '4- .4, 4, NI, 4, 4. 4, 4, NI, .4, .4, NI, 4, Nle Nie NI, .4, 44. NI, NI, 4 4, Nie .4, .4- Nle Nle Jr Nle 4, 4. 4, NI, 4, NY NIr -4, 4, .4.. .4- Nie Jr Nle NI, NI, .4- .4- NI, NI, 4, '4,1 .• • .... . . . . .. .. .. .' . . -••••' " - . ... .. • . .•• ,„:,.'.::::::••••::: ; i",„..•. ''''..,,r NI, NI, 4, NY 4, 4, 4, NY 4, 4, 4, NY .4- 4, .4r 4, .4- Jr sle 4, .4, 4 4, 4, NI, NI, 4 .40 NI, 4 4 .4, .4, .4, 4 NI, .4- sir Jr .4, .4, Nle 4, 4, 4- Jr NY Je Nie .4, Nfr . . ........ . . .... . . . . ..•/...•'' . . . ... . . . . .• .• . . . . ..' ..• . :•: . . • 4, 4, Jr 4, 4, 4, NY 4, NI, N, Jr 4, 4. NY Nle 4, 4, 4, 4. Nle '.4- 4, 4, 4, Jr .4, N, J, 4, N, .4, N, Jr '4. Ni, N, N, .4 '4- 4, N, N, 4. Ne 4, -4 .4, N, e NY *1 V -. . „. . .. .. .. • . -':•.:,:::•:.......,•,••• ...:-:.....•••--..... . . „ .. ....•.••• •• . .... .. . NY .4, .4, .4, NI, Nle 4, .4, 4. 4 4, 4, NY 4, NY 4- 4, 4, NY NY Nle NIr Nle '.4. 4, 4 4 NV NI, 44. .4, .4- NI, .4- 4, .4, .4, 'NY NY NI, 4, 4 NY .4.• .4, Jr 4, NI, 4- .4.. Nle ... . . . . . . .. . . . . „. .:•.,'..•• .....'•-•• :.,. :,:r...•,.. : '• : ., . . • • Jr Jr Nle Nk Nle Nfr * 4, Jr Jr 4, 4, 4, Nle 4, .4, 4, 4, Nle Nle 4, 4, Nle Jr 4 NI, 4 4 .4, NI, NI, 4 Nte "4, pj1D dk 1,0,1 1 Nle Nle Nir NI, 4, NI, NI, 4 NI, NI, ..1, 4 NI, 4 4,1 . •• . . . . •• . • •. „..,..... • .. . . . . LEGEND • . ... .. . .. ... . .. . . .. .. .. .. . .. • •••-,.. ,.., :.....• ::...... .......... ...•..• .. . :. :: --. 4, 4 Nle 4 .1, NI, 4, NI, .4.. NY 4, NI, NI, 4, NY 4, 4, 4, NY NY 44. 4, .4, 4 4, 4 sk 4 .4, Nle 4, NY 4 L'Al, NY NY NI, NI, .4, NI, .4, NY 4, "4, NI, 4, 4, 4, . . .,. ......„, lo. 4, .4, 4., 4, NI, 4, NI, 4, NI, 4, 4, NY 4, 4, 4, NY .4, 4, Jr .4, 4. 4. 4 NI, NY NI, 4.• 4... .4, 4 .4, Nk .4e. SE EI)E.E) Jr Nle 4, Nk Nle 4, NI, 4 Nle NI, NI, 4, NI, 4, ... . . .• . . ... . ., .-•-. . .• • . . . ::, :: i ......, ..::•:-. : : . ..., 4, 4 4 .41 NY 4, 4, .4- Nle 4, 4, '4, NY .4, 4, * 4, .4r. 4 Nle 4, Jr NY NI, NI, Nle .4, NI, NI, 4, 4, .4- .4, .4, ...le NI, .4, 4, Je 4, .4- .4- NY .4, '4- Nle '4, NI, NJ, Nle .4, ,. • • .• .. . . * .. . ., ., , ••• :: ::'4, NI, 4, NI, NI, 4 4., '4' 4 4 4, 4, NI, 4 4, sle .4- NIr 4, 4. .4, .4. NI, .4, NY "4, .4, .4, 4, .4, 4, .4. 4. NI, NY .40. 4, .4, .4, 4 4, • . '•,:: „ . .- ...''',••,........ : •• ::**-•;...• ' . . .- II . . .. • .. .. . .., :: .. . . : NI, NI, NI, 4, 4. NY 4, Nle Nk NI, NI, NI, NI, '4. 4, Nle .4, 4, NI, 4, NI, NI, 4 '4. 4 '4. 4, 4, 4, 4.. 4, '4- 4, 4, 4, 4, 4, Nie Nle Nle ....:-: . :••••••*: .....•::: ::-..1:: . • . ... . . • . .• . . . . ..• • .. . . .. . .• . '.4. '4- 4, NY 4, 4, 4- '.4. .4e Nle 4, .4, NY Je 4, Je '.4. .4e '.4. NI, 4, NI, .4, Je NI, -4- NI, * .4, NY 4, 4, 4, 4, 4. 4. 4, 4, Jr '4- NYS cy) . ., . . . . .,• • ':f: •. ., . ::,::::, • .: .••• . • • .4e .4e 4, .4, '4- 4, 4, NI, NI, '4. NI, NI, NI, NI, NI, '.4. 4, NY 4, NY NI, NI, '.4. .4. NI, 4, 4, 4, 4, 4, 4, NY 4, 4, Nle '4- 4, .4, 4 Nle . , . . . ... ,. . . ..... ...... .,,.. „,, • '::..*:: ....:, '2'....."* , .......: . •• ,. .• Trn." 4, NI, 4, 4, 4, 4 4, .4, 4. sk NI, 4, 44. 4. 4, 4, 4 NI, 4 .4. 4 NI, NI, NI, 4, 4, 4 4 4, Nle 4, 4, 4 4, 4, 4, NI, 4, 4, 4, . • .• *: : : * *':• *'••: *. ... • ,. .• . . ... 4. Nte * ,&. ■1 OAK WOODLAND SEED MIXTURE ,-..... ..... ::::..: . .: .. • . .. .. :: . . . .. • ....... 4 4, 4, 4, 4 4, 4, NI, 44- 4, 4, 4, 4, 4, 4, 4, NI, 4, NI, NI, NI, 44- 4 NI, 4" NI, 4, 4, 4, 4. NI, 4. 4, 4* NI, 4, 4, 4, 4. C) .. :"• ,,.::i . " .. . I . • NI, 4, Nle NV 4, 4 4, 4 4 4 4, 4, 4, 4 4, 4 * 4, NI, NI, Nt, 4 4, 4, 4 4 4 "4, 4, Ve sk .4, NI, 4, 4, 4 4. 4, 4, 4 4, ,, :::::,, '- • 1 4, 4, NI, 4, (IN CONTRACT) ...-,.. -......:: .. .. .. ... .. 4 -,....4-, ::-.•:-...• . .44 . . 4, NI, NI, NI, NI, 4, 4, 4, 4 4 4, 4, 4, NI, 4 NI, 4, 4 NI, 4, 4, 4, 4, 4, 4 4, NI, 4 NI, 4, .4, 4, 4 4, 4, 4 4, 4, NI, 4 ......I .4, 4, 4, '4, 4 ,...,.• . . • .. .. . . .... . . i:-• .• .. : , -•• ' 4, 4 4. .4, NI, 4, NI, 4, 4 4, NI, 4, 4 sk 4 '4- 4, 4, 4 4 4 4, 4, .4. 4, .4, 4 '4' 4, 4, sle 4, 4, .4, 4, '4- '4- .4, .4, NI, 4 4 4, 4, 4 4, 4, NI, 4, 4 4 .4,1 I . . . . . . .. .• . . . ' 4, 4, 4, 4, 4, 4, 4, 4, 4, 4 NI, .4, .4, 4, 4, NI, V, .4, 4, .4, NI, 4, 4, '4' 4, "4, .4, .4, .4, 4 .4, 4, NI, .4, .4, 4, 4, 4 4 4, 4, 4 4, "4, 4 4, .4, 4, 4, 4, 4, 0 . „ . . . ... ,.. .- . . , •• ., .. ... • . 4- 4, 4, 4 4, NI, 4 NI, .4, '4, 4, '4- 4 NI, 4, 4, 4, 4 4, NI, .4, 4, NI, 4, NI, 44. 4, 44. 4, 4, NI, 4, '4, .4e 4, NI, 4, 4 4, NY 4, .4, 4, '4, NI, 4, ".4. 4, 4, NI, 4, 0 : .. . . .. . . . . . ., . ,... . . • . .. 4, 4, 44- 4, 4, 4, 4, NI, NI, 44- 4, 4, 4, NI, V, NI, 4 NI, 40 NI, 4, 4. "4, 4, NI, 4, * 4, 4, sk 4 .4, 44- 4, 44- .4, NI, 4 sle 4, sle 4 4 4 4, ....1, 4, NI, 4 4 4 PIPE SLEEVE . . .4 .. : .. ...........,.........4... ....... ............... .. ... .. ..... ......., . •• .•.... •... . . . . ....• .... ,.., NI, 4, NI, 4, .4. 4, .4, 4, 4, .4, 44. 4 .4, 4 NI, 4, 4. NI, NI, 4, 4, 4, 44. 4 NI, .4, 4 4, NIe NI, 4, 4, 4, 4 .4, 4, Nle 4, .4, 4 .4, .4, NI, 4, 4, 4 4, 4, 41 .. . . . .. . . . . . •'- . .. .. . . (IN CONTRACT) .. .. . .. •• .. . - .. • ..• . .... .... ... ,fr ,... ... .fr ....., ...,, ., .... 4 4, 4, 4 4, 4 4 4 4, 4 NI, 4 4, 4 4, .4, .4. 4, 4 sle sk 4 4 .4, .4, 4 * 40 4, * 4 NI, '4, 4, 4, NI, NI, 4, 4, NI, NI, L1.1 ......,.. .. . •-•-.......'::-':':e• •.: . ..4. 4, 4, '4, 4, NI, NI, 4. 4. 4, 4, 4, 4 4 4 4 4, 4, 4, 4 4 4 NI, 4, 4, 4 4, 4 4, 4, .4, 4, 4 4 4, 4, 4 40 4 4, 4 4, NI, 4, NI, 4 4 4 4 4, 4, '.4.11 7IP . . . . .• .. . •• ., .. ..' .: .....; NI, 4, 4, 4, .4, 4, 4, 4, .4, 4, 4, .4, 4, NI/ .4, NI, 4 NI, 4 '4- 4 sk 4 4 4, 4 4, 4 4 .4, .4, .4, NI, "4, 4 4, .4, .4, .4, 4 .4. 4, 4, 4, NI, .4, ^4, NI, .4, '4, NI, I ..." . , • ::: • .,..,:::":>' . .•' . . ., . . . ii, .4 NI, '4, 4, NI, 44. 4, 4, 4 '.4. sk NI, 44. 4 4 4 4 4 4 4 4 44. NI, NI, .4, 4 sl, 4 sk 4 4 44. 44. 44. NI, '4. * * NI, '.4. '4, '4, 4 4 4 '4- 44. 44. 4 4 J ., . . .. . . . . . •• ...*•':.:;•."' : . . .. • . ..,. .. ...1. 4, NI, NI, 4, 4 4, NI, '.4, 4 4, 44. .4, '4. 4- ..4. NI, '.4. '.4. '.4. NI, NI, 4 4 '.4. NI, NI, 44. 4, 4 '4- 44. NV 4 NI, '4- 4 4 44. 4 4 4 NI, 4 '4, 4 .4, 4 .4, 4, 4 4 .• " " ... . .. ... . ...'....../ :"*.........*:. ..'i ... . ... ''......"-i"..:: •, . .• .4, 4 4, NI, 4, 4 4, 4 4 4 V, 4 4, 4. 4 4, 4, 44. 4, '4. NI, 4, 4, 44. 44. 44. 4, NI, 4 NI, 4 4 4 4 4 4, 4 4 4, * 4 4, 44. 4, 4, 44. 4, NI, NI, .4, NI, ■ill 1 .• .. .. . , ., ... .• i::". . Ve. :, 4/ 4, '4, '4- .4, .4, 4 4, 4, 4, .4, NI, 4, 4 44. '4. Ve Nle 4 4 NI, 4 4, '4. 4 NI, NI, sk Nle 4, 4, NI/ 4, NI, NI, 4, Nfr NY 4, NY el, 4, .4, NY .4, .4, NI, '4, 4, 4* 4, 1 0 CO . . •.. . . . .. ...,. '..,...„., .. .' V •. .. .:.:: ...: . . . ,::::, . ... .. .. •• csi . . .. . .,, .. .. - .:::-. .. .. " . . NI,::: 4 4 NI, '4, 4 '4, 4 4 4 4 4 4, 4, NI, 4, 4 4, 4 4, 44. _ 4,.1 < . . .. ....., •:,-.:,* .• . ...... . . • ........:.:2; ..."2,..*::'... . ii, Ve 4, 4, NI, NI, 4, 44, 4, 4 4, '4- 4, 4. 44. 4. .1' .4, .4. '4. NOTE: 4, 0 . . .. . • i'.*: ,.;*:',... •• . , .. . . ,:..".:•.. ..' .. • . • si:J..f .. .. .. •• .. .4..:.:•:. 4, 4, 4, 4, 4, .4, 4, 4, 4, 4 .4, 4, 4 4, 4, NV 4 4, 4, 4, .4, . . : ... :::::::• .. :. ....:::,/ ...,.. ,..... .4. 4 NI, NI, 4 NI, 4, 4 4 4, sk 4 4, 4, 4 NI, 4, 4, 4, .4, 41 0 ,:. • .•' ... . .. . 0 .... .•.*: .• :. . . •..... .• ....-2 .•'• .. :.*. .•* • ' . .. .• r 4*.ir., 4, 4, '4, 4 4, NI, 4 4, 4 4, 4 NI, 4, 4, 4, 4 44. 4 NV 4 1. LANDSCAPING IN THIS CONTRACT WILL BE UNDERTAKEN BY OTHERS. V, 1 * 4, a.. . .• • . . . . . • • .. .• . . .. o •.. .. . .. . . . ...:••• . .• . • . • .. : 4,,f: 4, .4, 4 NI, 4, 44. 4, 4, 4, 4, NI, 4, '4. NY .4, 44. 4, .4- -4, ..4, HOWEVER, THE CONTRAtCTOR SHALL PROVIDE SEEDING,UTILITY 4,1 . ' CO .• . . .•.' 1 .4. .4, .4. 4, 4 4, 4 NI, 4 .4. 4, 4, ..4. ,4, .4. ,4, 4, 4 NI, '4- 4, INTERFACES, PIPE SLEEVES AND INSTALLATIONS AS SHOWN ON THE 4,4- c . .. . . . . ...44 :4:: ... .. ..-4.. ,..... Nle::: 4, .4, 4. NI, NI, 4, 4, NI, 4.• NI, 4, 4, 4, 4, 4, 4, 4, 4, 4, Nle NI, ▪,,,,,., : . .. .. . O. ..• i"..*: . . .. .. .. ... ., . .., . .' / 4, .:4 NI, 4, 4, 4, 4, V, NI, NI, 4 4 4, NI, 4 44. 44. 4, 4, 4, 4 LANDSCAPING DRi\WINGS. NI, 8 '...-.••„...... .. ... ...: • ......••...-.. . .. ..... i 4' N1.. 4 4, 4 4, 4, 4, .4, 4, N.1, 4, .4, 4, 4, NI, 4' 40 4, 4, .4, 4, 4, U) '-....,.... • . II 4, 4, 4, 4, NI, 4, 4". NI, .0 :::-....,,. ... • .. . •• ,... ....••• . . . .' C ***'•-•..•.,, . .. • ..: 0) ................ ".i.*: .'... * 4, 4 4, 4, 4, 4,. 4, 4, ... 2 CONTRACTOR SHALL LEAVE AREA DISTURBED BY CONSTRUCTION AT ' . ; :- NI, NJ, 4, .4.. 4, NI, 4, . ee..... .. ... .. ,. .. FINAL GRIsDE CONDITION WITH EROSION CONTROL MEASURE AS SPECIFIED. . . . c •• -...:•:: 44. • . . 4, ..::::...4, NI, 4, 4, 4, NI, sl, 4 NJ, 4,... *......4, (3) ;I: • . ,:: .,.. ,*•"2".•••,:,:.,,. .: . ▪... .1, 4, .1, 4, 4, NI, 4, NIe 4. 4, 4, .4, 44. .4, NI, 4, sl, NI, 44. Si, 4, ..NV•••' .4, 41 ......„,... '.::"..•''. '.. (I) ,.. .• .. .. .4e;.• 4, 4, 4, 4, sl, 4, 4, NI, NI, .4, 4, 4... 4, 4, .4, 4, 4, NI, 4, 4, .4, NI, .4, .4,.',. 4, 4, 4, .4, 4, 4, NI, 4, .4. Nle .4, 4 ..4, .4, 4, 4, .4e .4, .4, 4, 4. 4, 4, .4, 4, .4, .4, 4, I • . .. . ... . ... . . •:. .. . .. . .. .. .• .. ... 4,:::: NI, 4, 4, 4, 4, NI, 4, 4, NI, 4. sk 4, 4, 4, NI, .4e 4. NI, 4, 4, NI, 4, 4, 4, .4,* 4, .4, '4-.••-••Jr•••...*,,, 4 sk .4, NI, 4, 4, 4, .4, .4. 4, .4, NI, 4, 4. 4, NI, 4, 4, 4, NI, 4 .4, '4- U) . . . . ... . .. . .. .., . 44- ,...•'...40 40 4, 4, 4, .4, 4, 4, 4, NI, NI, 4. 4, 4, 4- NI, 4, 4, 4, 4, .4, 44. NI, NI, 4, NI, NI, NI, 4, 4, 44. .4•. NI, ••4,,•.....1,,, ,.1, 4, ••.,..1,,,.• 4, 40 4, 4, 4. 4, Nle 4, 4, NI, NI, 4. 4. 4, 4, , Ct. EXISTING 4 ::: . . . . . . . . ... . „... .,... . . ,:4., NI, NI, NI, .4, 4. 4, 4, NI, .4, 4, NI, 4, 4, 4, NI, 4, 4, * sl, 4, 4. 4. NI, 4, NI, 4, 4, 4, 4, NI, 4, 4/•-4,• -.I, * 4. ,„.4.:'...' 4, 4, 4, 4 4 4 sk 4 4 .4, 4, .4, 4, .4, NI, ..., : . . . . . . ' ••• ......••,• .. .,. .... I . . . . . „ ..• ..• . . .•• ' 4'.. 4. .4, NI, NI, '4, 4, 44- 4, 4, 4 4, 4, 4, 4, NI... 4, 4, 4.. NI% NI, 4 44. -4, 4, 4 4 NI, 4, 4 4, 4 4, 4. NI, .4, 4'**'.4,•,.. *•., 4, '4- , NI, 4 * .4, 4, 4. NI, 4. 4, 4. NI, NI, 4, .. ... LikNDSCAPING ... .. . .. .. . ...4 : • ......, ..., -4, .4, 4, 4, 4 4, 4, 4 4, NI, 4, 4, 4, .4, .4, .4, .4, 4, ;• 4, 4, 4, 4. 4, NI, NI, 4, 4, .4, 4, 4, 4, 4 4, .4, 4,,,. 4, .4,....■4,"'•••*, 4,4--',4, 4, 4, 4, 4, Nle 4 4, 4, .4, 4, .4, 4,1 •:- : . . ...' ,... • ... ., .• .. .. ''.." 4 4. 4. 4. 4 4, 4, Nle 40 4, 4, 4, 4, 4, 4, .4, 4, 4, 4, + 4, 4, .1, 4, 4. 4. 4. 4, NI, 4, NI, NI, .4. 4, 4, .4, •..4..--• ...if:,. .1.. •..k NI, ''4e 4'...4, 4, 4 4, 4, 4, NY NI, NI, 4, NI, I :'•:• :•:'••••••:••. •••• ::::::••••::: ••• *::-. .. .• ••••'''..'•'... .. C° . • ••:•.'..f..:•,:. ii•'....,•':-. ..)....: „ .. '-•.;',...;., •....• '•-'-'.. '' ' 4, 4., 4, 4, 4, 4, 4, NI, NI, 4/ 4, NI, 4, 4, 4, 4, 4, 4, 4, 4, : 4, 4, 4, 4 NI. 4 4, 4, 4, NI, NI, 4, 4 4 4, 4 4.':' 4 4, •.. 4, NI, 4, '4. ••.4, 4,.... NI, 4, .4. NI, 4* * 4, 4, NI, 4, L.L. • •,;:::.'::.''.:.:::-::•::::•.::::::.:.:..::.. •- :. • •..:""::::.;:*i,:::•:::::::::::-.:/*%%-.. : i,:.:::•:•:•:.:.i....•••••:•,:.: :: . . ''::"::::•.':'::',.....„.. . •.• ..:::: .4, 4 4 4, NI, 4 4, 4, NI, 4, 4, .4, 4, 4, 44. 4., 4, 4 4, 4, .4, 4, .4, .4, 4, 4 NI, 4, NI, NI, 4 4 Nle 4, * 4, SY: NI, NIe.: 4 sle 4, NI, 4•-•-..4, -NI,.......* .4, 4, NI, 4, 4 44. 4, I ......-.......::::...,...:::?...,:',.....:.....::.': -::- ' ....-.....:.:•::::. :::::::::::::::.. '.:.. ,."...-- ..... :.::: . -,:. . . .........:::::::-.. .s,..... . E ..-.::-•:•_:::-.:..•:,....,:,......-,.....-...,--;-_::::-...:•::.: ...,..::::.•:::: :-...... -.: : :: ::. . ••. . . . ::::::,:.:-.-•_:„....,....:.„..................•••••::,;-.:::•:--•. .....---• ..:-.... _..., co •-•::• ...:...-....---.•:-::,••...-..:...-.....::-..:: :::::.::-....::: •. . .. •:- :: :J -- -::-.:•_,_:. --. ::::: ,::,: .....,:,• .-. " i, ':::,., . . :::..... .....-_-,..." ..:•:::::::' .4, 4, NI, .1, .1, 4, 4, .4, 4 4, NI, 4, 4, NI, 4, 4, 4, 4, 4, 44- 4, 4, 44. 44. 44. 4. NI, Nle NI, Nle 4. NI, .4, NI, NI, 4,*•-. .4, 4, NI,' NI, 4, 4 4 4, 4 NI, •'4,... .4, -4. sk NI, 4 * 4, E . . .. r..... ,....,.........,.......,::::::„...........„.....::, „......,.......,.4.....:„. • . • ... . . .. . • .4, NI., 4, .1, 4, 4, 4, 4, 4, 4, 4, 4, NI, 4 4, NI, 4, 4 4 4, .4, 4, 4. 4, 4, .4, .4, NI, 4. 4, 4, 4, NI, .4, 4, 4, 4.,' 4, 4...,... NV 4, 4, .4, 4, 4, 4, 4, .4, "'•* .4, ..4,.'' .4, 4 NI, *I = . . . . .. . . .,... :,.......,.. . ' . ' ' ' : . , , 4 4, 4, 4, 4, '4, 4, 4, NI, .4, 4, NI, .4, .4, 4 4, 4, .4, .4- 44. .4, 4. 4, NI, 4. 44. .4, .4, NI, N(, .4, 4, 4, 4/ 4, NI, NI, 4. 4, 4, 4, 4. sl, .4, 4. 4, 4, NI, 4,•''•,4,'•.•:NI, NI, 4, 4, I 9 •• -• •:. ..:::.:.••.:::..• .. ::::: ...:::::: :••••::..•::::••::::. -...:.,.... ...• •-•.. . . .:.. : ..,..... •.. •. • . . . ... . .. 4" SCH 80 PVC SLEEVE . ..:-...• ,,, . . -.4, ...,, .i, .., ,fr . 4, 4, 4, 4, NI, .1, 4, sl, 4, 4, .4, 4, 4, 4, 4, 4 NI, 4, 4, 4, 4, NI, 4, 4 4 NI, NI, NI, NI, NI, 4 NI, NI, 4, NI, NI, NI, NI, Ni, .4. .4. 4,•...NI, 4,-... .4. .4. v) . .. ,.• il :...•••••......- •:-....-:: ...,.. :::::::::: ..:.:::..--....:•.,..--..-. •,...,.....•,. ,......... : : . .. .... . . AREA`CI .. .. .. • . . • ..., 8 •••• -•••••• :•••P .::: .: ::1••::. I -• .•..-•....-••• ,.. . . , • . . . . --,•:::.::........ .4. ..4. .4. .4. . .4. 4, 4 NI, 4, 4, 4 NI, 4 .4, 4, 4 .4. 4,•••..4/ .4, 4, .4, 4, NI, NI, * 4. NI, NI, 4, 4, 4 NI, NI, 4. * 4, 4/ 4. NI, 4. NI, 4. 4, 4, 4, - NI, .4. NV '4,, 44- .,4, „....... _ .__. . . . THP (5) QUG (4) . •..••. .4. .4, 4, 4, -4, * 4, NI, 4, 4, 4, .4.. .4.. 4, .4, NI, 4, 4, 44- ''•4, -.4, 4, NI, 4, 4, 4, .4, .4, .4, .4, 4, .4, 4, 4, NI, Jr NI, 4, 4, NI, Nle. NI, NI, .4. NI, 4, .4, "4, 4, 4, 4, .4, ***..4, '... :. • ''•••••• s;...,:•.1.•.:••••' ...•.. •111P,/ ..•••::•;:.i.-::::."::;:'••••:'::.*:•'i:•..:::.:::...•••::'. •• l.ri •-••••• ''••• •. .... ..., ••.,. 4, 4, 4, 4, 4, NI, 4, 4, 4, .4, .4, .4, NI, 4, 4, NI, * .4, NI, ..1, 4 4, 4, 4. "4, * 4, 4, 4 4, 4, NI, 4, 4, 4, ..4, 4. NI, 4, 4 4, 4, 4. .4. .1, 4, 4, * NI, 4, .4, .1,.. .. w .•... .... .• U) .. .... .. . . 4 • ..4 .. .... . ..... ....... . . .... . 4. -4, 40 4/ .1, 4, 4, 4, 4. .4, 4. 4, 4, NI, 4, 4, 4, 4, NI, 4, 4, 4, 4. 4, 4, 4, 4, 4, NI, 4. 4, 4, .4 NI, NI, *-•:. 4, ,...1, 4, 4, 4, .4, 4, 4, 4, 4, 4, 4. .4, 4 4,11 I •.. .. ..... .• -.se "il .11pliIiii,.:::•:•m.:: ...' .:-•.::-.., ,:::•.. 40 4, NI, 4, 4, 4, 4, .4, 4, NI, NI, 4, 44. 4, .4, 4, 4, 4, 4. NI, 4, 4, 4, 4, 4, 4, NI, 4, sl, 4, NI, .4, NI, NI, 4, 4, 4, '4, .4, .4, 4, .4, NI, 4, NI, ., • 4, 4, 4, 4, I Ct ,.... •...• •-•-•' .F:.:::: :.:::**•::::::',.,....:.. ..... ...,.. -., .. . . .. . . , . . ... ..... •... . . . ..:•••••:'•'•. ''• -4/ 4, .4., 4, V, `4, NI, '4, 4, NI, 4, .4, 4, 4, 4, 4, NI, 4, NI, ÷ .4, 4, 4. 4, NI, 4, NI, 4, NI, NI, NY NI, 4, .4, NI, : 4..- .4, NI, : 4, NI, NI, NI, .4, 4. NI, ..... . ..• ,../... I ....-- ' ,.• ,:... ..,':::: i.::::::-:::-.,.f..:' ::.::-..... ...,:e'.. --,.. . ... ..to ... • ...., ., .. >, : . .. . .. . .. . . .. . - .•:•-•'':' PLAN:2/H' • I •• : • •• -•-•••• ...... .• ..•..... ... ........ .. " ". -. . . . . . •..• . . ... ••• ........ .' . . .. . ••.. .... 4, 4, 4, 40 NI, 4, 4, NI, 4, .4, 4, .4, 4, 4, Nle .4, .41, NI, 4, : 4, 4, 4, '4, .4, NI, 4, .4, NV NI., NI, 4' NI, NI, .4, NY*, 4, • NI,„ 4, Nk 4, NI, Nfr 4, 4, 4, 4, 4, 4, 4, 4. NI, 4, NI, NI, 4, .4, 4, .4, NI, .4, 4, 4, 4, 4, NI, 4, NI, 4, 4, 4, NI, 4, 4, NI, 4, 4, 4, 4, NV. '..4, 4, *... NI, .4,. NI, NI, NI, 4, 4, NI, 4, 4,41 4, 4, 4, I :::.:,:::,::,:,.•,:;::::: ,,,'.,.., •••••.,..,: •-•••••,.;:••• "•::.•.:,,,,:.:*/ „ .. . .. .. ... :: . . ..• . . ,•••••. :'..... 4, 4, 4. 4. 4, NI, 4, 4, .4, 4. .4, 4, 4, 4, NI, .4, 4, .4, NI,:' .4, 4, NI/ .4, 4, 4, 4.. .4e. "4, 4, .4, 4, 4* 4, 4, 4, "••4/-: 4/.:•".4, 4, .4, .4, NI, NI, • 4, .4, 4, .• . . .. .. • .....1.:".:::::?.::::::::: .....:::/-.::-:''.....• ...' '''... '...' . • • .,..,..., ... ... . . . . . • ';'.:- ''" ...•.:,:;:.:..i.:Y•.*::1;:.....-',..I........:::,...j',.... .,.: . . . ... ... .. ... .. . . . . .. ..'.1.::-..".-..... .,,,:.::::-..-'.. ..-.....,.*7.:. •.::::...../*.. I ••••- ••." " • • . . .. •.. . -..... 4, 4, NI, NI, NI, NY. NI, 4, 4, NI, 4, NI, .4, .4, .4, .4, 4, .4, .4, 4, 4, 4. 4, NI, 4, 4, 4, .4, NI, 4, 4, * NI, 4, .4r i 4, 4, * NI, 4, 4, '4, NI, 4, 4, NI, 4, CDC° ., • • '' • .'..":••':,'';':".:*.•;:.: .;...•..... .... .. .„.. .. ...... ... .. ........... .. ...... .. . .. .... ...... . .... .... ..... .. ..... ... ...... - . .......... . . ..... ............. . .....•••.•„...,.•,.... • ..,,,.„..... „... •.•..... 5 .. . .. :-ris...,:x.,....:.,.':.;...,,,,...,,- ,x....r.f7r::::-.m:::::.ir •-•,.!::......*::. - ......---....... • ... ..... „ . -..-•..- .-::::::.:1-...':',..'..---: :-.-,...., ..----;-:,. ii::::':'..::,::::-......'''._:. .:-,-,-2-.-::::::::,-.:::::...... ............. ......,......„................,.. .. -..., . ... . .. . . .. ../. .. . NI, 4. 4. 4. NI, NY 4, .4, 4, 4. 4, .4, 4, NI, .4. .4, 4, 4. NI, 4, 4, 4, NI, 4 4, NI, 4, 4, 4, 4, NI, .4, * 4, 4e... .4. %L.-' 44. 4, 4, NI, 4, .4, . -• 4, I •••• .... , ,;•:`../.......,. . .•. , .*1 , ,...,,, •*''.•••,•:::::: ::•:. ...:'•.:'' •'•• •:,••••• • -......•••• "*•••• •;•••''. ..::••.•:•:,::::.::::,....--.••.... .. .. ..... .. .. •••'''...;;:••••',.;'.•.:::.;:::.,,:•:•1::::::' ...", .,,•:.::' ' '*'..*:::"..... •••••• 4/ 4, 4, .4, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4' 4, NI, 4, 4 4, "4, 4,. 4, 4, 4, NI, 4, 4, NI, SI,: 'N,1,-* 4, 4, 4, 4, 4, 4 4, -4_., .. . . . .... .... . . . '',.::•,.......;„,....r•...,::-.'',. •• '-::...:.''* ''., '.. .."., •":::::'•. ...,........ .. ......,.../..:;*•:i•:*:::•:::::',„*"-%. .•' ''''. ..... ..,..''. L7 '**:,*'*.-:.*:..*:'•:':',2*'. ..... .• .. V, Nk .4, .4, .4, 4, 4, 4, 4, 4, 4, '4, 4, 4. 4, 4, -4- 4, Ve 4, 4 4, 4, 4, 4, 4, 44. 4, 4, 4, Ve .4, .4, 4, 4, NI, .4, .4, NI, 4, 4 4, 4, a) . -- if:..::;:;,:..;,..::::„.•,..,,,,,::,..2...,...::::,........, ...........:,,......:,4 .,.....;::..:::::.:::.--...., „. .., ...::::::.:,:; :::-.. . • . . . ., •• .... ....,..: :.... 4, Ve 4, 4 4, "4,. NY 4, '4, 4, NI, 4, .4, 4, NI, 4, 4, 4. 4, '.4, 4, NI, NI, 4, 4. 4, NI, 4 4, .4, .4, 4, sl, 4, .4, 4, * NY NI, .4* 4, 4. 4, 2 -- -----.1.Zi;f:-.:..:,?:',..*.. '-.:.. C...*:::1:::::s;-:,; .........'iPLAN...4 •:::*:..:::::::::' !:::::' - ,........., .: -..::. •••. .. . . ... ......., .• ..• 4 4 Ve .4, 4, '4, '4, 4, 4, 4, 4, 4, 4, 4, 4, 4. * 4, 4, 4, 4, 4 S. .4, 4, Nle 4, 4, V, 4, 4, 4, 4, 4, 4, NI, 4 4 4 4 4, 4, •..... • ....• :...*:..',2, ....."...".•' • *... ..''''.....'"•.:' 1 Cl.. -1::' ..:.::;''?',:; .....;......,•,.i':.;';1:::::;::::;:: ;;.::::::::::: :::,:";:.....-; .;.111"Iii...:`: ..,i'::::' ';::::".::". ".•.:.'.::.1 .. .•..' . •..., : *-:•.:•.•:;,::-,• " •:.;•.:.:::•,,,•:....,:::::.•::•••• .,..::• .:;" •::-..•'...••. . ::..,••...-•'..' V, NI, 4 4, 4 4 4, '4, 4, 4, 4 NI, 4, 4, 4, .4, .4, .4.. 4, •: 4, NI, Ve 4 NI, 4, 4, 4, 4, NI, 44- 4, 4, 4 4, 4 4. 4, 4, 4, 4, .4, ....„..,„...,,,,,,,,.....,:,.......-.....,,••••..:.',..*,•::',...".......:4'..:''....:.:".......:::',''' .. .../..• .•..'••••;.;:,..„,••'::,••'•., • . ... . ...• ... . . . . ....-.•.... "D . .. . .. ... . ......,-....,'''''''...*.•-,.., .' :.-....:,,,,/::::::::::::::-.:..:.:::.'''.:. • • • • .. .. .•. .. .. .... 4, 4, 4 .4 .4, 4, NI, 4 NI, 4, 4, 4 4, 4 .4, 4, '4 4, .4- 4, .4, NI, .1, 4, 4, 4, NI, NI, NI, * 4 4 44. 4, .4. NI, 4, 4 4, 4 .12 .•''"...•:;?:*.•*::::::*:;:•:*••:....•.':',.... . ... ... *'. .*'-::.. ' *.......:••..".',:••'.."••.2.,:l. .• •., 4, 4 NI, 4, 4, 4 .4, NI, ...k. ,i, 4, 4, 4, .4, 4, 4, 4, 44. 4, 4, V, 4, 4, 4, * 4 44. 4, .4, 4. .4, 44. NI, 4, 4, 4, 4, 4, NI, 4, I I ..••:.,•;',.;:,...;•:.,":..;:',"..,.; .. T.:.....',"........"..',."' '. ..."..*.ee':./...1.•' '•111'• ,:........'**"..! !!!,....'..ii,........„ '..S. '...'•:.....:•:... .:•.,. :* :.***•:::%.:'::.•*;....-•''''•• .'.'••:;,.',.,:::..-•" :••• ' .:•"':':'.-''':'''•:':::: ::: .. ...../ ...., ., :::....;•:...... '''•'''..,',:0',....,'. .• ., . •...•4 "*. 4. 4, . 4, Nle 4, 4 NI, 4, 4' 4, 4 4, 4, NI, NI, 4, 4, 4, 4 4, 4, V, ......- ODOR CONTROL c(1. • 4.4.-. .:::;:-... 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NI, 4, NI, N,I, .1, 4, 4, NI, 4, 4. 4, 4, 4, 4, 4, 4, 4,• 4, 4, * NI, 4, 4 4, 4, 4, 4, 4, 4, 4, 4, 4, 4, .4, 4, .4, cs,%9 PRO/CI:re, ..bC : -. ...,' •.. • :::;:: NI, '4, .4, 4, 4, 4, 4, 4, 4, 4, 4, .4, 4, 4. 4, 4. .4,......4, 4, 4, NI, sl, 4, .4, 4, .4, 4, 4, sl, 4, 4 4, NI, .4, 4, 4, 4 4 I O ...<.:;,..*:.... ',....1**.:. **** .... '...:•:.': ..../. OF CONNECTION . .... •44.,.. 4. .4. 4, 4, 4. 4, * V, 4, 4, 4, 4, 4, 4, 4, '4, NI, •,-,..4, *.,. 4, 'Nk 4, 4, NI, NI, 4, 4, .4, NI, • V, 4, NI, 4, 4, 4, 4, 4, 4. 4, .4, A 0 I N. WO ... ....... . . ... . ... ... .. ... ... ..... .... . . . .. .. . .... ..... .. . „. . ... ............-... .. ... . .. •':•-.::.:::..-.'.. .. .... . .... . .- •-•... .. . ... ......... .. ............. .. -••'•••.• ••• . ....•,...... . . . .. . 1r • # U) • . . . ....' - "i.:::::::::....:f..:*';':•j' :"::: ''..,•:. ''.... .:•::ii '''' ..-•-•:;....-...-: *...-'.... ::•:".:.:: .,•••:::'..........:::i , ''...:-.:. '..**...::•* . . . .. 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LANDSCAPING DRAWINGS. ... ..t. •• - •-...:.„ -:-.:- 2 1 ,.• :: ....:::::::::,....:...:,:............:::::•..,-....- -..-.•...2.•, hi -.... .... - . ._..... ........._ . 11111111111111 • IIIII IN OM MI Ann=Mill 111.1111MMI NM MI IMIMM MI MI IIIIMM MO In MUM=UM M WM=MI 11111MM11111,1111111.1111111MM M.M MMIllf,' lm'' ... I PL ' N 7 I .PL 'N'f.8.::'...::." 1 MATCHLINE 000-1_-0'15 2 CONTRACTOR SHALL LEAVE AREA DISTURBED BY CONSTRUCTION AT ".. . ...,.. • I •-.:-.Ji: • : .....•••:::••• ...•• ::.•••••• ---- ..k. 4.....!...±....i!::..:.:•:::::-:'..:•.,:-..,:..... a ' FINAL GRADE CONDITION WITH EROSION CONTROL MEASURE AS SPECIFIED. ,._.,..„,..1 ....:...,-:-....-:- ' ...„. . . .......... ..:... .....: . J _-_-.:::: :::::,:',-.„:.•_,...:-..... ... __,1 . ...... ...... ...... ... . . .... . . . , .:.:........ . ,.. 14) WARNING SCALE 0 I SUBMITTED BY --- ,,, LANDSCAPING SHEET: 138 OF 01 1.11 0 Iii 1 DESIGNED C. 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' .. .•, . ..- ,. ... • • . • . . ..,...•.••.. .•.... • •. ..., .. . ., .. ..,. .. . . . .. . . ... . .. .. ... .... • .... •-•.-.. .. ...'.........,.,.. ......,...... ....,•• •.. ..'...... ....,.,.......,......•: ..L....,..... * I V, V, 4, 4, V, 4, 4, ,L,..,. V, 4, 4, V, 4,..,:i.:*. .,.,..., • • • • 11111■ g .1, .4.. + .1, ,,, ‘,.. . . -....:. . .....-„ii.y.....- PVC SLEEV .,,•- . . . . . . .. . . .. . . .. . . .. .. . . ..... .. ..... I . . . . . . .. .. . . .. .... .. •.. ...•.. .. •. ....••.• .. ... .i... .. ... .. ... •. .. ...:. - - ..• . .. . .. .. .. .. .... .. ... .•. .. . . .. . . . . . . . . . . .... . . .. . . , ... .—.. •. . .. .. .. . „ .. ... .. . .., ., . . .... . . .. . . ... . ... • • . .. . . ... . .. . . . . ... ...... . . . . . .. . . .. .. . .... .. . .... .. . .. .. .. •. ... ... ..... . .... .• ... . „. . . ...... . . . . ... . . . ....... .. . .. ... . '''''.::::::.:....:::',,:::::::' '..,.... ''''..::::::::•:•.::''' ''.::: •••'.•.•.•:: :-..'1:-•:.,: . . . . . . .: .. . . .. .. .. ..../ '''' .'•/•.' .•,:. .,.. • . .. .. .. . :.„ ....••• ..,..• ..... .. • . •.. .. .. ........ .... , ...: .„• - • ''',,•::::::...::.:.::..,.:'• •-• •••„ •....::: .. . . ... ..-: . ......-.T...:','".- '..'".•.::::7'-'----"-- ALR (9) NEW IRRIGATION . .77 ......... ... .. . . .. ... . .. .. ... .. .. . ... .... 4441444,,,,,,,„...0 ...., ma. .L. ....1, .10,1, NI, 4, .. .. . - •••• ..: •f :: CONTROLLER . •:, .. ••• . ' ••''. ' •.., EXISTING . . ..... ,,...::„....:::•:... ...... ..„ . . .. .. . . ...•. • .- .. -• • • .. .. • .. . .. ,.. ... • .. . .. . .... •:....:..... .•:- ..-.:.:-• ...-•-:, .. . •--...::::..:•••• \QUG (1) LikNDSCAPE ... . . .. . .. .. .. ... „ . . . . ... . :.: „„:„....-• :: .:::- ..•:„.. : .....• ..,....... ..„,.... „.. :: •• - . . . * . .. . • . • . . .. , . -..... IRRIGATION BY OTHERS, ., * ROCK ' -•-..........,. , .. •. ... 4" SCH 80 PVC SLEEVE ,''/ / ,,....,-, , ,,,11040011140101 /.: .......:: • .::•.:•:.,....„.....,••••.• :::: •-•:-..-.--.:.:::: • ..••• ....-.......:-••• •••••.....•-:--...-•• "-..„:„,,........:••••• ...,::, •..••: BUT CONTRACTOR SHALL GARDEN •. . „..... V/ -1411 ^^W/- • • • • -..:. . . : ..... ..:.: •• PROVIDE CONDUIT AND •• -•..-:-. • -- • • .• .....,.......•.:... ...„. ...... . . .. .. ........ . . .. -•••••: „...• .....„..... ......„ . ELECTRIC CIRCUIT ON . ..... -: „..........,...........„,. '1100VVYW--- r. I „.....:. . 1 ••.,.. . . .. - ... ., •-• , • . • , .. . .....,.......... . • OUTSIDE OF IPS WALL , .... ........„ .. ...: . . . • .. . .• . . .. • 11111 4” SCH 80 PVC SLEEVE *::•..... ./WSA0OVW---'. ‘F"VV‘V 7 I LIC) .:... ..: --. •• ,, ,,.•---•' • • • .. .....•.• ,.. , - ' - .„...... „. . ,.....• ... „.. •••„ .. .. . • 1 ,, , . . . ... i • . :. . • • .. . . .. : .• •-....:•• . . . .•::-.....:.-.--... -, - . ,7,11011111111111*M1111111111111111111*■*■1111•1 11*.101111111•111110, ,, . . .. . .......i...: .. . 7 7. .' '7... 7 7 7 7 ' '• ' :•.:-. . . . ... .. ... .. .,..:.. .• .„........, ............,........:........„....... .... ......,. . ...., - . .• •,./..........,...„:..• : .....,.,....,. ... .....„...-----.. , .. . . :: .•,,.. IRRIGATION POINT : , • •....„.. ...........„...•..•... .. . .. . . .... ,, ..i..,, • • • - • .. : :.: .. ; .... ., .NORVWS#044#10400WS/VSfr.. •.:::**: I .6 . • ....... ...... . . :••,.•....., :: .. : iii OF CONNECTION . . . . . . :: ,. ........:,....::::::•• ... - . *.•:•:••••': .:..::.„,..• *'.. .•••••::•:';■•■iWLAILA :::.,.:,...„.:::::: :: • ::: .. „ . . TO 4" RE/IRR, SEE •:. ...:.."::. . .. ... . . . . . :: ■Fr :, monorwIrlrilrA6.1rAlir,t, • 0 .... ::.:........ :: ...„. .. .. . . .............•• .:. • •:: . . • DWG 000-C-044 „ ,...:. • IA :: ..". ••••....„: ......„.... •......:::::. •,.„:„..„:„...,.......... . :....„........„ ,.....„:„.,......... : .•.• SEEDED ,....... : : N7s . . ... ....... .„. . . ..„ , ... :.. ...... .::.•,.. ....... ..:.... •••• . .„. ...... ..,.... ..„......, ..:::„:„.....::,..„... —..,......... .........,..„...:.....„...„..:: :•••••:..... • • :..•. . ........ . ....,...:.. •.. ..... ..„.• .........• ... ................. ... ............. ..... . . •••.••••. ........... ..... ,........ „. ....:::::_,•::::::::::„,„:„..........,:.,........,...„::::::::::„:„.„:„.:: :::::::::::::_:::.... .............. .. ..... .......... ... ...•...... ...•.....•.•, ...• ...........„... . . ......• : .. -,..., . :: .. . ... .•.: :: •.....„.... . .• .. .. , _, . .......• ....... : ..... ....„.... . ALR (4) ----... -**'!* *:. ... NiA001M101y4io" *'•••• '.... .::"...:.• I Z • ,-::•••:.: -..... . ........ ..„.„.... .„........ .:„....„....• . . ..:::::-.....':.....: - •• : . .• ... . - .„,....•• ..•........• . :. .... -..... ...... ..::::::......:::.• :.,.. ... if:: :: .. .. ......... ::: ....., .....-• —I . . :-1 , •••••• ....:• •......„. ,. •:.:. :„ .,...-.:-.•••:•A..,-.•:••••••:;„ •.....': ::-...::::::::;•:.. . •• .. ••• •• •••••••-•••••••••':*"."-..-- FRL (3) ••• ••••••4•• •••••••• . . :.... • : • -*'"••••••..............:-..-.. i .:::•:,-::,....•-••••.::::::::.-•:•••: ..:-.••••.:-:::.::::::•::::::::::::•'::::•-•.. •-: .--::......---••••..... „.......,.......... .. .... ... . . • • I 1 ••,:::.:::::•::::::::n::::::'?.'........• :'...•.::::: ..., '... '''''. . . • .' • . ,• . . - • • . , 04140 , PLAN i : . • • ••-•••::::: .:.::..:•....:::.. -•:-....•......i..::. --,,,,,,:::::::::,::::::::::::•::::•••• .. .... .......... ... . ..... .... .. , . ... ... ..„.....:::::::....,::..:. ..., .•.' ... . . .:***.• ...'• • ,. ... . .. . . .:.:: • ....../......:::„. , .......... . i a . ... .. .. ••• •. :•4:. . .. ... . . .. . .. . ..... .... •• ... ..„. , .. .... . .- .. . . .. ... . . . . .., .. . . . . . . ... ...,.. ... .... ..: - ......•••' . „ . , . . . . . . .. .... ..... ..... . . .. ... . . . - • ... • . -.....:,..::. • •. •••.• •. ... .. . . ... .......„.. . • i"-- - -- - ......:.:•.:, ......-.••• . •.........-.•-• ; . . .... .... ........ ., . THP (3) ......,- \ ..... ......„ . ••• • ....... . . •, ..........•.„. • .• . • ........;........... ..............-.,... .......... ..---.......::::•i•••••r::.::.:........: •.....• ....... ......... . . •• ... ... .... .. ........... . , ...„. ....... . . . . ..... „.. .. . . .. „... .. . . ........ .. . ........ . .. . ...-- ........ .. - :........„,......:....•.:::::-:::-.::::...::.. ...r.„,::-.......•:-::::.•:::::-,:::::::•:4.::: --.. - .......:-.•••:...:•::::,.::::•••:•-. ---"• :.•,:r....•••••:•::::::::::.:• 1. TSH (3) • I . •••••::.•--:••..4:-••,..-, ALR (5) .. .. ... .• . . ............... „. .... ......•. .. ... .... .... • ••••••••.......:-•-.:::::'•••••••:, • -::.••••••.::::-::•:••••••••...::'•-• . I I '..:'•••..'•.:••-•..•-•••• .:::::/:•-::::••:::-....:. .. .....„ ••••:.... • .... . .. .... • -- - TSH .......::::::::;:•••;:i.::-......:::::::::-ii-::•••••.•:-..- . .. , PL A C 1 PLA:N 4 I .. .. .... .:. - • .. . . .. . .: ......:;•• - . ....„ .. ....:. „„„:„...,•,:......••• •••• •'''' '''' TSH . . . .., . . .. . ..... „. . • .• .... . B • 4" SCH 80 PVC SLEEVE.4„,--..d..„---41,110.- \ .. oi 00---70or 1,-... . . . ... . • .: ::........ , „ . • -... ......... ...... ...., ....-.,„.:„....:::::.:.•.. ..... . .......,...., . ,. ..„:„. „:„..„:„,..... ., ...„..... . . . . I I • • . . ... . ..:.•... - .......-.......... ... ...::.• ... ..::••-•• . .: .::. ....., . ,•-: .... • :,.:' .. 'i.:. :::,.. ......•:. ........::„.„.::.• •-„,--- •:-... THP .....-:...••:.-:•••:-.:•;'•'-.-•:,;•••:-...r....„. .••••*••••••••-•••:::::::::,:•'•-:•-::-.:-.:•:.•••:•:-..-.- .... . . . ., . c •*'"' AL-.-.::'..:',::;.; . . ....:: .• „. • ..... •-:, -::. :. ::-.. ........---;"::-.-::::•;•••••:.: .... .... • . . , .. . , .. . 0) ",,...-.........• .... ... .. • ••• • • • • SEG (2) •••":":. ::::::-.••• • ••:••:•:•.:•••:••••••-.•- . • . 7. f/.4,-If/./... IN E. 'f" . :....:, ••. .. •..::::•:•,•-"•••••::„..,:., •••••••• . ....•.:.:.. -.. ..... .........::, .. ..... ....:.. ...:• .:..:::: ., - -• • . . . . . . : .,..•. . . A••-• A'C' I .1- . :. . , . • , . • ' '.' ' .:: ......: ... ....:....:..,...:.::••........!.,.......,:..:l. , .....::„,.......:....,•.'•...:........:•...,...•,...:..,..'' .. ...:: . „. •■ .I '‘6. P W' ' '••'.'/.....? PLAN 6 1/./. :,.:.-.-/ . - ."--"."a I .. . .. .. :,...:.::.•-•..•:....... . ,:.. ..‘ .••••,::: -,:„. ..,„...-.:.........::,' ... . THP : • .... 1 ,,„,,.,...., 1 •............ 0 :L.....• . : 0 I- • 0 . ,.,,,,..„... .... ... . ...•• ... ,..„ ALR (4) ,.....::,..•::.--,•••:...., .........e.,..:::: :•.i..:::......::::. ••••••••:.•••:•:_•........ u) _.... • .1. _I ......../.: ..... :: •.......:„...... :: . .:. ... ...... .:. • ......•.•.,...,......... . . . . .. ... •..„..: _ __________ ___ a. :::-'...::.::::::.!....,:.1:::ii. ..:.: . .. . . . . ... . .... . . .. .. . •. ..... .„.... ::•.:....:,.. ..........:. . :41..,:,...;z. 0 - -,.,:. ,. ••..,... .:....• . .. •::••....••..:„. „..........• .•. .: ...., .::: 1.---1,......-- -€5) 1 :-•::::.:-... . ,:: ....... ..„.,. ....,. .... .......:.-........• ....,•... ...::::.-....,..,..... ... "::... ...:::::::. •.::„....:„.::•.„„....-.,.. . .. .. :.....:::...,....„. ., . ..... . 1 c ' ..':::::...=.::•....:;>: ..:: ....„... .....: -:: .::. ... ,-.......::::!..r. ..:-:. .....'..-.-.-..... :-..... ....:• ••,..,... ,.:.........., -••.-..::•....,:„..:••.:.•.. •.. ----• ............... . ,.. -----------...... .. . • - -.......•;., '. :::::•.. -.::. : ..... ... .• , .. .... . •... 1 PLN 7 a P - N 8 : .• . . .. „ .••. :: •:.:: .,. •. .. •. ,... •.... .. ... .. .... .:„.. ....:. .... • .. ,..: - ..:„.•::::::,......... ..•.••....:••••••„:„....••...: :•:::::::::::.• •:-..,-,,:::::...: ---... ---1.::::::::•:::::;::.:•::::::::::::::::::::-::-. .. . . . . .: • . . ., • :::::.:-.....-....... • :: -... •• - • ••••••••••••.,................ . .... ...... :•••: . 1 . . ... -..........„...:.. ••• • -, • ...-..- ::..•.•.. ., - . .................. ..:::::::::::::•:::',...:::.•::::::-...:. /'':::::::Ii....:,::::---- ,.........•••-• . : . . . . . . . . . .. . . .. . . . . ........:::......--....::....:-• . , .. • • .- ,..: ...--- J.:,.. : ..,.... . ..... -.... •• . . -0 —1 . • , ...„.„........- -...,.•. „•-•.•....- . •• -•-• ••- '-'1. '-'• ' •'-'..-::-::::'... • . . . • - .-. ..........., -......•••„...-..:••••.•••••.„ • ..,...e• - — . . .. . . .. ... • . .. .. •. . . .- .. -...:-... .. ... . .......... ..„ ....• : ........::::..... -....•.- ........ I . . . • --- . .. . . . . . .• . 03 .-...,.....,;...,..•:--'• */ . .. ...-'.-........-..-- .-r .-. .. .• . „ . .. ...., ---... ....... • ....,-• . :-.,-.--:-.. '- ... ... . .. .. . • . . . .. • .. . . . . . . . .... . .. .. ...... ...... . 2 .---:.-.4..-....-.-.....-,. . ............ . . . .-..--,..... ..:.. , ....„. _..1 • ....-- -... ..„•:-..:...-..::•..... ...• ....„.•......:::::.. . ...: ..... ,:::,.....:•., ,---„... - ,„ -.'s-.------, :- - .. . • ......... ..,:, -...-..-. ••„::...•..• -:. :-......: ..-.........•...,.•. ....... -..... . . -.. .-. ALR (4) C ..., ......,.. .... .0) ,,..„.-.<-:.., „....'.,:::,:',... . . . ... •••... ... ... .. .... ., .,. . .... , .. ... . ....„......:r..•....,,,. . .. .. ... . .. • - ' .•........ ... ma' .. .. • . 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I : .. . . •' .•-• . .• * - • .• 4, • c? .... • . . . . . . . -. - . • . . . •- ...-_ 15'■'■•••:,"".••■■.,..•••:-...1 ...,.•. .:::• . . . :.-.: -• ., . . . ,• .. , ., . •. .. . 1.4.4 I • - . . . •• •••••••''' r — . .• . .. • ...„. .• 4: . 4902 : 1 • •-•., i:::::,.. ..- .--i .. . E .. • • .• ••• • . : . PLAN.' • ••• — • •• '1:11- ' ': IZ--.::.::._ ; .:.::::.".•-•:..:..:,:::,:, co . . •• • - - • •. .. :. • T . .• . . . .. . • • . ... .. . .• . . ... .- :..'-;-- ,.•' . • . . .. .• c ,oititer) LP- I I ,_.. .....:•-:. ••. •-• ' ..-.:' • • . - - 1 i • -_ .. . „ .. . . - - - ----- - . , : : ::::..: .••• .::j .• .• .. •.-:•...::::.::::::::• 2 • . . . . 4yiarj.. '0 I . . . • .. . • .... • .- .„.. :.: -•-..-.., .-- ..:.,••' .. . . . . ,, ,. . . . .. • •-- ••. .i-:::i':-.... -.i,• • •• •::$. .'*:.ii-, :I; :::::::•••'.•'' ''-'• 1-.... . . .. ED- I I . .:•• • • • , •:-..:..• : :: ::_... •.....--. - :' ::•'.:: ..- ....• ,.,...., .. . . . . . ..;.... n.....,,.....i,;.....,..... ,....• :,.:..•••••,..:,.. .,.,.. .. . . . . - . . .. ' . .' . .. '.. -- .... : .. : • . .. . . • . . P/IN K 1:1/4‘ . • 1 : .•.-- : - - •. - ... . • • i -• . , i , :. i •••-' . . . . . . ..: : _. .. . , : .. . .. . : . - :- ::••,.- ..::-:•:,. •:: .:-:::: .-„. .• -.. . .- .. :., :.. ,•• ..• . .. . .. • •• . . ::::.... - .• . . . .. . . . . . . . . - . . ...* . .. . . _. -:.::•:.••.. ..: ,: ,.....,..:. . . is.".-, . .• EXPIRES: 6-30-05 • P.' 'A.: . ' c •-I :...'iOijk.N114 -.:!::;:il,':::: • .: : . ..... :. .... . „. ..,.... . 1 •• - •••::::•:::i,•••-. ',:,.::. .::::::::•-::....:.•••::: ...1- . . I '.. . . • • . . . . .. . . „ - • .•• •... •.. •. . . .. . . . . .. . ' • ' • - - : : ..: ' •• -' 1 . .•• . . . • „ ... , f . ' . . . ' • •• • •*:. .••.. .:•:•••• . .. . . *. ta I : ' ..,.,.. , • . ' •• •-.. ' • • • ,..„ :. .. . :.-,..... . . L . : — . .....:..,I. •''::.'... i .. ......,'-- 1.-s-';::.: . •' '..:::-...-...:.' .Ii.. ..,•'.-:•.1 . ..-l'..•'i... ..:.:::.:.1::;::::...:•..,...:-:. .. ..-:.:..i .....::., ....,:,..:—•-•:. . A.,...... ... .:T.,::::!1,-.....::.-•:.;•-•-:::::::.•:::..:."..i.:....::.........A H.::..''% 2 . i .. .... . . , .....:. ... ..• .. .: ..... ...... .. ....• . • .. .. .......... .. . ..•. ., .._•• •• . . : . _,... , . . . : .. . . . .. * 69. I I . • • . .. . . . . : . • NOTE:, • :. ::*:•••:',-:.::-. M ISLA:•.::..:: !'•,:i'•:•• !;...::..'::::•-• ' -•.•-:•!!..:..:.; 4e) • • . • .: :.•:::••-.- ,• ,. -.. . ' ' 1 . P vil ,-- -:.:'-...-1,:: .' 'PLAN.-6: to, 1 i . - . ...,............. .•,..."•. . .• . ... ....... ..,::::::..-•,::. .,::•:„. . ••• - . • 1 • . . •• -- --- 1. LANDSCAPING IN THIS CONTRACT WILL BE UNDERTAKEN BY OTHERS. - ' •• •. --- •••• -' :•. •• ,:::::.•PLAN•-.:••••::: :: ,:••• •••-•:.. .. . .. . . . I I .• • . .. . „ ... . . . . . ..'.... . ' .. . . , . . . . . . . . .. . • ,.'. ..... •,'. '" ..' .• . .. 1 . . .. .. . . .... •: -• ..i••• • • • • • •• • . • • • . HOWEVER, THE CONTRACTOR SHALL PROVIDE SEEDING,UTILITY . .. , . .. .. , 69, 1 I — • .— • • - . - . . .• ..... . . . .. INTERFACES, PIPE SLEEVES AND INSTALLATIONS AS SHOWN ON THE -• ....— ..........,... s.,‘„1- -',.4.::, ,,, ,:s,„_.,;,,....,:iii.•......ri... 0. , . . . .. . . ... . .. . .• . . .:.„ ...... ...s. .......,..... ".,..-.,::?.....!.4‘,.::::,,,,,,4:::;,..;;,:;„,;;;.,:4-.../4 . . I I .' - . . . . . . . .. ... .... . . .. . . . , . ... . ........ ..• ./. .: f •••• •• •• . . ' . ' - . •. • • . . ... : LANDSCAPING DRAWINGS. .„ ,. i :,• .., . .:-.-• - f..:........„:„.....2*::::.1::::,;:m,:s:0,:::::::2:-:::::::•!•:-• - It • 1 p , N 1 1:::::::::::::::::0+,,:.::::/4i...:::;:.:::,::::,:::::::-..1 2. CONTRACTOR SHALL LEAVE AREA DISTURBED BY CONSTRUCTION AT -.:. 1 11.3.;,..<:::,..j%*;/;',:'..,,,* i . . .„......... ...... :::.. ---, .i..5-::;-:::.<:,w2:;,;*":4-"%":::,<:-..::".....:::1 FINAL GRADE CONDITION WITH EROSION CONTROL MEASURE AS SPECIFIED. L.,....-..........:. __ii_L:::',—*:::;.:44;.. ::.4,,,:;; ::.-:;."...:J - 0 ,... Lo SCALE WARNING SUBMITTED BY o . . LANDSCAPING SHEET: 142 OF 01 Lo 0 16 1 DESIGNED C.WHITTAKER (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ( ) M INH IN ASSOCIATION WITH: DURHAM FACILITY SITE LANDSCAPING DWG: 000-L-017 1".20' IF THIS BAR DOES DRAWN R HUNTER PHASE 4 EXPANSION PLAN 8 .c) CleanWater Services -o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL Our commitment is cleat. DATE: 21-DEC-2004 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 GENERAL NOTES MIN THICKNESS+1/8" II z z m z - D -- GENERAL SECTION CALLOUT gig,+ fi, m ;� o THESE NOTES ARE GENERAL AND APPLY TO THE ENTIRE PROJECT ALL GROUT SHALL BE NON-SHRINK GROUT, UNLESS INDICATED 316"MIN - . ir N EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE. OTHERWISE. SECTION LETTER a. STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO UNLESS OTHERWISE SHOWN CONCRETE WALLS AND SLABS SHALL BE . z MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE COORDINATED REINFORCED AS FOLLOWS: #4 @12"EW, CENTER OF 6"SECTIONS; #5 @12" A SECTION A 31/4"± .6 SPACES•I ci t- BY THE CONTRACTOR PRIOR TO CONSTRUCTION. BOLT SIZES,TYPES, EW,CENTER OF 8"SECTIONS;#4 @ 12" EW EF OF 10"SECTIONS;#5©12" MIN W - AND PATTERNS SHALL BE VERIFIED WITH THE MANUFACTURER. E EF OF 12"AND THICKER SECTIONS. SCALE: . 6" ai ALL BOLT PATTERNS SHALL BE TEMPLATED TO INSURE ACCURACY SHEET ON WHICH SHEET ON WHICH co OF PLACEMENT. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT SECTION IS SHOWN SECTION IS CUT - RIB WATERSTOP 6 WITH THE FORMS OR THE SUBGRADE. CONCRETE BLOCKS(OR S-101 a MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS,ANCHORAGES, DORIES)SUPPORTING BARS ON SUBGRADE SHALL BE IN SUFFICIENT REV 040699 RECESSES AND DRAW IN UT REQUIRED REVEALS CON SHOWN ON THE RAW NGS, SHALLREL NUMBERS TO SUPPORT THE BARS WITHOUT SETTLEMENT, BUT IN DETAIL CALLOUT 6" CENTER-BULB WATERSTOP PROVIDED FOR PRIOR TO PLACING CONCRETE. NO CASE SHALL SUCH SUPPORT BE CONTINUOUS. � S-103 DOWELS SHALL BE WIRED OR OTHERWISE HELD IN POSITION. THEY DETAIL NUMBER REV 080999 STRUCTURAL DRAWINGS SHALL BE USED IN COORDINATION WITH SHALL NOT BE SHOVED INTO FRESHLY PLACED CONCRETE. MIN THICKNESS+1/8" z z m z MECHANICAL, ELECTRICAL,ARCHITECTURAL, CIVIL DRAWINGS AND SHOP -I r DRAWINGS PROVIDED BY MANUFACTURES OF EQUIPMENT. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, LAPS OF DETAIL ` -z m = z -cY) - a STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL, HYDROSTATIC, REINFORCEMENT SHALL BE AS SHOWN ON DETAIL S-143. SCALE: - E AR AR AND BACKFILL LOADS ON THE COMPLETED STRUCTURES. THE LOCATE TWO 3/4 INCH GALVANIZED RICHMOND ROCKET INSERTS, S-6 S-46 MIN r • r STRUCTURES HAVE NOT BEEN DESIGNED TO RESIST THESE LOADS HOHMANN& BARNARD OR EQUAL,STRADDLING CENTERLINE OF SHEET ON WHICH SHEET ON WHICH " . T. ai WHILE ONLY PARTIALLY CONSTRUCTED. DURING CONSTRUCTION,THE EQUIPMENT OVER ALL PUMPS, METERS OR OTHER MECHANICAL DETAIL IS SHOWN DETAIL IS CALLED OUT r 4 k a) STRUCTURES SHALL BE PROTECTED FROM ALL CONSTRUCTION LOADS UNITS OF MORE THAN 100 LBS,FOR INSERTING LIFTING EYES IF A : BY BRACING AND BALANCING UNTIL ALL STRUCTURAL ELEMENTS ARE IN NOT OTHERWISE INDICATED. MASONRY T ,6 SPACES•I PLACE,AND ALL CONCRETE HAS REACHED THE SPECIFIED 28 DAY 4 3" MIN Vie + Xs COMPRESSIVE STRENGTH. OVERLOADING OF ANY STRUCTURAL REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT CONCRETE BLOCK MASONRY SHALL BE MEDIUM WEIGHT, r ± ELEMENT IS PROHIBITED. WITH AND PIPE, PIPE FLANGE OR METAL PARTS EMBEDDED IN HOLLOW UNITS CONFORMING TO ASTM C 90. SIZE OF UNITS, COLOR AND . 9" • UNLESS OTHERWISE SHOWN, ON ALL STRUCTURAL DRAWINGS THE CONCRETE,A MINIMUM OF 2 INCHES CLEARANCE SHALL BE TEXTURE SHALL BE PER THE SPECIFICATIONS. FINISHED GRADE AROUND STRUCTURES IS SHOWN THUS •- v N— PROVIDED AT ALL TIMES. , GROUT ALL CELLS OF CONCRETE BLOCK ALL ITEMS EMBEDDED MASONRY UNLESS OTHERWISE NOTED ON DRAWINGS. 3 ' RIB WATERSTOP 9" CENTER-BULB WATERSTOP INDICATING EITHER GROUND SURFACE,TOP OF CONCRETE SLAB,OR E DED IN CONCRETE SHALL BE SPACED ON CENTER 5-102 S-104 AC PAVEMENT. FOR DETAILS OF FINISH SURFACES SEE CIVIL AND AT LEAST 4 TIMES THEIR OUTSIDE DIMENSION. THE OUTSIDE DIMENSION REV 040699 REV 080999 ARCHITECTURAL DRAWINGS. SHALL NOT EXCEED ONE THIRD OF THE MEMBER THICKNESS UNLESS OTHERWISE INDICATED, LAPS OF REINFORCEMENT IN CMU SHALL BE 48 BAR DIAMETERS. STRUCTURAL STEEL ELECTRICAL CONDUIT EMBEDDED IN CONCRETE SHALL NOT BE SPACED MORTAR SHALL BE IN ACCORDANCE WITH ASTM C 270,TYPE S,AND CLOSER THAN 3 OUTSIDE DIAMETERS ON CENTER. ELECTRODE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 STEEL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND AND PIGTAIL EMERGING FROM ENCASEMENT SHALL NOT BE IN CONTACT WITH STANDARDS AS CONTAINED IN THE LATEST EDITION OF THE ASD REBAR. A MINIMUM SEPARATION OF 2 INCHES SHALL BE PROVIDED BETWEEN DAYS OF 1800 PSI. MANUAL OF STEEL CONSTRUCTION. THE ELECTRODE AND PIGTAIL AND REBAR AND OTHER EMBED ITEMS z GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 ,AND SHALL HAVE z i z A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. STRUCTURAL WIDE FLANGE SHAPES SHALL BE STEEL MEETING ASTM UNLESS OTHERWISE SHOWN ON THE DRAWINGS CONCRETE $R A-992 SPECIFICATIONS. COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS: UNLESS OTHERWISE INDICATED,SPECIAL INSPECTION SHALL BE PROVIDED , r liVillii OTHER SHAPES, BARS, PLATES AND SHEETS SHALL BE OF STEEL MEETING FOR ALL MASONRY WORK. SEE SPECIFICATIONS FOR MORE INFORMATION OTHER SHAPES,PES,SPECIFICATIONS. FOR CONCRETE PLACED AGAINST EARTH ON SPECIAL INSPECTION. 0 SEE CONSTRUCTION JOINT DETAILS FOR PIPE, PIPE COLUMNS,AND BOLLARDS SHALL BE OF STEEL MEETING ASTM THIN SLABS-ON-GRADE. BOTTOM COVER THE COMBINED MASONRYASSEMBLAGE COMPRESSIVE STRENGTH AT 28 -.. 6 SPACES 5is'+ Is' A-53,TYPE E OR S, GRADE B STANDARD WEIGHT, UNO MAY BE LESS THAN 3" IF SO INDICATED 3" DAYS SHALL BE A MINIMUM OF f m= 1900 PSI. MIN HSS SHALL BE OF STEEL MEETING ASTM A-500 GRADE B. FOR SURFACES IN CONTACT WITH WATER OR WEATHER REINFORCEMENT SHALL BE TIED OR OTHERWISE SECURED IN POSITION 6" VERTICAL VERTICAL VERTICAL AND FORMED SURFACES IN CONTACT WITH EARTH 2" PRIOR TO GROUTING. ELL TEE CROSS STEEL JOISTS, BEAMS,AND GIRDERS SHALL NOT BE RELOCATED FOR CONCRETE NOT EXPOSED TO WEATHER, ALL HORIZONTAL AND VERTICAL REINFORCEMENT SHALL BE CONTINUOUS WITHOUT APPROVAL BY THE ENGINEER. OR IN CONTACT WITH WATER OR EARTH 1 X" OVER THE FULL EXTENT OF THE WALL WITH STANDARD SPLICES 6" FLATSTRIP WATERSTOP LOCATED AS NEEDED. WHERE IT IS NECESSARY TO INTERRUPT AN SECOND WELD ALL WELDING SHALL BE BY THE SHIELDED ARC METHOD AND SHALL INDIVIDUAL BAR,AN EQUAL SIZED BAR SHALL BE LOCATED AS CLOSE AS S-105 CONFORM TO AWS CODE FOR ARC AND GAS WELDING IN BUILDING POSSIBLE AND SHALL EXTEND A MINIMUM OF ONE SPLICE LENGTH REV 040699 c: CONSTRUCTION. QUALIFICATIONS OF WELDERS SHALL BE IN ACCORDANCE UNLESS OTHERWISE NOTED,WALLS AND SLABS SHOWN WITH A BEYOND EACH SIDE OF THE INTERRUPTION. \ , -v WITH THE SPECIFICATIONS FOR STANDARD QUALIFICATION PROCEDURE SINGLE LAYER OF REINFORCEMENT SHALL HAVE THAT - OF THE AWS. REINFORCEMENT CENTERED. DESIGN CRITERIA _z 2 g t. F 0 o SLABS WITH SLOPING SURFACES SHALL HAVE THE INDICATED SLAB DESIGN IN ACCORDANCE WITH THE 2003 EDITION OF THE INTERNATIONAL , g CONCRETE (EXCEPT PRECAST CONCRETE) THICKNESS MAINTAINED AS THE MINIMUM. SLAB BOTTOMS MAY BUILDING CODE, EXCEPT WHERE OTHER APPLICABLE CODES OR THE r a EITHER SLOPE WITH THE TOP SURFACE OR BE LEVEL. REINFORCING FOLLOWING NOTES ARE MORE RESTRICTIVE. w UNLESS OTHERWISE NOTED OR SPECIFIED,ALL STRUCTURAL CONCRETE IN SLABS WITH SLOPING SURFACES SHALL BE PLACED AT THE MINIONIIIIIIIIIPII*110/1W1"---1' "--" FIRST WELD SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI REQUIRED CLEARANCE FROM THE SLAB SURFACES. LOADINGS: 6 SPACES r� a) IN 28 DAYS. SOIL LOADS: MIN X46"+ 346' p. FLAT ELL FLAT TEE FLAT CROSS 03 REINFORCEMENT STEEL SHALL BE DEFORMED BARS QUALITY O THE REQUIREMENTS OF ASTM A-615 "SPECIFICATIONS I OR TESTING HYDRAULIC STRUCTURES ALLOWABLE BEARING PRESSURE . 9 ` DEAD PLUS LIVE(PSF): 5000 PSF DEFORMED BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT', ALL LOADS(W/WIND&SEISMIC)(PSF): 6650 PSF "6 GRADE 60 WHEN FILLING THE STRUCTURES WITH WATER FOR THE TEST REQUIRED IN THE SPECIFICATIONS,ALL VARIOUS BASINS LOCATED IN THE SAME a COLUMN SPIRALS SHALL CONFORM TO ASTM A-82,"SPECIFICATION STRUCTURE SHALL BE FILLED SIMULTANEOUSLY AT THE SAME RATE IN 9" FLATSTRI P WATERSTOP PREFABRICATED a) FOR COLD-DRAWN STEEL WIRE FOR CONCRETE REINFORCEMENT". ORDER TO KEEP THE SAME LEVEL IN EACH BASIN. S-106 S-108 REV 040699 WATERSTOP JOINTS REV 040699 c ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS, STRUCTURAL STANDARD DETAILS °G UNLESS OTHERWISE INDICATED, SHALL BE IN ACCORDANCE WITH .' ACI-315, "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED DETAILS ON GS SHEETS ARE PART OF MWH'S STRUCTURAL STANDARD y CONCRETE STRUCTURES", LATEST EDITION. DETAILS. 1 X" 0 TOLERANCES IN PLACING REINFORCEMENT SHALL BE: ROOF LIVE LOADS: Co THESE DETAILS ARE TO BE USED WHEN REFERRED TO OR WHEN NO JOINT a' OTHER MORE RESTRICTIVE OR DIFFERENT DETAILS ARE INDICATED ROOF LIVE LOAD(PSF): 25 PSF SEALANT + 3/8 INCH FOR MEMBERS WITH D<1=8 INCHES ON THE DRAWINGS. WIND LOADS: ,- ± 1/2 INCH FOR MEMBERS WITH D>8 INCHES -. co DETAILS NOT PERTAINING TO THE PROJECT ARE MARKED THUS ❖........ BASE WIND SPEED(3 SEC-MPH): 100 ;;;;;;; .. WIND IMPORTANCE FACTOR(1w): 1.15 ALL CONSTRUCTION JOINTS,SHALL BE ROUGH AND THOROUGHLY EXPOSURE CATEGORY: C BOND BREAKER TAPE ,, Cu CLEANED FOR BOND. L 0 LOCATION OF ALL CONSTRUCTION JOINTS SHALL BE AS SHOWN ON THE METAL DECK AND ROOFS 7 "THICK § DRAWINGS OR APPROVED BY THE ENGINEER. ALL CONSTRUCTION JOINTS DIA X 2-6 LONG JOINT FILLER LOCATED ON THE DRAWINGS OR REQUIRED FOR CONSTRUCTION, BUT NOT THE CONTRACTOR SHALL COORDINATE THE LOCATION AND SIZES OF SEISMIC LOADS: SLIP DOWELS(SMOOTH a) SHOWN ON THE DRAWINGS, SHALL HAVE A 6" FLATSTRIP WATERSTOP, IF ROOF OPENINGS WITH THE MECHANICAL, HVAC AND ARCHITECTURAL EPDXY COATED)W/SAWCUT 1" PVC PIPE IN MEMBERS IN CONTACT WITH WATER. IN ADDITION,JOINTS IN ALL SLABS DRAWINGS. STANDARD DETAIL S-551 SHALL BE USED AT ALL OPENINGS. SEISMIC USE GROUP: • D ENDS @ 18"OC 1'-4" SLEEVE W/END CAP a) COVERED WITH WATER, SHALL HAVE BOTH A 6" FLATSTRIP WATERSTOP SPECTRAL RESPONSE COEFFICIENT(Ss): 1.06g r (FILL W/GREASE) c� AND A SEALANT GROOVE. UNLESS INDICATED OTHERWISE,SEE THE SPECIFICATIONS FOR THE SPECTRAL RESPONSE COEFFICIENT(S1): • 0.37g 12" 4" �i WELDING REQUIREMENTS FOR METAL DECKING. SITE CLASS: D �*-- 3 le § DOWELS, PIPE,WATERSTOPS AND OTHER INSTALLED MATERIALS AND SEISMIC DESIGN CATEGORY: III (NP) 3 " ACCESSORIES SHALL BE HELD SECURELY IN POSITION WHILE SEISMIC IMPORTANCE FACTOR(le): 1.25 •, • °. N CONCRETE IS BEING PLACED. N z o. Z:°' . • • . 0 • • ►-0. 11 Ti '.. 1 AIN ' .4 ° � .o UNLESS OTHERWISE INDICATED,ASIDE FROM NORMAL ACCESSORIES , 2 4�E 0 W `� ' ° o. USED TO HOLD REINFORCING BARS FIRMLY IN POSITION,THE v� FOLLOWING SHALL BE ADDED: SNOW LOADS: .� 4'-6" ■ MATCH SIZE&SPACING •0 N GROUND SNOW LOAD(Pg)(PSF): 25 PSF 9"CENTER-BULB ( OF SLAB REINFORCING v A) IN SLABS#5 RISER BARS AT 36 INCHES OC MAXIMUM TO SNOW EXPOSURE FACTOR(Ce): • 1.0 WATERSTOP I 1 X"CLEAR .0 SUPPORT TOP REINFORCING BARS. THERMAL IMPORTANCE(CtAGTOR(Is): 1:� - � BAR TO CAP . B) IN WALLS WITH 2 CURTAINS#3 U OR Z SHAPE SPACERS STRUCTURAL STANDARD DETAIL CALLOUT JOINT FILLER 1 3"(TYP) 'FaAT 6 FEET OC EACH WAY. C�} Pp ❑. SPECIAL LOADS: •I '• `L.�' R��r VERTICAL REINFORCEMENT FOR CONCRETE OR MASONRY SHALL A Iii,!'at BE SPLICED WITH DOWEL BARS OF THE SAME SIZE AND SPACING DETAIL CRANE LOADS: 15 TONS FIRST POUR I SECOND POUR 47 �. FROM THE FOUNDATION USING A STANDARD SPLICE LENGTH S-103 t 08035P LL UNLESS INDICATED OTHERWISE. S-103 SEALANT SHALL BE PLACED AT THE TOP OF ALL JOINTS RECEIVING SLAB-ON-G RADE MUM* EXPANSION JOINT FILLER.SEALANT DEPTH SHALL BE THE JOINT FILL DETAIL R DETAILOC ED ON EXPANSION JOINT REV 081401 S-109 fq� �� 2 2,1°► !.� THICKNESS OR 1/2",WHICHEVER IS LESS. 4- 0 IN NUMERICAL ORDER F FO R Nan- EXPRES:12-31-05 a SCALE WARNING SUBMITTED BY "' 0 1 DESIGNED MWH `� SHEET: OF T DURHAM FACILITY GENERAL STRUCTURAL DWG: 000-GS-001 Z NONE I (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION C1eanWat `� IF THIS BAR DOES DRAWN MWH e r Services PHASE 4 EXPANSION NOTES - 1 0 1 - NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 / SECOND POUR ! FIRST POUR JOINT SEALANT 1 X" JOINT SEALANT 1 X" • 1' • „7--SEE DWGS FOR LAP k' k' 4" , 4" 4" LAP 4" LAP LOCATIONS, IF NOT a X. "DIA X 2'-0"LG EQUAL- ........ .. I SEE DWGS ir l'i SPECIFIED PLACE es • 0 . sommomi SEALANT -2e--EQUAL . @ 24"OC SMOOTH EQUAL I" SEE DWGS LAP AS SHOWN FOR 4 • 4. :...m..... ' GROOVE \\_ AND EPDXY COATED STOP ALTERNATE lb. TOP AND BOTTOM . • • ! • . SEALANT SEALANT r 0 • , • ' P. • • ro . . . -.• .., TIE UNDER MAT BARS WHERE NOTED MATS • • c• I:- Lo - GROOVE GROOVE BOND BREAKER TAPE k - a . BOND BREAKER TAPE k - o . A k - 6 0 ilk -• A • A • A ' Iril r . • 1"THICK r . ' 1"THICK • - ,. • . p. - • 0. • • p. . • A • A II. • <I_ .. .. • . • A ' A • A ' t• t% • • 74"DIA X 2'-6" LONG (SMOOTH JOINT FILLER 74"DIA X 2'-6"LONG(SMOOTH JOINT FILLER cv . . • . . A • ' A • 0"' ti 4 ::'.Aa' ' :: a<i___ .• .• .. .• _ _ • a. H al H , p V ' _ iloot...:4.- -3 ' --A-r- ---' - - - - A - . .- • • UNLESS TED &EPDXY COATED)W/SAW CUT & EPDXY COATED)W/SAW CUT .• v A - v t• 1 A. . • .bt . • . .6 . ,. imoommank A A • • - • • A 1...... ENDS @ 18"OC ENDS @ 18"OC EF • . • . , • D • • D • • • • • , . '‘ . . . . . OTHERWISE #ce --kg ic .- r . . . . ■ ■ T . •" . •". - W • A .b ON DRAWINGS 1"PVC PIPE ■•• (c, 1" PVC PIPE fik-E--- = , ///-7----71/-7-= ///:=7///,------. /// //--,--7---- /Y.=-=-/ft-:-= ' ./ ok' SLEEVE W/END CAP z SLEEVE W/END CAP bi /il= , SEE NOTE 2 ///_:._•-= b e 0 40 ‘,.. as ' 1'-4" # li. V- (FILL W/GREASE) 1'4" (FILL W/GREASE) g • • (<,. --,r) 0. 0 le 12" I 6"CENTER-BULB STOP ALTERNATE 6"FLATSTRIP II& WATERSTOP BARS WHERE NOTED WATERSTOP ALL BARS CONTINUOUS __- /Elk II CI. I ALL BARS CONTINUOUS THRU JOINT Ply #MIFAIMENSMON - '1111MIlrir X"PVC PIPE W/END CAP 6" FLATSTRIP THRU JOINT CL-WALL- 1 1111 illiilliraililli.IIIIIIMI"17.Vr ' CLWALL _i____A11111111km . . (\ • _ . „›- FOR REBAR FILLED W/GREASE WATERSTOP °II a • • _ . ' .,. .- FOR REBAR - ...61/ SEE DRAWINGS OR-STA-B v , • . , SEE DRAWINGS OR SLAB I, ...MD • 6 • ° - . • AaLmisio . o • . . SINGLE MAT REINF - SLEEVE -TYPE JOINT SINGLE MAT REINF - CONTINUOUS THRU JOINT DOUBLE MAT REINF 1- I T. •,4 1 X"CLEAR, BAR TO CAP z 1 X"CLEAR, BAR TO CAP (TYP CONSTRUCTION JOINT UNLESS OTHERWISE NOTED) ONLY WHEN SPECIFIED ON DRAWINGS) .-- P. • N a) -o i•*-) "CENTER-BULB TYPE JOINT FILLER JOINT FILLER WITH WATERSTOP AND WITH WATERSTOP AND WITH WATERSTOP AND 9 WATERSTOP, INSTALL 9"CENTER-BULB TYPE ? S-110 S-112 S-114 WATERSTOP, INSTALL 2" • io 2" NEAREST TO FACE IN 2" 2" E SEALANT GROOVE SEALANT GROOVE SEALANT GROOVE CONTACT WITH WATER ' NEAREST TO FACE IN VIV -I'101.......\ CONTACT WITH WATER L.: a) tr) Ir..t'.. - STOP REINF EACH FACE STOP REINF EACH FACE 0 NO WATERSTOP OR NO WATERSTOP OR NO WATERSTOP OR SEALANT GROOVE S-111 , SEALANT GROOVE S-113 SEALANT GROOVE S-115 . FIRST POUR SECOND POUR . . FIRST POUR SECOND POUR ,. NOTES: T A 1. WATERSTOPS AND SEALANT GROOVES TO BE PROVIDED IN ALL WATER RETAINING SLABS, SEE DRAWINGS, FOR OTHER LOCATIONS WHERE THEY MAY BE REQUIRED. SLAB-ON-GRADE EXPANSION JOINT EXPANSION JOINT 2 6" 2" , S-116 , S-117 7" 2 X" 2. DIMENSIONS INDICATED ON DETAIL CONTROL MINIMUM COVER. FOR THIN SLABS, THE BOTTOM COVER MAY CONSTRUCTION JOINTS REV 041202 REV 081899 REV 081899 BE LESS THAN 3 INCHES. 8" 2 X" 3. STAGGER SPLICES UNLESS NOTED OTHERWISE CONSTRUCTION JOINTS CONSTRUCTION ct / • . A • •■ •J. . • . a JOINT ..1 0 4" 4" II EQUAL .. .p.-1 t. .1.:: . Ailigior, SEALANT GROOVE ^ • I .- • I. - • t. .. .A ••■•■ • A • 1 .4 •4 • • o • I b . • 1 • • o $R., .SEE NOTE 3 NOTES: s - 1'. i• . • . • .• " A - A • ■ 4 . • • 4 , • :4 . No . • • • * • • • • • • ' • 0 • ' . .9 • • • • . • • • .. • • . • . • 0 - P ' - ROUGHEN - • I.A ' ' N D ,.• . N " • 1. WHERE WATERSTOP IS REQUIRED IN SINGLE CURTAIN - • - Alli • . • 4 , 9 • 4 0 • ;:\0 . 0 • ;i:, i A SURFACE C.L.VVAI-J-__UNLESS_ _ ,4._ ' w ' iii - - A- - - - - WALL REINFORCEMENT, PLACE WATERSTOP ON WATER . . • . I. ,,.. (SEE SPEC'S) b 4..:' . • OTHERWISE NOTED . . 4 . . SIDE OF WALL ' • A. 'Kr '' . I■4 • • ON DRAWINGS . c. . . ... • . 0 s • WATERSTOP 0 : .- tf - c. • 0 WATERSTOP K:U:N 2. UNLESS OTHERWISE NOTED X"CHAMFERS SHALL BE .. 0 -__- A WATERSTOP OMITTED IN SURFACES TO RECEIVE ARCHITECTURAL s - 6" FLATSTRIP WATERSTOP TREATMENT ■ • lk A ' ■ TOP OF WALL PLAN . OR POUR SINGLE CURTAIN REINF 3. UNLESS SPECIFICALLY NOTED OTHERWISE#5 AND I• . 6"WATERSTOP BONDED PLAN . .. .1 6. • LARGER BARS SHALL BE CONTINUOUS THRU JOINT. .. .. TO MULTI-RIBBED #4 AND SMALLER BARS SHALL STOP ALTERNATE NOTES: •s• • • A •I* A - .. . WATERSTOP AND TO li \. 2)0„: •....4:_14. b 6" MIN•9. . UNTO BARS AT JOINT. . . . . N ' N • .,, I .,„ VERTICAL WALL JOINT WITH WATERSTOP NO WATERSTOP , 1. SEALANT GROOVE SHALL BE CONTINUED s • - • . A WATERSTOP S-121 , S-122 4. STAGGER SPLICES UNLESS NOTED OTHERWISE. a SEALANT • GROOVE UNDER WALL&SEALANT SHALL BOND co S-131 WITH WALL WATERSTOP IN ALL CASES • 43 -- 1 A I y CONTINUOUS TO TOP OF WALL 4 . • 1 6 c\i ROUGHEN ---5.-7E-1--- CENTER OF WALL WHERE SUCH WATERSTOP OCCURS. I - _ _JOINT 8 SURFACE V .. ' I 4" 4" SEE NOTE 3 g SEE SPECS --, • I. D 2. SEALANT UNDER WALL SHALL BE IN LAUNDER JOINT . p.. 1 , 1 1 - • 1 WATERSTOP ..,•-•4" . t. „.4.• 1. PLACE PRIOR TO PLACEMENT OF 0 . ',.. I 0 at4e lia •- - - U) I CONCRETE FOR WALL. .0.-41 • v _Jyt_.____ • 1 . - • a .1, '.-- ci i ,-4- .• .• CL WALL UNLESS a. • ' • - • , • . A . . " • ' w 3. CONSTRUCTION JOINTS PASSING Oti:1-E-R-WIS---E- i■l-of ei-:5- - 7-7: - - - - -1114-ffil- - - -7, V'A,67 - - .3 A A • 1, THROUGH VARIOUS MEMBERS OF • - • LI. ' • N ' 0) A . . -a' , , , '10 • - " A * ' A • a • A WATER RETAINING STRUCTURE ELEVATION ELEVATION ON DRAWINGS A A • P P • . ... • • . • 2 * ' ' . . . SHALL BE SEALED WITH WATERSTOPS BONDED TOGETHER, SO AS TO WATERSTOP 6"FLATSTRIP 5 a. PROVIDE A CONTINUOUS 9 V) WATERSTOP BONDED TO HORIZONTAL WALL WATERSTOP AND TO WATERTIGHT JOINT. DOUBLE CURTAIN REINF et) HORIZONTAL SLAB JOINT WATERSTOP VERTICAL WALL CONSTRUCTION f.f) ce CONSTRUCTION JOINT WATERSTOP DETAILS FOR WITH WATERSTOP NO WATERSTOP a. .., 0 S-118 S-120 JOINT DETAIL REV 041202 a) • 0 SECTION WALL TO SLAB REV 122900 WALL JOINTS REV 082699 S-123 ' S-124 = l- c a fn c) ...---- C .0) a) O EXISTING CONCRETE SURFACE CONSTRUCTION JOINT • • a. SEALANT GROOVE CONTINUOUS /1 i Xl1 WATERSTOP ' >•• 20 GA GALVANIZED SHEET METAL • ENLARGE CRACK AT CONCRETE It •••••• • •■••••■••■•• COVER FASTEN TO CONCRETE WITH CONCRETE JOINT SEALANT SURFACE AS SHOWN AND FILL \ co SANDBLAST EXISTING A ' A . SURFACE (SEE SPEC'S) i . CONCRETE WITH JOINT SEALANT(FOR JOINT \ CONCRETE NAILS @ 18"OC ILI CONCRETE TOVI ' RETROFIT T-SHAPED PVC / STAGGERED cs E AMPLITUDE ON SURFACE A .2, . WATERSTOP, CONTINUOUS SURFACE SEALANT, SEE SPECIFICATIONS) I 1 .a TO RECEIVE EPDXY GEL ' . , 7 - - -F- -----I---- ---- -----4 --- - m t • A , A • • - ' 4 ' 4 } I $K11 In WHERE EXPOSED ABOVE GRADE, a 1 A -. . , 4 :p• " . :p ' . :.' MUIR*•.°.•" '- / USE 14 GA GALV SHEET METAL IL ' HP , ° *P.. . - PIPE WALL FLANGE - ' ‘\ , ....E1 / / FASTENED TO CONCRETE AS , i>, , > • • . 4 •• • EMMEN .• A - - IIIIMMIll ' 4 .6. . , . $"ki A • ' A •• • • • .1 A •ammun•.- • '(C) 6 Z • A°' • ' ' , A ‹. A ' 4 ..-V • • 111111111111111111 P. ' SPECIFIED ABOVE L\ • • - mom •• .. A • BOND WATERSTOP cn n . :9:: .4• ••:ft' .11• • tt .• ONOWN • •• • . 1111111111111111111 - •A. • • . . . . -1 6.1 A , ' A ' A .•.- •IIIIIIII•IIIIIII •- .' °. . . TO PIPE WALL FLANGE - .6 :• a) 6 I = = = = AZ A . • • 4 • • IIIIIIIIIIIIIIIIII ° • •-t'- 111111111•1•11 . • . •. . • WITH EPDXY BONDING 74 e/-- FLATSTRIP 0 A A t , ■ , - P ■.7.A" . BOND • . ....... • AGENT ---.:\ , WATERSTOP • .41 •k. • .0 . ' ° • • A V BREAKER 4k • °- • 4 4 - 44 4 4.c I 1%' ' , . - 'A . 4k' • t' .• NOTES: TAPE V • • ELEVATION WI I- C 4 ::-0- :c•. . c■>. 04 • 6 . 6 CO I 111111 , • • : .' - , 1> Q. "V • , a) A , 4 X"MIN (TYPICAL EACH I O , , 1. ALL FLOOR JOINTS OF - • • A • A BOND BREAKER SIDE OF CRACK) "------%\i iieT//--- REMOVE RIDGES ON WSTP (J) - •. . •.. . •, • •. 0 A ' LI ' HYDRAULIC STRUCTURES CRACK WATER SIDE -\ iN, '`. ' .6-6'. ' • A. ' • •k. . •.6- -CL-SYMMET-R1 CAL- - - I ■ • D----- • •-`7.0 - - T3 TAPE SHALL MAKE "1 • . @ CONN TO PIPE FLANGE a) I = = = = ,,,,....___....0-- STAINLESS STEEL (MEMBERS COVERED WITH mil . 0 .. . CONT CONTACT I ..-- IT BATTEN BAR W/ WATER)SHALL HAVE A ABOUT ACCROSS JOINT a. ' ' STAINLESS STEEL SEALANT GROOVE I :. • .„P. • . C. r* ' . . A ' ANCHORS PER 4 - A. 1....- 0 • jami.„...mio. _44_La . 44. - 0 . .4. °'- MULTI-RIB 4 • 0 4 - 0 0) L A ' ' 4" . . ,,-0 ._ WATERSTOP NOTES: WATERSTOP EPDXY GEL(SEE SPECS) s I> MANUFACTURE( Z 2. SANDBLASTING REQUIRED .• P. • • 0 • di • - - - - - -0 ALONG ENTIRE FACE OF . ' CONSTRUCTION . ."'"' ° A---- - "t" - - T-J * .2' -I i'lle . • , PRIOR TO APPLICATION ° ° D.° ° D" ° o ,..„c WATERSTOP AGAINST , , . A ' JOINT FACE 1. PRIOR TO FILLING, STRUCTURES TO CONTAIN WATER SHALL I I 1 c:. a • C. "tij. EXISTING CONCRETE A , , L.\ ' A ' OF PRIMER HAVE ALL CRACKS REPAIRED AS SHOWN IN THIS DETAIL. a) . -o , A ' A ' A I WHERE LOCATED BELOW en 2. CRACKS IN EXPOSED COVER SLABS NOT RECEIVING •ct. ' A • A A 1\--- WALL GRADE LEAVE WOOD co , , al COATINGS SHALL BE REPAIRED AS SHOWN IN THIS DETAIL. FORM IN PLACE ASO WEN_ D. I ‘ 01.k. `W c.,5 ALS 414 * 1.4.4 .9, SECTION Ck' 08035PE bi it ,..,/ , ...° ' e-70 / MM WATERSTOP AT EXISTING SEALANT GROOVE CONCRETE CRACK REPAIR CONSTRUCTION JOINT PROTECTIVE COVERS FOR . _ tt., O ,\\)' S-130 S-131 , S-132 - 4.1' \•(' 4 SURFACE REV 081401 REV 041502 REV 070203 AT PIPE OPENINGS REV 122900 S-133 i S 135 • 2 2 EXPOSED WATERSTOPS 14 ' • c F•00 Lo EXPRES:12-31-05 N- u" o . . SCALE WARNING SUBMITTED BY --Aks SHEET: OF Lo 0 X 1 DESIGNED MWH •.-- ___ =nS■iii ( 0 ) VII (PROJECT MANAGER'S NAME) LICENSE NO. DATE -.N. DURHAM FACILITY GENERAL STRUCTURAL DWG: 000-GS-002 H IN ASSOCIATION WITH: z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION NOTES - 2 .8 . NOT MEASURE 1" SQUI ER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 --2 Out commitment is clear. THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 LAP • • 3" LAP LENGTH . .- .4 *U4 S-143 HOOK .. LAP HOOK .41 II. r■ HOOK LAP HOOK SEALANT • to S-131 GROOVE ii .I 7 ,$ o o CL JOINT, SYMMETRICAL ABOUT -Ammo- ,• CN1 4.411111111116.■ • th I a. --7 , 1 I -7-*V I V Va Y Y •-.... 6 5 1 c5 4e. ai 8 8 I 8 : 0 I . i , q vs • A - A • . •6 • A A A . A , A M -8. 0 \ .. • . '5 .. 5-...• .' ...• .° ...• ." .. .• .. . h. IL A A : a. A • . A • ' A • / - • . • 0 0 1 • 0 D 1 • D 1 D 1_ 0 0 LAP LAP 6" FLATSTRIP WATERSTOP ---THRU T O P B A:RR.CA OL.Tr'N BT.AI NRU STOPPED 1 D E D 4....2 11 NORMAL REINFORCEMENFT4 2"CLEAR 0JOINTS( 0 T.;..... _i: BFE OPENING N DAOS RROTHER E Q U l RE OBSTRUCTIONS)D ATCO N S T RUC T I 0 N 0, 1 I.Cis!Ou TT ENS): IN CENTERLINE OF SLAB 2 I ____ , • :It I , (IF REQUIRED) - amm. 8.11■• '•' Aida ' J :, 2.DIAGONAL BARS TO BE PLACED; AT JOINT, BOTTOM BARS , It. I • , ----;- • : Z . i CONTINUOUS THRU JOINT, w .0-0. HOOK A) AT CENTERLINE OF WALL OR SLAB WHERE ONE SEE SLAB REINFORCEMENT 5 LAP EA ::. : . - LAYER OF REINFORCEMENT IS PROVIDED (E) DETAILS HOOK .., LAP 0 • • . • : : 0 E w 0 li, ,• : 0 B) AT EACH FACE OF WALL OR SLAB WHERE TWO 3" I ............- LARGER SIZE BAR - • 1 L . . . . • • LAYERS OF REINFORCEMENTARE PROVIDED U)D . SMALLER SIZE BAR • • • • • • 3.UNLESS OTHERWISE NOTED, SIZE OF DIAGONAL BARS SHALL BE THE \\/-- EQUAL UNLESS OTHERWISE NOTED LAPS ARE BASED ON THE SMALLER SIZE BARS ........,,..e.._ _ . _ SIZE OF THE LARGEST NORMAL REINFORCING BAR CUT • _ • L= CLEAR SPAN 4.THIS DETAIL TO BE USED WHEN CALLED FOR ON THE DRAWINGS SUSPENDED SLAB CONSTRUCTION ' _ EA- -,--- w .USE THIS DETAILING HORIZONTAL REINFORCEMENT OR WHEN NO OTHER DETAIL IS SPECIFIED DIAGONAL REINFORCEMENT S-137 PROCEDURE WHEN LARGER S-141 S-142 JOINT REV 122900 OR CLOSER SPACED BARS AT WALL INTERSECTIONS AT CIRCULAR OPENINGS HOOK ARE CALLED OUT FOR CORNERS . (8" - 11" DIA) 0 XI,1 END OF BAR NORMAL REINFIRCEMENT ir SYMMETRIC ABOUT CENTERLINES ON TOP OF . . v • • . p - a • v .r CONSTRUCTION e NOTES: I I I IA s, I T. As=AREA OF REINFORCEMENT JOINT ...°D 1,-51- :al -„°1-In°ef-. :..:.°P -,°?-. I I I SURFACE -\\ .0 •.-..e: .a ••• •e: 4-° • °. .1:1 •.°..e. , USE LAP LENGTHS AS DETERMINED FROM THESE TABLES I I I I , x i I LENGTH ( * ) UNLESS SHOWN OTHERWISE - - -1 - - 11. - L. ... .. ... . -I I I I NOTES: 2. THE TABLES SHOWN ARE FOR fc=4000psi,fy=60,000psi, I I . I LAP 1 . • • As 1. CUT NORMAL REINFORCEMENT AT OPENINGS: -\1 BAR HOOK LAP EMBEDMENT 1.5"MIN CONCRETE COVER AND 3" MIN BAR SPACING I SIZE X E i r -I-. -, - I I .9* As1 AND As2= 1/2 AREA OF CUT BARS TO BE ADDED ON EACH X X 3. MULTIPLY THE LAP AND E SHOWN IN THESE TABLES BY 1.5 FOR --I •0 SIDE OF OPENING. ii. ...j -•-•1 rl, k--kg :a .a; #3 6" 16"(21") 12"(16") EPDXY COATED REINFORCING I I 1 2. ADDITIONAL BARS As AND As TO BE PLACED: E I ' . P. .il.:f; . .1:-. . -. ci •1. #4 8" 16"(21") 12"(16") 4. WHEN BARS OF DIFFERENT SIZES ARE LAP SPLICED, LAP li. As2 • I A) AT CENTERLINE OF WALLS OR SLABS WHERE ONE LAYER• LENGTH SHALL BE THE LARGER OF: Lu•' . • . . OF REINFORCEMENT IS PROVIDED I ' : ' • • a • ° - ' #5 10" 20"(26") 15"(20") i 0 S 1 EMBEDMENT LENGTH OF LARGER BAR LAP LENGTH I I I 4 DIAGONAL x • a * . - Ce 0..-I __ ______ _. \ 4r(1.. S-142 B) AT EACH FACE OF WALLS OR SLABS WHERE W/O LAYERS . ° X w #6 12" 28"(37") 22"(28") OF SMALLER BAR 0 -1- -1T 1 .40 0.- BA- TY". OF REINFORCEMENT ARE PROVIDED. END OF BAR . • •. .. r•-.. u_ z - • I -I - "I" WHERE HOOK •a a• - • . #7 14" 48"(62") 37"(48") 5. UNLESS NOTED OTHERWISE USE REBAR COUPLERS FOR SPLICES I I I v- 1 c V OF#11 AND LARGER BARS EI cf) IS TURNED , D 3. INCREASE SIZE OF ADDITIONAL BARS AS NEEDED TO FIT co TOWARD FACE ' 41 °:: .....4 #8 16" 62"(81") 48"(62") -J I I I ... ... ■■ . WITHIN A DISTANCE OF 2 X WALL/SLAB THICKNESS FROM 8 OF FOOTING -N, 6. ALL DOWEL BARS SHALL EXTEND AN EMBEDMENT LENGTH E INTO I I I I OPENING, PROVIDE 2" MIN CLEAR BETWEEN BARS - O . #9 19" 79" (102") 61"(79") ANOTHER MEMBER OR ACROSS A CONSTRUCTION JOINT UNLESS SHOWN TO SPLICE WITH OTHER BARS OR TO EXTEND TO THE FAR 2 _ _ -1 - - L -i221. 4. THIS DETAIL TO BE USED ONLY WHEN NO OTHER DETAIL IS 0 #10 22" 100"(130") 77"(100") FACE OF THE MEMBER AND END WITH A STANDARD HOOK • I I ADDITIONAL BAR As2 INDICATED ON THE DRAWINGS ci. . . . • . . . . . . . . • . . .• • . - .• . . . • • • V . . i). *. t7. 0.• D.. ° *• 0• •F' '• 1 • Li • • * I I I I O .i,-°)• '1'°D..* * d .• ..0°- 0'° . . 0ij::. /0*.mg- #11 24" 123"(160") 95"(123") * 5. WHERE A SLAB OR INTERSECTING WALL CONNECTS WITHIN 7.t- I 6.--- • : -.- , -.-a:::6:: -a• : -. L...01 kAt ONE WALL THICKNESS OF THE OPENING,ADDITIONAL BARS I I I ' -0 * USE LENGTH IN PARENTHESIS FOR WALL HORIZONTAL ON THAT SIDE MAY BE OMITTED -0 3" CLEAR I . I tie X 1.4... .... ,( REBARS AND SLAB BARS WITH 12"OR MORE OF I I 2 . 1.1 FRESH CONCRETE UNDERNEATH 1 I I I 1 ADDITIONAL BARS Asi STANDARD 90 DEC BAR HOOKS, co a) LAP LENGTH ADDITIONAL REINFORCEMENT AT a SECTION S-143 S-143 S-144 -E. EMBEDMENT LENGTHS AND CIRCULAR OPENINGS REV 070203 a LAP LENGTHS (12" DIA OR LARGER) 0 --`g a) 0 6 I ,....„45-60 DEG a all AN x.„ .......■ NOTES: 141 I 13 ■ NMI co I /( 1..31, ' / 1. SPLICES SHALL BE WELDED PER UBC STD LL ■ NO 19-2,AWS D1.4 AND MEET THE 1 /, 1 \ / E / 14j co amm, REQUIREMENTS OF AC1318 SECTION 12.143. _c - - ..., - - SECTION 1-1 's a .5itz, INI $tre lin 2. SURFACES DO NOT HAVE TO BE SQUARE CUT. DIRECT LAP DOUBLE-FLARE c-i; Ir, I II BEVELS CAN BE CUT WITH A TORCH. V-GROOVE WELD c.)°) SINGLE-V-GROOVE WELD 3. CHIP OR GRIND ROOT TO SOUND METAL U) BEFORE WELDING SECOND SIDE. 2 41 X"MAX ‘.1 IIMII ' FOR L ,1/4 0 45-60 DEC 4. BARS MUST BE PLUMB AND PRECISELY LOCATED IN ORDER TO BE PROPERLY WELDED. 1------411linta-r-:rawma4----3 DOUBLE-BEVEL-GROOVE WELD al imam 711 \*-17-7 2 5. WRAP BARS WITH INSULATING MATERIAL AFTER WELDING IS COMPLETED TO ALLOW SLOW 2 4-3 Q IR' ■ COOLING. 2 BARS T1 I E / a) ililai f 6. BACKING IS REQUIRED FOR SINGLE-V-GROOVE INDIRECT BUTT SPLICE ra. - -- Xfi 111.111111111111111111 1" Am, AI"' 1 " ." 4 ' AND SINGLE-BEVEL-GROOVE WELDS FOR#8 • - co ,c) IP 111 AND#7 BARS. *(7) cc\ "S" ........ - \ 0 0 / ra 1 c o) L DOUBLE-V-GROOVE WELD .co- a) SECTION 2-2 SECTION 2-2 SECTION 2-2 V . 1 I 111 DIRECT BUTT SPLICES FOR DOUBLE-FLARE FLARE-BEVEL DOUBLE-FLARE Itski,D PRW1- V-GROOVE WELD a HORIZONTAL REINFORCING BARS BEVEL-GROOVE WELD GROOVE WELD s\ urP (1) USING A PLATE USING AN ANGLE USING TWO BARS ct sant/. 41„, .3 4.44 4 • - ,.r, 08035PE e" hi ir WELDED SPLICES FOR WELDED SPLICES FOR SINGLE-BEVEL-GROOVE WELD I 5-145 I S-146 tt MOON ,.\\' REINFORCING BARS REV 080599 REINFORCING BARS REV 080599 . 4 22, DIRECT BUTT SPLICES FOR 14),, It VERTICAL REINFORCING BARS (#7 AND LARGER) (#6 AND SMALLER) . c Folo 2k u) EXPRES:12-31-05 t.- LC) SUBMITTED BY o SCALE WARNING C,) --ko- SHEET: OF U, 0 1 DESIGNED MWH lr251 ( 0 ) vi IN DURHAM FACILITY GENERAL STRUCTURAL DWG: 000-GS-003 (PROJECT MANAGER'S NAME) LICENSE NO. DATE H IN ASSOCIATION WITH: z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION NOTES - 3 ..0 - . o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 / SYMMETRICAL ABOUT I As=AREA OF REINFORCEMENT NOTES: WALL CLSYM METRICAL ABOUT I STRAIGHT a. . .........---WALL a VERT WALL BARS NORMAL REINFORCEMENT 1. CUT NORMAL REINFORCEMENT AT OPENING: BAR VERT WALL BARS TO LAP SHORT =`-"' DOWELS ALL 3 D R WINDOW AND DOWELS IN THE ,� OPNG I OPNG ADDITIONAL t. - ; ■, As1 AND As2 = 112 AREA OF CUT BARS TO BE WALL .P • SAME PLANE PARALLEL BARS IN THE ocs Z HORZ BARS - - BAs I "MIA:- - ADDED ON EACH SIDE OF OPENING. •v e_ 0" • SAME c� o- I As 2 ; 1 • • . - a. • TO WALL FACE Ii. 0" PARALLEL TO >- 2 • - STRAIGHT BARS a Nr 5 NOTES: : ; I ; ; : ;° '„ FLOOR SLAB �- WALL FACE aC ; • • LAP LENGTH S-143 43 2. ADDITIONAL BARS As1 AND As2 TO BE PLACED: Q 0 - 0" g 1. CUT NORMAL REINFORCING ""' "" "' "" "":"' "': """"':.." .■.- I ° •AT OPENING ,•LAP , r A) AT CENTERLINE OF WALLS OR SLABS WHERE * • STOP ALTERNATE BARS p-. — v I = - I ONE LAYER OF REINFORCEMENT IS PROVIDED. 0 - e C - ° , a - e e_ - - - On - - Q .P._0C• e0 • e 0 •a - °0 ' tee hi 24"-► #4 x 3'-0"LG 2. FOR WALLS WITH TWO I = •• 0" «; 4' . ° • •° .F - 0 •t° •r • • • •- • e • 4,-.0 TYP I LAYERS OF REINFORCING #5 X 4'-0" ••. " .'• •••••• B) AT EACH FACE OF WALLS OR SLABS WHERE FLOOR SLAB • ° ��;•�_ ° ` ' • 0 DIAGONAL - - • �� A LAP 0 0 �- TWO LAYERS OF REINFORCEMENT ARE ��' o I BAR(TYP) PROVIDE 1 BAR EACH FACE W LONG EF As PROVIDED. a a a v_ a _�__ 3 CLR _ J ce • 0, • • 0.0 ' o o • • 2 . . 0 0 0.0 0_ 0 ,t4.. 0 J a w DIAGONAL _ • 3. FOR WALLS WITH ONE • '° • ' •o ° = U "' * \\ * ' LAYER OF REINFORCING V (TYP) ••:••• •••: 3. INCREASE SIZE OF ADDITIONAL BARS AS NEEDED TO IL J' � `�''• # CO 5 PROVIDE 1 BAR ON WALL O I : FIT WITHIN A DISTANCE OF 2 X WALL/SLAB o LAP ALL BOTTOM BARS CENTERLINE ; Lu. THICKNESS FROM OPENING. PROVIDE 2"MIN CLEAR STRAIGHT STRAIGHT S = BAR SPADING IN THE SAME : BETWEEN BARS. BARS .. BARB CJ OR HORIZONTAL PLANE 5 4. BAR LENGTHS FOR oC •.:••• •••. AS NOTED ON DWGS EXP JT T q-�4; N GRADE 60 -i : 4. THIS DETAIL TO BE USED ONLY WHEN NO OTHER a) i `• �* Q = ADDITIONAL As2 DETAIL IS INDICATED ON THE DRAWINGS. a a 4 a 416 INTERSECTING WALL C N, /-1—FLOOR LINE X - ...-r VERTICAL • • • • • • • • -•' • ••4 •• s• OR SLAB•E /� I 0 ""':" BARS I ■-:-- '■•='• 5. WHERE A SLAB OR INTERSECTING WALL CONNECTS , • • • • �1 NECESSARY IF RY A 1 - . ADDITIONAL HORIZONTAL WITHIN ONE WALL THICKNESS OF THE OPENINGS, WHEN BAR HOOK IS • • • • • • /'• i° 0 • o BARS As ADDITIONAL BARS ON THAT SIDE MAYBE OMITTED. NOT SPECIFIED T AT '` ' * T=S/2 OR 41 " - - 2 PROVIDE STD 90^ -•t--+- ___�� WHICHEVER 0 "' "is. ' ". . • "'� '� _ _ ► - o BAR HOOK, SEE S-143 IS LESS(TYP) ELEVATION : V o o ' -4'. WALL OR SLAB DETAIL• ■ .q I = - ADDITIONAL VERTICAL °- " • • • BARS As J ~ ~•• o SLAB I FLOOR LINE ADDITIONAL REINFORCEMENT . ,'41- *".'41- *".- WALL REINFORCEMENT AROUND • I = - = q S-148 STANDARD FOR REINFORCING REV 010201 S-147 ADDITIONAL BARS As 1 AROUND RECTANGULAR * SEE DRAWINGS REV 080599 S-149 RECTANGULAR WALL BAR DETAILING EMBEDMENT LENGTH ELEVATION OPENINGS OPENING SEES 143 TREAD LAP UNLESS OTHERWISE INDICATED, • PROVIDE 2'SAFETY NOSING AT EACH TREAD. IF NO NOSING IS SPECIFIED, ° p ''' � APPLY 1/2" R TO EDGE. NOSING • '' .. • A 1 PIPE WALL SYMMETRICAL ABOUT TO START 4" FROM WALL, CURB 17:... •. ;° A 'o . FLANGE PIPE WALL OR EDGE OF STAIR _ °FLANGE I • �, '' : . ° p �- SEE NOTE 1 - ♦ p - D ° p •° n I ` ` p , ° -1- ► I • : • t-• I ' ° p !♦ A • WATERSTOP •°- TYPICAL TOP SLAB ! '� #4 NOSE BAR(TYP) �G C. REINFORCEMENT WATERSTOP _ _ { _ _ i TYPICAL SLAB do SECTION REINFORCEMENT (TYP) ° A ;; ; , 3," RADIUS(TYP) - . A 111111 .. , I . . ° - _ " #5 @12" EW \ K , ■ Mt- •• r • • - -1 - -, a _ _. _ _.. . o - - e• imiL w f r I- ° ° 6 ° w C. . r2XRISE.J •.r .. .. \ rn . #5@12 EW -" Q . Q . L __ Ce �� ° -o. STAIR TOP Its) • • III' =I r ' • ► I r •-• v _J 1 _ TAT Ef TYP BOTTOM ° ° °. �r��,. - .i�� ` - �"�. SLAB REINFORCEMENT PIPE OD 1 n o z NOTES: H 111/j '41\ cn 0 (NP) . r - r SAME SIZE AND 12"OR AS SHOWN 0 T/2 rC' 1. TREAD SHALL RECEIVE A STEEL TROWEL FINISH. - - - - - w - x SPACING AS TYPICAL SECTION ON DRAWINGS I • a FOOTING REINF n IMMEDIATELY THEREAFTER,THE SURFACE SHALL v, — BE SLIGHTLY ROUGHENED BY DRAWING A STIFF I 1 - o . BROOM OVER THE SURFACE AT A RIGHT ANGLE CUT TO STEEPEST • SECTION THRU PIPE ° .,'� ° , [1�-6�7 DIRECTION TRAFFIC TO PRODUCER ' T • 2 X RIS SLOPE THE SOIL WILL STAND P. NOTES: LAP A MIN c ° P. '• ° 2. SEE DETAIL S-143 FOR LAP LENGTHS. 1. SET PIPE INVERT FLUSH WITH SLAB STAIR LANDING °-.• in ON EARTH STEPPED DETAIL IS SIMILAR FOR RCP • STEPPED FOOTING a. FOOTING AT WALL PIPE �' CONCRETE STAIR S-150 S-153 S-155 a) CONNECTION REV 010201 REV 091703 REV 010201 o STAIR LANDING ON SLAB 0 '- I c co ' AASHTO H-20 LOADING AASHTO H-20 LOADING a) O jjj en a. /// ?/,/// ::::- ///�/T/� /: ////■,.' / / / / T/ := PIPE OUTSIDE DIAMETER 7.5 = A TIES u. COVER 8"-24" 30"-32" 36" 42"-54" 60"-72" V STRUCTURE �' H A T A T A T A T A T •° ° ° • a •E: FOOTING •. . - • A TIES 2'MIN #4 @12" 6" #4@12" 6" #4@9" 6" #5 @12" 8" #4 @9" 12" • • o �'•' °•L' • •, d U a .• -• ° •=_.•. a. .• ► I. •v 3' #4@12" #4 @9" #5 @12" 8" • • • i • p i cv t 1 / 6"MIN CONCRETE I r----..****% . 6 1 p z m 5' #4@12" #5 @10" ¢ �- • ' A . '- : co / 6' n " M ENCASEMENT UNDER 0 t- 6 V #4@9 #5@10 Z�r /� e' a� 1 x/ STRUCTURE • E=us - " �?r ° • / a. 7' #4 @12 #4@9 #6@12" V i-cn #4 CONT w V y n. D 8' #4@12" #4@9" #5@12" #6@10" 8" 0 • c %'� BAR MIN �- r ,� 6" " 6" r. .r 12" a tJ� a3 / ■ 4 S 9 #4@9" 6 #4@9" 6 #5 @10 V #4 @9 12 „ -� i / a - O - - -- -- L_ _ IPE- - - - -- --__ _ 10' 6" #4 12" 8" #4 9" 8" #5 10" 8" #5 12" FORT OTC " J //� U) /I D @ @ @ FORT 12 OR 14 ° // I ° • ° • ° • 12' 8" 12" #4@12" 12" #4 @9" 12" #5 @10" #5 @ 9"OC ),• p -� •as Lo-- 16" ° 'o . • . •4••. �,• • . - . v.. 14' 12" #4@12" #4 @9" #6@12" V FOR T= 16 • ° ° ° ° 4 BARS MIN • a 16' V #4 @12" V #5 @12" V #6 a10" 12" o 0 o ' •• • o •• • U °' 18' V V #4 @12" V #4@9" 12" #5@10" 12" #6 @10" 14" B. o i� Z a) END OF CONCRETE ENCASEMENT [#4 @12" UNO] ,• . • • • w (UNLESS OTHERWISE NOTED ON n " _ n " _ " n n " n " V c [SEE S-171 T • • T/2 20 #4@12" 12" #4 a�9 12" #4 a�?9 14" #6 a�12 14" #6 @10 16 ° ° • �' 04 THE DRAWINGS) FOR REINF] (TYP a) ALL AROUND) T 2"CLR P o. NOTES: ( P ALL AROLND) (TYP, SIDES&TOP) OD RWF U) 0 1. WHERE ENCASEMENT PASSES UNDER SPREAD FOOTING OR MAT �`�� 1 0=�S'! er T= 6" OR 8" ENCASEMENT FOUNDATION, USE H=20'UNO T= 12" - 16" ENCASEMENT �' '� A' t 08035PE r� W I It END 2. ALL ENCASEMENTS UNDER STRUCTURES SHALL BE SEPARATED FROM THE PIPE ENCASEMENT d/ • E O F PIPE ENCASEMENT STRUCTURE FOUNDATIONS BY BACKFILL OR 2 LAYERS OF 40#FELT ' 1 UNDER STRUCTURES REV 102303 S-170 UNO REV 070203 S-171 •1414-lY 2 2,1e �4 3. WHEN ENCASEMENTS TERMINATE @ STRUCTURE, ENCASEMENT ' E FORO� REINFORCING SHALL BE DOWELED INTO THE STRUCTURE ti EXPRES:12-31-05 0 SCALE WARNING SUBMITTED BY r 0 1 DESIGNED MWH SHEET: OF Z NONE (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: ' DURHAM FACILITY STRUCTURAL STANDARD DWG: 000—GS-004 IF THIS BAR DOES DRAWN MWH CleanWater Services o NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is clear. PHASE 4 EXPANSION DETAILS — 1 DATE: 11-APR-2005 REV DATE BY DESCRIPTION THEN DRAWING SCALE CHECKED MWH ARCHITECTS ASSOCIATIVE INC (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 N I 41- FOR SIZE AND COVER MATERIAL (IF APPLICABLE)SEE SEE NOTE 1 SANDBLAST TO EXPOSE AGGREGATE AND WASH THOROUGHLY,THEN APPLY AN EPDXY BONDING AGENT ,. . , . .......:4@12" t. . A t USE THESE DIMENSIONS UNLESS OTHERWISE NOTED ON DRAWINGS DETAILED DRAWINGS . SEE MECHANICAL DRAWINGS . D. ... N ANCHOR MINIMUM EMBEDMENT 4 . I USE WSTP WHERE A . 1.1.4. - - Lo FOR SIZE AND COVER MATERIAL, Al 0 BOLT APPLICA LE . • EXISTING CONCRETE o NOTES (IF APPLICABLE)SEE N DIAMETER TOP OF OTHER DETAILED DRAWINGS SEE DRILL AND EPDXY • A • . A. ' ' p. ' • Ofr SLAB ek (inches) COLUMNS APPLICATIONS GROUT REBAR • t. • ... . N t. X" RADIUS (TYP) a. 1. USE ONLY HEADED ANCHORS, NOTE 1 1,24 Ansi ow 4 Amioriwniv 1 . . . ,:. . t. . 1 A 5 3 J-BOLTS ARE NOT ALLOWED w ill fir— ----1.a Ififii III NV D. • . i> • . i> - • 1,. • 7, lr^ . P. • 1)1 % 5 3 2. THIS DETAIL APPLIES TO Nif.11.1 .111wAv 4 ii,....-----1.4--.. w" i_ iii worm 1 A MIMI N NEILI RN F.— p4"CHAMFER . . . 1 • A • 1 #4 @ 12"TIES u.1 in ai BOTH CONCRETE AND i- WS rwiltar .A_.;i.i.or 7"'"*".'"". -----'"-"Ni......111P1111.. ...1 akirifiT a PIER OVER C (TYP) ------___,., I. t. . as 6 4 MASONRY IIJIMINII 1 SLOPE AS [1,--4X" 0 0 Y2 SEE NOTE 2 I 1.- I . li,' , A . : . _ z U) -.6 SEE NOTE 2 12; STEEP AS EXISTING SLAB - 6" 6" POSSIBLE co0 iliW a. % 6 4.5 3. IN MASONRY PROVIDE A 1"ANNULAR SPACE IN . 41 SEE NOTE 2 < = y4 7 5 BLOCK SHELL AROUND ANCHOR. GROUT TO SURFACE SEE NOTE 2 ,..,_416" 1 ALL AROUND • 1 : . 12C"LEAN FOR 0. BOND _J u) 0 DEPTHS LESS THAN OR EQUAL TO T FOR DEPTHS BETWEEN T AND 2T - . - . - w w V8 8 6 4. FOR ADHESIVE ANCHORS USE PIER A • . :l'A. A. 0 0 LL LL. t‘i 1 9 7 THE TOP OF COLUMN - t\I I , . . s. . a . ' A • 0 STRUCTURE PN A N , EMBEDMENTS UNLESS THE I SUMP OR • . ts. • • is. i t. i. .t. 1 WALL ,, 1 ID 10 8 MANUFACTURER'S LITERATURE TRENCH FINISH,GRADE -\ t> . .. ... -- - ... ADDITIONAL p 11/8 1 _ I- (F1OF ARpSpIZLEIcAANBDLETSVEEER MATERIAL SEE NOTE 1 - — ---4--1 -1 CALLS OUT LONGER LENGTHS ""I'.................6.1 ? 11 9 S-148 12" 4+- E 11/4 DETAILED DRAWINGS ---- ,,N6, Ir. 4, REINFORCING 66 E //4. -/,(----: .... , • - - ///„..- 74-- -- , _ 1 ,. (TYP) iii SEE LT. - t. • 0 ' I.T NOTES: Cl) — 7- MI' - " - - •-<..._-+r - 44-- n NOTE 1 112 41111PAIr -i AMP m 'MEW 1-1 - -, 1. BAR SIZE SHALL MATCH b. • Is. • . b '-----#4 @ 12" .A. PIER OVER A ___..... '....., SLAB TOP BAR SIZE EW T&B I.- PM Mil V11-1 1-- II.PIN r/1-- 1 : \i I i . - I, N EW SLAB 1 1 1 2. BAR SIZE SHALL MATCH SEE NOTE 2 10- IF 6" B CONCRETE PIER FOR PIPE ANCHOR BOLT EMBEDMENT f REINFORCING AT SUMPS SLAB BOTTOM BAR SIZE PIER ON S-175 SEE NOTE 2 S-177 S-181 REV 010201 AND TRENCHES REV 082399 GRADE - SUPPORT REV 080699 DEPTHS LESS THAN OR EQUAL TO T NOTES: I. ANCHORAGE PER MANUFACTURER'S RECOMMENDATION 16 GA TIE WIRE (TYP) U) 0 2. SEE MECHANICAL DRAWINGS FOR PUMP EQUIPMENT BASE TIE @ EVERY THIRD #4 @ 12" AND MOTOR ANCHORAGE INSTALLATION METHOD TOP BARS INTERSECTION MIN UNLESS a OTHERWISE z ANCHORAGE NOTED 0 SEE NOTES 0 TOOLED 3" MIN ALL AROUND //# LEVEL OR SLOPED AS ce MI gamilINIIIII•111.111.1.- EDGE 0 ,,q •. 1.• 1111111.11111PWF'. ../IgirlOill10111 _,, 11111.16-60°' INDICATED ON DWGS - - 0 .„_tv ED / ROUGHEN AND CLEAN FOR 3 "OR AS REQUIRED - 1:1 TOOLED EDGE - 1/2" NON-SHRINK . _dr ...... dilv ■11111/40/ 6 ÷1■■■•■\*...:."1■711 GROUT BBA)RITS°M I° "*.° ,/..--.Arlet Tiit..4411111PF■100°1■411114 hirr. , . ,IP . • , • TOOLED BOND • .21 • II :. A .11, • A • • • a. 0 •0 • . 0 . O. .% 0 • EDGE 41 #4 @ 12 a w I MIIIIIIIIIIIIIIIIIIIIIN I AM 1 MUNIMMINLA I IM ---\*.■.......,s....*,...071W WI, li VI II 11 mor,..441 ✓ ' . t> ' • • ' 1:. • t*/ • i). . . • ' /// /'/ s/ '' •IMINFAIRAL ° . . fir . v I- W U) 5 EN „- 1 11111111 11111111111"1111 I.11-°-I-11'5 p SEE NOTE imumramommiculir . o . ' 1 v.. < CI 6111=11111111111111111=M11116J 5 ROUGHEN AND c:1 ///,l'///' EN W CLEAN FOR BOND•LAJ \ ° A )0 • 0 , 0 A • 0 a • a • • 4h o. • 0 e ) Ir W — V V o , O . A •/'' 4 .0...- ,■.. . ....: < ■ '6 • . . 0 . . C 0 I:I- / . w .. I / //^//// i • o • ° • ° • ° • ° • 0 1" •.,,r • C1) a co ° V' "q 2"CLEAR FOR v ° . „ In #4 ---/ ° ° ° V EN ••• ° V7 0 SUSPENDED SLAB — WIRED CONCRETE BLOCK z DRILL&GROUT I NS"r/ -l- a 0 -2"CLR FOR BOTTOM BARS SUPPORT co < — 3"CLEAR SLAB BARS INTO SLAB SUSPENDED w) 8.. I ON GRADE -3" #4 TIE @ SEE NOTE BELOW 1 w g 0 a co IP CLEAR FOR 4" UNO SLAB §2- z SLAB ON GRADE s) 0 i AS REQ FOR EQUIP rn • . #5@12"AROUND NOTE: Vs NOTE UNLESS NOTED OTHERWISE METAL BAR SUPPORTS, IF USED IN SLABS NOT ON GROUND, SHALL NOT MAKE CONTACT WITH FORMS p USE 2 MATS OF#5 @ 12"EW EF E FOR SLABS 10"AND THICKER -0 c 65 cri SLAB-ON-GRADE HOUSEKEEPING PAD EQUIPMENT BASE REINFORCEMENT SUPPORT a. , S-190 S-191 , S-192 , S-204 a) REV 022504 REV 041502 REV 080699 REV 060199 = c a 0 ,-- ...- c \ co Tr) DOUBLE LEAF ALUMINUM a) FLQDR-ACCESS DOOR a r — -, 6 FOR ADDITIONAL ■ /WITH FLUSH LOCK a REINFORCEMENT AROUND I I SLAB CONSTRUCTION \ / OPENING, SEE ROOF JOINT W/6" FLATSTRIP I I = PLAN SHEET / Ts WATERSTOP I 1/ I as LL. E i ai .1 , / il - - - -E I [ • • -II . = • 1,,, 1 • -- a I I • , #4 BAR HORZ ::,111:4 Ti) -■. 41 10 ■.:. _ a . it U) .11 #4 @ 10"VERT c.) ---- 11;1177 "1" '''' t....t." ''''' "I' : '`.1' • (TYP UNO) . •oli 0 a) .) f ' . I, (I) ,. .• ,AP, Los' // I I SEE DRAM 1.*S I dr 2-#4 x 4'-0"LONG. @ 4"OC 11 • ...11 • . a) I • . ----77V7 if\ I I I I DIAGONALLY,TOP OF ••.11 0 ;•, u) SLAB(TYP EA SIDE) • 11 • '11 2"CHAMFER.-7 I 11 0 I 8"(TYP) q - C z . 41 0 R& .°I 1 (T3 I -td/ 0 U) ?!;:, AiliAlL I As )°, • .,. U) Ch 15 I I I U) -7. ,), — CLEAR OPENING a. , ■ c _ - - II ha I SEE DRAWINGS co - . . Cl) ii I a) C .......... o:. STAINLESS STEEL LADDER SECTION A ._ U) a, V Cl) I / WALL.CONSTRUCTION -__ co PRareerk ct. , . A - A e I/Cc:Wm --- b= 08035PE r LE ACCESS HATCH FOR . ,„, . .. iiir S-216 . ZIP 22 \- 4 EXPOSED RESERVOIRS REV 010201 /41A. ' V‘Ir ' F 00 It) EXPRES:12-31-05 N- o 0 SCALE WARNING SUBMITTED BY C) '''''4 SHEET: OF in 0 X 1 DESIGNED MWH ,-- i3 li■MT ( 0 ) NI W DURHAM FACILITY STRUCTURAL STANDARD DWG: 000-GS-005 (PROJECT MANAGER'S NAME) LICENSE NO. DATE H IN ASSOCIATION WITH: Z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION DETAILS - 2 ..0 O NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: I1-APR-2005 -) THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 4" Mt inEWATERPROOF 4 TAP E 2"WATERPROOF TAPE OR 1" .1.1 362" :: 1 " II' kb* ,c(f2. L WELD STRIP-/EE 1 -roe ELEVATION OF PVC N- ....k-•••"*"'-'•-•- 2"WATERPROOF TAPE 36" .- ., .• .\in . . Nz>. . a . a. • - •a a a rl \I - •a LINING-SEE DRAWINGS . • :,- • . •ia ' -' ° _ . ‘ ,- . . a . •::• - - 4" WELD STRIP 9:::::.:::It;.•::„:4-!:■ ' o 4 0 -•:c ca 4_ 5 • 4--'' .4- • '4 - 1 . . 4 .1:)- . TERMINATION STRIP ; 41 lkia :. 1L---- -J1 1.-1---------4' 7)- • . • • , - . . . Lo . 4" I. _ -- 8 R r • .9-6,0 /1(-- \s4"-"\ ---• 34" MAX \---- PVC LINING TYPE 3 JOINT • • la, ill X 2.. CORNER STRIP ---" .__in WELD STRIP • 0- / 44:6"' PVC LINING %" 2"MAX SEE NOTE 2 1"WELD STRIP 1 JOINT STRIP • • •. 1" v. MIN SEE NOTE 2 •• - 4,7,+ A\st9 4, (TYP) 4"JOINT STRIP TYPE 3 JOINT . LOCKING EXTENSION • t' ti I. 2" 1 t I. • 00. 90° TYPE 1 JOINT SEE NOTE 2 PVC LINING- • LOCKING EXTENSION LOCKING * - :I'll • EXTENSIONS SHALL '5 =1' k 2"WATERPROOF TAPE OR 1" 1 " MAX • • BE 1: . : 1 %" 2%" a. OUTSIDE CORNER STRIP /7---- EXPANSION JOINT _ (STEEL ONLY) \rVELD ORIENTED 5A:' .41 .14 (TYP) Ii" R -- \ STRIP-SEE NOTE 1 • . . - • • • all . . . - . • -6 ra.- li 0 a o VERTICALLY UNLESS .. - w a a a - - •a ° 411r (glik.' 1 1 iZ,,,, TIE ROD PATCHING STRIP 1" WELD STRIP . "'° . - .‘:• A ° - ' *a mil . - ,-. • INDICATED : • .... . / A-41 0100 a r, . . 4.N". . ,40`. .'>'.. 41 a 'C> . • 0 - • ...*4, :. : 4 - a \>: ' C. • . ** - -.°4* . .. 4 • -.-.•.-.-.P.I-T-1.-...-.-., • _ c• - 1.- - ' - a . - E a OTHERWISE II/3 " .....il . . 4 - - - - - . . . . -- . ;:::::::$ ::•:::::::::•:$ . . . . - - - - ' i> ° - ° - s..rk,L.,.....r._26... N *••••••• +••••■,-4:•• = .2" N • • N SEE NOTE 3 FLAT WELD STRIP J N 3,.. 1" MIN (TY1:) r TYPE 3 JOINT 1" ..,_ PVC LINING IS IV L PVC LINING E 1., 1" ..] (STEEL ONLY) o p „ • MIN 141 INSIDE CORNER WELD STRIP 742" . •(/ • • • in WELD STRIP SEE NOTE 2 JOINT SEALANT 1"WELD STRIP SEE NOTE 2 TERMINATION STRIP II-I A 0 TYPE 2 JOINT . i .1w 2 96" 2 x" . • 4"JOINT STRIP 1411 1 11/161. 01 1 ri I• • 'Of °• AT EXPANSION JOINT SEE NOTE 2 BOTTOM ELEVATION OF PVC 7'WATERPROOF TAPE LOCKING EXTENSIONS SHALL BE REMOVED TO WITHIN 192"OF THE dr T I -; 0. (3 imi St- NOTES LINING -SEE DRAWINGS INSIDE CORNER WELD STRIP SURFACE OF THE SHEET • ie TERMINATION STRIP (STEEL ONLY) • ' V ° ( 1"WELD STRIP 1. APPLY BEFORE PLACING CONCRETE. PVC LINING STRIPS . 0 . • A- 2. APPLYAFTER STRIPPING FORMS. PVC LINING JOINTS PVC LINING TERMINATION STRIP PVC LINING SHEET S-350 • ti, PVC LINING S-351 S-352 S-353 REV 091703 FIRST POUR 3. FOR VERTICAL CONSTRUCTION JOINTS, REV 091703 REV 091703 REV 091703 AT CONSTRUCTION JOINTS OMIT THE 3/4"CHAMFER ON EACH FACE WHEN COVERED BY PVC LINING. 2"WATERPROOF TAPE ADHESIVE ADHESIVE 1" MIN 1"WELD STRIP(TYP) _I L .:, -. • -.4-„4..•0.•-1/1. 4: 5.'-.;• la .0 • ° a 0 • EXISTING WALL : : P. ili 1"WELD STRIP(TYP) ° - • -- -- - :. • ' •• --• :70 A . . . A • . 2" MAX I 6.-• • • -0 ' -1', •.-°- • . -- ._ • . a ND. •• ' - - 4• 2 V PLAIN• V • : '•i'' - 11,M7,11"."1"(Ir •.0. •.• • .• .-'''• 2"WATERPROOF TAPE PVC SHEET 0 . 0 --. ; /1 - • / 'IL .4:,,.: • A " , . .44. , A''• • a.• . -• ° . • • - .•- :12" 13 r........=„,....,. . D „ . • I- f".• ' e • . . , .... - ;• . z : A. .• • • ' I A 4.- . :: * . • ', . '''' i .-- -.•- • • ADHESIVE SEE NOTE 1 __... ' t :a-. Q-•-: 1"WELD STRIP ..., 'Cr)- .1 0 ' ' •1 • ••4:- • -- --' , I ------ - ... - a . . .. .. .. i.<a. a 1 :: d ' -'1.P'°- :: PVC LINING _ • • • A • D ° . . -'. : 4 .1i, .: _ I _ _ 1 1 ) - .. . . (TYP) .• .. 0 • •A. o•P 0 . ••11,*••••••„ A ° 2 ,- , . . i.•!•- "i'"1 • "I"" ‘IL : --- -- CORNER STRIP -Zi . ° NEW CONCRETE • V • :,,...4i. SEE NOTE 1 r- ADHESIVE . ---- T4.-• E . PVC LINING ,;:i3- -ci; , •I ,-- ' i ‘ g% ' Ar P/ )) 1: ,Qf . . :Z. o • • 0 . • 0 • • . D 1r • J 1 4 v N N,4 . 1"WELD STRIP /r/ . 9.. .4%:‘ . AT CHECKER PLATE SEAT AT GRATING SEAT A ...,..... . cNi L-- 1 WELD STRIP(TYP) 43 '• . Iri\__A . Gt • EXISTING WALL . A • 0 . , I ' ■■ K PVC LINING .: 1. --- -'a' 1 ..- OR FLOOR 0 • SEE NOTE 1 \ b a . \ .A • CORNER STRIP ___0/1:: - ; , i • D • ° . ' SEE NOTE 1 e•.• • \ ZN ., . • '10 .- I) CI "s• (TYP) iZ=3 . • 4,.. • i ■ : .: - - -..- Z•13 1 . \ , •• \ A TYPE 2 - OUTSIDE CORNER TYPE 2 - INSIDE CORNER -• 0 : * * . * . :!.: *° • • i'm I I a. n ,\ .... . , CO . , . - USE ONLY IF CALLED FOR USE ONLY IF CALLED FOR . 2"MAX -i ______ ■............... ..■,, Mb Ma ■•• .. .. AM U • I. 1, 11 ‘ 1 t • ADHESIVE f VI . . . - • - L . I IIN 'p: Ilk r0 ' c • P • • A A. . ... t+ A ' A, --i A. i; i : a ..:;`' ..iA PVC LINING co . . • o E3 . .-'IR ' • r• • • I> .. • C•, • ''', , • • C• • .. a • • 4, • • • . . . . .- ". *a:-*‘o:.'°:- a„'fi- cl" cl . CI 4:: • • A . • Co -1 ' 1 . - \ ' .. ^ . ••• .• • .• 0 . • . • • .• 0 •. •.•■t•''...» 1# . 4--. : :4,-- 1 . : • TOPPING GROUT 0 :., CUT OR NOTCH LOCKING NEW CONCRETE z cncl) INSIDE FACE ,: „IQ-\ INSIDE FACE P: ,.kfZ EXTENSION AS REQUIRED Th'..,,,...." ADHESIVE 8 OF WALL(TYP) OF WALL(TYP) c`. i'.*H''.' :,..a.:••"5:•-= REMOVE LOCKING : i::4,.: a. ,,i. '..:‘, Z■I kt, SEE NOTE 2 Fn ••• . . -- • EXTENSION "% • .: :-A :. . V ::. , . 1. .- . . -J a. AT EMBEDDED FRAME AT FACE MOUNTED FRAME -0 4).- : • R- •,r, . ••. ,;.• TOP OF WALLS co ,, .- CO T's VERTICAL IN WALLS T's HORIZONTAL IN WALLS ^At •• - • • • . # •• .. 4 . . .• U) NOTES: f) (SHALL BE USED UNO) (USE ONLY IF CALLED FOR) . . . -•-• • . • • -.--.L- n ° . . . „. • :.• v .. • • • • _ . • 0 Q. I. SEALANT PER RECOMMENDATION OF PVC LINING MANUFACTURER. 12 act :: - • • - , . . w -* '.:• • • • • z ce ..0: NOTE: 4 1- EXISTING FLOOR ' ° • • w 2. CARE SHALL BE TAKEN WHEN INSTALLING THE ADHESIVE 5 BEND SHEETS APPROXIMATELY 6"-2'-O"AROUND CORNER OF WALL. WHEN ANGLE"A" EXCEEDS 60^, FORM TYPE 1 - INSIDE CORNER „ EN ANCHORS TO AVOID HITTING REINFORCING,AS EXCESS HEAT c7)'- NOTCH LOCKING EXTENSIONS AS REQUIRED. STRIPS (SHALL BE USED UNO , MAY DAMAGE THE PVC LINING. u) PVC LINING AT ROOF WALL SHALL BE INSTALLED TO PROVIDE a. SOLID PVC LINING AT CORNERS TERMINATION OF PVC LINING AT PVC LINING AT EMBEDDED AND t S-354 BACKING FOR PVC LINER AT THE RADIUS. S-355 S-356 S-357 REV 091703 REV 091703 REV 091703 REV 091703 = INTERSECTION EXISTING WALL OR SURFACE MOUNTED ITEMS c TYPE 1 - OUTSIDE CORNER 6 0 (SHALL BE USED UNO) FLOOR --E- .) IN 'tn.-- .. I IN :: )62"PLAIN PVC SHEET INSIDE CORNER w %" HOSE O 17 CLAMP .. TYPE 3 JOINT 2"TIE ROD WELD STRIP(TOP PATCHING STRIP TYPE 3 JOINT(TYP) OF BEAM ONLY) 0- ‘•''' :. I 'TYPE 2 (SEE NOTE 2) V' DIA WASHER ./. . • • >, i p. JOINT _ ___ 77.5*-- ----------------- -------.4 ;: TERMINATION STRIP '-'7"--'-I .. iHt.• ,:: ‘,.. . ...7,,,.... ....• : .,... ca PVC PLAIN SHEET - N--\ k, 2 "41 .:4•;:.4::.. , 1 . a. . :4.' `.•.41:7: 4: I ADHESIVE E . TYPE 2 JOINT A- •c -------,------- -_-__, ! , N a 4 ..••,t:..4 .0,... .•,, • • ' •4 BEAM .' l' ::MI , . 13 • • • 9, _,--- yd PLAIN PVC SHEET ADHESIVE .■-v- • . • . . . A_ - 8 ... 1 -- SEALANT ---- ' •'' .' • • a 4 • i % ri .1 t i.. I . • . \:::- BEAM TYPE 2 JOINT-TYP -----?1 '. ' ' cn .. 2X2 CORNER WHERE BENCH IS 5-361 a - a ,_ . - • BOTTOM AND BOTH SIDES • • - • .1 STRIP I GREATER THAN 12"WIDE - -99. • -4. ,, 4 • 2 WAY CARPET A - ) zi • N 1\1 • • . r-- TAPE(TYP) .-. -J • --I . iii CUT HOLE IN MAIN 1 TYPE 1 a• SHEET APPROXIMATELY .----- . ::- 0 %" HOSE 4"LESS THAN DIA OF ° ‘-- CI cu CLAMP PVC LINING T , SEE NOTE 1 VW I .. - I) •• FORM 0 . • - b. 2.. BEAM/WALL INTERSECTION dr-r-----r----i. . . f:: , . \._. . .n. . . . • . . . . ii r I PVC LINING ri- . , cl ° _., NOTES: rif • 1'. 0.4 • .4. • ° ' • A COLUMN NOTES: 2 • 1 4. • • 'Or. A• .. .. a. 4 i . / _ _ .• .. I. Y4" DIAX2"SS RAWL ZEMAC NAIL IN ANCHORS OR EQUAL -6 . _______....._,..... a) . . P'• . . :: WITH MUSHROOM STYLE HEADS. ANCHORS SHALL BE 1p. • . . . . . Q . . .. 4 F. I. ATTACH LARGER PVC LINING SHEET - I '-\\ SHAPE SHEET WITH -'1'" - - • . . NAIL • a •. •• .. mu) 1 I 1 HEAT GUN TO FIT - SPACED @ 12"CC EACH WAY A • • •t:. „ • . A TO COLUMN FORMS WITH NAILS AND -c) : co . _ _ "' \ I FLANGE .• . 9 a• 0 0 . ii TYPE 2 JOINT 2 WAY TAPE PRIOR TO INSTALLING 2. HEAT WELD THE 2"TIE ROD PATCHING STRIP OVER 1,10 4 0 • , . 4 o , . • . . • • - .z.'- • • -4'- - • • 4•- • "...1• ••.:....:.........:.L.11 FOURTH SIDE OF COLUMN FORM. u) THE ANCHOR AND WASHER I . . . ° ° •.: . 'V.0 D •• • * • 1121 13 di. .1 Allii 1 n \__ . . . II I 1 SLIT MAIN SHEET PARALLEL A . a ly.. tfr. ° D .• .. .• . ADHESIVE 1 X" II 2. FASTEN PVC SHEET TO FOURTH SIDE OF FORMS. ccSe PROT43,1 a TO LOCKING EXTENSIONS. -1 cn a e I X 4.4p kka, 0 CLOSE SLIT WITH WELD COLLJMN STRIP 3. USE A TYPE 2 JOINT ON EACH SIDE 444 • • "50,- hi TYPE 2 SEALANT(TYP) AFTER STRIPPING FORMS. 47 ' 08035PE E. ..,,, PVC LINING AT PIPE PVC LINING AT BENCH MECHANICALLY ANCHORED PVC LINING FOR BEAMS, COLUMNS kt MOON S-358 S-360 S-361 S-362 • 41" 2 2,'N't i?' PENETRATIONS REV 091703 REV 091703 PLAIN SHEET REV 091703 AND BEAM/WALL REV 091703 144-e FO ft° ■ INTERSECTIONS in EXPIRES: 12-31-05 Lr) ID SCALE WARNING SUBMITTED BY Ce) to 0 X 1 DESIGNED MWH ''' , SHEET: OF 'd 1■!!!!■;iiii --.N\ DURHAM FACILITY STRUCTURAL STANDARD DWG: 000-GS-006 (PROJECT MANAGER'S NAME) LICENSE NO. DATE 0111) MVVH ,N ASSOCIATION WITH: z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION DETAILS - 3 .0 o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. DATE: 11-APR-2005 --) THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 / COVER/HATCH • ' • : t- CAST-IN-PLACE A • • A • STRUCTURE, STRUCTURE A . A • I) REBAR FROM X" 4 3/4" 1" j CLASS C MORTAR REINFORCEMENT A • , D • PRECAST BELL IN, Ell SUSPENDED SLAB NOT SHOWN - ° . • ° - ° A END 0``) PRESSURE TEST 0 Ns\<S,. °:>_} • A ° . • A* • • • .4* • ' . A /' c' --..--N-- PORT W/PLUG PRECAST X A . 0. , At• . p. . BELL-END 113- —1 I D • • D • • D • • D " PLAIN ........... . L • a • a • A ' . A ° A • a , a . t. . t. RCP . • • • • . PVC SHEET . • ° 4 - ,..„- %%I' . - . q - ° ''' - A - A A - A - A A • • A • • • • A • • ''`---.., ,, . . q P. b. b. b. .. & ., ' i'• A Mb.. • -ti . • . ffl ' . t. • • • . . soil - - I‘ • • • • • i . o• AA airmmi iniscarmsm , . 0 . . V . 0 a '6 ADHESIVE . - *c• .• FILL WITH NON . • . . . • . . . A FUSION BOND EPDXY COATING AT EXPOSED ' t° ' 1> ' • 1111111WACIIIIIN ' ' - . - SHRINK GROUT 1° ' A ' A ' A ' ' i . : ,A ' • A ' A . A • - 1111111111111111111111 =MI EN• 1 . 0111111111111111111111111111111111 . . . . 0. .• • JOINTS . ••s> 0 cl 0 . •1:1 0 V 'C... . • •■•s• *- t, . . -•••••''''- , A A , • A , . , A , A ! C15 . .zz. a I 0 4 .. - - - "1.- GT • . N • . • . . N • . • . ,s• . A ' • A ' • › › i, . t. A• . P• . _.....„,,I. #4 HOOP BAR I = . • • +-'0111"11111F/AW:41111"11111111r41 .../A, • • . — ImissonMISISSWONOrM■s. • ENCIRCLE REBAR • i> •. 0- . li--7„, 14,„,,,„,„,,„,,-—.....■00077 , IP III • lic. FROM BELL END g , I. .t. A . - . • - • • . . . . . . A (TYP) TYPICAL PIPE JOINT PER DETAIL S-364 AND S-366 -----7 1"WELD STRIP I , I NOTES: PLASTIC LINER ..DIRECTION 1 RUBBER GASKET 1" 1" 1. STEEL AREA IN OUTER CAGE SHALL BE OF FLOW it (TYP) (>1/4"(TYP) EQUAL TO AREA OF OUTER FACE STEEL icii PVC LINING 7,, 2 1/2" AT SPRING LINE OF CORRESPONDING RCP. -/ - STEEL AREA IN INNER CAGE SHALL BE EQUAL Ow 0 7/8" ---/ TO TOTAL AREA OF STEEL AT INNER FACE AT INVERT OF CORRESPONDING RCP. PLASTIC LINER 2" WELDED PLASTIC STRIP PVC LINING AT COVER -0-----DIRECTION OF FLOW DOUBLE RUBBER GASKET JOINT BELL-END COUPLING S-363 S-364 S-365 REV 091703 OF STRUCTURES CAST-IN-PLACE STRUCTURE ROUGHEN PRECAST STRUCTURE REINFORCEMENT S-415 STD HOOK SPIGOT END, MIN OF 3/16" NOT SHOWN AMPLITUDE. CLEAN -,, -----,-df t. . > FOR BOND PRIOR TO . ° •4 1"PREFORMED EXPANSION .41/ PLACING CONCRETE D • • A • • N JOINT MATERIAL-BITUMINUOUS I TYPICAL PIPE JOINT S-364 . A - • A • 2 CIRCULAR REINF CAGES EXCEPT AS OTHERWISE PLASTIC LINER SHOWN, SEE DETAIL 1 \ 114 A A . . , A , A , A , A. 7— ■ • • D • D • • A • • A CIMOPMRPEOGUNNA DTEBDETYFOPREE.INSTALLATION ELAATCIHON SIDE WITH 1/4"OF JOINT SEALING IN COUPLING, SEE NOTE 1 ,=..arA AmrewArAzrzwAiwiwAwA ti ir:...a ry....k i wA m RHOEBRAIZRONTAL 2-#5 OMAN VAIAPFA9rPAIFAIAE t. t. t.• STIRRUP 1" CLR 0 PRECAST SPIGOT END • A ° A • • A • • A • a • a • • a • ■If II . BEND 11 1 - A . A - A - • * • .4 , p• , 4> , t. • P- • i' :•■•••:. • P' • .:.• . ENDS 1P1 1 , 41111111Lii.., • D • • 1> ' ,_ A • • 1> , A I=. ° i* I k° i 1 A i, - REBAR FROM . . _ . it',000000•11"..41:51,,, ,orArtdrApsompiolow*":, ° ° #4@24"MAX EACH CAGE 1 A ir WAIIIIIMMIIIVIIIIIII RR wirumow'm A L•00A • • AEPRECAST SPIGOT .. • 21w •,p,„0,„:4,A.„.........,............ Pf11 id 221111,.' ,19111111NIKmailks„. „. ,.. LI • . ....=:: 11 .41•10111 I 111,11. MI ■--1. A A dimsommo.11.•••••••••••• "P!' :••••: I iss. is Mill Illai a • 4:* ' • 1* SILICONE cS . 'IR RCP , ., #4 HOOP BAR ENCIRCLE CAULKING , INTERSECTIONS CORNERS 8 REBAR FROM PRECAST NOTES: 4(g)Q ll PRECAST SPIGOT END SPIGOT END END(TYP) PRE-FORMED STEEL SPIGOT RING,SEE NOTE PLASTIC LINER JOINT NOTES: 1. DEEP CUT BOND BEAM BLOCKS SHALL BE USED WHERE HORIZONTAL § PLASTIC LINER Q. ‹ HYDROPHILIC REINFORCING STEEL IS EMBEDDED,AND ABOVE ALL OPENINGS. 1/4 1 WATERSTOP 1. STEEL AREA IN OUTER CAGE SHALL BE co EQUAL TO AREA OF OUTER FACE STEEL 2. H-BLOCK BOND BEAMS MAY BE USED AT LOCATIONS OTHER THAN 1 AT SPRING LINE OF CORRESPONDING RCP. STEEL AREA IN INNER CAGE SHALL BE EQUAL OPENINGS. -0 7,, 11" 10" JOINT SEALANT DETAIL I 1_ TO TOTAL AREA OF STEEL AT INNER -0 S-131 3. HOOKS SHALL BE TAKEN TO FAR FACE. (16 MIN AROUND(TYP) , FACE AT INVERT OF CORRESPONDING RCP. 0 5 - 2'-6"MAX P .1 6 1'-6"MIN U) 0 I SPIGOT-END COUPLING 8" & 10" BLOCK WALL 46 DIRECTION S-366 , S-401 S SECTIONS REV 091703 = OF FLOW OF STRUCTURES 0 0) 0a) STD HOOK . 6S-415 ca. 8" CMU 10" CMU 12" CMU NOTES: >, HOOK BARS WHERE FULL ti EXTENSION CAN NOT BE OBTAINED BAR HOOK EMBEDMENT EMBEDMENT EMBEDMENT 1. USE LAP LENGTHS AS DETERMINED FROM ai 245 HORIZONTAL LAP LAP LAP LL SIZE X E E E THESE TABLES UNLESS INDICATED 1 REBAR - ' . OTHERWISE WI : . CUT BARS SHALL #3 6" 15"(36") 12"(29") 15"(36") 12"(29") 24" 19" E I 111/11111Fill VIC=',..."n11111E P=..:77.111111/1111 ,ZIG : : ; i ; HAVE A 180^ HOOK 2. THE TABLES SHOWN ARE FOR fm=1500 PSI ° cn .:.`74CA■ or /VW Al- 0/11114 1. : : : : (TYP) #4 8" 21"(63") 17"(51") 16"(63") 13"(51") 42" 34" AND fy=60,000 PSI -,irmirk..1 Placimiad FA IFTANFAL 7:W5r 1 Y 3. WHEN BARS OF DIFFERENT SIZES ARE LAP STIRRUP 11 0 '0.8 -0,21 -..II #5 10" 35"(99") 28"(79") 26"(99") 21"(79") 64" 51" 0 SPLICED, LAP LENGTH SHALL BE THE )cl) BEND I ''''' ... U) LARGER OF THE EMBEDMENT LENGTH OF ,_, ENDS IN / - I., 2-#5 UNLESS NOTED OTHERWISE THE LARGER BAR, OR THE LAP LENGTH OF #6 12" 74" (199") 60" (159") 54"(199") 44"(159") 106" 85" O N. / THE SMALLER BAR. #7 14" 108"(270") 87"(216") 78"(270") 62"(216") 124" 99" . OPENING 1 .2 11101/ 640 IN 41 WA ..6'. / N um a I #8 16" 164"(378") 31" (303") 114"(378") 92"(303") 152" 121" 4. USE REBAR COUPLERS FOR SPLICES OF#10 AND LARGER BARS 0 ... .... #9 18" 227"(401") 182" (321") 154"(401") 124"(321") 171" 137" .....1 a) INTERSECTIONS CORNERS . 21% ..`all :'t O . . . . . . USE LENGTH IN PARENTHESIS FOR 8"AND 10"SINGLY REINFORCED CMU WHERE THERE ARE L-- NOTES: a. • '. • * a .. = : • C j 40 BAR DIAMETERS : - TWO BARS IN A CELL. 2) 1. DEEP CUT BOND BEAM BLOCKS SHALL BE USED WHERE HORIZONTAL ..--1 • HOOK 2'-O" ; A MIN 3"CLER(TYP) ... ' ow REINFORCING STEEL IS EMBEDDED,AND ABOVE ALL OPENINGS. •■-D C ©MASONRY -T, 2. H-BLOCK BOND BEAMS MAY BE USED AT LOCATIONS OTHER THAN valwApApommirA rx!! _•_-_'_•._=7.441121WA OPENINGS. Q 2-#5 FULL HEIGHT illibTallbra /1111M111119 -OD O MOE .1., : :''A 1 imutemi ft I HOOKS SHALL EXTEND -gt- co 3. HOOKS SHALL BE TAKEN TO FAR FACE. ,,,,,,=-Agar-4,--;;A rgo.,=',,,,,,-2 2 i TO FAR FACE OF CMU OD PRaren, lam NOTE: wee.154,4 (TYP) cz 40,0 g 1 Icit2Wm 3 REINFORCING SHOWN IS IN ADDITION TO NORMAL REINFORCING AND SHALL BE PLACED WITH EACH LAYER OF BARS PROVIDED Ili LI 141 ir. 12" BLOCK WALL SECTIONS REINFORCEMENT AT r...14 LAPS HOOKS AND EMBEDMENTS 1 „ : f.f., it , ck."44 ,t08.....035,pE ,--- - , 4.1' REV 091703 S-402 MASONRY WALL OPNGS S410 00° FOR 8" 10" 12" CMU REV 090303 144., , tt- v`■ , e F00 EXPIRES:12-31-05 ■ c9k° SCALE WARNING SUBMITTED BY co --■-1 SHEET: OF L° v- 0 X 1 DESIGNED MWH 1 I ( 0 ) 111/ DURHAM FACILITY STRUCTURAL STANDARD DWG: 000-GS-007 z NONE IF THIS BAR DOES DRAWN MWH (PROJECT MANAGER'S NAME) LICENSE NO. DATE H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION DETAILS - 4 0 NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 ...) THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 RUN CHORD RAKE TO FORM JOINT(TYP) ANGLE FRAME STAINLESS STEEL OR FIBERGLASS NOTES: REINFORCING THROUGH SEE TABLE. MITER AND WELD CORNERS CAULKING(TYP) X" STAINLESS STEEL STUD WELDED CONTROL JOINT TO GRATING 1. UNLESS INDICATED OTHERWISE,ALL GRATING I MASONRY . . y41. (EPDXY FIBERGLASS)SUPPORT SHALL BE ALUMINUM 11111111/111111111 IIIIIIIIIIIIIIMI UNITS GRATING . *. • WITH NUT AND WASHER BANDING BAR 2. GRATING DEPTH TO BE DETERMINED BY MANUFACTURER LO 1 11/ .i,.1,'''*-■" 1 316" SADDLE CLIP AND APPROVED BY ENGINEER(UNO) 0 0 11 # • • • .• D . .• 0 . :V CN D . . ' 3. ALL ENDS AND OPENINGS SHALL BE BANDED thi . . - • - . . . • % • '. • Q_ , . . . • . • o o • . " Ell IlEr '? e . .. V /NI' ' 4. WEIGHT OF GRATING SECTION SHALL NOT EXCEED 80 LBS _ 1 BOND BEAM ---/ • 'e :, ...., •Igt L\ 7t- .14A . 2 1,1 • , . a L g In 0 N ; ; + aml■ 5. METAL BEARING BARS SHALL BE DEPTH T x X 6" @ 1 X6" OC ai CONTROL JOINT a 1 • h. . . .. Ai I *. '• •' ...• 1 CROSS BARS SHALL BE @ 4"OC ai . -, . -- -,- )6" SS ADHESIVE .. . 0 e 1110 - • • 6. PROVIDE A MINIMUM OF 4 CLIPS PER GRATING PANEL,APPROX 4" CONTROL JOINT AT BOND BEAM • - ' • • • ANCHOR AND WASHER . , , , 15 A '1 FROM PANEL CORNERS. MAXIMUM CLIP SPACING AT 36"OC a. • 1 • • @ 18"OC ■\. : . •• SUPPORT ANGLE LLV: . •, •• 7. MATERIALS: CONTROL JOINT X"DIAx 4" WELDED METAL=SS L-4 x 3 x X LLV • • . , . • ,, • •• • .• (RUBBER OR PVC CAULKING(TYP) STUDS @ 12"OC(MAX) FIBERGLASS=L-3 x 3 x)6 •COMPOUND) WELDED TO ANGLE FRAME BEARING BAR of .- GRATING SEAT ''.. - - • ' • • • a. USE STAINLESS STEEL EMBEDS FOR METAL GRATING SASH MASONRY GRATING STOP X" BAR OR SUPPORT s ' b. FIBERGLASS GRATING-USE FIBERGLASS FOR ALL COMPONENTS 1 ' UNIT(TYP) WELD TO SUPPORT BEAM EXCEPT DRILLED ANCHORS; ALL CUT EDGES SHALL BE SEALED FRAMING ANGLE SHALL BE STAINLESS STEEL 99 STOP HORIZONTAL 211 111111 : •. El 11111 (FOR FIBERGLASS USE CONTINUOUS PULTRUDED AT ALL INTERMEDIATE GRATING CLIP DETAIL WITH RESIN; BONDING: USE EPDXY ADHESIVE BONDING AGENT AND END SUPPORTS(SEAL FIBERGLASS SEAT&ANCHOR) GRATING STOP ,E REINFORCING AT El-Ing 1111111i IIE WELD ALUMINUMS, BAR 14"X GRATING C. USE STAINLESS STEEL BOLTS FOR ALL CONNECTIONS UNLESS , CONTROL JOINT GRATING GRATING BOND FIBERGLASS BAR TO NOTED OTHERWISE FRAME ANGLE FRAME ANGLE DEPTH (CONT) - DEPTH T DEPTH T SUPPORT BEAM). OMIT WHERE -- GRATING CY; U) _ GRATING IS CONT OVER 2-#[]W/DOWELS 1" 1 XX 1 XXX 2" *2 IOU X x 3 SUPPORT BEAM. SEE S-415 FOR LAP (1 X X 1 ift X VI) ----_______ ... LENGTHS 2X 1 XXX 1 Y4" 2 X" 2 XX2 XXX 1111111111111 11111111111111 1111111: CONTROL JOINT AT WALL (1 x1 Xx Y4) 19-1-11cTilits --1--- --) MASONRY CONTROL JOINTS , 1 W 1XX134XX 2 X" 3X3X X j i : GRATING .,. . S-430 1 Xi" Y4 . L SUPPORTING BEAM. 2 SEE PLAN FOR SIZE ,...j S-501 REV 102403 REV 102303 AND END CONDITIONS --/ GRATING STOP DETAIL * OR USE 2 1/2 x 2 1/2 x 1/4 W/ 1/4"SHIM PLATE WELDED TO BOTTOM .° -***--%% X"NEOPRENE Y4"STIFFENER )6"TRUSS HEAD SS BOLT @ 9"OC MAX(GREASE TO PREVENT BOND) IN 1" '"'"• O GUIDE STRAP LADDER 16 X" STRINGER AT X OC MAX IN LONG SLOTTED HOLES, SLOT TO RUN PARALLEL TO JOINT/WALL(TYP) 0 ,.., ° 1 X" GASKET(FULL BAR 2 "016" DIA EXTENSION--\\ l'i -I "0 - -- - -- ° 0 0 1., . • p■: SPAN DIRECTION I FACED)TYP X'' X"BANDING X"BRIDGING STIFFENER __. • "MAX y4"BRIDGING STIFFENER PI Ya" MIN ID \-1 ; la C:3 X" NEOPRENE . . STIFFENER AT X OC MAX OR A BAR ill. II I y4"CHECKERED AT X OC MAX OR RUNG 0 " ; GASKET(FULL 1 X" Ill X" 1/8"NEOPRENE GASKET I ' '-•••, = 0 ° PLATE X THE SPAN t'll-a- ALL AROUND X THE SPAN (WHERE wril TYP BAR "DIA.9'y' ; E.: , p . I FACED)TYP BAR SEAL I REQUIRED BY SPAN) 3A6 r TYP I • 1 1. o / 1/ . A a . . V i,''. 411,411111M111;4111 II4IIIIIIIMPIIIIIIIIIIIIIMIIIIIIIII4114111Me41111MIIIIIIIIIIIIIIIIMIIIIK IMINIIIAIIIIIIIINFAIIIIIIIIIP 0111111KCIIIIIIIIIIIIMIIIII VOW MINIMS 41•11,4,41111101WININI 4,4111111111NINIIIIMMILvAIAIIIIIIZILUINII lAIll• WELDED T° '411■41,41•IMINIAMININIIIIAIIIIINIAIIIIMIIIVAI■1111/15111111/4.11111KOWINVAIMIIII NITAIIIIIMINIIIIIII41111MIIIIIIIIMUMIIIINIPII I IIIIIIIIINI411111 V 41,411111MI41111M115 . EN ,- 0 •.4 ANGLE r a ......--' 1---:/?.7".'\ i 0 t). . 0 . , 1 1 $ r s t 0 II RUN HOOK BAR 516" DIA AN1 x 7)/4" • [ r a a STRINGER/ BAR "R •7v• N- .* . ID . lirliMMIIIMI ri - I VI V 2 k' 1411111111° aa ° ,,.. 0 ■ L.4) I n \ $ TOP OF I - -1\i---- 0 13 . 0 0 , ■ I k4 4 N $ ; .,■ 1 N\0 0 ° _ 2 _i -`11 -1"- : S.,.. o 4- co T 1 --- -•-- I- 1.1 \ L% \ 0 . . SS FRAME L3 x 2 1 .4-.1 . I 1 rt!) 0 D 4 11 D . k TACK ■,. WELD , . IL .1 ' 11 :* 0 0 . 4 .., x 1/4 LLH (CONT) • .. . ■ -. • ■ . lilt x 7R l■- FIXED . 0 k 0 I, PLATE : 1-- . it 0 ° D NUTS 0 LADDER a .5ge . . a 0 a 6" I 6" STRINGER . . )6"SS ADHESIVE X" BANDING 0 ° , 0 0, 1 I I 11 NOTES: BAR 1X"x)6 1111 c\1 e VI rl ; RUNG ONIN1 V 0 , 110 @ 18"OC TYP>3/16 2'-8" STIFFENER O. ■ CN -r k t ALL AROUND -- X"x 4"WELDED SS 1. CHKD PLATE COVERS SHALL BE I 1 I EXTENSION SS L4 x 3 x 1/4 LLV(CONT) ° 0 • - 1111 i OB 0 1 1: :1 LADDER 0 c 0 • STUDS @ 12"OC MAX ALUMINUM UNLESS INDICATED TOP VIEW FIXED 1 1 T . . -1? 00-""" OPENING SHORT SPAN (SEE DRAWINGS) E:a ° o WELDED TO L FRAME OTHERWISE. LADDER 1 1 4 co 1/4"NEOPRENE GASKET 4 1..* '. PLATE JOINT DETAIL GUIDE STRAP o STRINGER II I 1 I I c) WALL MOUNTED FRAME 2. MAX WEIGHT OF PLATES =80 LBS. a SAFETY CHAIN co I I a 1 , U) 0 CAST IN FRAME 1 , I i I 0 (USE ONLY WHERE CAST-IN FRAME CANNOT BE USED) 3. ALUM CHKD PLATE COVERS SHALL HAVE A SS FRAME AND STUDS, I I • : RUNG HOOK 0 i I r BOTTOM OF BAR ta_ct) , , , AND SS ANCHORS AND FASTENERS, INSTEAD OF TACK WELDING SS TOP RUNG BAR I I 5, MATERIAL LOADING X MAX (t) MAXIMUM SPAN OF OPENING(FEET) MATERIAL LOADING X MAX MAXIMUM SPAN OF OPENING(FEET) NUTS, USE BACKER PLATE 1/4 X 1 1/2 X 3/8 AND DRILL&TAP. OF FIXED LADDER EXTENSION CN1 zki f) (PSF) (IN) STIFFENER SIZE 1/4" X H (PSF) (IN) STIFFENER SIZE 1/4" X H 4. NOTE: "X"= MAXIMUM SPAN OF UNSTIFFENED PLATE COVER. NOTE: I 1-••■ : I LADDER :...•; 2. RUNG BAR v 0 N..... Ei<rt.,e13 cqi 2" 3" C4X2.331 C5X3.089 C6X4.030 2" 3" 4" 5" C6X8.2 C7X9.8 C8X11.5 LADDER EXTENSION TO BE _1 STRINGER BAR GUIDE STRAP 8 c7,1 iii BAR moon g 100 25 4.5 5.5 6 7 8 100 40 4.5 6 7 8.5 12 14 15.5 SAME MATERIAL AS LADDER EN ILO g , • 0 - -P FRONT VIEW ez I-1- 150 25 3.5 4.5 5.5 6.5 7.5 150 35 4 5 6 7.5 11.5 13 14.5 STRINGER co w PLATE COVERED OPENING LADDER EXTENSION 2 0 BAR a. z 200 20 3.5 4.5 5.5 6.5 7 La 200 30 3.5 4.5 5.5 7 11 12.5 14 t" -- F- S-502 , S-533 a) co REV 102403 z <_, 250 20 3 4 5 6 7 250 30 3 4 5 6 10.5 12 13 REV 010201 = SIDE VIEW TOP VIEW 6- 0 300 20 3 3.5 5.0 5.5 6.5 300 30 3 4 4.5 5.5 10 11.5 12.5 FIBERGLASS SIM DESIGN BY MANUFACTURER -c- , IT a) g TRENCH WIDTH (FT) SUPPORT ANGLE BOLT SIZE U) W1 1 V.4" ■ W1 a. r irl 3/16 r 14 •1 W2 A(IN)(LLV) &SPACING 1 W1 >ss 1-.. 73 1111011111H: A <3 <3 3x 3 x 1/4 5/8 @ 4 1/2" a) •*;*:*X4:233. VA111 _e LL I 11111111t .•-•-•,".•••••-•-•-•. 3 TO 4 1/2 4 x3 x 1/4 5/8 @ 4 1/2" 1 .;•:.:•:•:.x.:•:,: BOLTS SEE < 3 c% WAV.4 1 4■••••41k, *::::::::::::::::.:. 2 TABLE .44 0:.:.:.4::,,,,:k W..' , N4s w .•••••••••••••••••.w• &......................... 2 4 1/2 TO 6 < 3 4 x 3 x 3/8 5/8 @ 4 1/2" 4:4•:.:.;•:+:4,-* - •• -- 0 1 • ■:.,w,...-- <3 3 TO 4 1/2 4 x 3 x 1/4 5/8 @ 4 1/2" ii; .. a ■•:**- __,.. as 4* c) •?.- Eli SSL3 x 3 x 1/4 . 3 TO4 1/2 3 TO 4 1/2 4 x 3 x 3/8 5/8 @ 4 1/2" U) 4 1/2 TO 6 3 TO 4 1/2 5 x 3 x 3/8 5/8 @ 6" ,..1 Ilk /MI NI.1 1 1 1 1 1 1 1 II II...;9;,-.-.N.- if i i I amidd awl ;::::::::::i''' ' V CONNECTION1 1 Ami.,...,...., <3 4 1/2 TO 6 4 x 3 x 1/4 5/8 @ 4 1/2" i I 4.:.:.:•:•:.:0 `1 DETAIL ..._ ........x.v...._ ti SUPPORT I ;No.......- 3 TO 4 1/2 4 1/2 TO 6 5 x 3 x 3/8 5/8 @ 6" co SUPPORT 410:**1•1***, ! ANGLE A a) ANGLE A 44.:.".•4 0, O I3 " '■:+:•:+:+: 4 1/2 TO 6 4 1/2 TO 6 6x 4 x 3/8 5/8 @ 6" U) .1 !-.1 r ..x. ....:.:.; ::::•:•:*: NOTES: c.) a) IF iii M 1. SUPPORT ANGLES SHALL BE STAINLESS STEEL PLAN co 2. TOP OF SUPPORT ANGLE SHALL BE ALIGNED WITH COVER SEAT. - a) PLAN '5 3" "0 BOLTS SEE/ . ' 3. WHERE EMBEDDED COVER SEAT REQUIRES A NEOPRENE GASKET A MATCHING GASKET SHALL BE PROVIDED AT THE ca TABLE TYPICAL COVER SUPPORT a) SUPPORT ANGLE AND SHALL EXTEND THE FULL WIDTH OF -0 AT CORNER THE ANGLE i TYPICAL COVER SUPPORT 4 PRWern, c). CONNECTIO1 2 AT INTERSECTION 4. THIS DETAIL SHALL APPLY TO METAL GRATING, METAL PLATE 0 ‘ GIN U) ' COVERS AND PRECAST CONCRETE COVERS NOT THICKER THAN c4 ,,,i• 4P•oltop D DETAIL --- 4 INCHES. THE COVER LIVE LOAD SHALL NOT EXCEED 150 PSF 4.., 080.35PE r''' *6 AND THE COVER SPAN SHALL NOT EXCEED 6 FEET. Li: ,,,, .-de!.**7 . / - COVER SUPPORTS AT NOTE: 6. FOR FRP GRATING,THE GRATING SPAN SHALL NOT EXCEED 4.5 FEET ‘..06,COURSON S-503 SEE DRAWINGS FOR AND THE SUPPORT AND CONNECTION ANGLES SHALL 49 'Z'k 22. INTERSECTIONS REV 102403 COVER MATERIAL BE 4X4X)6"FRP. CONNECTION BETWEEN FPR ANGLES SHALL BE BY EPDXY BONDING. 14 ■■ LO 6. BOLTS SHALL BE SS CAST-IN-PLACE AB OR SS ADHESIVE ANCHORS. EXPRES:12-31-05 N- i In 0 SCALE WARNING SUBMITTED BY cY) ---\'• SHEET: OF in 0 1 DESIGNED MWH •- i5 1■2 ( 0 ) M W DURHAM FACILITY STRUCTURAL STANDARD DWG: 000-GS-008 (PROJECT MANAGER'S NAME) LICENSE NO. DATE H IN ASSOCIATION WITH: z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services .r) PHASE 4 EXPANSION DETAILS - 5 o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 --, THEN DRAWING IS Our commitment is cleat. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 STANDARD SIDE- - 1 STRINGER F E PROVIDE EXPANSION JOINTS IN ALL RAILINGS 51-0"MAX HANDRAIL-\ 3,, . FILL VOID WITH NON-SHRINK MOUNT BRACKET I FOR ALL EXPANSION JOINTS IN STRUCTURE • • WALL NON-METALLIC GROUT (2 PER POST I I 12" SWING GATE S-512E FLANGE ■ . REQUIRED) I I FLOOR FLANGE ANGLE FLANGE --•-0.0 PROVIDE FORK • MAX FOR OPENINGS , MIN 4-3/8"FASTENERS i POST INSERT LATCH •,,.., 4/ . 1 1/2 " RAILING S-512A SEE DWGS *■:. In a F /---POST 1--*<:::i• 1111 Al■ 1111 o rl 5, WALL . ■ I I -. v) o • • J** ' 7:,-?. I CURB, SEE t v)-r-1, 111 3. . (Ni BRACKET `• Li I I , 11.. fi zd.- .t ■ \ DRAWINGS Le) 1, I (..) Ill Ii • TOP LEVEL I I FLOOR FLANGE C FASTENERS / ____a. - ‘4f' 1 . ... 1 12" 'N. e) Lc15 LJ , • CONCRETE 1 1 v) o to .-* MIN 2-5/8" FY) j{. 1 r?..-Lc.L3-71 COUNTERSUNK i "---; ! . ...„. k IL": H 143- ll ....\ I I (WHEN REQUIRED) ___ ir< FASTENERS 0 Cnn 1 - LIJ to 4 LLJ 1# I 4" 1 Aawl- 'ai Lu u- >W ,' NOTES: ANGLED D ,c-0 .C..)- n rr) w as D 6, , ,., MEN. w a 12" cf) - :;. SLOPING CONC -.0.- em. I--- Cji < 6 Imp ini .11111111111M1111111111111r Niminimilmmi Nor will mommil _: L b • . I w 1 .. '5 b . • FOR STUD WALLS -- SURFACE wr I I 8 1. IF FASTENING INTO CONCRETE, FASTENERS FLANGE --- u) ,•;, 1 a. PROVIDE BLOCKING . .10 ■.\... I I 0' ctygs IMENIE 11. vio A kr A :t.,•• SHALL BE ADHESIVE ANCHORS. 0 II --'- ', IN WALL FOR FIRM iD •A . 0 2 1/2" PVC PIPE I I_-__I r- - SHALL w ATTACHMENT OF . • ca ... co --, •. COUNTERSUNK cX ' •'4 . 16 . ,.. . SLEEVE e 1,,__;1 e 2. POST INSERTS NOT ALLOWED IN APPLICATIONS m 1/4"x 4" ' I BRACKET I - . • . . A . : 1■ " . 11.. SUBJECT TO FREQUENT FREEZING. FASTENERS vi , • • Co (,) FASTEN KICK PLATE 2T-03/P8O.SBOLTS TW I TH S-512C FLOOR FLANGE SIDE MOUNTING S-512B KICK PLATE ---*-- (TYP) a) __J- - ---)4,;milN ..i .-A : SOLVENT-WELD STD END CAP 3. USE POST INSERT UNLESS INDICATED OTHERWISE. 6 c Et 01 ;111:-/--,Z Ill WHERE REQUIRED BRACKET 0 ........,t_ • .1 4. USE DETAIL C IN LUE OF POST INSERT WHERE WALL/ NOTES: CURB THICKNESS IS LESS THAN 8" RSLEEVE ETE ; , 1. RAILING SHALL BE ALUMINUM WITH MECHANICAL ? CLOSER 6 .4s-- EDGE OF CONCRETE WALL FLANGE • . JOINT POSTS UNLESS INDICATED OTHERWISE. .• E PLATE 5. CONTRACTOR REQUIRED TO DESIGN RAILING SYSTEM ANGLE 2-#3 x 2'-6" LONG EF PER SPECIFICATIONS. i- FLANGE S-512D 2. POSTS AND RAILING SHALL BE 1X"SCHEDULE 40 PIPE. iii NOTE:ALL CONCRETE FASTENER SEE S-180 FOR REBAR DETAILS u) 6. ALL CONCRETE FASTENER SHALL BE STAINLESS STEEL 3. WHERE ALUMINUM PIPE RAILING IS TO BE INSTALLED, SHALL BE STAINLESS STEEL TYPE 316 X" Plo PROVIDE EXPANSION JOINTS PER SPECIFATIONS. -4,_ WALL FLANGE E :,•: • ••.• POST INSERT I-9 SIDE-MOUNTING 1-713 - ..„,..:....„. STEEL STAIR STRINGER i --- . i :..1 : It • •• • •-Yr' 4• CONTRACTOR REQUIRED TO DESIGN RAILING SYSTEM PER SPECIFICATIONS. IN CONCRETE --- BRACKET RAILING GUARDRAIL AND • . a_.,.. ALL RAILINGS TO HAVE A 4"KICKPLATE STAIR HANDRAIL , .. .. 12" UNLESS MOUNTED ON A CURB 5. ALL CONCRETE FASTENER SHALL BE STAINLESS STEEL TYOE 316 S-510 HANDRAIL SUPPORT THREE-RAIL RAILING REV 010201 S-512 S-516 REV 092303 REV 063003 BOTTOM OF HATCH COVER BOTTOM OF HATCH COVER di 21-0" i 2'-0" OR GRATING OR GRATING I__ __ . 21-3" L4...SLAB WHERE OCCURS I •I 1___ _ _ Va"STAINLESS STEEL CY) v. 11 ; 1 - _ TOPOfSL AB _ _ x _ _ _- _ .._.4.■- TOP OF SLAB ADHESIVE CONC ANCHOR w + - - - - - - - - I r- - ,"- OR WALL col< 4-- OR WALL (SEE NOTE) • II WELD TO LADDER SLOT RAILING FOR I / IT El - 2 0 , i RUNNER LADDER RUNNER l:i' 4 ' -1- • • 11% INN- RAILING--?`1 -6.) \\4\4,-' 4 ■ + 1/4 AND FASTEN BY -fr 1:1\ BRACKET I 4 ) a ,/ METHODS BAR 3")06" zi) . / SPECIFIED BELOW I I ALUMINUM (/) ....„,---/-RUNNERS BRACKET rir A .. + 0) , GRATING 2 E0 u) re RUNNER L A ADDER E R , .I.... /4, 1 1;4 1 ZOI w I 1"(TYP) ° EC ce I-1 z w FORL=5 TO 10FT I 1 X"v. I. i. f'• + z FLOOR OR w ro > 2 4 BAR 3X 3/8 ''' ,16. /RUNNER I ROOF LINE - ,,. 1 /I 61 NA II 0 ,,olki. -I - MIMI MIMI!! Zy), IMMIGMM1111 -j -II l.:1 li. OM' LU EL w w -.. - -- -- -/- 41- - - - - : - - - - - L21 X21, XX W U-I 0 • 1.----00.--BAR 2x c:a.....a. FOR L= 10 TO 20 FT -- I- - --- - - - ---„----- -El- -- -- A + 1 II. 4 ,,1 .1/4 - . 4.k - . z:-.. 4., • 4 (TYP OF 2)WELD O 61 u. RUNNERS w m O u) BAR 3X 1/2 1-• 1'4' wIl. 3"■ ------- ejj-j-L-Li"- . 13 3 " <>, NE -*- • -.. -• 6. • • TO LADDER RUNNER. z cr +Imill111111111 ...., • 4 • WI/ ] "ADHESIVE < Lij FOR L OVER 20 FT N-- 1"DIA DEFORMED TOP OF ....\*................ 4" 1'44" ' ,-• N" ANCHOR AND 1" EI El 1-- (0 z BAR 4X 1/2 BAR RUNGS @ 12" Ar • • p. 0 4, 11-14" 0 -I, O zn LANDING ' • i OP ' • V At.. 01' E NON-SHRINK GROUT c BRACKET II X ----4 PLAN OC PLUG WELD INTO RUNNERS + 7- 1/4"x2" i---LADDER . ,... • + 7"(TYP) 43) SUPPORT 1----,--- -J 1/4"x 2" HOOP BARS GRIND . # LADDER ' • ,,- e RUNNER ' • P" • 11.I a) NOTES: ALL CORNERS I RUNNE• 4.• . 4 BAR 4XX 4.` . 4 o. GUARDS @ 41-0" ---, -4 -.---- ----, o + MAX SPACING ' ' P. co 4----......42_. •NN,....... C,) 1. LADDERS SHALL BE ALUMINUM UNLESS INDICATED OTHERWISE. 2 0 PARAPET WALL 0 3/4"SS ANCHOR GUARD 11 x 3" HTOOOPP o cn a -7' co a.1 2. ANCHORS&FASTENERS SHALL BE STAINLESS STEEL < w -O AND BOTTOM E El 1- X CD + ■- fn 1 3/4 D 5 NOTES: CY) 3. LADDERSSHALLBEOSHAANDANSIAPPROVED.SHALL BE OSHAAND ANSI APPROVED. CONNECTIONS: o a V) cc w S-531 t 0 W 4. FRP LADDER MEMBERS SHALL BE SIZED BY THE + 1. SAFETY CAGE MATERIAL TO MATCH WELDED CONNECTION, GRIND SMOOTH 12 - 2 i /---FLOOR ,--N pi L w FLOOR MANUFACTURER PER THE SPECIFICATIONS. LADDER MATERIAL. - T 'c 4 3" _I ■ 4 - I 2. FRP MEMBERS SHALL BE SIZED BY THE CAGE MFR PER THE SPECS. 4 .. 4 , ) 2'-7" 'Co ir) A , , ' A 10. I , U) I FIXED LADDER a--; i-- a. _, EN LADDER LADDER TO RAILING LADDER OVER PARAPET WALL z 1 STANDARD S-531 7 FINISHED S-532 S-534 S-536 a) REV 070203 2 LADDER WITH RUNNER 2 LADDER WITH RUNNER GRADE SAFETY CAGE CONNECTIONS REV 081899 REV 041602 = w c 5 a SUPPORT AT 5'-0" OC MAX SUPPORT OVER 5'-0" OC ///- ///- ,'', -- , --6 1 O) . . . FOR STRINGERS "(T) 13) cv SEE NOTE 3 v ..5...,...\ a Fi.%" .:---- Cl) ADJACENT 1 STD PIPE HANDRAIL TREAD NOTES: a. 1 (SEE DWGS) ---,. /,";)7., 777/7'i 77/71 1 RAILING (IF FOR CONTINUATION, SEE REQUIRED) "STD PIPE M ____ •=4 13,-., ii 1. LADDERS SHALL BE ALUMINUM HANDRAIL -73 PROVIDE - UNLESS OTHERWISE INDICATED. as U- LADDER ACCESS k itil 8 1 . El OPENING S. CY) • EN EN + ...----- 2-X"BOLTS 4) ct 2"\ + 2. ANCHORS AND FASTENERS SHALL -c ,.. . • '=11\ 6,• - 0 1/2" 2-%"ANCHOR .7__d BE STAINLESS STEEL. ALIGN POSTS -‘-- - \-.411111 ci 0 1 (TYP) BOLTS WITH 2 3" 1 X" -' 11■,' (-7, N s: e ,r.,, ‘ NUTS EACH • II 11 X 11 P. 3. STRINGERS SHALL BE ALUMINUM a) ..lik c.) iiphal I .- ilk ■1111111• ZL 2 x1Xx 4 x6" SHALL BE C8 X 6.48 • a) SEE NOTE 3 cn IN 1.‘ -IPA 7 6 -wwiUMMI , cp TREAD 6 6 Ili VI + + •\ SEE NOTE 3 , \ii\ likillilt Y4"1 2"x Or-9" 0 _ ch 2-%"BOLTS I ALUM BEAM 0 - ■ ■ BRACKET - c to SEE DWGS illi - „ , \ z ■ , I \ fa', a) 0 \ 36 ca 75 DEG(OR \IT.i 0_ g HANDRAIL 8 TS AS SHOWN , 2. 0 Ailk RA" 2" 0.: , , . - a) ON DWGS) L.% C\J Q- E .... 1.7. L imps 1 m limin 1 qv S. l'"' CONNECTION - a TOP OF 1 Ali, --,ci g ci) Ifra., . co T. a) LADDER - 1 .y); pi 4" , Co 1.40 -0 5 A r 1 , •_c u, ,...c.... r a) -0 ,.. - 2'-O" 1 3/4" BOLT , mum I • S. 0. 1 V ' .0.D PRacerm U, SEE NOTE 3 ---/ Ira--1 1 ALUM PL 716" ' -a01/14, 12. D I I H 1 II I I t FOR STRINGERS ipv 1 :: :: 1 II I III B B 1 1 1 'cb 44 hi 1 " '; 1 II 1 I I I - 11•11M■I SEE NOTE 3 4 08035PE r-- ir. I SHIPS LADDER 3 BOTTOM Fr LADDER 7 SHIPS LADDER , ,---, / de ...,, , ... At ........L. ■ ■ 1 kt=NOON X" SERRATED ANCHOR BRACKET S-530 • 4 2 2, ALUM GRATING NON-SLIP - - WITH SS FASTENERS REV 081899 c,‘(‘ TREAD (TYP) NOSING \ TYPICAL STEP (TYPICAL) ' e FOitw C,) EXPRES:12-31-05 r-- o SCALE WARNING SUBMITTED BY L0 cY) •-■,s SHEET: OF L() 0 3 1 DESIGNED MWH ii I I • DURHAM FACILITY STRUCTURAL STANDARD DWG: 000-GS-009 z NONE IF THIS BAR DOES DRAWN MWH (PROJECT MANAGER'S NAME) LICENSE NO. DATE • fin vv H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION DETAILS - 6 o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 --) Our commitment is clear. THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 NOTES: 2"CLEAR FROM SEE PLANS FOR NOTES: STAIR STRINGER •1 .... ANY OBJECT I* 14 Is I. UNLESS OTHERWISE INDICATED, STAIRS STAIR WIDTH RUN RUN+1" RUN 6" SHALL CONSIST OF ALUMINUM C10x6.136 I 3'-'0" UNLESS USE BASE PLATE OF SAME METAL As STRINGER. • • • • • • -,0 • is • T_TOP OF GRATING STRINGERS AND SERRATED ALUM GRATING MINN 4" CHANNEL GAGE TYP> A e 0 TREADS. ........ 010====ENT HD rilk.N.IESE 7 1 i 4 •I I PROVIDE PROTECTION FOR DISSIMILAR METALS AND V 11 1 z CONCRETE AS SPECIFIED. TOP OF CONCRETE / I ,-_- w I tr) 11.0 ' 0 0 z 2. STEEL STAIRS SHALL CONSIST OF , laim a G C .5z 0< STEEL Cl Ox15.3 STRINGERS AND STAIR STAIR HANRAIL NOT SHOWN ..,-" <TYP N S EAl_ V • 1 . C. • ti #.3/16 V \Nsiop u.i y . ,,,..: I. If@ a.j. SERRATED ALUM GRATING TREADS ---- I TREAD ---111111111W ii. . PD 0.. . _ ... 1 CC ,:a A°. A •o W 4, I CO e CROSS SECTION , . 1"GROUT ,...N I l , G w ?; - ° V:.gc.7.'4apP: CD rE ■ ./. 1 i I, *.: 1: -—-1. Co 3. FRP STAIRS SHALL CONSIST OF ALUM C10x6.136 STRINGERS WITH FRP GRATING . nil ATZ•ririzigiiiii0k ••■. iiiii111111 --PL 1/4 Mr- e „Ikr --- --1-1- ID: - p.i* I r ea% ; TREADS `:.. :-..:-: ■:.°;:i:11r V ti Li 11111111111111111 I- "1*'' •" t-■.""r N' 1„ rkin rT17/.1 I I I ...u......m...... 0 - A 4. ALL BOLTS AND CONCRETE 0 v lx Cr) Pl'i - z 15 .- --'--' .....• 1"+b..I i - .....< ... ANCHORS SHALL BE SS 1 14" CHANNEL --,-,, .*._\.. a_ v _-' -- -4- -a' TREAD Iv v v I \ L130( 11.0( 36 -'--. 1 I II ' i • .° - • .0 0 rip IIIL "*. 2-5/8"DIA BOLTS 5. STAIR HANDRAIL ,, ,__411__ . . - PL 3/8--- MINIM ,. 1.... .Rt_JN 12" li. fYP) TO SUPPORT NOT SHOWN FOR 3/16 h -.1—u.. . . I . • • L 3 1/2 x3 1/2 x 5/16 x 5 1/2"MIN " GRATING _ 1"+/-.11111 ,-•". a.. ..• CLARITY (TYP) UNO ■ le -' ,- -Eli tic.,-- ../ W/2-5/8" DIA BOLTS OR UNO v . . - I v WELD TO STRINGER(TYP) v . 1 111111111 .------ \ v v ., Pr v RISER SEE - YIE.> 2____„_" I 12" —1 S-564 , -t, .-- usEssL3x3xXxii" 2-SS 5/8" DIAADH ANCHORS STAIR STRINGER DRAWINGS v y I y ' V PLATE 1/4"X FLANGE WIDTH , -"- i N.,k le 11111111M11111 - - _________ . .11 r 216 SS Y2 E OR WELD TO STRINGER (TYP) v V 7 1 2-5/8"SS DIA ADHESIVE I - PLATE 3/8"x 5 1/2" CHANNEL CONN NOT LOW SLOTTED HOLES E ., ANCHORS , ' ---1.--6411 Ills _-- LENGTH VARIES W/ SHOWN FOR CLARITY IN A PL 1/r I 10'1"1"1"1"111 z STAIRWAY BEARING BARS SLOPE, SLOT 11/16"x STAIR STRINGER __ _ A..! ,-..z.- .;:ic.r. -z-1,:-. , tcb: NOTE: NOTES: 7 WIDTH ALUMINUM TREAD 2 1/2" HOLES ALONG ra 7 (. ,L ,44\ 7!:;44 - .- STAIRWAY NOTES: CHANNEL D HANDRAIL NOT SHOWN 1.FOR CHANNEL SIZES SEE PLAN v 2'-3"OR LESS 1 1/4"x 3/16" • • 41.- b- °-1: '''. % b- • FOR CHANNEL SIZES SEE PLAN v 2.HANDRAIL NOT SHOWN ' . 'a p-- • P•i%' • >' u 2'-9"OR LESS 1 1/2"x 3/16" HANDRAIL NOT SHOWN 3.COPE STRINGER MIN AS REQ'D 13%, 111 I- v 7 'i USE PLATES OF SAME METALS AS STRINGER 31-3" OR LESS 1 3/4"x 3/16" 2 1,9 i 7" . 1 X" MIN ../ •i wt. .s.i. 4'-7" OR LESS 2"x 3/16" STAIR TOP CONNECTION TO STAIR TOP TO CHANNEL METAL STAIR STAIR BOTTOM TO CONCRETE STAIR BOTTOM TO S-540 S-542 S-544 S-545 , S-546 CONCRETE REV 081899 CONNECTION REV 081899 OPEN RISER REV 091803 CONNECTION REV 081899 CHANNEL CONNECTION REV 081899 L-3 x 3 x 1/4 EA SIDE OF OPENING, SEE ARCH FOR INSULATION METAL ROOF DECK 1r. EXTEND ANGLES ONE SHEET / S-552 AND ROOFING DETAILS FOR SIZE, ORIENTATION, Lill i :lc BAR CONT WIDTH EA SIDE(NO ANGLES REQ'D FOR OPENINGS 6"OR LESS 2 RIBS MAX 44 SEE SPECIFIC WELD NOTES )STEEL JOIST WELDING PATTERN#2 (N 0 0.1.11■110.■MMIMINMINOMS■00 ■ • •••••=1 11. 011■.. ■•••■■•■• ■■00 / OR BEAM --.,,,,,s_ L-4 x 3 x 1/4 LLV --t-• .f- _ - la -4 • il - ON PLAN LANDNTTACHMENT SEE -L---------leirAillr I-0- ; -I I- -•- 0- -0- ; -0- -0-P; • -1 II 1 .,,,,, .-- .11C1 WELDING PATTERN#3 6 -----....„ - a •INN LARGER 1* 0011 I rAl I I I la I I FA 11.1 IN III 111 I I I I I Mir ---.....____,..„...... 11-0" a■-■ lc? MAX THAN l'-O" is r"v ,• 3/16"V' -a''' .V 16 GA x 7116"DIA HOLE 1—...\. _ _ ,.."-- •IL t _• _ _ _ • ..."- F tr ..r" p = = = = = = _ _ _ _ = = = = = = = _ _ = R WELDING PATTERN#5 TYPICAL ANCHOR BAR SUPPORT • • 9 • • • • • • • • • .11 11 111. II II IN M. IMMIN“ M MIMI,0 •MIN==MI • • •■•■ • •WM= WOMEN■00■■■■•••■IMONNIM“ .•■ ma t C 3/4 "DIA PUDDLE ---1 k"SS DIAADHESIVE co TYE'S ANDARD TYP ANCHOR AND ANCHOR BOLTS @ 16"OC 1:1 WELDS EA VALLEY D WELD WASHER BAR SUPPORT C-3 S _ — 11 WELD DECKANGLES 11 IF L4 x 3 1/2 x 1/4 (LLV)CONT g WELDING PERPENDICULAR TO DECK SPAN WITHi " DIA PUDDLE INSTALL ANGLE TO MATCH ROOF SLOPE 0 NOTE: WELDS @ 12"OC U) TYPICAL STD . . /" --\1--- "*--W CONCRETE OR MASONRY WALL FRAMING TO BE FURNISHED AND INSTALLED i FASTENER WELDING PATTERN X , 14 GA vyELD WASHER BY MISC METALS CONTRACTOR NOTE: NOTES: -b- Z"-- 2 24" WITH 38" DIA HOLE FRAMING TO BE FURNISHED AND INSTALLED BY STRUCTURAL STEEL CONTRACTOR 1. ANCHOR BOLTS AT END OF ANGLE SHALL BE 6"OR LESS FROM 3 12" st . Z END OF ANGLE. P. 5 8" TYP STANDARD WELD WASHER FRAMING FOR OPENINGS 6" TO 12" FRAMING FOR OPENINGS LARGER 03 2. ANGLE SHALL STOP AT EACH SIDE OF CONTROL AND EXPANSION V WELD AT X OC -\ : THAN 12" AND SMALLER THAN 48" JOINTS. GAP BETWEEN ANGLES SHALL BE EQUAL TO WIDTH OF JOINT. 6 WELDING PARALLEL TO DECK SPAN (I) METAL DECK WELDING FRAMING AT METAL DECK DECK ANGLE TO WALL a. z - S-551 (1) REV 010201 S550 OPENINGS REV 082699 REV 102103 S-555 z = C 5 0 ‘i ' co .40 METAL ROOF DECK */7) a) SEE ARCH FOR INSULATION FOR SIZE, ORIENTATION, AND ROOFING DETAILS 6 Yi 6 V 2_4 2D --- JOIST AND ATTACHMENT SEE ARCHITECTURAL FOR METAL ROOF DECK ct. SEE PLAN 1 INSULATION AND ROOFING FOR SIZE, ORIENTATION, >, ee_ DETAILS \.... AND ATTACHMENT, SEE PLAN 1,4" BENT PL Ts ca CONT BETWEEN L.L. TRUSS/JOIST/BEAM El 1- SIZED TO SUIT DECK .--7\1160111,A1-411*WP "t$ iiiiiiiii - - - ID - 4111110- BENT PLATE u) PLATE 3/8 X 6 CONT r ;; 1 - - - - - - . 2-12 yi6 TO PLATE .8 W/ 5/8" X 8"WELDED impli -44/ :: SS STUDS AT 16"OC AND ill ****NN■N,.._ 111.----- SS PL 3d"X 6"X CONT U) 3" FROM PLATE ENDS j ,:, _ ,_____ BETVVEEN TRUSS/JOIST/BEAM '-I SLOPE TO MATCH SEE DRAWING FOR . Ts° DECK SLOPE Vi 6 > 1" \-- W/3/4"SS BOLT @ 16"OC 0° MEMBER / I *____ I l V'GROUT C CONT co GROUT a) PLAN EDGE 0 IF NEEDED 113 MEMBER r) a) c --g)-: CONC OR MASONRY W'MIN Yi 6 Pr a. WALL C. ,o) SEE PLAN ra a) • • "0 -1•11r- i a CONCRETE OR C I I e o) i 0 MASONRY WALL 'm- a) A -ci JOIST NOTE: U) .4- 441 OD PR co U) D. ARCHITECTURAL FASCIA NOT SHOW FOR CLARITY. U) GIN. Att. BENT PLATE OR SECTION L x Ya"SIZE TO g: 08035PE r-- ai it ,.-., ..' ' e•-77, / ...._ DECK FIT PLATE ON WALL FRAMING TO JOIST DECK CONNECTION BETWEEN tt 011111131Xt S-556 S-552 ' S-557 • ZIf 2 2, REV 102103 REV 010201 TRUSS/JOIST/BEAM REV 100903 l'PA- Ncx ' e FO 0 LO EXPRES:12-31-05 F.- -.'. to a SCALE WARNING SUBMITTED BY r) -s--xt. SHEET: OF Lc 0 1 DESIGNED MWH y- , 6 1 I ( 0 ) M W DURHAM FACILITY STRUCTURAL STANDARD DWG: 000-GS-010 z NONE IF THIS BAR DOES DRAWN MWH (PROJECT MANAGER'S NAME) LICENSE NO. DATE H IN ASSOCIATION WITH: -0 — CleanWater Services PHASE 4 EXPANSION DETAILS - 7 o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 --) THEN DRAWING IS Out commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 74" DIAA325 EACH STIFFENER PLATE ' USE A DOUBLE ROW OF BOLTS-5 PER ROW 1 '� CONNECTION SCHEDULE BOLTS UNLESS TO EACH COLUMN FLANGE 3" BETWEEN ROWS AND 1 3�" EDGE DISTANCE �I 1"TYP(CWS) 1 W MIN NOTED OTHERWISE ELIMINATE WHEN BEAM p. .• ( EMBEDDED WELD SEE SCHEDULE A FLANGE IS LESS THAN 0 �'�`' ANGLE OR CONN #OF BOLT o �'' BEAM SIZE PLATE SIZE BEAM TO GIRDER CONNECTION SCHEDULE v o•• °• I v °.• v•• • I PLATE SIZE TYPE BOLTS SPACING X 2 COLUMN DEPTH ,n . • •_ ° X TYPE %" 2 3�" 1 3�Z° )6"WELDED COLUMN " 1 W' NO. OF PLATE WELD•0 00• ao 1 �—�—� �� •o•• ° , . �__ _ a CAP PLATE ► '� TOP PLATE WHERE N v ° ' 2L SEE TABLE a ' 4v•° • �� 18 3X3X3i8 A 4 3 A 114" WELDED TO ' ( TYPICAL I COLUMN STOPS I BEAM BOLTS THICKNESS SIZE COMMENTS }- El SEE TABLE r COLUMN DIAA325 A ,� FOR SIZE .■. i a R " WHERE BOLTS UNO N T 2 ANCHOR BOLTS FOR SIZE W16 3/8 B 4 3 B 1/4;-{�} BOLTS IN ;; Ø COLUMN STOPS PLATE T W8 2 1/4 1/4 o IN HSL HOLES -E / �,� _ l'-: SEE SCHEDULE 5EE TABLE I SLOTTED HOLES „�\ ' SEE TABLE �: ( `\ W14 3/8 B 3 3 B 114,, _ I W10 3 3/8 1/4 ili o v +1 i, - _ _ W 12 3/8 B 3 3 B 1/4 �� r 0 ° v• ° v ,' T, / �i I r . 1 W12 3 3/8 1/4 o a. :©°•. v• z� / n °,p' f I Z► 0 W10 3/8 B 3 B 1/4” ( —iimuy_i_ t - - - - - - - - � Ff- -"- W14 3 3i8 114 . . ,41, •o - 'n o- Q°•° �iIi�i�i� W8 1/4 B 2 3 C 3/16" I J J I , ,0 . ( 'l m 6f) m @� : i ( Z W16 4 3f8 114 D• X - I 1 - - :� . ___ --� - - ,:: - - r- T:- W18 4 3f8 114 o• ° I • . .•� :v • Q .° ■, --- - ' W21 4 3/8 1/4 �- EMBEDDED EMBEDDED J I r I c S-565 PLATE - PLATE BEAM AS c BEAM AS ( W24 5 3/8 1/4 E S-565 OCCURS SEE PLAN OCCURS SEE I /SIZE SEE PLAN W27 E PLAN A i ( W36 CO A >TYPE A CONNECTION TYPE B CONNECTION N' V ' i NOTES: 1• ALL CONNECTIONS ARE TYPE A UNLESS NOTED OTHERWISE ' SIZE SEE PLAN )6"STIFFENER PLATE 2. PROVIDE 2" DIA WASHERS 3. PLATES AND ANGLES SHALL BE STAINLESS STEEL BEAM TO CONCRETE BEAM TO COLUMN CONNECTION CONNECTION REV 010201 S-560 S-56 1 REV 101403 X"DIAA325 BOLTS ii" (TYP) " DIAA325-[N][SC] BOLTS IN SLOTTED HOLES 1 34"(TYP MIN) , IN SHORT SLOTTED HOLES ° ■ I UNO, SEE SCHEDULE BEAM TO BEAM CONNECTION SCHEDULE n I TOP OF BEAMS SHALL SIZE SEE TABLE ° ° CHANNEL BE FLUSH UNO, COPE SUPPORTED NO OF PLATE WELD z"(NP) ° CHANNEL --r4 TOP AND BOTTOM BEAM BOLTS THICKNESS SIZE COMMENTS ° O 1 1 t1 FLANGES AS REQUIRED SIZE N T A ° °°° ° 0 - - - - 1--, j = t 3 Q . , , c7- W10 OR C10 2 y X6 I -r-- --- -Q o t 9,WM/iiaiia/////riil4 -°- - - pe 0 w r•, ; , . •I, ' —�� Z W12ORC12 3 Y - c) £2 °° ° 4 ° 1 =bra ,,' r L_ l 11 a a .1s m ° _ zr ° ° ' Q � L X X5 " MIN `- - W14ORC15 3 -_- _ - _ .1s z " 6 - — ° p O W/2-96"DIA BOLTS OR CHANNEL - - - - --- - - - - - - ,- W16 4 Y4 346 - r ° • 0 <t <L� WELD TOSTRINGER(TYP) iWM'V a///////iiarrj.4 - @)p z EN D OF CHANNEL W18 46 0 0 ¢ �l- AT CORNER, J cr' IIiJ— ' ° ° CONTINUOUS WHERE O W21 5 y _ 2 SS L'S SEE TABLE ° ° n m A a �s 34 ° 1 'v z FOR SIZE . ��. ° t, H WN N PLAN O W24 6 V16 X - MIN ° �., _, . :. 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DATE: 10-MAY-2005 REV DATE BY DESCRIPTION T NOT DTO SCALE IS CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC I PROJECT NO.: 4969 FL' 14 I A I ►1 A _ ' ' 3 " (TYP) I A I l L COLUMN - - - - - - - - - PIPE OR I TUBE CENTER ��, ON BASE PLATE I -"�IN COLUMN , CURB WHERE SHOWN RAFTER OR I I _____ _(.._: ___ rfiN _____ \\...._ ��• ( \1 ON DRAWINGS Q — — — _ — _— m —- ; r ® - - m 1- 1 I I I TRUSS CHORD RAFTER��, I I FLOOR HATCH JOIST HANGER TRUSS CHORD Z- r . I ( I 1X" DRAINAGE 0 I I I 1 " (MIN) I . i y1 I" (MIN) I —-— — — — — I ; , ; 1 . •I _ , U COUPLING d I I IIU I I I an •v Z TYPE I TYPE II '� 1 3�"(MN) ' -N� �N- ', ••o • r 't__ __1' `1 a �II Ill , • , • , . OPENING TYPE III I //'cCW/ - ;,f• • • v� • • o •• (12"SQ OR LESS) A Fill BASE LEVELING • NOTE: PLATE BASE PLATE BOLTS COMMENTS SS ADHESIVE ANCHORS NUTS .o � :0 •.� TYPE AX B X C MAT NUMBER DIA EMBED OR ANCHOR BOLTS o ?,. cb, ►r'� v' • 1X" STD GALV PIPE DRAIN DO NOT CUT ANY FOR SIZE SEE TABLE oo v __ PART OR MEMBER N III 12"X12"X1/2" A36 4 3/4 12" W8X24 COLUMN " . 04 •«ti FROM FLOOR HATCH FRAME, L, L ,J OF EXISTING OR PIPE TO DRAIN WHERE NEW TRUSSES i PROVIDE 3�CUBIC SHOWN ON DRAWINGS r E III 9"X1 8"X314" A36 4 3/4 12" W16X40 CLUMN YARD DRAIN ROCK OPENING FRAME E 6"ALUMINUM ROUND I (USE 2X6)TYP I L I 10"X10"X1/2" A36 4 3/4 12" TUBE COLUMN ' �� RAFTER OR TRUSS �� SPACING COLUMN BASEPLATE ACCESS HATCH ROOF OPENING FRAMING S-567 S-591 S-607 REV 010201 REV 081899 REV 081899 1" (TYP) S-516 i FIX RAILING WHERE OCCURS >, $ 17 . L I 1 , . ., , +► I' I I ► I I 4 i I i l I 1 I LJW t I 1/ I! I I I 41 LI LI Lti 41 I I I y I I I NOT TO FILL I 3'-8" . 3'-8" 3'-8" m S-512A . VOID (TYP 3 ! 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C-11 W _ ____ _ — I A = L 1 _ _ c , III z 1 .......t — CO - r 11 0 MI/ 100-S-034 .4: II I cp 1,......a LI-1.1 i 0 I I I w 0 1 , - III Z : (I) I I I LOW POINT IN a -C1 1 -L-- F-"" 1 -c) "Co SLOPE • — - III I GUTTER EL 76.50 ro ,..- z i I co I I 0 8'-0"46 I 1 I 0 it z = EL 84.64 I I I I i W , 5 II I I I I Z i 1 -0 i-EcE=8-ccia;i, 1 i 0 4' 10.0...-7IS).-035 1 I 1111111 I I I I ;- 111 1 LiI i I I II I IA I I II I I I I I I I I I i I ....t wi ---- O i iC CO a) g4 0 -63 I 1 4.] 1.÷. 4.1 a. o) a co a) 1 .0) i EL 71.92 a) N EL 71.92 I : -0 to oo ‘t N v) as mos,DPRarer,„ .. . D 'a; I I 444 I'l 08035PE r' ir ! ....,,,;,..,...:.: • • • 0,4 : 1 : : kto, atiiiket ,\''•)' • • • • Z-1' 22 \a) 4 f* 34'-2" 10'-0" 3'-O" 13'-6" aid ... 3'-O'l, ' e F 0 it w ■ OW 1,1111 ilw Ili WW IN to EXPRES:12-31-05 N- o o SCALE WARNING SUBMITTED BY cv) Lo 0 X 1 DESIGNED C LEE c STRUCTURAL SHEET: OF '6 =EMS■ii (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) M W DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-004 z X.a= v-0" IF THIS BAR DOES DRAWN T MA H IN ASSOCIATION WITH: CleanWater Services FOUNDATION PLAN .r) PHASE4EXPANSION - NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL Our commitment is clear, PARTIAL PLAN 3 DATE: 11-APR-2005 ) THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 0 0 ■ 8'-O" i 4'-2" 32'-0" r W 1 j I 4'-6" -. Do ,. 1111. All ., .. .. o i N a Q I vi,- PARTIAL N 6 i • PLAN 2 RS a I a 1 . A/A1 I j I i ■I I _..0) PARTIAL PARTIAL L o c A I o PLAN 3 PLAN 1 - o s o I O c i ....,.... hi ■ V • • • N I I ,• • • • I 0 • • • • • • • 0 I I f I ■ ,� I i BUTTRESS WALL SEE i p-i .....t el #11 @ 6 (FROM EL 78.00 I I I SHEET 100-S-036 FOR j �? MI TO EL 102.00) EL 78.00 I I ii DETAILS NOT SHOWN EL 71.92 100-S-036 • I I I AND SHEET 100-S-003 f ■ • N • FOR ADDITIONAL e #10 a@6"W/ DOWEL I I j • DETAIL a@ BUTTRESS WALL I I j • U �. ONLY I I i BUTTRESS WALL SEE I I I I ! SHEET 100-5-036 FOR I I 0 1 1 DETAILS NOT SHOWN I I I r I I I - - i 1 N I I . M I �- d- � I I I o . II I I ' ! NOTE :i '-1 I I I C) SEE SHEET 100-S-003 FOR I I I I C� `-� DETAILS NOT SHOWN. I I I I II a ; SLOPE ' I I I I I I I I--- 1 W . c? I THIGH POINT IN I _- I I - - I I W . 4D (GUTTER EL 77.50-I I I I 11 I I I I �' I I t1) 1 0 ----- - ----- ------ --------------------- -r----------------------- - -- - - - ---- - - --- - I 4------ - - - - - -i ------------ - I I I ' 1 i i i 1 1 1 I I I ^ j i_-- \ ! II I I 1 II 0 ! I II I I j II W I I I I I - - III _ _ i E — �I — -- ----I—- --- - - - - — — -o I I I I I I�1 I- t o I I SLOPE I I j III Z 0 i∎ I I I I ■ A III 0 t. •. c WALL HORIZONTAL BAR LAP W/ I I I I I III (,,,} .- - o. BUTTRESS HORIZONTAL BAR (TYP) . en EL 85.31 I I I I I I I Ifi W LLI i . = ..... a , (TYP) I I I I I : III - _II 46 a) II I I I I III _ I !SLOPE III " U '* EL 84.64 III CD (TYP) Q 17-1 ' MATCHLINE CONTINUED O1� SHEE1005 004 I I I I y ; 1_ ' • . - --- ----- * ��F._.,�_..._�.�� ...��.4_4..��.11x•._.._.�_.�F ��...�...�_.. .. 1 :. • - ■•_.. .11_11._ . • 11_.11_■._■ 0 100-S-032 . I I I I -' • III . - s a N- I I I EL 77.67 I ! III ( P) I I I I (TYP} I I III 5-144 ' I I I I I (TYP) 29 Ei I I I I I . III - 100-S-063 II � ■ SLOPE I, I I :i<: I ' " _ © I I I I I Hi I i 4' I I I I I I � �` I I EL 78.00 I I - I 1 I = i _ vii 100-S-033 (TYP) I I` I I f .2 SLOPEI I :. :.:: .:::>.Y.:.::. :::; ar, :_:1.:f.1.:.>:::: :.: : :.: : f -..„,„...:„..,.., a I I I I .=- III - - - - - - - - - - + - - - tI ---�---s - - A ' - - I — — - _-- � - -� I I I I - - , _ ICI I � �-- a. I I I I1I -. a` ti --4, I I ,y III I "' 4 4 . % —I i (TYP) Loo, 5-192 8" GUTTER ( 0PRA " 5� e= F� cg.- . 10'-0" ow , � s-o �- t ♦$ s+ f .. QS035PE . ;,_ - 8'-O" 4'-2" 32'-0" - y - - FOR© 14, EXPRES:12-31-05 r- o STRUCTURAL SCALE WARNING SUBMITTED BY SHEET OF r — Q 1 DESIGNED C LEE INFLUENT PUMP STATION 100-S-005 'ci _ , (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: �� DURHAM FACILITY DWG: Z - 1 -0" IF THIS BAR DOES DRAWN T MA C1eantIater Services PHASE 4 EXPANSION FOUNDATION PLAN o NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment i5 clear. PARTIAL PLAN 4 DATE: 11-APR-2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 \ , 0 0 0 r ij1 8'-0"0 4'-2" 32'-0" 4'-6" I in 0 0 I N ' ( 'a I I fyØjIL o a I 1 I ! 1 I ! i cv ! o M PARTIAL PARTIAL, 1 ! ; ° PLAN 3 PLAN 1 ! E.(i)] [;] I o I I o o -I, • • • • • • • • I II Id): • • • • • r r �• • • I 10 i f I BUTTRESS WALL SEE i #11 6" FROM EL 78.00 i .....± [ ' 1 c °� ( I I I SHEET 1OQ-S-Q3fi FOR TO EL 102.00} EL 78.00 I I DETAILS NOT SHOWN EL 71.92 100-S-036 • • I I M 04 • • AND SHEET 100-S-003 f • I I ! • FOR ADDITIONAL • • #10@6"W/ DOWEL I I j • DETAIL @ BUTTRESS WALL I I ' ! --t \\ ONLY BUTTRESS WALL SEE I I ! I SHEET 100-S-036 FOR I I I 0 — DETAILS NOT SHOWN I I I • • CO '7e1 I I ! ;kr 17 I I I I ' ; NOTE : T I � t ! I I U) i _ I 711 I I I ate. N SEE SHEET 100-S-003 FOR ' 'V"' i DETAILS NOT SHOWN. II I ; o SLOPE I I i t I- I Pm W .C? HIGH POINT IN L . _ W . oo I (GUTTER EL 77.50-I I I I I I I I I • I I CO 1 0 I- I I / --- - ---•-- -- ---- ---------•--- -------- - ---•-- --- ----- ------------ • --- • - --- --- ---- I_--------• - - -1 --- - • -----•-- .— .— � , C--L-t---L_I_1.. G i 1 I I 1 I'I .I I I I ( I /\ /iff= 0 f -. \ /\ . it II I I i I I I I - III ..a : C) I - 1I I I ! III W j ,t. c ' ) E .7A-__\ t �I — -- --- - -.— _ — — — —:;> I I I I I 1 r1 Lo to I I SLOPE III ~ t a. F I I ". I I I III z g WALL HORIZONTAL BAR LAP W/ I I I i I ►: III _ - BUTTRESS HORIZONTAL BAR (TYP) I I 0 1 .:1 I I Ifi W i a t ) I I I I � . I 1 I � _ .1 . C. I I I I III = ! SLOPE I I I I ! -: : III O1 o 1-;c:-1 EL 84.64 I I I I I . I I I I— r — (TYP) � aC � MATCHLINE CONTINUED ON SHEE 100-S-004 ' ' I I III � # .-cri 0 -—— — -—. —-— � a.i.a.11.41M111.a.a.i-s.a-sue.•-a-�.•-a..aa 40E-a a a�a I-�-a-: a--•a am a a-am a.o�f• s*401,as.�-sa.i EE-a�-a-a-�.a•- -•-I- -•.4-�-a-a — -a ate a;-te 41.41• s • ■•-i•-a un-&t •-a-�.•-•-i a-•-�-•-a-�-F-a +►+r••••*..,�r�1.+sa hr�t:. s• ••�•■• ■■ •■1 •Z ■ •■ •• ■ 0 100-S-032 �o _: I 1 I II I Imo.. . cn %.. 1 I _ ai I I I EL 77.67 I 1 (TYP) I' 144 -a_ ,I I I (TYP} I I : I I i , I 1 III -� - a✓ (TYP) 29■ Ei I I I I III �_ 100-5-063 g II I I II SLOPE I I :.�--N-I:. :::. _ : f .x:11-:.::...:::>_:;;�::::--:'':: :� _ 0 II I I j - III =" `�' I I ' III i 4__--J ii.:.::.:,. -E- FET-1 r.., I I �. I ....it �n I I EL 78.00 I I `: I I �i 100-S-033 (TYP) I I :�� I I I � SLOPE ` i I I I - . ...... 3i I I I I I III ___J-E---_ _ A _ _ , ... -1-1-1- —__—__—__—__ —__— —__— ..; _-_-_-_-_-__:±1:2_-_-_ — — — — — — ----s- ✓ II I I III 1 i I I I • III 'o I I III � a. ____ r ° %--- f"-- v, N (TYP) v, 5-192 -� 8" GUTTER_ 4-1 414-1 '�PROF ur,P - I -0" 6'-O" �,� .�� 08035PE p ir. 8'-0" 4'-2" 32'-0" , r — V' ,\ -e FORD Lo EXPRES=12-31-05 N- i - - STRUCTURAL SCALE WARNING SUBMITTED BY SHEET: OF r o 1 DESIGNED C LEE INFLUENT PUMP STATION _ _ O "= I ( (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: C1eanWatei DURHAM FACILITY DWG: �� Qd5 _ - 1-0" IF THIS BAR DOES DRAWN T MA Services PHASE 4 EXPANSION FOUNDATION PLAN o NOT MEASURE 1 SQUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. PARTIAL PLAN 4 DATE: 11-APR-2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 0 0 0 0 0 c. 37'-2" 17'-0" I 17'-0" 37'-2" 1 , . I . e N I I I 1 PARTIAL I PLAN 4 PARTIAL a I I I 100-5-010 PLAN 2 I is a Io I M co 100-5-008 r N I I a I IT 3 Tg co I cn G? I o o I = o I a MATCHLINE I I I I PARTIAL PARTIAL . PLAN 3 PLAN 1 I 1 I- 00-5 009 00-S-007 Wj j_ _ __ _ _ - _ Z I _ _ BUTTRESS WALL J1 ..............± ./r w 1 ifi 1 (TYP) 29 Q w z- 100-S-036 BUTTRESS WALL—...... ...,...,,I <j ( P) S-124 100-S-063 > _ N ■ QQ ■ ■ 01 G i Q: 21 i - CV 1 n - H i l W,a�r, 1 •I' I I lei IrA . _ I I A 1 1■ - I I fr wil-l' :,...... = H.:.„,::„.:.:::::.:::.:.:.:::.:.,.:,:::::.:.:::.:.:.:::::.:.:.:,, ::„...„ :::: .... .. ::.:..... ......... _._; 1111111.1r11111111,1 I A g- ail .4 ... . .:.......: ............,........ .::::::.:.:.,......„.. ....... . ......„.... ......................„ :....... . •...,....... .„..... ............ .::::::::::::::.::::::::::::::::::::::::::::::::::::::::::::: _.. .:....:.... :.. .,:., .. .„,.......... . ........ ............ .. .... ::.::: ........ ............ .. ................ ..... ..... ........ . ....... ... ..... IIIIIIIP ........ ... ... ...... .. .„. .... A MATCH LINE I =- ç = 100-5-032 - ==_t - �1=== - _= _== _= 1 I :r _;: _=_ : _= _=_ === SLOPE o Pi: _ .......± 171 -.... -... ...- ••••••••••••-•-•... -. ..::: .. 100-S-033 SLOPE '"':'":':':"::':':':':.::':':'"' k i -,........;•:••• ......, ,....i„. ......::',:::,, .......„..:::::::::::::::;::::," 1.• . •:, •••::::;:::.1•••••••••41--, ••• ....- ••• ---- ! •••• - -----li: - ill .2.1;:,:-.: — II, .: =-.:-_-,-r., t-;; = = - - J-_-_ : : == h ....._........................:, _ ................_ ........+....... -61 :::............ .. CD , 3—'lr" I al&.-,.-.- _ 1 .. _41 1-i : LLOIE II ..... :• .... . .. . .. _ r 1.-,: 1 - _ I i:'Ai....-*V I '::""1 .--. . -:' - I r o —1 _ = I" === . ==== — = ;... —fie_, o i cu I III I II I I II =__ III - III - - I === , = - ,- _ - - I - - - - in 1 _ ;►� - - III 1 III - - i _ 1 n I II =_ -�: I FC 11 I a I III II I - - .----- -- - I I I f — Illr-.:-:-,:, - - - ilL - - - - - -,I.- - - - - - ills - - t --,cp I II 1 -- - _� II I 1 == = III j III = == I1 —Irl-- - ---- 5 I �,- _ _ __-- iftfftitfltt' 1 fjjj'hh : : _ - _ _ -_- _ I 1 1 I,, tlIIIIf11! III II -o I III!' - I-- 1 1 I 1 II 1 I 11111111 I1 I •0 100-S-035 _ - _.- _- _.-_. 0 ■ i I I I II 1 I 11 I N - 1 ai - r -- - - - --- --- -------------- I - I 1 — - - - - - - I - - - - - -1 _ _ I I ,. d.--1 ee_ I I .- ci, I r - - gI I 1 INFLUENT S-123 TYP WALL 1 : CONDUIT CJ UNLESS STAIR NO 3 I ABOVE 27 NOTED STAIR NO 2 °3 PLAN SEE I 1 1 100-S-062 OTHERWISE PLAN SEE 21/ 100-5-059 1 : 1 21/ 100-S-059 co, I(OPP HAND) 1 1 - 1 - ° g 1 1 I �. �i I 1 m U - rn I 1 1 a1i 1 'o 4+-1 a 1 1 1 co I 1 i v v) I 1 1 .6 1 1 CO as I 1 ko,D PRwert.,_ a: 1 I 't 08035PE r'' 27 + 1122,\ v. 1 N -I 100-S-062 i'1-C F00 s. i ■ ■ ir, EXPRES:12-31-0S ti SUBMITTED BY o SCALE WARNING co STRUCTURAL SHEET: OF In r 0 X 1 DESIGNED C LEE I — I (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-006 Z g - 1 0" IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH: GleanWater Services PHASE 4 EXPANSION PUMP ROOM o NOT MEASURE 1" SCKUIERASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 0ur commitment is clear. FLOOR PLAN AT EL $5.Od THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 29 (TYP) 0 100-5-063 0 I 6'-0" 10'-O" 1 6'-0" 4'-2" . . I Ect:,),] . - . .f. ..r •fa ► -•� .., � REMOVABLE ALUM GRATING 8 NOTCHED AS REQUIRED TO 1111 3'_6" •► 0 i a I 3'-6" 2'-6" ' E.;),1 o i GRATING SUPPORTING I CLEAR LADDER (TYP) (TYP) i (TYP) (TYP} MEMBERS SEE NOTES: �� _--O► j a 1 OF THIS SHEET (TYP}I I rt I ..••.• •• • ....... .... .. .• ..„ • :::::::::: : .:::::„,, .•:,..... ., .::.,::::., i- -•-, • - -►' 11___11• •;,::.}1111. .. ........ Q1 PARTIAL I 1 I E II MAT HLINE PARTIAL ART' N C v as = I I :: :::`:"::: ::` :.::.:::' PLAN 4 PLAN 2 'i f _ :........::.:...::: . ::: I .__ 4JEmL.:.............::::::.......... ��•�� ::�' �•• • .:: ::::. . _::::. .:.�:::.::::..::�::: ::::..:::� CONTINUED 5 a. i I 1 =� fir - __ -� __Y III I I ► ---r‘.. I ON SHEET __.- Ill II , I I Fal -- M f. = f "- 100-5-008 or- _ = �� _a1■■T-■■ fa■■f—■■a1■■al■■al■■ ■ ■ ■■al ■1111■ 'y ■fa■■at■■∎■■ _ ■ ■al■■ al ■ L■s a■ ■a1■■f—::■•■:fa..,.,....■•e t—■■fi■■f—■•f—■■f—•■fi■■ ■■fi■■f—■■fa■■fa■■fa■■fi■■fa■■N■■f- 10a-5-032 '� o == =_ I _ I I{ : I I ! -_= 2f�'f r. ` = == III I 1 I % i=`MB I ifYP (TYP) 1! A S-144 ( P) III I -. =___ I I ) S-501 PARTIAL 1AA I ===' SLOPE PLAN 3 --- III f III • ---, _ .u =_A a MN NM '--' � --■r.-"...........,.,..,.„.„:„,,,.:,....!,,..: .;.; r- a b it I I - I 1---� .�.. .i l 1—_— ■r a - {..}{. •. ': . :•.I I,^ mar Y :.:.:. 1111: 1 IAI ■ —aa IBI _ ■ -r■ ■ .....at I I I ■■r t • 1 00-5-007 100-S-033 I•� r 0os0o :.•:11.:.::.::11•:.:.. :.-. .--- . :•. : :.::::.:.:-- :::.:•:.:::..:. 11:11. .:, . : :::.:::.::.::: ::::::.::::11..11 t >t .:::, ..:. - - ! .-..: •. ,... . :::.: .:.�: 1111..• .. .. .:::.: '- :�: 1111'::::: :::::: :::::::::':: I -: _ _ _ _ _ . —_- ITS 111:1..-• _ -_� .:..- - .......:.:. ............. ... .. .- .................. ITS ,ti:.::..:•r:••.;:::...::,._ _..;:':,,.;�.:'.:i<: �:..�..::;`:?>�..':1111: ....... � -_: _ III � • _ I _ : I :___' � .� �I'�;� ; :� :: ��: .. ""' �? w�� I PUMP SUPPORTING BM O �- ---- III U� ii: ------LII - -- I - =� - - - -- - AND ANCHORS SEE MECH'L - � '� - III � - �I� _- 1, '—'-- — � & MFR'S DWGS (TYP} _- C TO WAL(TYP) =" __� s - III (� -: I I � .=__ �=: 5-563 lik �r T ---- '� .. III � . - 111 ----- I EL VARIES FROM SLOPE 1 :�. III 1".". ' I 1 I -:. ...: :':::::'::.. ..:......:':: :"::•'::::' .. I z ,....... 85.31 TO 84.64 a NI MI 616. MI 11•111. III L1J = III I --all _ ,k TYP 2 _ ■ S-124 T _: --- III W III =_= .=_ 1::77....."7 ►. C TO C (TYP) ((TYP)---- S-562 :::...::.. 0 --• III C!) I1I - -_= 1111—::;; z :.11:.:;11:.. ::::::.: •:: :::: .. - f- :•:::; :;::;: ''�� .■ . ...........,.. ..11..11. � •.... -� D - W —1 J :..................... I •. : .::.. 1111 :..— •' I tiff i, '-- _-- J �- 1•111 MI a . i i F..... •y■■7 i■■i� laa■ • I-\ t • i Ci i Ni- MI l II hi II • i■@f NY i r Z ■■gym■ i■rnt—' ... -a■ .. a. a @, n LL. M 1 i■mc rrl -■■ •.:..:. ::.�:::::.�.:11:11:::::,: M 1 ■ I I — r ■ i i . O [ . ... IF L ■ - I i R ::: :: '•.: �•:. :::?: � �'�''��' i v:-::tit••: '::�'''::`�''.•`��'{�':• •• .. ....I.1.1.. .. .. '-,i�?.-.i+:::.:::::+:.•..•,,.'-11:.11• - •':?:.11:::11;.:�,', }��:�::.{::ti:•.. ...::: .: •::; #6 6 :,., .11...11 - .. ... ....11.11.:.:. ... '.:-.�. ��• ::��::� :::.::..:: ..... ::. :. W/ WL f 111 t 11 .�:. a_ ;... �y� •.y :::.11. 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I i kta, 011UNION ,\ No, I 1 "kk I 4-e F0'16/ to EXPRES:12-31-05 r•-• to SCALE WARNING SUBMITTED BY cr) STRUCTURAL SHEET: OF io 0 X 'I DESIGNED C LEE ( ) M IN DURHAM FACILITY' INFLUENT PUMP STATION DWG: 100-S-009 .,-- 0 =ensiiii (PROJECT MANAGER'S NAME) LICENSE NO. DATE z y4"= 1 i-0" IF THIS BAR DOES DRAWN T MA H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION PUMP ROOM o NOT MEASURE i" ' SQUIER ASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. PARTIAL PLAN 3 DATE: 11-APR-2005 , THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 . , . Q 0 37'-2" 0 17'-0"c _I a..,- [..... ,. I I 4'-2" . 32'-0" • 4'-6" I 0 0 hi PARTIAL N- i al i -+ 4 PLAN 2 ° I . 5 ' _ t I °- I I a 1 , , • Woo : D .l I ZO BUTTRESS WALL . 1— 1 + PARTIAL PARTIAL ■ • • . . . i. • . . Z gi PLAN 3 PLAN 1 N r r , E - - - - N -I— - - - o C.,) 1 rn E #11 6" o #9 6" o T j * o u� E:] ° v�D © ° © .4.. 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SEE NOTE 2, 3 AND SHEET 100-S-007. ` .auto= ,\ 4'-2" 32'-0" • 1p 22, 4 9 �l► r .•—•. p F FOItO ti EXPRES:12-31-05 0 SCALE WARNING SUBMITTED BY r 0 3 1 DESIGNED C LEE `�� STRUCTURAL SHEET: OF Ci I - I (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY INFLUENT PUMP STATION DWG: 100—S-0'10 Jo Y N_ 11_0" IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH: C1eanWat ' Services PHASE 4 EXPANSION PUMP ROOM o NOT MEASURE 1 SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 THEN DRAWING IS Our commitment is clear. PARTIAL PLAN 4 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 0 0 0 0 ' 37'-2" 171_011 I 1 17'-0" 37'_21! . PARTIAL i PARTIAL 4'-2" 32'-0" 4,-2" 27'1.8" 4'41 32'-0" I 4'-2" PLAN 4 : PLAN 1 o . • 1 -.. 1 N I 100-S-0151 100-S-01 3 MATCHLINE !_ II I 1 11 ' 1_ " ■• • • - • •-•• •• • — a i 22'-0" 20 0 1 24-4 20'-0" ._,r 22 0 �.. 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I �,,_-,� 361_011 I 36'-2" 44.4" FOR�� ti EXPRES:12-31-05 M CALE S WARNING SUBMITTED BY 2 – 0 X 1 DESIGNED C LEE �� STRUCTURAL SHEET: OF z „s , „ (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-3-011 1-a IF THIS BAR DOES DRAWN T MA C1eanWater Services PHASE 4 EXPANSION MOTOR ROOM o NOT MEASURE 1 DATE: 11-APR-2005 -' THEN DRAWING IS SCUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. FLOOR PLAN AT EL 102.50 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 0 0 171-0i' 37'-2" I.,,11, ...-2' . N.-6 b 2'-6" 10'-0" 2'-6" 2'- " 4'-6" 10'-0" 2'-6" 15'-0" 4'-2" N I j 6'-6" (TYP) 2'-6" j (TYP) °- TYP ° I I ALUM CHK'D PL co c I a S-516 ( } �? 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I ~ 13 D co 1111111111Allk E f `00-S-035 I I I I I A I i �, I I 1IJ 'i 8 CI I 1 1k.. 'z ADDITIONAL#8 x@712" # i i Cl), ALTERNATING WITH �! 11 11 t I ■ L. REGULAR REBAR @ 6 �� 11 11 i 11 II I CV CU CU SPACING (TYP @ WALLS 11 I I • 11 11 1 "`fi �� a@ GRIDLINE 5 &6) t I I co V V me I I I ii I i l i _ t ' 1 1 1 1 1 1 11 2' 6 el g a. �' I 1 i I I I 1 I I I 10" MOTOR SUPPORT SEE RAILING POST INSERT FOR TYPE 1 ,NOTES . , ..... `�' 11 i 1 1 1 11 I 8'-O" (TYP) MANUFACTURER'S SHOP REMOVABLE RAILING SEE NOTE 2 1 1 I I 1 1 I 1 I "' '~ DRAWINGS FOR DETAILS & 3 OF THIS SHEET(TYP} 1. SEE SHEET 100-5-002 FOR ADDITIONAL HORIZONTAL v' I 1 1 I I I AND SECTION A ON SHEET WALL REBAR AND OTHER DETAILS AND CALL-OUTS -v I 1 I I I 1 1 I ! 100-S-007 FOR REINFORCING RAILING POST INSERT FOR TYPE 3 NOT SHOWN �---, L_ 1 I—.1 I 4, $I 14 DETAIL AT ANCHORAGE (TYP) REMOVABLE RAILING SEE NOTE 2 PR Qt a ! 2. PROVIDE 2 SETS OF TYPE 1 AND TYPE 3 • & 3 OF THIS SHEET(TYP) REMOVABLE RAILINGS PER DETAIL S-901 /000-GS-012 ��"� a ixs `�' I IN MOTOR ROOM AAND B. 1-43 41'w Tr ■ .. �.. 08035PE . . .•.:. ' .r`- . 3. RAILING POST INSERT IN FLOOR (TO RECEIVE ; REMOVABLE RAILING) NO GROUT PER DETAIL S-512A 1000-GS-009 � � �q� ,� ! REQUIRE 10 AT EACH OPENING TYPICAL. f,� 2 2, ,�� i �F FORO EXPIRES:12-31-05 10 SCALE WARNING C LEE SUBMITTED BY SHEET: OF 0 � 1 DESIGNED � STRUCTURAL T- " INFLUENT PUMP STATION 0 + (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY DWG: 1 oo—S-012 Z _ y"= V-on IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH: C1ea Tater SerVlCes PHASE 4 EXPANSION MOTOR ROOM �o NOT MEASURE in SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is clear. PARTIAL PLAN 1 DATE: 11-APR-2005 REV DATE BY DESCRIPTION THEN DRAWING SCALE S CHECKED M FORDHAM ARCHITECTS ASSOCIATIVE INC (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 0 0 0 1T-0" 37'-2" e LO I 4'-2" I 32'_011 41_2" C I I a ' d i ( I T pr � i I i 1 1 o PARTIAL N 0 j I PLAN 4 ►........coi it co r.... L' thI I /i I = o C,,7 cn c + ' .41111111111111111M 0 i I I PARTIAL PARTIA E PLAN 3 PLAN 1 E i I i LA I I co 0 W!In I DIQ - t I BUTTRESS WALL SEE SHEET Z I I 100-S-008 FOR DETAILS ....07~ CONCRETE ENCASEMENT ! 11 zW SEE SHEET 100-5-053 I �.. 3-4 ..-.r 8-8 .� �W I—1 Z PIPE ABOVE MOTOR ROOM BUTTRESS WALL SEE SHEET At 7.1 'Q - SEE 100-5-016 (TYP) 100-S-008 FOR DETAILS c9 C fi w tO36 !i � � > .l. A i • to 1 CV I S-144 i • Fig • $ I S-148 100-S-032 f :..... ■ - ---- ' ---------------- ---------------- - - - - - T -- 0.: i ! Ni 1 :: • I I • I I °o ' HP GROUT I j MOTOR SUPPORT SEE MFR'S SHOP 1 . . . o. I I EL 109.75 I DWGS FOR DETAILS AND SECTIQN ° 1 REMOVABLE RAILING RAILING "Ci I I AD PTNA SHE ET 100-5-007 FOR REINFORCING `Y't 1 I POST INSERT FQR SEE NOTES n I HP GROUT I 1 IL @ANCHORAGE (TYP} 2 & 3 IN SHEET 100-5-012 (TYP) co I EL 103.00 I — — — ; NM UM — — — ;.. O ADDITIONAL#8 a@ 12"ALTERNATING I I I 1 1 .;• W/ REGULAR BAR c. 6" SPACING EF --I 1 • w i 1 • a- °o I g o- I I 1 .L :....:....:..........:................ N I . 0 . I ;MI — TT—!- :.—. Pr i LP OF GROUT e'- - EL 1: .54 :::: e I I i - I I Ali• I lill O— - .. • I 1•-- CO I 1 E ( 1 1.• -E CO a I I I EL L 102.50 • • •,•► - ' .... I----�-I. I ( •'�---��,•••I ----GIs•CD •-11■!i� J�Rias - �� V) I - I I I _ MIBROIN MY I.:®_� ' . ::.::::. :.:.:.............................. ■ :, ::'•. , L- a >ml'1•li➢w—lb .. —MMINlY!P.i......:.........: -- --- - •%—MN� r a� 1 — — — — _--- _ .__4_ MATCHLINE CONTINUED - I `: ,,, ,,, """ "" ( I ( ( �'`i �i ,''err .:................. r„*i :..... 4''4''.1 — ■■ •• ■• •■ •■ ■■ ■■ ■• ■■ ■■ •• •• ■•■•■ ■■ • ■y -- -_- _- __ -- ._. __- __ i •—•-i- -4-■•i-•-■. ♦ . -F•f•�■—i.F—.F•m.-.•a�a a-a 1!•■-M i-.�i.F .F•i-Fi-i--•-�-a.■��-•.a, �a am-.•4 �• •••-•—".•• ■-—!-a+i-i*••i•■•■-�••-F� -■-on-•-•-i-•-i-�-F•-i--—_— • — -— —r,- .rte -— , o_ ON SHEET 100-S-012 1 I I . .,.. e O .O O 111•111111111111M1111 IN• • 11111111111111•1111,III: ".1.1=1111111 110: UV MI MINNI MI IF WI MUM=If Q. - ��. .�— . ---al• •C -�� M;- .—� I �► --� - _ ALUM t 2 Y .N I _ I I .::: ::.:........................................................ ......,:.. ) 5-501 a� - ( - (TYP) i ��► :I _ - ... ...... I I k co (TYP ;• >: : .- P S-516 laiI NM: - �j'' as 1 I n�0 N• F Q fy�,”. 1111•111111111 w—I --r . i R I �� ' NOTE 4 1 • .. O 4.� IF • it I I SEE SHEET 100-8-002 FOR ADDITIONAL HORIZONTAL . ''' '` ALUM HK'D PL S-502 WALL REBAR AND OTHER DETAILS AND CALL-OUTS g1 4--- NOT SHOWN '�q •Y 2 2, �- t = " (TYP) ,�� ©�, 61_6" 2'-6" 2'_ 21_ 2'_ " 1 '_ 2'_ " 2'_ " 4'_ " 1 '_ " 2,_ 11 ■-- 1 '_ " ,."'—"` 4'-2" E FO 6 0 6 00 6 0 6 00 6 �' S0 ti .., . is—.•-- n mi• .r 10.. .l OP.. AN ►- •� .I I►r ■• •r ►_•■ r•- EXPRES:12-31-05 m SCALE WARNING SUBMITTED BY ` SHEET: OF STRUCTURAL r p 1 ::::ED C LEE ) , DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-013 z fl_ I (PROJECT MANAGER'S NAME) LICENSE NO. DATE o - V.p IF THIS BAR DOES T MA IN ASSOCIATION WITH: C1eanWatServices PHASE 4 EXPANSION MOTOR ROOM NOT MEASURE 1a SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is clear. PARTIAL PLAN 2 DATE: 11-APR-2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO-: 4969 • 0 CNI .....T- Echi MOTOR SUPPORT SEE 0 0 __I q) MFR'S SHOPDRAWINGS I ALUM CHK'D PL o o FOR DETAILS AND SECTION I 6 I S-502 = (TYP) —° A ON SHEET100-S-007 FOR j ° I RAILING POST INSERT t 411 ( ) REINFORCING DETAILS AT ! I �' I ANCHORAGE (TYP) ! N REMOVABLE RAILING SEE ( ) I a NOTES 2 & 3 ON SHEET j 4'-2" 15'_0" 2'-6" 10'-0" 4'-6" 2't.0" 2'-6" 10'-0" 2'-6" 2'-" 2,_fi" 100-5-012 (TYP) ,-. o. .. ► •-. . Al ■ . , ► . . . . . . -. W, - t .- 7 r I I Iii .,,..:: T r___4 it,-.... ,.. ,...... :,,,, ,.:: ...... . .. . . .. . •. .:. ::. ,:4:: ::: ,,, ::: , . ., . . . .. :. ..... .... .1 ...:„..,....,...::::...:....:.„.: . . .• . . I i PARTIAL PARTIAL .__ PLAN 4 PLAN 2 ._. Iw __!......% . SLIM,••4"•:::::;:,::::if,:*".:,'--4111111111111111111111 I i as 1 :::::::: ;: I ! I _ .! '•::.. I I I �...1_ ■111.., s____� �: a'.tklxl____� CL 1_.x.1_ _ ::; a1_____ O •1_ •�,_ 31am____I ii i I • • •••••• •• , iror,,orp, 'I',•:,......MN 1111 MI MEM, •• IN —.. MI ca. •111111111111111 I I • .NM 1 :IA ___i /SIDON__■ PARTIAL --_--� _—MINI •• 46 m mimele — — — — r o 0 0 MINI--- - -- ----MINI--MINI MINI -it.II _II_\_IlI- .:..-..... ...:...:......... .................. ... ..:• ................-_ -_-:.....:...:........., PLAN 1 A I I E 0 -—-— - t_•M i-_•i-a■M-i-_-i-.�-i-•-_-a-.iii i r i;-�•aa i■_i i-r+i� _•,••**.F i.3s i-•-.I.-i•I.■E i-i•i•i-iii-i •.4�i•�i a!•4 i•i M EI■_i ''...•,,,,,,,, ►. - E F F��i•lii ■. ■■—..L..—■■ y :-I____ .___. — �< . — _ — MINI I I::11,4 inE111111111 111111111111111111 ,..s . ._■■� :I__3 ■__■ I I _- MATCHLINE CONTINUED • I 1 i i ON SHEET iiii E 1 1 .1i. O s aria MB MON 11. .,. I n I •:I':„ .!�' :: 5 1/2” t . + .ILA' , IT 111111111111111h, . , .. • SLOPE I ' o • moommoommolk _ TYP :w t� I I 1 'ad 6J 1 iY . ,• •B .rte .- .w■n r ..eE� �9iiB_ Sri.- I I I a I__. I 100 S 033 ,..�®®..1�,•.:••, . I__i_............ ....... : 11 �II.ii■._._l•:.:: _m• O• I I ! I I I I MINI al • _'_t __■ ■__► NI'Mal, MINI-- I I I 111111111111111111 ,:: 1111:Mani • I Ti 1111111111111111_11 :i: . • 1111 111111111111111111111 '4, :,aimilmommi .. . • o o ' MINI - MINI—- MINI -— -MINI-- MINI - — -— - : Y'r 0' Y- t Y-' v. v' 0 1 : :' <',. .:. E L :02•.50 „: „: „�,,�,�, I I ,�- - • MINI MINI--•— _-_ _ •_ i_--MINI MINI- -- --�•— �i�\� �\ \ \�� - MINI __ ... _ - d• /\iii �,\ �\' �\ o 0 0 :. . \\.\\.. - - — — - — - -—---—-MINI I — -—- — - - ' ■---- - ___w MINI__ — a-• A .___ ►i ___r ■___ I ,■ T MI..■, . In NNW '_E■ '4___ ''::. Y' . _138r: :.•• __ • MVOIM M i - / -_ -_ - - -- MINI -MINI - MINI ' . I I HP OF GROUT I I•MUM' X-_� - ' I L 103.00 TYP I IIP'D ';. !?; ■ r .:•::.:.•.•: - •,••:, :: �'. o •:::':.---,--..::.;::-x•':::;a T"" I' J _G1 1 —�� jT t� i• �_- M Z� I Alai 11111111111111111111111 t AL U MINI , E.®®E0S0E�.:.:•,. MINI— ■ 111111i111i1111 1 ( ) 111�11111i :- S-5fi0 `1!1111' :::::: Noss nor I I P OF GROUT I I• �- I EL 102.54 (TYP) I I _ A1IIIL1lIHIl1 !IILI AMMO--- o j ,i --- :��.: o — — — — — I .4 -—-—-—MINI- -—- — - —MINI - -MINI-- -- 1 1 — —-—- — -—-—- - — •—- — -MINI• -— —- —-— •—•—•—-—•—-—- - —- O 100-S-034 ° 11 /1 I I tI i I • 12"X12" COLUMN I I I i I o- f SEE SECTION 29A _ _ 100-S-061 FOR !j " ui , I ' CI I EL 102.50 1 0 1 I c I = ALUM (t =2 X " ) . 1--- 1 ---- -- -MINI--- -MINI — --MINI — ---= — 1 . 21-6" 11 I j i I ,�' c5-501 TYP I�- - - i— —-— —- - — ' 1 MINI... i '. I j _ I 0 1 I I j I c o MINI — �► - - - -1. ..a) r� co ' 1 1 ` j `b — — i 4 • - • MINI MINI - - 1 1 I o i I momm=====lik °'� (r 14$ 1 1 ! j ! j :� I I I 1 1 . 1 f 1 100-5-035 I ♦ y♦ j i - I ii I I * I o I I 1 E 1 I 1 ♦ ♦ 1 i !► ' I N i I I 1 1 I I , + , o i 1 1 - 1 I II II 1 II '� "4' _ 1 1 I I I I I rn II II ! I I 1 1, , ri i ! ! I I 11 t i � U 1 1 C - -I-1 -I- � - - - 1 MINI - -1— _ — — _ NOTE . b I I I I I I j I SEE SHEET 100-S-002 FOR ADDITIONAL HORIZONTAL . 1 1 I I I I I I WALL REBARAND OTHER DETAILS AND CALL-OUTS a I 4 I I i I NOT SHOWN v� ! I I I I I I I To I ! 2'-6" 6'-6" (TYP) I I I t I -.. j I I I I I . TTYPr I a I L , 1 I y ! 37'-2" I 17'-0" !" --t— MINI; PRA 1 1/1444174/* ifi 1-1. _. ... +—I K, bi MATCHLINE CONTINUED cit . .,......... ., ..... ..... ON SHEET 100-S-012 c;\ 'lip �Y 22 \Nt' 'r E Fo R° ______ ti EXPRES.12-31-05 o SCALE WARNING SUBMITTED BY r co 0 1 DESIGNED C LEE ) STRUCTURAL SHEET: OF I — I INFLUENT PUMP NATION _ Z fl 1 pl' (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: �� DURHAM FACILITY DWG: 1�� S-014 IF THIS BAR DOES DRAWN T MA C1eanWat er Services MOTOR ROOM NOT MEASURE 1" SQUI ER ASSOCIATES- ENSR INTERNATIONAL our commitment is clear. PHASE 4 EXPANSION PARTIAL PLAN 3 DATE: 11-APR-2005 REV DATE BY DESCRIPTION T NOTDTO SCALE S CHECKED M FORDHAM ARCHITECTS ASSOCIATIVE INC (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 0 0 0 . ' 4'-2" 32'_0" I 4'_29' .0 or .r op. •. , r• s I I o N I 1 I a I I I 4 r ' I 1 i I I 1 iti Ili I 1 repirep— ...- • - , PARTIAL• N., I I I PLAN 2 a ' -. 8,-8,, .•--. 3,..4.., .•- I 'i I I I I I i PARTIAL PARTIAL E I PLAN 3 PLAN 1 E I I I col z: r run - _ --1 �i D A PIPE ABOVE ROTOR ROOM � Uri SEE 100-S-016 (TYP) i 0+ 'ri 1 �t BUTTRESS WALL BUTTRESS WALL I CONCRETE ENCASEMENT W1 SEE SHEET 100-S-005 SEE SHEET 100-S-005 I FOR PIPE WI FOR DETAILS FOR DETAILS I _+ NOTE : Echl o SEE 0 r11 Zt -S- ND -S- D o J o I Ec:9 Q, HORIZONTAL SHEET 100 WALL REBAR 002 A AND 100 OTHER 014 FOR DR AND o a 01 o CALL-OUTS NOT SHOWN Sicn • - .- T w E �.1 zi >I O Fz- * • 1. .. .. .. .. , .....: .. .. .. .. ,. .... ,... , „.„. ..../ ./.....,:::::::. :::. .:,, ..... .... ...„. .„:::::.. .. ....................................................................................... . . ... ... .. ... ............................................................... .... . . ... . . .... .. . . . . . . . ... ... . .. .. ... .. . .1-fl : ........t W, 100-S-036 0 N I -- J. S-144 1 =I S-148 I 2t 0 w I I it ii NM= MIMI r ii----4 ,;‘,„ i .. . ., I ca g _ ....................:....:..-:.-._.-:r ;>: . I • ALUM CHK'D PL I HP GROUT I i 0 I I t - „ TYP S-502 I EL 100.75 ci _* chi %: I (TYP) I I I• : 65 r.. _ I I I I ,� - ... °d- a ♦ ♦ I I HP GROUT I 1 I _r . _ ._._ ._._._._._._. _ ._ . _ ._._ . _ ._._ . _ . ._._ ._. _ . _ . I ._._ ._. _ . _ . I _ -._ ._._._._. . . _. _._I i V I Ir 1..... m IOW •�sa. . . — — — — __ CA :.ure��. — — — r --- ----- - N os.aerlts. :: g;::".. :.\.1.44. I i". ." :.,.., i - - . e .t—.t .__' . . �..t 1 , i co ��/ i—i— ;:::,:: :.::.:...::: c; is [; ,� SLOPE I E A • ANNUM. 1MM ME Ili RAILING POST INSERT A- I- �.----� :. ----� .. TYP :: -E i REMOVABLE RAILING :,>..:::'i—�•----t : :: • o SEE NOTES 2 & 3 ON SHEET 7:::.�„M..--� , .. . 100-S-0 12 TYP .i :..,__.ter _ (TYP) - .-- �MINIM ��. ° 1--• :::,•w1--. I.--MI. Aid.I--�. .&i&Sf--. ;t :;: I.---. ..I---. . --. I vi ► I , n► _ y'' ,// ■ ,i �y Vii.,%- /::-;/�/��%- :��'!:y:y i I At a iii T�.�� Ca C 0 -—-—-9 •—-—•— --- ----- F�F 11-a-..-t-�---I-►--1 I I a•,ON s-r�.f•s*so r s-s ri-�-a I-..-O-11-x- s,� G�a -aa aE-a a a t.�a-a�-+E I NM II -F 11.sM F s-s 12.44111411F4211- - - I m�r n�.■. •■ •■ -2. ■. 11 11 11 11—11 ■— 11■M1 2 100-S-032 d' ,Z15tie .............:..:. ._ I I I WI 111111111111111111, IN EN MI MI •21111 MI MI ■ .MIME ..I--. .-- C •—mow' w1 i—'ra :<. .. ::• .y .—. �_._ I cp .—a I .D .—� mil' c` :..„i• c': ;i is ' I I :' MATCHLINE CONTINUED .- r . - - N • a... ALUMt 2 �/ —►, .•— j --0 , - - ( 4 ) .I.�ts@. ::. .: I ON SHEET 100 S 014 5-501 i .� : :- '.:.. ::..'�- i I I . I ,•13 ,� (TYP) 1 i ,t3i,,D PRarei„, co p. 2'-6" 6'-6" (TYP) ! 4# *0 • 1—*°' (TYP) 1 4'-2" 16-0" 2'-6" 10'-0" 4'-6" 2'-O" 2'-6" 10-0 2'-6" 2'-0" 2'-6" 41—. g'. .r ■'► +4 r• .M ■. .'g r. .I r• .■ PIP .'■ IN 11111 I IN i •r No OR 1 1 MOTOR SUPPORT SEE MFR'S SHOP DWGS FOR DETAILS AND � '�•q� l y 22,1��'� SECTION A ON SHEET 100-S-007 FOR REINFORCING DETAILS AT 4- FORA ANCHORAGE (TYP) I to EXPRES:12-31-05 `o SCALE WARNING C LEE SUBMITTED BY �� SHEET OF 0 1 DESIGNED STRUCTURAL -r- ii - (PROJECT MANAGER'S NAME) LICENSE NO. DATE `S DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-015 Z _ y'r= 11-0" IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH: �lean��Tate� Services PHASE 4 EXPANSION MOTOR ROOM o NOT MEASURE 1 SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. PARTIAL PLAN 4 DATE: 11-APR-2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 . 0 0 0 0 0 0 . ii• .-1... . L . u.) c) c) 41-2" cs, • .4'-2" 9.4„ ci L ... I.0 36'-2" 37'-2" O." D. it el ...• lie 17'.-13"j . • • I 17'-0" 721-2" 3T-2" I ..... . a a I Z ; • I -d• co 1,- ,- 9 .7.1- i cr) cl ii lir Ed -E(13C1);] i Ed 0 1 ! 0 i E 2] 9 VV/WATERSTOP Ed,co] E cd PARTIAL ' PARTIAL PLAN 4 • PLAN 1 /1 I & SEALANT(TYP 0 100-S-020j100-S-018 ,-- , 0 1".". 7 MATCHLINE 46. -- I .1 I I 4.--. -1---1—-. --i.. < i 1 FOR CJ BETWEEN , • ...... .• 1P0PA01-AR-STN-I A0311-9 I 1P0PLAN AO R-ST-I0A21L7 cl. 2 i GRIDLINES 2 & 5) ' • I 1 . /r LI.J i STAIR NO 1 i I I I I I I S-114 (TYP) z• I SEE 100-S-058 I 1 ,.....---------.... ii 1 1 1 1 i I 1 i 1 ? 1.- 1 ct E f I I 1 I I I I 2 '.171 -__Lii I di 1 1 I 1 I 1 1 D b I I !I I cf) i I I 1 I : i I I I I I I 1 . i I i 1 ,_._ ...1 1 . I ll I I II I I ! ll I 1 DLL 1 _--L 14- tCliD-A ._L1:- -.1 I I- II I--. 1 I .‘ • : • .. : ., . •. : -..,.,... F-1 ://:-./.: : :.•. ..: . . , . ,.: ..: .e. . :: 1 1 i I 1 1 1 1 1 ::.::: .••••„.. •.:,. 1 . . ± , 1 1 I I 1 1 ..::. I • ,:::.::::::::•,.' -:„ ,:::..:::::...,.• ,:$,:! I 1 ; '- -I I 100-S-036 , 11■111 1 :., 1 ::::::::-.:.::-.:.]:-:.::-.:.:-.::::ii:::: I i I 1 11391A. ' 109B ::::..,..--,..--,..--,..,-,..--,:i,, I 0 ._.1....... .......__...... .__ _ . _ _. ...... . __..... 1 .7 •:•:' :::;;-::-•::: :::::::;:i. I ii i a j i i 1•111■11INIMIlr SIII■11111111111111111! ,: ::: . , A 1--- • :: MI Mill 1.1. . :: ,. , :,. 1 1 1 1 1 1/1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E M I I I .. :. 6? NO WATERSTOP 111P511.> -11'14 , 1 _ •sr 1-- - Pw' . P'.II I I ' ---1 I • .. . . „ E., OR SEALANT S-137 .:: , I I l, I I I I , 1 1 1 .• . s_123 (TYP WALL CJ) III :.: I I EL 117 (TYP) I I I - I- . - .„ • I ........................ ------ ::::: I I i I I _ I gillilly7r. I I I I . .. ... I I 1 I 4§1110 1 ligr i' li - I 1 . . 1 1 1 1 1 - 1 • • 1 1 (1>, ---[II— - <> Ill 111 : .•.: 1 ii. 1 1 , 1—A--i k —-——— 1 — I ., I t MATCH LINE ammismoulusimitosimslaisealmammoseirma irammormasomesmi soulasmi ammo ellissammtosi osommeme skasomosamissomasamisorisemtalmslisimisomissimissi••••■ samissamilimiessomisimeas sollmems sommismossimole mommammesswei k 1.-i. 100-S-032 , .:. i 1 1 t I 1 to ......lk M13 , ! I I I , - - ....i........... ........,.... I I . 1 . :: / 100-S-033 1 I I _ I I 1 I .. .. • 0) -p. 16.--1 . 1 — - -, - - - - 1 Ei_ = I :• .: co A I c - - O. la•••■■ AWN=.1.al■ .., 1 III W/WATERSTOP & SEALANT u) c, , , I I I i S-137 FOR CJ BETWEEN GRID LINE c" ! 1 OW 1-- iti _ ____...g ?.:: L' L._________ _ ____ ____ _ _ i _ ! III _ L -- - - - - -—- - - -- -::'-,-- -- .------------ 2 & 5 (TYP) I E? •:i::, .:ii 1 < i I I I I .....;100•"7 lb (TYR) :::::::::::::::::::::::::::::::::;.:: I /1111 .:•,....-. I I I I I I' co S-512A S-516 .....--..,,,. 14111/.410..11.111w :"': I ii„ :::' 7- STAR NO 2 -E' : I • .,, - ,.-.....:: SEE 100-S-059 1 I I . I .: ,... .-.. .:.: m .i.::::,' .;::::::: c I 1 I II ....4,.. o -- ______ --I-- .,.......,... _ _ — =11— = =1 = v 1 . •III III -1 - II . _ .4_ ______ _ __ 1 1._. .1. i ors _ri.F. _i _ .i ._ . ___._ im __ _ _ E -,7) 0 1 _I. 64 -----— CD CI I — — — E61 _ ,__ _..._..., I rei . NI t i 4 oo_s_034 a , A_ __ _ __r I _ ——1 / <5 ! 1 i < ii 1 1 1 _ r_._. 1.1: 1---— - --. =Eq.-, r) b kr 1 11. 1 as 1 i I I y-- - E 1 _. 0 I 1111111 I II k _.-—-.4 I I 1 0°11 . -4111111 ! N- C4 1 I II i N ; n-- I i IMPINIIII , i ilo 1 1 ...........-- wr- --9141111 ....—± I 1:71) 1 2 11 i 1 goy • 0 , 1 1 100-S-035 I 1 ! F I II 1 1 i--- ' ._ i __ It , , E4.......1 I ' , .---4-1 ir"----1---- r—lt u i ' s I co 0 ir w . _ .__............___......_..__ II • `I , , ! 11 ' 1 I ' I . Is it = = 'F. = - -1- 1,- - — i , ._ t 1 I 1 i . I i I c.-.) t 1 1 I I SEE S-591 (SIM)I 1 1 — _ . _311Jmi. ._. _ . _i_ • I FLUSH MOUNTED• I i -E-3. STAIR NO. 3 AIR LEAK PROOF I a. SEE 100-S-059 I I c III- -11-- —-I I - -7-- - --SHSAFTCLH°°WRITH Lillii ,o) (OPP HAND) I I 63 a) I • THROUGH -0 I 1 I ! PROTECTION SE C _CD I 1 I I SPECIFICATION -1 I 1 to I I j \... (TYP OF 6) -4- 1 I I 22'-O" 20'-0" 24`-4" 1 20'-0" 22'-0" ,t0R1PRW.0.1_ as a -ir r. _ Is w -4 i 1.- -.4; N Nu"' Ili Ob.1 th 1 .a.•I it (.2. 1 I D 1 I I ill 4-7. 38'-2" i I 1321-0" 1 I 38'-2" 4k• 08035PE e" hi _.-4 IIS VI I lifk 11 OW I ir. I i I I I I 3'-0" SQ POST SEE -. .....:ip?-7K-•.., . SECTION 12A ON SHEET fri 4k 100-S-054 FOR DETAILS (TYP) -414 2 2 t. ■Z% -' 4* Foto in EXPRES:12-31-05 N- in 0 SCALE WARNING SUBMITTED BY CV) -,Ak., STRUCTURAL SHEET: " :.:.:::;' OF i:::.':,:i•.:i: io 0 X 1 DESIGNED C LEE , . . . 6 1 — I ( 0 ) M VV DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-016 z x" . 11-0" IF THIS BAR DOES DRAWN T MA (PROJECT MANAGER'S NAME) LICENSE NO. DATE H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION WET WELL ACCESS ROOM o NOT MEASURE ? SQUI ER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 --) THEN DRAWING IS Our commitment is clear. AT EL 117.00 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 \ / Er-: ..4. 0 r = (,)_,cl " • 5 " 17'-0" o T 9 -. 11 ► lir/ •A 2'-0" 15'_0" EMI 4'-6" 10'40 15-0" 4'-2" I �- . ►-, c I I T I 1 1 TET -- 1 1 I ........_.:.:.:.:: hi Ira I 1 i I I I I ! 1 i. 0 I I T 1 I I I 1 I I PARTIAL PARTIAL N : ii. - - Imo_, I PLAN 4 PLAN 2 ■ I II 1 I ca I I I I • 1 I MATCHLINE CONTINUED I A I ' I f III , ! ON SHEET 100-5-018 ' oo 1 I I I I - - - - _ r I -zYs I EI, I I .. ,, pi I I i I I 1 - PARTIAL /Frio .............................. . ..11'......................... ...... 11.. ..111111•11111111111111111 11 11 i 11. ■. .■ 11 11•1■11 11 11 .■ 11 11•1 11 11 11 ._■ . 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I 1 1 ' I I . ... ..:::'.:. - - o -1r— i t I 11 I 1 1 cA ! 2'-0"X 2'-0" I I I i I 1 COLUMN SEE I I I , I I I I I AC/100-S-047 I I I I I 1111. o STAINLESS STEEL I I (TYP OF 3) I I I ACCESS HATCH -I- I -4- I— -F - - -�- I --I-- r (TYPOF6) I 1 I I I I I f: I I : TYPI I I - - - - ----- - --- S-144 ( ) I - -.-1111 - 6 ...... 0 o I II i _ � 1 N I I I 1 I I I 12"x12" COC` - - - - -1 - -L- - in i -1- Ti: ; • " 15 1 - I I I j I I BELOW SEE I 6" CONC WALL SEE .........t I I I I I I I 29/100-5-061 I 25A&25B/1005-S-060 I f I I I I I --. 1 1 I f 1 'i I flit,: I l I I I I 11 o I I ' I I I I i I I 1 6" CONC WALL j a. I IQit 1 I I 1 I I ( -i i - -; I o SEE 25A& 25B/ I I�1 I I I I I ! =-- - I x ---- i- I I 1005-S-060 o '= - I II—f , I I I I r r., oo IWii i I I I I a� i I i t = i t 1 I ! I � f I I o co IDI n ,W i I ° 11 I I I '1 oa ._ 100-5-035 -!- kI)i E. I I 1 - -- -- - - - - -- I T 0 I I 1 1111:::: 1 1 4 I _ a, 1111. ::, 1 z , I I I t , I I 11 z w x ,--I I , li, t c, _ T .� , fp` I T ` I• N. .r 'r t ! 0 • iI I I zI 11 I I -•. [ j 'P} .- � _ _ 1111._ ,-.. _ ..._.._.._ - - - - . - - - - - - - - - -- -1111. - - - -. 1111. 1111 . O I Oi I I I I I . I I 0• I I I I j #8 @12"ADDITIONAL WALL a I I I I �"� I HORIZONTAL REINFORCEMENT v, Wi 1 I I #8 12"ADDI ZONAL t I I . .11 @ ALTERNATIVE WITH REGULAR a 1 I Z'' S-144 (I rn . 8-01 (TYP) . • I WALL HORIZONTAL REBAR @ 6" SPACING (TYP) I f JT 1 I I REBAR ALTERNATIVE -� 1 I I =I I I I I I W/ REGULAR REBAR . 1 I (,,, * I 1 I I @ 6" SPACING (TYP) Li I 1 i. -1i----) 1-11 i...1._ i 1......______di OD PROfter,_ to T� � ♦fA �'s+. hi I c ' 08035PE . r : 11 11 ...... .. 6, ,,\\". 114 10'-3" ► 1111 6-01111 1111.-.01 4'-11" 2'-0" 34'-O„ 2-2" 'IAN ZY 2 2,Zc\'' Os FO R° EXPIRES:12-31-05 o N- SCALE WARNING SUBMITTED BY r 0 3 1 DESIGNED C LEE ��/ STRUCTURAL SHEET: OF • (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-017 z „= IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH: C1eanWat ' Services PHASE 4 EXPANSION WET WELL ACCESS ROOM Jo . - 1 0 NOT MEASURE V' SQUIER ASSOCIATES- ENSR INTERNATIONAL u DATE: 11-APR-2005 THEN DRAWING IS 4 r commitment is Ilea=. PARTIAL PLAN 1 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 M M Q - u) T . Et]°o I _o LO MATCHLINE CONTINUED X17'- " j ci ON SHEET 100-S-020 ° i 37 2' 8'-a" (TYP}a Jit!-.4 I 21.2„ a I 4,_2„ rer co i i PARTIAL " 7 1 1 A,A, T i i_ " 1 i I -I- -II- --- --- --- I- -I- 1 1 a ! I I I I I BUTTRESS ! ! 0,0,, . j i I 1 : ' 11 17 -o I I I I I I__ WALL BELOW I I I PARTIAL PARTIAL E I I I ' I I I S-144 I PLAN 3 PLAN 1 E i II I ! I II I - t I I I ! I 1 1 I Co D ! II I I I II I i II I I II I 11 I 1 II I t i 11 1 1 II I - - —I I I I I I I i t I I ! I I I 1 1 TYP 1 I ..r- I j I I j I ( ) S-191 I I BUTTRESS I I I i t I I WALL BELOW I I-i:--.I II 1 I II 1 ...t •. I i lI 1 I II I o 100-S-036 --•' ■ ■ _== I I I I I 1 ! © o t'7 - - -1 1 1 Ili I i t 1 N T. II 1 I II 1 1 II 1 I II 1 1 II 1 1 II 1 TI T I - - - - I-1 - I - - -J fJ : - - .� I .... i i 11 1 11 r I 1 I I I I I II I 0 • II 1 ' 1 II I II I ! 1 II :::, : 1 0 0 • 1 r .„::: ' I I #6@12"ADDITIONAL WALL : :. :: :: :: i (TYP) p 1 t S_144 1 Ii I i I HORIZONTAL FEBARS I • At! I I j I ALTERNATING / REGULAR :: :' :: :: 1 I I I . I REBAR 6" S'WING (TYP) 1 I 0 : : _N ,i I • -c ri-: 1 I' ! l:;:.• :;:: #8@1 2 ADDITIONAL WALL _ c .�• I I I I T 1 . . . .. HORIZONTAL REBARS _ a o I I >:. :. ALTERNATING W/ REGULAR N I i I ! I ! : REBAR 6" SPACING (TYP) v I I o 11 1 I I TYP g,_0„ (TYP) ( } OD I I I I 1 I �, ( S-144 :: fp— co o I i I I m 1 = 1 I I I I : • o I - I 1�1 - - - - - - - r I I 11 1 I 1 I 1 • I I ! • o I - I .r< • "� 100-S-032 I I I ! 1 I o 4a• I I I I 1 I -E: Li....)- -i-� `� I ! 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SCALE WARNING SUBMITTED BY STRUCTURAL SHEET: OF r 0 X 1 DESIGNED C LEE � INFLUENT PUMP STATION 100-S-018 Z y,►= �._on - (PROJECT MANAGER'S NAME) LICENSE NO. DATE INASSt�CIATION WITH: DURHAM FACILITY WET WELL VIEWING ROOM DWG: IF THIS BAR DOES DRAWN T MA CleanWate?" Services PHASE 4 EXPANSION 00 15 - NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL PARTIAL PLAN 2 DATE: 11-APR-2005 Our commitment is clear. THEN DRAWING IS FORDHAM ARCHITECTS ASSOCIATIVE INC / REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 • O 0 111--- 171-0" 0 4-- 1-sa 371-2" r.-1-011 n n n n n n ' n n 1 2 r-2 2 r-0 15 t-0 2 r-6 101-0" 4�-fi 2r-b 151-0" 2r-p 4 r-1 fi r-o" Illm•-7Illw-.IMI--IIIPNI o i ••.--• i - ••.- N '• Q ( T• —fi r rr - 1— 1— �fi r I , 1 1 1 -� ., l i H I I I L r I PARTIAL PART A MATCHLINE CONTINUED j , j 1 1 I I 1 PLAN PLAN• as ON SHEET 1OO-S-020 :.:.:.::::. i I 1 1 ! 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I I I ,- , 1 I I i i , I I 1 r � I I I I � I I I I 1 I L : L I ILT : • I i I• 1 1 I— O 1 I - I I 1 w _ i I i 11 D_ i I I I ii. I I ------ -- - - 5-144 (TYP) I i j 1 I I ! I I I I 1 I I j 1 I * { I I II I I I I I I_ I 1 I I I 1 FORSIM DETAIL I I _ - - - - - --- -1- I I 1 I i t( 1 1 ( ! I 1 I I g I I I I I I I I f 1 i -3- I I j I 1 I I I 1 a) b i a ti I tr I 1 I 1 I #$@12"A DITTO vAL WALL `. I I 1 , At :; D 18-0 (TYP} >,.':.; 1 _ C.) 1 HORIZON AL REINFORCEMENT I 1 100-S-035 I I I I I I I ALTERNA ING WITH REGULAR I I I EP •.. I I j 1 I 1 , REBAR @ 16" SPACING (TYP) I I I ao II ° * I I 4' 1 1 1 I I I I I =. 1 I I I II .-cc: .T 2 11 .,,i,47, , gl 0 — _._.........._..............._....., , :. • .• ii in 1 1 , . .. :: .. .. :.: I . i al ...... - -I� I t I � I - �, c #8@12"ADDITIONAL WALL ; I ti 1 1- . 11 N HORIZONTAL REINFORCEMENT (TYP) I I , I I ❑ ! I I 'cg-o ALTERNATING WITH REGULAR S-144 I 11 I I W I I I I a REBAR @ 6" SPACING (TYP) I I z 1%... I ti I I I r 1 -4 11 z 4►_l_' 4 ` I iI Zth . N I (NJ I „ ,.,..,....,... . ..., . :., _. W 1-- i cr) .0 1)PROreck. O E, E9]° °o o C9 1 MIIMII u j ! Ec,,, , 4* = W i Ei] t 080P r!'r ” r_ " '_ " V U) , oRseoN 1 . iii Nt• EL. ,_ . 1< Z '*9 X22, t df 2O ! FORS th LO EXPRES:12-31-05 p- - - o SCALE WARNING SUBMITTED BY STRUCTURAL SHEET: OF T _ 0 _I DESIGNED C LEE Z �1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: �� DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-019 y4« _ 11.0" IF THIS BAR DOES DRAWN T MA CleanWater Services WET WELL VIEWING ROOM SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is Near. PHASE 4 EXPANSION DATE: 11-APR-2005 o NOT MEASURE 1� PARTIAL PLAN 3 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 0 0 0 37'-2" --- 17'-0" MATCHLINE CONTINUED j 4'-2" 32'_0" 2'-b" 71-10" 1'-0" 3'-0" j ON SHEET 100-S-018 o • ! 1- o I rn Q a o ! Eci i ci rt Esc] a j °o i ., ' r I 0 , ; r(i PA RTIAL _o PLAN 2 a. 0 A ._.=IV=■•gInal•M a••1•111...1•••••M IMMO 0 MIMI.11.MINIM Mt=MIN 0•I••••• 0 01•■0 MINIM•1•■••• • • • • ' I I - ;.- .-.-. - .- 1 ! I i rH=NMI 'MINIM =WOW ._ 1 1 t 1 a I I I PARTIAL PARTIAL i I I 1 I PLAN 3 PLAN 1 P. I.• ! I II E., t I I I I -.�•- a) M I I I 1 I I 1 u) D NI BUTTRESS j I I I I I I M BUTTRESS WALL I ! I I I � WALL BELOW—\\ II\ • j I _ _ _ _ _ I 1 I BUTTRESS WALL BELOW M i l i __ I i I1 I 1 I • I I .••■ Il i I 11 1 I I I I I �__= I 1 I I •---- I 1 1 c° I I I 1 ; 1 I j I I .ac? - - - - -I I 1 1 1 I I I I �T t I 1 • I I 1 M I I I I ► 1 1 j - - - - �- i I- Fr I - - - T - - - :;11:: :11 :. ::<:::. ,, • .,. .....,.. .N .....t iH 1.c. . .,, ,.. d' F-I:-, • 1 . ., .I ,. I ' i l I 100-S-03fi • °:.I I i.: . I 1 1 ,. A. , I ' I I I I " t I I 1 I •: :.: :.::..: ..: .:: :: :::: :.: .:. .:.: .:: :.: .:: .:.: :.: ::: :.: .:.: .:: .:: .:: .:: :.: :.: .:: .:: :.. .:: :. :. .:: :.: :.: : .:. :.: .:.: :.: :. . :: .: .:: .:: :.: .: :.: :. .:: .:.: :.: .:.: :.: : .. ..: :. ..:.:.: .:: ::: .::.:: .:: :.: .:.: .:: :. : ._ :: :: :: 11 :: 11 :: :: :: :: . :: 0- l . ,..:,,. .. .. .. .. .. .. .. .. .. 1111. : , .. .. { .I 1 1 ca I :::.L; :11: 11:: (TYP) ::._j::. :;: :. I I I ' 5-144 I I i I I I 1 0 ��•.�� i 1 :. ::'.:•.: .:'.. .... .. .. .. .. .. ...: I I 1 r r I I I 1 1 Ni _._ _ I _ . _11_ 11_._._._ • i N I ! I 5-501 1"ALUM i -" i j 1'1 p GRTG I I j 1 11 •.� :: I i I I I I I EL 117.00 e-r o = — `�' I I I I I 1 1 I A ......�..........�I .:..:..: .:..:..::.:..:. .::.:. .. .: I I 1 . r �. I I I I I I 1 I hill r C Co I I I I • I I I i I s 1• I ! �._�„ 8,_0„ 6'-4�, I 12'_10,. I I I I r�I J 1 CO I I 1111 1111 I ! I 1111 FT-1 ►- I 1 #5@1 2" a - I 1 I I - - =�` I ppo. `n a I 1. I I I 1 C► I I ' I II I : - - —._-___- ____ _ __11___11_._. _ ._11_--- --- - . --- - - - --_ - - --...=_„ ----_ - -- .___ _ __ ___ .___ _ . - . _, - ._ . _ .I_ _ -_ __-__ _--- -._._._- _ . ..�._ __.—. _._.___._._ ._ . _ _�_ _ . _ . T _,. . _ __ _ _11_ 11 _. _ .I cu • o I ! I ' I i I 11 I I �' o c :<.:, . 1111 : . :::::: ::::.;.:.<::> I I I I I I I I I I ( ni'� .hik • •' (TYP) I I 1 I I I I I I �, , ; i I I t 1 I #5 8 W/1 I I - - - � � -1 -t f- -1 - - �I I S-103 IHDWLS It ! I _ I I 1 T I I i I I I I ..�- 10 • I j 1 I I i I 1 1 1 I ,� io r :1111- ! I I I ' 1 I ' ' I EI ::. :11:::11:::::::1111... I I ! 1 I i I I I 1 I #5@l2" 12,E S � I � 1 1 I i I i I I II I ' SECTION A PARI I I I 1 I I 1 I I I 1 I I I I �- SCALE: NTS _ I I 1111 - - ' - - � - - ! 1 i I I I I 1 - -i -- - ------ ------ - --- • - ----- -------- ----- --- ---- . - --- - -- - -- - I I 1 I I U I II I V A :: I j I I I I I I 1 • C I 0 . —. _._._ .401-�•.•�i•.•F�441 4 4#i 41-11 ■ .F�--i-#.: E F�FF f..♦�■.•FE FF�ti-ice.♦i�.i--t. - i i i i��ice.Nom.■i■F�104.- .F it t.-��.-ii��..i.•..�-. 1fi i�i•�i* f�i•i. .F�f�i Ei. ■. .I■�!•.1 11 11 11 11 ■ . . _11. ■.MI.■ . 1 1. 1 . .■ 11 11 . . 11 11�). . .■ 11 11 11 11 ■■ ■ j- 100-5-032 i I I I r I o rr I TYP a CP) I I ( } S-148 1 1 N I I I o MATCHLE CONTINUED N i 1 I 1 1 I.1. .0.DPROpec,„_ a f hi 1111".] 4 . 44 4 0803 5P : r'e _ ii: 44"...1.* 4-- *41,99 �p 2 2, �!" 2'-2" 2'-0" 15'_0" 2'-6" 10'-0" 4'-6" 2'-0" 41-11" 6'-0" 41-1" 2'-0" 41-1" 6'-0" 41-11" 2'-0" f. 'Q +.1 r +.. 10, -..• N. as 1► is r. r ► • .� Ir. .q ►•-s Ow iu► vie ■11►i".t so , P•. r r.• F FO LO EXPRES:12-31-05 o SUBMITTED SCALE WARNING BY r 0 X 1 DESIGNED C LEE c. STRUCTURAL SHEET: OF (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY INFLUENT PUMP TON DWG: 100-S-020 _ H 1�_0�� IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH: C1eanWat ' Services PHASE 4 EXPANSION WET WELL VIEWING ROOM o NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is clear. PARTIAL PLAN 4 DATE: 11-APR-2005 REV DATE BY DESCRIPTION THEN NOT DTO SCALE S CHECKED M FORDHAM ARCHITECTS ASSOCIATIVE INC (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 a@ OUTSIDE 0 0 0 0 FACE OF WALL 0 o I 37'-2" 17'-0" I 17'-0" 3T-2" 0 r j i ~`jam j /► ,+f ►ji ~'` �, Q © STAIR NO 1 9'-10" 7'-2" I 2'-0" 14'_0„ 2'-0" 14'-0" �'-0" 14'-0" 2'-0" r.. .• .• . ►. .. I . -. ... .. . ) , .. N © I (TYP) SEE 100-S-057 I I j S-144 ! r"ii SIM I I e la- ! I a NO LADDER S • 16 o c ! ! SEGMENTAL REINTAINING WALL 1 PREFORMED JOINT d r FILLER BETWEEN I E -� © ! [ J]I = u� v� I SEE SHEET 100-S-104 .�; N BLDG WALL AND j o I °o °o °o I PARTIAL j PARTIAL o SEGMENTAL WALL(TYP) 6" j ! r i FOR ADD'L r r : j 1" PREFORMED JOINT FILLER 100-S-0251100-S-022 PLAN 4 • PLAN 1 ...I .. ! REBAR S n48 -. . .MATCHLINE BETWEEN BLDG WALL AND : 1 I i r t : SEGMENTAL RETAINING WALL(TYP) PARTIAL I PARTIAL• • 1 - 1 I I .4 1 PLAN 3 : PLAN 2 , „„,„. , :., -.....„:. 100-S-0241100-S-023 fr.1 I lam/ I j .;::.:: 1 I W w y r ' ....... ..._ _, ._ __. , LJ , I =I I I 1 I I I I I ' I I I- I I I1. f l 4 _ _ !- _ _ i I I I ; I I 2 �, _ L__•s•::::::5::::z:c:::z::z::ssss I 111 I � i I I I I I o SEGMENTAL REINTAINING j I I 1i, I I I i I I I I I I I o 6 WALL SEE CIVIL DWGS FOR I I I I I cf) I I 1 I I DETAILS (TYP) I II I ' I ! I I I I I I b I I NO • I II i I ' I ' I I' I I S-137 WSTP OR I - II .w�i I I I ! I I I SEALANT i t F - I I s..,I I 4 I 1 ,' I 11 L.J 1 1 I I 1 I I S-191 I I 100-5-036 1 --- - •- 11 I I I I I I I I I ... II I I I j 1 I I Ao* I ! I1 1 E—:0 —i 1 ! II • I L.1 :I 1 1 I I I - ` J. -L 14 1 - - - r = PIPE SUPPORT SEE SHEET I . I I I I / - 201 ,r I / ,� / o co ( 100-M-038 & 100-M-039 I i 10 I (TYP 1 Joo6)1 V -I i I I \� I - -- I Vol I ----i ' (TYP) I I i - I I I (TYP) S-148 I PRECAST GONG ,. , s' WAINSCOT PANEL I , , ! I 104 I I 15-512A 5-516 Ilik M I I I ICI\si r I J I IgI • 1..., ii , All ::.7 MATCH LINE A - - - I jI I - - I - - - - � — -— -—-—- ---■-■---■-■---■-s----■'--■ -■�I n1�i'►N� �-■-■•�-■-■-�-■-�-w-�-■♦•�••�-��-••�a �=i•a•�r•�ET�•p.m-ow.i-f-�•s-■ �-■-• � ♦-■ •■�i.a-�•■-■i-■■ ■ ■-t�■-a.r�r ■-�■-�-■-■-�-■-■-� tom-■-■�-■i� ............ ... "T 100-S-032 104 1 �--� - - - -• ■ 11■11 j . - . 0,1 ,/ I ill Ki )El) I � I ' ill i � I ��: I I l I (TYP 16) I in , + Fin i , 0„ i I I I 1 , I i I 202 ..:. �, 100-5-033 j I 1 I • i_ I I 100-5-200 / \ jI -PRECASTCONC N : I / -- - — _ii- • — — ! WAINSCOT PANEL ti. a I C"'1 I 1 � I ,, - - II STAIR NO 3 I ! I !1'� 1 I I I (TYP) S-191 I ' 1 I II 6 o SEE 100-S-060 I j I I I I 10 I I I I I I I j1 STAIR NO 2 c r - (OPP HAND) 1 I j I I -1— 10 I —I- I j. / SEE 100-S-060 �, 1 I �,� I I �/1 il i ://///i7"0 ..; ,/,'%/./17/7/ iI i 0-- 1 ' i ' t 1 ;;; ',/:' ;,e, //.- 'c I I %�% TficP el --.1-.— ..-.__ _ .___ . _F.9._. _. _ .4._.j _ ..7.:. _-_.r----_: r A 6 - - ____-__ _m_i__r-- ---- -E---::: _ :. At � I I 1 - - -+Ili 1 I I 1 I I I T I I I I I �f I � 1 _ft"�.. I .I� ai 100-S-034 - -' '� I 1 TYp 2 I I ! I I 1 I I I — 1 I r' I I I i (TYP 2) I I I I I I I I I I = 1 I . I I I I I I I I 111 I I I I I I I 1 1 I II FOR ENTRANCE ESLAB u b -` j 1 I ; I I 1 1 203 ! I I I I I I I 1 ! I 1 1 I I 1 1 I II MAT(TYP) r ° I I I I I I it I 1 1 1 I I I HH II g N I I I i I 1 �aa-S-too I 1 I I I j t 1 I I o I . I ' 1 I- -I- - - - + I I I - - � - - - � I 1 1 1 1• ! I1 I I 1 ! 1 :. '.1� ' 1 1 100-S-035 I I I ::.:� L.1 I I I 1 I (... I 1 I - - ::I II., - -L 'II - - - -1 - - - -I - - - -1 I - -- - 1 - - .. I - - - I I - - -1 - - - - -NMI j ' 0 _1_._..1 ••■■••MINIIMO 0••■■0 OMMIN a OMR=a MI■ a M■•=1 0•■■= I•■• NA....NW I ...., ..,,, I k '''''' '' a "1 i t ■ 1 P . ri r - . '. II x:- - . i .. ,...:„.. 1 I y C***�� x(11 TYP �'I F ♦�i�i♦iiiiiii :. �, / 5-124 I PRECAST CONCRETE WAINSCOT PANEL K. .: � ��`:i �. I 0 1 E AND CMU VENEER SEE ARCH'L DWGS I I I I ! :: ' I-;- v� PER SHEET 100-A-001 & 100-A-002 (TYP) I I I ; I ' .:::::.,;:1 j ' I ; i I 4....w' 'a 1 t-- •�'� _ ___`-,, __� __ _ ; 7'—t— ; NO WSTP -o _..r= .- --- - ---- - -_--- - S-137 .....00■ I I i 1 1 OR SEALANT I 213 -I- •�- I a. ! 100-S-202 ! ! ! ! ,D PRare i ! PRECAST CONC I I �� on* Nor 1 I WAINSCOT PANEL! j '�v �� s"� . .5.i i 221-0" + 201-0" ` i 124 4 201-0" ,. 221-0" .•-I '� 0 8 0 3 5 PE r"'' w- it I I - .A,,,�,,,,~► f j 108'-4" j kt =MON #.\\)%. ...• p 22,1 �!. ' 0 0 0 0 0 �F FORo 0 EXPRES:12-31-05 �o SCALE WARNING SUBMITTED BY . 0 X 1 DESIGNED C LEE ----ft,� STRUCTURAL SHEET: OF r DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-021 z° 3 R= 1'-0" ( (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: o IF MEASURE ES DRAWN T MA Clean Iater Services PHASE 4 EXPANSION GROUND FLOOR PLAN THEN DRAWING IS SQUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. AT EL 132.00 DATE: 11-APR-2005 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 \ 0 0 t 17'-O" 37 37'-2" 5r_0rr 20'_O" 12'-2" 0 E21 I co 0 0 1'_0" 4r_O" 3'_O" 17'_O" o.. c., th r I �� a. ,_ i .0 cr, I' a = ° PARTIAL PARTIAL N i I °o • • •' PLAN 4 PLAN 2 .. I I o I I PRECAST CONC I I / WAINSCOTPANEL I I I I a --I I I I ° ; W16 TYP ' MATCHLINE CONTINUED I i I (TYP) 'f ON SHEET 100-5-023 I- `F i ` I '- -g F ! I '� _ i � .. . PARTIAL . . . o PLAN 3 r 1 II .. r /1.-- - .-.-. - . -.- -.-. I I 1 I A ■■_•■ ■•t•■■ ■• •■ ( ■ ■ t•■■ r•■• •■ ■■ •■ ■■ ■• •■ •■_■ r•■■ ■ •■t•■• ■• •■ •• 1 ■■ •■t•■■ ■■ ■• •■_■•_•■_ ■•_■• •■ r• •■ ti '■t••■t•■■t•■r ■ •t••• ■■ i•■ tfr!■•t•■■ ■•-�-• .■•■._-- - —-—- -—- E I I 1 I I «)00 N Jii32 I I / 2'-0" I I , c� D 11...........A I I ; ';;' l r I , S 516 I = . - - --- — -- •—-—- — - W I I 1 I S-512A v i i I ! °B I -1 I (TYP} 5-191 I I IT1I ; I : a- r rr 100-S-033 I C) I • LL- �' SS L3X3X1/4X12-0 LONG ■ I I I ! I I °' W/WELDED STUDS CAST I I I I b IN CONCRETE FOR v .I I I ' I DETAIL NOT SHOWN SEE 5-502 I \, o n- • • I L i Lrj : I -\ "' � iliz_._. _ . _ ._ - © c? EL 132.00 ` I - - - - 1 _ r - c° r GO A • ' A • 0 _ __ ___ _ ___ .._ Cki_ _ _ ......1= OPENING THROUGH WALL I I I Q I S-190 °FOR TRANSFER GRILL SEE I 12" CMU WALL I ,,'� i I 11_6" _ -�- ° • D ° • D �p I Sr_Srr I r MECH'L DWGS e I ° ''I.. eliir I I � ADDITIONAL I 2'-O" (TYP) i � i= MEM 0 I I � r � or �� rfo r rr rr rr I f/ _ I #6X2-6 @16 (6 EMBED) I I r = > o 400 I W/ADHESIVE ANCHORING I ! / / SEE 5/100-S-047 p _ a z SYSTEM BETWEEN CMU • _ , _ • �r l 1 I / a FOR REINF r N d- :10 & CONCRETE INTERFACE 8 0 4 fi , ° °cn X a � I co . b. • O w I i I ./ y 6!) ° °•04 X° 1 p I I ' j EL o ii _ — - - - __ _ _ _ _ 1 _ /�/,_! co o ° Fri re— Arri A IV Aba-1-1.!= -r- 1 .:--- 5-'70;1—- - —-———-—— I i _I I I I L. J ilk ......iik o. 100-S-034 g I I I I I i I I PREFORMED cri I I 1 I I I 1 I S-402 i l l I i I I l I l I i i I I I JOINT FILLER SECTION 22A 6 I ' I 12" CMU WALL I I I I I I I I I S-516 I I I RECESS IN CONCRETE SCALE: 1 ��=��-an = I ! 1 I I i I I i I I I I FOR ENTRACE MAT 100-S-022 5 I I I I I I _ 1 I RE OVABLE I I I I I I I SEE ARCH DWG 1 aQ-S-035 11 I I I I S 90 RAILING I I I I I I I 100-A-003 FOR DETAIL �, I I I I I I I 1 i I I o I II 22A ° F: z r rJ r rr r rr r rr I I r I I II �y 1a-4 I s- 5'-2" I -o I I I -\r i 65 I 100-S-022 , „ , „ #4T I E 0@ 12" (TYP) a.� I i I I l i I I I I I I I �, It I I I l I I I I I I 11 1 -Q 2-Q i I � I SS L3X3X1/4 '-Q2-#6 CONT ::.':ca LI. D I I I I l I i I I I I I I 11 WELDED STUCAST Ei 1 ! 1 i I I I I I I I I IN CONCRETE C\r r 1'-2" BRIDGE CRANE il ca u) I illillij J al li 100-5-035 I I I I I I I 11 PIER SEE 204 ON SHEET - ■ I tt I I 1 1'-0" I 12'-0" i I I l I I I 11 N 100-S-200 FOR DETAIL 11 I .. 1. 1 I Li _ _ _ _ I I I I i– 1 CI I Ji _I 1 Li — I-- —-- - I: ' p T i MIN II . . II MI i . V iiii) a i0 : JL -- -•----.. . . .. _ . .—L . -- - . . ---- -_ .._. . --- - • - - - - -- o W I • C3 I 5 0 CNI ! ' i - -4 Z I I 1 CO Ct� . i 22 B 249 CONT cc' Z O __ I I 1 _ _ 22 ! PRECAST CONGRETE WAINSGOT #6@12"W/ -.� 00 S 0 #5 @10 CONT .y 0 ('� --_-__- `` U - I PANEL& CMU VENEER SEE ARCH'L DOWEL CONT 0 . — 1'-0" SHEET 100-A-001 & 100-A-002 (TYP) (TYP) W w .. ;;: 1 . SECTION 22B •� z w ' ! ! SCALE: 1"=1'-0" 100-S-022 ■ i J = ! I oDPRof-6,,, D U Z . � y#a Ins+# 6 F- Q ( 4'-O"rr r rr 6'-p" 14'-7" ! 0$Q E r'''II. j, it 2 i'� . i 4-0 1 -0 I ' I PARTIAL PLAN 1 ..,\\ - - ------::_ - .._:- --All- - - .. I SCALE: X " = 1r_Orr 49 1y 22 \c) 4 8r_je —7R_3rr 2r_Orr 7'-2" '-6" 6'-4" 1'-fi 5'-8 1/2 " 1'-6' 10'_3rr 2•_2" . '�e FoO IL) EXPIRES:12-31-05 ti SCALE WARNING C LEE SUBMITTED BY �� SHEET: OF cv) STRUCTURAL T.- 0 X 1 DESIGNED � INFLUENT FLU ENT PUMP STATION ° AS NOTED ' . I (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: �` DURHAM FACILITY DWG: .100-S-022 z IF THIS BAR DOES DRAWN T MA �lean�ate� Services PHASE 4 EXPANSION GROUND FLOOR � NOT MEASURE ? SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is clear. PARTIAL PLAN 1 DATE: 11-APR-2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 0 0 0 17t_O" 371.211 I21.0" 141_0" I 21_0" 141_0" 21-0" 141-0" 11-6" 16" - -m ..-- . .... 0 I I SEGMENT RETAINING & I I WALL SEE CIVIL DWGS I Q o)I I -M M i i I O O ADDITIONAL WALL rn = o o ; HORIZONTAL REBAR rip. ti: ° ---° —° H , #8 @12"ALTERNATING I 1 I WITH REGULAR REBAR PARTIAL ' ' " i IT ° L!:. _ - - �� 6" SPACING TYP — ------- --}-- - -- PLAN 4 ►0 Er-f i -I 1 A/A 1 III 1 r _ - - - f -1 r -I I J ; i 7 2 I I I I I i I tV ! I i I I I I a o I i I I I I -moll 81-0" (TYP) .•I I PARTIAL PARTIAL E MATCHLINE CONTINUED . I I j I I I I II PLAN 3 PLAN 1 ON N SHEET 100-S-025 t I I I I I I I I I I "1-- I I I i I I II C° -' !_ _ J 1 I I I I i II I ©i I --- I I I I : I i I I EN _ -� I I I I I I II I I I i I I I I I I I : I I S I I I j I I I I -.1- I I I I i I I I I I co i I I I I I I I ccv c° I I I I I I I I ! I I j PRECAST CONCRETE WAINSCOT i I I 1 I I I I : PANEL& CMU VENEER SEE ARCH'L I I i I I I I I SHEET 100-A-001 & 100-A-002 (TYP) i ) I I I I I I I I t I I I I I 1 I I I I i I I I I (TYP) 5-191 i I I i I I WITH FALL j i I I I I PREVENTION I I F 1 I I ( SYSTEM I I 100-S-036 2 1 I I I I 1 c° I I I i I I I i TYP Eo -� I 1 I I I I I (TYP) S-190 ! I I ! I I I I i I I I I I I I I I I : I I I : I I _ T ! I I : j I I I I I I a - - I - - - I I 41- - - - - -------- - - --- - - N - - v T I�1 i I I t_ l J- c,) i / i I ./// ► s N - �D T; 0 I I _ Co #6X2'-6" @ 16" (6" EMBED) I 3'-4t1 6'-6" 1 8'-4" I r r•- , _ �, t— O Co W/ADHESIVE ANCHORING I pA I Q. I / ° ° to o SYSTEM BETWEEN CMU r i RECESS I e co I 1 N CONCRETE cn & CONCRETE INTERFACE I 1 — FOR ENTRANCE MAT a cn .�- I I SEE ARCH DWG FOR DETAIL� 1 I FP' = 1 ------- •— I -- -- ------- - - - --- - - - -- - - - - --- - - - -- - - -----• -- - -- - - -- - - - - -- ----- - I - / co T 0 ° i I -f 0 I I - - - - - - - - - - -- -- - - - -- -- - V l �, I I . I I I I I a i J i REMOVABLE : 7 - 1 '�' I ' I I RAILING I ° I t :C I I I I TYPE 2 S_901 I _ 1 I i 5f_Olf u. El I I I I I —, _ I I (TYP) i I (TYP) I >,. I _ Co En 0 - ( ) 5-191 I S-516 i o'. ° I 81.011 4111 • .' I W16 (TYP) c° _,,,, 1.- --cc-) „�, I- I I `i 1 I_ I i OA ta' 1 I I r v a FA—I I I 1 I -.—� , ■► ■■ ■■ ■ ■I ■■ ■■ ■ 1 ■ tr�afi tF-F t�•a.■.�•■.try■-■-tt�-a-■•i-■••f�-■ -+-1 ai-a i +-■ -■■/ ■■-f i -r r F■- ■-o- ..■-■. -■-■.ar■-■-a. -a-■ i .a r-1 -a as-■a a a+- /ft■ ■■-ate■-F tff■. f■-aE s-■- ■- -■.■-a -►-l ■-1• -■, -■ ■a- r—-—-—-— -—-—- — I I • ♦ . a) N 00-s-032 1 I 1:5) 6,........1 I I d- 1I '., N I �= I C 019: I , To I I I I (TYP) I I s-516 MATCHLINE CONTINUED 5-, I I I I i ,. 1 0 ON SHEET 100-S-022 A \ ii) El I W $ is % % 44 T I U J 1, —1 PROF^Q Q a 0_ 0 •S 1.0. •IN. `Wi cz o t 08.03,5P'E r LL- �,,..,,, , ai 1 1-6" ty(0" I 1 tf v 4.11] 31-0" . .. 17-0 .- "` ''— PRECAST CONC 4' 4.1f 22,\ �" WAINSCOT PANEL '�4 �, EORO�I+� 1' ' 41_011 201_011 111_211 11_0" ��f► _.. .• .. IV. . N. .. rte) EXPRES:12-31-05 If) SCALE WARNING SUBMITTED BY to 0 1 DESIGNED C LEE STRUCTURAL SHEET: OF r _ I - I (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-023 o 1'- 1/-Q" IF NOT MEASUREES DRAWN T MA IN ASSOCIATION WITH: CleanWat er Servi ces PHASE 4 EXPANSION GROUND FLOOR 0 THEN DRAWING IS SQUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is cleat. PARTIAL PLAN 2 DATE: 11-APR-2005 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 0 0 37'-2" 17'-0" 1'-6" 12'-2" 20'_0" 5'-0" I I pi. . .0 ► i . [c%I_ '-- I I G I E'0611 O 1,-Q ► I .� E'0601 0 J cn , a I 00 ( Q I �1 j r• I -.-r � C� A -A „-- % PARTIAL PARTIAL N I j I I I PLAN 4 PLAN 2 VI W16 (TYP} I I I I 5 I I I Q. ' I I I 1 o f 1 PRECAST CONC I I WAINSCOT PANEL I / r0 , ;.° . ! ii I IL � t �0��r rr w,-r r r air rr - iwtr-r-r-r�I -r 1 i r.m r•- r ri•rn rr warr ruff rr wr r=r ru.-r-r.w-rr-r-r-r -r.—r• .1 i it r•r 7y wy r irrr r dr row rr.wr-re-rri s-r wir ry-rtw-r-o_ -rim i-rum-r•urn•all•rum r–wary•um■. 1■ ■1'r•r I■r—r• r r ■r r r ■r E 100-S-032 r �' . I _ l .� Ai 0 w 1 01 u) I • .. ., 0 .;_:;........ w 1 \ s` I (TYP) s-191 1 1 MATCHLINE CONTINUED , ______. , ► I ° I I I I ••I• ON SHEET 100-S-025 c' Y ! I I P I .t I u7 U J I I I I I B a ao ' U j •. .j l .......t 100-S-033 io 16 : I I I I ■ T I ! I I I I a . 1 A / 1 . 1 --- �,,., ---, a �i �r� • I I / I L I 1 N 1 I I I ` l t I 1 7.... l I 10' 1 -...-- I I II I \ I I I j I I I I 1 OPENING THROUGH WALL I I j j \ •, I I I FOR TRANSFER GRILL SEE ° (TYP) S-516 5-5 12A \ I I I I I I I 1 I I MECH'L DWGS i.0 r I 7 8'_0" 4'_6" -.i•- • • •• #6X2'-6" @ 16" (6" EMBED) f REMOVABLE W/ADHESIVE ANCHORING +1 SYSTEM BETWEEN CMU I TYPE 2 S-901 2 & CONCRETE INTERFACE ` �' T 0 i I C 1 I /. I 1 I „v. Aid i 4-1 FL-7-2r= 74___4__ _._0.,_ .. _i___1.._t__ . ___ ,_ _.. _ ___ _id= — -c.' V ,W A I =unistor A I__ _ _J i I I I I r f ........± )ii- JO31 I I I I I I I I I i t S-402 - s a c 1 1 5-191 1 I 1 I I I I I I I 1 1 I 1 I I I 1 I ! 1 I 1 1 i 1 I I I I 1 I I I I I 11 .la- c j I I 1 I I I j ( I I I ! I I I I I I I I I I I ( . -6 o I I 1 I I I I I o I:- I I I a T I 1 I I I I le ' 1 I I I I I I I I I'� I I 22'-0" I I I 20'-0" I I 1 1:14 ► "'' 1 I "' I i I L. ,. I 1 j I '~ I I I . 100-S-035 I 14'-7" , I I 1'-0" 4'-0" I I I o o -•f� 1 ,I.,.,,,,,, 8'-0" 1 .- I 1 11 I I I 1 I - [ I I 1 1 1 1 L ' _ 1 I I I I I ---11- 1 J 1 I I t L J I J.... F. a, ,., g (I), -.—' -.- --------- -- ----- ------- ----------------*-, ----- ----..------ ' -- - - -4 Li' 7-1- 3 a j I I H ' I I I V MATCHLINE CONTINUED a PRECAST CONCRETE WAINSCOT : j I I ON SHEET 100-S-022 PANEL& CMU VENEER SEE ARCH'L I I I °' SHEET 100-A-001 & 100-A-002 (TYP) ' I / 3 22B I ' ' I i 100-S-023 ! ! >;}` I i I " I ' 1 I 4A4D P RWe Ea 1 I I I C ' 08035PE I""' i a I I ;# ,, e f . _ k =MOON 1' 1 _.._. �.._.._.._. .— . .._.._..--- -- •"1 �� 22$ ' i 4-FFOC°� 2� 2" 10'-3" 1'-6" 51_91. 1'-s" 6'-4" 111 7'-2" r. 2'-O"i�... 71-3" r .-- 1'-6" 6'-6" 1 -6"ii.ti _ V EXPRES:12-31-05 o SCALE WARNING SUBMITTED BY 0 1 DESIGNED C LEE ��,. STRUCTURAL SHEET OF ° ( I (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-024 Z - " IF THIS BAR DOES IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION GROUND FLUOR Y - 1 0 DRAWN T MA o NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. DATE: 11-APR-2005 REV DATE BY DESCRIPTION T NOT TO CIALE S CHECKED M FORDHAM ' ARCHITECTS ASSOCIATIVE INC PARTIAL PLAN 3 (COMPANY OFFICERS NAME) LICENSE NO. DATE PROJECT NO.: 4969 N. r� r ADDITIONAL WALL 0 C HORIZONTAL REBAR ' #8@12"ALTERNATING ' 37'-2" o J o • 9'-4" o . 7'-8" I WITH REGULAR REBAR U, @ 6" SPACING (TYP) j 2'_6" r 341_8" j 7'-10" r j 8'-0" j 2'-8" 2'_0" rrz a° \Hifi,. 14'-0" 2'-6" 1'-a" --� ,� :71 �, I 1.._ 8" .- t =1 1 -0 c�a '- " TYP S-5o 1 (TYP) S-144 ! ! ! N ATC H L I N E CONTINUED - - PARTIAL so ( ) }j N..._ a 0 N SHEET 100-5-023 PLAN 2 .: . ..i I I t j j !O II • 4 , . ... N i ... „ I I I- 1 - - - r - .�- 1 PARTIAL PARTIAL ' I I I - � - - - - - - - - -- j-- �,=„� I • - - - - _1 :( I I 1 PLAN3 PLAN1 .CMS. E I I I E 00 I I _ I et- I . ' I I 100-S-025 CD i I I ._�_ I I i ! ! ! " . - - - -1 I -� t -� : I I I PROVIDE _ t I I L ADDITIONAL I 1 ! ! ! bo• I 5-#8 T&B @12" 1 1 I I 1 N T I I CENTER @ PIPE ! f I I PRECAST CONC j I SUPPORTS (TYP) I I j j j j I I WAINSCOT PANEL I I I I i I I I I ' I I I I I 1 ` 8,. ♦ 2._8.. ` I I I I ! I I I I �- o ! I Ma I I I ! I t o I i 1 I I SEGMENTAL RETAINING ! I I I ! I I I I I 1 WALL SEE 100-S-021 I I I i j I I #5 @ 12" W/ DOWEL #5 @ 12" DOWEL I I I ! I- ! I I INTO ENDS (TYP) I I-. \..1 1 J. j tj I I I ..a- - - I I I I - I I PIPE SUPPORT SEE I ! mil' ! I I i • 1 :E:. I EL 1320I 1 ao-s-a3fi I . ;I( _ I I i , ., I c� I I . co : I S-144 Eo I I I 6" { ' I 8'-0" COLUMN SEE ! 7'-2" I t ADDITIONAL 346 @ fi c� ' (TYP) ` 100-5-300 I'" I • I III I I DOWEL INTO END WALL CY) I I ( ) I I III M I I ' I I I � I SEE DETAIL 6/ 100-S-048 I r ' FOR SLAB & BEAM REINF 1. of -—- —-—--- -- --F•_-_-7- ' L I I _ _ _ (TYP)L _I 1 S I ENV I r I $4-1 I 1�_Q�, 2,_fi„ I / , N _ I I SECTION 25A r - k' a o- I ADDITIONAL WALL I I ` I #6X2'-6" @ 16" (6" EMBED) SCALE: %"= 1'-0" 100-S-025 070 o r 2'-10" 31_6" 121.8" 3,.4.� i E I HORIZONTAL REBAR I I ° - a ►,-..� r•-� I W/ADHESIVE ANCHORING ■ a t- I #8 rx 12"ALTERNATING S-191 1 _Q I I I I I SYSTEM BETWEEN CMU -v WITH REGULAR REBAR & CONCRETE INTERFACE N 1 I @ 6" SPACING (TYP) I I I I a f : 1 I I I I I a ( I I I I . .- —— -4---I——-—-—-- -——- —-——- — -—-—-—-—-——-----—-—-—-—-—-— -—-—-—-—-—-—-4 — ----—- —- — - — -—-—-—-—-—-—-— -—-—-— 0 I N i _._._._._._ ._._4:i : 1 I I a ! .. I REMOVABLE I I ! I I I : -- j ; RAILING j I I I ! 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FoRa ti EXPRES:12-31-05 o SCALE WARNING SUBMITTED BY "� 0 1 DESIGNED C LEE `� STRUCTURAL SHEET: OF T \\ INFLUENT PUMP STATION ° � (PROJECT MANAGER'S NAME) LICENSE N0. DATE ♦� DURHAM FACILITY DWG: �oa-�..►'-025 Z AS NOTED IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH: C1eanWater Services PHASE 4 EXPANSION GROUND FLOOR o NOT-' TEN MEASURE 1" IS SQUIER ASSOCIATES- ENSR INTERNATIONAL PARTIAL PLAN 4 DATE: 11-APR-2005 Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC / PROJECT NO.: 4969 \ 0 me • 0.1 c: Lo 1 00 6.. 0 ........t........._ 0 ..1,.. 2 B1M23t-°7":2" (NI IL.../ (TYP)003-0s-030 371-2" csi Nr g 51-4" . 41-6c'1) I I I I 71-2" 131-2". ,-, 14, 171-0" 111-6" jiii.1 1,, I' . ! 10'-8" ...-9.11.-**(0F I cv,),„.,:i. ,..0.. 121:0.: 1 .; co 21.,,,iL 1 .... 71-91,.. of) • 21-0" 9 co a. ,,..,:.::....:..,.....„.. 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Ei) 8 100-S-032 1 : . ...... \. 0 I 0 I El-,' t-I 1 I I co- 1 V 11............11 -I \ (TYP) S-144 : 0° I V ..../14. - 1 1 ! I I , ,1 . 1 EF. .E.) B ' 1 ft.) :: ;:k I --- I ri, E0 6 .t• ::::.::::::::,::-: I I .:,...,...„, ''i;-::::::!7 . . , E? ! I Ea 100-S-033 I to, I I 1 . Dr, , a I 11.......1 , 01, -1--i* -„-,- 1-1 ,„,, I : I - .. co - -i• ' 1 I ' ."/ T___ I g II 'S. C■1 - - - - I -- -- -- -- I r - 1 ' I METAL WALL PANELS AND ° I i..... I :T RA N SFER GRILL ___I -- ' 1 4._ ____...Z.L..- - I . CO . ED 0 I 1 OPENING SEE I 0° I TRANSLUCENT WINDOW N. !! : PANELS SEE ARCH'L DWG a I '\. I H00-10-016 FOR I 0 I. . METAL WALL PANELS AND 1 I . 0 I . ! 1111111111 ' 'LOCATION & SIZE ( I 100-A-001 AND 100-A-002 I A I I I 6i 2 ,-. TRANSLUCENT WINDOW 1 IN111111111 I 1P- N- PANELS SEE ARCH'L DWG I p I I W21X68 W/ ' I !ilium I ' I I I -6) 0.. 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It 011101001/ ,.\\,‘ i • • ' I I / Aft ilk- ' •Z■ir III. 0 0 0 0 ' e F 0 ittp in EXPRES:12-31-05 N- , it) 0 SCALE WARNING SUBMITTED BY cn - .,,,,, SHEET: OF ix) v- 0 X 1 DESIGNED C LEE W H IN ASSOCIATION WITH: "= STRUCTURAL (PROJECT MANAGER'S NAME) LICENSE NO. DATE 'A\ DURHAM FACILITY z x IF THIS BAR DOES DRAWN T MA ( ) ) CleanWater Services PHASE 4 EXPANSION INFLUENT PUMP STATION DWG: 100-S-026 -. o NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL Out commitment is clear. PLAN AT EL 15050 DATE: 11-APR-2005 ) THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC . PROJECT NO.: 000 0 0 37'-2" 9'- I" 7'-2" 17'-0" 37'-2" METAL DECK NOTES CONTINUATION: I ., . I.. I N. j ...I.. •. .. c� 4. 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EL 160.50 I I I • t...,. .-a--. ..-I--. ...a-. -•.- --- _. . _.._. a ( �" ) ..-- ---- -- . ._.. - •---- ---- ----------- -- ---- .._.. .. _.._. _ 1�i8X1•A1-----•-.I--- PARTIAL ( PARTIAL 1 = 0.292 IN "4 PER FT N rt I I '4 :• 1 I PRECAST CONCRETE PLAN 3 : PLAN 2 • Sp = 0.318 IN^3 PER FT -- -'--- ---'---'- -- - '---' j • r- - '__ L ,� CORNICE SEE ARCH 100-S-0301100-S-028 I I 1 11 ' T ' f I I I DWG 100-A-001 AND . Sn = 0.3271N^3 PER FT M . . AI +; • - - - ,-- . �-:�-1-�� -�� - :'� ----- I - ' ' - — I it tii lii. i�iil(i ri I w - - -u ( ! I I ` W 1 X 14 �l I 100-A-002 Z FASTENERS: W14X22 I 1 ' ROOF HIGH I 711• 3 1 , ' ,n I I 1 : POINT ! : = I I, �, _ UPPORTS - PATTERN WITH ; j ! i , I ! ; : EL 162.50 : i, : 1 ; 0 ,. WELDS .. co a I , I !r , .�i .- --- • --. - . .I I - Q E SIDELAP- 5 NO WELDS � I k- I , i-.r... -. . i �' • I I 2 E o " j 5' � � � II I 1 ! : :I L F I ! I „ ! I' 'M j I W14X22 ' ' I t I �,,. .r: �z . ----- ---- j•. -- - 14X22 W 14X2; - :' SLOPE`;I� ROOF LOW 4B. DORMER ROOF DECK 100-5-036 - �� __ —i i - - I 1 1 T �� ,• I is IF P '► : I !lir R+� r,,=�.� � : ; I 1 � EL 16150 1 22 GAGE ACCOUSTICAL METAL DECK, S *PE , An I PROPERTIES (Fy=33KS1}: �. I ,� i • . TOP OF SLAB( �� ' co co t- I CBX�x.50 I 1 ' I .t..- ' DRAINAGE CRICKETS 22 GAGES (1 4" DECK} ' . r a ► •� o i� EL 150.50 ■� ,IMF" C8X11.5+ 'r oo oo ..� in 1 ,.� , S s . I : I 0.169 IN A4 PER FT I , ► r X I : I ._r SEE ARCH'L DWGS _ • I �_ X X I I I =_ _ ; 12X141 - _ - --- ' 1 I - -- (TYP) Sp = 0.186 IN"3 PER FT o ! co 0o 'oo —■ , ' .�_ + .. '' - j I Sn = 0.192 IN^3 PER FT r -i r - i - 5• 1-i-. I i I =_ I -LI-- _-.. I : .� — : . I . — .-----.-- --- ----•- ---- -- I .� �.s - - - _._ . •---. -- ■� : _ er♦ — _ __ METAL DECK NOTES FASTERNERj a ETAL DECK ROOF t SUPP RTS - '3 PATTERN 1 DORMER ROOF I: , --- W12X16 1� _ 1 W12X16 L4X3X X LONG Eo ,� _ DECK (TYP) - - _ ------_---11 :-aik WITH PUDDLE WELDS o I - LEG VERT(TYP) i 1. AT ELEVATION 162.00 (BOUNDED BY SIDELAP- 1 -#10 PER SCREW c� _ ROOF HIGH I- r; GRIDLINE A-5 TO A-6 AND B-5 TO B-6) i 1 �� , �? QINT EL 155.501 ��, 12X16 I d' �, u� ' r• I - (� 4 VERCO B FORMLOCK LIGHT k ' En I �� 111 �� Q I� 5. ELEVATION VARIES,ALL oo _ _ X16 W12X16 I W16 TYP a WEIGHT CONCRETE METAL ROOF DECK BETWEEN W8X18 W12X16 F ;��;�:6;";� ` : , �. (TYP) 18 GAGE GALVANIZED VENTED •/ W8X10 111 . _ GRIDLINE LAND J - - • - --- ---•-------------� ---- 11� /r TYP = o o ► �l w SPAN = 7'-6"III 1 ,� (TYP) 111 1' �, DECK, MAXIMUM PA ) 111111 SAME ROOF DECK AS 4A - III W8X 8 I I o0 00 �� . �-- HSS 12X4 PROPERTIES:ioclIl��II 111 ` ' = "4 PER FT I W12X1 fi I ► I 0.302 IN (PITCHED ROOF DECK) - --- -- --------------------- --• �� - - - - - - � !�� - • --- -• - - ----• - --• ------ l o0 8X18 11 1 Sp = 0.322 IN"4 PER FT - -. -----------.- -�. - -; .-- ! ---- Q I= o LINE ' - " Sn = 0.335 IN A4 PER FT cs� LL-..- - T ..�.. .._.._ . .._. ._ .. _ . I�I ..�.. � .._.. ., �..y. .�........�. . � ....._. _....y �..�. CO a° a....a �:T r.. FASTERNERS . ,� � 100-S-032 iiMIL. I „ „"! 8X18 III W12X16 :�;_ 1 _ 4 - 1/2 PUDDLE WELD PER 36 SHEET PrAllikill 1 ;' 4 At `. B -- --- - W8 18 o o I� 1 111 8X18 IiIli" >C ELEVATION 1 .50 (BOUNDED BY �, :90 2. AT 60 O I.I oo •• W 12X1 fi I - - TO - . X00-S-033 GRIDLINE A-1 TO A-2-5 AND B 1 O B 2 5) _ _ y W12X16� al III W12X16 - $ _t _-__ _ ____- _._._ __-_-_-__ -_ — /- W8X18 - - - —�-� '� �i�, I -- ° 4"VERCOB FORMLOCK LIGHT N Io 0 0 W8X18WEIGHT CONCRETE METAL , r � r III 306 (TYP) (TYP) to ■'u� �X ��:.1 X Rj „ S-552 4 (16 GAGE GALVANIZED VENTED a HSS 12X4 11.1, `t•W12X16 = _ °�° 1;1100-5-301 °r° ••F-- © DECK, MAXIMUM SPAN = 6' 0") 150 DLH (TYP} _ T_ _ _ W12X16-- I:I — - a PROPERTIES co o , 1 �1� W12X16 ' u n . b o o ' 0 1_I o Id '��, a I = 0.377 IN A4 PER FT m 1111 r �) w - n�� 111 >C - �� X �, Sp - 0.411 IN A4 PER FT I a: 00 oo f �� 150 DLH JOIST TYP II f .. o W12X16 I�I Sn = 0.417 IN^4 PER FT 1 -*--- --'` _ - _---,----- _� — W 16 - 3/16 1 ) /(TYP) FASTERNERS •----- -- • - --------------- — - - - --- - • - - ---------- --- --- -------------- — — - - 3/16 •� L �,, r 1 III � III � 7- 1/2" PUDDLE WELD PER 36" SHEET.......—± 0 100-S-034 0 : -6” III 8'-6” I 8'-6" III ARR. d. i ' N Y, - :I STEEL JOIST BRIDENING 3. AT ELEVATION 155.50 (BOUNDED BY b 1-2 AS REQUIRED BY JOIST r cal co I toll) GRIDLINE B-2 TO B-5 AND G-2 TO G-5 �� `7 >‘--III X111 N>-.111 - MANUFACTURER (TYP) „ G-5) I I (11 , VIII I VIII II��I�` ��, 4 VERCO B FORMLOCK LIGHT E D 6,.....a II II �a I ' I I ��) WEIGHT CONCRETE METAL v 100-S-035 II >I II (16 GAGE GALVANIZED r-- ---- ---- - III-� I --- -__ ,04,=ii.52 -4 ____ _ EL 154 0 _� . -" ., VENTED DECK)0 -f� PROPERTIES _ I �I 1 I = 0.377 IN"4 PER FT I Q� � -• -� �� u � � i� � ��' ; 'SEE ARCH'L DWGS �I I (TYP) ( I (TYP} I _ INN C ------ -- -------- - - - -- _ - PRE-CAST CONCRETE co - � " 1 P) Sn 0 417 I PER FT v i :: .` lIIIIIItIIP' • • : ! CORNICE SLOPED WITH FASTERNERS ! I . 1 o ' --- --- ' ' : (TYP) i SEE ARCH DWG 100-A-101 1.1+ 1 CONCRETE END WALL 4 - 1/2" PUDDLE WELD PER 36" SHEET o co I t . ' S-563 a I j : ! I i ! 1 1 I AND 100-A-002 0 -.co� PRE-CAST CONCRETE I j_ __ _ L �. I _ I 1 CORNICE SLOPED WITH I I I I j I � SEE 100-S-202 I I (TYP) 311 CONCRETE END WALL I I I FOR ADDITIONAL. 2 SEE ARCH DWG 100-A-101 ! I ! ! I 1 I I ! . INFORMATION OF RIDGE ! 100-S-032 AND 100-A-002 I OF RIDGE 1 I I I I I I OD PRG .CO - I 1'_0" I 5._0" 5._0" I 7'-0" 7'_0.. ._0"" 5'_O" 111'-0" I -�, *Is. . • - Ao ` +I r I . '- �' ` �" i,. • , ' 4$ 4ti h; 18'-7" 1 1$'-7" 1 18'-7" ! 18'-T' . '.. 08035PE r' it i D.ice . I I ,/ /"'-,-, /..if 37'-2" I 17'-0" 17'-0" 37'-2" `' ,,=ow�,\� VS PR' .AN OW.' .411 r- - r 0 4 �f FORO 0 0 0 0 r- o SCALE WARNING SUBMITTED BY ti STRUCTURAL SHEET: OF r 0 1 DESIGNED C LEE o _ �► , (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: C1eanWatServices♦` DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-027 z 1 0 IF THIS BAR DOES DRAWN T MA PHASE 4 EXPANSION -o - 1" SUBMITTED BY SQUIERASSOCIATES- ENSR INTERNATIONAL our commitme cleat. ROOF PLAN DATE: 11-APR-2005 -) NOT MEASURE 1 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 V 0 0 • 17'-0" 37'-2" j I .8" j1. + rip Lo I 10 177 I 69 119 jl 0 , N #3 a@12" (TYP) I CENTER o ! #3 c@12"X3'-0' I o I o ! a I @ WALLS -' I DOWEL INTO I = a j I ! (TYP) o I WALL(TYP) I L......8J j o I I NO ROOF a i IL • A � r—�, DECK BELOW PARTIAL PARTIAL N PP S - - - - - : L :- - - - - I DORMER ROOF 1 I r- T 11 I PLAN 4 PLAN 2 ° I 5-1- r 'r -1 - - - 1 I 11 - - -1— 1 - - - - - �— _-� I W8 a co 5-1- E- 4 -1 - - -fl IT - - - -1- 1- 4 -I - - - - - . - - — z I -------------- •- - MATCHLINE CONTINUED J• I4 I.� — ; Ix r ON SHEET 1010-S-030 _._ Wi 2_ VY _ I Im- --- _5. ! ` I I 4 i'"? PARTIAL ' • ' ,/_ TH-I) aim IF 1 s " (TYP 4 PER OPN)E 100 032 �`.,.�' I j lobo °°CD co •• II )c' I I I ?2. 1MATCHLINE CONTINUED I i I W8 I • W12 W12 _ �. . -- -.—.—. - -- - --C- 100-S-201 ON SHEET 100-5-029 –— i - ! s : .-- I A in 1 T + ! I f I I 00 _ I I f imin ill III ARCH STEEL DECK OVER 1 1/2" j W8 I °° r I © I f �► >C _ ACCOUSTICAL STL DECK ' I I W8 (TYP) Effl ....... r �.■ I- -- ------ - - -- - - (V .,,,J 1 ' I 1 o '� k". ' W8 BELOW ! 100-S-033 I I 1 �.... . I . ; I I212I ''1 ) -- 1I I �, I I o I 8 . -- W12 I 1 WI2 . I 4 100-S-201 STL JOIST fr: it &E HT 1 -S-030 II' (TYP) W _ TOINT I SLOPE Z SLOPE -I ►100-5-301 ; � ; �HT M � I c�►OF -- /_ CMUWALL _. _ ._. � 1f' 'ii-- ----- - ------ --- - - - - - • ------- ------- -------- - - - - --) (TYP) ._ .+. ©- 8_582 �� 1 STL JOIST I ! I 1 -I : W16X36 I I 1 I — I : I SAW CUT JOINT I I I 6 LIGHT : COL(TYP) N I __F W8X18 SEE 100-S-030 I • I W12 I j W12 ., ~'— _— — — — t@ EDGE YP)I f öTyp -wEEN _ 00 S 2000 5-201 STL JOIST I��.� 1...� I STEEL JOIST IoXo - I - I 100-S-200 c� N I SLOPE �,- I� I 4" LIGHT WEIGHT III , S-552 k-- '1 41,CONCRETE WI-H i I iIIIIIIIIipii' W8X18 ill _ ACCOUSTICAL _(MI .- I STL DECK (TYP) 1 � I I TL :XC°1-1 III o I CO a ! N I a _ _ W12 1 W12 � _ �_ : i 12111 12E. i W8x!18 I� co I - 100-S-201 MWM : ► I r HSS 12X4X1/4 w I k- A I y III I III i i T' ` STL JOIST _ v I I 111 i t co X40-S-034 I I 11i i I 1 ! --. III I I ' 205 TYP \-- 3/16 I -- -.� _ W8 BELOW _- I JOIST BRIDGING <(TYP) ; STE W8X18 il I I I I AS REQUIRED 3/16 I [ S? T o 11 I I 4" LIGHT WEIGHT I STL JOIST I ' v� N I I NI!I CONCRETE WITH I VI . 'cp 1 1 III STEEL DECK I j j --�,,`� b it______1 if- o II 11 a II II NII I I II FL .......t I I I I I 6" LIGHT �' 209 I I L� �. I I I!I WEIGHT I I . - 100-S-201 "i 100-5-035 I I 11 CONCRETE I I I I -__ - I I ,11 a@ EDGE (TYP) I I , II II I °- 1 I I I I JOIST BRIDGING : Cg I I ,1� I I I AS REQUIRED I DORMER ROOF......._ y.T .,, _ y .j - `� ____ __.. _-III 1 .--c _ --Al \ 1 t .` !I I T 1 T. I .! -i. v 0 .. ___ i NI _ e . , ! 12" DOWEL ' I I LEDGER ANGLE S-555 I (TYP) '- I I I v) - -i II --------- -� -_- -----��i - 1=1 PRECAST CONCRETE SEE ARCH DWG 100-A-001 I T CORNICE OT SHOWN FOR TOP OF CONCRETE co v I 1 v� \ \ FOR CLARITY (TYP) PARAPET WALL(TYP) - \ I. 1111 I -§ ! SEE SHEET v) . I �PRQrr 03 . I 100-S-202 FOR cz'` a lm '�"� 0 to 45 I I DETAILS I 08035PE 1". hi ,,,, r^► i i _ . I I '\\)' lej i 4"EFole LC) EXPIRES:12-31-05 r- `o SCALE WARNING C LEE SUBMITTED BY '� SHEET OF STRUCTURAL t? 0 1 DESIGNED 1%r,/ I I (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-028 z "=1'-0" IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH: CleanWater Services ROOF PLAN o NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL ouf commitment is clear. PHASE 4 EXPANSION DATE: 11-APR-2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC PARTIAL PLAN 1 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 0 0 0 17'-0" 37'-2" . °o I 3'-4" 11'-4" I 8'-2" I 7'-3" I 7'-3" I 6'-9" I 7'-9" 1....; °' I I _00 I I N- O- 1 V) I gE (TYP)r u)6 i I I ( o I © " PARTIAL 6 Loi ; CORNICE 1 I S-562 S-560 I 1 -0► -I PLAN • ► r -I - re '- ' ` i1 ti I X I Cl) j CO _ _I 0° II = 0r° — ; PARTIAL PARTIAL MATCHLINE CONTINUED ; " �� _ ._._._._. _._ PLAN 3 PLAN 1 a ! . -.. - -- - - -- - - " 1 -----'------",'--- 1""1 __,-1.,__ ..... _ . _ . _._._. _ ...... ._ o_ /Al 4---.1-----, A 0 A110.4 A ON SHEET 100-S-031 --- — — 3._0�� /ii ; W12 ------------------------- I , E°' ° 12" DOWEL INTO j : = i : 6" THICK LIGHT WEIGHT WALL(TYP AROUND " 4 I -4-- ; ROOF PERIMETER} III _ _ -, _ -- ; CONCRETE a0 EDGE (TYP) � _ Z •144 . ........ .. ,1 " IN am Z _ ' 1 4" LIGHT WEIGHT :: .1.111111111011 I SKYLIGHT UNIT : I : CONCRETE WITH v - ---. .I I I SEE ARCH D I 1 ; i STL DECK , EZZEZ3MiME.-..—E.M22:=EMMZEZZ I 11 ! 4'-0" .t. 11'-11" ill 0 1 LADDER • '..- ;; _ I W12 .., .. _ - ----- - • - -- i •---- --- I • ---- •-Ni------ OF BEAM (TYP)_ • o i EL 150.50 SEE SPEC X;, I _ _________ ROOF LOW POINT EL 161.50 !i— 1 , iw w • 1 ' ___________L_-.__:__ _—.LI.-.—--- -- - i- - --- ----- . -----r-- - ------:-. ----- --- - - - -- - - - - --- ilc■-i I i ni ROOF HIH _ @12 (TYP) 1 = ; 1 N #> I POINT . 11 .t I EL 162.51? ... @ !C\111 a� _ ; 6" SLOPE - N 4 I � S J ' J i i �� = SKYLIGHT UNIT I _ :I = ; DRAINAGE CRICKETS < v �1 �� : I s- .. l _ _ 1111111k IUMMIS SEE ARCH'L DWGS FOR I DETAILS NOT SHOWN ...........± I I' $ I , . w 13 i (TYP) ;; '�Mr 6"THICK LIGHT WEIGHT 100-S-036 -, S-516 I I 1 ■ i I ;: i1 W12 ❑W_ ► I ; CONCRETE a0 EDGE (TYP) ' I �� .— I �_ _ _ _ _ _ : _ -�� -- - - - - - -p- -- -- --1--- _ _ ._ -------------- -- --- - - 1 t _' 1 - is rn Eo ! i 1 11 ‘ F—r."777""‘"trafr7":earlormrsrlor 144444/11.1r. ... . ..-_______ _ _ I 1/8"X3/4" SAW I I_ I I N N _ - _ I . I i ! W12 _ ARCH DECK CUT JOINT(TYP) LEDGER o v. _._- ��-I I F r- - - - ..I.- _ I I S-555 ANGLE (TYP) °o I ' I ' a I DORMER ROOF ° ° -� SEE SHEET 100-S-028 �• y I I _ FOR DETAILS co a.ED z "= /45M ► --- -- • -•-- - ------------------ -- - - ---- -- -- -_Oa 6" MIN THICK W12 _ j j . A A LIGHT WEIGHT = - I .csi •� CONC PAD _ - 'f `i` 'f y` ,,� ♦ I ` ,T o — — — -t _I-- 1 1 , "lie. "`- - -1 --- - ----------- -- -- ---- a - - —�.1- I•-- - - - - - w 1 AI , �� : 1 1 , - FPI 4 LIGHT WEIGHTONCRETE WITH w '� E - - i x'1'1' — _ _ _ — _ _ _ _ _ _ -_Z STEEL DECK SEE,SHEET 100-5-028 W8 co -1 I 1 _ 1 I I 1 A"-- FOR DETAILS NOT SHOWN -` - - I ri I - - -1- �- T -� - - - - - . -_-� -«�- o I�. i.. W 12 .r► .' ' .r �, Et �_ . ! ' � l�== _ - • - --- --- . . 0) 11 1 ` ,,, I j ct I _N I I ♦ I ; I W; A -..-..-II ..-..-..1 , .I.-..-..-..-.. WS TYP. ..... �■ 1 ...-.. . 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PARTIAL PLAN 2 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 0 0 37'-2" 17'_0" 0 •� ► I•• . I 2'-6" I CN L 6'_6" I NO ROOF BELOW © © i I ° ii)°o I DORMER ROOF I-i ! Ecn C °a L_JJ ! �i e- Q_ I _ _ fT 1- 1 1'- _ - - _ ....... '' M, f�� _ - -1 PARTIAL PARTIAL IT • -1 1 F- 1- 4,1 , • o I J _I_LL - - - - - -- - - L ' PLAN4 PLAN2 c I I I 1 I -1-1 1-14 - 1 1 1 1 ! J, J .J. 4 J J% J% J% J .� W2 W12_ •----1 i 1-.:-- — — — — --- I I �'"e iAl PAR TIAL ° 1 °is I 4:s) ** PLAN 1 I I -V) —-1 )A i . -i - .— N�ATCHLINE CL1.9Q; Q .1 i E .—._. .-._-..■•E..■-�•■-■- -s-■-�■-d_-rs-�■-w�-a•■ _-■a_■♦•■i■■-r�-■r r■-�■-a-_-a-a_-r•■-�- ■ ■ -■- -■-r_ •w -r ■_■ ■■ ■■ _■ .....t E r 1 t y • ARCH STEEL DECD I ' -- i OVER 1 1/2"ACCOI. STICAL W12 1 i I W12 _ —I-1 ■ A__. STEEL DECK - - - - - ---�— --- - --- ! •• f I co 4" LIGHT WEIGHT CONCRETE WITH o STEEL DEC m , 1 .IiI -t 111 il ' ` ADO-S-033 Q I I x I _ w 1 � 1 1/8" WIDE X 3/4" DEEP' ,c,, ! 1 _ _ _ i W12 I I W12 SAW CUT JOINT (TYP) _-_ I Z I w cc �'S d IiI (:') _ I- °° 1 , I ,_, i i w w I 0 - ' --------------- - ------•---- -, - -- - - liim ------ ------ - - ------.- --- --. ----- --." ._ ._ . _. ii 209 1.1"1•11111111r • . ii (TYP) S-562 ♦ I 100-S-201 I 1 N I I I I ii ! I I W12 I / I W12 1 STL JOIST TYP _ . _ . _ ._ .....,____ _........___ ___ _I : P. i . 100-S-200 : I ' j i ! N ■ T — I 205 GYP} i I I - Q 1 W 16X (TYP 4) --1 c° 1 ,00-s-200 I (TYP) 306 I + I ,c 208 i." 100-S-301 I i I 1' N - 1 •. I $ I I ;W8 100-S-201 a I 1- i - - W12 I ! I W12 - _ �`--.. - I ° Z -IN � - :1 0 0 ---,-' --- -- - •- ------ --- -- - ----- ------------O s g 1 I III I I I — ,� SLOPE I ca rel i I 111 1 1 I I -- — —.. W8 I � -.- III I I 1 1 �:-- : a 100-3-034 -- ! I I I I I I I I I i� I c u 1 I 1 I 1 1 1 I I c �I I 11 HSS 12X4X Y �,,, o • 6" LIGHT ►NEIL k-I CN _ W8 I k-- : CONCRE E @ i bGE I I k- I I - _ . 1 -� - I I (TYP) © c� 1 1 III I 1 co `�1 1 1 1 6" LIGHT WEIGHT 1 1 I D 11 1 N I CONCRETE @ EDG I l . ...t T< 76,cc 1 Do S-035 I I I I I CNI E 1 --• I I II I I I i €: I • i I1 II I i we. "'! ' I I 'MIN It 0 Plaqi. -—- —-—-—-—-— —-—-—-—-—-—-—-— - -—- - I I I —~ - - -- -- W I! �~ --- 1 - 100-S-201 1 -- lb (TOP) ' 100-S-201 �o - -1--_-_-_-- - _---_-_---____-I-_ T i �- - W8 BELOW . 1 1 -.....L.-_,2,_=,1.___.._1 I Z: 0! 1 t I IT-o LEGER I LU 1 209 Q. ANGLE S- 555 1 I — Zr; -- 'a 100-S-201 •g I PRECAST (TYP) H-. -1 �_ t l- - _ --� - --j I ■ ■ ICONCRETE ----n \ I CORNICE 1 ,i� I -o , Ire I sip PRO/6n_ o. NOTE: Z `� ®in, SEE SHEE 100-S-028 FOR DETAILS FOR PITCH ROOF _ y'�' +,� AND LIGHT WEIGHT CONCRETE ROOF NOT SHOWN = c . 08035PE ! U DORMER ROOF -f ^ it _-44d===3± t.t.. num= ,\\". 4C r 2. FFoiec U, EXPRES:12-31-05 r, in SCALE WARNING C LEE SUBMITTED BY ` STRUCTURAL SHEET: OF 0 X 1 DESIGNED � INFLUENT PUMP STATION 100-S-a30 I — + `�`� DURHAM FACILITY DWG: Z Y"= 1.-0" IF THIS BAR DOES T MA (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: - M DRAWN CleanWater Services PHASE 4 EXPANSION ROOF PLAN � NOT MEASURE 1 SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is cleat. PARTIAL PLAN 3 DATE: II-APR-2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 0 0 0 37'-2" 1T-0" Pr I -ve or 401 LO 6" _" 2'-0" 34'-8" 9'-10" 1' I-4"8" 6'-O" ' 8" MATCHLINE CONTINUED ON SHEET 100-S-029 i w 31_3„ 5-0" . 5'-2" 5'-2" 4'-11" 6'-2" 5'-O" . 5'-4" ct. PRECAST I 46 low '46 116. 411 No -.011 Ow -IN Pro -gal MP- 411 No I.411 ! prer, CONCRETE I (NI 1 0 0) 74-• SEE SHEET 160-S-028 i j CORNICE - i Ec71. FOR REINFOIICING DETAILS ,,,, ,,,9 Ecci:cf0:3] 1411i / - . - 41 PARTIAL ro c2) o c. t.o... - i fr. PLAN 2 0 "7, ----1 . i . _ _____ ____. ....._ _ . : . ..- ... ---- -! r [7 . . 1 , A Nj 1 1 T I • — I im r . I _ ___Ii. ab i. 1 .... i; .1. 1 ----- "°- --"--/C - -"1- tv) '- I I c8 I I I I '''-' E I I I 1 9 I I PARTIAL PARTIAL I f E:1! ......... I r , I I I -----T in ii iii I PLAN 3 PLAN 1 II I Fp A 1 W14 I :4? E :1 1 111, ., ., ., ., ,,, ., 1 i , 4. co E il I : is CD LEDGER is I u) 1 I 0 ANGLE is II I I it (TYP ALL S-555 :(\11:1111 VIM I I II I I AROUND) is I--- t -.-:=_-_-:::_.-.-.:,.._-.-.:.....:-r-7-7-:- :: . -11PTt7F J 4) i I I I (1/--- SKYL I G ■9 4 IT SEE A • H D , , .01011■0*• ON I I Il 1 4. PP:k RO9F IGH 111: SIM Wi I • -----/i: POINT i . b II ' ' S-501 CONC ! I II EL 160. 0 41-0" ;:i• I a :1 WALL - .41 .4. i I 1 1 .1 1 I 11.-I II ED v ::W14 44 W14 W141 W14 .1 1 1 I cn ! -0-I 1 ii r y t--- it------Ift (P . B 6 i i 1 ROOF LOW "Zs:: I 1 1 1 1 1 1 1 1 1 ____A A i E ! i POINT i 41 c..> 1 1 il i ri. EL 159.5 I 1 En :II •• 1 1 1 ALUM GRATING 11 I 1 t ' i i oa C8X11.5 II II I . i .1 11 (t = 1 X " ) S-501 2 , II k- II 1 1 TOP OF GRATING 1--- 6" LIGHT WEIGHT I Ma •, ii CONCRETE ' II I I 4" LIGHT WEIGHT li , ' , EL 155.50 co DRAINAGE CRICKET ,—..... CONCRETE WITH II • II 1 II C8X11.5 12" SLOPE STEEL DECK, li i ...±. 1 I sommilliiIIIIIIIIIIIiiimr I II ,. i. :: 1 ....... , , :: 100-S-036 II ><77:71: WEE II .... _..._AI -co II i 1 -mt.-a ii..........1 0 111111111/ ,. I I :I .11 mil mow • .' I I .=i almor• . I 1,1, --- 176" ...NW I I I . NNW '8 1 _ C8X11'5..._ e'.• I II 31: 1 -- 1 -1 L I -• 7-- 1- — r-— -t . ! :: i i ..411 II 0 I e.........F. .—E. IE lilt IIIWU MI--------MW 1N 4 I- c LiPt121.11 . 1 ' ---3 ::: .7. :7.:'...-- . 1--- ,r,--L......- me....... i 4—----------Id .. . _.., h t ! di .ar.r.r.r.r.r ii. 1 1 ' MM.• H LADDER 1 I : ro I $ . I SEE SPECS 1 r imil _ 0 8 _ _ = u) 0 i 0 ,.. u) LEDGER . CI. 13 ANGLE S-555 I 65 (TYP) •-- cl) i 111111111111 -16 i 1 H 1 CD I I 0 -4 . _ ._ ._. ■.. _._. _ , _ ._ . _. _._ ! I N = e 1 _ _____ _ I i W12 W12 SEE SHEET 100-S-028 c:) Q FOR REINFORCING DETAILS _ .r.- •••••••IN/MM. il•Val■•••a 1■1110 IMMO. ■■••■•=MM...■1. C i Llei ' ""' i - @ LIGHT WEIGHT CONCRETE T f T `I 1" Is II f -PI • Z ,,,, - ... S -441-- WITH STEEL DECK ROOF a) - -- I 1111 awl, 1 1 ill 6° —11111111111111111111111111, _I r r T 1 - - - o_ 150 DLH JOIST (TYP) t i s_i_ _ _ _ --i.. .-.. , 411_11_ "pill Ti ' 1 -1 - - - - co ii. 1111 1 Eci. W8X18 a 306 (TYP) ■ S - - - - Ws Ei) I ) 100-S-301 I ...., ,... I I I I s—i— r T 1 — — — 1 1 —•1-11 r' - ' - - -.1- 1 1 I . , , „ i r r —1 — — CD cl vv12— — — — ca 1.........11 ..." ../". ...e. 1 ".. '".."' " "".." - 3N12_ _ ____I 1 - i MATCHLINE CONTINUED cna) I ' t ON SHEET 100-S-030 --. 8X18 . . —... — 31 rosilb.. (4) I - ir • I. . inv. W8 (TYP) i c to 0) .) i s I a. I i 0 a' t- ! E 8X18 z ci. •• a. -- -i—ai i -4 W12 W12 (II 1 iii _ co z a) i i kt- I -0 °' .411 ° : c .0) ......... 2 i MIL i 4ir---L...............-----S MIll=No rawarms.almomminummumm ira... imm rim 1111111111111111111111111111/11•1111111 la . 11 II: ii. OD PRacer„,_ • CD 1 44.3 ips.I it 44;4* ...1 Lo. i a ck, . 08035PE r"*" . ..,:-. ... ,.. . hi DORMER ROOF 111 -1 4-11-1 •ve,:aueort—,,09.-90 I SEE SHEET 100-S-030 IL I f FOR SAW CUT JOINT - SEE SHEET 100-S-028 I IN ROOF (TYP) t- 4,1" 22 FOR DRAINAGE CRICKET tts. ' 0* LEVEL REINFORCING DETAIL -I E FOit° to EXPRES:12-31-05 N- 14 0 SCALE WARNING SUBMITTED BY STRUCTURAL SHEET: OF in 0 3 DESIGNED C LEE . I ( ) ) M W --N\\ DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-031 (PROJECT MANAGER'S NAME) LICENSE NO. DATE Z H IN ASSOCIATION WITH: PHASE 4 EXPANSION .0 14"= ii-o" IF THIS BAR DOES DRAWN LEE CleanWater Services ROOF PLAN O NOT MEASURE in SQUI ER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 - Out commitment is cleat. THEN DRAWING IS PARTIAL PLAN 4 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 az) 0 0 0 0 I 0 0 I I c., I 37'-2" 17'-0" 17'-0" 1 37'-2" ci a. I . I ,-. cf a I I I i I I I I 212 DORMER ENDS '03 (4-ii I 1 I I 100-S-201 I I a I I .....I 0- I I 208 @ DORMER I 1 I I SEE SPECS (TYP) I 100-S-201 I I I I I 211 210 ...... .,-. 1 209 1 - 1 4, ....-- ,.. ...--. -•,, / I 100-S-201 (1) I 1 100-S-201 ,-• N.. -0 I 100-S-201 1.---1 _..,...i.i#.* 4 :, i! I L,..__.s •. 7.14,ii-,h4:1•Izio_ N'''•. 16■111 CDI .•4,/ .,/, . .. E I 100-S-043 TOP OF BM ri- **1•• CD to I - - - - ' - I / 7 ‘ • • - - - _ _l, I 0 ; CONNECT I I,_,,•. . , - - A . . . . _ . . - ,. .. 40-1 arii."-- - 1 1 inii -. •;:.r,or' \ ,_:-.-..:: I--.77.- ii\A * . ,,, --- 21111Mairw- ---'-.."--) EL 164.33 1 TOALCLONCRETE q i - _ - *I .-1"rf' --9,._ Isir _--.....--m---.16._ - Isi,/ '- ■ I i ■ TOP OF WALL EL 160.33 r .,,, 1 .. , ., . ; •:-:.-:r---.-: --: At 0,..... .76...••■7•...•••40.... ti ; ' I... ••■ amm, •■•. ••••• Jim= •■• .0.0.. .61 .... ....• . 11111 li 1 I 12.x ii I 1 I --- - ''' al II I ...0or IT! 213 1 F■11 a 1 1 Ali i , I 111.1 . Immasoutemmossimmes 1 ''''. I . I " II II 100-S-201 y i , , ...... , ._ . .. ....... • .I n I 1 , 1 r,„,,,,e..,,...v 1 ; , , no. 1 --1 • _ - I I - - _ *so _ 44.1 ,I L I T I l<1 ...... 1 ,.4 ni_ 4 , , %, ijill i I I :U ) E.E5E- •.... . - I II I I Atillg 't t E7‘. .1f.'*''',. L---- - -I L--:-- - - '';'. I-I- - - -I II- " mil•H - I ' - -'41t. . Ir;I 1 I 1 J -I - I - ,.. - - I I I I 1 I 1 - I t‘. (TYP 1 lil. .:( ... I . 4 5-563 % _ - I GROUND FLOOR A „ 01 I GROUND FLOOR B _,_. :.4.. 1_ _ _ _ _J - -. . 1 .,... arm-N. 1 , _ _ _ _ 0 VFD 1 'IMMO 11 1111111111111111111111111e1 4. 4., 1 VFD 1 ro 0/' ROOM A I .,.. 1 ....... ..... W (TYP 2 PLACES) I •41 • ROOM 13 0 0 I -4. .r44-1., ..... 100-S-300 •.• 0 207 • 4 •■•-.. 161.11.1.1111111111.11111 4‘., I Ili " •'.. ' I ° M ; H 1 ,,,, 1 ...___ ......... . isu .,.„ ., , •4 • • 71 100-S-201 6.........i 1:-_ -_-_-_t__ , I I 4-4 ,, 1 ----110-4*----- -I- - - - -.I- - - -] I . ... ,_:: I ' '- EL 132.0 1 ----- - - ---- - -------77\4---- .-2.- - ---i.----. -- - -‘- :-.-, - I, I I 1-- - ) _--- 1 •.. 11 il i..:fx 1 1 ..A-. 4. . 2. 1 1 , ::-; 1 y 4,-, ;..,•, ., .-.t .. „ ..„._ _ _ ___;.:...._-. _ ___ ....-•...-1.- L T I ';':;:ik ',, 11 11 4 . i I •. A • I • •• • •• li .. '• • • •• • •• 1.4...j •'..I 0.*; 0 . 0 . .0. . I I . I 1 II L.1 1 -, 1 WEl*ELL i WETWELL 1 .. ii) I • . '4.4. .44 ' . • X • . •• • • • I 1 . FAN ROOM B ACCESS ACCESS 1 SEE SHEET 100-S-043 & ! I I . . •4, al ROOM 77 ROOM 1 .... 100-S-044 FOR REBAR 207 I 4.- 1B A I FAN ROOM A 1 I I I A I .. i1: [ riii °. 1 100-S-201 - ----- -- ---- ---- - - - - -- - - --I ... . IL.,...1 I 1 •.• • • I I I ..'' • .• ■■■■ . ■..... ■...■.. .....■■■■■■ ... .....■■•■ ..■■“..■ ...... .. • , EL 117.0 i - - --- -t--1-----r / li \_ I 1 I --f 1 1- t 1- - I c 0 I I .. .. .,. 1 --‘. ' .4 44. .•444. I '). 1 :..., .:.., :..,: 1 .:. .,(4-117- _ 1. •• - .• I. O. 1 • .•• ,4. . I .. . 1::! 1 .•. ••• •• -- •• • ,•■ I .• .A .A. •. 4 .. I • •. •t• 44.4 --P 1. a 1 -' • I CNI I . ., . • • i, •, . ,„ • . 4 • CO I I in I : I 1 • '' - 1 0 •• BELOW GRADE WATERPROOFING to I WET- I I WET- 1 I .4 i• , .,•: . 4 .4- I 0 L .. i--r7, - - --WEL-E.- - - • - - -41- vva.c SEE ARCH'L DETAIL 7 AND 9 ON SHEET J.... , v) Ct. MOTOR ROOM B . 1 MOTOR ROOM A 1 , 2 -4 B A 000-GA-007 TYP FOR ALL BELOW ei5 r- . NOTE I I NOTE I I. GRADE WALLS cn i ! :...: ] -1 [ iiiii 1 . 1---- 7---- 1 -- -- T - - --r-- T '5 I : -,.. 11. 2 .. a) EL 102.50 - -t --1- ----r- -1 - - --1 1-- z 1 • = I I • I 1 I . a 1 I .. 1 • . a . •• • 4 ' ... •, *. : 1 • ... . , . 5 ••• .4, .4. I 4 1 .4. .11. I 4 •. I .'• I I 4.. .4. 4 ••. ai. 1 I' ' .' • •• .4 .• •4.• 4• 4.•I .;4•*.. , 4 .• I ' . ' • I 1 4 I 4'.4 I ;...• I ■•... 44.'• I I 1. . - ..• 1 I 1 -E : I I I . -------- __ ______________■ I f I I 13) I -1 4- • Th I . A . I , - . . . I PUMP ROOM B . .. I I '-4'. PUMP ROOM A 1 in I I .. . , . I 1-.4 4- . - I EL 77.67 - 4 _ . I -a* 4.'4. /---EL 85.31 ; WET- .. i WET- I . . , SEE SHEET 100-S-043 & co - -- • .: WELL .. I ', WELL A 100-S-044 FOR REBAR I LL. I 4 . E I I - ..., 4..„- ‘:;.. B A 1 - . EL 84.64 :-.; I ,:.: '‘'. I NOTES: -E I I SLOPE .'. NOTE . .: NOTE :.: 1 = .,:. ii,• ...:. . . 4. SLOPE I 2 , •• • 2 -: , ., . 4 I 1. SEE SHEET 100-S-043 AND 100-S-044 FOR REBAR DETAIL U) I .a I MIN.11111011111111 4i 7 r f 4 4 . - : - I. . ° Maim - I • '4 I .EL 78.00 ' ., . .. I . .. --- 1 ' • . "., •- • . . . .* •' I 4. ' •• ' -." ••. I '. , ' I - 4 , - I • •. • ' * A . 4H ' 4 - 2. ALL WETWELLAAND B INTERIOR SURFACES EXCEPT FLOOR cn - - . ., - 4 - •P• .9. • .. I '43 • • . A . '' - 4 ' ELEVATION AT 71.92 SHALL BE COATED WITH PVC LINER. ,...I I . . -4 . 4 . ..... I I • 4 . • I SEE STANDARD STRUCTURAL DETAILS S-350 TO S-363 FOR . I SLOPE . w EL 78.00 I ' - _1 1 SLOPE I- ,.' - I as r--- -- - - ----- I I i . "‘ I .' .. .1---1--...1.---- -4----- APPLICABLE DETAILS AND SPECIFICATION 09815 il I I .1 . 4. . . . . . . . •. . c , . 4. . . . . t. . 4 . 1 .. . I . . _ 2 I I: 4 , - 4 . • 4 ' • - . 4 . • 4 . .... 4 - • . . 4 4 i, 4 . .:. ,• A. II 4 - - - . . ...A. . . ..4 - . . . .4 - I C') I :I .1, 4...,- • 4 . A . 4 4 4 i 4. .4 . 4 . ''' .4 ' • ..4 • 4 4 EL 71.92 . . . .. . ' .4 to I 1: .. Ts . . . .•:.tisA7r•r4:1-e----;:::,. .:„ '..d". .:. :-...--:_ , ii I _..;.; __ __ . . . • .. . . , . -z 1 .•, :i.4,;:._s_q:,•:4,,,,;::%--; -- .;... . . .1.A. . Q_ I ...:-:..,7-,,,.,!.',;... ..-;..,... .....-. ..1.- i,;,.i.---.-,i,f-.;,;---.'',:. ,f;*.:•*;.,-,, 4%';,:;, - ,. . •4 - 6 .7..... C BOTTOM OF GUTTER :--f:.;-*:-.- .. .4 I I '3 .• 4 A. . • I 4 A . ,....0: :** ".::*N::i1+";::t.:*,. :: ,"..-■?;,'; ‘*:..7`7, - ';;:k.',.... 11'a';?1;Y:::g- --:;:: ::ftt:ill,4::''..t •.".' 0) I 1:114 • -.14■!::6 ... EL VARIES FROM ...-,, I 77.50 TO 76.50 . n•.&••Vv.4"•:';t;'.4:an;:::.:In..:A 0•.-s•:;#.1:??:'; , .-,t,,,•,",y1',.: ,:•;6,:::?'• ..f:•:";-.',, -..--;..',i."...;-:;. i'...':,',,-;;•!:";.•';,!'-•,•:-.•:',.•::-;.,',";-. ,i :,.-, .:,''...',:•.:,,-.,,:* CA BELOW SLAB WATERPROOFING ._ -A U) 0) SEE ARCH'L DETAIL 9 ON SHEET '3 000-GA-007 TYP FOR ALL FOOTING I PROP& cu SLAB WITH CONTACT WITH GRADE OD a ta 2 SECTION Fin C. 47 Ir. ‘171;9- (44 ii 1 00-5-044 s 1 ED 100-S-001 CRUSHED ROCK WORKING MAT 8"THICK CLSM MAT c ' 08035PE r"." U- CRUS ROCK WORKING 4-..1 ... SEE SPEC 02200 (TYP) - - MAT SEE SPECIFICATION 100-S-006 BELOW FOOTING 02200 TYP @ FLOOR SLAB 14)100-S-011 • 22,\c) 100-S-016 N% 100-5-021 ir 4" F010 1.0 100-S-027 EXPRES:12-31-05 N- in o SCALE WARNING SUBMITTED BY STRUCTURAL ce) SHEET: OF L° ,-- 0 X 1 DESIGNED C LEE (1 ii 1 . 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( 0 ) M VV DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-032 z x.=1'.-0" IF THIS BAR DOES DRAWN T MA H IN ASSOCIATION WITH: ..D CleanWater Services PHASE 4 EXPANSION SECTION -A NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 - Our commitment is clear. THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 0 0 0 0 I r n i e u I 1 I• 37'-2" `I. 17-0 �„INI 17-0 `I+ 37'-2" •I 8 1 I I I I 0 CV h ( I I I I a I I I I I T I I I I I hi I I I I I o I I I I I , o . if I I I I I I I I 1 I I I I I I i I I I 211 209 I a w , i I 1 I 100-S-20 1 1.,\ I - -., " 100-S-201,../- ,°444414.,‘, E I i I I 3 I .N I I 1 .r. I— 100-S-045 o - �� -� EL 164.33 '- - r11MI ZL- TOP OF WALL EL 160.33 A1 I TN I 213 1 ii... • 208 t :i R'�i eR5�.FF C'.� S: .4:1.:4. MKt r 4Y mi l'i :I 100-5-201 100-S-201 I • I i a , i 11 .;:-;....iiiimmummulime i , 1 I 1 r 210 0 ao-s-20 l I i I (TYP) I 1 � � i � I I 1 S- 563 203 (Ty P) 100-S-200 I 1 1 1 1 % 207 1 1�' 1 " _ ' 1 100-S-201 EL 132.0 -- / II I! . II II I i 4 :4. •••• r: I' I •I •.• •• '►• ti.'' I• I ' 1 1 '...r 1 i EL117.0 rt 1— t —r 1- _t 1 t t 1- ' " 1 1 ct, ,., . a.A• i.": . I ... ti.': t.: „ I ,. :r... •r,• ,..., ' I a. r• y 1 I .,.. I o a ( I a) EL 102.50 . • ' -t 1— rt t -t •'' rt 1 1- —t 1- i i , SEE SHEET 100-5-045 I - ----- - -— --— - - - °' 1 I o & 100-S-046 FOR REBAR : I ► A . • I I DETAIL I I a � 1 .' to ► •' h EL 85.31 .� I . ' 1 .� EL 77.67 I . . , ► co I 1 i I ° �• E EL 84.64 .. .. ., , 1 1 ,� 1 s A. SLOPE I . . co .. - •r :bP. : I -• •. . i ♦ •. • i I ► ° . . EL 78.00 . , ,.I r` ..-. I 1 a) L 1 -f• ► • a ..- a EEL 78.00 ► • fr SLOPE , 11 1 ~ I ,I ► , s a CD `: . , ! : :r , . EL 71.92' D I .-. , .... ... .. ..5 . .: .•...a...:.. .... .. .:. ,. ..+ %�'l=,'t. 'l. :'+a.'i:�:l`.• -.'i. ,t'\:'.�t'L. .1\�''•t�t.t a.!t ty.T\J\\t•1♦`.\t :.,;„;/,1;,.;;1.-:-;,.;:,,?;; ;,;;--,::♦ . ...a . 1.1...r r• 1,1.♦- 4 El a a .. ... ,. t\F t.t't�-•t,.ti,:\_t\,^t'J.a}}:'t'it.t•'tft:♦ti:�t�a\� t::'.+�. P P !a. � •:•'}r1 IT:r. lrr*r.tte..r .r n.".i`-r'•�.•`- .r�'^i' r.u•tr._.'�i.rr�• �r_.rr;., r.I.:.r}I..•,i�'rr`-r'}•''i'•}.v;;•': t— :. -•,•;:..1••.-..,•:r . . ....• . .,.. ., •.1 ..a...• ° A . P t\ ;. ,,I:. ,, ;,• I . ,:;.. ..a ri. :. .::. r :•r• `.':r`'. ',...i...:!. A .. ':t....\....t....':�....r., ...fit.a..:��...:.....•,...•.•,'. ,..�.t...,:t....\."...a..:.;\....\.:..;t....::♦..:.:♦ '.:1'!:•:... 1 I , ..• ..a.;'.\ t41� .•I'�.•'I..�r. •r� .:I.`..a,.�.r.-. . 1:� i� .•r-.ir ,��..� �' ♦• ••... . 1:) '.'''...1•:.'\'lit?;t t:f 1i\4 ;.':'∎1,%: Ta`1itt1t'1at?i:::; ads Tt'.a'Ta:•,+:4;'i ii .•;:. #rr i'r*• }er r'}i I,"i •-' +� w a..•♦.w:..aa ..\:w:�:! .w..;.\.a..•.a...t.a. \.a..t.r . w.:a / .. I.... .♦r� -I...w I •A+g I W ig � 9PROr co SECTION B NOTE: �� O1it aitil I SEE SHEET 100-S-045 AND 100-S-046 FOR REBAR DETAIL h; 1 Oa-S-oat 1joo35PE ' 100-S-046 � , " `r ;OO-S-OO;5 2. SEE SHEET 100-S-032 FOR EXTERIOR WALL AND SLAB �, 100-S-011 WATERPROOFING, CLSM MAT,AND CRUSHED ROCK WORKING �` l Z� MAT CALL-OUTS. q Y 2 2, r 100-S-016 ,P,I.E FO�©�'► 100-S-021 100-S-027 EXPRES:12-31-05 0 SCALE WARNING SUBMITTED BY STRUCTURAL SHEET: OF r 0 X 1 DESIGNED C LEE 1 I (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-033 Z lit.=1 t-0" IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH:( ) ) M W C1eanWatServices PHASE 4 EXPANSION o NOT MEASURE 1 SQUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. SECTION - B DATE: 11-APR-2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 0 0 0 0 0 e I I I I I 37'-2" 1 17'-0" I 17'-0" I 37'-2" .■ . . ... •..11 .I 8 i I I I o i CV 1 I I I I a.q I I I .- I I I I I hi I I I I I © I j I I I a I j I I I I j I I I I I 1 I I I I I j 211 100-S-201 '' t I 1 I j I I i E 1 I , ' ' ,, (TYP) 205 228 E i -'. .� j I I �. .� 100-5-200100-5-200 / -. \ I I I ,7 ..' -, \ I • 1 100-S-047 TOP OF WALL EL 160.33 .0. - \ j t, ,,� : I I I I ' `' I I I I •:;;-*L I i I "11.111111111111.1111111111111111 111.1111111111111111111111111 ' '1111111111111111.11111111111.11 '1111.1111111111.1111.111.111 � ` 1 i:: I► fy; 1 / I it 1 I I I - (TYP) I 203 TYP) .. Iw.�. 1 1 .... I � 5563 � ::. :,.... I 100-S-200 I I ■ 1 I s I i ... 200 1 1 :1 I • a. 100-S-201 EL 132.0 4 .. >�: I - 1 �) �) i'': r• ,_• �r; >T: Y:ri ♦�: i•: 1'!: 1.°: .• r . ;.1: i•: , r ... ru. .. .� .. - _-_ '4• : ... .�. IMF—n I mill ICLICE 1 1 1 i ini 1 1 i •• :j: I EL 117.0 1 L �. •i 1 C i i Yi i.0 1!: i!C iu: :t tii 1:: It t•; 7- lY' Y; ♦1 Y1 ' /: 1 I c, >-. ,r. aY• , _'•' _—--— _�--' — I . O 0 . I 1 a 1 •. • I PLASTIC LINER I. '�► I co a a , a) EL 102.50 . c� :� "'Nair 1 -;y- ,. -.. 1 ' o , C 1 1 , t a I I v) .o , a • 1 . .. . , to .. . p 1 • . • • '' EL 85.31 EL 77.67 1 u_ EL EL 84.64 • •• -,•.• ' PLASTIC . .. . CO i LINER .1 • . SLOPE (TYP) N 1 I I I I • D . , - EL 78.00 . - . • - 1 . - • D 1 . • o• A ' ' ' ' EL VARIES . ..•• a`�� EL 78.00 I .SLOPE . .. •. , . .. . . D ' D • .-•CO r -- - - -- 0-- : : : , `. ;': :•--�—� _,_J - - -- I1• ••5 1 . 1 EL71.92 , - D 11 .i-J 11-.'Z{•'•';.:i:1'.tti:�': -1'C'. t •.1.':■t:■∎!Z-;∎;'∎! 1��...t• t.l'1'1':/'. ,.0■Q •lT a a4,:a•ia.a_a 1. .. ,.1.-,al,.r..;l-a'. ..! ■a ♦.al.la at'�?ii.l.la.l;a.l�i' P p P - A PA. 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DATE DURHAM FACILITY DWG: 100-S-034 z "=1'- ° IN ASSOCIATION WITH: CleanWat c INFLUENT PUMP STATION 0 IF THIS BAR DOES DRAWN T MA e r Services PHASE 4 EXPANSION SECTION - C o NOT MEASURE 1 SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 Our commitment is clear. THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 - — MCOI IMiiOK \ 0 0 0 0 • ■ I I I r rr I L. 37'-2" 11! 17'-0" •� 17-0 .1 37'-2" s-- c 1 I I I ; / �f , � c-N a ° ° a 1 I EL 160.33 Ti '� I I I I >- as I ; ; Ft 9 1 •• o I . I I i II a ■. I I I •' 4-#6 CONT . 1 I I I 1 1 1 211 I Ii I I I 100-5-20'1 METAL SIDING SEE ARCH'L . 1 1 1 SECT 3/ 100-A-016 (TYP) I I II I �,.� ; I I <*'-'' � .. #5 @ 10" EF 1 I I (. . l E I (TYP) 205 228 r . I I I N. I I 01 1 ; ; _- `\ 100-S-200100-S-200 �� 4-#6 CONT I I ■ . ,,.. , . 1 1 - � I i ' 1., , , 7 ,, .,. ,„ , . , .., . . . . , I I I ., ,- I \ TOP OF WALL EL 160.33 !`r' I Alkiiii:� I 312 (TYP) I 1 1 I 1 #fi @ 12 EF , ; 1 L 100-S-302 1_`1 1 1 I 1 _ :**-:' I II 1� i'4- I I I 6-#7 DOWELED 313 1 - 1 1.1j.',' INTO WALL I"�1 I I 1 I .;t::.: , 1 100-S-302 I I I (TYP}1 I I S-563 203 (TYP) ,. 1 1 1 1 100-S-200 206 (TYP) I I — — — — 1 ■ ■ 11_0tr 1 !SY \. I I o II 8 MS _ _ I I DETAIL 1 1 I I 22A SCALE: % ” =1I-0" 1 I` 1 1 1 I I 1• 100-S-022 1 1 I ■ ■ EL 132.0 1 I 1 I 1 11 11—il ' i�� r,� �r�� i' i(: .�: ,d'• .v: i.': i.': .:: s: i.': i.': . i':• a"• ,'.': „... .'t ... a'!: .'!: ... .,. 1) 11-11 6'-0" i ff• Li ...,.• .�.. - 1�1 ill U11111111111111M1 h111111111=11•1 , s I , ".• . 1611111111111111111111111 . ... /' 111111111M1111•II I - .{/��il - ► / /" r�L ■ M ' \ '.► . _ _ - _ ' 1._i - Iaw ' I '..•' 4,1: ;t,: yt: irc `\. ' . 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I 8"THICK CLSM MAT j 100-S-063 CB7 BELOW FOOTING (TYP) r CONC FILL SEE A P� .� a. (TYP) BELOW GRADE WATER PROOFING ,` D t1„^,__ a 100-5-063 SECTION D CRUSHED ROCK WORKING MAT FOR ALL WALL SLAB AND FOOTING \ 0 Iiis ` ' L...1 SCALE: " =1'- 0" SEE SPEC 02200 (TYP) I 0 +f 100-S-001 SEE ARCH L DRAWINGS FOR t 08035PE ,� hi DETAILS (TYP) _ �= 100-5-006 NOTE: � � 10QS011 SEE SHEET 100-S-043 AND 100-5-044 FOR REBAR DETAIL DETAIL * \*(4 4' 100-S-016 q 22 2, Z- 100-S-021 SCALE: 3 " =1 f-0" 4I- Off` E FO CO 100-S-027 In EXPRES=12-31-05 r- - cn SCALE WARNING SUBMITTED BY \ STRUCTURAL SHEET: OF to 0 3 1 DESIGNED C EE 0 — (PROJECT MANAGER'S NAME) LICENSE NO. DATE INASSQCIATIONWITH: DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-035 z AS NOTED IF THIS BAR DOES DRAWN T MA CleanWater Services PHASE 4 EXPANSION o NOT MEASURE 1 SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is cleat, SECTION - D DATE: 11-APR-2005 REV DATE BY DESCRIPTION THEN NOT DRAWING CA EIS CHECKED M FORDHAM I ARCHITECTS ASSOCIATIVE INC (COMPANY OFFICERS NAME) LICENSE NO. DATE PROJECT NO.: 4969 0 0 0 0 0 ' . I 1 I I I • in I 37'-2" ! I I I 17'-O" 17'-O" 37'-2 ° N I" .1.4 . . .. ►1 • Cr I I I I I I ! ! I ! r• I I I I hi ct e t ' I I I © I 1 o I I I I I a I I i 1 I I i I I I I I I I I 7 I I I I SEE SPECIFICATIONS I -S-O 9 i i i 100 4■ I c I 1 i I i 1 E 1 1 � ' L L I I 1 r 1 0 I i I I I I I I I 1 I o TOP OF WAL I EL 164.33 i—I.-- --------- ---- ---- -- - - --- - - - - - - - -- - - -- - -- - I 1 a --—-- —-- — -- — - -—- - — -- —--—--—--—-- — --— - - —.-,r— TOP OF WALL EL 164.33 1 • 1 I ';. . • I = 1 309 (TYP) _ . . _ �as-s-3og 1 — :r 1 � 1 1 .; cy LJj1 i 1 �r,. ! 1 ' 1 0 I EL 153.33 [ l 1 .. '�, e 312 (TYP) I ,k. I I II I 1 ! EL VARIES FROM 1 �, I,-. I I �, ,_. ._., .. 151.00 TO 150.50 I 1 as—S-302 .r ,, ' • C. 4;. N,';' 4:, :� r _.� !&!& v..: ■ ■ r, m.1 I V I I 1 •♦ 1 1'r 1 ' 313 (TYP) 1 '' I ! ; 1 ! 1 I — �-f�_ _ ' I II 1 jooi 1 .. •• ,■�L - = I i � 1 1 lilL I ,r 1 1 1 12061 I _.,; I H , I r 1 . , : 1111.. • • .. ;,�IIIIII . I I•100-S-201 _ _ _ ... .. : : I :: : . . .. :..�.:::: �:;:::...�.::::11_:: 11 :: :::11:1:::1::.: 1 I. Ii—II II-. I 1 i EL 132.x} - 4., I I , I I _ I- • .. .. 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U3 a) -o U) %I- ca co ,4D PRaresm cl NOTE: u) SECTION I G • ,,g 1 I I.;Vb., 0 SEE SHEET 100-S-032 FOR EXTERIOR WALL AND SLAB CZ 47 ■ . ■ 14.4 hi 100-5-001 WATERPROOFING, CLSM MAT,AND CRUSHED ROCK e:: 08035PE r"." it 11......a WORKING MAT CALL-OUTS .,4. ., ..,.. t!--,-, . / _ 100-S-006 tdefr OIRIGION ,\`‘)‘ 100-S-011 • '41' 22 100-S-016 14÷ ' •ht. 100-S-021 C FOO LO 1 00-S-027 EXPRES:12-31-05 N- u-) . o SCALE WARNING SUBMITTED BY ce) ---t, STRUCTURAL SHEET: OF in 0 1 DESIGNED C LEE ,-- . DURHAM FACILITY DWG: 1 00-S-037 1 _ I ( ) M 1111 0 . (PROJECT MANAGER'S NAME) LICENSE NO. DATE INFLUENT PUMP STATION z . 3.6"=1'-0" IF THIS BAR DOES DRAWN T MA H IN ASSOCIATION WITH: ° o . . NOT MEASURE 1" , SQUIER ASSOCIATES- ENSR INTERNATIONAL CleanWater Services PHASE 4 EXPANSION SECTION - G DATE: 11-APR-2005 --) THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969. . . 0 0 0 0 0 o . 8'-0" I 5'_0« . 70'-4" 1 301-0" 0 ■ o_ I 1 I I r I I I I I I I ■ o I � I o I I I I a I I I I (TYP) 309 • I ■ 1 1 1 I 100-S-302 I ■ I I ■ RIDGE LINE I I I 1 I r ROOF EL VARIES I ■ I I .'� —. 1 SEE ROOF PLAN 1 C e ■ E I I ,i. - - - - X E I I I �� =r (TYP) I 307 100-S-301 , I I —_ I . . — . .—..------- -- - -- - -- --- - • I TOP OF WALL EL 164.33— .,., A .- ■ rs I I - W21X68 W/C12X20.7 BRIDGE � CRANE SUPPORT BEAM o . I II. — . -.• ----, EL 151.00 TEL 150.50 w I I I Ii ,ji 1 �i I 1 I ( —ire►- • Lci)N ' I ' 1 is"...."""'.1"." .:6"1"."1"... 1"111..."4". 1. .:.kgigar"-- I , ■II , 1 1 , I II• jI I I 1 I i .,. 1 ' I '`' ! SEE SHEET 100-S-051 I . '11 1 1_J FOR DETAILS ✓ EL 137.0 I . � 1 1 A I I I ..a cp I I -—I-—- — -I— - — - -I- - -I- - — -I—- — - -I- -—-—i —I - — - — -I—- —- -I- - —- 1 : 1 1 1 1 1 1 1 1 .,.. • ° I 1 .': EL 132.0 I I l 1 I I - - I — I I :. I EL 132.0 EMI1 , +w ;c i s s ; Iii J :"r ;'Y� .e ��< :�� ( �:c rt ;l, yr+ 1 ii. I .%:!-.:1 . •••I 1 I , 1 . II I I _ -- — I I� I j --I I- -- - � 5-#9 EF 1 • .1 I - — 11 t. I _ :-,,i.:1 - - o- - -:T - - 1' -- - _ :+.. '•fi•'•�a•♦•♦t�/•T.f'f/'•i♦r•�!•ft►••►•:•♦ii♦��•♦•♦•.•a:l—— � �"�• _ --�� I-_.'� 1 + 1 �)♦.�•!•..l14�4•♦•f'•♦fi�•••..l�l•"f1••/�f t}.t11'•�•♦!i: _ —+ ` 1- m = _ _ _ _ -- '' --- - — — - -- - - - - -- - - — — — - - --- EL 117.00 j' I I I I I I C 1) . 4 .. — - :41.; ::: :, •• • '• j :'%*'-. :: 11. P.: C. r -...-....... .....--:,..-......„.„-v,.....,...ii,--w--.- :14 ' o I I 1 { --2--- ;.,�•:.It 1•.•.•�:♦-.�v .1.�:."•i••...'1., t.1,rat' ' y II ■sue i� .. 4S I _ SEE DET 1 1 42 1 1 i s / ooso 'O 1 - ./' I_ 4. .f 1 . ., FOR BEAM DETAIL I k O 1 I I 1 1 1 ... 1 I I I II TYP I I .. 1 / 1 . • 1 1 I I . . I ■ ......... . 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I — — 1 IQ I; ; o EL 71.92 1' 1 I 1 I - II 1 la` - - -- - -- - - - -- - --- - - - ....-i.........,..,...:,,,411,•;•:•...4•,..• NOTE: ta•►♦.. .•.-.;...•....:-:a.-- ....r.•.•-•.►.,.•:.►►t♦•--:♦• ... :•.•:.•.♦.►♦•♦•-••-....•.. .......:••.....•....,.•;-......, -.,.••'..•,-.:..>t•.:..:::.t•�„♦:.-. t•::,�.t..+...:�:•,�•a•:•t- 1 ,- ♦tt�.•••,at•♦s''♦•••►s«♦t�!s♦•• ttt♦.^•t•!t•1•+t••t••^•,♦ti�at♦• t�t•r-t1��♦tt•y�ttt►n••.••.i.t`t't♦� tt•t!-t t♦/t•t•I�tttt^•♦>y!.►t►►`t .'♦tit at!i i.t��♦•�•+•t♦�.�a.♦t♦,a• tat.j..��t t+1•at..�a.1�t•�a •♦� fta+ ♦ 1 't♦t.,,t;•.t..: .••t.+t.•-./♦ :•.,;:*.•., .-.,•.i.,•• :►•t.••t....tt.r.:•v:.,►.••.♦•• !•;.a••„t.:•t,.t•►t.....• t.�♦.i. a•.:,;•1,t.i.:.:.,.,/.;♦..1♦:t:'. •tat...'t..:;: ..,:♦•1,•♦,:'• ••,...••..1♦.:.a.,,...,,at.:•. 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DATE �� DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-038 Z 3" =1'-O" IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH: GleanWa.t�r Services o PHASE 4 EXPANSION SECTION - H DATE: 11-APR-2005 NOT MEASURE 1 SC2UIERASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 I 0 00 0 0 0 ! !. 8'-0" I 5'-O" I 17'-10" 521-6" I 30'-0" I . . . xcNc:97 14 I 1 1 1 .. 1 I <a- 1 1 1 1 1 !, 1 1 1 1 1 - 1 1 1 1 1 0) 1 ai (p ! 1 I I 1 I 9 I, _ 1 1 1 1 I Et 1 100-S-051 II I I I 1..........a I I I I 1 1 1 1 1 1 , 1 1. vy !, I I I I I I I 1 I I .-. 1 st 1 I as 1 • EI • r..,......_______„......,... arm.. mgrs..mors...---......-„,-..„,.....-.... ...r.----..........,..„.....,.......or-4.. -1.-,m.-... ...A.Noni........r...rm.,...,..,,...__,.._____________._7.,...,..............7________._7...._.____lr___...................I RAISE CONC PARAPET I E I I °,, TO 31-6" FROM ROOF I I I I :: ii i 1 I , „ , i I ii i :11, ,, i, „i :: 1 (NO RAILING) BEYOND I I &I?' 8 I • I ,': , • , : 1 ::' '' :: :: I, :: ,i°' (TYP) I I D 1 I 1 ,, 1, II , Ii i, . , , . , , , i, it ,, ,":" I i, , , , I i, , ,"; :i I: ROOF HP I, ' I'll EL 1a5.50 1 ■:' I : 100-S-050 I I „ I , , 1 , • :i , „ „ ,, ,, , 1 1 1 1,.........i :' , : :' I 11 :1 :'' EL 1 64.33 ' 1 il :' ' ' il I ,' 14 11 1, 111 Si: it: -II: 1 r--.. 1 i „ , „ „ . , • , , , „ „ 1 li „ I, „ I : : 11~ I II , II 1 i: ,, ' :' , I, ,I; ,, I I , • , , I :: , , , , , , - I - . ........, .. ... ... 4. ... ... 4. ... - 4 -a.- -ILL_- - -21 I Ay ii__ - - li_I _ _ :_i_ _ _ _l_ . _ 71 I P :: :i 1 ,1_, , _.1, i _ .21._ _ _ I_ ,r,i am, , _. : : I 1041 II' I --. 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DATE ( ) ) M VV DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-039 z T MA H IN ASSOCIATION WITH: X"=11-0" IF THIS BAR DOES DRAWN CleanWater Services PHASE 4 EXPANSION SECTION - J JD _.„9 NOT MEASURE 1" SQUI ER ASSOCIATES- ENSR INTERNATIONAL O THEN i DATE: 11-APR-2005 DRAWING IS Our commitment s clear, REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 0 0 0 0 Lo I I I I o a cv I I I I Ce I Q. I I iI I I '- I I I I I I I I al I .4, ai I 0 I I I I O I •- II. I I I I I I I i I I I I SEE SPECIFICATION I I I I I I I I I I • I I I c I ' I I * I a) E I F - I , , , , , , -1 , „ , -, „- , „ I II I I i I i 1 II E i I I 1 1 1 I I I i 1 i i I i i I :L''''. 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' " / ADDITIONAL 8 -#10 6 EF Q En a ,T — —16—11-- — — —1 — — — BUNDLE W/ REGULAR I ..,'I I I I ' Ii 1 - - — — — — BUTTRESS WALL REBAR _ (NP)• I T AT GRID LINE 1 4—#9 EF • 1 ,1 1 /o 10 3 1H- //• • • • • • •a /_� I 4 1 7.---- •y 1 ... ,0 ( V 1�1 / 6-#9 a. 1 ..�..� NOTE . I - • — 1 I I 5 #9 EF W/ DOWEL , — I 4 • •' . I 3-0 03 I I I ALL BEAM REBAR L 1 THROUGH B THE SS i II II 1I BU TRESS 1 1 BUTTRESS WALL (AT GRID LINE 1) WALL I 4 it II 1 VERTICAL AND HORIZONTAL BAR 1 . 4 • 4 . • 4 d a a a I II II " I SEE SECT F/100-S-036 FOR DETAIL(TYP) ' . ♦ - a • - ♦ - a ♦ - •d • ,• ' II II I • • . a . d a . a 4 . a d - 4 . , 4 . a .• I 4� DETAIL 1M ' � .•• - a 11 II . _j 1 EL78-00 _ r- - --- - /� II SCALER =1'- 0!• I I' Q • 4 . 4 . • 4 . . 4 G 4 4 I I M LC ; ♦ a ♦ a a s d a I I ♦ / II I CO• : I 'I a ♦ 4 a d ♦ 4 ♦ b ♦ a a d . a a a •— — •a// A. 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SCALE: = 1 -0 100-S-001 i 08035PE +r' ai 100-S-006 NOTE: } 100-S-011 SEE SHEET 100-S-032 FOR EXTERIOR WALL AND SLAB WATERPROOFING, "�, ° 0°��` 1 o0-S-016 CLSM MAT, AND CRUSHED ROCK WORKING MAT CALL-OUTS �l►q�'41? 2 2,Z �4 100-S-021 '�C F0 Ro ko 100-S-027 EXPRES:12-31-05 r- o SCALE WARNING SUBMITTED BY c'') '� STRUCTURAL SHEET: OF Li) 0 1 DESIGNED C LEE ( ) ) NI 11%1 z (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: DURHAM FACILITY DWG: 1 00-3-042 AS NOTED IF THIS BAR DOES DRAWN T MA C1eanWat 'e� Services PHASE 4 EXPANSION INFLUENT PUMP STATION c. NOT MEASURE 1" SCUIERASSOCIATES- ENSR INTERNATIONAL Out commitment is clear. SECTION - M DATE: 11-APR-2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 0 0 VENTILATION HOOP 0 TOP OF ROOF EL VARIES 11.18" r SEE MECH'L DWGS (TYP) FROM 155.50 TO 154.00_ _ _ Al .:.: rte I VA ~ � ' � �:ir . at i TOP OF WALL EL160.3 1.111H11'-- .._ � . - N I I Iit - T . : ;::;:: . . . . (TYP OF 10) 306 a I I M L ;; �:: :: : . :,..,.i:::::::t= I I 100-S-301 (TYP) 5-556 a !-i 14-#6 = 1 14-#6 r ARCH'L WALL 1►_ rr 1 r_ rr I I :I 1�� I I I I 0 35 2 .. Q ,� PANEL SEE SHT 1 iti _ 1 I I 11° I II II / jj 12'XCENETRED ! ai 100-A-008 & III 1' 0".� 33'-2" I ♦• • I 1 r-O" •. II �.: / I 1 @ WALL STAGGERED 0 100-A-016 (TYP) I I - �` I I I ♦� 1, t II _ _ _ 'I I I #3 @12" EW W/ REGULAR REBAR ..t.:' a. ( i I ♦ 1 1 ∎ 1 II I ti II 11 :; 11 ' 1 ■ I I ♦• F= = = Ri :1 II \ / :::: #6 @ 12" I I I 4 :.6 3ONT 1 .; �'1- __�.�.__ _ _- w_I i - �� II j 1 I I - _ _ - - I . I Ni - ; , 1 I I W21 X68 W/ c 12x20.7 1 I , iiiiUUIii ii #6@l2" 1 1 I I I CRANE BEAM SEE I 1 I I II #3 X 3'-0" 1 1 i�y�I , % -o W/ DWL i 203 ON SHEET 100-S-200 - I 1! 5#5 I°' I I END I E E I �°� I I I 1 I ?CYP I I 1 1 R iii" 1 I I ._ _ _I � �s . /� ( ) 5-563 I �, / - - - - —I. ' ,, 1 TOP OF CHK'D 4 I s,�.,-s" II I I ■ ■ I I/d► ♦ ♦ 1 ► I I .._a_ kt PL EL 149.00 I 1 �iaji L I `► 1 22 I i _ ,,.., I-I M MD #5 10 (TYP) 11 I T 7 r T -1 -T- __ -- N a I 1101 1 mmommmomm ` I I I I I 1 1 ,p I I I I I_ L I 1'-0" 2r_Orr Fo ∎2 0 ` I 1 I W/DWLS I II I. 1 I 11 I I ( P) I I ..... #4 TIES (TYP) I I —f--- 1 I 11 I 11 I I ... 'a ` 3-#9 T&B #6 12 (TYP) /� r E,,,, ° @ ( ) I #5@24" W/ DWL EF I-- ma_ 11 ( P) o 4' 12" CMU WALL S-148 __ _ -- _ _o fillrig etle-01 I _ 2 Z., I I ;,,,; -.C=am'- . -... f) ► 1 I I I I PO` 1 b 1 1 I I I 1 1 d #4@24" I I 8 -#6 Eta Lint _ 1 I I 1 1 �,0 t- 1 #9 EF I • _ 1 I I I I ■ ■ 1 ♦ '� I ' a I I 1 , 1 ♦ "� rr SECTION �,,,,• 1 I I 1- Li ``I .� - - - L ``I #4 TIE a 12 MAX,1 r'.0 i ' ` . • ♦ I I I 1 ♦ 1 • ♦ I I ■ I 4 ■♦ 1 • 1 1 _ I I ■ 1 1 �► 1 1 ` SECTION AA 1 I I 11 1 1 1 1 "_ n 206 SIM , I I I I I � _ _ �, I I mo I I I I I I SCALE: 1 0 100-S-201 'I , ,. '!:�� . #6@12W/ -- I 1 I I I I cV I I .IN. . GMi1' DWL EF :C..? - -- - - --- - - - --; — - --- - —12�' -.-- - - -- - ---- -- -- - - — — - - - - � - � 1 � �I� I I I I I ice• 1 I 1 A �sv r—� ° I @ I I I 111111•111110 I I I I 1 1 207 . -: ; Pi Itirmir: �; �- � --- —- - --- - -- -—r — - - -— - - - - -- --�-- - - - - --- --- -- -� - - - - - - - �! - - 1' � .';': I rr I II a 1 11 •C I I•I�� @.) , 1-#9 EF 11 I 1 MN �� •■ ,- 11 II I'i F I P II 100-5-201 ■I�� I I I I II ■� I T&B, (TYP) I 1 1 1 0 I� 1 11 ■ ■ - - - ---- - - - - - - -- --- -- --- - - - - ------ - - -- -- - - _ �IMMI� -— - — I I i il 1 II 10i� 2-#5 11 II _ L I}1 I■t w I 3-#9 I I I I w is ■ I I I o° 1, ,c iii : EL 132.00 - 11 II = �. �, I II �1.1� II II ! I1HHIHHH!HHhIHHIIHl J Diu►i 'IMO ONO NM IMP 8 _ I p I I IA n 4 lit I I 1 NI -en i - .�N ! �_i ' ► WALKWAY SEE DET I I = m V ` -4 1 - 3/ 100-3-045 FOR REBAR I I 3-#8 T&B ') 4-#8 EF 3 #9 4'-O" a _ I I #4 STIRRUP @ 12" 846 ``► �, #4 TIES @ 8 I I 1 a� N #4 TIE @ 12" a 0 I I I I I I (TYP) 9'-O" #4 TIES 4" , 9-0 (#4 TIES @ 4 ) ► I I I I I I I 5-148 I co I E1 I ■#8 @12" . II , ♦` I I I II ♦ I ■` 1 ' #4TIES TYP c, #6 @12" - - ... J 1 - - - -I I -�♦ - ? - - �I- - - - - I (TYP) W/ DWL a #5 @8 ;1 ► ■ 1111 I I ■ I �` . 2'-0" , a '.* 2'-2" I I I , I � X 3r_Orr 1 4r_o" I I I I 1 I 1 air #8@12" . . 18-#10 1 I I I 1 I 1 SECTION 1 I I I 1 . i � I 2'-0"x2'-o" COLUMN co #9 @ 12" I - -- - -- - -- �- -- - - -- - - - --� - - - - -- - - - -- - - - - - - - - - ---- - -- -- -- - -- - -- - - - - - -- - - - --- 4 I 1 I I I �" I SEEACl1o0-S-04 U W/ DWL ; 2 0 Q 1 I ##6@' 2" DWG. (TYP) I f I I FOR DETAIL S-148 (TYP) coI I I I I I II 1 4 V ---- - — - - - r - - -- - - - - ---r- - - -- - - -- - -r - - -- - - ---- -- ►- - ---- - - - -- - --r - - - — — — — — II I 11 I II -°, I I HO. I I 12410 ( ° I 11 I I 1 r rr a I " 4- A - ∎ --- - 2_#8EF - - - - - --- - ------I-- - - - - - - - - --- -G - --- ___ ___- -- ---- - - _ -_-- - --[- - - - -- - - -- - - - -.t II 11 I I 11 I 11 °' I I 11 SS'FLOOR HATCH II I 11 'y #5 STIRRUP @ 6" I I #4 TIE (TYP) I i I I ' I t a) EL 117.00 1c , wimma........_______... ; INN lir" . .. 4 . 1IIHIIIHIUIIHIIIHi _ I to I -- - - -- - . .— . . - ..-..------- •-'--- -. — . . . -.-- •--• - • -- - -- �. .- .. 4.1) PRareo„ iIa rr s 1 PLASTIC LINER (TYP) I • • #6@12 i# +. SEE DETAIL 144 N 2/100-S-44 © !,./h. 4 - j T&B, (TYP) aC 08035PE r' LU_ FOR CANT I 1 4x_11" 6'-O" 4'-1'" I 4-1 6-0" . ., "'► . _ I a a r " , .- �"� ■"' `� ►, "r■ ■.; .,. r• ■ ■• ORS ,�� i I DETAIL �I • 4p 22,1 !4 9'-0" (#4 TIES @ 4" #4 TIES @ 8" 9'-0" (#4 TIES @ 4" ) 100-S-032 �'' E FO% . ter 4'-2" 32'_0" 2'-0"' 15'-0" 2'-0" EXPN2ES=12-31-Q5 - r..-�--r•�, I.- SCALE WARNING SUBMITTED BY I�''n C LEE �`� STRUCTURAL SHEET OF r 0 1 ::::„_1, 0„ (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: DWG: 100-S-043 ITR ROES N T M A C1eanWatServices PHASE 4 EXPANSION INFLUENT PUMP STATION o THEN DRAWING IS SQUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. DETAIL -1 DATE: 11-APR-2005 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 0 I I I SEE DETAIL 1 / 100-S-043 4'-2" 32'-011 21'011 15'-0" / 011 .,,.• ...�.■._1 =.�.■. . 1- . FOR CONTINUATION Lo I o T CD ■ ■ CN d • 41-0" a r ' ril 1 20-#1 0 #8 @ 12" 1 0 �; ! a 4 . SiLIMIlillii I ! ! #8 @6" •• 1 ' ! ici a #8 @6" ! #a 6" U!BEi SECTION AB I 1 W/ DWL #8@6" j I . 4 ! V V o � �' @ �, I . ■ W/ DWL a I g1iimmE - #8 6" ! I ' evitupro - I • I ' I 2'-6" I -'" "" 2'-6" I � 2'-6" #8 @l2" (TYP) I ' 1 �' '.;' , I ' 1 ►1 I UV #4@6" (TYP) ._ _ ___ _ _ 7 ___ _ _ _ __ _ _ _ _ _7 _ _ _ _ ___ ____ ____,__ _ _____ _ _____ T . _ _ ___ __ _ _ _ _ _ _i_ _ _ _ _ __ _ _ _ _ _ _ __ 1 . . .1 1) . 4 _ • cr C . ' i s , i 4 I. ■ �. ■ N I I I I I I ' • 'o , I j ■ 4j. 1 I , Illtilkli . . [ . . 14.0 . . . . 6 . I I 4 11 11 . ■ PLASTIC LINER (TYP} ■ I a - 4 #6STIRRUP @6 I I I#4@12" I 14 ( ' 14' I #8 12 5-#9 ■ I- -- - - - - - - - - - --�- - - - -- - -- - ------- - - -- -I- - - -- - - - --- --I-- -- — — - - - —� •' " ' , I ' (- --- - ------ - - -- - - --- - - ----- - -- - - - - - • - - - - - - - - - ' ' I ' 1• -- --• - ---- - --- - - - - - • -- - - - - - - - -- • -- EL102.50 I I I I I j : '.: IHI i • Am.. ' .... I' . ar.... 'IA/ IHm'--�-; • �; E L 102.50• -4-1=1„—e r...._. E-9 -&) t •, II •a 1 a 11101P111 ; _1 • : ::4 : • IHE a ° • i ° a - ° I 4 a .� ° 1 4 a 4 a •_ l 1 . A O 1 ` 4 SEE SECTION 8-#11 BUNDLE j 1f CONTINUOUS ( I I #8 @12 FULL LENGTH 3'-0" 5-#9 ' . 5-##9 0 5-#9 - • I / ! I ° AB/100-S-044 OF WALL 4 • I a' ,/'� _ GRIDLINES B & G I I a PLASTIC LINER d' FOR REBAR I #5 STIRRUP @ 12" • • 4 • #4 STIRRUP ! _ A DETAIL (TYP) I I ' , @ 12" I • I V -cam` ' 9'-O" (##4 TIES @ 4" ) .. #4 TIES @ 8" 9'-0" (#4 TIES @ 4" ) ' � I : • I I.I 4 I ' ! I #8@ 12" - 4 26'-0" 6'-O"I ' ! #4 TIES @4" (TYP) : • 1 - .,. ..--•.. ... ' ;' T I P-9-1 i #9 @ 6" ! 4 •• I ! • --•-I 100-S-063 W/ DWL a 4 #8@12" EF : ; ' • I : @ --` I I 6" #8 @ 12" EF (TYP) • • • '#11 @ 6"W/ •- • ' ;• #11 @ 6" EF 11 ; • - 4 _ - • I DWL EF I . ' • I ' • • #11 @6 WI DWL I 4 re- �•. • • S-531 - I I ■ x.s , . 4 li : • -.\ K. "I I 1I , \ - 1 ) • 0—i 4 . 0 1 a . - • EL 85.31 #8 @ 6" NOTCH GRATING a •• • •, I . •FOR LADDER �n j ■ co ' • . #8@12" (TYP) A _ - #11@6" W/ ! #8 12" EL 84.64 DWL EF (TYP) ' SLOPE `. 1 • . n _ 4 _ \ill - 4 I a ► •$ �' I ' 1 1 - a #8 @12" (TYP) c j 4 #8 @6" I r - I o� I S-564 ii i 4 - .. 4 I 5 I a 4 4 a - 4 I - 4 - •' - BOTTOM OF GUTTER _ • I - S-105 S-118 4 1 a 4 #8 © 6" (TYP} ° EL VARIES FROM 77.50 • A 1 I ac,)5 I EL 78.00 / S-563 • - o a 4 W/ DWL a •■ • TO 76.50 M I N 1 1� ■ a' I ' #8@6" I �' 1 • 1 ■ : : : : ; 1■ ' ,EL 78.00 _ __ .. .. _ _ --- - -- - - - - - -- - - -) • • . • • • SS PLATE (TYP) • ca E i � 1 1 ■ I ' o 4 ,p #6 @ 6" EWI . : • ! z - 4 4 - + - #8 @6" #9 @611 I + ::3 -© �. + 21-211 Q 11 ■ ' • 0-- ®•0 I : S4; • Di-e {�■) i 8 ■ •co 4 + 4 . Q ■ Vr r r r r r co f I . r ■ . . r r r r r r . • r ■ ��• s T I • . • EL 71.92.:i//i- : :-: I.' 1 - a — — -- -- - -- - - - - - - - - - - - - - - - - - ---- — -- — - - ---- - - -- - - - - --- -- - --- --- - - -- - - - - - -- — — - ----- -- "rti-I-�lI-I -1- -r11------ --I-SY•-�-f - -- -r ■ _ •�• , •p i• • •o� o op o 0 0© •�i• or• orr• o •• •rr• •• of ' • 40 S o`�. r.��o• (b o � o �( •� o� o ( •.• -• ! 0(6S°� o• rc �c S.'rc�'�.. rte• ! r( o.to' . - o _. 4 . - -I 4 IL liltiol•'► •• ` ••o`�V •.o"e.J•!•• . •• •S •• ••,!• ••r•• 'or•• #9 @6/1 •S ••'••� •S.� •••bob0 a•. , �o S•'�•_ S p�0- .,•T• •••t 'U, C� •r %. r • D • • . �° 00 � o • o • . . . • l r►o•�• • •• ••••• ••off! •• • • 11• .p •• . off• .• o • •'- - Q - I 1 ■ o) i •i/:�•ri •ri••••r� ••1000.0:000•0:401114/:•••••:00Q rrrs ••4i/i •a►i••%•ri••�•Ii••••ri••‘*JO" •rr,5••lr•f�a del, d 4 - 4 �. -ov cf) •+•••a�'�«i t; . 4 4 - < I 4 Q . 4 #8 @ 12 #9@12" *a+�1 tat 1 - 4• r �R'F.� Q��C' .11/4,:W2„ j (TYP) ��t: �� r �►,' . We /Ai*i,. I �' 08035PE r.. ai it 8'-O" DETAIL Mil • Ctil•M hpp o• •r oIr •rr o OVr• • i•r OI r •rr orr O O : ,, ,., _ .- VC./ • � • � i�•• �o �o• •i�! �• • VV! ! S.JtJ• i o(�� • !r o 11 ��! -r ►- _ _ �a�� j;�� o •od 1.1e.o •%w► -3•• o •o •% • %oo•11%oo•k �;• •oQ•, #9@6" Os() tt o ,\�,r. 100S032 �4 . �o oo ° o �o �o Q ■ ■ r.C7. ., r,� °r�..(7. 'r�.�(7�•o.J ��•.. M� r.(�r, �•° nQ •or,rlr,��,n�MQ:%••or��t'�.-. r�n.!- #8 @611 ,"( 2 ' tto �lr'� l y 2 L vT 361-511 6'-9" 5'-6" 10'-0" 7'-0" 'I c Folio In EXPRES:12-31-05 r- SCALE WARNING SUBMITTED BY '`.� STRUCTURAL SHEET: OF cn T. 0 1 DESIGNED C LEE I— DURHAM FACILITY DWG: 100-S-044 z ° =1,-0„ (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: C1eanWat ' Services` IF THIS BAR DOES DRAWN T MA INFLUENT PUMP STATION PHASE 4 EXPANSION DETAIL - 2 DATE: 11-APR-2005 NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. THEN DRAWING IS M FORDHAM ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE - PROJECT NO.: 4969 0 VENTILATION HOOP 4130 SEE MECH'L DWGS (TYP) I iv I .48" I r4 _, ....1 VAT A 7/11Y I . 1 ' Li TOP OF WALL EL 160.33 in ••.:', o `,.:.: ill I - o ..:_ _,.: 0, III I ! ! CNI Ck I ,-::-.-------......-------.......--....!'''. )11 ''' I I a_ 306 1 #3 X 41-0" @ 12" ,.................................................. .B A ........".".".... . I I 0...' 446 446 \...; CENTERED @ WALL 100-S-301 i ... % .. I STAGGERED WITH 11--II .: .. • I hi ..' I I . 1 ra REGULAR REBAR :...., ,..,.: .. 11-0" 351-2" 1'-0" , STL COLUMN BEYOND ti S-556 TOP OF ROOF EL VARIES ••:..,; ::: .. I I CONT SEE PLAN & 100-S-043 a. FROM 155.50 TO 154.00 ....t i i ::. ....: II - 41-0" 20'-0" 4'-8" 41-6" 21-0" I I ..- .. :... .. s. . -.0 1,,....L.,01 1 1 •. • :.:: ::::1:.. :. .11WII IIIIIIP ';'• .:. •••• ..... ..•,...• ...■ ■••• ..•-•,...t.i. ::. ..t.:■:.:.1.; K g :;.• 1 I r 4-#6 CONT I I 4-#8 CONT gramill ". W I 1 i 1111.01.111.111111111111110.11.11111111111.111111111111 II 1 I I cp V 11111111111111111111111191;4I: ? limp I I by.. ! ! E lip! #3X3'-0" WITH 12" CO rn ( LI "LI To ; r r--- I 4-#6 I END HOOK @ 12" it 1 1 1 u) II D 0 (TYP) #3@12" EW .• .... .... 1 i II S-563 - • I -wry- -*Tyr- ii .. A I I 4 I I lz, po , I I i 04 i i 0 Og 4-#9 CONT Cr) - Pi #5@24 .. . . .. a "W/DWL EF (TYP) ....., ocr AI . < #4@24" EF (TYP) w w w , I AA crYP) OA 100-S-043 ... z 0, III11 4 L-2.1"-J 12" CMU WALL 1111r in ,.. 2'-0" . 11-0" 1'...6c, , o_ o w #5 @ 6" (TYP) w I 229 I > I i 0 4- #9 CONT \ 100-S-200 ....1 . 0 ._ A , -T-.!iN 17,.... _c-- 1.. 1 TOP OF CONC EL 136.33 #6@12" W/ ,._.„111-1111111M1111- ' OWL EF— PIM °I PRECAST CONC WAINSCOT I i I ; S-148 b IA$i i Ell PANEL, REINF AS REQ'D SEE ARCH'L DWGS AND MFR'S ) f - - - -- - - - - - - - - --:r— - — - — - — - — - — -— - r-' - — - — -— - — -—- — --4, -—- — - — -— - — - — -—- 1 it; SHOP DRAWINGS IR t 1 1 IS #5@12"T&B •••. - . _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ .. _ _ _ _ _ _ _ ____ _ _ _ _ .._ _ _ _ _ _ __I, #6@12" W/ 0 fill I E? ,. , I- I I #5@10" 1 DWL EF .f- EL 132.00 i Wig i .--1 I I I i ?5041rifiliklitSliilIN EL 132.00 fn . 0.illi ill i%•. -- - MINIMIIIMME111.1111Marv. - ° p101111111W " li± '121111111 _ 1 b .. . . ,.. . . ... io AA . A • elir CO ..I •* • •• • •A . ■ '..."...". '' ' U) Zo c■, ......,i c, . i iliiiiii 1 —M -11 E EN I 1-111 II a) #4 TIE @ 8" lilltrill. ...I = 2-#6 EF 7 #6@12" = c III f #612" 5 omerarr! , VW ) 4#8 EF ir, #5@12" #5@l2" I 100-5-201 a) #4 TIES @ 8" . . . . 348 T&B 6. • . . 1,......A 2 . - ,—#6@6" & . • / ... _ i • ._ . , * I De >, A _ 77.) (15 2'-O" . r . .., 1 I % t #6@6" I 0 ' • (.-B• 34'-0" - • ° - 21-2" w SEE SECTION AC/100-5-047 -... D. .0 FOR COLUMN DETAILS . . t. - cp L). (r) I? . _I I 4'-6" 2'-O" w .. 0.-- °I . . A • _ IC A . CO (1) - A ' T- - - -- - - - — - - - — - 1- ---- - ---- ---- - ---T - ---- - ---- - -1 - --- - - - - ---- - -T---- --- - - - - - - ---I- - --- --- -- - 0 DETAIL I 3 1 f- - - - - - - - — - - - — ---1 -—-—- — -—-— - — - —I - —-— - — — #41-tE-@ lir- —-—- — - — - — - — -—I -- -- -- - - - - - - --!-- --- - - - ---- - . A t: 100-S-033 -LEE I I I I 6 1 I .............. --* i #6@l2"T&B 4-#9 T&B cl_ _ _ __ _ _ _ _ _ _ _ _ .1_ ______ ____ _ _ _ ..._.[ _ _ _ i_ _ _i___ _ ___ _ _ _ _ _ _ _4.__ . _ _ _ _ _ _ _ _ _ _ I_ _248_EF_ _ _ _ _ . . co -us I , - i (1) I 1 I 1 - I -0 EL 117.00 A _........,........................... . ,,, EL 117.00 . ■IIIN I WEI CT) ZO1 1■1...1111111111111111111111=11 07.1111111. 11 MR •••IUIIILJIII , I ..1 'IIII 111111 Ellin=PP- ‘111111-44111 Ili. 1 I 4-#1 0 EF -0 I i- v) • ' • ! .. b.. I. • II A.". i ' .4- T -11111111111M111 -1 -11 -I -1111111111M atii - - k . PROper,,,_ co Q. 7.-------------------------------------- ---! lik - D - a 549 111 II II 4? _ A. . . D I e #5 STIRRUP @ 6" 1.44■. 41;* 440 * I> g I . ' k hi i . 1 1111111 v il. ' b - ft,' ""."-1"`-i111111r111111 --A - , -- •,. 549 1 11111111W #8 @ 12" I I ' • '4,1' 22 \-°) 4 #4 STIRRUP @ 8" 14,,.. ' • I 2'-0" 15'-0" 2'-0" 4'-6" 10'-0" 2'-6" 15'-0" 4'-2" • FO 0 .2 trap vim pop- ime imp -am im.-as ali.ria min 161) EXPIRES:12-31-05 N- Lo . SCALE WARNING SUBMITTED BY 01 - ' SHEET: OF 11) 0 X 1 DESIGNED C LEE O 1 . I (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( 0 M VV - -‘, DURHAM FACILITY DWG: 'I 00-S-045 z %"=I-0" IF THIS BAR DOES DRAWN T MA H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION INFLUENT PUMP STATION -0 o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DETAIL - 3 DATE: 11-APR-2005 --) THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 • 12'-6" 21-0" 15'-O" 121-0". 32'-0" 4'-2" LO I 0 0 I I c , . . ° - D a I ° .! P A , T I I I I D 01 ! ! D A .I ( a : I P i PLASTIC LINER (TYP) I I ' o ! I ALUM GRATING 2 1 11 � -6 I ! 21-6" 2-6 1 I - 41-6" .,, , _ 10'-0" �� 21_611 �+ 151-0" .... I (TYP) w-501 ,cam. , I ! ' I I - I I A I �II I- QL . 6 GROUT(TYP) • I �-- - - - - - - -- - - --l-- - - -- - - - - - - - --I- - - - - - -- ----- -� - --- - - - ------- � -- - - - - - - - -- - - � - - -- - - -- .I■ - A - 1 E I I° PLASTIC LINER (TYP) I Al • � - - - - -- - ---� - - - - - - - - - - -- -- - -- - - -� - - - - -- --- - - - � - - - - - - - - - - - - - - - D • ' I ( I I I I P ' ' 0 : ■ I _ 4414. .____ ___ __ _ __ _ : I I 11 EL 102.50 I I - •• EL 102.50 A II 11111111111111111=1 C flT::1jT:._1 ! = 4 • i g I , rumni.J • ..._ i _ A - - PLASTIC LINER (TYP) j A ' '1111111111111111 . • I I frI.• : p A .TYP 29 ! ! • (TYP) (TYP) • I 5-563 a 100-S-063 j ' I I I I I ■ 6111 10'_O" 161.01 I I I I (�. • - D ' 1 I • . p 1 I D • I I . 1 - (© - I I • A . . ■ ' . I D .• . ' . • - . I pl C> r?• p p S-144• - (-5 .. • :- I ! - - • I - EL 85.31 c I � �1 • I NOTE: I ! . + EL 84.64 SEE SECTION A/100-S-044 • - 8" GUTTER I i FOR REINFORCEMENT • • � � I ! • • .� BOTTOM OF GUTTER �• SLOPE ,II ° • • • • •• EL VARIES FROM 77.5Q . • - - - - - rn • • I • a TO 76.50 D 1 to :.:::..- a j >• p A I C a- ALUM BM - D - A '' • 1 _ p I - p p CLEAR GATE ° - A c` - I - BY 2" ± (TYP) D . D ! - D EL 78.0 ° I. I D I :° ::.;: 1 I•:, ' ♦ r - EL 77.67 p .. .. SLOPE EL 78.00 .11 I S , • . I , 1 vii _ - • I — � • a - - a� J F as d - 21_211 4 D 4 - C' 4 d� 1 1 +1 • -1 1 • -1 •1 r • 1 • •1 - • , -� 4 - . I Ca EL 71.92 r . . • . • • - . • • ' • - • - - -- - - -- -- - - - - - - - - - - - -- - --- - ------- - - -- - - - --- - ------ - -- -- - - - - - - _ ••• . •moo •�,o •moo p�, .�. •L. - ° _ � ° �. . b�40i os�j/. 0 0 0 0 0 0 0 0 •itc1i.1i [!II/• o /• o p I p l� . �/• //OQ //.Q� �1• //•Q •QaA �� //•� //•� . Do° .• o�°o,t. 11• v c,I �-� /j�v •�w • !v/[�ho • tt//t„'YI JI • • • • •fVJ(�Y/ (v/l�o •• -v I> I p D p D r plows l* ` Zo ca A . A p D G - �I:i*rs r • - - - - f441{1 M�MpM #6 @ 6" EW OD PRQrrF to ...............1 i� .r' s+rLML�M �, A I Its -W C.5 47 i•,i��M�rMb6 _ DETAIL L � osos.�� r- iri - --- - - -- - --- --- - - - -- - ---- ------------- - -- - ---38)6M-Sli kr5a§5A5,4-47‘n- �.L ��• • • ,• • •� • !1 0 �•• �, • Mrs 100-S-Q33 +•.,. / ._• �•I • .•, Q C j•!n -?54/ C k j �Q�jO(J° • : �• M r1 rrr' ■ ■ �r �r n r. n r�„r�k' r,-r�k'nh'o nr� rr nrn ,. ,�'c r...nn., ,. ,\ 1'-0” 4, 1• 4' x' 22, P 1 /1 1 11 1 1 1 11 1 11 1 11 1 11 ��'-F F 00 � 10-Q 7-0 10-0 4-6 32-0 4-2 8-0 i, EXPRES:12-31-05 r` o SCALE WARNING SUBMITTED BY ., STRUCTURAL SHEET: OF r 0 _1 ::::ED C LEE = 1. 11 (PROJECT MANAGER'S NAME) LICENSE NO. DATE( 0 ) DURHAM FACILITY DWG: 00-S-046 z 1 0 IF THIS BAR DOES T MA IN ASSOCIATION WITH: CleanWater Services PHASE 4 EX INFLUENT PUMP STATION EXPANSION � NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is Meat. DETAIL - 4 DATE: 11-APR-2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 0 0 0 I I I Al VAT VAT " NI : TOP OF WALL EL 160.33 O I II!! 0 : $11 1( _ r cil ! Q. .. Q I .. ' 0 -. I I , P i I " i 6 j II 1 / Q 11-0".. '-011 a I TOP OF ROOF EL VARIES aH- a j FROM 155.50 TO 154.00 j j / I .. / A I _..—,' s r • E I I a • i I 0 I ! I '., I SEE SHEET 100-S-043 AND I I •;' O 100-S-044 FOR DETAILS NOT SHOWN •HL%%\ 'A:`'. r I. I I / I I I I I / BEYOND I / j I / I , ( s ° + , • ' 2'-0" i I ■ ■ ; ; I / *4012" ■ ■ /H S410 ,I 1 1 , , I I ■ . � � ■ 1 I ";•• / �/, , r - I Q ( ----L" i ■ ■ ' I I . p / SECTION AC (TYP OF 3 A I 1 III II / - GRIDLINE 4) I I 1 , , 1 - ' / j I I4 el. .. . .. 11.011 I I ; I ; ; 1'-0" .. ■ / ■ ■ I , , EL 136.33 ■ ■ , ! j� #5 12" I s :'�'<I! �. T&B I I I 10■ ". 4 (TYP) 3-#7 (TYP) ='�< -v I j I # 1 • ; ; , 0 I ! I T&B o I �' EL 132.00 1 I 1 ;II , 1 (TYP) 1 '-V I EL 132.00 CL ri-. . ..0":. • • • ... • 141=Eti . I !I I R I I-7_1 I F_ co Eq._ --4 . , ' r , . .. _ 1 a. 1 .,.. . — EF. r ' Ili . •%. . . - - - - . V #4@12" (TYP) - I ! '°,; o ', V I 0 1 , `` L_ —I— 1'-6" S I I I ' 'lb .�� 4 N d' I o o ---I-- 1'-611 (TYP) I I o • 5 ca I I- —*-- I I •o p = a �� o 6. I u T . • AC -- — -- -— ! AC ! El T --r— .° - - I --i I- I I I 2_211 s j �° - — - — - —-—- -i -I I- I — — — — I- - - - - - -- • i• = • J #4 TIE @ 12" I I I I I ' ' I ACIIIIr At 7! II II I ° • ' �_ I �- I I I 1 I 1 �' EL 122.17 A . �.. 10'-3" I .�� 6-0 1„ 4-11 -.- °I •. d I AA e p :� * • . ►• • I ° �.' I • , '-"-\_�. A :/ j - I SEE SECT 25A1100-S-060 .3 - 7° FOR STAIR & LANDING . -ba'. w AC AC o - I- I ' ,. REINF (TYP) a — 1 2'—O" i A. D 0 I E ~ 2-#7 (TYP} #5 @12" °I� • `'0) a ,,., b 1 - 1A 1 EL 117.00 "'!—" % T-V i I EL 117.00.4 slig.--- cz. 'I. .. • .. • P __ . — _ PR Mill r —_ 1 I F•o. - ter — ---- 1 ------ • --- •— ------ -------..—. .�..—..------ - ---I #4 @12" . A A . I ,`•� �,=111 ` $ 't y. � � I I #fi►@ 10" T&B 1'_21' � . , - � � � 446 (TYP) I ' ' ° 1 " I '- - e . 349 (TYP) - r4-�- ° . D ! L/ 08035PE r• • °I - 4.1 ;if it #fi x@12"T&B (TYP) I , S 1 '. : I . P I 4 tr ��0N ,`\r I/ // :_______/ 1 DETAIL 5 • lk� 22,.\-� �4 2'_0'1 15'_0" 21_0" 32'_0" 4'-2" 100-S-034 lowwwwwwwwwoll �, " "' " "` + " �" " '` EXPRES:12-31-05 r- o SCALE WARNING SUBMITTED BY --.4„„...N. STRUCTURAL SHEET: OF _ 0 1 DESIGNED C LEE DURHAM FACILITY DWG: 100-S-047 „_ , (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: z -1 -0 IF THIS BAR DOES DRAWN T MA C1eanWat ' Services INFLUENT PUMP STATION o NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is Char. PHASE 4 EXPANSION DETAIL - 5 DATE: 11-APR-2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 ROOF LOW 0 �' POINT EL 161.50 7- -. 34'-8" 11-6"ii, 11/ .- ilia Mogi biii II • (ii!!!i� iiii�r�i��..■ 1111 _TOP OF WALL EL 164.33 I 1' ROOF HIGH �` --r� ' _ 11 . F- LO %hi II 2 #9 II CMU SCREEN WALL I 1'—'�� J _ - - - - 1�1n II II 1-�1--d- T T '�� -1--1'—i��_"L"[_Z T T r I' / th .a. I #3X2'-0" 1 1 - • :0 = :0 =::=0 := : :=:0= :0_001_ :_::=::-:I:.::.:._.._. ._.._..--•-------. . _ .._ .._.._.._.._..----. 12" TYP • / `�' �I (TYP) = 1 1 1 1 1 1 1 1 1 1 1 1 110 1 1 1 1 1 1 1 1 00 ;zr I I ■ „" _ ' 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 IX110 4-#6 CONT 4-#6 (TYP) JJJ .111LL1p 1_1_ JJJ 11LLLLL _ iIt I i �' , I I J ..IJ� IILLL c j I I # 11 1�` 1, ;� a. • 11 11 j I I (TYP) 307 (TYP) 11 2-#9 11 I i • 11 11 I I #5@12" (TYP) 100-S-301 S-148 11 6" 11 S-148 j I I 4 11 #4S •RUP@6 11 j I I . ^I 449 DWL INTO WALL 1I 11 I I ■ :) II II o E #6@12" EF H 1'-0" �. -0 I I I W/ DWLS II 2-#9EF II I- - .i r 11 I - (TYP) 11 ul. 6" I I I I I I I o �• 1i 11 - —... • I I I I I En I EL VARIES FROM 449 DWL INTO WALL " 2 ° j I I I I I5TO 150.50 • EL VARIES FROM o #5 @4'-6" 2-#6 I 3 #7 151.00 TO 150.50 -1 _ @12 3-#8 (TYP UNO) M III Ob" T WI I I I II ` 1><-1 JiL� � li, Po- iti. 0 ..... .... .....,," ,,...ir OWEN 0 .. . . . . **.4IP I 1,�� o ' . _ J 1 #4@ 6" b I �i 1 #6 (TYP STIRRUP M ' • r)% 2-#6 EF ■ • :Li 0 a . ! s #5 @12" �t 849 4#5 #4 @ TIES @ 12" - lr #4@12" 6' — , A I T&B (TYP} -....--r.._ 1'-6" 4-#10 ANCHORED d.. 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EL 164.33 II ii 1 , II II , I I , I I I I , I I , Ir) I I I I I I I I ALUM S 319 ,, , , , 0 , , , , S-501 1 S-516 @ OPENING SIM cNi ii 1, 1, I, 1 , ti II il 1 , II 1 , t=1 i' ll I / 100-S-302 S-410 W/2-#6 @ TOP a_ II II I, II I' 5 I, I, '1 '1 HIGH POINT AT '1 3 16.....1 OF OPENING II II II II 1, g y- il 1, 1, 1, ROOF EL 155.50 ' i 1 5— "— i I, I, I, ,, , , , , , , , 2-#5 CONT I: / il 1 I' 1 il 1 il 1 I ' 1 3 T& B TOP OF CMU WALL EL 159.83 _ as _ i 61 1111 SIM . 0 S-540 ::2 I rill I r> SIM i i 001 I 0- S-545 0°11 1 #4 @ 24" i g 0 : 8" (TYP) ro ! 0111„0 • ht--4111 TOP OF LANDING EL 157.88 I 0°0 ° •.- 04 SIM FLUSH TYPE ------ 'AIIAIIIIIRIIIIIIIIIIIMIF:2 .. '- f . 00 1 . elo NO LADDER S-216 ACCESS HATCH ) #4 @ 12" EW / ,---- iN-.77 ! 010 I / mi , ',... .7..7- -- ,, 0 ' 10 0 4 W • „- • . I., 11 - 2 Lii 8" CMU WALL G.) 414 .. W ...... ...... -.... -c) • 4 0 0 0 i SLOPE < 0 ' 0 a. 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DETAIL — 9 DATE: 11-APR-2005 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 I \ 2'-6" 27'-6" S-q j +NI lio■ -.611 -411 It) II 0 0 CNI th II 1 I , I II ai re i I c..) I II "5 o_ \-- - I --I TOP OF WALL EL VARIES ROOF JOIST (TYP) I PRECAST CONC COPING - 1/1 SEE ARCH'L DWGS (TYP) 4-i#6 CONTINUODECK US 4- W ROOF -P3 1 ' ' ,. ' " c ? P. TOP OF WALL EL 164.33 ■ 9 OA L..... • -4 I ta D r0 D . ' i" - I g . A CMU VENEER SEE r, D ' A ' • C •A 1> ROOF EL VARIES SEE ROOF PLAN 1 .. ----- - ARCH'L DWGS (TYP) c /-- 5 VA i ✓ 4 NOTE : I 1 ( Thk'i- - .. - - - - - -I - - SEE SECT 14 /100-S-056 FOR 1111 0 WALL, SLAB AND BEAM REINF 0 ' . • - - 4 - °I - __-, S-148 UNLESS NOTED OTHERWISE 448 CONT 0 , - . • , I" > II g ° 41 111 301 qk 5-530 SHIP LADDER . ..4 FOR RAILING SEE DET t......- A (TYP) 1 100-S-300 S-563 (I) 4,...1 E? 4-#8 / 0 &) I c I V EL 153.33 1. 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DATE ( ) ) DURHAM FACILITY DWG: 100-S-052 z , %a =1'-0" IF THIS BAR DOES DRAWN T MA (PROJECT MANAGER'S NAME) LICENSE NO M IN H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION INFLUENT PUMP STATION - . a NOT MEASURE I" SQUI ER ASSOCIATES- ENSR INTERNATIONAL DETAIL - 10 DATE: 11-APR-2005 -) Our commitment is clear. THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 0 2'-0" 2'-2" BUNDLED 8-#10 CONTINUE 1t_Oft 1... ., FULL LENGTH OF WALL -4.3 '44- I , 1 1 - - A- - - - fj- ------- - _ _t____ _ ___\I\___ _____I___ _ _ _ _ ___NP__1-- -- - - - -- --_ _ .r.. _ __H, 1 - N V, 4 06° r,i P ° . ' #8 @ 12" I 1 I I ' 2'-0" #6 41 Q _ E? 3 -#9 I I I I I #9 @6 #7 12 I r" '` r� — '' cy r/ EL 117.00 T ‘ . 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IA I A EI I i i • 1 . 4 . c> r E I ri.! -I A � ° - , � I #6 8" , _ `' 100-S-054 I - � - —-—- 1 V I ' #9@6" EF W/ e I 8" A A DWLS (TYP) @ 8 ' 1 0 A . • ° • I A - A I SEE SHEET ` SEE SHEET 100-S-053 a { A • d D . 1 100-5-053 . . 4 _ FOR REBAR DETAILS ► _�„1 FOR DETAILS■ 0 ! . • o - ■ SEE SHEET 100-S-044 2'-0" 2'-0" • ` . . I o w . 10 - 4 _ 4 1 BUNDLE 10 -#11 FOR REINFORCEMENT TYP (TYP) ', -I CONTINUE FULL� DETAIL (TYP} ( ) �I I _ v 1 I, . ...•'• .00:7141111•0�� ••411 al 0 ..c�..li ;`!! LENGTH OF WALL I ' _---' __-• -_ ;eeai;' , a I co ' -- - ---- --- -� - - --_-- -- --- - --- - ----------- -------- - -- ' 1' - w f 1 . i - -, '1 1 I 1 ( - I IIWWWW ;1 i 1 I 1 1 1 4 1 i 1 I s 1 1 - 1 f" 14 D 1 Q © ' ::L4T I :f4- D D - i Cn ' •, II 1 <1 4•C - I I I 1 . D ik i IQ a ( 1 - 4 I i 1 • i • • • 1 1 . ♦ I 1 1 { I I Li "I 1 ra . L • • 1 i ■ 4 1I 3'-0" 1 I 1 t__ ;-t J 1 #6 STIRRUPS - { I 1 1 @ 6" SPACING 4 #4 ST RUP II I 1 ' Ali II I 1 , 1 . 1 _ . I I I 1 I �__ . r � 1 4 ♦ . 8'4" 4 - �, p . G 1 I 1 I c 1 I 1 4r_Qr1 r ill `� ' 4 ° `° { I _ _ I I \\ (TYP) 12'-6" �" EL 92.15 O i % J `.. ,` \ ' 4 _ 1 o I I - •\ t ; : T a " CHAMFER • \ :A tii� 4 4 4 s I 4 (TYP) a • - - - - - -� ' � \ - � 16-#8 ' \ 1 Q = 4 . \ (TYP) A - _ #4 a@ 12" (TYP) \ ##8x12" EF (TYP) 100-5-063 °o /��♦14 44.a�'�r��-!t i f'ff i��-�* *!!.!f!!1 f,��f w�;*�til��!4-.a"ti#!�!.�'■ ~ � \ � � , -C. \ v • . \ 4 ' \ 1 SECTION 12A a - a \ -- SCALE: " = 1'-0 " SS PLATE 100-S-054 .� I • \ I #11@6" EF W/ '� 03 j . • \ DWLS (TYP) 100-S-050 \ 111. . A oi I :# 10 @6 "W/ DWL . • • • \ - fl _ - I o EF (TYP) \ Q - �\ 'z . . . . . , \ 4 - 4 cn I `� 4 fl Q 4 cI •- • #9 @6" - #8@12" 'EF (TYP) . ■i - I iuilliomowuipr,,, � --- - - ----- - -- - - - -------- -- -------- -- - ----- - • • a - - - -- - -- -- - -EL:7-1-.92---- --- - - - - - - -- --- - -- , i a : JIIANIIIIIIIEmmwuri . E. jl 4 4 • 4 . - 4 ^ , _ 4 _ - 4 _ it - 4 Q - Q - 4 -I d -ci 4 - � _ 4 _j 4 4 4 ° A a © a 4 © 4 - Q q 49Pkt a 4 *IN. 'Wit„ m O8O35PE es. / DETAIL 12 ,� 1 H WN #8 6" * l Zg 4 CRUSHED ROCK NOT S O @ 100-S-039 q,P Y 2 2: �� r' FOR CLERITY(TYP) FOR REBAR DETAILS TYP r " F 0 15'-0" 4'-2" 1 62'-0" ( } 10-2 Vs 12'-0" FO I0 ' EXPRES:12-31-05 r- - - o :::: WARNING SUBMITTED BY CO STRUCTURAL SHEET: OF LO 0 X 1 DESIGNED C LEE o (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY DWG: 1 aQ S054 z IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH: C1eanWatServices PHASE 4 EXPANSION INFLUENT PUMP STATION _APR- 0 NOT MEASURE 1 SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is clear. DETAIL - 12 DATE: 11 2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 0 0 2'-6" 1'-8" #7 STIRRUPS '' 1. @ 5" SPACING 1'-8" 2'-6" BUNDLED 8 -#10 CONTINUE FULL LENGTH OF WALL o • — — — — — — ---—-- ------ -- - 1— —- — - ---— - — -—fi- — — — - —-— —- — j— — - — -— — - —- —- -- —- BUNDLED 8-#10 - N I I I I I CONITNUE FULL , • a . I:- -- LENGTH OF WALL a c? I I I I I I r / EL 117.00 --- 1.-._ . rI 1 1 1 . EL1 7.00:II I I I I 1 — s 1 - - - - r I I 4 - A I .. 1 I _ : :A. • - p o 1 1-•i a 1 N 'ai : IMEIMMA A ' I . . a & & a & • •. • 0 I—4.7 a • • 1 • ;i 0 • . ■ .• ; -—H - 1 . a a a • • • �� : a/ • • 1 •• :...................:......:. . 1-r • • I ■ 1 I 1 I I I I 1 1 I / I ' u 4 • ? .411I I l SEE 11/ 100-S-053 4'-0" 11'-0" 2 O" 4'-4 I r FOR DETAILS • • I . 4 th #9 @12 EF j : 1 _ 4 • I I ) -I r ` : J W/ DWLS (TYP) I � I —I 1-r 4 •B DWL o I I #8@12" • . #8 12 EF TYP a I I I SEE 29A/ 100 S 061 :: :: .: '•• . .•. . _ . � �•. : •;...:...:,..:...... :...:. ..... .:....:....,..:. .........._.......:. . • <: :: .:........ 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DATE ARC PROJECT NO.: 4969 0 27'-6" 21-6" 0 1\e/ 1 ill," IN - TOP OF WALL EL 164.33 0 • -4 1 8 5 1-0" 307 TYP) 6'-Off 8f_Qt1 51_6n f Il 1 " 4 tl it 100-S-301 ♦ th I I°id / a. #3X3'-0" @ 12 ' a 4 • . . / , W/ 12" END HOOK / CMU MLYP) I I I I 1 L CI o I I i I I;• 1 r 1 I 1 I 1 1 i (TYP) I 4-#6 (TYP) 1 I I I q / I I 2-#8 EF (TYP) 1 SIM S-148 I 1 I I I I / 448 CONT ♦ I I ♦ ' ♦ I I ' ` I I I 2-#8 EF (TYP) \■ I - ♦ I I ♦ I ♦ I • •♦ I ♦ - 4 - I I I ♦ I I I I ♦ 1 ♦ I / 1 [1: II it ► S I`♦I I I ♦ I ♦ I I I ,I 74.co 1 1 �. 1 � ♦ I ♦♦ 1 1 I I ♦ • ■ I I ♦ 1 *4 1 •1 1 I 4 I ♦ 2-#9CONT ♦ I I ♦♦ �I 1 I ♦♦ II 1 1 ♦♦ I I © q • I ♦ i I I I ♦ I I ♦ I I 1 .01 cn ♦ I I I, I • I I , 1 I I I ■ 1 11 ♦♦ 1 1 II ♦ I 1 1 (TYP) 1 I I 1 S-148 1 1 RI I IFEII I 1 /:\ " 4I ' 1 1 51M I i ,I I i ♦ I ♦ o o 1 I I 1 ! 11 1 !! 1 ti I I 4 I I I 1 I 3-6 8-0 5-9 8'-0" 2'-3" 1 I I ' I I I I ' I I I I i 1.-4 --- _ _ __T _-- - ---- ---- - - 1-- - — - - - - - - - TOP OF PLATFORM 1 I: I I co I EL 144.00 I I 0 1 1 1 11. f 1 I I I I 1 1 I 1 I i i1 I I , I I I I #6@12" EF (TYP) SEE SHEET 100-S-300 #11@5" W/ I ■I FOR PLATFORM DETAIL '�' I I I ♦Ii DWLS (TYP) #8@12" EF (TYP) , I I I ,;71 — —1 pi .. .... ., ..,. . .... 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(,JZ { �V Q • (f :, 103 E' F0R 0 4'-O" 111_0" 2'-0" 4'-4" 4'-2" 27'-0" 3'.0" 0 EXPRES:12-31-05 ti o SCALE WARNING SUBMITTED BY �, STRUCTURAL SHEET: OF r 0 li 1 DESIGNED C LEE — DURHAM FACILITY DWG: 1©o-s-a�� I (PROJECT MANAGER'S NAME) LICENSE NO. DATE • "=1'-0" IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH: Clean' Later Services INFLUENT FLU ENT PUMP STATION N SQUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. PHASE 4 EXPANSION DATE: 11-APR-2005 � NOT MEASURE ? DETAIL - 14 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 0 0 0 0 21-01'w 71-10" 21-0" 21.1-0" 31-4" 11-2" 31-4" 21-0" 11-0," 31-4" 11-2" 31-4" 11-0" .. • . . .. •.. ill-0,7 31_411 __ _ ,1-4" 11-2" 31-4" l'-0" Li, 1 . .----0.-0-p-0.--...- C c) cIl 01 N. +IIII 1. ill I* le IR, VI Pr .--1110. '1111 1111w 1111 Po 41111 OP .011- I I 4±1 ii +.1 41 ill? .. ------ .------ E9 .. .---- - I .. 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MO la ■ tr) / //2 I , 0 ..? U) 0 I- 46 ,., // 0 1'0 7.- PLAN AT EL 117.00 I 15 z ‘t cc i ;41-: CN 6,..„J PLAN AT EL 132.00 I 17 PLAN AT EL 144.00 I '18 i PLAN AT EL 125.00 I 16 b 0 _1 - . Cl) 100-S-016 r----1 0 w - I 100-S-021 100-S-016 w 11.....1 100-S-01 6 I 111...1 111.......11 a. 11.m.....1 -E 4 , , . 41 = . ,. . , DEPRESSED SLAB 0 . ,-. , 1- - - - - FOR ENTRANCE MAT , 0) !7' © SEE ARCH DWG u) AI AGS-rAFAei;*:aii Pr: 1.._ ,-- „.... .. .. a. 1 rct co u_ E 1 IT g I y EL 144 0 ca w o 't) A cn ,I a) . °I I C co a) LANDING f) .00 r) I C II ) ._ U) a) Z ±...■ 0 L 1540 r--Ti . 1CO-S-058 a w 4.......1 I- .4 a) a cia,%9 PROres„ EL U) 0, 1 at 41, %, m =II y fl , 47 08035P;# T-- ai it 1----1 s ct. 01116011 ,\\Y. 100-S-058 + 4 22 N'cl 4 11......1 PLAN AT EL 150.50 I 19 IPA_ ' x■r" R e roct9 100-S-016 Li.) IIIII EXPIRES: 12-31-05 N- o a SCALE WARNING SUBMITTED BY C') U, T.- 0 1 DESIGNED C LEE --. . STRUCTURAL SHEET: OF b 1 - I 0 0 N11111 ----‘ DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-057 (PROJECT MANAGER'S NAME) LICENSE NO. DATE z H IN ASSOCIATION WITH: sa - X"=I-0" IF THIS BAR DOES DRAWN T MA CleanWater Services PHASE 4 EXPANSION STAIR NO.1 DATE: 13-APR-2005 o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL --) THEN DRAWING IS Our commitment is cleat. PLAN DETAILS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 • 0 0 I ' '/• I . I .1 I I o ---II 1 ft I 1 II 1 %II I1 11 II n I n I I I ! I r 11 11 11 EL 168.58 I I II II 1 I .. II II ...- ' I I 11 II II 1 0 jJ II � I II 1 II II I I 1 a) • 1 r- -) l E r r n 1 I, I ---.--'__"— —"__ I L ,v , ■ I/ I I I . 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I • ° I I — — — — ' . , EL 125.00• i oS-153 �, /.�' /" / I r , 05 W/#6 a@ 12 EW /' /- -..4 I/ a - • a. ' a 'r /.� /" ( cL I I I 03 • LL I I • 4 I /'' /' • A - E �' I /, ' ` I Q ♦. o '/ 4 17. EL 117.00 I EL1 00 I I I ! _ t ° o Tj I 4 ` . D b . I . . � } • ; ' c: �• ° D I .. . I' 4 a..' A. I I D , C' ,, r 2 - . II ;Ii D I I I •■I a D C q * *1c*;*;2. I D I D 4 a , I o I - D C 'r o D t D) • -r/) \p al , •co D co `f n, a VY v) �N f O I/',tt Ck 08035PE r '� SECTION Fin SECTION T 100-s-057 100-s-057 *9 41' 2 2,1°�� 4 FFofko EXPRES:12-31-05 r- a SCALE WARNING SUBMITTED BY --‘k. STRUCTURAL SHEET OF r 0 X 1 DESIGNED C LEE I I (PROJECT MANAGER'S NAME) LICENSE NO. DATE INFLUENT PUMP STATION DWG: 100 S 058 z let"=1' p" IF THIS BAR DOES PRAWN IN ASSOCIATION WITH: C1eanWatServices PHASE 4 EXPANSION STAIR NO.1 o NOT MEASURE 1 u SQUI ER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 THEN DRAWING IS Our commitment is clear. SECTIONS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 In r 0 I I 5.-,1„ I I! I I I 10'-11" I I 1.1 51-1, " ... m CI) 100-S-061• 1 00-S-061 ' i a Q 1'-0" 8'-0" 4'-p" 5' 1 Limmimmmia N , — N \P I- _ I I I id 1 NI\ zy INN, tes 0 — — 1 _ _ V o i I _ I I I 49 I I I ' cV r I I TOP OF CONC I PAD EL 85.31 ----- -_- - ----------- t 12"X12" GONG COL I FLOOR EL 102.50 I I UP TO j I I `r' c ! I 1'-0" (TYP) EL 102.50 0' cam" ---- '- • I r En I , E I --► • ( 18 R) DOWN TO I I - -- - - - - - - - - - - - - - - - - =-� - UP TO A A 1 I. - --- - - --- � �' T EL 92.19 I 1 - - ---� — ---- - _ ---- ---- - -- --� ; ( 18 R) 1 ' -� EL 112.33 �' �t , UP TO I ( 17 R) c� w! I EL 92.19 - - 1111161b17-. -- - - `°i 1 ?�0 ( 12 R) 100-S-061 FLOOR E i - -- - - - z - -- - - -- - - - --- - --- ---- c� 00 L 102.5Q I I I t . Ft_ W , , 1.......71 j I co O 1 1 Limmimmommil r I I A I i I I C I I = 100-S-061 I t - -- — ■ I I ( I I r- — I • I I I I i I I I Eil I I d- I II I II I ! I r 4 I 11 I 0 .Gh I I I I I 1�_C -I-Y I I I I 1 , I 1'_0" (TYP) . I 1 1 I I I I 11'-6" 14'-6" 6'-O" I v. `. I 1 ( STAIR WELL OPENING ) I II I I I 11_0,u II I —'` '- TOP OF LANDING I EL 92.19 PLAN AT EL 102.50 22 4'-0" 10'-1" 6'-0" 4'-2" 100-S-011 ( 11T @11" ) ' PLAN AT EL 85.00 [iT ] 0 ' 12._8.. • 2'-10� • 10�_p��0 I •100-S-006 n I 12-3 j ,■ 12._3. . . 4�_8„ . �■ 5'-1" . I j . ( 16T@11 ) O I ' 101-11" '' V ! I 6" CONC WALL 1 - -0 1 I N 1 -0 (TYP) oo s s, I 0 a I I 100-S-061 • I ► •■ ■i ±17 i \II‘ I 4\---1 \I\ --"\P I a) i i - - - , i p I I I CV ■ .y a , - - - -12*X "�-COt�t- - - -11T - - - -- - - - -� - �` I - - - - - -� - _ , — ■ © I COL BELOW I ! 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' , , ..-- — ._.... ......._... ..... • -o c -0 1'_0„ to TOP OF LANDING —.` "'- �D PR . �- EL 112.33 •�-_ _ '�+,, 1 -0 (TYP) 444• -� -� } 6'-5" 14'-9" 12'-10" 2'-2" 08035PE r. hi 10'-11" ■ii • ■ ( STAIR WELL OPENING ) . . . . '.,, , 6'-O" NOTE: ,\\* PLAN AT EL 112.33 1i51 STAIR NO. 2 AS SHOWN PLAN AT EL 117.00 24 . 4y 22, ■! 100-S-060 STAIR NO. 3 OPP HAND 1oo-S-016 E F099 Lo EXPRES:12-31-05 0 SCALE WARNING SUBMITTED BY r — 0 1 DESIGNED C LEE '� STRUCTURAL SHEET OF I — '� INFLUENT PUMP STATION 100-S-Q59 (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� DURHAM FACILITY DWG: z X"=1'-0" IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH: CleanWater Services STAIR NCB. o ' NOT MEASURE 1" PHASE 4 EXPANSION 2 AND NO 3 -' THEN DRAWING IS SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is Near. PLAN DETAILS - 7 DATE: 11-APR-2005 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 • • 0 4'-O" 20'-0" 3r_9" 51_5" 2'-O" 1'_0" n n ( • • ■ • • Ili ■ . ■ ■0 71-4 4 r-0 3'-9 n 6-3 n a ( 7T@11") I . 3'-0" I o I I ci I I ! ! T I I,I. V I! I!I -a co 1'-0" (TYP) 100-5-061 I I 13._ I I I I \ 1 ---i . "�'�' I N E. 1 g " 6 CONC WALL� � 6 CONC WALL I I� BELOW i — — — � � w n m BELOW 25B T I - j j l E I � � I I I �� j ' ° I IT ii I I 100-S-06j I I . I I to i' I l t I I I _____ ___ ____ ___________ — _____ __. .2 te-T b _460 at, =WI � 1 e� N I I I I " I C, @ I FLOOR EL ;117710 EL 122.17 ' ' I L ' ' I lit 1 1 _I • ..- if ' I I •I 1 1 I ( 9R) f1 1 ['i I I i I C'') �- -, f I 1 I 100-S-060 1 I I I I-- --- "---- ---1- ---- _- - -,-- ---- -_--P- _ - -—- —- I I I ,\ I I I ' ' ... L —I- - =\ — I L _ ' I i ♦—TOP OF LANDING ¢' --- --------- ---- • ----- •-----I--- ---- - --- -I-_ . -- -- _- -__-_-_-_ - J i J EL 122.17 �'' - � � 1 —ri--:'-- i I I I I - ! L — J L — Ii — - -1 Z _I ' j I I I I • w w I ------- - — - - -- ---- --� -- _----- — DOWN TO c°I I I ° I I 1 1 I _ ____I___.f* EL— 112.33 j o- LAN!I_ * '1.1) I I I I I I I I c� Q EL 1 ( 17 R) 1-71 100-S-061 o* I I I I I I I I I I I c1 I I I I I I I I I _ cv I I I I I �, - I I I I I � , I I I I I I I I I - _ I I I I I I I I FLOOR EL 132.00 I I I I I I I I I I 1,_0rr I I I I I I I I I illj--.: -.— I I I I I I I I I 4'-6" 15'-7" 1'-0" r OP PI 17T 11" I I I I I I I I I U AL( } I I I I I I _ 100-S-061 1 r•q 6'-5" 14'-9" 5'-4" 7'_6" 2'_2" L L_ L__ I CO. . . II IP . .L.1( STAIR WELL OPENING ) `r' 0 0 LI PLAN AT EL 122.17 25 12'-10" Ir a SCALE: X " = 1'- 0" 100-S-01 I PLAN AT EL 132.00 I 26 If I I 1111-1 SCALE: Y4 " = 11 - 0" 100-S-021 ii\i---- o I a . - (TYP) I I . A• p °TA' S-153 a) — -i 2. 2 a II II - . _ /' -1 A T (TYP) i s- -- --------I f I------- - --1--- - --- - j ,,- S-153 se (TYP) \ ■".15. S-516 /- I I I I #5 @ 10 ' #5 @ 10" °° / u_� �' -- ------ _W/ DWL -- -- --- - o #5 @ 10" I,- I --'� �" ' I I I I I V -E EL 122.17 - , ./ �.! U A _• I wl ,, . - i EL 122.17 , o 00 / p r I, @ ce : 1 ,- , . - • !i' ! /- • ci r 6" #5 12" W/ DWL ° o _i 44 _ —.. W/DWL #6 �- �' #5@12" @10" jg r EL117.00 • • fin #5 t@ 12" -4• :,.-- W/ DWL ^ 4 4• 4• 4- 4- . 4 - 4 4 • 4 •, . . • . . ' • . • ° ." ° .3 . . ' • EL 117.00 • • ► • A • D • P a� s + • A' ► P • D Q .y • • 4• 4- . +�� . A • p ° E A ` A 4 a3 • F3 #5 @ 12" �� NOTE: I IA , , STAIR NO. 2 AS SHOWN . ° ' 4PRQs SEE DETAIL 11/100-S-053 \� ♦,•_ 44 ea- STAIR NO. 3 OPP HAND A . 6 FOR BEAM DETAIL ' 08035PE re' hi tt 0111190K ,\\), SECTION 25A SECTION 25B $,� .41' 22,1 t� SCALE: )6 " = 1'-0" 100-S-060 SCALE: % " = 1' -0" 100-S-060 P4 F FOR.- . U) EXPRES:12-31-05 ti - 'o SCALE WARNING SUBMITTED BY STRUCTURAL SHEET: OF T? 0 X 1 DESIGNED C LEE DURHAM FACILITY INFLUENT PUMP STATION DWG: 166-S-060 Z -- T MA (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: _ AS NOTED IF THIS BAR DOES DRAWN Clean Tate Services PHASE 4 EXPANSION STAIR NO.2 AND NO.3 0 NOT MEASURE 1 SnUIERASSOCIATES- ENSR INTERNATIONAL our commitment is cleat. DATE: 11-APR-2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC PLAN DETAILS - 2 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 \ 0 • 0 0 0 10'-11" li 1t " n " I -0 6'-5" 14'-9 12 r-10 2 r-2 rr ip,. . . . 3,_9p 6'_3"10 11111 Po \I\ \I\ Ntk L ...., 1 °° I j 13'-11" I 16 T @ 11"=14'-8" #5 @ 10" N � j 4 246 15,_8t 12'-11" 1 "X3" KEY(TYP) I WI DWL !(STAIR OPENING) < . .a , 9 1 .1 EL 112.33 7 0 /. -,- I _' _ %% 4 d (41111 96 it a ♦ . . -i o I I _ EL 132.00 EL 132.00 ' / ' - L' 11=11. 11 11 Firg i _ #6 @ 10" #6 @ 10" 3-#7 "li LI - - — .r — i = 1 = , ";_�- -I1 I W/ DWL in #4 @8 1 1 1 . 8 .-: .-i I.-k' - .. ..--- IR STIRRUPS IV =MA A! ' I I / ¢/" �- _ '1. C t • r n I /" /- P E �.,,� I 121_8" 8T @ 11"=T-4" 4'-0" y ! 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STIRRUPS '' `'' i i � -,• 1 EL 112.33 . - - - - i I EL 112.33 • \' SIM (TYP) , - - - t I SEE 25B/100-S-060 �., t' S-153 -� — — — -r✓ — I DETAIL il-6-1 1 W/#6 @ 12 EW 1 I I t► _ '_ rt I - 1 SCALE: -1 0 100-S-061 I �� -�, ,� _ I I I ■ 1 � ' Q I �� 1 L.,`..�. 1 I s N •'N, 4'-2" I 14t_8rr 1 -. ce 11'-6" ¶ - ---4'6OT-SLA11 )P-ENING -1 �- -=s`-a�� 6'-0" 1 I J I O i i l - ------ -I-I-------1- - --1---.. I� I I 4-#6 - `` .` I It 11, = --- ---1-1----- ---I--- -- - EL 102.50► r EL 102.50 I I . I 11 - �-` --.I = I I I '` r N. . '4?f i I , I O ■. i■ .i . i , .l. ■•�■■ i.. i.■r..■r.■.r�■,�.. •■ ■i. ., .0 I - .- —I— -�. I --'I I I #4 @ 6" . ,Nt .. rco j I I I STIRRUPS o \ i � ° , � ( � 1 10_11" I �o i 1 1 co co 4'-O" 11 T @ 11"=10'-'11 ,-/ I\ �I 6'-O" � 1 1 t_Ot' a. Y I 1 /--I, - '� . „TTT, EL 92.19 c / EL 9219 i I I o .f.-" - - - - 1 �. /-y-' - — — — — — SECTION 129A1 1 v� _ /1 ,� - a CD /- 1'' -/ t - - - - CONC PAD / , / _ SCALE • 1" - 1'-0" 100-S-061 Q. 1 N '5 I /- EL85.31 - - - - - - - - - - E1 , EL85.31 (..-� ..,�_ - - - - - EL VARIES 0 r u - - - - r , I I I U I Iii I i 1 I E L 78.00 I E L 78.00 1 1 1,....___ - I 1 .o fD5 J a c rn ....... ,-.... - .... v c v_, ....... i EL 71.92 I ��' � ��. a rn I lei s 4�► +. �i •., . \ '� 05 0 3 5 PE �..- U SECTION V SECTION , "\ SCALE: 1/ " _1'_O"Y4 100-S-05 '!''q� Z p 2 2.,.‘"°)°) i'll. ISCALE: " =1'-0" 100-S-059 '�f FORD 100-S-060 100-S-060 to EXPIRES:12-31-05 r- o SCALE WARNING SUBMITTED BY M STRUCTURAL SHEET: OF in o X 1 DESIGNED C LEE INFLUENT PUMP STATION 100-S-061 ii 1 — I �, DURHAM FACILITY DWG: T MA (PROJECT MANAGER'S NAME) LICENSE NO. DATE CleanWate? S ervices STAIR NO2 AND NO.3 Z . AS NOTED IF THIS BAR DOES DRAWN IN ASSOCIATION WITH: o NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION DATE: 11-APR-2005 THEN DRAWING IS FORDHAM ARCHITECTS ASSOCIATIVE INC Our commitment is clear. SECTIONS M REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 4'-6" . . 10'-0" �+. 7'-0" _ 10'-0" 4'-6" " 4-6 .� 10-0 .�.. 7-0 .-. 10-0 4-6 61-0" 6'_0" O 0 3'-0" SC) CON L 0 N :1110 a 12" ALT BEYOND a -` (TYP 3 PLACES) SEE a @ 12" @ 6 DET 12A/ 100-S-054 rlii T •--------• 1 T f 11 •--------• EL 102.50 ` - C• .____.__. D III I ° I I D ,__.____. D• ,.. ==___- D III I L�. i "_�'r D p p p p D 0 (Z — D P D .=_. _ 111 ° III I ° 11 I I • a __ I p 7', >N.. .11NI 1111111111 /1 ' D : bi p• ; s a �' I III ( ° p 1 III I a D - ;C.: I D ' - D D 0. I =__ , I III 1 1 III I '==== === I #9 6" I 1 i= I III I II I @ I I #10 6" I Ja I ,E== I III I 12 III I I ♦ I #10 @ 6" I ' I I ' .V) I ==- -E= I III I ° p I III I ° = -_ #8 @ 6 �' GROUT AND o NM 1•1111.__ I I _ I I I I OP"� :___, 111 1 I I 1 I I I I I PLASTIC ED E I -----�11�i1----minim! 1 III 1 111 I D r �11�11��u��--- I , IA LINED TYP 1 um,' 'il�lllllli a _ p 11111111111' 1111111 l J _ �,. J (TYP) I�I1111' I ini�� '�IIIr� I 111 1 I I I I I '1�IIIIr' �!iiiii D N14.... .� ti ',irr I D �11 _ p . 1 D 1 EL 92.15 •R III i - III I - I N 111.. •III III I III I 116. .I1 I in D NMI "limb' Minn - ° unn, ,riillil► grim A - p . ° - O 11111111 •IIIIIIIIIII, AiIIIIll III I a D III I Innllt 1A1111111111. 1111111 I p • D D D C'7 w • . a •I _ a . . a - I I I I I t ©- A A. ° D I t i 1 1p p ' #11@12" ALT A ° D D D) D ° p 4 D p j I I I I t' D . © D p ° D D P #1 a fi" - D . I @ 6" - p - I I +• :� I r• @ i- - - - - ∎ x@12"6'_0"I _ _1 I - ' ' • �- I W/ DWL #8 @6" I I I I 1 I I I I I W/ DWL W/ DWL I I I I . 1 I . . D . . 1 I . I . D II I I I • I I ; A . . . 1 I I . . 4 - I A W/ DWL . D . ; , ' ° W/ DWL ► . 1 I• - I . 1 I - - D - -- 1 I -• .1 ° • - D - o° EF I I I • A 1 I I . p 1 I ° I• I> I I I I . • ° I ' - I I • • _ 1 I • I o I I I D Ip I I 1 I I En I I _ '4. EL 78.00 I : I I : . I to I L I I. I , _ 1 I , , - . D - . . I I . . I . D . _ a - I I A I I I - ' . D • • . D • - 0 - A I t . a . 1 I . • I . A . A • A , A p D ° I-.viuuuIuuI - _ - I t a D 1 t I C. D p °D D I I R a p •1O0-S-062 I I I I 1 I a D D h• . 1> •■ I J I i I 1D • a EL 71.92 1 A I I I ° I P - • - - - - - - - - - - - ► - - - - _ _,. L • • • 1 I I . • • •. •. •• I I •' •. •. J 1 r D D D D P I I 1 I A ° p A D A A A• D•I t Q 1 " :•• • ° p D °. p • I I CO - I t - I t N I I 1 I 1 . • 3'-0" 13'-6" 3'-0" 13'-6" 3'-O"PA . • D - I • - . • I I • , • . ►14 •� q ► *1 r . 0 A - I I . • I I • . 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D .••S • ° - 1 I _` o . _ i 1 �� o• ♦ 5-#7EF `� A - - ° - �� D p f -I ° f I oA ° - •- #4 SITRRUP @ 8 CO I D . > I / I .D P -E I I I I I • 0 I I I I I .E � ..C'' . 1_ a 1 r 1 r , > . p• I �I GROUT(TYP), I 1 1 ♦ I .. ■_ ∎ _ . , . • • • • 1 I I I 1 #4 @8 I 1111b1 \ (TYP) 8 COLLAR boo -062 1 I ; a 72" ID CONC WIPE �\--GONC PIPE TO WALL S-365 SEE MEC'L& CIVIL i . f DWGS (TYP) i -.f_ 1 ".?:-. fcSki„S)PRkil‘fi_ co 4'-6" 10'_0' 7'-O" 10`-0" 4'-6" R;, �-� a ixs D . . .. .. .- ��, RCP & ;# +f oc 08035PE LL ..�f DETAIL 27 ,\\)`DETAIL 28 4' 41' 22,' / SCALE: "= 1` - 0" 100-S-006 0" ,F 0 SCALE: "= 1' - 0 F FO's 100-S-006 ■ I') EXPRES:12-31-05 r- - - "o SCALE WARNING SUBMITTED BY STRUCTURAL SHEET: OF 0 X 1 DESIGNED C LEE o iiiiin5 (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-062 Z .1�_0� IF THIS BAR DOES DRAWN T MA ( ) ) M W IN ASSOCIATION WITH: C1eanWater Services PHASE 4 EXPANSION INFLUENT CONDUIT o NOT MEASURE In SQUIER ASSOCIATES- ENSR INTERNATIONAL our commitment i5 clear. PLAN AND SECTIONS DATE: 11-APR-2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 551-11 745 '1 361-0" . IN Po ................winumk_X........................1 1 1"'1 / 116 " ...—_____.... .......... B C I D I 0 III 11.0 3 Yis 100-S-064 100-S-064 • 100-S-064 .1111.••• i III 0 71-11 14 " GROUT (TYP) . ::: .. 0.- :.:::: IA. 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VIIIM!.....1 ..i. 0 :: . ji:. • . 1.... i . . las.. . . 'ili 341-0" . ,: . :: . :: , . • , . • . • I :, :::: :: : .. . „. . co : . . • ri :: - .: „ EL 92.15 _ _ _ _ _ . . .. " IMF , . . . . . .. „ . . : • .. . :: • . ....• A 0,.. .::• - .. .:,- • :,. • . ,.. . :: i:i: i: .i . ' .. .„ . „ : .... Cl) c . . • . • '• BOND PVC LINER 1 • . . . : :::,:„ • .::-:„ . .::-:, . ... . . „•:, . „•:::„ . . :,. • : CL :Asi ::• ::: .. :. TO SS PLATE .:•-kl: / • : • ., . :: .:! :...: „. • • • : . a? r.- : : :: it-- , -• • .,:. . .::._ ,:::. :::. :,::•-: • . . :- . . .. • • N / , :::. • :: : .. . . ... z . :. . .... ii?' 1 / .. .. :::::. ::: ...............-.............................................................,.........................,.................................... ........ • = .. . : . : . • • • ■••■•■■••*■••••■• ••••■ 1111•1••••••••••■ 11: ' Q., , . .. i . .. • ...,.... ■ 0 : .• .. • % 0 . .. • .i., . I i • 11".* ..• . ::• ....■ : ... X" DIA SS HEADED STUD 21-4 V 16 n / • . - - c .. :::::-• t us Is 4 ■ tx .• • .. :: . WELDED TO SS PLATE © 18" / • • - • . : • -: .,,- ...- 77, .... . • :, (1) , : . EACH WAY(STUD TO CLEAR / . ..... •• o .. • . .:::,.. • ..• • REBAR BY 2") (TYP) / . ., .:: .. - .•• • #6 @ 6" DOWEL PLASTIC LINER (TYP) • , o_ SS PLATE AS • .. . „ „ • .: .. ..: :- ' .4 . : . #6 @ 6" DOWEL / i • • . . • :: - 1:„. :.:i REQUIRED .. . .: •• „ , - .. . „ INTO WALL (TYP) • „:: . ..::::/.. ....,..::„.:::,„:„.:„ . ....::::•• 73 ( )16" MIN) : „ „ „.•.... ..„ ...; ... .. ... •.„„ •••• - -, - •• /1411 • .. ,. co ..„ .., .„. .... ...%• ,: „:: ::::, •::ii:, LL :. ... . .. . .... i - ::':;:.iii, ::: • • // • . . ' : . . .. ... : . •. .. ..;::::, . • - .. ... 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'Po , - FILL WITH CONCRETE .„::-/‘ NOTE •. ,..... ,. . . .. • . : 016" MIN) ' ......„...:„..:.:„:„,f,:,.:.:.:_:.:.:.:.:.„:„...:::::::::: j . a) : - :• ::: i t , ....„.• .:* • . : :i . . . 0 : :• .• . : M • : tP":* , - . • :;: L .. .. fi; .. • IA. . , „ . : ..• . Z..;? , ,. - IN-PLACE CONCRETE ARE .• .. : :, • - - • .. , .. Nr . , .. . : , , ': ::: ..:::--• „: 'iii. I ( . :::::„ • SCREENED FOR CLARITY . 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TO EXPOSE AGGRGATES i.......a %, gime* ANCHORING SYSTEM (TYP) CLEAN AND WET EXISTING 100-S-039 *fr 4.? 22,\- ,,,,4 81-7 V 16 n 41-9" 81-6" 101-8 % " 51-2 34 " . SURFACE PRIOR TO 100-S-040 .4, t All' PLACING NEW CONCRETE 100-5-054 c FO it° in EXPRES:12-31-05 WARNING LO (TYP)SUBMITTED BY - o SCALE ci) - STRUCTURAL SHEET: OF DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-063 Lo 0 X 1 DESIGNED C LEE ( ) ) Ir'• Iiiiii!Mii■I (PROJECT MANAGER'S NAME) LICENSE NO. DATE Z T MA 111111 vv H IN ASSOCIATION WITH: ii"=11-0" IF THIS BAR DOES DRAWN CleanWater Services PHASE 4 EXPANSION WET WELL .0 0 NOT MEASURE v SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 -") THEN DRAWING IS Our commitment is clear. PLAN AND SECTION REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 . . 101-0" 101-0" VARIES . 6" IN-PLACE • • • • (FROM 7" CONCRETE WALL 81-10" 31 8 "1-10 31 #5 @ 12"W/ADHESIVE TO 0") • •• SEAL 11. ANCHORING SYSTEM ii::: :.• LO 100-S-064 100-S-064 WELD or - 4 . • (5" EMBED) .• 0 ILIN■i 16■11.1.a 0 i • 4 JOINT IN PLATE i • • CNI .... mg NM NMI NM NNE 1 MI NM son• WM • • th :, :::. I h. _ • ..• :•'.•.: . • „.. • , I . . „ II - 47- • :: . • .• . •, .....-1----........."V .... ...-1.--------- ----........:::' ..... -- ::i 1 ii .1 < • 4 • .:. •ii: :: .; I :: •! :: I ii: •• i' • '. I -— -— PVC LINER (TYP) il .• . .::: .. ::::•• , :. :• - ., . . . ••' *:- I - . ..: , . . :... . .: ., •• • I ' .... ' 1 11 - - • .1 •- . : ..• :.•• . Ls • 4 . ' I il CC) co - : ' . ' I ::1 co .: . ,:::::. . 0 : : ....: - I I ' 3" SS PLATE MATCH 4 . • -:-: '. . II ;I ::: - :::. .: •• • •• I ii i - 4 • 0- I I`•- I i••••• - EMBED IN THICKNEN • 4 • .• ::: . : ... I 1 < . sk • .::: . I .• ii--i • .:. . ... • • .N I 7. - 4 CONTINUE THROUGH • I I . - - 4 •••:::•: • I A I JOINT AND OVERLAP • .•::::. .<1 • • • I a II :: : :,„ :.::•• • •. •. .:' l' I • •* • • . - . I 1 END OF 3" MIN ::• I I :.: •• • : •,.. 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' a I . .:.. -•,:::. :: • ,, • . — - . :. : X”X4" SS HEADED STUD .. • y- :,,,... -.:•::]i . .. - ::. • • ,„ . . . . •• • --—-—- -14--C1213 „:• • WELDED TO SS PLATE AS - .„:::::::::.„._•% - 4, ..:::::. :i•••• ...:•::. -:, , -::::;: . .,,:. , • . : .,•-•'' • .. :::•• •• REQUIRED MAX 18" EACH f ; .. . . . . . . ::: 3,61e WAY (TYP) N.....„...p...1_31, ., :. „ . 4 al.• .40— <31 . 4... • •••., . . ., • BOND PVC LINER • • • .„:: • •.::::::::::,, SEAL WELD „ : I I :: .• TO SS PLATE III 4 - •::::: • 30 SS PLATE AS REQUIRED . i] , : a „„ : : . 4 .. :• 21-5 34 " _5 21-5 34 1 11-1 114 " 30 ---,IIIIIVOIMP,1111•11/0.111. 111/ZAINIAIIMIKAMIIIPV," 21-2 14 '21-2 1.41121-2 15 " 11-1 Y " 100-S-064 : . .. : : I :: , , . • 4 •• • loy• .1 -0-- i.......i 7 I ii 100-S-064 FILL WITH CONCRETE a . 4 _ • SS PLATE (3/16" MIN) . :. ::• Ii.....1 #5 W/ 180°END HOOK TO .. :•. • - 4 OMIT STUD FOR SS HORIZONTAL BAR • 4 . : : .i ''''''''''''''N..............,.....:...46%' 4. . 4 . :•.I SECTION I B - 4 - . A FLOOR PL WELDED . TO ANCHOR PLATE SECTION C ( X6" MIN) , @ 12" HORIZONTAL SPACING AND 24" VERTICAL SPACING (TYP). , D • 4 • .. .• -. • • .. . ., :• :. • ' . .. :** .••• SCALE: 14 " = 11-0" 100-S-063 a . 4' ' 4 - 7 - . . • :::. • i, , • ', al • • • Iii■a 14"X4" SS WELDED <1 4" X4"WIDE CONTINUOUS SCALE: Y4 " = 11-0" 100-S-063 .1 • 4 - . - • • .. .:• .: TO SS ANCHOR PL - 4 SS PLATE FLUSH WITH 1......i I . .1•:..... .• • .• • 101-0" @ 8" MAX CONCRETE @ 2'-6" MAX .(1,..,,i I il • • #5 @ 6" EW ROUGHEN EXISTING CL ,i• SPACING •.J , „ ::::..,%..,.. 0) COCRETE SURFACE 0 IR , ALTERNATE SS FLOOR , ...: TO EXPOSE AGGRGATES PLATE INTALLATION DETAIL SS PLATE AND PLAN AND . . .. .. .......... - L... ...„•.•-. ............... ... CLEAN AND WET EXISTING • — 6" EW : .• SURFACE PRIOR TO o •,•... :::.' .:. .. . . : •.. : ..- '%,:i .• 'i: :: WET WELL DESIGNED BY .. ., : PLACING NEW CONCRETE to .% : i: ,''''• 4, ' .. 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FLOOR REBAR (TYP) --di , • . , .. ... •• :: ',:::. 1 ....._. . 4 -..., IV : • . ... .. ::: : ....". .. .. ',:k .. .. . ,.; .. .. ••• . 1 / .. •• 0 • - • ::ii ii ::: -:--:, . .::, :::: .: , ::: 1 I I 1 / :. : , 65 ii•-••-••-•":,,,,,..„..1.U.I.....,„.„,,„.„.„..„..„....„...,„„.„....,..„.....:iiij,--,.,„. BAND PVC LI1JER •'''' • ''• Iii 1 1 ... : a. '*d.i'''''"•-" ::: ••:::, f ' • • . -;), 14 IR • . Q -1 . • i • • , • I . • • I e b :: .. - .. ••• • . , 1 .. . . • : iii TO SS PLATE (TYP) .. cit. 4 . . , % • •• • •:::I .•i. •'. • :: : t..3 .. ' #5 W/ 180 END HOOK TO .. • 1 - 4 - • 4 . - v„•:,,,, E. : • I . :...........•••••••.........•••••••••••.:, , . i'i• . •:••% . 4 . - 4 . ' lk ..... 7...4 . . HORIZONTAL BAR • .4 . .:::. . • co --,•' , • • „ . - © • 4 ., LL. . • • . .. : ::• : • , .. ...-. .. • 4 - 4 . • .., • . 1 . • .. : % • •• . - - - 4 . . , : • • @ 12" HORIZONTAL SPACING E1 : s• : :: :• .. .. : ' : .. • :::::.. ii ., 'i •••: • . i. :••• - • • i:' :. • .: ::: :•• • :., % - 4 - SEE ALIii - - 4 • ' 4 - . ' 4 - ., : 3 • •::• : ' . • . . •.• „ •• :: • • • • • - 4 • . . AND 24" VERTICAL SPACING <I 4- • • s... :•• ii: ',,•:: • SS RJR PL. a a - <3 .• 0 : .i• :• INSTALLATION :: • .. : - ::: •••:•5: . ii: < . 4 . 4 _ 4 <1 . 4 (TYP) , 3 0 •:„ • I , : .: : . ::: :•::: :: • • I; I ::•••• .,:': • L...... ...... ...... .... .....i:...... ..... .T. .1 - •::::, : .: DETAIL (TYPI • • . ii 8 I END OF.PL. I i I • • :. -E ilo .,, :•:: I .'i:, I- 1 i . : :.: • . - - _ _____ _ avo.......a...............■ ' . .. ,I 1 . , ■: % " X4" SS HEADED STUD LIP. cn, 1 • - , ... I /. ::::. . • I : : . • . i; WELDED TO SS PLATE • "I Li) 6 il ..:: ,: • •••, I i ..• ' ..::::% I • •. * . 1 ii ' ' . • .:.: . ' . ''' .. . • (-1$ ... , '. ... . CNI •'• .:::. . .... . . . .* • :. ..- Z.? • • *4• ':;., • I NI . ,. ::; . - .. . • AS REQUIRED ::::: • 'I V -:':: „ .•::. • ..., , -. .. 1 .• :.' - . :.-,:.:.-3±... EL 73.19 n :. .. : _ - _ - , „. _ _ - • . .. MAX 18" EACH WAY (TYP) • - : _ c or: - 1 I ; i• 7f- 1- -..•i• • -•• I ii • .:: • • „ii. • : ....„ 03 • . • • : . :::, •• a) . • . .1 . • -. 11::::::::::::„.„.„ ., . .:::. 0 „....:::.. ::•::::::::.„ . ,.:i, . --::.::: II '', -. ::::•:. . • 2 34" CLR (TYP) 17.) • •,:: . • I I „ • : • . - #5 @ 6" EW „::::, • • . .._-\ , :, • • IF :% . • ..:::. . • •:::, - -•i L • . ::. :. • . : -• i, •• • DETAIL I 31 . • ..• .„::::: . . I I: • . .:::::. • • : . . . . :•:„. • . c :•. .:::::: .:.c: • .: if ii".::•-:„.::, .•:::, ,,i,. • „:: % , - --::, - : • : . . , : ,. SCALE: 1 Xi.=v-kr 100-5-064 : Pi:: :• ":::: : • • • , cD . : • ...... .... •• •••••• ...... . . •••• ...•• .:•• • I • ''' :: • •••• : • • „„ , 111............J ..., •• ... •::.:i 1 c .. , CA .4)0 #5 DOWEL @ 6" W/ADHESIVE '5? :#5 W/ 180 END HOOK TO ANCHORING SYSTEM HILT! i HORIZONTAL BAR HIT HY 150 OR EQUAL(5" EMBED) AO PROrter._ . 1'-3" 2'-6" 1'-3" 2'-6" (TYP) , V9-4. ...-N/0 <tr SI M 30 IN-PLACE CONCRETE SLAB @ 12" HORIZONTAL SPACING ..?... AND 24"VERTICAL SPACING (TYP) 1.742 4 100-S-064 c: . • 08035PE hi 11......A .., :. .:.f jor.7. . .., _ . tt MOON ,\"1/4)• . SECTION D NOTE : DETAIL 30 ito.4 22, ° SCALE: Y " = 11-0" 100-S-063 IN-PLACE CONCRETE ARE SCALE: 1 X.=i'-o' 100-S-064 •14- ro10- L----1 SCREENED FOR CLARITY It....1 to EXPRES:12-31-05 N- it) SCALE WARNIN SUBMITTED BY 0 G 01 —.Ft, STRUCTURAL SHEET: OF In . 0 X 1 DESIGNED C LEE •,-- . I (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( 0 ) MINH -----\--% DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-064 IN ASSOCIATION WITH: z IF THIS BAR DOES T MA AS NOTED DRAWN .. CleanWater Services PHASE 4 EXPANSION WET WELL 0 NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 --) THEN DRAWING IS Our commitment is cleat. SECTIONS AND DETAILS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 • • • . 0 0 0 0 0 6° I I i I re c° 371-2" 171-0" 171-0" I 37'-2" a. I a. . • 71-8" 81-0" I I 6" 51-4" •• 61-3" 61-8" .1.11 All 61-8" 5,...9„„ I 6„ ,. •44 1■14.1 1111.-.411 Will 110.-.1111 NO ■ Pr'.. o, - I I a) I • I I co..., • I I O I I 0 • I I • I (I I I I I I I PRECAST CORNIE SEE I 1 I 309/ 100-S-302 FOR I I DETAIL(TYP) 1 I I I I SEE DET 7/ 100-S-049 I ••N. / I I I • e . I FOR REBAR AT OPENING -•7 . I I -*...- '.. I ! 7 I .7• i, 4 2 NOT SHOWN .- ,./2 *.,. 4%, .. I 7• ',',* IN : E I #/* "*".--/ \\ .......... •... 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I i IF, - 7- .1.7.... ........... ____ra........ :72,...........-_,..e.-----4., 1 I I I , ' I 1 I I I I I ■ -S_44_i SEGMENTAL RETAINING WALL - - -...- - - -Ni- p- I / , I I I I b4 >.< SEE SHEET 100-S-021 AND 100-S-105 .r. II I 1 I . •cr I I I -' ,r 1 1 . I ... I coi EL 153.33 ■ ,.., ■;:,..), 1 00 : Ti---1■, ---11 I"t` " I 1 i 1 1,L _ II II II I 1 , 1 ' I I I • , ,y EL 150.50 I rr UM 15ZI I szi Tiszi .J3R3 I ■ 4' ,, 1 , , 1 I — — — —ffifflffli 1- - - - - -1 '-. - - - - 1 r - --T Fr 1 1— — ---- " 1! " 1 M$ AM ... ., — 1 , , I _ SEE ARCH'L DWGS FOR BUILDING z kAm"",:,,,: i_ 1 I___ I I__ I 1_ I II I I I I I I : WALL TREATMENT AT Ill. .•.. .-:.-:,:,,, I 1 I I - I I - .„, 1 , I I_____1- - 1 I SEGMENTAL RETAINING ; 11111-:'':':': - 1 , . _ 1 1 1 WALL(TYP) _,..•.:: .-..,,, 1 . 1 .1... i • 1 1 .:-:...:--,,....::.-....,:.-,,:,.,.,:.:',.7.:,:':.-::':-..!*:,,,":',,,:,:',,,:,:',:,::.:':,:.:',::,:-:::,:',::::',.:::',:::,:`:::,i',::,::,::,:..',-;,:".-,•,:',-::',- ,-;:-:,:,:',:-,,4:'.-;.:.',-..::, ,.,'.•: I I ' I !"."7"-----.1"--1— 1'T i . . . , ........ . , . ... ::: 1 , III 1 _ _ -"-"i:...: ::::::.:;:,:,::::;:::::::i.;:..::;:. 1 1 ',...:,.•;,-.-..-,.::..:,.-,i':.-,,--,:::,:.-':.,,:,',..,_.:-',,,:- .,,-....:1:-..,1,,..-;-',.,‘,-- .:,,:-,..,_,:-.,,.,,:- ,::-.',.=_;.: .i-.,,.--,,,,,,,--,:.,, ,- .,:,.:.,,,-,,;.=;,,.=_.-,-..,;,-,-..,,,-,.','.,,.-,..:-., 8"X16" OPENING 1 i__-- - - I I 1 .. ......:., :. •„:„„:„ . .::-• : . ' EAST SEGMENTAL RETAINING ; 1 ,-..,,,:,„ III ' - ------ I I .:'',:' ;i '.i:::•:_... :: .",::::: 1 1 : WALL SEE SHEET 100-S-104 -.,,,,, Illr':': : ,-,:-. @ BASE OF SCREEN , . WALL(TYP) II 1 I I- - ------ I= _.-:-._ 1 I _ _ 1 •:::, :: -:;.:: -,. ::::::::::::: .:::... :: :.::::: •• .:.:.:..:. .. :: .::::. ::•.:::.::: .:.:. : I I -:i.,r;. . ,..,...: ..-.: 1 1 . .........................._. ................................ •.::::......................... . . . . . . • 1 • .. _-= = 1 1 . . .... . . . . „.. EL 132.0 .: ••*,, ._ .'•.,s;'' 11 1 j I I I - - - - / I . . ... ...•• • . . . . . . ....... . -.... . . .. ::; :: ::::;::::: I I 1 ••--. T•rE ::;::....!..m.,-.-.... ......z.: 1 1 -..-..- -..-.-4 : :: : ' , .• i .- 1,i.l.:1;!!:" , - . 7,:i:: I r I F I r I ,_ 4——4 -- - --I .14,4*..%:. - — -1 . I i •. .. • ,;. .:, ::=1*:TA:•::-,T.: ; :•;; L .._, L _...1 L , I I 7---1 I I - — -, .. . •. • • • . I I - — --1 I - — --1 - — --1 I I ? : ; .! •:: , :: I I I 0 .t , I I ..7....-=_ _ _1 1 : I I 1 i— - 1 : ::: :: :: I I 1 — — --- = I :: 1 I I II — I ____ i; .• :: 1 . . .. ::: , :? 1 I I I I II I , 1• ' " 1 I . EL 117.0 I I I .7._.- I .. .. ::. i • I . I :: !:, .. : .. . .. .: I I I 5) 1 r -4 T 1 ii I I 01:1 I I I I I ::;:;;::;:;:;:;:';:;:;:;:;:;:;:iiiiii: :;:;:ii:::::;:n:::::ilial I 0 I '::::"''::::::,i)*:*:':-:':':':-:;::::'''''' I BELOW GRADE WATER PROOFING ,- I 1 I ..i.-.r J-..,.7'/''1,),..i0 I I..-I' r' .(/..i'eA FOR ALL WALL, SLAB AND FOOTING 8 I „.:, , 1 ......... „::.:: •... .. ., . ............. ... . .. .. . ....... _._ . . ...... 1 ' ,:i':. iit :::::::::-:„-c•-•:::::% I -••• - -..-- 1 : SEE ARCH'L DRAWINGS FOR T.• I •'••:: .• ''H!':-.::::::::::::::iiiiiiiiiii- ".". ' --- ." --- - "•••'" "" ' -.'"•-••••• ' '''''' ' ''''' '-I," "'" -1-"'" ***.".' "" "••• " '''''' '' "••• " 1-" ' '''''' ' '''''' ''''''" — -- . .-- .1.- . -':''''' ' - '- ' •••"" '-".lir '''''''.:" :.' '.' I/ aw I Ii :. ::: ::.,„:,.::::::::::: '-':::.1:::: ::: \-Ii..".:.•-::::::::::-:' I DETAILS (TYP) I 1 I .:::::::::„... ..:::::.:::::.::::::'m 1 I , 1 :::::::: ....:,-,:: \::f:::: : :::::!;:::'''' co I I 1, :.:. 1 _- : II cn I i 0_ I ..gligi;;;:.:;;;;f::: ::::•:1§. -- .:;. .i.: .w .- i4;-y;- —-.... :*1.:,ti4l..iitit,!...:.:::,."if11( , :.:!..:-.7, ::.: - —-;.::::::7,..t..x4:0;,...:;:if,,:.*:....----- :-q,..., ::...k :: : .....:,,i., .:::7,....;,:-......... -- :../.;:f,:k:4:0;.,:...xfki 4F, -—-;:/■:17,*:...v:':;;Yr.:4**, I ;;;..,.....,:v..:% .4,..,,..:...::-!:.:!:.?.,..:t..!,..1,...i% ,..!... ,1',.:!:,.*;....•-...t..12,.;! :.741 :■::;;!.....`::!... ::!. '..e.,.*.......tv.,i! ,.:,...',.,,4• ::.:!. ,....'... .1!:.;! -....,.....Al.',:.: Ft) . — I c-g- I .tc I ra I PIPE ENCASEMENT I (1) O I I (0 ' a. I I Pi I I rC.) I IL I E 4'1 I I c I -E II I I •c) r- I I 8 I I I s 1 : co c 1 I 1 o I I 1 I I EL 78.00 I ...%)" ctl I I: § II ' I I: oi o ----- -—- -:,,fq:4i.•••tv1:•:44`-t:.•,i,.::': -- --::::.7:4.:14%-v,11.1..-7.v..it;.,:iit.. -,..1.:4:•;;;:0:1711,%:,gii0,4,:y;;;.:,.- — - —•-:::.';;;•.4-,.•:•.1::::::.4.-ti-4444.-—- -— ,.. .-Ale-.1.:;,w:.;:.:,:i*.t: .,...,,..tli.t:'.:,!::::11..!;:- !. •"*'. I e.',.%,,7,,N;.:%.*•. ..? ......i..,,... ...•,,t:... *171.:i*:.:**-*!...%i.',•:!:.*:,4*!4•4*.. 4%.*.,...*:Y.:..,..*;4,:,.!:•„!:,::•!:...:•,%4.t:.; 9. -.• 6 -.-4:,....... •.... c7) ,.....,,,,,,... , a) -- - - - -- - 9 '''..**:- .F";1"..:....1.:.•%:%'!:::!..!e..y:,:•.... .4..... ..!.:.;.','.4;it,.'!:...'i:.y:,:..:.•...4:•;,, •!:.1.t:4•: .... i.., .:•,..%•..z...• F» __ as' BELOW GRADE WATER PROOFING FOR ALL WALL, SLAB AND FOOTING 8"THICK CLSM SLAB -13 BELOW FOOTING (TYP) ctskg)PROper,„ SEE ARCH'L DRAWINGS FOR - tha DETAILS (TYP) NORTH ELEVATION N c5 * ■'' 1.4.4 4 41P■0 rtp, 100-S-001 1:" ' . 08035PE r 111■••...11 CRUSHED ROCK WORKING MAT .,,„.:,,;.,. ,,.,,, :.e'""li ../. U-='45 100-S-006 SEE SPEC 02200 (TYP) . .• . _ . ktfr aupport 100-S-011 • 41e 22 N.c 4 100-5-016 14 100-S-021 4-E FOO 100-S-027 in EXPRES:12-31-05 ■ LoN" SUBMITTED BY SCALE WARNING STRUCTURAL 0 X 1 DESIGNED C LEE cfci -...At. SHEET: OF .r-u) I — I ( ) ) M VV DURHAM FACILITY 100-S-100 0.. . (PROJECT MANAGER'S NAME) LICENSE NO. DATE INFLUENT PUMP STATION DWG: H IN ASSOCIATION WITH: z X"=V-0" IF THIS BAR DOES DRAWN T MA CleanWater Services PHASE 4 EXPANSION NORTH ELEVATION .... ......_ _ - . — DATE: 11-APR-2005 no NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL Our commitment is cleat, THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 0 0 0 !1 t R 0 i 17'-0 17-0 I ° I 37'-2" ! 17'-0,1 I 17'-0" 37'-2" 51_0" 1 51-0" 7'_011 1 7'_0" . 51_0" . 51.0t!I (TYP) t .0111 '1 ." .� • . I. .,. .I. ■,. .I. ■I. ■a 5-148 �.. Q I I T I a \\ • a I I I a I r' r I I 14'-7" 8'-O" 14'-7" I '. •- I I I r,' I . . . ■ . . N. �. I I I .�� 'r f• / Iii I B 1 \\ �, �'�.. j 1 I I _I _�,• r� 1 4. �• I PRECAST CONCRETE CORNIE E / N. -I .• a r t�VARI ROM 165.00 TO 6 50 PRECAST LINTEL SEE I N \\ / a• 315/ 100-S-303 FOR ;00-S-203 I SEE 309/ 100-iS-302 FOR DETAIL ! \\ // �•.. '; :1 r r \\ // DETAIL (TYP 2 PLACES) (TYP) I 1 _ �L ~.. i II : 12'-0" OPENING r \\�T�P "F BEAM MIN EL 161.33 . I I T 1 • I !II� I I j (TYP} S-148 1 ----- -a--- . . . ' I ;;1 I' -}I I ,J. TOP OF BEA EL 156.67 1 ,i•, I I ; .•., I: �; 2-j#8 EF ; Au TOP OF CONS WALL EL 155.00 3'-0"(TYP) I F, .,I•• rr \.,� .: • I I .- I f II - - -I�•- - - - I-I• - - - I- _ -II iI- o) rr / �� , I •t► ,/� ri / � � �,- • 3-#8EF TYP _ _ .1 1 - - - - - - - - - - - - - 7' / \\ ■ • I r il / \\ `11, ', I 'I _// \ I �� '�, I ,'' rri! // \ `. '•` j l I I I X11 -•� 1 ♦ C� I 11 a� rr .�� 1 i,, II 1II I I1 I 11 �r 11 1 U) r' % \ �.� �' 1 �, 1_ " 47. 0 �:,._EL 164.33 _ ,, ..i \ // • \ ' // �,�. '�.... _I ...r'• ,, rr;-\ i/ \ II // '` �' _ ,,5 , I I �t - - -�t- - - -,_ �� _ _ 1 t_011 7„, r \\\ // \\\i // ~ �� r II �I r® ® ® � �\ '® ® ® ® /1■ �i ® ® , I �1 �1► II I �t► 11 1� I '' rr \\ �'� �/ �� ' I � ; ; I I ; ,�'"�' ; \ YIA I 2-#9W/ 1 11 1 �.,�, I I2-#7 WI 11 I I t I B TOP OF WALL EL 160.33 , ri / . - - - �� 1 1 I ' '! _ _ _ - . _ _ = 2- 0441/EF 1 ,0111111°T I 3'-41'11 I I I T ; co DWL E :'� 11 11�--.�11 I DWL EF 11 1:111-110:1":1 2-#9 W/-�- 1 a � :I II I , I : 1 11 I En .,r - ......_____99... - - �irr in I i . 1 t- I 1 �'�' 1 DWL EF . I I II I . WINDOW JAMB SEE ; r r h -I !'!' '�I 1 31 S/ 100-S-303 FOR -,- 4'-0" :LIN! . 1210 .• I H tl - W 1 ' I 1 ,. 11 4'6. i I I ;DETAIL TYP 4 PLACES , ► 1 ; Pt' ' 3 #9 / I I 1 II I I~II 1 1 �f 1� ( PLACES) 's -L- ' I � , 1 DWL EF I I 1® �I 1� 11 I�i 1� I ■ I 1 (TYP) - ; 1 1®1 r I�1 141 ! EL 132.0 1 i 1 Li I i 111LIffilkt J r / � � I = - - ' - - � - I -- II - 1 - - - _r. - I 1 1 -1I 1 1-- 1-, I -1- 1 (�_-_ - - - EL 130.50 L 1 7.51 ; N I- - - - "1 - - -.," - -I r--■' - - - ;PRECAST CONCRETE WINDOW T ' II !j I I I I I�I I `R'! 61_01' TYP I 1 ' � � ;SILL SEE 313/ 100-5-302 (TYP) , I I 1 I 1 ( ) I I ; 1 I I I I 11 ; 1 = 11 ■��,1 1• I ,.��. _ ; � I I I I I _ _11,.. ....„,_' c? I 1 I F'�' 3 I I , I 1 ,____ ' /'�'~ I , 1 a I I ■ •4�•'•'a•!•aa'11a'i1a•a'i ia':4 ih4ia•a!{i•asa i.•a4!•• - - -- •,ar a,�• i"•a•'aa.a'aifw�al4 *.i'`••\rii�aii'a�a\ai as aaaaa• 1 1 w,4,!i t�a4�:4�aa�'a'aa•aa�•aia'aaa4 a•a'i•�•�`•i4alw.�s •w.aw:ws�•��'iitai�s• ��.'liwaa�.�ia4'�aaaaa • ' ' !� 1 , 7+ •,•ai{iiiiisaia•.:ia±s•iaa+.i��•�a aw'••1•a��.s4• �ii 'iN � ' i � i ai••• •1 I 1 � I � I I � ■ �i4'ia•'44ii'aa/a,• Ilirl ----4---- Ill . ►!•aka{aali!1 I EL 13700 ► ; � A. h A, n, 'a, :1 A. - - ,y ,a • .r 1' , vi 1 _ ■ a ' 'k•, t� rii .:4-14e, ■ y L .�`•~' 444 n • 1, a ;. •4• y 1 1 -:1 •'L• ■ .1. '•Y .two• K C.• •y y .{ •:�, •��:':�,• tike^-.,':i1:.'' , Cv EL 132.0 . , . .. ,.... .,�. { ._. ,:.. ,;,r�� ...._ ...., � ..._ ..,4 ;• .. ..., .Y.. � ....z. ... � .�. ,. ... .. ...., , ...: ��..._. ..... .. . ..... . .....• ,... II 11=11 I ii : -�- , _ -1 I I E I 1 I.-- --- I �- 1 - ---= I s I I 1 I I- _ - itl iil iii ! I-- - - i _ 1- I. � - - - -1- i I -1-' - - - -�_ - -r l !_ 1 I I I I I 3 #8 EF - I i -� i .! ; (TYP) I I -I- ` = I 1 PARTIAL SOUTH WALL ELEVATION AT GRID LI N E I j � - __ - , \`I., ; �� I � I r I� r ��i ' - -- _1 100-s-021 \ `�•• r- �.Sr !ji•.r' �I:N:�I, r:�•;.. 1.t•.♦:.t•:r:{I,•i- I:I 'r�'M� :I e' . .if:.�•�:I!• r ! * ..i'; r s t•..; r::r` •r' '.: .r ✓::ti''% ; t •.. r n i': •.� . t✓ ✓ r✓' r t,' t,r i•rr -t,- t .kt ■ ■ � - - - � ■ t,t:a�a�,•�aa • tat;.a ta,. a,� �a`".t'a t•aa ♦ ai.♦-al t i�4 a gat'a•.+•� a�a'aY , a.aa a+•t.aat a;li t aa..;t*raa•:,a-a a a.,t-t'a.a i aj.� ;a�a�,a��ial .� r - - - - -T- -'- -a .f i f •• j r . ♦ •! _ r . .•. r .. .v •r r. _ - ,T T• __ .F-•. t ` \ - • :.:.,. :0;.7.:..:,I '� - T t -' �r r ` r 1 I 100-S-027 E L 117.0 I '' �� i- 1■_•M M _-E•M M ■-I-■ ■ - , f - - �S J / I J 1 -M M M_1_-1- _ L - I�' ll I 1 100-S-028 1 c ! -�f ��-';� - -.___ - - - - I - - - -� .- - �� - �r 100-S-030 E. ! L_ r-� - -1-- _ _ - - - �-� -I BELOW GRADE WATER PROOFING °o j I r r j, -- r ,i_ - j . . . ... ,� __dr _ \ I ! FOR ALL WALL, SLAB AND FOOTING I r � ■ i ' . ` I SEE ARCH'L DRAWINGS FOR a I ■• - 4: � .r ; I I I I: N. ` \ � � -, � 1 DETAILS (TYP) r . . � r -. I I I I I I; tea. � �•. ■ \L. g fi -t - _.7 I I I I; t- t 0 EL 102.50 1 - - '--- I---1r•• '% _ -1 1_ - - - I - - - -I -�� \I 1- - J 1 c . --r r �1 r J! _7- I - - - - Z �-I� r I '' r ■ •.. 1� ' - f'- __ _ _ I _ _ - - - - - �- �- ■ hi-- -� � \ 1 \ I fork// - 1 ( \ ` \ . 't-,..:, llY•, /a='a .;- -: ;.,;-;f;:.;., f. ;.,g-:,+1a:1-•;":t•w:4.T y::r>`/•7.-! %i�'1•-•�5 j•-.r;-,:; 'wry:•,y•!l•,':t•.•1`J"1'.r1:•gy✓ ■ r ' , J ( 1 a � { t t✓l! \. aT aa. +\ \{ a aa a {\�a tt ♦ \{ a a\. \♦\ \ a,l a.1 r EI r ( ` 1 a r. a , , r .t r., r . .ri. • ti,• ) -t a 0 +� t a . ■ / r , ..a.r:..♦.. ..a_r..t.r.'.•a.r...a.r...t..: t a r ..a.r �.. a.r....a:r...a.r:.•t. ..-a.r...-♦ ..a.r...tr r...t.r:.t / s I 1 N, ` j I I I a I k.. / ,•' � z ` _. - -' - - I I I I I s - s I 1 I H�I EL 78.00 � I =a� I 1 I, cI 1; ; I I I I I 1 11 ci I:, I I EL 71.92 I I I • ji r4+:ii�i•a+.ti�r�ra�i•�4iia!�•�i• - - - - 4ii•�ari iiy�•ii^yip!��i1 :t'.:r',�:t' =r':ri r ;��i I , 4,....��, ,,wy.-:w - - ••:,i•�+ai..^siiatt:.:•�+ai+ ii-- -- - - ,ii+a-4:i..,..:a,,i:ia�ii.....♦••• •-� •�•�:+'•+�tr:,•,ai•!�,•�.!�+ic��..=i•!y is+'a•�a..14 i••a.i:►�•�a>+1;,•'�.�: ,,,a a.a,.t�,t a.t�t,r:! . +,.a l.'r� `v'. -I •• ■ r:i:I',:r, !:er, `:: •i'i.0,.....,� ',�......`a;,4 ��:. �.i:*4; -.i' ,i 0 0 0 Cr9,, 1 8 0!_0'1 5'-O" 70'-4" 30'_0,1 1 0 • (J �j ► • . • ....1 Q . 11-0" 2'-8" 1 2'-O" 1 9'-0" 8'-0" 61_011 8'_Q" 5-8" 5-4"/�" 1'_8" 6'_8" 1_011 GI_8tl 21_01/ 61_QB A t_O" - I 1 �... v Q {J -.} (�.._ ..i V ?-ii-' V -"N-•■ (� Ir`i`} i 1 T ■ 1 � PRECAST CONCRETE CORNICE • --.- 2�_0" SEE 309/ '100-S-302 FOR DETAIL o I I (TYP) 0 a I I 1 I I I I I I . I I I DORMER ROOF (TYP) I I . I I I I a) I I I TOP OF WALL EL VARIES E I — _ —.. - I E I _ - - _ _ SEE SECT G/ 100-S-037 FOR ADDITIONAL I , I REBARS AT WALL OPENINGS IN EAST I 1 ELEVATION (TYP) ■ ■ 1 1 •1 I 1 1) D s I 1 1 1 ---4_44_4. - --------- • ---- --- - �______ _ _ 1 1 I EL 164.33 �' i I I i t _ _ 's SEGMENTAL RETAINING WALL Wl I .'. � 11 1 1 I - _ III """", 1 I I s - W , i 7�' SAFETY RAILING SEE SHEET 100-S-104 II1 I I I 1 I J t I �1 I l 11 I o II. , I ©1 . -► I I I o• i I bo ■'I I ' III ' i w . w I I f - - -e- - - - - _ _ r - - r - --•_ _ - r- - -- .:: • F. I 1 I o.' EL 150.501 J t: II' I A I I I I I I I I I I r > <i I II - 1 11 t tl I I I I I � I. �� l I I 1 1' I 1 1 I I I I , , s 4 4-0■ ' I I 3-4 N I I I I I I 'n ■ I`1• •, 11 •: %:.; • -.:K; �,-;4444.. 1 ' , I — I I `— I I I I I / - •r ♦ 1 ".4: +i•1 1•►r••+•1•I1- //////// •i•rii!w�.•� ••!♦!.••iii �iir . I 1 # I I -�:111.,-;"4-,S74;- _ II •y,••.�••.,r::::..-..T.44 .♦',.•i 1-t•,:••,r./,• �• 11 I I I I I I 0 I I 61_811 _ I I rit:::::;*::1=.s:,:::.;gt111.4:1:::::,;4,11;411,4;',,• .I , I i —1 I I / .' �� ii•� �r�i ♦••1:•r•i l: r•i:s•...1........... ,....,•P..'..... 4441:- ..:. :tr:.•:.•.:.. %.. 44.4.,•...'..•'. .. � y,:1441•. I � I -I i I ( .� 14.4' •• • • 4444 •'�• 144 ► . , 41.4 ;••' I •y- 4441... ... 44 ..-• ••-: 4441: i r I J ::::.• I 4444 ti :ti :::7::: • r ••• •I • ••'lll� :�I.1• •♦ i':::::::::.:5.?,: 4.14_: 4444_..... .... ... .44.1 •. .•� .' .�•..•• .{4444, .. . •�. •.•..• .•: T . ,4444-. ... .• = EL 132.1J II .11=111 . JiWVI ' I -_E- _--� ' r -t' III I �� •47.:::1 •ri,17..??,.:� :::: I I �_ 41 r I 1444., :.-.1•';.1..,.« .. I r J ` J L ......�•:...• ',.:-_.4.7,1,:..I I I .- ri I I . r ,, rr, I ' .1 i I - - 1 ' f ' ' r ' I I .. I � _� I-_ _ _ -1 "fir . I- r I'r� I • !I I I -1 I- - - J ./. F-' I I' - fir •' I •+►,,+�.. 11+14►+•......++'•►••'+•'••,+,<+'-.••' I- - - -� - - ii- - -I -1 I-_ oII L ; ---i--- - I - - - _I EL117.0 ,- -) T 1 T i I I o I c-----;74- = _ : - --' I 1 1 I I I � - - 1 I 1-1- 1 o +�� _ _l I J L —_I L _—J LJ I I I a I 17— -- I 1 - •' I —T /,1 � 1 1 I I I "i I ! 1 1 1 d , I 1 // co 1 i I I �� 1 1 ■ I. z I ii I I o I 1 I I // I -- - ---- - - -- - ---- ---- ------- ---- - -- - �- - - I LI rF - -r-� =� -rte.__ �1" ! I EL 102.50 (— I I I . I II II II II 11 I ; I 11 0 ! n I � II- - _1- j1 -I II - 1i- ! I c 1H-_- -11- -==— II I a ' 1 i l l 1 11 I S-to Iyl - _ ` - y 11 I 11 ' I BUTTRESS WALL co � , I � . II I I ., 4444 4441, ///��0/^�� .::•�:��!�j:�;::•�:•j!�i:ii:iii�i�j!•� +i.%�i•iii�!*ii`•�+�:ii+`.i�!�!#r:i+f•i+i��•!ii�!�iir►iii►•i+►i►��•ii'!•�Vii+�i!i��•i I I I V ;;:1+i�+:�i'++••:y,f,�I;+.••++::11.,-�i•+i issilc ff.- i+••+-:Z++��+!+�i;i:•+r*•.•i..!'+ir+:s:++:+►++•:*(ii. �'•—::;;:•�i`►'ii..1.§ I .� I \\ I I I II a> I: �� I I I ; (n1 'I 1 \\ I 1 1I I : I \\ I I 11 ca I I \\ 1 I ti -- ----- - --- EL 78.00 U k I I I zw BUTTRESS WALL I _ 1 -- _ -- - _ _ 11 �I II a --- - - --I - _1 1 11 EL 71.92 li II W -....:::.. : .. •1+.<•!._►..,..... ..4.. .... '-. •:•.:.,►,.-+••,+.•i•♦►s.,!.-,....• ••+. .+•.•.s.+ !".+•••:.s..+.e:•.. •►..•^.:..••,...0. .y..-•..A vA."!.:4;+.:•.•.i,.•1Y+ ='.;',T►!•+-:..,..•N. ++.-•..!.4,+„+►!.+-.+:'•..+..•._-.. +.•.-♦.... '•• ♦.:..+:'•f.+.!...•.+.•••►►!►.41.a,.+.1•:•., ♦+..•s+.,.!+:•+.'•..'•..•+..►•++•,+.♦44•...•►!--.+•,s,..•,.ry,,..•1.: .►+.!.+ +•.;::::. :::-._.T..: !r.+•..-+.+...':,.+•- .-...••+•►4 !•..++.•,-v.•♦•v.. ••.►:1•,4.!.+-,•++•`!+.•!•.!1.4,:+v. .!•,!• r s la ♦••+•+•1s••+.•, • 4 ••+s+♦♦+ +.t••►!!!♦. .++ ^.•+ !••♦.•-+,<•••.*;,•4•..►+•1►....►4+ :1••..►+•++•v►,.rM'•►•••♦+;+.•,n-.1►.•..+►+♦•:..+n+••+.. ••!1.4! 1.♦►...•.+ . +•►...4•►+•+...►♦.►..r••►!•.- n•4+•4•4+ ♦• •...r+.+•.... .4••1 n►. ..'4' .•:.►!r r•.•..•+• ....++•.-'.r♦-,.•..•.+.•+.+:+.♦4,!►44•-•►•.s•.►.♦.*.,.. .:•^;..•.♦—. .•,^, r 3 OD PROrerri_ _ CO BELOW GRADE WATER PROOFING �\ a IN.,:w 4* FOR ALL WALL, SLAB AND FOOTING EAST ELEVATION Q w +�' s++ cu 'k 08035PE 1-' SEE ARCH'L DRAWINGS FOR 100-S-001 DETAILS (TYP) CRUSHED ROCK WORKING MAT . 811 THICK CLSM SLAB 100-5-006 BELOW FOOTING (TYP) SEE SPEC 02200 (TYP) �'�r OR��iO®t�� 100-S-011 I,/ l 1' 2 2,1 �1� 100-S-016 'F E F010- 100-S-021 o in SCALE WARNING SUBMITTED BY 100 0 0127 EXPRES�12-31-05 T? 0 X 1 DESIGNED C LEE STRUCTURAL SHEET: OF I , (PROJECT MANAGER'S NAME) LICENSE NO. DATE '� DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-5—'102 z li n-1 t-0" IN THIS T MEASURE R ES DRAWN T MA IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION -' THEN DRAWING IS SQUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. EAST ELEVATION DATE: 11-APR-2005 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 co 0 0 1 • 0 0 30'_a,� j 21.6" 17'-10"X11 5'-O" 1 81_x" r �j • .� OA ■ 4 ►j4 Pi p " r u �� u a t " 1e " 11 r u " n 1 N 4-9 8-O 5-9 8'-O 0 . 5-40-4 5-8P-4 8-0 6-00- 4 8-O0-4.-4 19-0 I--``4 12'-0" 2'-.' 11- -a" I I th Q I 1'-0" I DORMER ROOF TYP I ! PRECAST CONCRET CORNICE I '41— ( ) I SEE 3091100-S-302 FOR DETAIL(TYP I I I 1 I I I hi SEE DETAIL 14/ 100-S-056 FOR I ! I ADDITIONAL REBAR AT WALL j EL VARI ES — I '— j I a OPENING IN WEST ELEVATION (TYP) 111 r _ _ _ _ _- — - _ __ _ __�— — ^— _ I I I I I I I II I !1 i 11 EL 164.33 -- - ----- --- ---- -------------- E : � — : : 1 I I I r III SEGMENTAL RETAINING WALL 1 }+ ' �� -L.- -I -t- .1 ' T i SEE SHEET 100-5-105 Q5 (TYP) 1 I I I I 11 248 EF I I ill D I ' I 1 I I �I I ♦ N. 1 : t - I 41 i E I I I I of c :: Ij , I 1 I I I I I b- I! 1 ■ ♦ I III 0 A 111111Z Illr,...,.. r:, ' i I c') i 1 I I I I I o r i,� 1 1 1 I i�•ice i�'V �+!w��i': r—� I t•, •r :• I I w 1 l I I I I 1 1 ■ I I 1 1 1 1 ; ,• ,r rhr,. I 248 EF 1 I III l 1 I 1 I I I 1 I o III 1 1 1 ;�'�.� III 11111913111.11111111 .,:. :. : 11 I I I I I :: TYP 1 I, - 5 148 1'.. I I I I I I I , �`"- 1 1 ° I I- I I , s' TOP OF CONC EL 136.33 T J t ..i4.••• : i I ,fr 7 N• .• y EL 132.0 I . . . I �'. .. . �.: �'... TOP OF CONC EL 132.0 I �_ : I I 1 _L I-,1 –_1 _ _ i „_„_,, L _ _i I , ' I LJ L ��` I I j iii I I PRECAST WAINSCOT PANEL SEE , � 'I I 1 -1_,...„ . ' I II 206/ 100-S-201 FOR SIMILAR DETAILS ---T L L ' I I I 1 N -�� 1 i \ 1 1 I I I WAINSCOT PANEL SHALL BE 6"+ ABOVE 1 ; :;..I I I 1 �� r - _ r I j FINISHED GRADE (TYP) I I '.'I j I 1 .1iji , _ - I -I 1 I I I 1 t- I— -=� �__-u� -1 ' :. as.. EL 117.0 I I I I 1 1 r= .i ~ 1 I� EL 117.0 ' I I I T I T�—�— r- .. J ;I I— 1: L- - = = - - - I: I I I 1 1 I I I I I L _ - - � , I ; — , Ill .. ' - - 1 -- LJ L_— J L_ J L ! L _ _ ± 'I 'I . I .. 1 \ I-———ter- -� Ir ...� IIIIIII `� � 1 ` I I :I :- {ll—Ill— — — I — • — — I I I. 1 �� 1 1 . 1 � 1 1 a r 11 II II II II I, II I 2 �I _ _� II _L1 11 _Li - -II I f 1:,___. , cn I1 .1 - - - -It a I I1 I T I c 8 ; 11 I I I II 1 11 i II _ _ _ _ — _ 11 Ii I c BUTTRESS WALL II 1 _ - _ ll _ = = - - _ = _ - _ - - - _ 1 11 : r 0 I lI � � - I Ti —1 a) : I_ — — — — — — 1 y / I 'us 1 I % I o , I 1 '::::•-.::.::a:!,:r:�.%. •,'•y,�.t.::,.; .::*:j',1:..?:.::*. 1:.....7.:.a�:••i:!47..i• :. i!.iii:7:...4 :.:14...'::.....,,,:: 1 1 I i 1 # 1 'I :3 I 11 1 I # I 1• u_i 1 11 1 1 ,# I : BUTTRESS WALL co EL 78.00 I 'I ------- , 1 1 1- o I I 1 6 I: II II i _ , 1 — 1: ;_ _ - :I EL 71.92 l tp cn � • • ...�•'{�:�••.�Y,•••,rr{!.�.'•, ,•.•.'s�{��i•aF...!.,i.♦tt�i••, ,.•.••..{!��..♦i!•• •♦{�•�••...• •••,•'�.�a.•�,a.�,�-•a:�ra.•�•,•� �..�.�:�Ia +.aa .� t•..... a �a.-•ea • .�•j,_.'•..• • .. a••.•.• ♦: •••:r. • • •. •._ r•,•.•.s•.!-,.r ...r••cs•.r•+! ♦',r•r.s.,•a.s!.•..r.r.is.•r..*!►••. ..r!.•,•k..•a.;.•..!:a:,,rr.•a,;•• ,.,..••,;rr.a,,;v�!a:i,ar**::: *.:1-4.:*....�:.:10r::.,.: ••:i l',44`-',% ;�•.�4:.... ��•:..•. '•i��:•�•':i:�i•:i.� •:..�:. rrs'::�r'•:•••:.:!.si-:. •.:•rr.,:'.ii:� •`:.. ,•.i::.�'�• .•,•!:.�al. ,a::• aa.-..!:,!. • ,•:!a,'sa!, ,a:• .!!••-i•�. • • .`�•-..�:•!,a:•:!.•-•,�. ..:• a . a •..�. • • •,.. al 1 C co a) U- m Z BELOW GRADE WATER PROOFING FOR ALL WALL, SLAB AND FOOTING 8"THICK CLSM SLAB CRUSHED ROCK WORKING MAT a." SEE ARCH'L DRAWINGS FOR BELOW FOOTING (TYP) SEE SPEC 02200 (TYP) °' . DETAILS (TYP) a) c I) U, 'a r Nt. ELEVATION R 013PRQ�� oa-s-oo +f +. _ �• 100-S-006 08035P 100-S-011 100-S-016 a1111seoar " 100-S-021 *.y, ZY 2 2,�� 100-S-027 'r f FO't° in EXPRES:12-31-05 O SCALE WARNING SUBMITTED BY . _ 0 X 1 DESIGNED C LEE )r STRUCTURAL SHEET: OF o f �/ + (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN -� DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-103 _ =1_p IF THIS BAR DOES DRAWN T MA CleanWater Services N o OT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL PHASE 4 EXPANSION WEST ELEVATION DATE: 11-APR-2005 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 (GAS SOIL REINFORCEMENT ' A 7_c____ ...�— (AS REQUIRED TYP) c 1 1" PREFORMED JOINT 100-5-104 CN th FILLER 1 II a ! I NOTE : ---..-i\f-- hi 1. AS DETERMINED BY CONTRACTOR'S DESIGNER o REFER TO SPECIFICATION SECTION 02834. 0 a " DIA DRAIN PIPE BUILDING WALL _ - 1 v , 6 E ',L III D id III r 0 - , 1 0 SAFETY RAILING 1 SEGMENTAL RETAINING WALL 3'-0" I 48'-0" -41 0 RETAINING WALL PLAN AT EL 132.00 I 1 L —; TOP OF WALL EL 164.33 0 I I SEGMENTAL RETAINING WALL S"M S-516 ! (TYP) I I o –.—.-------.—a—. — — . ---. _.----- --- .---.---•i—.--- ----.1---.—.—. —a----- - - -- —. - ----.—I.—•-- --- -_a . o m I -o I I I I I I 1 1 1 1 TZ I I I I I I I I I I TOP OF WALL EL 151.00 TOP OF WALL EL 151.00 o 0 I o 0 y , �.ai i ; . aa..E : 1:00;I,...0 It/ Mt 5 I : z; •Z' Ira••.{- .„,, a. r- r. .a,; 'aa!,,..‘12z,n-.E. ..::*.,It aI":.I Mt � •# lN0• 0 C I tO •r� jIrP i 4" op •!A•.! ••tea i'!. -'' •' !i �c► • •i ye a i,�a 4 DIA DRAIN PIPE (TYP} ;;ice i" �� " ��ziiMii ••, '•', } •,Z ;•a ,a ' i k, optio+�•.a tl t• /�•1 o psir.4 •j ~••rl ra•1••!i�'�• r:�3 tai I '7� • •� !��••.•�•!! {t• i� •••►•-�� •• as a<,• .} �,� �r*,•� �� -,! • ._ti• • !•+. %'"-'�' =a GEOGRID SOIL REINFORCEMENT •�� 0i• iX• •� 'R.� •h� �:i�;��A!!0' : SEGMENTAL RETAINING WALL r (AS REQUIRED TYP) I ∎0•i.Oft. 0�0i •.: MIN 2'-0" DRAIN S I M S-516 ROCK (TYP)_J ° a a N c O a TOP OF WALL SEE a CIVIL DWGS (TYP) T.." T hi o vyvr r r r 1�` ■ w Z :,{:._.4.4.-■ w CORE HOLE IN WALL FILL W/ g!.!4 - 7 NON-SHRINK, NON-METALLIC ■,i IA GROUT AFTER PIPE IN PLACE •ice!••:10-4 ; DRAIN WALL WITH TYPE II `''%...v ' MATERIAL SEE SPECS (TYP) •;:f C.7.. ; , 7: Irby, a� I941 fibi f/ l a) GEOGRID SOIL E P-.�, REINFORCEMENT `� (AS REQUIRED TYP) hi D 1.41rov t#,TjMyR in iti KiWy.F.'4111”it.MA. wO" VAr. El WIC.711". • •.4r4P to • • • • • • r'•t r.•- •7, 1, •' •'a •ice' , ".44IIII'0•1.■1�l: % !i i „ !':i tI:i ,+•!• % !i i+ Ri+�}�eja ',4, 40:41, 04 dMP IZOPI. di*: 4 44,1%:itI6,.1441k:::A•%PON:A a 411b .14 1;;:A 44:.,A)a f::..1)a 4 A., .t4.4,..., ... rOPPIPP""42111V a, SE GMENTAL RETAINING '` WALL (TYP) 4” PERFORATED PVC DRAIN r-- ; �-•�.; -•% , r-•C+►,--..,�,-- ��~��I PIPE WITH X" DIA PERFORATION '";,.:}!•, '+'•••`;�,;•',..f.r.i -f',..i, ;��*;: aQ 5" MAX SPACING WRAPPED DRAIN �:f. .• `'%•�• `•'• !)14-fdr,„..411..t„,-4,4*...-47.• i! •'I • • + vI•+ «'!•• will+•�•L�lv�PIPE IN NON WOVEN GEOTEXFILE a! ,7%o.∎;-.+ks:�s c;,% h%:44.1 -i ., ;� -4.. ��•� •�•�• •01--'. +!•y. +11. aim* a • PER SPEC 02274 TYP !',�,•�-•!��!.• �•s1 �•,�.• • �,•�•I;x ,+}.-,�.Y.. orw.ltritrw.r....-pw.. +�+1«*«+,•!i+i�•!.*•+�•!'•*•+,•!« x+1 'T •sue f: TYPE 4 (BASE AGGREGATE) .W •.!4•�:.••..SEE NOTE 1 (TYP) .l! Ili; t. .--w t4 irivrimpir Iv frvierIp, NOTE : 1.44.**4-A1•34SitkIt4.4104.11$r! •'!•• •'! • •! •�!• 1444',1• %4:A•�1;rillIS;AAI%: •Vii 1. DIMENSIONS OF TYPE 4 (BASE AGGREGATE)TO BE DETERMINED , !;.;vt};��;;,,;++��!•�,...4t1,•�;:d!,:�;,.;**!: BY CONTRACTOR, REFER TO SPECIFICATION SECTION 02834. :l..!.!•.!.!•�. •+l .%++•.!+A! SECTION Fr O 100m SCALE: 36"=1'-0" -S-021 70 a a r co 0. 2 SQ U) a Z a> z a= c 0 a T c co .U, a, ``0 V/ a co a i E co z D a> a> a.a' 5...._ta c 2 U v a) IF a c rn .y a) c co a) % 0 D PR Orepn_ co 0. a; 'k 08035PE r"• ,// /7+ ' - tt OsIeOig ,\'‘' 1 , Zp 22,\°}xxP.� 4".'EF099 ti EXPRES:12-31-05 o SCALE WARNING SUBMITTED BY ✓ _ - 0 X 1 DESIGNED C LEE � STRUCTURAL SHEET: OF Ci 1 - 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY WEST RETAINING WALL DWG: 100-5-105 AS NOTED IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH: C1eanWat er S ervices o NOT MEASURE 1" _ PHASE 4 EXPANSION SECTIONS THEN DRAWING IS SQUIERASSOCIATES ENSR INTERNATIONAL Our commitment is cleat. S CTI+aNS DATE: 11-APR-2005 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 st OF BASE PL (P. OF BASE PL I & COL & COL 8" 1'-0" .4 11%.-411 '1 1 t-O" I-0" 1'-0" 1'-'0" iIII 11P- VI Mo■ ■ 0. 4111 P. LO $ OF BEAM 0 0 CV 1 34 " 1 91, , 1 " I 14 " 1 9" , 1 " I th 10. t■• 11■I ..0 III• i• P.1 ••• i — —A e ____ i 0 hi SEE 203/ 100-S-200 FOR i 1/4 V 03 0 DETAIL NOT SHOWN I t5 a. ,.. . I SEE MFR'S SHOP DWGS 7._ FOR CRANE RAIL DETAILS t._._ . 4 _ - ./4111111•741111■141111111111/211116 _ Cl 2X20.7 g - .4, P 1 - c ? 2-34 " DIA • 4 E ....... Ct) [23 ,-- ..... cfn (t) ANCHOR BOLTS 1/4 2-16 0 1/4 r 2-16 W21X68---/l I I , La.) Lui / 1 ; 1 I ' 14J i..,.) I ; L8X4X X X11-0" LLH 1- T V4 " BASE PL I <2 ,!? ..... ■13 NIMNI NM= NM= MM. <2 -ED' _ 4 - r -11 i W I - 1-1 LU - I...-. CO - 03 - - 4 . ii. ..., _An 1" GROUT I --4:S.:Ff.-— LI. .-r . 1 u_ *-1-* 0 .. :.: ::..::,i. ..•:.,: : :::::... 4' 0 ° T 1 r • 4 - . i EN -... i.- EN -.. -- 1 <1 - 4 - - .1 i , ., • 4, i I IL -—4::ii,i). — .:j:.._ . _ . ._._4.41-.1:4_ _ _ 1 !? I •-i-• i i _ .1.-- i . i 1 j b _. .. . I I ' 4 - . a V w w V = 2\ ' _ _ - . \ 1" DIAANCHOR BOLTS • 4 ' - , PL 34 "X10"X10" WI c, PL 314 "X10"XV-3" W/ 1/4 V c. 2- 1" DIAANCHOR 1/4 V 4 - 1" DIAANCHOR < . 4 ' 4 - 5 _ , _ _" i 5" BOLTS & 1" GROUT 7 1, " 7 " BOLTS & 1" GROUT ...—........---.. < . 4 I .41 IM. 41 lim 1 " " ile i° \ SEE SECT AN 100-S-043 2-0 JOINT AS REQUIRED 21-0 FOR PILASTER DETAIL .. . (OPTIONAL) AN Wo DETAIL 27 DETAIL I 202 DETAIL 1-721 - , 100-S-021 100-5-021 100-5-033 6.........1 4„„......a 16,....1 9,o 0 a Z-0" c\I c) 1/8 ),_ 3/16 , 5c, I 51,1 1/8 3/16 WV (75 I co SEE 203/ 100-S-200 FOR I. 0. 46 OF BEAM DETAIL NOT SHOWN 316 " BENT PL a) GRIND c ilpor94 0 I WP EL 161.08 Vi 6 " BENT PL SMOOTH o s I . 4'4 I IkA TOP OF CONC .__, ,,,Ti _re:_ .0) us I EL 136.33 a) a WP EL 161.08 6 -...-- I a. / 15- ■ 1 ----<TYP) >, :-.3 I 1n \ N ..41 3/16 N 1 ...i tzs LL a. El . 4 HSS 6X3X Y4 CONT - A SIM 1E21 E i I ..._1 ' r.........., co --.J ;I-- 1!1*- ' -FEL---ff.- ---- - - ----- ---i- ........ 100-5-201 I> c3 4') cuu.8 : 1 1 III 1 „---, 1 _ 1 ammoir■■■■•■■.too■■■•■■Amur/pow Apimelow i ,• •, 1611111■11111•111 EL 160.33 , 1. .-,7:-- : 7"..:..-::.\..S. AIIIIIIMINE1. .! -,!;''., •:, § & 006 : I,.A., iii ,.i. 1 SEE 3/100-S-045 / t- -' • — •t>j— — — -— — ——-—-—• -T.C'1,4.;-rl-: 1-=. - - _ 4 . • HSS 6X3X 14 CONT . 4 . - I i FOR WALL REINF ( I 1 ED . 4 _ - 4 - . .. J ft, I I I 1!I -1: JOIST TRUSS SEE - 4 •'A : I I!! : . SEE MFR'S SHOP DWGS ZO 4 . 4 ' 11.. . - A . / PRECAST CONC 4fr----a----------- A < . 4 b . A - WAINSCOT PANEL 1 L r- -lir -- - -. I 3/16 c co , ,. 4 . • REINF AS REQUIRED a) ('TYP) SEE ARCHL AND 0 1 I 3/16 ‘ - D " SHOP DWGS 1 PL 314 "X10"Xl 0" W/ I lii X "X6"X11-0" PL • 4 • Pr A . i> . 4 - 2 2- 1" DIAANCHOR 1!I . 4 . X " BENT PL . <I . 4 _,..'<_.1....4.1..._ a. BOLTS & 1" GROUT / . .A. : = III . 11 14 f III . 4 - <1 4 1 ------FASCIA BD OR 11 VENEER SEE 1" NON-SHRINK ARCH'L DWGS .0) ■ 1 2-X " DIAANCHOR BOLTS '14 —ei) I.I 1" NON-SHRINKING I I!I I GROUT GROUT 1'-6" r ... .. .01)PRares, I 1/4 V — I — — 4* — . e._ se I 1444 Pin j 14::7 • 6 DETAIL 205 DETAIL 228 g: ' 08035PE tr. , DETAIL 229 ... , ...: . r... / _ 100-3-034 100-5-034 ct CaleCii \)' DETAIL 204 I 11_4.i 100-S-035 6.---1 100-S-035 1600-S-045 . 4 22, 1 .......i tdi k.. '2■it' 100-S-021 100-S-050 • E FO it° li......■J 100-S-203 ID EXPIRES:12-31-05 r. LO 0 SCALE WARNING SUBMITTED BY 0.) STRUCTURAL SHEET: OF Lc) — _ _ 0 li 1 DESIGNED C LEE ---ib#,..„ 'ci 1 -- I (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) ) M IN • DURHAM FACILITY DWG: 100-S-200 z 1 -= v-0" IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH: INFLUENT PUMP STATION .. CleanWater Services PHASE 4 EXPANSION o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DETAILS - 1 DATE: 11-APR-2005 --) THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 6"• 6" SS L,2X1 1�"X " LLV XO'-6" 2!_O' ACOUSSTICAL LOUVER AND •r • @ 24" MAX SPACING _ ti CONCRETE BETWEEN ` „ METAL WALL FRAMING PUDDLE WELD (TYP) 2" 3/16 COLUMN 8 �� SYSTEM SEE ARCH L DWGS 3/16_0., , FOR DETAILS (TYP) SS L6X4X CONT W/ " DIA ROOF DECK " SS AB 16" OC �� \\... -- - - SS HEADED STUD @ 12" OC SEE PLAN "' 4 T 4 _ / MIN 2 PER EACH - ° _ I207AP07dI MAX WELDED TO ANGLE t! " " 0 aA ( PIECE OF E WAINSCOT 11 SEE SEE DETAILS DWGS - 4 I �, ,� •- 00 3X3X a 4 CONCRETE WAINSCOT (TYP) (� FOR DETAILS 4 I I r _ - - .,, �� ENCLOSURE PL - 4 . CMU VENEER SEE I / - .` ' ° ARCH'L DWGS ° ° ,' 1 1 4"X6"X 36° r it ■ a 1.-4. . o ;�• PRECAST CONC WAINSCOT SS BAR _� I 1/8 " _ " 1 6 ♦ W16 COLUMN 4 '` I PANEL, REINF AS REQ'D SEE SEE ARCH'L DWGS I ,! 6" a ti I- I , I MFR'S SHOP DWGS 1/8 1 - 6 � , .,-._ _ [3..— i, � � '� ° ♦ • ° - FOR DETAILS � I Q. _ 0 t- - ' 1 ■ a • } I rn m -— I - . /Ali 6"X2"X "X7" LONG 4 ..ex 1/8 1 " _ 6tf_ I• -— .� '�' - , % " SS PLATE SS L6X4X )6 CONT W/ X " DIA 1207B1207c1 SS TUBING - 4 - �'' c w I METAL SIDING •, �, CONT (TYP) SS HEADED STUD @ 12" OC . ' ` N - _ A OR DECK a %s MAX WELDED TO ANGLE a r g c ■ - 4 - . I 4 '. • 1 BEAM - I E S-567 . 4 - I /- __1 _ PRECAST CONC WAINSCOT SEE PLAN 4-- • 4 . %� / ` PANEL TO TUBING AT TOP DETAIL 1207A1 4 ■ / ---iir- 4 ■_.. .,.. •► EL 132.00 SCALE: 1 !' = 1'-0" _ I • 1 • 4 • 4 r- - - - ' a . 3"X3"X)6 " BENT ! I 1/8 1 X " -6" BENT PL . PRECAST CONC WAINSCOT --• ° . . ° ° SS L3X3X CONT W/ " DIA PL (TYP) I I 1/8 - TO DECK �' PANEL, REINF AS REQ D SEE — •— - = P. • I I I I ( - A • 12" 1 X " 6" (TYP) I ARCH'L DWGS AND MFR'S •a . ° 4 . ° ' 4 A . O. 6"X2"X %" X7" LONG a . 4. MAX FADED STUD @ 12 OC I I © I II"H II III o I 0 I SHOP DWGS . 4 t SS TUBING I I / I �• — — — .r... — 4 • 1 % 0 f- 1 11 • • . ,, , • GROUT AFTER STEEL —r- — ao . 4 = o COLUMN IS PLACED r-,,I /♦4 . . EL 132.00 , iS ';irai!.,:.t;R,.r. t•E};:''ta1' v , 1.._. A . �i ROOF DECK .._ 4 ° 1/$ 1 Xt " -6" SEE PLAN • 4 4 ► a ##4 I @ 6" W/ , -cam"' - I I III II ) - SS �!! t! 4 - DOWEL INTO WALL S L2X2X 4 LLV XO-6 3/16 V a • 4 a . ° 111 =111911 1/4 > -a 4 @ POCKET FOR @ 24" MAX SPACING =cm= COLUMN (TYP) i m o 4 a • 4 i. N 209 4 . PRECAST CONC WAINSCOT DETAIL . 4 - t - - - 4° - - SS HEADED STUD W/ DIA ° 4 #5 @ 6"W/ HOOK PANEL TO TUBING AT BOT DETAIL 1207B1 SCALE : 1 X " =1'-0" 100-S-027 a 4 O a SS HEADED STUD @ 12" OC - 4 ■ _ A 4 • - ' • ♦a MAX . 4 4 . - 4 . V SCALE: 1 Wf = 1 -0" - 4 1 a - A i 100-S-033 % " SS PL CONT - /, _ ° . • SS L3X2X)6 X0'-7" I (TYP) - SS L2X1 1 X LLV X01-6" 2- DIA . OF BM & COL - ° @ 24" MAX SPACING - 4 - SS BOLTS ROOF DECK- I`� ° 1 CONCRETE CORBEL SEE 4 SEE PLAN 3I1 fi ° 1 /100-5-043 FOR REINF N (TYP) 3/16 DETAIL r2.761 - 1 " _ i " SS AB 16" OC 3/16 ° W16 COLUMN SCALE: 1" = 1' - 0" 100-S-032 @ a 4 1 I WP EL 165.37 ■ MIN2 PER EACH If C 100-S-032 PIECE OF PRECAST ° 41111111 Ars Am.: ... -1! 100-S-034 CONCRETE WAINSCOT J . I 100-S-035 (TYP) . 4 ° I ```-- _ •• 00 100-S-036 I1 -`�-..,t • u) 3/16 1111 1 DETAIL 0gA 6"X2"X X"X7" LONG ---I III 225 2 eis DETAIL 207 co 9y „ _ SS TUBING 3/16 T 2-12 / 100-5-204100-S-204 a SCALE: 1 = 1 -0 100-5-201 100-s-032 ROOF DECK DETAIL BENT PL TO 46 SCALE: 1" = 1' - 0" 07C BEAM 3/16 2-12 � / • 1 Q0_S_045 SEE PLAN C WELDEE 100-5-050 100-S-033 (TYP) SCALE: 1 X" = 1'-0" - _ ... BENT PL 0 (TYP) s�' 100-S-203 100-S-043 X " PL 4 i _ v� 100-5-045 I WP EL 168.94 I o j 3/16 , 2-6 BEAM , I " (TYP) I- 6 ROOF DECK- I BEAM - 1/4 ' hill 1/4 ih,„ 3/16 Pr 2-6 i e SEE PLAN (TYP) % I SEE PLAN C % 1/4 1/4 r =� (TYP) Pr '� PUDDLE ( ) I 1/4 Fr — '6 " BENT PL e WELD r 1/4 iiik " PL if E1 (TYp) �° MATCH P EIi. 16'1.08 4- DIA BOLTS _ 1/4 ROOF pr ,.. o SLOPE - - T,, 1!i (TYP) 16 2-6 --��-- 1" MIN NON- I STUD SEE 'm411, ARCHLDWGS � 3/16 2-6 316 " BENT L 210 SIM I Q /1_,, SHRINKING GROUT �ii� I toi �'�_ 100-S-201 I 100-5-201 ® EL 160.33 „, N I I'� -`!110*-''' ' `` - - -' - __ ^ ijolcocI�M ,� 1 DI _ 1'-1 — ..�. - - _ROOF DECK I % " PL � 1 5EE PLAN U Itt.rn (TYP) u - -t i .�01 P. - 1/4" BENT PL a SEE PLAN WELD TO ROOF 2 - BOLTS C 2 -31 "ANCHOR Y " ENCOLSURE PL o� JOIST SEE PLAN I •y GUSSET PL BOLTS la � WELDED TO WEB 100-S-028 °. • .0 I _ 2- X " DIA BOLTS © ° ''� ', '3 I BEAM 2 -3 " BOLTS ��EASIDE OF WEB I– SEE PLAN I J (p.BEAM BEAM - EMBED} I 2'-0" 0 PRQ�` 1l I I 211 SEE PLAN (TYP) I \N :,®ZNS,: I DETAIL w 4 Wr �; NO SCALE loo-s-027 DETAIL 20g W16 COL � osos�a�>~� ,G- ii DETAIL 210 DETAIL 212 DETAIL 213 NO SCALE 100-S-028 SCALE : 1"= 1'-0" SCALE : 2"= 1'-0" 1" _ t !! ��` 100-S-027 100-S-027 100-S-027 SCALE : 1 1 -0 100-S-027 100-S-029 I ' 4' ZIP 22,1 ��4 100-S-032 100-S-030 100-S-032 100-S-032 100-S-032 '' f FO%- 100-S-033 100-S-031 100-S-033 100-5-033 100-S-033 r- - - EXPRES:12-31-05 0 C LEE STRUCTURAL SCALE WARNING SUBMITTED BY SHEET: OF 0 X 1 DESIGNED (PROJECT MANAGER'S NAME) LICENSE NO. DATE `S DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-201 INASSOCIATIONWITH: CleanWater Services PHASE 4 EXPANSION z AS NOTED NOT M SUROES DRAWN T MA DETAILS - 2 DATE: 11-APR-2005 -' THEN DRAWING IS SQUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 - - -10" .. 61-0" ..-1-01 51-0" "1""j.' 41-8" 21-4" , 21-4" 41-8" iii 51-0" 61-0" 8 o a.c1 21-9" .... ri, mi V- " ri..I 61i. . . 41-6" I., 01 . 5,-01.61-6" voi .4" 71-0" 011, IP. -AI IMI. All 71-0" ipiji .m161-661_1 it 51-0" (TYP) ..... g.,OF COL ( i 21-9: 41-6" ..j 11-6" 1 I'11 , . % NI i A 12211(TYP) Cii _1' I 4.OF BEAM (TYIP) 12" CONC SLAB LEDGER ANGLE H I TEOLP 1406F00BM ° 1PO-S-203 100-S-204 S 555 '5 EL 132.00 (T4P) ° 100-S-203 a. TYP) S-560 ■ I T L .,L I J L I I 1,v) 0 111111111111111111111.1111111 11111111111 0 A - - 1 / . • I ! i st i I I .-1- -- - pr, 1. 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BRACING N TOP OF BM L6X3 X X 6 CROSS TOP OF CONC ' I (TYP) EL 142.67 (TYP)/ ENCASEMENT I C SEE MECH'L DWGS . TOP OF CONC BRACING (TYP) S-567 EL 132.00 I FOR ALL PIPES (TYP) I EL 130.50 (TYP) 219 TOP OF CONC 11-0" . 100-S-203 I EL 130.50 1'-0" ,.... 1.--i .-• I Lmmimmilml • 100-S-204 (TYP) (TYP) PRECAST CONC 4ijno Immimmuma S-562 iii 1::' $ OF COL (TYP) W8X24 STL COL ' '4 T7 WAINSCOT PANEL ' .... -..• 31-0" SQ CONC COL (TYP) I (TYP) I BELOW (TYP 3 PLACES) 11-3" 181-0" 181-0" i 1 1-3" FRAMING PLAN AT EL 146.00 214 I ra.r VIP Pii, i 1111 PIP,. "IP . 1 i ... III......J FLOOR AND FOUNDATION PLAN P751 100-S-021 0 I immmmimml U r■olli 71-0" 0...-.... 71-0" r, I E0 I . 61-0" ... I 51-0" ... I . 71-0" 71-0" ...I. 51-0" . 1. 61-0" ...j 6\11 I I ' . I ' .i I I 1 . 61-0" . 5-0" ' 71-0" . 71-0" 51-0" (t.OF BEAM (IVO) 61-0" 221 (TYP) 16.......a00-S-204 / h"- / W12X14 (BELOW) (TYP 3 PLACES) i 10..i..... I I I NI NI i TOP OF BM i EL 161.33 %OF BEAM (TYF ) c75 0---,-- --._i_1-,:07......1„.._........„.......„-/-••••-•.4....._,.........._,..--...._...._.+1 bk . :.: -,.. / ‘ ,„,,,. \. I .7,:::.... \--CURVE [ISS 6X6X 1/4 ..:„...e. ! I ' TOP OF BM EL 161.33 o..") i 224 i Fil 46 A --,:,...„ (TYP 3 PLACES) ..„:::,:/.. i.; ES) U) NIIIINOINISMII+11■1111■111O ■I±1■• . „, ■••■1+1■••■ I I (TYP) 100-S-203 • - - . ' - - 100-S-204 ; 100-S-203 ......LZ 1..........i . T 0" S-560 111111111111 ''''''::::, I „.„:"... 5° L3X3X X CROSS I BRACING (TYP) T , ,..., ,, .., I a' \ ' :1.1' ::: -6 Zo .. . .. ... •.: ".:. .. . .. - • - W12X14 I ..,•'''' i.i...:.:,,,,,, .:.:•-,„ 11„1.1111111111;,.: lb r--- ill'.... .........---- H H11-.1 ii 0 •OMIIIM 0■•■■OB IMIIMM 0 MEMO S. / W8X10 ‘, ii e 0 W8X10 cp W8)N\(1\:\ . ... :„ .„.•.:., ,:. . . , .. ... . . . 0 . __,..._ 8X10 W8X10 W8X10 W8X10 ' It • •• • - ..:, -..- Hifi& , cs 0 _ c) o -,■.,. ,- ,- . as o k\tx ca.....- 0-....- 100-S-203 . .. . - .: N\tx u.. ....-'*-- (0 :: ii•; :, ii, . u j i T<" , .!..I1 ,.- .;--<. <.?, )<" + :§ iiiii r.°- ,.(3° >4 mTh71-11 ".•Cr c° 1-0 00 I TC -P )7.< >-. LT<' x OP :::. • „„ ,,. „ .... ., g 7i) c‘ N('6 l'').- ° '-' . :. ..::.: ..:.• ..:::: .::,::: ::: t c') °).- .„• i„ ..•:- .:„ :: ,•:. • - - riii ro.j...., .,. .... 7... i 4 in \., a' .. 0 I -z"- I''' I ) ( H : .. W8X10 1 W12X14 cc) Ark , 1 W8X10 ':11.1...: WW1/ W8X10 •:-----------0 ‘ Iri====. ii=== ==.. 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BRACING (TYP) -ow t. . ,.......„.•:.„ •;•:•:•:•,...,•:.„•:-......,...-....,..,.... ......... .6 BARREL METAL ROOF PLAN 7-17 -..... 2 L6X3 X X6 CROSS "E BRACING (TYP) 100-S-203 (TYP) 1- 41 4411] W8X24 LOUVER SEE ARCHI DRAWINGS (TYP) S-562 4.1 AL TYP 14 PLACES _ seiN.E.Wetp &II 4P ai l':: ' 08035PE _ LE FRAMING PLAN AT EL 156.67 F2T5-1 TOP FRAMING PLAN AT EL 165.00 [ge] ,....... ,,„, Ilk. 100-S-026 100-S-027 • e FO0 lt- im........1 0 EXPRES:12-31-05 iii o SCALE WARNING SUBMITTED BY STRUCTURAL SHEET: OF in 0 X 1 DESIGNED C LEE ,-- I 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE 0 0 M IN Services DURHAM FACILITY INFLUENT PUMP STATION DWG: .100-S-202 zi3 X"= 1'.-0" IF THIS BAR DOES DRAWN T MA H IN ASSOCIATION WITH: CleanWater PHASE 4 EXPANSION STEEL FRAMES .0 NOT MEASURE 1 - SQUIERASSOCIATES ER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 --9 THEN DRAWING IS Our commitment is clear. PLANS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 0 0 - 18' 0" 0 18'-0" #8 @ 12" 11_0" #6 @ 12" 8'-0" 5'-O" 6" I.. .-I I cm E , �.I.. . ' '.. 6'-O" 5'-0" 7'-0" 7'_0" 5,_0", 6'-0" I I I I .•-I-r ►}-. r•-I ►-• �(j •--r.r r--I T' EL 132.00 �, CURVE KALWALL ! ! 0FC0L(TYP) ! I I ,,• N 1 t a II EL 16750 nom. ! I ! a 4I I III�` i T r ! ! 100-S-204 0 I I I ■ ■ , 1 � ' I r a a a o _ " I I EL VARIES FIROM 165.00 TO 164.50 1 #'J I ,�• ! +1 #7 @ 6"—! • #7 @ 6" a ! S=6" I 1 EL 165.00 I 1 I i k. • �, - - W EL 164.50 - - -- - —� �,, � I a iii I S-561 (TYP) : : W 12 . ! #7@. 6. a . . • a F10.410 LOUVER SEE ! — — — — - _ _ _ _ EL 161.33 I I 4 4. mc . .: _. . - �� I �� > '� EL 160.29 E ARCH'L DWGS I„% . BM TO BM C !I ;; S-562 11--,.::.... : .. - - - • <.;; I • (TYP) ' \--10-#9 :, 1• ` I II I " • , #4 STIRRUP tC� fi I - : I S-567 I t I EL 156.67 L LOUVER SEE EL 156.67 1 ,_ " / I ARCH'L DWGS .:. _ _ 3 0 SQ CONC 1 * : : 1 COL BEYOND , ��.. _ II � �. . . (TYP) 219 � � I 1 :` I EL 154.75 : ;• ! ! I 100-S-204 I U a . I (TYP) I ' " " 1 _ 6-o 6-o -�I !: :: SECTION C S561 - ,, ..- -.• II . .. : n . .. SCALE: " =1'-0" ::: :: i 1 i 1 .4 -..C."1"' ..:*. ..: i i 11 :: ::: 100-s-202 1 , '' ' : : ': ' H ' ... ::. / 1 0 .. - EL 150.00 I ,� :. I EL 150.00• :? .. -- L6X3 X 516 I - - I - - - -ir, BRACING (TYP) . :. . o 1 227 ! I, I 8 ! !: i •1 I ':" � 4_._. I � • : :• I EL 147.54 • : . .. 100-S-204 fiv, 18 .. . <: M !ARCH L WALL SEE I I (TY ) I C8 I :: : ARCH'L DWGS (TYP) :: I i C8X11.5 �• TOP OF CHANNEL EL 146.00 . :; 100 5-204 :: ii : _ 1 . : . .. I ' J 1111 y ! • `-1i . :: : I I S-562 : •.. • SIM .4. ; '- ter ( S-563 o ,• EL142.67 I � ! - I is r-. :, , , - •. --.,1 I W8X15 I I EL 142.67 71 ' 1;:.: I::I 1 1,,. „, i,i, ,, ., •”o I 1 I . I : ! 0 i::: '.::W8X15 UN0 I i . ::; I ` ` M r (TYP) I .- . .. I I I a := I I1 I . : I ! (TYP) I : ARCH'L WALL SEE L6X3 X 16 I SIM 229 11(TYP) BRAS ING TYP) . • I _ S-567 i : 'ARCH'L DWGS (TYP) a : ,. I :. S-563 . :, I I (TYP) 100-5-200 4 I ! ':. I :: :: I I : : I I •• . I t' a . . o {` I 4-#4 TIES @ 3" I I I : 444 TIES @3 e % T - I . � _TOP OF CONC 136.33 ::. ._ : T,.�.► ,�� I I � �• (TYP) _- ♦-__. 1 TOP OF CONC 136.33 't y a... . (TYP) —22 1TJI tit . ..:' , ; 1 ! ' I v #5 @ 12 I . -. :: I I ' , ' - I , \ I VI 1 : ,_, - . '•. : I yt 100-S-204 #5 12" (TYP , yy I`I a• . V� i r �p i , tt 1 ! #8 @ 12" i t i i (I I P) O�A _ i .;i.- ...: #6 @ 12 #6 @ 12" : 1 i , t t' I 00-5-201•13 'd' #8 @ 12" EW T&B #8 @ 12" . . I I : I #6 @ 12" (TYP �I : . ... ,' `` I —. ,�' y I • A :::%11) :/EL 132.00 I I, t� t' @ EL 132.00 :. I i ,�► 11-71-TM-- :410: .i• • Iiir 'w • - • • •9• III I R :1 a • I I I I 1 •�'- :• . 4 • _ a . I 7- I a - a . . EL 130.50 �� • • I � t�t'�A Q I_ 1 1 — ° •° � e 0 q) a • - a • a - a a A i #7 @ 6" 44 „ • ID a • 4 - a Q v ° a a I a 0 -:: , :::.:,:. :. :„.:.• „::::.,. a• • cU-5 +I I •4 , SEE MECH L °' FOR PIPES ° • . #7 @ 6" a • o '::I I " 1 a` TYP .� ::.: #7 fi .� • s 1 1 F ° •a - I q - a .y a @ A 4• 7 1 1 CONC PIPE :. I EW T& 4-0 (TYP) < _ ' 10-#1 Q - a • a 0 Y 4 i : > :3 6 ENCASEMENT ..::... a ' Q a I I a a 4 • or or 1111 w w w \ii. • .I . a , :a: I ____ __„,..,....1 .2 • ' 4 • ' ..,,.... 6-4 IN%- 11, W 11•11■1/ - %....II...... • • • • • •F • 4 I w w [ .1111■ ...■16..... Q 4, 10-#10—/ II . . . . . a I a a s I I ii � g ICY w zA STIRRUP 6" IIEIIHIEIIFIIIIIH _�_ 111-111= .-, J j g 08035PE r- �- — 1 o-#9 ! @ -111 -111-11I -III-III-III ! III III III 10-#9 #7 @ 6 (TYP) III III 4 I I SEE MECH'L °� © . ° 3'-0"-0" SQ CONC 9 l N.C) * SECTION A a t COL BEYOND TYP / i SECTION B i FOR PIPES q Y 22, r N 3'-0"-0" SQ CONC � . (TYP) (�P) '�4-E Fo�o� COL BEYOND I SCALE: %" =1'-0" 100-S-202 I SCALE: " =1'-0" 100-S-202 o ' ' — 1 — EXPRES:12-31-05 o SCALE WARNING SUBMITTED BY �,�, STRUCTURAL SHEET: OF T? 0 X 1 DESIGNED G LEE f 1 ' I (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY INFLUENT PUMP STATION DWG: 100 S 203 AS NOTED IF THIS BAR DOES DRAWN T MA INASSOCIATICN WITH: C1eanWatServices PHASE 4 EXPANSION STEEL FRAMES o NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 11-APR-2005 THEN DRAWING IS Out commitment is cleat. SECTIONS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 I .,- 2-X" DIA I _ BOLTS 3/16 3 SIDES (TYP) _ iii 7/- STEEL COLUMN COLUMN 3 SIDE 1/r--- a ', 6 it 0 " GUSSET PL �; II \�Iti‘‘ zz/V a. , II a. II 1 (TYP) i 'I ?-3f4" ANGLE '� �� O'`. 3/16 roll ;; X-BRACING GUSSET PL il_ ANGLE �C /iii �� TO BASE PL ;I "•` X-BRACING co 3 SIDES6 II W8 In 1 II 3/16 I'�I " GUSSETPL a ii �( eq / .';I 3 SIDES \ / ,I; �► ANGLE O ANGLE :' • /-�.,' L 3X3X 1/4 a * , /7-;-x ,��, X-BRACING ,� Q X-BRACING II 0 N I; � e e e e .; " GUSSET PL 4 -g I E ;;_ `\,. �� GUSSET PL ° ° ° it ,ter.'E III STEEL F3 1 I:I �o BEAM 2- " DIA OP / '� I / ` U) II i --. ,�.-- BOLTS .- ..- - . - . J i... P�.1.r-�'�,�',i u.c.-.��. ---- ,I I TYP II 1 %� " DETAIL I 220 i SCALE: NO SCALE 100-S-203 I �'' 1;1 W8 1 I 1 W8 COL 1›.---- I, 3/16 3/16 N „ 3 SIDES 0 2- DIA BOLTS ;:1<. ",9 ∎ ` I CONC WALL i I 1i • .,,000 '� 04 3 SIDES ANGLE j DETAIL 12211 1 A. 3/16 X-BRACING I SCALE: 3"=1'-0" 100-5-203 3 SIDES ■ 3/16 DETAIL 12191 - 4 - ! - 4 - ii II SCALE: NO SCALE 100-S-203 - 4 1 - 4 2-3" DIA , I, BOLTS ANGLE ! --�"' 3/16 WORKING POINT 11 X-BRACING � _ = 1 0 - 4 - )6" GUSSET PL ' , 3/16 EL 165.37 I I I 'a _ 4 I Q - 4 ii 1 t llooltlialli.:1 3/16 • • 1 - 3 SIDES (TYP) 2- DIA BOLTS �• ,,� W8 ' C DETAIL 218 -` 11 1 SCALE: NO SCALE 100-S-203 I W8 4 SIM S-560 12X4 II l` 3/16 (TYP) L 3X3X 1/4 .� , II __ fp / / ,' " 3116 •,',�`, ,.' 4"%v i' u •♦ , �- � •, I , './, • -, F W8 3/16 " L.....) N. - , rr4 cNI Co I 0 r / , •I 0 0. , HSS 6X6X 1/4 / , 225 j. OFCOL 00 . , DETAIL I 1/4 Pr •�., x /•/ / SCALE: 3"=1'-Q" 100-S-201 I 1i`.,'S• -/. •''� L 3X3X (TYP) " GUSSET PL• / •,.,, y o a . ,,Ng). )1- I '' li " GUSSET PL(TYP) .� ! **// / w ' 3/16 'a) �X ,, ' i 0 / ` `''\ I / ROOF DECK DETAIL 223 A p// I / S I iii ♦ ♦ 'U ■ _ _ _ Y _ _ _ — ? .F'�"P �'f�'tilA�'a-�J'ti..i''.!�?-5s-� a�-s-�O vim- .T�.� .�-1i.�. t s�=-iC3-�- -— SCALE: 3"=1'-0" 100-5-203 u_ - - / . . .� 111 • .. E - _1 /�V/∎r/ / j 1 't ' Li I. 1 / III r \i 0 i.Vi�i�i r.�, III s I I ±I ■ II I ,�\ 6"X3"X 4" BENT PL - ■ ' / ' " (TYP} III C `I:- �� cps W 12 ; CONT BETWEEN W8 co� - III PL ,��• �� :(1 I I HHS 12X4 �i��.�i� III �- a�.��i � � _ _ _ I'I ♦ II � I . —"� ' C8 SLOPE SEE i . E �`�_ 1r�r4 -rte I!I •� \ `•� 2-Y " DIA BOLTS (TYP) SECTION \ \ I I II 1 I i I I. '' 'r, 3/16 �.�� o ' W8 STL COL I,I �. WS COL-'�' a I III II \ L3X3X W/ , 3/16 E" If _ 1/4 1 I I \• 2- Yi" DIA BOLTS .c •/. I I WO \ r� PLAN '�, ■�i '_ DETAIL 226 ELEVATION ,� a) SCALE: 3 -1 -0 100-S-201 I --/\,--ae �� lo hi �, 08035PE! f''' - DETAIL 222 DETAIL 1 SCALE: 3"=1'-0" 100-S-203 SCALE: 3"=1-0" 100-S-203 DETAIL 227 `t, CRISI0N ,\ �'1 SCALE: 3"=1'-q" '�'q,P�� 22,1�� 100-S-203 •E FORA rte- EXPRES:12-31-05 o SUBMITTED SCALE WARNING BY It) 0 1 DESIGNED C LEE � STRUCTURAL SHEET: OF DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-204 Z ( (PROJECT MANAGER'S NAME) LICENSE NO. DATE • AS NOTED IF THIS BAR DOES DRAWN T MA IN ASSOCIATION WITH: C1eanWater S CV1CeS PHASE 4 EXPANSION STEEL FRAMES o NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL ur commitment is cleat. DATE: 11-APR-2005 T DRAWING IS o i il REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM ARCHITECTS ASSOCIATIVE INC DETAILS (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 • 1'-0' 1'-0" 5'-0" 1'-4" 1'-0" 2'_O" 5'_O" 1'-4" 2,_6,r 3,_O" 2O'_9„ 3,_Orr 7'_2„ . . . . . .... .I 0 1 Li) . I ! 3'-O" 8„ 3'_O" ' 3" _ i I L N I I I I t - I p. � - I a. N j OF BEAM (TYP) I I I I . _ _ _ _ r I I I I I I I - � --I (TYP} 1 I I 1 1 In- 5-563 o j FRAMING ANGLE (TYP) S-501 10 I i I I j I I ! 1 1 0-S-052 ' I r I °- b I BM T WALL I 0 . I I I I PL I S-563 I I TOP OF CHK'D PL I I EL 149.50 I 0 A I I —. I I I a� I • I I I ____ I I i „„ SM.IIIIIIIIMP.E !Ir) X1111111111 411116 _._�` 1 ( \�, �.\\.. --nom ;1 e Urn�11�� ' ._.■ I--—- =sn -_ 1:111:11 I 7 \\\‘\/ Zv �I N� - ----- ----- - A--- - - i -- - - - - -- - - C1 .• 2.1 '- iii I 1 iii, N ii 7 ±1111111.111.11.1.111MIIIIIII.-—-—-—-— -—-— --— - 12.1 l I . ,�I I S-563 m `- • I �' o �'' ,.�, ' �' __' �; 1 u�.. l' ��/ CI P+'� � ° N U aC �i o0 Midi rI' (TYP) 'f Co d- i / "a= •+,U _; I I b' ' f .. 12.1 1 11111 1 i S-564 ! - J pct I W mow M M. ALUM I I I r� v V i\i\i\i i I 100-S-30i•_ I I 1 \.\� I 1-� S-516 t 2 I .:; .. III 11 I :..`> EL149.50 • �� k,1 •I _=.. - 1 = u N ma- N I 1 I C8X4.25 1 0 I N I �=la X ti Q r '•I -_ I �r Q CV i I �Y f I r NB 1.11111.• ° (TYP) _ k� Cb `'� U I . . P 1 -- 2'_6" . ■--' S-562 U. '� 11,11,111111 I (CHAIN RAILING a :__ TYP , • I 5-562 =====: 1$X$.1 _ _ _ _ _ ( RAILING) 302 ii llllliill' 1!!IIII1 ` ' ,1111111 h V 1(TYP} S-516 - ° / o • w I ''111 00 Q m �- I �♦ ° ,i _ _ (TYP), UNO 6 ROUND TUBE • ,,1!1111. I j': S-516 . p I BELOW (0.313 WALL 11111111111, _ _ I ox12.1 8X$.1 I D 1 I - - - - - - - -—-—- - 11"11:'1:1"i - -- --- - - --- I1"ii::i#'1� — - —-—- 1Ii1111111111 Iw11111111111 --- - - ------- I TYP X1111111111' X1111111111' X11:1111111 X1111111111 S-563 ! LADDE WITH FALL '''�1111�' '��1111�' 6" „ „''�1111�' I . .,• PREVEN ION SYSTEM 301 o 4" ROU •■ UBE COL 6 0 6 SEAT ABOVE BEAM ° I = 0"�' - (0.25"WALL) -- ..iii �' I SCALE. 1'- 0 100-5-300 .). . 111111► /Illl� , 111111. X111111 I '�� • ::::: X1111111111. ,■�Il11111, i111111111�. mini I 100-S-026 I10X12.1 - I L !1 n'ry I - - 0 �im : v OBM s ,� = 8x8.1 NT I �6 "V I co Iiiiaiiiliil� —-— -—- - —-—•— -—- — • - _ I p. • tO �4 co I1111111i11' Eo I • . • _ w ' __ - . • . S 531 � C8X4.25 11:111, 1111111 I — C8X11.5 0 .w ._.__. _. _ . i I A!!!!!!! _! llllllll 0 5-563 I:t• �� 1 I . . . • . i a ��♦�4'gg1� - I I g 1 . �`�� .4. 46, 1 B: M TO WALL 5-560 I • a d d d 1 1 I 1 _ - a. EL 132.00 1 5-530 SHIP LADDER Y 1 I I . 1 C :00-S-3m0 - ,. . D o �� I 1 . I L3X3X X6"r LG 41-0" W/2-11 " BOLTS o .i (TYP) S-51 fi SLIM . - A • 6 I 1 1.32.1 . P a SHIP LADDER 100-5-300 >, BEYOND I I I LL - - - --- - - -- 5'-0" 2'-0" 1'-0" C8X4.25 1. iii E�E - il ----------- - --- -- -- --- 4'-0" I 10'-2" SECTION W-E I BM TO BM i SCALE: " = 1'- 0" 100-S-300 g S-562 1t-- . � � ,, , -- ---- I � DETAIL I PLATFORM AND STAIR PLAN 300 302 E ' '' EL 149.50 _E'i. SCALE: 1 X " = 1'-0" 100-S-052 �i SCALE: Y4" = 1'- 0" 100-S-026 iI SIM FOR . I'I iri t I PP : 100-S-300 BM TO III �?-,3 ly. Ia 302 EL 144.00 1 Ire ■ 100-S-300 ` S-563 (TYP) i / 1 ,. A VW-- kfP NOTE : \.'t ®IX cl hi 6'-3" 308 ---3---- Izl ' 08035PE r- - ir.. 100-S-301 [.• .1 ALL STRUCTURAL SHAPES, PLATES AND .; . 'f r.:,"' 16......... BARS SHALL BE ALUMINUM WITH STAINLESS ammo STEEL BOLTS. ,��,� lq� 4 SECTION flT'] /4 �' 22, !• SCALE: % " = 1'- 0" 100-S-300 �F" FOR4 EXPRES:12-31-05 o SCALE WARNING SUBMITTED BY `° 0 X 1 DESIGNED G LEE ``� STRUCTURAL SHEET: OF r I — I DURHAM FACILITY INFLUENT PUMP STATION DWG: 1 00-S-300 ° (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: y 1,_O�, IF THIS BAR DOES DRAWN T Cl ea �ater services PHASE 4 EXPANSION METAL STAIR AND PLATFORM o NOT MEASURE 1■ SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 -' Our DRAWING IS Our commitment is cleat. PLAN , SECTIONS AND DETAILS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 3" 5 -0-4,-; 34 "ALUM GUSSET PL ■ ALUM ROUND c ALUM C12X12.1 BEN I TUBE POST I ck � / I 1 3/16 V O. / ■ INIM j 3/16V lb■ r i I . / I I i iii , t\ii [V o / ' ' III ' ' ' ' ' ' 4_, / 1/4 V r" T-:11---_ ALUM C12X20.1 I I I j- N� / / PL — .- — - ::: : POST TO BM V :+/ 1" (TYP) / 3116"F"-- ` / , -1-. 1.J J_I_i_L L 1 1 J i ( 2-L3X3X (ALUM) / i / / l 1 1 1 1 1 1 1 I l �� .1- 11:. / !_ _ 3- SS BOLTS 1 • I/ �' O c 'c. ' �� / / - i ALUM PL 34 "X6"X10" 1 1 V I 1•I 3-34 " SS BOLTS '' D Pl".67.1 " 1" / W8 2-34 " SS BOLTS / ? - ,,, . _1.1 1" (TYP) IL L.1...I J--I.7;::I-..-..:.-I / / ( P) 3/16 V 4-X " SS BOLTS W/ ALUM C 12X20.1 ALUM C12X20.1 BEVEL WASHERS & NUT AS REQUIRED 3/16 V ALUM C12X20.1 . I 'ALUM L3X3X 31 C 9" LG ALUM L3X3X XX 9" LG 34 "ALUM STIFFNESS PL TYP @ EA WEB OF BM DETAIL Lii52 04 DETAIL 303 SCALE: 34 " =1' -a" DETAIL 305 !, - , SCALE: 1 " =1' - a" 100-s-052 DETAIL 308 SCALE: 1 -1 -0" 1 a0-S-052 100-S-300 SCALE: 1 34 " =1' - 0" 100-S-300 100-5-300 ` 100-S-300 100-S-052 14 " (TYP) }8" MIN (TYP) ................................................................................................................................................................ ........................................................................................................................................ ........................ VENTILATION HOOD ,1-- BM TO BM ' SEE MECHANICAL DRAWING 1 (TYP)} S-562 1 1 8,� t !i r ,I r ~ I P • 4 , A REMOVABLE TRANSLUCENT o 444 TIES (TYP) 0.'44. HATCH SEE ARCH'L DWGS a I I FOR DETAILS I #4 6" MAX (TYP) `` • • n I I I .. z•o ��'� C� 1 1/8 GV At ■Ts �aG_ 1 ■ I • #4 @ 12" 1 V, I , +C 3- #4 .. � I I 1 � I � , _ 4 a �,� - #3 •BAR (TYP) ° 1— I i •` EL VARIES SEE • I /_ ELVARIESSEE ROOF PLAN •• 4 la . a ■ I . � � LSE '� � ow 1 ,O pil �' __ -- __y i° !.:r °' 4"X4" 14 GAGE cn i BENT PL(TYP) a) !'� __I ROOF DECK W/ LIGHT #3 BAR —'�"— WEIGHT CONC SEE -�--- 1/8 BENT PL �i SHEET 100-S-027 (TYP) ��- _� ; 1 1/8 V \TOBM U 1 ! ::: is=liz= W8 (TYP) " 4"X4" 14 GAGE I I a BENT PL(TYP) I W8 (TYP) E , •Q I I 1 o c 2 �;., 1,-0" I 5„ BEAM SEE „ 4",, -a A 10 ROOF PLAN i DETAIL 306 (TYP) (TYP) 4,0.ti PROPerm SCALE: 1 34 " =1'-0" 100-S-028 24" DIA EXHAUST PIPE DETAIL 307 S :: ::�6 : : rr - i� 1 Q0-S-029 SCALE: 1 34 " =1' - 0" 100-5-0277" , •-%:____ A 100-S-030 100-5-038 �°�OItg � 100-S-031 100-S-048 4'' 41' 2 2,1 ��' 100-5-049 'f-E FoCto 100-5-056 U) EXPRES:12-31-05 ti to SCALE WARNING SUBMITTED BY - STRUCTURAL SHEET: OF an 0 1 DESIGNED C LEE r ( 0 ) M IN �� DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-301 z° (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATI(JN WITH: !� AS NOTED IF THIS BAR DOES DRAWN T MA CleanWater SerVlceS PHASE 4 EXPANSION -' TEN DRAWING IS SQUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is dear. DE --�ILS DATE: 11-APR-2005 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NOV: 4969 NOTE: SEE DETAIL 310/100-S-032 FOR EMBEDMENT ::::. JOINT IN CORNICE 6" (TYP) ,.. 2'-O" MAX LO :•: :-. ° PLATE LOCATION IN PRECAST CONCRETE •• . • :. , PRECAST CONCRETE 0 . SEE ARCH'L DWGS • .:::: .. .• NOTCH 4X TO FOR DETAILS (TYP) I ci CORNICES :i • .. „i: • : CORNICE SEE ARCH'L (TYP) 308 ce CLEAR ANGLE OF JOINT a. .. .. •,:::::: I. DRAWINGS FOR DETAIL 1 . ._ • 100-5-032 - , ,- . .:i :::: .• :: • • • 6-1 . : . ••. (TYP)) e , • of COUNTER SINK . •::: I ai X SS PL 316 V I I co a I: I .••••••.•....•.........,..........„.„..........,. •,,,,,,,......e.w.,,...........,,,,,,,,,,,...,,,,...,....,,....e.,....,..........e....e....e...,.........w.,... 17; : SS L 2 X"X2 X"X4" .. , .. . . . . • .. . . 4X PRESSURE TREATED 1 ...•••'.:i:••• .•:•:':•••...".•:.:... 1 - -• •-• - .. .... .. . .. a_ . . .. ., . .. .. ... . .. - - •• ••• • - . .. .. ... . ... i ii e'' / • • . .•• . .:::•:;: :, . - .. - ... - •••• I •::::.:'„:,"- •,. :::::, "...--_::" 0 / r• • ' ii::: ::•:::::•:::::1-:„.:•„.„„,..... I .. . .. . .•:.::: LiN . :: : C . ,•• • ::.:.:::::::•:::•••••"::•,•:•:•,..:„....:,........ . .. • •. 1 .S.."'''.:: ::::......:.::::..:-:.:::::..:.'•.::::::::.:...:.::••,.......,:....... . . . . . .: • .. . . , . '4 :: . :•.. : . % . ...:::::, • ..,::: 4e. I : l-• :.•:. x rEilii..,... -::'••••':::'::::::.::.:::::i::::ir••••:; I • :• • I • • 4 • .:. .. in '. '''.''•' '''''''**-•—•'''''' • : . EN : •. .• L X •- 0 0 0 0 .P) , i Y .•":• e - 4 - Er• - .. 1 4 ... . Z 1 I . . • • • *: , ,. : :: I C i ..• -(i ., .. .. .. .. ... ... .. .. .. .. .. .... .. ... , .. .. .. .. 1 ....... • x• ...% i i ° 4 s .: . --. I :'. ::::: •: : : :: .••• ..•.. : :: .: .:, . . : :: ••: ••: • - . . • • :. : . . . ., , / I :: III ? .. . - - .. - E 1 ..:,:::::::.:::::.::,.. .,.:::, :- , EN I . .. . . : : : :: i.: I 2- X" DIAX5" SS HEADED :: - .:::. • .,. I — 4 .. .. ... 0) • ' . SS L3X3X1/4 CONT W/ '',::::.:,.,:,.,„: 1 •::::: . „:: - /4 .... -- PRE-FINISHED METAL ... • - I co STUDS WELDED TO PL i, .,:•.: . „.,:: - ■ ::i.!•: FLASHING SEE ARCH'L o I . .. . :::. SS X"X4"WELDED STUDS : : :: . :• liiit a.. ilowl ... 4 - :• • DWGS (TYP) - .. 1 14.i 3" .1 * • @ 12" MAX WELDED TO L .. .. .. .: . . .. . 4 .. .. :. • . I r.---• .i--.T0---oi :. 4 . - ' • • - ...• : .. .. i ..:..:.., , .,,.., I •• .. • 4 . . . ... :... ..:,. 1 - 4 . METAL ROOFING OVERRIDGE • I ..„ . . .. . • . .. .. . .. . ,•:::: 4 - 4 . . .. .. . . • ..- ..*, .. - ... " " " ' ...... 4 ::: INSULATION ON METAL DECK PRECAST CONCRETE <1 .. .... .. , , .. .• „ 4 • . 4 ' 1;:ii; SEE ARCH'L DWGS CORNICE SEE ARCH'L t‘ a •;;;:•,:i:-:•,•:-:•:•:•:iffi•:•:•:•i•: <3 DRAWINGS FOR DETAIL _ T . 4 ..... ;•::::''' ..../ .„..,:: /41/./../..../11 - 4 . - . 4 . 4 iiii :i:*":::::, • ::::::::i:.:•>:: :.!:i;::i:!•:•:i;::i:•:•:i:::i:•:•:•:i: ,„:::::,....,:,::„,:. •:.,....,:::::;..... •,.,:,:::::,...,..:$.,,.f.•:::.:,,...:::::„,...,..,..„..;:',:,..: :::::• (TYP) DETAIL 308 CMU VENEER SEE ARCH'L DWGS . .. . .. . . . .. .. . . . . : • • • • . . . . . . . .. . . . ... <1 . 4. •••••••:::::::*:\::::'•••';::::::•%::::::•*•'•>:;:••::;::::•\::•::/•:::-:::••:•::.::•-•::.::•: :::::; . . . . . .... . . .... . . . . . . . . . ... ,.,„ .. .. .... .. ... .. .. .. .. ... .. SCALE: 3"= 1-0" 100-5-034 DETAIL 310 1........1 100-S-303 SCALE: 2"= V-0" 100S-027 1..........i STRUCTURAL CONCRETE WALL SEE SECTION FOR REINF SS % " DIAADHESIVE ANCHOR BOLTS @ 24" OC STRUCTURAL CONCRETE (5" EMBED) WALL SEE SECTION FOR REINF SS L3X3X1/4 CONT W/ DETAIL I 309 I SS 3 "X4"WELDED STUDS @ 12" MAX WELDED TO ANGLE SCALE: 2"= V-0" 100-S-027 1........1 SS L 2 14"X2 3 "X4 309 100-S-303 (TYP) 100-S-302 0 16 17 T STRUCTURAL CONCRETE WALL SEE SECTION FOR REINF RE-FINISHED METAL 1 FLASHING SEE ARCH'L PRECAST CONCRETE A . DWGS (TYP) TRANSLUCENT WINDOW PANEL WINDOW SILL SEE I 1 I : :.•• •• SEE ARCH'L DWGS ARCH". DWGS : • 1 . ..: .••• . • ' • • . , . 0) 1 :• : ::.:: ....:-• :: IR r 1 • . . \\\\,..i . . . . .... . . . .. . . . . ... . . . ... . . . .... . :: . . .. . c\I . 1 0 1 .... ..••• . ..:::, ..," :: PRECAST CONCRETE . - • .. .• : . 4 _ -. . 4 : .. • ./ALUMINUM FLASHING ce) _. ::. • :•• .. WINDOW SILL SEE „ : • .. • . ... ... ,. -: :- .- •,: • • . SS L2X2X X FULL WINDOW : WITH SEALANT SEE o T- :: : „. , , ..• .. ., 0 r 1 • :. • • . . 4 - 4 ..•••••• .::•/ : ARCHIL DWGS :: :. STUD TD HoW1/2S,, MAX SX WELDED " HEADE D . . r a I :: • : : 4 • ,.. , „ „ ,.,. . . . . . • • * • • ' 4 - :: :: ,:** / .:: . ::• .• .. .'''''... ' --- . .' ARCH'L DWGS (TYP) g --- - - . 11/111 - -k, , . 1:•::.: .:: .. . .. :' . : • . : .. . .' .. :•• : . : : -. . - ..•:.- •••,..• ..-• ..•-•....: CMU VENEER SEE ■ .‘. .i. .. : :: ..• :, .: .:•:• : :: :••••':•• ., . ..::: : .• •••: .• •.. . :::: . . . : .; .: • . 4 TO ANGLE (7') - 4 .1! F:./•"*. ../.4 ARCH'L DWGS ., I- u) , a w , 0 ALUMINUM FLASHING X6 17 \ :: :: : - : .: •'::: :: .: .: :i : J I J •::•. : ... .• .. : .• r - -ri- - r -- In- .. .. .. .. . : • • :. .• : : .. ALUMINUM FLASHING ..:::..i„.' .f..... ....„..:.....:.........:.....:...,:,.......,......:.,..i ..:..:.,.......,... ...........„........, WITH SEALANT SEE :: :: II II II II .:. .. .. :•• :.•• •• •.::,:„:,. . • :. 4 . .. . . .. . WITH SEALANT SEE ARCH'L DWGS (TYP) II II II II : .: • , .... . . .. . • - . • • - - 4"X 14." SS PL .. • 1 :: ::.., :-:, ..•••:: i ARCH'L DWGS (TYP) :: ::,•".:.."•::::::::::::::.: 0 „ II II II al •• .. .. .. .. :, ::. :. FULL WINDOW ----1-n37-1\6 . .............. :. :.: II II II II „.. .. -•,„„:::,. •••• • - 4 . . . ... • .:- ..... H••• 1 1 1 1 1 1 1 .e.. i, . ::: ...: .— .—.— —. .— .. . .,. cr) ... • • 1 I 1 1- -1 1- 1 I 1 I I I- , 1- , .. --. ::.. .4.:„....,............ • 4 - 4-— -—-—1 1 r„://,,,,,•'''"'.,:: WIDTH ::::- : ii„„•,:::::: .... • • u) : : _...... • OM WM IN OW=1, ...MM.MN .' .' . . , ; •. 1 • .' ...' :.. :;:,:::•:',:::::::::::X'.. 0) . .. .. . : < X " CHAMFER \50 ..,. a . .••: : :, •• • ....„ .. ..•• ... .. •:.::: .... ;i:'i:: .• ,..• .:* C•15 .. • • • • • • • ::''' :-/ :.•:'" -::::: '• O. .: " . . : • • . , •-' .. ... • .. - —11.-:':::..".../'....w..". . •,::„:::::, : • /\ , : ii...::: XI " CHAMFER \/ .. . . ... . ... :.: ::::,,:::::::::::::,:::::::::::::„. • .... . .• :.:. .. i 1:,.......!.......::::::::::" - • • _ 4 • :› : :: ' .,... ''••' :• • :• ma :.. • X " CHAMFER • • ., .• co „..... • • • • //... 4 . - 4 . u_ ::,' ..,, .... : . • <3 • 4 4- 4: El .:::; •• .... . . 4 .*• \.,NtL..._17..•:. -.:„....:„.... SS L3X3X1/4 CONT W/ ; ..*: .•• :••.' .„.• ......„ ..„...... • SS L6X6X1/4 FULL SS X"X4" WELDED STUDS .. .,„ .. .... .,,... ..„ . . . . . WINDOW HEAD OR - 4 WINDOW WIDTH @ 12" MAX WELDED TO L .. : SS 96 " DIAADHESIVE •,,, '..'... -.',:.: .• •• - .. .. LOUVER HEAD WHERE . 4 L.3 :: 0 .- . „ • . .:. .... : .. . :: . . .. ANCHOR BOLTS @ 12" OC •••':' :: 0 . • - .. .. :••• :•.:•••.' • . . .".• . ..:: .. . a) : : , .. • • : . .2 ..-•• . .. . '''•".. .•.: .. . .. . .. . DRAWINGS (TYP) X" DIAX5" SS HEADED . 4.• - cc) : .: : :. .. . •• • •• • - • :„.. , :••': . •.• :• .. .. . .. :. • STUD WELDED TO : ..! ...•-••••• ...••••.: !. a) .• . : :., :...:•' . 316 V - 4 - ANGLE @ 12" MAX <1 X6 4tii • • . 4 . 4 • ' . ' - 4 . - , SS L6X6X3/4 CONT • . •. : .. : . 4 _ • !...,1.,.,:l'.....,.-,.,.•....'„.:.:..\\ CI • .• . .•!:•: < - 4 A 1:!..,./..:::,„.'::•:..........•ii. • 4 . co .ii. : .. :i : a) • :• . X" DIAX5" SS HEADED .. .. . . :. .„ . . CMU VENEER SEE .. . . o PRECAST CONCRETE : .-: • .. STUD WELDED :::::„::::' ......./ :.„.•,::. - 4 - : ...: . PRECAST CONCRETE ARCH'L DWGS (TYP) •- . •,. .• WAINSCOT PANEL 1 (TYP) 308 4-1 CORNICE SEE ARCH'L DRAWINGS FOR DETAIL • • . : . • ., .: .: .• . :. . : . • TO PL @ 12" : a ... .. .. .. ::: .:••• „•:•• :: <3 . 4 .. :• .:. •••••:•• --o: 100-S-032 : .....,..::: ../ ../.....,::: a. (TYP) -.E ii......1 .0) rn Q) -10 STRUCTURAL CONCRETE STRUCTURAL CONCRETE .0)._ WALL SEE SECTION FOR REINF WALL SEE SECTION FOR REINF " a i [II 4 .- Yi 6V lot DETAIL 1 311 I DETAIL 1 312 1 405)PRoiresi., I , AL 6 I if SCALE: 2"= I-0" SCALE: 2"= 1'-0" DETAIL I 313 DETAIL I 314 :-....-- 100-S-027 100-S-027 1-4C't 411.- hi li...a li.....1 SCALE: 2"= V-0" 100-S-027 SCALE: 2"= 1-0" 100-S-027 i;, ' ......" r'7* / 111■111 111■••■111 tt CIUMON i\v‘ 44 I OP- -4÷r FOSS) LO EXPRES:12-31-05 1,.. o SCALE WARNING SUBMITTED BY STRUCTURAL SHEET: OF . . in 0 X 1 DESIGNED C LEE Jr . - , b . AS NOTED IF THIS BAR DOES DRAWN 1 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE M 1111 H IN ASSOCIATION WITH: Z T MA ( ) ) . ' DURHAM FACILITY INFLUENT PUMP STATION - -CleanWater Ni. Services PHASE 4 EXPANSION PRECAST CONCRETE PANEL DWG: 100S302 . NOT MEASURE 1" - SQUI ER ASSOCIATES-ENSR INTERNATIONAL DATE: 11-APR-2005 3 THEN DRAWING IS Our commitment is clear. CONNECTION DETAILS - 1 . REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 SS L3X3X1/4 CONT W/ 316 CMU VENEER SEE • ..•.•: 55 X4 WELDED STUDS @ 12" MAX WELDED TO 100-S-303 ARCH'L DWGS • ::..,--.. ,, • • - to ANGLE (r(P) PRECAST LINTEL ::•,: ...-.• ::, ..• 0 SS Ll X"X1 X"X8" @ 16" „ . . . • , .• • .: 0 ••• c., FOR DETAILS :. .• th T PRECAST CONCRETE ii ::::,„ • .„ : ..,.. . .4 . ' 4• I a. ......:: i.-:'"'.,. :: .. .. ..,,,,..„...„. 1 X" LONG EACH END LINTEL PANEL .. • - .4 - • <1 . 4 STRUCTURAL CONCRETE , ....,.•:.•••••: ....„..:.„:„.„ AND 1 i■ ii AT MID POINT) qi I fe fi■ :: •:,:::. '.... - 4 . - re. „i. .<:, .. •,.:...„, 716 V :: - 4 r SEE SECTION FOR REINF ...„...„. :.'''... ,•::. li . 4 " " i.:,::• . .::. , •::. : .• . i ..,..,, -.::„...„,. ::',.• \ -.:„;:: 2- %" DIAX5" SS HEADED 4 - • 4 - • CO '•:. '..... 1: STUDS WELDED TO SS PL - -.*, . 1: a 4• „::: . .: ., • :":•:"' . •Ni: @6" .- „ ::• ÷-1 - • • ••• • •,. •-:. jE ., '., ,..„••:: -,. ... I° .. . .. . N'Ski\*.•% H.......: • - .: :••...' .: ••,::: • . _ :.!: 316 I/ /- A . • - .• '.":„...........::.. . < . 4 .. . .. .. •• ..2. . • .. - .. u .... :: .. : . .. .• • . .. ., ..- .• - . . .. .. • -- r...............7 ,...:: ..., . . .. .. 3,4 " CHAMFER \II et ! ,.., ,. - 4 - - .. .., ' ' .,::, , . .... - , . .: • . 4 ., .% . • ..••• :. • . :::.:: .........::::. 7 • A .„ , ::• . • :: . '•„,,, :,:, :• :: .i..• - 3 . 4 . - 14 c ..• ,::, :• '' 4 . I- .• I <3 • 11 • '14 _. (t .::';• i,' :• ''' ...' •;::Ak4,,,, Lie., ..• ..:: :: • . ::• . ,.:ii:i:. ..., '•, - 4 . , ..., - 4 - •::: •':, :'•••:: / N . • ....N...::. .:, . - 1 i.•.• < . 4 1.i: XI " CHAMFER (TYP) CU :, , „. • , ., • - :: SS L3X3X1/4 CONT W/ . :, .: : ci) .:::" ' iii...■ D !. . 4, . • - . %"X4" SS CONT PL LOCATION „ ---:i I • SS X"X4" WELDED STUDS @ 12" MAX WELDED TO L :, : • I :: • TO MATCH PRECAST LINTEL . • , , .,••: .4 • :: .. • I ' 4 - PANEL EMBEDMENT - . SS L3X3X1/4 CONT W/ . „. . 4 : / :: „ :, I SS 3 "X4"WELDED STUDS - . . • . • TRANSLUCENT WINDOW „ ....••:. : : - * - 1- ii <3 .. . .. :: • • . .. . 4 PANEL SEE ARCH'L DWGS A@N1GTEMAX WELDED TO .: i.--.. I --i I 41 • - .. .. r...........7 :.••1:.! ..• :. PuRNETCEALSpTANCEOLNCRETE .41 ...:..1,....,,,,., -4' . 1,171 :——— —::Z:-.•:;•%1 ., .. . :: . r I L..I - -4 . ... ' 4 - .. , .....„. .. . .. ,...•• ,....:•:: . . > :„,•• „ :•. . . 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LINTEL PANEL EMBEDMENT CONNECTION DETAIL 3Th SS 3 "X5" WELDED STUDS SCALE: 1"= 1-0" 100-S-101 @ 12" MAX WELDED TO PLATE 316" SS CAP PLATE WELDED 1 11.......1 TO SS TUBING T&B DETAIL I 317 SCALE: 2"= V-0" 100-S-303 #4 @ 48" 1.............i 317 SIM C CO 100-S-303 . .. • ... co #4 DOWEL W/ADHESIVE . ii........i :: cy) ANCHORING SYSTEM I/ -1 . .,-. ::• :: ° @ 48" (5" EMBED) (TYP) -:'- • :: -,-•:: •. .., . • - • -:::. - :: -r- 71 . . Ii!'" :-•-il :: . . . a I s 7 - 4 . I . - 1 t :: .-,,,:: .. 6 Allft."1"1"44**■%,,,,ss\xe - 4 - . . . ., .„ .: .... ..% .., .:. .. C ::, :i:: (1) • ', ..... ::...•:' CMU VENEER SEE - - .. .. <1 , . .. .., . 4 •:!': , •:: .4-= STRUCTURAL CONCRETE ::•-, ARCH'L DWGS . ... I 316 \ 2 X" ((TYP) a) . 4 . - • - - PRECAST CONCRETE 1:::::::,,.. *...,. .'' s = SEE SECTION FOR REINF = ii--34 " CHAMFER - 4 :: -, CORNICE SEE ARCH'L ''',:,:„- • •': I Xs / 2 X- 5 . •:: • ::..:,, ::: •.:•. o , •,: . :: :•. DRAWINGS FOR DETAIL „, ...•. — ,,- - 4 • ..::::,. ri: .-... ,NNN„ ::. :,:ii % I C CA . 4 •,, . „ .:. i:: ..-'.: I 'En a) • ...:: o : .--". 1 ' iif t 'I 4X2X114 SS TUBING -•-• - - 4 . - - 4 _ - ...• ::: @ 48" OC •- I 4 \441 a. 308 SIM #4 CONT 2-#5 CONT :::,:. . 1 . 4 • 4 ›.% = . , 100-S-302 •••:.:.'- ...:: .1::-' .... \ 4 - . ' 4 - . 4■11 i. ••-•:i: .,. ... .... . ... .. ... . . .... . ... .. .. .. ... . . . . .. . . ::/.:. .:!: --7-1/17---/ u.. ,41 © NNI, y.)."-. SS L2X3X 14 (TYP) El . 4 . 4 :;: „** ' '• . ::: .' I I - 4 . • — - 4 . • —- 4 - - 4 . • . . — - . ... : . :: ... ... .. .. * - :, • , ': • :: '• I I I / - 4 . • 4 . I 4°. •• - ;N.P*S, iir.. ,...„P ., . ., • .:,.:. .. -•••••••••••••-•••••• •••••••-•-••••••••••• I I o Cg 4 • <1 •' 4 • . ' 4 • . ' 4 - • / . . . .. ... . . X" DIA J ANCHOR ••••• ...::: .- „..„. :::, :•• I •' . .. • -' I . 4 < < .• .• : . . .. . 4 i r„ BOLT (5 W EMBED) (TYP) ::••••• ,:-•:•:: •:•:i •.4 .•:' :.-'I 4 , 4 E L .: ,... / .... ... :, ;" I cn I . .... . 1 ::: [.117 2-#4 ..., Co I a "rei ' , S': •'... ,,,iii ,:::ii *, :::._,_%.,, $ .:,'•H'''!;:' • •' •,: ii: ,. k I . "%.4.%.4, . .:..i. ••4^;. 4.. .. . .. . .. .. ... •:: , • ii.' ..4ii.... ::: N. 4 . • - . F. /I • ..-. r :''... ::: / :: -•:: ..... i:: .,' . I ----,, ••/ -•• •••• ,,- •,• -,, •••:::::, ::, •,, L,' .,,' 7 •„:, :-.' .." ,.". / 1 • iii' fl 4 ,..: .. . ....... .. .......... •:: -.. • ::: , ::::::::::.$ . :: :: • : .. ':::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::;:::::::::;:::::::::::: :::..,.. .:: . I F.3 .,::: ,. .:: ..• * :: • • \\_÷...<316 cryp) P: %,.....,:•:........•:'........;':.....,.4,.........:......::•.„.. : •-• ,...., :: .:•-• .::.' '• :::... i; . . .. . .. .. .. . . . . . . . . .. . . . . . . .. . . . . . . - . . . . . ... . .. . . . . . .. . .. . . • - . - - . 4, :.:•• . .' . t - ::: ::• .' : - .. .. . .. . . ... .. . . . . .. . . . . . .. . . . . . 2 • . 44 . — - . . .. . . •,..' ..' . , %• YI6 a. : :• •:•• • • -0 . ' 4 - N...... WAINSCOT P RE CAT C POANNCERLE T E 8" CMU WApL)L.SEE L., .:: Ii=m=iz' Acc -—-—-— -—.—..: .::.i.•••••• ...-/"...: ...,.. II.. ...,.."..:7 .-cv . ::. 9/ 100-5-051 FOR 7) CMU VENEER SEE \ :. . . ... . .. ..Elm I 4:i • .4. 4 "• - 32 ARCH'L DWGS c :::•• . •„ . :: :. .. ,. . ... . (TY :i:....!•:.:..i.'"...,...'....,...:::•...:. , '..',.. :::::::„.....,.:••• :.:..:7 .0 . i. . .••.: c7i .. • .• :::. - i #4 VERT BAR TRANSLUCENT WINDOW PANEL .<3- :4 4- 4: -: .• ....:: :;:** ,•.,,i: :;: ,/' :ii : •;:. / L .• • .. :;: / :: (0 CONT (TYP) SEE ARCH'L DWGS t.. 1 H *" 1"-mi.:' .: .. , .... .. . . .. . .. . . I ---, :::.... ...i: a •CD ..,•'. J. • ..,' , 40 WINDOW JAMB 4 '4■ "W".. 08035PE : e' 2" ir. SEE ARCH'L DWGS \lij ....;,... ... . -:,,e-7..:.. . ---• . • DETAIL 318 DETAIL • 319 c.6.011130N SCALE: 2"= V-0" 100-S-303 SCALE: 2"= V-0" 100-S-051 lilt. E. FO e 111.....11 Li) EXPIRES:12-31-05 N- Lt3 o SCALE WARNING SUBMITTED BY (*) -NN, STRUCTURAL SHEET OF in 0 X 1 DESIGNED C LEE , '6 . (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( 0 ) M VII DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-S-303 z AS NOTED IF THIS BAR DOES DRAWN T MA H IN ASSOCIATION WITH: m • CleanWater Services PHASE 4 EXPANSION PRECAST CONCRETE PANEL a NOT MEASURE 1" .--) SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 THEN DRAWING IS Out commitment is clear. CONNECTION DETAILS - 2 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED M FORDHAM (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 ---------------"--------- 38'-6" 3'.-0" 38'-6" 1%. Li 31-0" 32'-6" 3'-O" TYP 71.: 1.-. w... in 0 0 84" DIA RS PIPE i 1111 / c, —...........mr_7_—........ co 5, I ", 4 —c,-)1 FOR CONNECTION / ) 0 / 9 OF 84" RS PIPE TO 17 114 " 03 Cf) WALL, SEE 5 I _Cr) 0] 41-6" iii 6 SIM 41144sWir //A 0 ... co 0 I S-365 ; m cn '16 S-366 110-S-003 6 1.----,i . ‘,- 72" DIA RS WA Lii PI 41111111114 41141*44 4411111 I 74- TYP S-148 12" DIA VENT O PIPE, TYP P _1 ;5 1 A 1 mprommok ... v 11141 o i II kr • c.- • • ' / . -t- 1 II II ' - . • • I 1 ir— — -;/\\W CD / Vr CO ' r • , . p , ,x r Ir D ' I> " V I ',..-.r -..- 110 ,. - - - - , • ' f> I [). , ,•, Eo :1> . • . / ir . . . l> . \7‘'/V/\/W . .... .L.. .... I ti I I Z%j . / r'\\/‘•\/\/ V 1. 1 6" WIDE SLOT FOR STOP 0) b 21-0" / V . I',/, LOGS, TYP a) 0 S-144 A ' 101-6" ...... wi Si.LOTS FOR STOP / r> '-'-'-t I II . s V I'..:_,/-----___ _ , z? ii 1 1 81-6" w, OGS, SEEI 3 / 110-S-004 , • - ' v _. , , S-365 60" DIA RS ,- '-.; Eo I ' - -4 ii_.....71 . V v PIPE .;•;-,/,-/,,,-', v ' [ .1 , ,-:,:, 1 - 1 „,-, E)A . . • I . __.10, . . ‘ v . . 'E.4 y ' I I . \ I , V , . . Ir O. — — 7 — — — \ 4 r> * SLOPE , . ■. • . . /1 .°"1 . I> 0 I A I I A I , . _ _ 11) co __. ... __. ... __. _.._ ... ... __. ... _ ____ ... ____. s_. ____ ... ____ 4. _ _ ____ .... _____. ... _ ____. _ _.... . , v 110-S-002 Eo //1. 110-S-002 C:) q V . b a. L.,_____I T/ SLAB EL 126.0 V _ w V I> ) 91-2" X 30" CLEAR OPENING NNi*. : f> s s * 7 . . A CONC FILL. FOR r ALUMINUM CHECKERED PLATE v -t:// 9 DIMENSIONS, . . . N ,, (TYPICAL OF 2) EN, SEE . v - I, . ; . A 11111.2111117111111— 4 , ■ I r r . .... ... ., / 21-6" X 21-6"ALUMINUM , . - - - . --V- - 7 110-S-004 . . . •,-;,/‘" 4? I . 7 1819" q ,X;;,:, .>''. SIDEWALK DOOR I Eo , ... w. ' S 1> . , -, .,>. (TYPICAL OF 2) , , ' ' SLOTS FOR STOP v Alit— '''' T/ SLAB EL 125.5 .....-0.0" . ' v . , . 7 '-d■I a I> I 1 I ALUMINUM CHECKERED PLATE E) • - v o ,\, 1 ,,--0------------ v ' ' 110-S-004 i> ' . I,11,,, / "c. 1 i',,,,. , & . ' IL.......--1 v7 _ . . v . 1—i — — — i i:/% S-502 ALUMINUM CAST-IN V . V . - v ' . , FRAME TYP. 9 . . . , v I) ' CO 1111"---1 '. - - 1); #"7 -. • v I 1; . v . . 0 .. ...:.... x 7 . b ,,;,:,;-: w ,„„, v ' s V . , . . A . V .. a- V ,..._4/.44 4 ' I> r . . V . ' I> Et) a.--. ""- - L4". E.? 11 7sr ' v _ , • . . , q c. b 'e., ee) V . v V 5 w CO • 11, • , 7 ......—_ _ • s . ' i> • . r7 . 5 V CY) . 1 0 a . I b 0- 11 D A 0... < a 441-1 #7 X 111-6" @ 6", CENTER +-I #7 @ 6" EW, EW 0 11 a. cr) <1----1 61-10" 6" 11-2" N., -.. ON STOP LOG SLOT TYP S-141 .• Or 0111 11-2" lb. -41 BOTTOM PLAN 1 I 1.4 121-0" id TOP PLAN 2 SCALE: 14" = 11-0" _ #5 U @ 12" O.C. TYP. SCALE: 4" = 11-0" 111 .................... W/2-#6 VERT CONT. 1 11 c co -t? S Cl) 0 Ei Cl) O Cl)Sc 6 U) C a) = = C a 2' Cl) 0 6 1 c3 r (sSe PROF . iti - Ai ir. ' Ve - --i I oesooN tb •Z• A.- CP -4 k 1 3,7,Q4 0 It, JOHN 44fr U) EXPIRES: 6-30-06 SCALE WARNING N. - In SUBMITTED BY c) . STRUCTURAL SHEET: 000 OF 000 K. MARTIN Ln , 0 ih 1 DESIGNED 4#-'-- ( ) M W DURHAM FACILITY INFLUENT SPLITTER BOX DWG: 110—S-001•(PROJECT MANAGER'S NAME) LICENSE NO. DATE z 1/4" - 1'-01' IF THIS BAR DOES DRAWN C. KITTS H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION PLANS .c. o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-FEB-2005 --) THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C. WILCOX (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 . 1 #7 @ 12" EW, ALUM S-502 TOP & BOIT LAP SPLICE co .. ..- 0 TYP B tr, Zo 12" DIA OPENING 0 110-S-004 -. FOR VENT a EL 125.50 T---- - — - — - — - ci 04 ma. V EL 125.00 AMIN r SLOPE . , --......‘ A ..a. ....i.p._......w,. c..1 . . ..7 voz , i _ _ _ _ , AY: , NIIIIMINIMMIN iii c7 p A a3 filr , "Vv- "5 1 r27 / . a. I, P NOTES: I i. ' , U) . ' P 1. INSTALL PLASTIC LINER OVER ALL INTERIOR , -j CONCRETE SURFACES EXCEPT FOR BOTTOM tii SLAB. A . v PLASTIC LINING, -c 0_ O SEE NOTE 1 AND 1- to c. . '110-S-004 , SPECIFICATIONS c 0 L—I , L: , q 1 cu . , coD _ ._ _ _ _ _ >____ > I .. I 6" WIDE SLOTS FOR STOP ' , ' , I LOGS, SEE ') 1 , , \ . I 1 0-S-004 ' V LA > I #7 @ 6" EW, EF ' . 4 V - , si „ . . . I V ,, q . / 7 . / / / o , / i / SLOPE TOP OF / 1 ' , CONC FILL TYPICAL 1 1 / / / : s >. . 9 / / > / ' / , . 1 1 0-S-003 . I I / , 1...—...-.1 , / / 4 . / , / . / > / 110-S-003 . , , - / , -. 7 , / . 3'-0” _ I ..- - 1 I. S . 60" DIA RS .. 7. TYP . / , , PIPE —I - • 4 . 72" DIA RS . . PIPES NNNNNN I 1 . . ' 7 7 f t- - - : j- ::( S-144 , 84" DIA. RS PIPE --/-, I_____ t 7 , 1 1 [ _ ...........1k S-365 - t - — ... . / ./ . / ..\ 2 S-366 110-S-004 ../<,, /„../ //, / 1 •,/ / / /1 INV EL 92.25 0 S-105 S-118 _ 1,--.1 y 1 i / 1/////1 (./ // // ; I . INV EL 92.26 1 - -, ". - -417 I, , . INV EL 94.26 .1 _ _ _ _ Aill. _ 4- ,- . . . . . . 0 . . . . . s . MII 4D 1 . - , • •• EL 91.0 .. i . • . . C v . , . . " . . . . ' ' '. ' 1 1 . . • . • s • c7 V • , -C! V 1'-6" c., ...., . ....., , > . , , , , V q > u) > . 0 V " V > \I 1:‘;' . . 4 .-- SEE CIVIL DWGS FOR - ' 7 ' ' > ' VP ' u) CONTINUATION 7 ' s , , O 1,-of, ' , ' . q > 7 - , q ' 65 TYP ti-iwp.-. _ _ il `email', wow" > , , , _ - _ - Amesol V co iv , V , 'TYPICAL 1 Azirm-...ir.,117mit-gtitsrspix,r,. ..:„.....-..1,„:1 ■ v■ G., M 4 res.1„-.1400,‘.141.P.00 ebrip..MIF 4.:0.4.1.,...t.,444..wi, at,.it...4.. .41,0...yr 40.0* Dr....b...00 ■• = I ,.0 4.n.a 4b1132014■ 1macinniAli ."0410471b 010 ti. . .0rM.*1-04.71 . illial.V. .a■-,,ro:atnVo ajfITT•if.aVn.-1/4.a.4::VA44,4.4::Zr•14■14r 1414:tolib.4414;.4-;■,.., ..--i,1.,41."rihaogb.,s1A.tr.goitov."44/4.Iteltetwr.-1104 ler.--404 4•4'-.■Aill'e:tw.wci litre „es; —4:.Irce--. . 1.'No 4 • .4,!.'44 • •0. -to. • •• .wt.a• l• *,.40,•• •1 Y•-*ib••0• ••-*fib-.0 ib•j,•" *W.., A.ib ... aLkeatte,abibio,..•,316-■a•ATtetvt.corilt4v$11to_cenal.tole:ciniatte tfaft‘.:..111:11.WAVII 2'-0" TYPE 4 SUB-BASE. #7@6" EW TOP #4 @ 12 AT TOP OF CONCRETE CONCRETE FILL 2- & BOTTOM MAT FILL WITH #4 DOWELS FROM CD O WALLS AND FLOORS AT ALL 6 EDGES (TYPICAL) E w - c.\° PROP m ca SECTION I A & ._ ..-- 47 2 2Ft)4S ' 6 SCALE: V' = V-0" 110-S-001 /*/ ir. 11.--.......--.....1 , y - --.9 OREGON 64 -lc 1/ CIP k 1 a Z c5) JOHN NI& LO EXPIRES: 6-30-06 r, tr) a SCALE WARNING SUBMITTED BY cl K. MARTIN STRUCTURAL SHEET: OF Li) o Ns■ DURHAM FACILITY INFLUENT SPLITTER BOX DWG: 110-S-002 'S NAME) LICENSE NO. DATE z 36"= 1`.-0" IF THIS BAR DOES DRAWN C. KITTS (PROJECT MANAGER'S ( ) ) NI IN H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION SECTIONS .,:, o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 12-APR-2005 -) THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.WILCOX (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: • , #7 @12" EW, a) TOP & BOTT #6 @ 12" HK EA END 3'-O" SEE CIVIL DWGS FOR FINISH GRADE •• ► § 5-148 AND SURFACE TREATMENTS (ROADWAYS, ETC.) #6 @ 12" EF RING ci w BARS : VARIES i/ 6 p U JN Lj MI PIPE MFR STD STEEL .o _��, _,�,. SPIGOT RING EMBEDDED S-366 S-144 o t7 v IN CONC • r d d 1[> D > • CO s ' - ,* 0 w oz • . _� c 411 ‘ tO ° PLASTIC LINING - ' ''' at J .r U - SEE NOTE 1 ON 6 17 DWG 110-S-003 AND - �--_ m SPECIFICATIONS CONC PIPE, SEE I CIVIL DWGS I PLASTIC LINING, �� SEE SPECIFICATIONS , ' I> , - 7> , , . 7 r \ 'v f y > #6 @ 12" BOTT •0" #7@6" EW, EF 7 C7 DETAIL 4 \ ► ° SCALE: " = 1'-0" 110-S-002 C7 r a S > j V v #7@6" EW, EF ♦ 7 > 7 S-144 PER PLAN #6 @ 12" HOOK EA END, V I 41 ►- TOP & BOTT #4 EPDXY GROUTED DOWEL 11 ' > 1'-1" 7 W/ 8" EMBED @ 12". SPECIAL INSPECTION REQUIRED. #6 @ 12" EF RING #4 EPDXY GROUTED DOWEL CONC FILL W/ BARS v W/ 8" EMBED @ 12". SPECIAL #4 @ 12" EW PIPE MFR STD CONCRETE FILL, ♦ INSPECTION REQUIRED. yclOAc/cTS T H . . 5-365 RING EMBEDDED, ., > a IN CONC o • L V 72" DIA RS #4;: OFC; FIa 'FA , {7 o • - `N 1 . o � � = Z• o• jfl 0 , r • N • _ Ir • O • X11 .iiiiii I 7 • PLASTIC LINING, CONC PIPE, SEE , - - ..1\t\ 3-0 t7 / a SEE SPECIFICATIONS CIVIL DWGS 7 TYP > ° � • DETAIL 5 ♦ ° . / D _ SCALE: " = 1'-0" 110-S-002 r- EL 91.0 co co V > , , , ' > , , ' , s Yr , Fa. s , , V\ v to v o > p eii l'-0" > , , V _ , , , , V , ' m TYPICAL 1 .f.•..�.,•...,•i?i .••?. ./.�.• ..•••..•?•• .•.v \ • c •p: ,;rf k ••..* ••. ••►*r •• •,• . *r` s *• :e* #4 @ 12 @ TOP OF CONCRETE FILL 0 I�i�•r�i�•r�i�f•�.�r.�fi�•i`i'fi{a ii"fi�7•r�i�!•�•r'i"�`i't•••r'i"�i�f.�i�►.- . • a• ll ••,;0• ��• ♦•� '• iii '• ••` •'•It '• .�Y: W/#4 DOWELS FROM WALLS Z ,}�►�;•�;}�. ,,•� i ,, it i rr} r � i ,.}� �r. :� f f 6 �+J 1fa t .; • � • • i`�• . .,:' 2'-0" TYPE 4 SUB-BASE. AND FLOOR (TYPICAL) o :.r...•.,.r..•...t..�.i,.t..�•a.......;.T. •.:,.�:.•.i:.t:.,•.r..rt:..•a..t...• #7@6" EW TOP 6 & BOTTOM MAT E I- 0 PROP I N /a, bi SECTION I B //,��' SCALE: 3i" = 1'-0" v 0-S-001 iii---.....-J CIP k13,reGDac JOHN uo EXPIRES: 6-30-06 N. o SCALE WARNING SUBMITTED BY 0 1 DESIGNED K. MARTIN STRUCTURAL SHEET: 000 OF 000 I - I DURHAM FACILITY INFLUENT SPLITTER BOX DWG: 110-S-003 z (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN z AS NOTED IF THIS BAR DOES DRAWN C. KITTS C1eanWater Services PHASE 4 EXPANSION SECTIONS o NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is clear. DATE: 11-FEB-2005 THEN DRAWING IS C.WILCOX ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 41-4" 2'-6"X2'-6" SIDEWALK DOOR CENTERED BETWEEN BEAMS FOR SLAB REINF S-502 SEE A S-502 CONTINUOUS Ln AS S-502 110-S-002 V --111. .11- 7B" In REQD 11.--..1 a , 0 ci 2" co K.... is Lli 4 \-1:- -- : ri I 1 T t..._....., • s. . w v 6 ! ilo " , - co ..\ ! 3-#7 TOP & BOTT Ill 1 Ifil i , % 1 , a • ti? 6 _1 36" ST STL BENT OR WELDED PLATE '5 a ID ! 'TYPICAL I, L (-2 DI 2" 6" 2" I 61 'II ccr_ . Irl . .1 (EXTEND OUT TO FACE OF GROUT C' •41Lat.....ai : FILL WHERE OCCURS • •,,, a • 0 , , 11100, T D P"P A _ _ j +,,,,L.7.77,_..._ EN I- -- P ,-- , i CD T-1 Cial'il'al. \11 ..'-----.:----'-'-''''.\ le DIA x 6" ST STL WELDED STUDS @ 12", al a 0 346 4) #4 CLOSED 1 TYP AS SHOWN hi V C5 TIES @ 6" ..c ct. o A 5 . co a 0 PLASTIC LINING, s -i7.' *C / SEE SPECIFICATIONS 0 L: a • , ' :....4. STOP LOG GROOVE 1 -..--1- 0 . u) : / 1 , V-2" 2'-10" 1'-2" SEE I 1 I • • . • I FOR WALL REINF / ! 4/ - 1--.....1 STOP LOG-WALL SLOTS SEE 1 A a \ NOTES: 110-S-002 DETAIL B DETAIL I 1 L...____I • . • I SCALE: 1" = V 1. CONTRACTOR SHALL TEST STOP LOG SLOT WITH 4" DIA HOLE FOR GATE SCALE: 1" = 1'-0" 110-S-002 / -0" 110-S-001 WOOD TEST STOP LOG.(5.5"X12" NOMINAL STOP LOGS) NN -,, 1'-4" ACTUATOR SHAFT L.--....i , A -Ow • / \ 2. EIGHT TEST STOP LOGS TO BE PROVIDED TO OWNER DIIIIIIIIF___7■•■r I I ) AFTER TEST. / , / a I Y / / / I / a a Vr D #6 @ 4", I-0" EA SIDE / OF STEM. #6 @ 8" IN OTHER LOCATIONS itit4411.44 I 44•41 / AINIPP41■41111111111111141111 111111111111i1■ 111hV , a D 1- / 74441 7 12'i ' i> • 7 ' t, v \ 1'-8" F . , V V "%Iv& / 4 D ./7 r• , I . . I>/ 1:7_ _ _ _ _ +Cc. F . - v --"'-* ----------1-,1:H *1 t . ' , 77- 47 r s / / i / : F ,* ,,,.: I> ii \ / > V A I I N 12" B y/ / . . , /i 2" 6" 2" > PLASTIC LINING, SEE SPECIFICATIONS 0 ' I>. 1>7 w D ------- 7 / 1G , / G177 • . , - ' I> ' i> . CONCRETE FILL COORDINATES T .-- TYPE 316 STAINLESS STEEL I/ i_____ • ------- -I- SI 1 CONCRETE FILL - i ' . ' 7 ' ' 'N ' . V 1 . • X-COOR Y-COOR POINT ( FT ) ( FT ) Zo - .51b- ----•1 , SECTION A . • 1 . 7 . ---1' \,- s hcr\,. ,/ . v . G A 0.00 26.05 A \. SCALE: 1" = 1I-0" 110-S-002 : V . / H B - - - F 7 - - - C 8.59 26.05 9.91 26.05 1111.1P7 1. L........_, . v 7. D 10.00 26.05 . V , , J 1,9 DIA x 6" ST STL . > 4 7 . . _____L : , [> ....._ ... _____ ... E F 17.92 23.75 19.96 26.58 WELDED STUDS © 12", s ' G 26.37 23.74 STOP LOG-WALL SLOTS TYP AS SHOWN . N ivr , V V , H 23.47 17.10 2" 6" 2" , S .' .' V , 1 PIP Ai ii.- •■ s C7 . K > ' i> J 32.50 16.04 4 • l> . . 7 . K 32.50 11.04 1 ' • ■--i- L 10.00 1.00 V STOP LOG SLOT s 1 • ■ v M 9.91 1.00 DETAIL I 3 I f c, N 8.59 1.00 4-, ,, @ WALL. SEE ! AND 3 1 . I : 1 . P 0.00 1.00 SCALE: 1" = V-0" 110-S-001 „, - - - - - - - r i> v ' . . . L-....-r ' 0 a . ' i> - L \ . i> . . V ' . , . V . > u.i . . c i-- 7.---; TYPE 316 STAINLESS STEEL • , . cv . v . cm w co • - F> i> : -R ct e . 7 . . . V . ' I (.) A -1`'` ' Z CO z1L--- --.1- 1 - ; - f/ P N \\ . • 7 . . . 7 . . • . . v ., 0 0 • v i> i-- ' - a ' i> . ZO- 0 _ v . . - ' CD 1 17- 1.--. 2 4 %7 ' : . v r • , 7 . . x , , • 6 V . , 1> „ . V , .IiIII 7 . V , CD , [77r• ' 4 I> , .0E. STOP LOG-BOTTOM SLOTS . 17 , ' V a) ..._, . . ' v v...... - - ' AMEMNIMMIGNISINOMMENNO, M = C MC2 '±' CD 0 '6 3 g 1- 1 DETAIL I 2 PLAN I 4 I (AD PRO/- solN4,4. 1:2 .. ti: SCALE: 1" = 1'-0" 110-5-002 SCALE: X" = l'-0" 110-S-001 `.... 9 •.1:' ' 7 2 ii 21 1.---1 IL.........J OREGON ikb C'1P ki 3Y.(53N- JOHN NO' U) EXPIRES: 6-30-06 N o SCALE WARNING SUBMITTED BY STRUCTURAL SHEET: OF 1111 In 0 14 1 DESIGNED K. MARTIN ii- DURHAM FACILITY INFLUENT SPLITTER BOX DWG: 110-S-004 o I I ) NI W H , (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) z AS NOTED IF THIS BAR DOES DRAWN C. KITTS IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION SECTIONS AND DETAILS sa a NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. DATE: 11-FEB-2005 -) THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C. WILCOX (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 23'_0" 1'-0" 21'-0" " 11-0" 23._01. . ► . . - - G �, 91.0" 01.0" 51_01, SLAB EL. 164.50 6" (TYP) 22'-0" ENDURO TUFFSPAN XL COVERS FRP W/ NON SKID COATING 6" (TYP). ..B 1'-O" (ALTERNATE MALE AND FEMALE PANELS} 8 - PANELS B, C, D, E, F,AND J - 30"WIDE m (TYP) VALVE STEM YOKES FOR VALVES w _ �� \ B 220-FV 0101 (48 VALVE)AND PANELS A, LAND H - 24" WIDE 1 220 FV 0102 36 VALVE - ( ) PANELI - 12" WIDE ili A : F b. : . _....T . . 1 . ..., N b---, . k.. . .N N j a I , , in j , o a a v o A : rT 7 . I + o re o I 0 -_.- + d - O s ii ,:r i •---- 1 S-153 I a l L, % VALVE CSI SLAB EL. 164.85 ■ I 0..l jj c o- ACCESS I I I >- N S-501 ALUM S� STAIR d o I b. QA) S-144 M-111 TYP. OF 4 I I ki. 21-6" I 71_0" •,... I I 0 ` 0 1 G A I ti Op = r r o� 1 „ V I A B C D E F G H I J T- 1 -3" S-501 1 / GALV. GRATING I '' S-516 W 8 X 15 d _ I w a. I ° I 0 •11 1 W8X10 d iA A I#5@12 OF ADD L I 21-9" REINF (7'X7') TYP ° . ® _ — 1 •/ I A (ALT @ 6"} 11111111111111 - nnm '1111111111► � 11111 I A A A 1111 S-531 GALV. _ I I (TYP OF 2) o I I 1 I I • 21-9" „ Q A .4,, I I r ! ::;k 1 lac .111111. _ 'a" 111111111111111 ■ d '4 ! _ ....211 I D f. I. A- - moo, — j A . n A . n ' CV) STANDARD 22X 36"ACCESS ° /� HATCH FRP, GASKETED, r �� HINGED AND SS ATTACHED ..� FRP END FLASHING (SHOP ATTACHED} W/ NEOPRENE BULB ALUM. CENTER BELOW VAULT ACCESS S-533 S-531 GASKETING (TYP) HATCH ABOVE AND COORDINATE WITH FRP ROOF SYSTEM FOUNDATION PLAN 1 TOP PLAN 2 _ _ FRP COVERS S-531 S-533 q (SEE SPECIFICATION ALUM. 066100) SLOPE ... EL. VARIES I I I I I I I I I I I EL. VARIES EL. 178.25 I EL. 178.50 #5@ 12" S-563 TYP S-516 GALV. i #5@12" r III I #6@12" EF '4 #6@12" EF #7@12" EF - S-501 �' #7@12" EF ? • • S 501 1 GALV. GRATING O • l �� . • . - I • I I II a W8X10 co 'a • • a • • I - �• 'IN, #8@12" - _ -, S-561• N II #5@l2" g :,e,//-- #5@12" ` W 8 X 10 COL. . . �, Ail _I E GALV.!� oo S-531 a #6@12 . . :-" #6@12 p (TYP OF 2)N r �_ S-153 2 o - VALVE S-153 II VALVE 6 � •ACCESS �' 1. • S-567 TYP III E .1 STAIR #6 a@12 #5@12" TYP ACCESS #8 @12" co SLOPE SLOPE STAIR I— E -• cLult) #5@12" EL. VARIES vEL VARIES . ��-D FRO/ Q A ..1..11iiIiiIiiii4 .,--.7.-...-N.% V p - _ - - - - r - - r a - 1- . - - - `�� QTN" i`./ ID LL �t M " V I V..1 "y�'' - - • .�J . - - • r 1. . 7 9 2 202► 6 i Py, w i i . i i i i w i . ti~i i i • i i 'i i / 11 a i� t ,�..t I •!t I ,,t I•.!t•I ♦tt•I,•alt:• `•..,f"�.• •s f7'•��•"•f +.."+ ��` N #5@12" #5@12" TYPICAL 1 �' . ...� .r .� #5 12 ,� r 1 .;• i:tirr.itr�ti.r�i.�, i:r�i•rr.� I •� i�,•I t ,+fit ilia ,i:ii•�,. " " t ,•t t t t t{, 4 ,;-•„4t;+,-.4*�`t�.•�t,•.,1 4.t/t :i=dal.••i j• q •T�• •t • �i fi�� \— #6@12 a@2 T&B >EDT&B '' I' ��,t.t, t�t`s;,i,� ' �Iat ,t'�i t'i:T t rr•` I:�� i I•:j��!��;I},��t°;f•}�rr�..�!;;� /}�►' EW EF TYP ,. , ; , ; -;r , ; : , ,.,, t ti ..• #:;,._. �;.•;,,_. , ;�� B I ,Y ■ R SECTION A . .• .� . •, {• .:� . , r . • .� . �. . ..�:._ .t,....,i . ..:... .... : S E T I 0 N Q t 1�,,�t t t t„11 r'�♦ t t \ \t�t t t�1 t• t�t�t�• t��1�\Nt ...• • •••f� •• • ,. .� � • , . y� • � � r i i i , 1 '-i..~!c��,�li i:_ti�+..i..T�' •ii.�4ir,.<�.i.tli�i..a�ice:t 'i;.t4 '. �t;'��{'1.'71:i'.4t�'.'.1;{:!!,f'i�-:�;T;'li�f�.': �L•t!{!'M:�• y J I - JOHN 2'-0" TYPE 4 SUB-BASE. •.!,'. . ..::,.} '- •' 2 0 TYPE 4 SUB-BASE. in EXPIRES: 6-30-06 r- - - - - o SCALE WARNING SUBMITTED BY ''0 1 1 DESIGNED B. CROOK,/ STRUCTURAL SHEET: OF 6 3/g 1,_ I . I (PROJECT MANAGER'S NAME) LICENSE NO. DATE �`� DURHAM FACILITY METER VAULT DWG: 120-S-001 0„ IF THIS BAR DOES DRAWN C. KITTS IN ASSOCIATION WITH: CleanWatServices PHASE 4 EXPANSION FOUNDATION PLAN: TOP PLAN o NOT MEASURE 1 SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-FEB-2005 THEN DRAWING IS Our commitment is clear. AND SECTIONS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.WILCOX (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: PRECAST MANHOLE � TOP SLAB --�_�� ► � . 0 T 346 HOOP BARS, EF EXIST 66" DIA PIPE '40 " . �"�� § (TYP) ' cl co ur E$ i- #6 DOWELS @ 6", EF \. � S-14 (TYP} (TYP} ° o :r ;: �. -...1 I� RIP WATERSTOP, TYP A N A Jul _ 1=_i ► V.---- 4'_0" DIA PRECAST °° #8 @ 12" I I MANHOLE SECTIONS r i ( v � A 84" DIA PIPE ' ,! � I #7 T&B 1 „_ L II . I ADD'L TYP I . .c TWO HYDROPHILIC I ( } I , ► 0 I • II AT I , ^^ ~` I • I ' 111 I I ( �0 w W , I I II it I CONTOURED z I CO D A I III 1 CONCRETE A I ,• I I �.I FILL I— c° I I ,£ _it I I III I USE BOND C° - I I . _ I I I BREAKER IA ' I I 30" MH COVER AND ` c� I I 1 I ON CONCRETE U D I ,,' , - I FRAME (BOLT DOWN .y,. o I I ! I I I SURFACES Z i � i�A TYPE) ; I I I I' I I I OF KNOCKOUT u- / „ , ,1 I / X I iiiiiii i 1 1 T I Ei O I , ' :,:,t,:,:,:::,:,�,�,� I II •I , I ,• :%:%=: ”, S-14 4 . a 5-141 I I \ / 'r .� _ _ I PRECAST CONCRETE #7@12" EWT&B SLAB I. i, L ! • 00 � EXIST 66" PIPE TO 2 '� ; • !—, 7— W. BE REMOVED — — ' o Pr 48" PRECAST MANHOLE _ EL 112.08 a A t,. I S-105 TYP • �, ! i o,i i . . . r fl - EXIST 66" PIPE TO BE PLUGGED #8 12 OF (TYP AND ABANDONED. POUR 5'-0" TOP PLAN ALL WALLS) PLASTIC LINING • ,'\ F------- LONG WATERTIGHT CONCRETE SCALE: " = 1'-0" _ (SEE SPECIFICATIONS) —' . .,.,..., PLUG. SANDBLAST INTERIOR 1 A • S-145 ',.,...v.... PIPE SURFACES PRIOR TO t ' 1'-8" 10,-6" 1'43" POURING CONCRETE PLUG. #8 @12" IF . . . . . . , I (TYP ALL d #8 @12" FILL IN OPENING IN WALL ') c' WALLS) (TYP ALL AFTER EXISTING 66" 0. 13'-10" � 12" ) #8 a�i12 (TYP ALL WALLS #6 @ 12 TOP ., WALLS) WALLS) PIPE IS REMOVED, BUTT • WELD BARS TO SPLICE & BOTT 1'-0" A BOTTOM PLAN I 1 I #6 HOOP BARS SCALE: 36" = 1'-0" _ @ 6" EF a o N 84" DIA PIPE I I - ! I I A . SHAPE JOINT GROOVE ' i I I SIM TO THAT USED FOR v S v I / I PRECAST MANHOLE D PLASTIC LINING FOR SLAB a I I . SECTIONS, TYP SHALL EXTEND OVER I I I D BUYTL RUBBER SEAL I I a #8@12" v ' , s i> ' IF _ .,�- I • ' ' (TYP ALL r> 7 ' I 66" DIA PIPE I ' . WALLS) V 1 I a D i I I r , #5 @ 12" O.C. EA. WAY ' I P p i I I AND DOWELED TO WALLS ►� ' v c7 I — — — — CONTOURED) I I. D . _ CONCRETE I I ALL A -_� L - #8@12" EWT&B EL 92.08 • ° BUTYL RUBBER JOINT v �. . A. . ' • ' • . `. . . _ or ' . A � PLASTIC LINING FOR WALL o o r, o - ✓ SEALANT SIM TO THAT s ' D SHALL EXTEND ABOVE TOP MFR STD SPIGOT S-366 . . . . . ° . , ' ° o USED FOR PRECAST p OF WALL AND BE FOLDED RING CONNECTION A A A A i i ■ i i i i i i i i i . o MANHOLE SECTIONS. �y 4, _ DOWN AND UNDER BUYTL �„r;. SEALANT SHALL MEET RUBBER SEAL, TYP ,0.1 "- �0•':1 "i THE REQUIREMENTS OF TYPICAL 1 . �►:�,,;�� ••�.� 7) ASTM C-990. 1 ,��'', •/''„►4);+'i 2'-0" TYPE 4 SUB-BASE. .c w:tent— 0.Atiai co G 1'-Q" 0 Z TYPICAL cn 0 6 1 E m DETAIL 2 0114 , AIL SECTION A CI) SCALE: NTS _ NOTES: SCALE: 36" = 1'-0" _ '� 7 2 Qks i. I I �� 1. CONRETE FILL IN MANHOLE IS TO BE A SILICA ostsooN �Oa FUME MIXTURE. SEE SPEC SECTION 03300. P 4OREGON x'.13, `vo JOHN 4 ti EXPIRES: 6-30-06 SCALE WARNING SUBMITTED BY 0 o 0 3 1 DESIGNED B. CROOK "44%, STRUCTURAL SHEET: OF z I I (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: ``\`\ DURHAM FACILITY MANHOLE NO 1 DWG: 1413—S-001 AS NOTED IF THIS BAR DOES DRAWN C. KITTS CleanWater Services o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL r m PHASE 4 EXPANSION PLANS AND SECTIONS PATE: 11-FEB-2005 THEN DRAWING IS Ou co mitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.WILCOX (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: O N gAI 19'-0" ■ N w 3'-O" 2'-6" 8'-0" 2'-6" 3'-0" REMOVEABLE ._. ., PRECAST IT .. CONC COVER ° I, . . ° co EXISTING 42" DIA. PIPE _ "'`�` E? ' o TO BE REMOVED a S-144 EXISTING 42" DIA. PIPE TO BE 6 1'-6" 10'-0" 1'-6" PLUGGED AND ABANDONED. . . . T am �' POUR 3'-0" LONG WATERTIGHT a Y , - #5 @ 12" EW © CONCRETE PLUG. SANDBLAST PLASTIC LINING -� " EF (TYP) �- INTERIOR PIPE SURFACES (SEE SPECIFICATIONS) , tii `'�' 1,_0„ c: ' _ _ _ _ �: PRIOR TO POURING CONCRETE N ° o V - - - - _; ALL REINF. SHALL BE Elm 4._ _ _ E. ge.: =-15-Mill #7 @ 12" EWEF EXCEPT r N I�'t�- 4 PRECAST CONCRETE WALL BLOCKOUT _ FILL IN OPENING IN WALL COVER WHICH SHALL L: �„ . - AFTER EXISTING 42" DIA. y BE #5 6" EWT&B AROUND EXISTING 0 co EXISTING Ills pill PIPE IS REMOVED @ a PIPE. PLACE CONC %4 42" DIA. PIPE � A " AFTER PIPE REMOVAL ( O EMAIN) 1II!!!.t M 42" DIA. PIPE TO r'" TWO COMPLETE � Co EXISTING 42" HYDROPHILIC BE ABANDONED 011111 f ..- ' DIA. PIPE TO N 1111 1 _ I WATERSTOPS { Will •r _ REMAIN .: ,,,4r4 (TYP) i #6 HOOP I III II 1 1 MI , : : : : 2 V BARS @ 3" IlL ., _ LAP OR MECHANICALLY 1 1 I I v CNI !c' - r:iii!! ° COUPLE BARS TO SPLICE o It : o I o IIN��1 ■ r I III 1 m m r ow _ I: :I: I ; ; S-144 CONTOURED '� 1110 w o CONCRETE N 1'-0" TYP) `-°i 1 C? 4/1/1) 1 ti FILL EL. 96.89 �.__v_ _ r A ±a!•r+:r`+a .i.1., tea.:+a.-i r •r r r 7��} �• ,•7.�,.r TYPICAL 1 ��+'%%.%,,,,�. •*�-�`' S-105 WS TYP !)? S-141 1.a. ,t• ;..!. ' •`:.•:�`: . SEALANT JOINT OVER 1 . CONSTRUCTION JOINT 2'-0"TYP 4 SUB-BASE CONTOURED GROUT FILL. #7 @ 12 EWT&B S-131 FOR SEPARATION OF REINFORCE WITH #5 @ 12" o SOLID TOP FROM S-144 O.C. EA. WAY AND DOWELED LIFT-OFF PANEL 1 TO WALLS EL. 119.11 7 _ ' oiw ��. - . 27" DIA. FORCE MAIN 4'4 a , �... e re " SECTION A EXTEND PLASTIC LINING OF SCALE: �/" = 1'-0" _ e WALL AND BEND OVER TOP OF WALL MIN. 6". PLASTIC ' ° ' l i LINING OF PRECAST COVER . . 9 TO EXTEND MIN. 6" PAST . BOTTOM PLAN .1 a INSIDE FACE OF WALL. e " AT REMOVABLE LIFT-OFF . . A • SCALE: %" = 1'-0" _ - TOP ONLY. . 1 1 • e e • ALL REINF. SHALL BE I B - #7 @ 12" EWEF EXCEPT '.°. ' N ° PRECASTCONCRETE t ° " 4000 LB ON TOP S-195 - N COVER WHICH SHALL • (TYP OF4) "7.1 BLIND FLANGE BE #5@6" EWT&B ° ° ° " 60" DIA. PIPE 1 . 7 _ _ _ _ 7 . .1 4? M-112 e ,�, ■ " s— i— —� 6', „ i • I r . A II ¢ I I BUMPED HEAD SIMILAR TO EXCEPT e ,,,,,,,, ( I :.1:611 a I 0 I FLANGE FLUSH WITH TWO COMPLETE A TOP OF SLAB I . 4,/' HYDROPHILIC o LL. I I :.°A WATERSTOPS Aio- EL. 99.00 ° <, 8" I (TYP} 1 1 , 21-2" I r. v, E I ,� I 1'-0" TYP -R EL. 96.89 © x 1 -6" (TYP) I REMOVABLE I S-148 - ° , _ A-. _ A , _ ° . _ ° ° _ PRECAST ° o ° ° ° ` N ( I r •• , - a a a - - e- - 8 _ 1" (TYP)P b L ;1.1...y -.t::+ r.r ; N. �-:9 CONC SLAB p r� •Y r.',. ,,a,.:..::,..:._• ': ..r .f 1 TYPICAL 2 ► ■+ a•,; .a. a• •a.r � I•rla.I♦♦• a ALL AROUND e ,i4,. ,,, i- ,,, .--,.: ;a`,i, '� rn • ` a a a a �cn a a a N I I . \ ° . > .A . > . . p .° . o ° . . TICIFONTOURED CONCRETE FILL. SLOPE r 0 I I . e 735° • e • P t36° . INTO SMOOTH TRANSITION TO MEET 21_0" TYP 4 SUB-BASE o I I S-171 . oi, 4s' INVERT OF 42 DIA PIPE AND INVERT 0 I I EL. 89.56 ° - I A OF 60" DIA. PIPE. REINFORCE WITH c :1 N 0 . . - . t #5 @ 12" O.C. EA. WAY AND DOWELED N I I a . TO WALLS AND FLOOR z15' I I e . • o . • • CO O 13'-0" 3'-O" DIA. MANHOLE -► 3'-O" PIPE BACKFILL SHALL BE CONCRETE. E 1 S-144 W/ CAST-IN-PLACE FILL TRENCH WITH CONCRETE TO �- RING W/ BOLT DOWN BOTTOM OF SLAB. MAINTAIN 12" MIN. pDi NOTES: CONCRETE COVER ON EXTERIOR '`�3 012.4.�,. �,, o COVER WALL OF PIPE. � ��► �, O LI:hi NOTE: SLOPE TOP COVER FOR DRAINAGE 1. CONCRETE FILL IN MANHOLE IS TO BE SILICA :`" 7 213 �' FUME MIXTURE. SEE SPEC SECTION 03300. B //: : SECTION r oa TOP PLAN 2 SCALE: Y" = 1'-0" _ �� 1 3ooGa� SCALE: Y" = 1'-0" _ I ' 9/C JOHN �`� I I u) EXPIRES: 6-30-06 a SCALE WARNING SUBMITTED BY ch / STRUCTURAL SHEET: OF 'o 0 ii 1 DESIGNED B CROOK `� DURHAM FACILITY DWG: 140-S-002 k:1)Z Y"= 1'-0" IF THIS BAR DOES DRAWN C KITTS (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: MANHOLE 11722 " C1eanWat e r Services PHASE 4 EXPANSION o NOT MEASURE 1 SQUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. PLANS AND SECTIONS DATE: 11-FEB-2005 -) THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C WILCOX (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: - - h- i O Q I ] N� a ' ' —1 m 1 a I V V ` o NEW 54" DIA FORCE a MAIN AND WALL v DEMOLITION ►. . . 11 [ I [v . ` 1 . .0 . �C J Q ��'� ri INFLUENT INFLUENT o INFLUENT UPWELL 2 UPWELL 1 i UPWELL 1 ' V .` I / U 0.0 _ ' ./� 110P1 ` --- 1 'AIM D EXISTING SLUICE GATE --�.� -. - ► ��" TO BE DEMOLISHED NEW OPENING IN CONC WALL CENTER ON PIPE i ' CENTER ON PIPE NEW OPENING IN CONC WALL. V TEMPORARY V REMOVE CONC, DO NOT CUT I BULKHEAD v REMOVE CONC, DO NOT CUT TEMPORARY BULKHEAD OR REMOVE EXIST REINF. I 1 OR REMOVE EXIST REINF. ■ CONTRACTOR TO DESIGN I TO ACCOMODATE I I I I I I 1 1 1 DEMOLITION OF I 1 I 1 • I I I I I I ; 1= • 1- v • EXISTING SLUICE GATE, I I I I I I I I I I I ,� WALL CONCRETE G EXISTING 42" DIA. � - —I - Ir Cr � r'1- I— - t I I I ! , AND INSTALLATION OF FORCE MAINS v -�- _ �, _ _al .... 4 ." . "A ..." ' Pr - I- - _ _ _, _ :c.i) I" NEW SLUICE GATE I I I I ' . 1 200-5-002 I 1 I , I _I_ — !— REMOVE EXISTING CC) REMOVE EXISTING I - I - - - `� I i' SLUICE GATE AND ` I I r I ( 1 1 SLUICE GATE AND v I 1 z - - - - GATE GUIDES. a GATE GUIDES. -I •/ - I- - 1 of c= Z a , IC'7I Z0` —I— ' ' A — I—Ar I I EXISTING SLUICE GATE _ ' _ _ _..10 Arm"- r - T_ _ •/ I ' '� I AND CONCRETE {- -I + -!' - 1- —I i— - 'r /i TO BE DEMOLISHED �` I I I I I 1 ' - I I - i 0► ■ REMOVE EXIST SLUICE I I GATE, INCLUDING GATE � I I ENLARGE EXIST A SLUICE GATE --- - IMEI GUIDES AND MOUNTING I I I FRAME _ I_ I OPENING - -.- - -- - - -1 . I I I EXIST 42" PIPE ' EXIST 42" PIPE ' NEW 42" DIA FORCE INFLUENT I I i SEE NOTE 2 MAIN AND WALL UPWELL 2 ' I I I I DEMOLITION p I EXISTING SLUICE GATE d� d i I d I I / ' 3 • I TO BE DEMOLISHED I I I I I v I I , I v - I I I I I I r. I ' I i d I d d I I d - - - - I- I I I I c, c, I I >a. i I I i I I I I d I - d d d d I I ' I o I o . . ' .o S N I I i! 11 I A A I A �t _ii A A A I • i( I- A .A . a 5 > t > V > , , C7 > , ir V . , V _ , V > a rte. r7 5 , , . ` 4- r } PLAN (REMOVAL) 1 I SECTION (REMOVAL) A SCALE:1/4"/4" = 1'-0" SCALE: )611 = 1'-0" •c ' ' I 3 � O O) U � } N a 3 = 0 3 ? Cl) a v i V 0 -°3 Si 5 = O o NOTES: r 1. SEE SECTION 01313 FOR CONSTRUCTION AND 5 SCHEDULE CONSTRAINTS ASSOCIATED WITH r �� FD PROF FORCE MAIN CONNECTIONS TO HEADWORKS D o IN �•�,�j AND INFLUENT UPWELLS No.1 AND No.2. c... 4 _ v ��' ; 722 '0 iii 2. DEMOLISH CONCRETE IN THIS AREA TO LIMITS //4' ✓ NECESSARY TO REMOVE EXISTING WALL THIMBLE OREGON Oa TO INSTALL NEW EMBEDED WALL THIMBLE AND c� Jr1 a�a 00 NEW SLUICE GATE. 9/G' JOHN " ,,) EXPIRES: 6-30-06 SUBMITTED BY 0 ti SCALE WARNING -4%, STRUCTURAL SHEET: OF 0 3 1 DESIGNED K. MARTIN (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) M VV H �� DURHAM FACILITY HEADWORKS INFLUENT MODIFICATIONS DWG: 200-S-001 z AS NOTED IF THIS BAR DOES DRAWN C. KITTS INASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION AND SEPTAGE RECEIVING FACILITY NOT MEASURE 1"-' THEN DRAWING IS SQUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. DEMOLITION PLAN AND SECTIONS DATE: 11-FEB-2005 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.WILCOX (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 co 0 cv Lt, 8 ci 03 w 1/ co o ti 6'-0" " L DIA PIPE 01 Is a. NEW 6 EXISTING DECK PLATE -,---- FROM SEPTAGE \ TRUCK UNLOAD- 0 P / ING STATION, TYP v v CY) I ' ri s , _ . , , 7 1/1 [ I [ 0 , ir) ' 5 .L--- INFLUENT INFLUENT #7 X 6'-4" EPDXY GROUTED 0 UPWELL 1 W/ 12" EMBED. TYP 8 EF 5'43" UPWELL 2 , V _ : 41 Nw #7 x 6'-4" EPDXY TOP AND TYP OF 2 EF ° co 17 GROUTED W/ 12" BOTTOM OF PIPE V > D EXISTING 5' WIDE BY 8" --,-; -.,-> EMBED. TYP 4 EF TOTAL OF 20 (TYP) DEEP RECESSED AREA IN CHANNEL TO GRIT CHAMBERS TOP & BOTT OF PIPE, - EXIST WALL FOR SLUICE ' . (TOTAL 16), TYP. I E I V , GATE 200 S-003 I o EXIST REINF i- - - - - - - - - - - - - - - - - - , STEEL, TYP , V— - - — - - — - - — - - — - - — - - , 0 61-0"* , #8 x 6`-6" EPDXY ::: $ I • GROUTED W/ 12" ■ - . ■ : , , MI=IMO I ININIIIIIIII11111111111/1 II/11111111111111111111111111 O MO NEW OPENING IN CONCRETE > Lii 41-0" ________., •' C:z_ EMBED. TYP 4 EF EA SIDE OF PIPE, (TOTAL 16), TYP. ' , i - 71 - Hi 1 - '''' -,....%L --.' - All — ,--- — ' ,„'„ ,,,„ illik„„, ,J ,„„ , , „„„1„ „All 4'. ,„, ; ;„ GROUTED-Y E D , N ', AllIlik. .1 w WALL. REMOVE CONC. DO , , iiIiiire—Aik---iiiMiill , , P „„., VA, •••••1 •N, ',NM NN1.• • ' ' ''''' 'S ' ' 'n' ' I EMBED. > NOT CUT EXISTING REINFORCING , . — , •. , ,k' ',,` ',,' ; ; : ' ' ITYP 8 EF STEEL „„, ,„, „„, 1, , „1 Il 1„, 1 „,„ . '-' 17-- t---- 66-1- ri°PA4W--- Adrfj- - — 1411 : OP 001,111,11/9 i , . I ' . ,..---- _.,-.. Q.NEW PIPE EL 168.75 ' 1 1 • i ' s\'' ' 1 . ,), ,. . • N \ \ \ • N ..■....... i i I \\V,'\WO \\,.i, I TYP OF 2 EF ' q NEW PIPE A , i , „. , , i BOTTOM d 1 P • - -I--" - 175F PII5E-- - EL 168.75 , J „, TOTAL OF DEMOLISH TO ENLARGE EXISTING '"". ."".' - . I I I ' 11.-' SLUICE GATE OPENING. RE- - PO PO10 J„ ,. „,,, ,„. .L ,„, „ i 20 (TYP) MOVE EXISTING SLUICE GATE #5 x 5'-0" DIAG BARS, ; po..26A AND SLUICE GATE FRAME -I: 1101,- Ad0A1 '6; FACE. BEND .,gt, „„ „,,dm!Fw=a40111PAIIIMINiii, „— ,..— „„ —r"- " -"-- .- „„1 ,„ TO INSTALL NEW , Mr 4 . AAFir v 4. BARS AS REQUIRED. TYP. NM MI,'1 I kly ....■ \ \ SLUICE GATE FRAME AND r -I r-4ll'IgillIllIll 1 a ED -62, , -.. , pl, -- . 7 ..11 II lOrb ‘ , _ _ _ _ _ (..).t _ _ _ _ _ „,, _ _ _ _ TRIM EXISTING REINF 0 i ,,..i. . , I t" THIMBLE FINARBOLMENcryEWp)WALL EXIST 4'-0" W x 3'-0" H ' - it.A411116.4041 . TRIM EXIST REINF ' I I I R-- #5 X 5'-0" DIAG. BARS 4 EACH FACE. BEND . \ . ____. ,... \ 2" FROM NEW WALL / - / SLUICE GATE OPENING fOr Art . THIMBLE, TYP .. --.. ..... .. ' . --... _ .. BARS AS REQUIRED ..,-- - — V I -,--- - \ . ' 46 , . I I .e. ' / , . . I • . , SEE NOTE 2 ON , I . ' DRAWING 200-S-001 7 / , • , b.. A. 1 A , \ I , , , > ' . -AA I A . 4 , V , k • . I . A ' ... . - , . A. ' 1 , • 1 A I z1 • A I I A . A 1 . A 1 t., > t , b. . 4 . 4 , . , I1 I . . , . . ' • ' , . 1 A ' , • I . ' , , A V t* I . L, .1 i a A A A , A - — , V . LN.°I . . . A . A ___.,- , b. tb. tz. • D , Lt. . b. , Ls, .e . . .n. • • I ' • • , • . A . 4 . ' 4 1 ' . 4 . • ' . 4 . • 1•eN, ' • 4 . ' 4 ' . - • 4 A A 1 AA 1 ' A A 4----- A A A A • • ' A A 4 v , , , , 7 . , , > ,V ,V . , > . , V V ' > , I7 , , , 7 , , V , , , V , 17 , l■ V , > V , r---7 > ' , * COORDINATE WITH NEW GATE WALL THIMBLE c co -0 4" TYPE 304L STN STL PLATE SIZED CNI CD AND DRILLED TO MATCH EXISTING CD 42" DIA. SLUICE GATE THIMBLE, W/ (7, 14" THICK NEOPRENE FULL FACE i GASKET (TYP) 0 NOTE: NOT ALL NEW SMALL PIPE PENETRATIONS g SHOWN. SEE MECHANICAL DRAWINGS. 17, SECTION (REMOVAL) I B SECTION (RETROFIT) I C .. SCALE: 96" = V-0" 200-S-001 SCALE: 36" = V-0" 200-5-003 -g 1.---i L.--11 co a) I 0 z Cl) 0 6 1 c% F '5 O i.L. OREGON 03 CP A- C''P --1,0 JOHN NO' In EXPIRES: 6-30-06 r- tl) SUBMITTED BY o SCALE WARNING c,) --.44t, STRUCTURAL SHEET: OF K. MARTIN `‘) ..-- 0 li 1 DESIGNED 1 — I (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) ) M WH DURHAM FACILITY HEADWORKS INFLUENT MODIFICATIONS DWG: 200-5-002 _ __. IN ASSOCIATION WITH: z AS NOTED IF THIS BAR DOES DRAWN C. KITTS CleanWater Services PHASE 4 EXPANSION AND SEPTAGE RECEIVING FACILITY J3 o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-FEB-2005 -) THEN DRAWING IS Our commitment is clear. DEMOLITION SECTION REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.WILCOX (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 „i.e....ie..04 0 o) 9. 9 , .. (9, cv g irr kJ 0 0 .............04 i4j5 % Al ir vg■ e-. T.- V s . V ' . CC c -.-- . 0 "3 V a. INFLUENT , NEW 54” PIPE UPWELL 1 / ., I ' I s h ' —J t .0 0. .. 0 t U) 'CZ - .0 Fr 0 1> b _ I> , SCREEN CHANNEL 0 n ' V 7 ' . ' 7 , 1 v ' ' ' . > -4 4'-.0" ... ---....... • , , a FINISHED a li OPENING , te_ > I> I I ' ,---"- ---''ps I ,. .,...___.1 . _ _ . 1 1 A . -- ... . - — EXIST REINF STEEL, TYP , __ .... • .... 111•M II I. ..C* 0 0 r) Ill Z •••■ MIMI • S:§I Ci)Z * b I . ' I " r I I I C + ■. - V •s • V 17 ,... 1 . .... .... ED —Lii z FL 0 ' NEW 42" PIPE / ., . INFLUENT UPWELL 2 . s , ..,----- NEW GATE WALL THIMBLE. GROUT IN-PLACE WITH NON SHRINK GROUT , v 401 ' I 1 I I 1 — — . A -„----, 1 .o., v * . . , , . I • TRIM EXIST REINF \ 1 b., V . v 2" FROM NEW WALL 2 . ,6', . A . ..e. , , ,-, THIMBLE, TYP 1 ' A ' * .............1 _ L _ - - - v b. " I . z:N.1 . A 4 . .4 , I , . . Li . ' • , . . I 1/1-7— 7 b- 1 . . . A , , t. . A . A . 4 I , . - i> \ I - --.- , TVVO COMPLETE V . , I . . . , . • I #7 HORIZ EPDXY CIRCUMFERENCES d d zi , I . I , GROUTED DOWELS —, ' 16111R1 - OF HYDROPHILIC - v - . WATERSTOPS AT — — —V- 4_1 i, 4/ r b _, ‘ .. , : : - -- ; , 'Pi' , , N i , EACH NEW PIPE (TYP BOTH FACES) SEALANT SEE SPECIFICATIONS ' , 7 _ NOTE: SEE MECHANICAL DRAWINGS FOR NEW SMALL PIPE PENETRATIONS PLAN (RETROFIT) 2 : ) SCALE:1/4" = 11-0" '- -c! _ co il--i 0 NEW 42" OR 54" ,...,..- 71'.h.,,,,,,,, Cn FORCE MAIN #8 VERT EPDXY c1° .., .5 ., ii- GROUTED DOWELS : ,SECTION (RETROFIT) I D I .c 8 SCALE: 46" = l'-0" L co 1".........._ -6 _Ne v co 0 i 0 SECTION (RETROFIT) I E z co SCALE: 4.6" = 1'-0" 200-S-003 0 6 1...---i E r- iPRzi4.T z O4. 6 7 2 21:110 iii: iii #17/ ''./ te - --9 OREGON ozi? .N. C1'P k 1 3,(4Q) CP 1/0 JOHN 401 tr) EXPIRES: 6-30-06 r, in SUBMITTED BY o SCALE WARNING cr) t, STRUCTURAL SHEET: OF 1 r) 0 'I DESIGNED K. MARTIN ‘- i3 1 . I (PROJECT MANAGER'S NAME) LICENSE NO. DATE '*- /.- DURHAM FACILITY HEADWORKS INFLUENT MODIFICATIONS DWG: 200-5-003 I z AS NOTED IF THIS BAR DOES DRAWN C KITTS ( ) ) NI W 11 IN ASSOCIATION WITH: Cl CleanWater Services PHASE 4 EXPANSION AND SEPTAGE RECEIVING FACILITY .0 o NOT MEASURE in SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-FEB-2005 • THEN DRAWING IS Our commitment is clear. NEW CONSTRUCTION - PLAN AND SECTION REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.WILCOX (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC , PROJECT NO.: 4969 , L 4„._____ cp -if__ 1±...1. c:i 1 1.--n.-- I 11 la 4. ai co 5 a. 4" HIGH HOUSE KEEPING .4 PAD FOR ENCLOSURE 4" HIGH HOUSE KEEPING SEE MECHANICAL ..J ct PAD FOR ENCLOSURE E. SEE MECHANICAL coo b bc•c I &)1' M Lii 1"I CO 7 `9<(\\\ .%, w a. 0 Cl)-1 T + re, •''' b SLOPE ir)I CONCRETE WHEEL STOP T SLOPE -.4 6" X 6" X 4' LONG EACH ..L.. 12" X 12" X 24" svC0' CONCRETE SUMP % W/ FRP GRATING .%, ,..... 22'-0" 61-0" 91-6" SEPTAGE RECEIVING FACILITY PLAN 1F-1 SCALE: ;6" = 11-0" '1\1) RECEIVING (E) HEADWORKS 0. FACILITY EDGE EDGE OF ROAD 12" X 12" X 24 -0"AWAY FROM CONCRETE SUMP EL 181.0 \ HEADWORKS BUILDING 151 -c? W/ FRP GRATING 8. 6" 1 1 oN w T- EL. 181.5 1.1 144 • . z...._L__ . 0 •••••, _e____•_,r7 Cr) —1 ,.. (1) .. 0 10" SLAB ON GRADE lo" .:::t N t W/#5@.12 EACH WAY ffl 4E1 49 TOP & BOT. W/90 HOOKS INTO CURBS 14-- . - TOP OF GRATING ci AND ALL BARS @ EL. 180.70 _ _,___ coze SUMP a EL 178.70 11-0" TYPE 4 cE0 SUB-BASE -E (At PROF 03 443iNi4 #.1"2, SECTION I F ,=-4' 97221 hi it SCALE: V = 11-0" //4' ../ 4/ y - -11 LI OREGON 0, c't7/0 'JOHN EXPIRES: 6-30-06 N-u) 8 SCALE WARNING SUBMITTED BY co C.WILCOX STRUCTURAL SHEET: OF ' , 0 li 1 DESIGNED 1 . I DURHAM FACILITY HEADWORKS INFLUENT MODIFICATIONS DWG: 200-S-004 (PROJECT MANAGER'S NAME) LICENSE NO. DATE AND SEPTAGE RECEIVING FACILITY . z AS NOTED IF THIS BAR DOES DRAWN C. KITTS 010 M VV H I N ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION Jo NOT MEASURE 1 SQUIER ASSOCIATES- ENSR INTERNATIONAL NEW CONSTRUCTION DATE: 11-FEB-2005 .°) THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.WILCOX (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC SECTIONS AND PLAN PROJECT NO.: 4969 / A 7 NEW HEADWORKS EFFLUENT STRUCTURE , EXISTING HEADWORKS NEW HEADWORKS EFFLUENT STRUCTURE , EXISTING HEADWORKS 111.111.- In ,o,o1,7 P-' '41,0 / IP li.' 1111.111 /EFIX01 SwT I cN GH AENXNCEELS S —-i, 11110. EXISTING NORMAL B WEIR TROUGH, B FLOW CHANNEL LL) 48" DIA PIPE 220-S-003 SEE I I I TYP I 220-S-003 I 1 PARAPET TYP WALL LINES -4: . L ci (j--'\I I //--%\ CONCRETE FILL co :. u.i CD (TYPICAL 6 PC 22 O-S-004 ii. ...1 EXISTING : EXISTING ,-- FEED BOXES) ,,,V----- HATCH i , 7''--- HATCH ...- OPENING IN DECK PLATE AT SLIDE GATES, TYP 8,-9a, 101-0" , i6 i _ . . . . .• 4- - 1" PO I 1 0 1.1 al Ca - , .0 . r a r "5 I 4 • 14 r 4° ,,,,,„,,,x I , ..:,.,, I I i • 1 ■ „ • 1 ! ._ .■ :__ __ __ ______ ___ __ Cl. N/\,•,‘\\ I 1 C ,w----o. 4i- A ------* 41- --r- N/WZ ' ••\/•/•. 1 A 1 \'/ I I 220-S-003 . N N , S-117 '._..-_ 7.-.,- f :-,- :-:„.:- E-...- E:-: - E.-.: ._---:-:. T .E.--_- .7=7 EL-- 6 -..---..- E LE..-- ::_--..- T E-._.- ._-7-,-,..: .-_--:--_,- 6 E-E -.E. 1 I 1 1 1 - i SEE NOTE 2 o) I I I . b "f*i) P Eit A. : • <14 k 1 1 . . Y 4 - 4< ......_____7....-it I I I BULKHEAD GUIDE : in in ..., "Co I k I 1, I 1 SEE Z13 A A - I k I 1 I \ 2 I . va) A - - ' A - E.-- A •E 1I-0" , cl. .,..,..11 I I I. ...0 ., 0 .N N , „... 1 220-S-004 - - ,,, , ,W ,:.X I I -,. 3'-0" -.7. . N N , . , i . -,-t- '4, '.'../ \ tie- -- - "LI ,, 1 1 ,,'*;,,, I I c.) I T . , . , .. t. .. - : , . , :=\;X,',0 I f ■•■■■•■•■1■11 A L.: —V— i• -4 - 4 • -4 ' A ' -4 - A ' -4 - A ' -4 - A - 44 - A ' -4 - A ' -4 - 4 N . - ,,, - tr:c , _ 4,.. „„„........„...:.„....„.:....,..........:: I h_ts. t, - . 1 , ° A A A I I 1 1 1 -I I I I _It's i''`'‘,X :w\-,..-,-; ...",„,-„, 777,7- . 1 SAWCUT AND REMOVE EXIST 4 . N \ ?' ■ 111- ! ,.. I li I I T-- 111 1111 IIF_ =11 11 'V 1 k'''Z'./.7'‘..7 1 I I F- 1 I N o a ; ;:r 1 1 1 1 1 ‘‘'//‘ 1 1 1 ./:/\•\/\/\/:•I. HI .,:, -,X,1 SLAB. REMOVE EXIST HATCH, „- III il II: II iNia 'N" N- III I I I I I I I I ‘'N., COVERS, ETC. REPLACE W/ 4 EL 155.00 \ N 1 co co 5'-1 1/4" ALUM DECK PLATE. 4 Ei) air N 1 "§ ki ''S , II ,- ±___ , 1 . 11 CD ill X 1 CO 11 — i iii Cil 1 -III 0 1 11 .11 Oil di! l ill dill -11 0 1 11 .11 0 11 Ci li 1 i 1 •Iii 0111 .11 0 1 i 1 7iii CO X III CO II di i di i ,:5 ill iii dill ciIII rit di Z SEE S-502 :6? ..-- "O b I b "eN A , 1 II I A 1 cY) '— . N < :20-S-002 II III 0 11 1 I I I I II II II I I 1 1 1 1 1 1 - - 220-S-002 I I I--I I' I I I 11111 I I I I I I D 1--1 SAWCUT AND REMOVE EXIST ' 4 CONCRETE FILL EL 163.00 1'-6" ii < 1 III 1 1 I I :1: I I I I I -4-t1111 1 1 1 1 1 I I I TYPICAL s ' ssi PARAPET WALL. BURN OR DRILL . b - BOTTOM OF CELL. il 1 il 11 III III I I III III REINF MIN 1" BELOW CONC a 1 --Ili' ,,-;. ;',,,• %N SLOPE TO PIPE, TYP II I I Ill III I II .,,., ,-,!h SI SURFACE. PATCH W/ EPDXY . 1 I I- V ..+0,\,., „‘ . .. - ...-- i. 4 4 4 4 4 4 4 4 4 4 4 44 4 4 )--. t' L•i I: 4 4 ' 4 4 - 4 - 4 4 4 - 4 - 4 4 Q . 4 4 4 ' 4 171,. 110010•1 MION110■111, 1 j_______. ----- -- -*4”' A 1 I ,-,-;-:)t,, ,:- ,,, , i; '‘-,\;,,',/ ......., - IL NI , ....■./C) ''..f) 1 I I I ,, X -,-, , „ \‘\:, . 9 _ E_ — - 1- - - — 9 -E-- - - I- - - - 9 = ::,.. IN S-1 1 7 EP S N A ,44 4 - 4:4 ' -I I 1 I III 1 i I I k I I \I .--,-_-..-- p -.:_=-. E ..._-=_ 2:--...- .=--_ -.:-=--.-._ E E F E-- S-502 ______ I‘ li 'do TYP S-130 / i N N . ' \ i I 1 4 •'.\/,•- •/,,,; „ ‘ -,-,,- I i ''•\• I D ! 4 '-'-'7-------------s's----------_ - / - .44 --4. .."---- 4a .. . . . \ 1 I I k I :,::,;,;-: ,-,‘ ;,;-./4;,- 7 . . . . . . . . . . . . . . . . . - - - HINGED SCUM ni 1---:-.---1 REMOVAL PORT DEMOLISH WALL. ALUM I 8 x 6.1810VER HINGED SCUM I (_TYPICAL OF 1 AT - Ei. \,.. ._ \,„_ <2> SEE DWG 220-s-002 WEIR TROUGH, TYP REMOVAL PORTS (TYPICAL OF 12 1 - i T HIS LOCATON ONLY 1'-0" • 1'-0" le— 11-0" l'-0" l'-O" CENTERED BETWEEN DECK PLATE BEAMS) I.-4- 8'-O" 8'-0" 8'-0" val IW- CORE DRILL EXISTING SLAB TOP PLAN 2 AS REQUIRED TO PLACE 28' 0 T0 - " - " 10I-0" SCALE:1/4" = 11-0" NOTES: .0 0.-01 .. ... . CONCRETE. FILL HOLES - WITH CONCRETE AND DRESS TOP SURFACE TO MATCH 1. ALUM DECK PLATE SHALL BE DESIGNED FOR A LIVE LOAD OF 100 PSF. SEE STD DTL S-502. BOTTOM PLAN 1 EXISTING SLAB FINISH 2. CONSTRUCT CONCRETE WALLS IN EXCESS FLOW 0 SCALE: 1/4 " = 1I- " - CHANNEL AND NORMAL FLOW CHANNEL. SEE SECTION D. (TYPICAL BOTH CHANNELS) ___J "/;;;;;;X/ EL. 179.17 1'4" ‘,/,' . • EXISTING EXCESS 1 4 5'-0" .1 _ _ _ FLOW CHANNEL ' 4 0 B 4 'it /Z-7 - ---1 I I 1 /\; I 4 W • 4 /: : :'Ill #6@6" EWEF. EPDXY I ,, . DOWEL 6" INTO ' 4 EXISTING CONCRETE . c BOTH SIDES, TOP AND 0) 'q -...--- fx? 6 ,f-z, -,------ ■ 1 Z; 15" THICK WALL • 4 BOTTOM OF SLABS u) EN g, Altet... - Au_ EL 172.00 D 4 0 vrAwevateni,- (,,- iiregeetWell11111 cv :1\ EN c0 :/::".' I.0 .N.`: . „ O PIANO Ass. to' HINGE / \ 6 I Z-4\ Ili I EMBEDDED U) .le I - :%..;-\;:%e3J: ] SUPPORT FRAME 6 y_ HYDOPHYLIC WATERSTOP [ 1._na. 1 BOTTOM AND 2 SIDES -0 co ' .2) 1'-8" 0 i_c7- M z STAINLESS STEEL ALUMINUM CO O PIANO HINGE CHECKERED PLATE PARAPET WALL 6 M CHECKERED DECK PLATE OVER STOP LOG SLOTS 1--- g - _:,,......-.-„„.,. .— (cSe PROresti, 15 . 1'4" .4 0 Li: le THK PLATE L, ,c.. .4,1* _,# ai OR BAR STOCK 36" r ---"' 7 2 2F",) ' iz / Y 1/4': -10 'a OREGON 03 DETAIL I 1 DETAIL I 2 SECTION I D l& SCALE: NTS SCALE: NTS SCALE: NTS JOHN 1.......L.—..1 1---JI 1-------1 in EXPIRES: 6-30-06 N.- L° o SCALE WARNING SUBMITTED BY c) K. MARTIN --.14, STRUCTURAL SHEET: OF it) - 0 1 1 DESIGNED cf b I — I DURHAM FACILITY HEADWORKS EFFLUENT STRUCTURE DWG: 220-S-001 (PROJECT MANAGER'S NAME) LICENSE NO. DATE z AS NOTED IF THIS BAR DOES DRAWN C. KITTS 411) M VV H IN ASSOCIATION WITH: .r) CleanWater Services PHASE 4 EXPANSION BOTTOM AND TOP PLANS o NOT MEASURE v SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-FEB-2005 --) THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.WILCOX (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: NEW PARAPET WALL TO MATCH ... NEW HEADWORKS EFFLUENT STRUCTURE EXISTING HEADWORKS ■� 4 EXIST. SEE co N 220-S-004 S-502 �, , ci EL 183.50 , I w ► ............. ... .... ....... v ca ( . I : ❑ a. EL 180.00 , V — . . . . Y I I I I . . - . . - d : . PLASTIC LINING I I I i ALUM 18 x 6.181 TYP ,� ABOVE EL. 172.0 CI SEE SPECIFICATIONS I I I I PLASTIC LINING . .. : : U .' . ABOVE EL. 172.0 : . : . .. . I I I I SEE SPECIFICATIONS I:. N b ' I I I I ' I :: :: 4 I I I I ' ::. .,.: .. , I I I 7-..'.....! - I SCUM PORTS. SEE ::1 ,° , i I I I 4 DWG 220-S-003 S-130 I 0 CI- TEMPORARY BULKHEAD 1 i i i I I i I i I i °p I I I 1 BULKHEAD GUIDES, -S- 11 I I ( I 11 I II I I 11 Ii SEE a II I i I I I 1 1 I I II I I I I I I I 4 r} 4, I I I I I I 1 1 I I I I I I I I ' , G . I - I I I I I I 1 1 I i I I I I I I I I 220-5-004 4 ' i 1 I 1 ! I I i I I 11 I I I I i I I ' ' 1I i • t I I I I it i II ( , i I II • . / ' ' ' I I I 1 I I I I i i I I 1 1 ` • I e- �� _ .. • ■ - i !�_ _ ._ _ _ _ _ 1 I I I_! _ 1 � 1 I 1 i !J I :::r7v S AWCUT7 0 WBY 4 L _ � 1 � _ � i I � _�. 1 4 11 -fi HOPENINGIN' #7 @ 6" TOP EXISTING WALL. I I I I & BOTT I CENTER ON NEW #6 a� 6" EW, EF �, I I I I i HES CHANNEL ' I I I I ' 4 #6 @6" TOP I 0 5r�rr ►' I Ir & BOTT ',—' TYP 6" I I �, ..—_ I I #6 a 6 EW, , S-130 S-117 #6 a@ 6 EW, \ TOP & BOTT , 4 I ..� TOP & BOTT I I f \ I- / I 1 r \ Z.? / i i i I i , I I EL 163.00 _ _ - • - - - -,,- - - - - 1 / �: b I� :Elli :. -... I. i I I , INV. EL. i� . I, ( • .�� • •. t• 161.0 . . . {_.. . ., � , �•x 1 ii I 14 I .� �.�. ! � ••�`''�_.•,..lr�.•�•� ..•�;••,••, #6 a�6 EW TOP & BUTT r " f ri !^• • . • . • •-.•.. •t• • �'' EPDXY 8" INTO EXISTING rr r;.; ! ,,; • •'- , ! •;, , .,�.�_.._.•... _� CONCRETE 1 1'' -4 1 L ,---4-,I I I I I 1 I • 1 I" rr t! '• t iii ,, •i .I �, , ...•. ,' ...�.,y !•x6' LONG 3 X 3 X W" TYPE 304 STAINLESS STEEL #6 a@ 6 E F W/ ►r,� • ! •.,r! ,':,•r ,• •!„ 14.; �•: I I I I I .- •. • .•• • •:• Y.• •,,: .•• •,.• ANGLE W/ 5— DIA. STAINLESS STEEL ANCHOR 1 MATCHING DOWELS • } {�� •Y,• {•1 r-orr I I I I At.�. • • ., r • .` y �-T••!!•�+*�,.!��;��!•',.�;-•.;�►r;�•r I I BOLTS EVENLY SPACED, CENTERED IN CHANNEL TYPI I I I .•.....• • Y +••,,•. i},.••• , ��}•.+•••t. 1 EL 155.00 .�.;•,,,.„:.• . t . , .•.,0f. ,t•.• `r ,�*.:-$01.,,...0447; � 1 r � try 1 { Y•w ! .a• a••�' • ,rw'' I ( Co 1 p p p p p p p p p �',•,l,;�a •l,;h,!.•,��i ±a I I .6. . r I I . - T. -p. - . . K ' . A K • ' - K • , l• •�• • �+. r i1•� •tom.. ••�•7� •,• �' •�'.•tI��•. r•,�.•;•#.T• ' t ;•�. ,t�a�..,�. •"� },6 6” EW �.i�r•:. i. ..°irj�,.�.�.�T. . .;,� • :'�.OP - lx+_:�_. : .�r:�•.•_�. ,;M • !.: 11 li 2'-0" TYPE 4 SUB-BASE I5-118 S-105 A 1 SECTION o 220-5-001 " = 1'-0' 3SCALE: N U) O N N CO W 2 w . NOTES: 0 fi 1. CONTRACTOR IS TO SUBMIT STRUCTURAL DESIGN, PROCEDURE = DRAWINGS AND SEQUENCE OF SHORING, UNDERPINNING AND O N EXCAVATION. z 2. DESIGN OF SHORING, UNDERPINNING AND EXCAVATION IS TO BE Eca EIN COMPLIANCE WITH IBC 2003,ALL POTENTIAL LOADING CONDITIONS AND THE PROJECT GEOTECHNICAL REPORT. _ _c (c\k9 PRO, � �©IN* c.f/. ORBoox 0) cp , 13,(4°��Go c JOHN EXPIRES: 6-30-06 co SCALE WARNING SUBMITTED BY `0 0 1 DESIGNED K. MARTIN STRUCTURAL SHEET: OF z 36"= I ' 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: C1eanWat ' Services DURHAM FACILITY HEADWORKS EFFLUENT STRUCTURE DWG: 220-S-Q02 sa _ -0 IF THIS BAR DOES DRAWN C. KITTS PHASE 4 EXPANSION LONGITUDINAL SECTION o NOT MEASURE 1 SQUIER ASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. DATE: 11-FEB-2005 THEN DRAWING IS C.WILCOX ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 __, --',—.....------ , ......... I,.. t:i 1 8 ci co Lirlij ei S-502 S-563 4 4 TOP OF PARAPET WALL co 0 220-S-004 220-S-004 EL 183.50 r--, - r ,-- 1---J L----i -- • a. I ' . ALUM I 8x6.181 I ® --I i S-502 TYP ' ,m 11, co ! 1 _t 1 ...J II ai I I 1/11116k_ I. EL 180.00 EL 180.00 0. ",'"----- o —31VII 1-APlip 0 EI .. , -,7-. i i IV -c C) I 1 • 1 I ' L: I I v I 0 C° A ' ALUM I 8x6.181 AROUND 1 ' D 2P-4" & , A ,,I 21-4p" 3'-4p" SLIDE GATE FRAMES, I S-563 I TYP 1 , I TYP .. -,/.4v7b. ALUM I 8x6.181 TYP ■,,,,, I . [v. ' ' PLASTIC LINING WEIR TROUGH .' ' ..,„_._---------------- ABOVE EL. 172.0 j VI; c I, PLASTIC LINING ABOVE SEE SEE SPECIFICATIONS SEE SPECIFICATIONS 220-S-00 I ' . , 1---1 .- #6 @ 6" EF #6 @ 6" EW, EF --.0141 ib ' 1 A I ' I ar . PLASTIC LINING ABOVE SCUM PORT 1 , I°.°11111111111 #6 @ 12" . •. I> s #6 @ 6" , EL. 165 IN SIX CLARIFIER OPENINGS . .- FEED BOXES ......... EL 168.70 , . I r _ I> 1 > I IMIIIIn p. 1' S-143 - • SEE MECH DWGS FOR a L\ 1 PIPE CONNECTIONS, I - . V 1 1 I TYP 1 I . I , ' '• F ' 1 #6 @ 6" . • v S-144 TYP & II 1 . i .. TOP OF CONCRETE . , 1 i . . ° T7 #6 @ 6" TOP #7 @ 6 FILL EL. 162.75 (TYP) . Sp LI pOLE, .1"yOp . . ii Er) & BOTT v , — — ..... . \ 1 Pri; S-105 S-118 / 1 IP1f \ #7 @ 6" TOP I/ , zIllopEL 163.00 & BOT1 Ili. I EL 163.00 . ..•■0... ...r.. 1 i.,1 N. 6 1 '"0" A IV ' . ' I> . 11111 - ' / , \ ... TYP gi_ v 1). INV EL 161.00 0 II / TYPICAL 1 ,:p.14;;;Tillr+- 7.!;: TYP 7 PLACES Illr #6@ 6" EW EF ' \-- CONCRETE FILL S-143(TYPICAL 6 4,,,,,LIA i .,• ,,.,;.....1 orlf.''..:: 11rl rill$4.4.41j 2'43" TYPE 4 SUB-BASE V-0" TYP EL 155.00 II' #4@12" EW EPDXY DOWEL 4" INTO CONCRETE WALLS EACH END. (TYP) A: / A A W/ MATCHING DOWELS . . . , PRIMARY CLARIFIER FEED BOXES) .. -. . . ' Ai S-105 S-118 18" V-0" 18" 1'-3" 10'-0" 141-6" SECTION SCALE: 46" = V-0" I C 220-S-001 1'-3" 11-0" _ to 11-0" 'NI . - - . - • - - t" - • 11 ,- -b. : z:N, - , - . - b. -• is." - 5. 10. .41 No. 41I 11---11 .1 .6, & . ,6. . a ,-- TYP , - ' -.'• - .. . ° . . - - . . ah- a .• . . . . ' . °., '. .. II . . .' . ° . ' .. . • A t/ ..410,11Witt.*.: TYPICAL 1 .10■.•:‘,0:%..."-i•-!■. 40A #6 @ 6" EA WAY, At. • 'A '41 '/ 4 A . \-:t' . . .' 'Et \ . 7 ...- TOP & BOTT ..eii.ggiAvalli:.044.6:fiN t • A . 9 —1 \\* A A c A.. Vti ' . 0) 7. cr) o cn 30" 12" 30" a C■1 2'-0" TYPE 4 SUB-BASE • . • . cv u) w SECTION I B PLAN SCALE: %" = 1I-0" 220-S-001 CO I I 1 til EL 174.50 co _he 'a v ea co I 0 '' z EL 172.50 u) _ , a 6 I E 1---- , co _c ELEVATION ($.t) PROF4r- I t:: Ls.. 1 4 7"4 7 2 21:t$' hi 1/41 ii SCUM PORT OPENINGS 4, lie OREGON 0) DETAIL 1 , SCALE: NTS io JOHN Nt& 1--.--1 In EXPIRES: 6-30-06 ' N- ir) o SCALE WARNING SUBMITTED BY ce) 0 1 DESIGNED K. MARTIN ---44*, STRUCTURAL SHEET: OF tf) li 6 Iii5iii■ (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) ) NI W DURHAM FACILITY HEADWORKS EFFLUENT STRUCTURE DWG: 220-S-003 z 46" = if-o. IF THIS BAR DOES DRAWN K. MARTIN H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION SECTIONS -.0 o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. DATE: 11-FEB-2005 -) THEN DRAWING IS , REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.WILCOX (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 , \ \ _ — ,. -, _, ____- - \ , NOTE: N- I 6 I ALL WEIR MATERIAL SHALL BE eNi I A-A PL%" x 3" STIFFENER TYPE 316L STAINLESS STEEL § - ATyTpTOP EDGE OF WEIR, 1---I c' " j WEIR TROUGH INSERT 16" DIA ST STL WELDED T 03 FOR PC 1 AND PC 2 w @ 12", TYP 4 • 61-1 1" #5@4" X 52" CENTERED • A • -- (DIM,........_FOR PC I A 6 3/8 " 7 SPA @ 11-0" = 71-0" ON SLOT EMBED ai A AND pr -3 •miloommemm„ 2 ONLy - 3 i. . 41 Or, 916" X 3 1, " SLOT, to a immiummum. . TYP "5 I momilli_ - A. • A • V . 7 0- ^ 4604 SiNTESLTDLETYPE D PLA3T1E6 BENT , " t> . ' . t> I 1 , ' - • . 4. ' • -A • Allik V • ■ 0 0 0 II 0 0 0 1/1 E° - ' • 4‘ . A • ' A . , b I B-B I 1 _y_ _ 4 _ _ _ _ 1_ _ L _ _ I_ _64\_, L ., `: . 1.... 81-0 5/8 " ,46. ' - ' _., En _ ,.., 1 1 I '. :& . .-. 1 ./ II PL. • .. . N.. i I i I I I .c I '1""- WEIR PLATE FOR PC 3, 4, 5 AND 6 ... 1 i I 10 . .4. ‘: 0 FL 2" 6" 2 U) I I 1 . - - 110, AN Illw ... r -c I . . 5 9/16 " 6 SPA @. 11-0" = 61-0" (.) raM01111111.1 . A' lb• ' 8 • . ' 4.• 4" DIA. HOLE #6@6" HORIZ REINF v - U) PC 1 AND PC 2 W/ STD 90'HOOKS TYP. D . . • 1" DIA HOLE WEIR TROUGHS v @110 . *f° . I ONLY I , i I i I 0 0 0 yi\\ r6 3 (TYP OF 6) 1 71-11" 1" GROUT 61-11" 0* 441 I 0 81-0" le PL. DETAIL I 2 lir ., '- j- WEIR PLATE FOR PC 1 AND PC 2 SCALE: 1" = 11-0" 220-S-001 PLAN L I W NEOPRENE GASKET, TYP I - %- END PLATE EACH END W/8 - 121 DIA CONC 1------1 i cv) ANCHORS I 0. ',. A ' —L----. • • A I \ I 91 6 I 1 DIA HOLE, le DIA WEIR BOLT, TYP WEIR PLATE, SEE ABOVE AIM ° A C\I I I TYP I I • ° i \ o ± I I I . . • A WvA, xLL411FINANIG13E_PLH DIA I v- • - . I > CONC ANCHORS —I— I I 1/4\iTyp I ' 1/4/ \ t> . 11161113 . !* o II I I I - .. A • I . ./. _.° D ' . 9 I • • A • • A I I ' $ PL %" X 3" STIFFENER, • v. TYP • 0 , PL 96" BOTTOM W THICK PLATE - PLATE , , 316L STAINLESS STEEL 0 • • 0 SECTION B-B DETAIL I 1 I SCALE: V' = 1-0" 220-S-001 SECTION A-A, 1—.—..I 6" 1.. -... 1 " BOLTS 4 1/2 " IIPP -411 WEIR PLATE @ 6" O.C. 1 , 4 4" CHAMFER, TYP .• .N111411111111111PAI ' 0 ROUNDED BOLT HEADS W/ NO A "NI THREADS EXPOSED le DIA. V . A SS ATV-0" O.C. k (3 3/4 " 1."4 . C. .. 010, r =,,, ,,, I , _ 5 X 5 X le STN STL ANGLE CONTINUOUS . 0 WELD PLATE STIFFENERS TO 5 X 5 X 14" STN STL ANGLE #5 @ 12" A a . ENTIRE LENGTH OF 2.5 X 2.5 X 3i"ANGLE S 3/4 " . 7.1- WEIR TROUGH (ON DOWNSTREAM SIDE) 0 0 0) co • 7 . "zcs < COMPLETE JOINT PENETRATION co #5 @ 12" Ai:4. A -,R 4 zo 'qgIIIIIIIIIII a a Cl) 3/4 " ") 0 Ce---) 0 . 0 o 1r y . cv cv A A i ' 46 X 3" STIFFENERS 0 0 CI) w c It I ' ..4r,./...'- (TYP) Xt ca C V a c-- V 0 0 6 _ A O N .1 c L _I T 6 "tri) a /I V ca I V _ 31-3 14" 0 I r11/1/, • Z % CI A _ ) C5 - 1 PRIMARY CLARIFIER No. 1 AND No. 2 1 E WEIR TROUGH INSERT 1— 15 co PRores„, ,..., 9. 0 .: DETAIL I 4 I DETAIL I 5 I DETAIL I 6 7 2 21:1); LE SCALE: V1 = 11-0" 220-5-001 SCALE: 1" = 11-0" SCALE: 1" = 11-0" 4/ Y 1111•1•1111 I INNII■1 II...............J OREGON oa qP k 13,2P c.9 .1/0 JOHN 4.0' 0 EXPIRES: 6-30-06 N. ID c" SCALE WARNING SUBMITTED BY co C.WILCOX --N, STRUCTURAL SHEET: OF L° 0 3 1 DESIGNED ‘-- 6 I — (PROJECT MANAGER'S NAME) LICENSE NO. DATE M VV H IN ASSOCIATION WITH: DURHAM FACILITY HEADWORKS EFFLUENT STRUCTURE DWG: 220-S-004 z AS NOTED IF THIS BAR DOES DRAWN C. 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' ....; .4 CEMENT TYPE ' REAR SPECS 11111111 a= r ,. r ■ Niapare.pmartoomporme , . A p D R E S.S 11 te06 *At. 01"1 'ILIA LATI . 'dig. - ',.L'..*-,p D R E s s :145eD L6V)- 1%• er TleolArD,C,CrI2Z41 S T R E N G T H A T 2'..i DAYS - t R EBA R FINISH PROJECT' DU RHAry i i ,. • ,,••-•,-1 : " .... __ . .11■■•1.0.1■71111411111111ielleor ;COM gitilea OLYMPIAN PRECAST INC . , ,. P H 0 N E ,.l 'ila 4A2.ala) PHONE .. STRENGTH AT P, ELE A SE . m ESH SPECS. 111111111111111111111111 all aIIIIIMIMIIIIII an ,_......_ . . , . ARCH-P., r .„.-: . ELECT. CONTR. ADMIXES MESH F INISH TIGA2,....,‘ ..,, ,..z ‘ . ,................ 4 IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII aIINIIIIIIIIIII 11111 P.O. BOX 539 • 19150 UNION HILL RD • PHONE: (425) 868-1922 LOCATION ( : , i % _ • , ADDRESS ADDRESS WATERPROOF TER PROOF MI ( . IR ON SPECS, EMI REDMOND, WA. REDMOND WA. FAX (425) 868-1400 , _I, 4 • .„, IIIIIIII6 r.mIIIIIIIIILads,1111.IIIIIIIIIIIIIIIIIII& 0-0.40.my- iimiliMiamillillilliiillillillillillill1111111. 111111 4 REDMOND, WA BY C4ciTHY CHKD BY . . PHONE PHONE mIsk , IRON FINISH 1111111 98073-0539 98053 _„,, _i •- - A „,„, . --. • , . ... 4., , . ENGR, PR ESTR. ESS STRAND . ,. „.„..._,...... . DATE Cl/PIES FOR REV. DATE DESCRIPTION . ,/ , . ., ,. ADDRESS . A-Et D'R E S S ' B I_ D G. P E M I T ilik. / -... ' . PHONE - , ,- PHONE '. C 0 I. 0 R N 0, PRINTS. -, REVISIONS JOB NO. 44 , a C) 97 1 •,... _..__ . . ..,,. . . . . . . . . . . ..,. .: . . . . , ! '-‘,.,f:._4 F:E 1 efk,n2111,C, APPr°t\r"cij°rSt,tc:/°heijkltdtlint,,re.''PL;PILIC':".'-'1,1":1511\-Trmit . . . . . . . . • . , . . . . , . .e• lormish . . • ; 1 1 67 3 11- 2. If 0 ri).011 7L 20 11-10 2-7,_ 2 , 0 „......... . . . . . 4,- - Fro( Olympian Precast, Inc . , / / . , EE DujG P.4 F 01 ) . . ,,..e...., C.' ICE _A-1'0U T ,.. ... VN 1 ... O. / 4 1, u . 11111°111111141411141 ISL'' '11°1111 1111:11S11116„1111111S1111146, ' 4.14%****14A. ‘, .1111111.41111‘Wallninillatille#114011.11nidIMMIPI ilill11101 NOIMMOMMIMICIMPIIII allailline 616.11.041MAININie.81/000. 0010tO,ft, / a0011.01.1litalMAKIM.,ta.t.o.01.*tombial.m..04%:Allif0:ar....41.,...1114,.•,ailkakma.I.PIP40 fatightl.totes.....11.11.as,.a.41..........ntlio.a Av...a.a., ... ,....,101,...,......,11,...7...M.*..41.1. , . . - s ' " - - . -I - ' f C3, 4- ,44 ,... C3. , - — ..-- — — 1 . . . , , f . ; 1 , i . . .. . . 1 . . _....f , . . ------ . , . . • . .-. .? I ins:*1 - 4 ' A , , ;;;......1 .....„.... . _. .......................... 1 , , EL. 150.50 ,..,., ______ ...,......_..... i 4 '-‘,.,.......- i TO. 5LAE3 5,42, 1 (.0 z. 0 .4__.- _.„L 34J 5' 25 5 it 1 .... ...,,,,- D ((ID ....r.D S . ., I Ft \BLII 11 I 6)-0° 131,_to F 01 1 ..0 I 30-ov 11 - 10 ,i A i , $ I . ....•, I1 I i 4 . , - i I I i , , f 4 . ' , ' .; -- • 1 I 7--! 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' ...,, ... i lik ..'..,,,. • ,.. - „,.......rn, 4'----t--- eing001- '' -4 4 , . . . , . . . . . , II .... . i : . ,, ,._ ... .......„,. . ._.....„.........._ , . 1 ,,,............„ , Et 156.60 , 111. ....... 4_ ...... _..,....., , .....„„, _....,, , .... 55 65_, 65,,) i I Ta t.„,/.1 v eb Delayed 111111. / 4 t : - . , .......t , . . i FOP APPDReli0::viLay = . ..,,.mil_ . , . r i1 i ' . :li-,'is.'..L:2.....1,' , , I e SS* *0 rl:Wi”'n':g):6781"rar";:RetliT*M*ed 4•. , ,. ....m.0... .... Mb . Mi, ,'" kis„...,51.1) 1 4 NOV 0 1 2005 .. . ..,.,'... , . , . . =- 'I• .,. ., . 111-"=h : ',. ,...t.s'.,,r, ..,,.. f ll -- '''. '. ,....: : .......ak.;..o. IIM Mir — '4 'i i 1.4 IIM 0 1 I I 0.4,V Ote I V 4 .1 i I■14■1,0, a a ,. Mg ea 1 I I 11111 I I I 1 I 1 1 I II III I I I I I M 0 III IN ly imil..7 „,. " ....._.......... ....• i , . ........ . c5T) ......... 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An 1 NOV 1 8 2005 • 4 415 RE5E 0 <1 _ 4 ‘'' 1 i_c)ft ---41" "7""'")41 131 s 4 3'4' 9 I-1 5 1 9 1-10„ I.. . 40 ,I ...,-4,21 ,1L i:1 '3 2 1 OLT 1 .1 . i( a 6' 41' 4Q 'De I Etkili'6.57.,....- 0 5E., OPI RFI*7 ) ....., . . . ... .... .. 4 -, '- ---- - --- 4 i 5-0 i 604 1 41- , I i II 0 11.1 i 10: 5o ......._, 011.,....,.,..............„.,..........., ' . • 0,- , . ri,..,, ,, ,-2. "" •,,,- \ ---..4, f7,' ,,,,,, ! i k,0 R0. .0, \ f ------ 1 --if,, - - • - '.„..,-„;----.) 4.... ._° ic04" , .._u to .. . ... ..........._...... ..... .. .... ... ... ..... .,. .. ... . .. . .. .. .„ .. . .. . ...._,. . .. ifi i ;.. ..„ , . . ri,•/ ,' W :/ •--';'''' ...-' "1-,a,.:,,V*.4:::4.-- • \ \1'::11/ '''r,r, s \ '-.''' ' ,'''S,;:S Ir',/ ' ' E 05 7 ELEviei no t,,,,,,... ... .. . ..:.. ...., . . .. re•:...0„. /2:/„1:://-0‘ 1 GENERAL SPECIFICATIONS NM 11.1111 . . . . 4111.11W , IIIIIIII 1.111111 III CONTR . JOB SITE CEMENT TYPE REBAR SPECS. 0 LY M P 1 A N PRECAST INC , , . ,,,,,,. . r'''",, <,'..• ADDRESS ADDRESS STR ENGTH AT 2 0 A Y S REBAR FINISH al IIIIIIIIIEIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII • a PROJECT Du F.4---HA tYri Lk LIJ i V tji-,11--)1 L.i 1 li ' . PHONE PHONE STR ENGTH AT R EL EA SE MESH SPECS. al , , MI Mal 1111111.=till- . , inftwoommiii.o, ARCHT. ELECT, CONTR . ADMIXES SI ESH FINISH IIIIIIIIIIIIIIIIIIIIIIIIIIIIIMI RO. BOX 539 ,., , LOCATION _ 19150 UNION HILL RD PHONE: (425) 868-1922 i .. ADDRESS ADDRESS WATERPROOF mIsc, IRON SPECS. IIIIIIIIaIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIMNIIIIIIIII REDMOND WA. • •' PHONE PHONE MISC. IRON F INISH / REDMOND, WA FAX (425) 868-1400 . . . . WU irr 1 prin. 0. • a _ , .... A. 11111111111111111111111 ' I , 98073-0539 98053 DRWN BY CHKD BY CAM V SHEET MECH, CONTR . PR ESTR ESS STRAND DATE COPIES FOR REV. DATE DESCRIPTION OF i ADDRESS ADDRESS BL DG. PER Ni i T um '11' ........ .. „a., „................., ., . . • ,1--,,,_.#3 Al/MelaWimpomm, A.M.1.11101.1.1.1114.04.1. , el PHONE . PHONE C 0 L 0 R N 0, PRINTS REVISIONS 48 NO. 4'10 e,7 . . .,. . . . . • . . , . . . . . . , •:.:. . Tr 1 . . . . . .. . . . . .. . . , . . . . . . . .. . .. . , . . . .. , . . . . . . ... . . . , . . .. . . . . . . . . . . , . . . „ . . . . . . . .. . . . . . . . . , .. .. . . . .• . , .. .. . , . .. , . .. . . . . . . . . . . „.. . . . . . . . . .. . . .. . . . . . . . . . . ..... . . . . , . . . . . . , . . . , . . . . . . • • 1 „ . . . . . . . , . . • 37#-- v 0 0 91.-10 1 -2 i-7 -o . 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NOV 0 I 2005 . . . _ . . . . am. , . • . . ,,, •.-„, ‘. ., ,.. . . „, .. ,, ',...',,--,,,.;14.-:;,,, ,,:-'.:-,:. -„ - '-. . . , I „, --,, ,..:;.,,--,..i. EL 1'32.41 eta P.0 EL,12. *.., . . . • 1 Olympian Precast, Inc. , . . I . -- - - -- — . —_...._ .. . . . -. , .. . , . .. . A I 24 A . . . A - • , ' 1 • .•-Ak„f. . . '- ------- , ttl'• — .... ..--.-- - , - , _ s. A1E5 , 2.4 AIGDS _ , • .., „..., * * ,_, , . • . _. . . . , . . . 0 !. . . . • , 1 • It PrOCIUGutIn° 1-0P 41-0 .1 8'-a 7I-4” , . I,II-Q. . ; , won Drawings are , . ,: I i •. . , -, • 1 11_ 1 ...10 4 0, --2" _0,, 9 -to , 5,-(0 . II 2.... 5..6, 51- 1 6-0 Approved:: , • 1.,, •;it, ,o, . . . . . . . .. . . . . 70'- 10 Nov 1 8 20o5 . ; . . . . . .. ' "ir . ...,...., _ .. ....„ .. , .. . t t .:. . . ,. . . B 41•4,-;',N'------:--------_-_'. '.,,,, .,,,,,, . . c...,,...- t, ,, : ••.• ,,-. ,,.....„ . , ..4,.,...,,,..- i..:-.-----. • ,' •--:x . - , • -- . '.(,-',.', ri Ancitriii&nliver;Retmi ayumbeedDe. ayed iiczi',:.:- " :- ' 1,' . , , i '---I' 1 ' 1,1„,,,..! ,-, 4 . , 1 . . .. ., . wE5i ELEvirlom . . . . . . . . . . . . \ \ r)n•r'-301 . , . • . . . .. . . . . ,(p . . .. , . . . ---,k. p..:- ., . 4,., k i.,i 7 2 -'11 . . .. d.-<----, .• -1,- . „ . . . . . _. . ..-„.. . . . . . . , .. , , • . . .. . . , . otramowsossarasomma Ampswasoor . . ., , . • . - ' IIINIMIIIMIIIIIIIIIIIIIIIIIIIIIIIII IMIIIIIIIIIIIMIMIIII . SPECIFICATIONS - .. ' 0-' E 14 E R. A 1.: . S DESCRIPTION it i---, LUEf---. ! . . „ . . . ..._ . immammilimmilimarmaimisimernin 110 __--------- SOU T R . ', j 0 K., s IT E. CEMENT TYPE R EBAR SPECS. MIN MN aIIIIIIIIIIIIII fir.21,ir..V1 . . , . .. . . ADORE ss . ADDR ESS STRENGTH AT 2 8 DAYS REBAR FiNISH PROJECT , ; ,. . , . . . . . • . . . 1 4 .. . . . . PHONE RELEASE MESH SPECS. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0=1% omet. OLYMPIAN PRECAST INC . .. . . . , • l'N' • • . A,RCHT. . . . - ' FL..rel..- ONTR. ADMIX ES MESH F IN ISH ' -IIIIIIIIIIIMMIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIII Oki 1 • .. . LOCATION . . . . „ . , . PO. BOX 539 19150 UNION HILL RD • PHONE- (425) 868-1922 1 GARL..) ,....„.„ CHKD BY . SHEET ' , , ADDRESS . ' W ATER PR 00 F MISC. IRON SPECS. .111111 11111.111111M REDMOND, WA. REDMOND WA FAX: (425) 868-1400 r • • , .. L PHONE , . . ., . PHONE MISC. IRON F IN ISH . REDMOND, WA. . . „ .. . . ,. , . . . DRWN BY CT- ; -.. , i y ) 1 • . • ..6 ailiaii=M 98073-0539 98053 . _„,... . 2 ENG R. . , . , .. , . . 'MECH. CONTR . , , • ., , PRESTRESS ESS STR AND . :IrTIM111111.r. • ila *I:” .,.. .. *,/,,,,,, OFI . . .. . - DATE COPIES FOR REV. DATE DESCRIPTION , . JOB NO. ( ADDRESS • , . ADDRESS , , BLDC, PERMIT ilk , 44, g(.....0) - 1, im• ''''' . . . . _.. 1 , PHONE- - ' . . 5- 5 .,,.. PHONE . . C 0,L. 0 R N O. PRINTS REVISIONS . . . , • . , . - .• . i 0 311_211 4111 et 1,.. 10 it 0 7 i.02:, --4---- It-o" 0 371— 20 6 9 6 W 51-4' ' '_ " —IF I 441— ` �, �. 5 1— `' Id ei. 4: i. 1 4,', 4.--,10' 1HO 5 I 7 �i mom ' gio jr �n , 1_34,, . Q'. 0 VII I' Q.) ti . @kou-- ; e ALL ----9 ,,, .........__ ....„ ' Ir..) ..�. 0 , . i ....... 0 73 c .j 40. z ,=- . i : :`,1 , .i � f! � i " a Ci8 ,i t NI IN En ,--.,,,f1„. i v r t . 5 a , SLOPE i It-�4" ! k ,i_fit i �+ , . ..„..„...____. , .._ . , j. .: g{ I r 3 f I 6S til 4 x � I € S g Dy --- _ m.,_____,.., r..,__ _,.... { l f :: k 43 1 -9 trt H . f /VYeP I .1 t9 Y. ''N. a"' I p jj I '°?., Y < L `sw, a F .e..;,,? ` :5) 'q ,04L\ F v: ' - ' ' 1 ZO Mall • 147 r 14 ,, CGA - , 4. FOR APPROVAL 1 iympian Precast, inc. . ' '- ,,:'`,"/TrOr i1-4- . 9 s —4— IN , , e , , „,... * * * * 4� , I i____ RQQL± L(IL__Ii.�J ,,,i. It :, Unless Drawings are Returned r- I FtF---, i a) A.,- CO 7 ,t-'-'47 fp ;, NOV 1 8 2005 0 . 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CONTR., ADMIXES 111111111111111111111111111111111111111111111111111111111111111111 41111/h P.O. BOX 539 19150 UNION HILL RD PHONE: (425) 868-1922 LOCATION OW. ADDRESS ADDRESS WATERPR(itif MISC. MON SPECS, PHONE PHONE FAX: (425) 868-1400 MiNiiiiiii 4 04,44 Iii iiii REDMOND, WA. . REDMOND, WA. • Ti G A D misc. IRON FINISH di ., tip io W5M ;Milloin 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 1.1411111 98073-0539 98053 ORWN BY CAT-iy CHKD SY SHEET t ENGR MECH, CONTR . PRESTRESS STRAND . ADDRESS ADDRESS " BLDG. PERMIT DATE COPIES FOR REV. DATE DESCRIPTION OF IIIMIIIMIIIIIIIIINIIIIIIINIIIIIIIMIIIIIIIIIIIIIIIMIIIIIIMIIII , ,...-) PHONE PII-ONE PRINTS REVISIONS '7 inDES NO. to, 111941.0 ?',-1 el t 's' . __. - . . . „.. ',:•:','''',. .`,-. ' - " ,* , ` ' .- ,'' ,..---'',?..,,.',,- ' -2--- =r . ,- . • '•---, ''.-:---',.- . -r ,,"--. . - - -, - , .- . . 0 . . Pliti- 1.36iNIEL '6'4t* ,-.#1. ..', '. ,... 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OLYMPIAN PRECAST INC . 4.01111.11011101110.1.111...11.1101..11•1Me 4 IIIIIIIIIIIIIIIIIIIIIIIIII aim -7, .... ,..74. 9 E)U 1.--1 nil uj Ili T P FCI -11"4411 PROJECT ADDRESS ADDRESS STRENGTH AT 28 DAYS REBAR FINISH 111111111111111111111111111 PHONE PHONE STRENGTH AT RELEASE MESH SPECS. , 1111111111111111111111 s MIN A RCHT. ELECT. CONTR., ADMIXES MESH FINISH ''' 11.11111 IIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII/It14 , P.O. BOX 539 19150 UNION HILL RD PHONE: (425) 868-1922 LOCATION i;ED i 02 ADDRESS ADDRESS % ATERPRO()F MISC, IRON SPECS, MN REDMOND, WA. 0 0 _ ..... REDMOND, WA. FAX: (425) 868-1400 PHONE PHONE IR.ON FINISH MEM rnnallii.' P trili ji. AL, IIIIIIIInlliMIIIIIIIIIIIIIIIIIIIIIIIII 98073-0539 98053 a DRWN BY ''.,( CHKD BY . ENGR MECH, CONTR . PRESTRESS STRAND OF — DATE COPIES FOR REV. DATE DESCRIPTION ADDRESS ADDRESS BLDG. PERMIT PRINTS REVISIONS likk MEI NO. 44i0 ..... 27 PHONE PH()NE C 0 L (..Y ft N 0, N 40 - , , , . 0 . , , , t _o / wn �-y}j(y�'j1_ H MIL,t �r� Y. 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I •,_-41/------- i-91 ,, 1,7, Productic.In And/Or Delivery May be Delayed r-; 4)4 1 7 I_5 1/4, ‘,, ito Uniess Drawings are Returned- Approved by: k.„ ,.._„„..„-,..„. \'''1,.,- ,..; ,1 . \‘:..,---",-,Or' NOV 1 8 2005 ...1 g --,, 7-•-,-..:',:c,,,,,,c4,,,\. „tii -7i ) eye.2i 1 10 0, A D, (LIT 1927 __.....__,.+ ...,_ _____ _ _. 4 40111.04. ‘Mir 41....11L, GENER AL SPECIFICATIONS 111111.11.11111. aIMIIIIIMIB= ,......... • DESCRIPTION p0 D Li c TI 0 Ki RUG . CONTR. Jots SITE CEMENT TYPE REBAR SPECS. =NM OLYMPIAN PRECAST INC . FiApe-t, ...................._ ,.................. .0". I ADDRESS ADDRESS STRENGTH AT 28 DAYS R EBA R. FINISH PROJECT ai 2H A fri w a)T p ,....pci LITT' __ _ ,111.1.11111101, 4"20'2, 4'11E64 4.„ PHONE PHONE STRENGTH AT R ELEASE MESI-4 SPECS, MIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIMIIIIIIIIIIMIIIIIIII •i i „ttutttitttttitt. ARCHT. ELECT. CONTR. ADMIXES MESH FINISH 11111111111111111111111111111111111111111111111 P.O. BOX 539 • 19150 UNION HILL RD • PHONE: (425) 868-1922 ..TIGAg. 0,2, . 1 , -.... LOCATION ADDRESS A D D R E S S WATERPROOF MISC IRON SPECS.. IIIIIIIIIIINIIIIINI maimammiminammis iit, 11 .1 REDMOND WA. REDMOND, WA. • FAX (425) 868-1400 PHONE PHONE MISC. 1 R 4.)N FINISH tit, it / DRWN BY 41 '1" CHKD BY TH OF lir ... 98073-0536 98053 ENGR MECH. CONTR PRESTRESS STR AND IIETADTE trinli...140, '''' 4 ... FOR REV. DATE DESCRIPTION ADDRESS ADDRESS BLDC, PERMIT . 4e4R0 _ 2.-7 1 PHONE -4 1 H 0-N E C O L O R N 0 PRINTS REVISIONS . JOB NO. eit ., . ,................. c . , . , N1111.111016, \ . lemmusionimmormsreor I ' 1 H A R L....,-ThwRE PLALt Dievni $ Jr . ..,,,,.. 7 . .........,....16,........61.6"...V......".[...,......, oTy DE.3c RI pTio),,,A 1 1). 1. 3 N" c,..., L-13/4 , 44., (4) $ FL PCX-2, LI FT ILI 6 MIL. PAKIEL SY6119.4 . . . . FP7E A . -... ,....-- -, --- @ SO k 111.11111111111111111111 I 1111PAL1,1112 . 1.41 le . , - / 1 A 10 t IVOR .1 2 1-1 )3 16 - 'f3 '‘j CS 4. 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DIM, (1_ 2E0 i D) ffle...., A m6„,2 po,..).,......., ... ,,,. WI [617* NOV 1 8 2005 .., - . - --- Lr 7'. / 4 /oc . . - ; i , , . ,. • 4111111111111, ANIMMOMMUMMINNIMMIN, 11111111111111.11 IIIIIIIIIIIIIIIIIIIIIIIMEIIIM GENERAL SPECIFICATIONS DESCRIPTION PRODUCTIOIQ )1.)6 . CONTR. - .108 SITE CEMENT TYPE REBAR SPE( S. 11111 AHONR E SS P A D ODN R E SS SSTTRREENNGGTTH H AATT° R8 E L)EAAYSS E ........, - MESH SPECS,..S.,-.H................, V11140110.011110■404•4, El 1111.111 NM 1111.1110111111111111111111111111111111111111111111 ...,.,e . PROJECT Du - tn..1n uj it. r FACILITY I L 1 Ty ARCHT. ' EIACt. CONTR. ADMIXES MESH FINISH -- ii. MINI.4110414111114111111■14 PO. BOX 539 19150 UNION HILL RD PHONE: (425) 868-1922 LOCATION ADDRESS . ADDRESS. WATERPROOF MISC. IRON SPECS. 111111.1111111.1 INN „man. 1111111 JOB NO. 41%4 REDMOND, WA. REDMOND, WA. • FAX: (425) 868-1400 . 0 0 ....... ..., it PHONE Pli ON E m 1SC IRON FINISH .. 11-.1•C6 Ulla 4 - 98073-0539 98053 . I '\-ti DAWN BY . CHKD BY SHEET . i , ., - ENGR, ' - A4 ECH. cONTR'' PRESTRESS STRAND OF • DATE COPIES FOR REV. DATE DESCRIPTION , - . , ADDRESS . PERMIT PRINTS 44 00 ‘:) , ... , . , ,.... , PHONE * , ''' - . ' PHONE I C 0 L 0 R N 0, ........-..... REVISIONS lk_ ° _ _ — —.—__�____,a_ ». ___ . . �w. _ ,_ _ _ __ _ _._ �. . __. .___ • , . _ � _: _ �_. ._� w _ _ _. p. ,, • . ,, �` K. DE5C !FOM ----lif .1 al rir (z) e-TD P .g, (2) IS/Ace FAczo_._we _... ° 0.. __ _._ .v_µ ae k it wKli) I A 7 A 1-1 3 1 66 „‘5"x..., x4-46. x 5 34 ft t ei.,--71/2.41 :1 i 0" 5'-31/4 11 filo ii I 2 -7 ,/"2. 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(2.)44* 4 X r { CD 1 II _ a ; , _ FOR APPROVAL f I ; - i 01 . 5 . - Olympian Precast, Inc. i 2- i-{9_3.ii (r:5) t , ,. w , , * , ° r--- -.4 . , .• _,, (1221 4 4 x 5 L id e 507, . _ ____ __ _,..._ I — -----j I — —. _ t, .i„.do: --. c .o- I ThNT** r..�, . �, 1• �'3 � Delayed i �. ,� Proctc:�+f��And/Or Delivery May be De ed Unless Drawings are Returned ♦ Approved by OREGON 2 r NOV 1 8 2005 ki 444 i (c)t— 1 1/4" 0 a DI ryl , , ,0 ( 2- _...,;, ".---.Y4 E 0 ' D,„) (k4* A-8 air i 65 1 Ztk r , ., , , \ ,GENERAL ' E � # L V 3 , A \ DESCRIPTION LUG , _ a ,C NTR , JOB SITE CEMENT TYPE REBAR SPEC ..,, , - an11111.1POMMIEMI•lte MI 111.1111= :::NREEss A D RESS S FSH LY � PROJECT STRENGTH AT RELEASE MESH SPECS. ARCHT° Et,ECT,:NTIRR. ESMOMMINN R PHIE: (42 888- X22 Ap9REOt S REDS L, VA.t S � F , SHEET� -. PRESTRE SS .TRANS - DATE COM S FOR REV. DATE DESCRIPTION ADDRESS ADDRESS il t.. D f ER T PRINTS R E V I S 1O S B NO.PHONE PHONE c 0 ; 0 R N 0. 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PPROVAL FOP , ' A 11 1.. , 01 , ' , cifx ' 4 41 I " . , . , °‘/ 0 1 '005 , . I II ' 0 . 134,,VII N-4 fif it's ,_ y nOiall Precast, Inc. .1 44 ii I . . , . t„,..,',..\7.....:',•:‘,..---...1-.„1",,.s.t-'(....74,. :a. .___ . . ,........--- ) : . , W ' - . . '' . .4,,‘... -'• .4. ',:::,.,:i 1:-.,*,,,,•,,,, „.. . 1 ' , *N..` \'''' •t: ' * * 1110.,.7,0ANT** i c4,1 ,(„<„, ,, -,....„, ..1' i'. ');Li i ..-- ., 4.„,,,,, Production And/Or Delivery May be Delayed e - r.- Unless Drawings are Returned- 17 - ' \\<:./ OREGON 1/ Approved by: .. a FE,F '1 O- A...eft 2 , (.6) . ., .. -rri . ., .. REIT 314/106-5-392 ,,•- ,, (.. -k, ,,,,--...4.„... .._....,..„ „,...,,,, r'''1430:06-- 1 8 2005 ,99, , NOV ... 4 D ETeiL . ... , f2icoo.6/4-69z 11111111111101111111111111111116, 4.......w GENERAL SPECIFICATIONS all1111.1. -1111.1 . DESCRIPTION pRoDu cT 1 0},..1 Dili& ammiami mill CONTR. jOR SITE CEMENT TYPE R EBAR SPECS, aIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MI •ill .lit I OLYMPIAN PRECA,ST INC . ADDR ESS ADDRESS STRENGTH AT 28 DAYS R EBAR FINISH Mil FPAx1-10:N(4E2:5()428568) -7480n-1922 PROJECT DU R H ACV) wa j Tp FActLiTy e'rkJoe-)E- ..._ 4 PHONE PHONE STR ENGTH AT RELEASE MESH SPECS. ..= O E ANOMMOINOMINIM11.1■1■MW .7...*I G ifl}Z,D Dio, NwAH!LL RD 1 0 Ri 9E1D5°MOUNN • ) A RCHT, ELECT. CONTR.. ADMIXES MESH FINISH aIIIIIIIIIIIIIIII 1111 =iiimi 1 li LOCATION ADDRESS t ADDRESS WATERPROOF MISC. IRON SPECS, MIIIIIM PHONE PHONE MI (..... IRON FINISH . 0 70 e 1$ • 98053 RP.°ED:M3700X5N5D93,9WA. ....,., DRWN BY CA1)44.111 CHKD BY SHEET ENGR MECH, CONTR. PRESTRESS STRAND ' OF DATE COPIES FOR LIM DATE DESCRIPTION ADDR ESS ADDRESS BLDG. PERMIT , 111, 10:1 t PHONE , PHONE COLOR NO, PRINTS REVISIONS JOB NO. 4490 . 27 . . . . .. . . , .. . _ HAR,,,,_,,,, , , 7 ,_6,i� PLAKI I M ' T ., , . - _. ___ .________ ..,„.,._,,.. _. _.... 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',--',.z(--,),,-.---,z1 ' ,. ., . , II-0" (.336µ (i ) etry df `k i s �, 2 , 0 ' L 1/4 S:15 ,_ „ ,, , (4)43 71 ES 9' i c.,..,.'(.4,,, , ,_„ ''.-5) ‘..-.: „ . i 1 i � 'i>,r rk '>s�l�i p,,, �� lC3r ra � ry tV[eyr be Delayed a € on...Drawings Returned> .-dl 114' C r',T i',0 I Approved NOV, W 77 f555 1 8 2005 Are i co . : . GENERAL S P E C I F I C A T I O N S IIIIII MIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIII _ � C-- , . mum DUJG ,1111 c G , 'i Ft a SITE CEMENT TYPE R E B A R . P E/ ( DESCRIPTION , . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ::::" A�� € �S STRENGTH � � 8 DAYS RR FSH PROJECT 'MP I le ADDRESS, ,1 A R.C HT. - ELECT. CONTR. P.O. BOX 539 19150 UNION HILL RD PHONE: (425) 868-1922 LOCATION TGAFD a ADDRESS WATERPROOF MISC. IRON SPECS. s • } PHONE 1111" , PHONE REDMOND, W�►. REDMOND, . FAX (425) 888-140 Mtsk . IRON FINISH � , DRWN BY CHKD BY SHEET i ENG t. MECH. CONTR . PRESTRESS STR AND BO ' ADDRESS ADD4 E S H L I: C:. PERMIT DATE COPIES FOR REV. DATE DESCRIPTION OF JOB 4490 2.-7 r` ..,. + . PHONE COLOR N O, P R I N T " REVISIONS I JT 4Lii ½ `I PLA k D( w\ * clr I sr I- 'JJ/•// " PLMD1 (Y), HAPDWAE L lt s )1-z � (24I ( e c.i ) � PC QTY MARe... DE11OM (co-11----- i r 1.4 Ft ri N 0) - .ii -II ,_,, 1 1– 23/4" C 3 3 I fir- ----1— , ,7... _ :—.--1.-4— — ir,.....T. .....——,...., 4 _ A - 2. 1--'. 55 ft 5,/u„ x 4x 0-6" wi(z) 55 V2.' ott Y 5I' HAS e sitac. il -- r —1 ' 3'--P/65* _i_ .., it __ _11 f r 1144 iii,------ ---11/4- 'lir C4 , 1 , , , , ..., , , , . I 1 N3 I I I Ai , / ( PE84q I _._.._.a N.S4 II x *3 '--."--1,4" Pvi , ,:, a: KI- _ ... L ....Hi __. . \ ()JP . I . 8 '.'6" 11- 85/4' 1 - B 3/4" 65148:' (3).145 , 8 ,61, 2 -0 II 2 '-I'At" (2)11-.451 . i f s tt + , _. „ 0 1 I € \\'+ L., i : ., _. ...j________ 4.--_ . _ __..„, I i s I ... t} L I-- .... . _________ .. .\3 1 i _ "Csk . _____ _ L .. P I � � -1 t I: 41_ 2 ,,,,e),.41- 101/4 . oh DIM (7 - eEciD) Ne C 3 , A # . 1-0 Ldi ---* 6704 41- 61 -7/8., 0 A DItii. 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AA p /f( ?4 \:t 0 I -- •f s < {{ f f i + t r Olympian Precast, Inc. a 1 • .. . .. .. ,....r..._.,,.,r. ... --in n n. r {{ t # ,w a A S: = - P roci t,. , A r d,Or Delivery May be e De l Y e , RE tkiF, (2) :,.,i,''x 4)-4 d(5)43 T _ 1 is Unless Drawings are Returned-i ,' iii : .,.,.., ,° -:`, ,t Approved by:}, .I E,, ID. --,- I- (4- EQ ' D) ( ( C - �' � - ci ...... t NOV 1 8 2005 Ltii:i. 765 4L % i G E N E R A L P E C I F I C A T I O N S , DESCRIPTION pRoD cv.6 , NIN.11111111111111111111110111111.11, MN M 1111111111 OE ij C.'"T i CL")L CONTR. JOB SITE CEMENT TYPE REBAR SPE{.5 . NM aIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII oLympiAN pREcAuT INc ._,,. :::: ss ADDRESS STRENGTH AT 'A DS REBAR FINISH PRQJECT °°!,E PHONE STRENGTH AT RELEASE MESH SPECS. � � �• ELECT. ADMIXES A H T. v T R. M �S� FINISH � � tt 11 11 ADDRESS � • ADDRESS LOCATION P.O. 539 19150 UNION HILL RD PHONE: (425) 868-1922 7 � C ' LC . REDMOND, A • REDMOND, . ( ); ;E a ) PHONE M ISC . IRON FINISH '. DRWI BY CHKD B� SHEET 1 fir �� . MECH. NTR . _ OF PRESTRESS DATE COPIES FOR REV. DATE DESCRIPTION ' : ADDRESS ADDRESS RLDG. P PERMIT M I T "B NO.PHONE PHONE COLOR NO PRINTS REVISIONS 2.7 44 , , . ., / , „ ,. , , HARDWARE QTY tyliaiRK . DE 5cRipTi Oki ,....„., .,(,. ....) 2 F 5 55 ' 5449,X4',X.0'*-6' IA/ / (Z) 2 - , „ , (.5) 4 .s i 1 t. i . 4/2 4.4' 4 FL1 �, 1 !. 1,4 ii I 1..4 u _ '?` , .. 1 ,_ 1 i i P-105 c 1....614 1 ow Lock. Ree. .Lr„.---, _ } i '. .,„ . - 4i3 e iZo.c -./11,,,, 21_ 6/6, 1 r....„... ,..1-, i - t ,„ I \ , „ aw,w� w. ! ! ' 1 . , . I s . r,s4 a M ii' —0 (1,,,,,5 5/6,, p ar. t , ,.. ...,t c...... it T r : t (FOR t.,i Fri kj 67 C3 t _. ___..---- — EL, t43' ..... _h _ ._..__..... 44,s3 1 , '� �� { �'` , " } _ ' , .2, ryi, , , 1 -0 ..-... .au.aa, w,mo-.r«...,m....aw, -»w»«._.'...._,_.........w,.+w,.._..�,.._w...w..r...w..»...,..,-�,,.....r.,,,..._.,�.......,.d.w...®..�.»,-,.»..�..__.�..... ...,.,-m,.......w-......®,✓...,..+....-.,..w. ... � p ¢, 3.Y � {� e M 1 { 3re a+ . Y7 b,x pt __ .... (1 i i• s . . 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FOR APPROVAL NOV 0 • 7005 cor 4 PM• N .--,_ Olympian Precast, Inc. (11 Ai ` t lf f)1 * * IttitiiyORsANT i Proc u�t r And/ter Delivery May be Delayed i Unless�r> are A urted i Approved by: *.??./ii ' 'NOV 1 8 2005,,,,,,,,4 4 . GENER AL S P E C I F I C A T I O N S DESCRIPTION plajDucTIoLi Duj6 CCNrR )c) 3 SITE t EM £NT TYPE REAR SPECS. ma. milimFte L\II' . ., „... ADDRESS ADDRESS ' STRENGTH AT 28 LAYS : R : sH OLYMPIAN PRf3JECT �r RELEASE ECS. miii CT. CONTR.NTR. ADIvt ��t s LOCATION ARCHT. ELECT., ADDRESS -�. -�.--. P. . BOX 539 19150 UNION HILL RCS PHONE: (425) 868-1922 T- GAPD , 02 ADDRESS ►� AfiERPRCE?F MISC., IRON SPECS. .— PHONE PHONE I 1 REDMOND l� ► V^ rA,. REDMOND, 11 A. FAX (425) 888-14 0 M tS(_', lR()N E IN tSH }ovfA EN(� R M ECH. CONTR PRESTRESS STRAND 98073-0539 �Rr +l BY fl4'( CHKD BY SHEET 4490_DATE COPIES FOR REV. DATE DESCRIPTION ${ ADDRESS ADDRESS RLD(�, PERMIT 2 7 ilL „it.0 ,X)E1 NO. 2 6 PHONE PHONE COLOR.. N O. 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D) (yeke.,4t 54 VAL i..7.-.0?-:‘, U.Y , _ - . ___ „ ..._ .. . lit)V 0 1 7005 2- 14.)7 01 lik,,..-- - - , ,,,,z, D) A....* 5 5 (11T i:„,-.-:,,,,,,,-,.3..44 , - :.,, :, „,.,....1,,.r., ,, ,,,...,. 2 W5 2-'0460 dr„, -, \,:,,,,,,K 6:;... -77 ti A Di NI (2. RE Q i D) A:4 5 ca 2764 co z ,, irkii,-ORTANT** _ Production And/Or Delivery May be Delayed r , / 2-vei 3 Unless Drawkvs are Returned- ) I \\,...,0;74(-7-!rift Approved by: 5...-7/41, OA . Do (22E0 I pi A*737 # , tiff 2'362 -- — ...,....__ ....„ —-- (1. '74.4------,—.7:—,,k , NOV 18 2005 i A? /2 ,f/tv . _. .. _•„„ ,_\ , , . \ MMIMMMMIMMIIIIMMIMIIINIIINMIMIIIIIIIIIIIIIIIIIIIIIIh, Air GENERAL SPECIFICATIONS 111111111111111111111 MIIIIINIIIIIIIIIIIIIII k, • DESCRIPTION FDE0Du i II.ou Du1/44 - I 1.11 , ' 11111111. II=aIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII all all . C(..)IN T R JOB SITE CEMENT TYPE REBAR SPECS. IIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII A DDREss ADDRESS STRENGTH AT 28 DAYS REBAR FINISH MIIIIIIIIIIIMMIII oLymplAN pREcAsT iNc . i PROJECT DI j m . Lt... an-F,) Fic Li,-7,1„, P H 0 N F. PHONE STRENGTH AT RELEASE MESH SPECS. irm,Pw vlomee . i ARCHT, ' ELECT. CONTR. ADMIXES MESH FINISH 1111111• 1 IIIINSE LOCATION MOM. %11 RO. BOX 539 19150 UNION HILL RD PHONE: (425) 868-1922 ADDRESS ADDRESS WATERPROOF MISC. IRON SPECS IIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIai.allMallMill1111111111111111 41 ohs itio, . • TIGPRID) OR , .. . .., 1.1, 411■11.1.111.1111, P li i.)N F ' PHONE I REDMOND WA. REDMOND, A. • FAX (425) 868-1400 M IRON FINISH t CHKD BY SHEET , l avivamaavivamesope. M. , I . 0 I ; :VM allai • 0 * 1.0 a=111111.111 111111111111111111111111111111111.11111111111111 V 9E3073-0539 98053 DRWN BY r\r- ,... .-11-1\f" I. N C, R Itot ECH, CO N T R. PRESTRESS ST R A N D OF ..........., 7 ........., DATE COPIES FOR REV. DATE DESCRIPTION , — oto ADDRESS ADDRESS B.I. D(*;. PERMT to ...) ,,,,,..............w JOB NO. pH )N f. ' PHONE C 0 I 0 R N 0, PRINTS REVISIONS vit I 44'110 27 2.9 i , ,..,r ,,,.., ,,,,„,„4,..,- , •.- ','; '' ••''-.-.. , . i