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Specifications 5112005-00004 CLEAN WATER SERVICES 16580 SW 85T" AVE July 18, 2005 CITY OF TIGARD1 OREGON Clean Water Services-Durham TPS Randy Naef 16060 SW 85th Ave Tigard, OR 97224 RE: CLEAN WATER SERVICES-DURHAM TPS Proiect Information Site Permit: SIT2005-00004 Construction Type: II-B Tenant Name: Clean Water Services-Durham TPS Occupancy Type: F 2 Address: 16580 SW 85th Ave Occupant Load: Equipment Service Area: 22,082 Sq Ft Stories: 2+basement The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition; and the Tualatin Valley Fire&Rescue Fire&Life Safety Requirements for Fire Department Access and Water Supplies(Based on the 2003 International Fire Code as amended by TVF&R). The submitted plans are approved subject to the following. EROSION 1. Erosion control measures shall be in place prior to excavation or grading. FIRE 2. The private fire service main shall be at least 30 inches below grade. 3. The private fire service main shall be flushed thoroughly before connection to the system riser in order to remove foreign materials that might have entered the main during the course the installation. The flow rate shall not be less than the water demand rate of the system. 4. All piping shall be inspected prior to backfill. FIRE DEPARTMENT ACCESS 5. The driveway is considered a fire department access roadway. The driveway, to the point of the"Hammer Head"turnaround, shall be capable of supporting a 12,500 pound wheel point load and a gross vehicle weight of 50,000 pounds. 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(503)684-2772 6. Per a conversation with Eric McMullen, Deputy Fire marshal has allowed modification to the fire apparatus accesses road length and apparatus turn around design of the road,this was do to the building and use being non-combustible. Therefore,the fire code official has approved the modification. Any question on this needs to be directed to Eric McMullen at 503-612-7010. 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; • Retaining Walls 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 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. 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. Respectfu y, Val Henzel, Senior Plans Examiner Site Work Permit Application Drawing List DWG NO. DRAWING TITLE GENERAL 000-G-001 COVER SHEET 000-G-002 LIST DRAWINGS-1 000-G-002A LIST DRAWINGS-2 000-G-003 PROJECT LOCATION, VICINITY, AND SITE MAPS 000-G-004 SITE PLAN, CONTRACTOR'S SITE ACCESS AND STAGING AREA 000-G-005 PLANT INTERCEPTOR SEWER SCHEMATIC 000-G-006A LIQUID PROCESS SCHEMATIC- 1 000-G-006B LIQUID PROCESS SCHEMATIC-2 000-G-007 DESIGN CRITERIA FLOWS AND LOADINGS 000-G-008 DESIGN CRITERIA LIQUID PROCESS 000-G-009 DESIGN CRITERIA SOLIDS PROCESS 000-G-012 STANDARD ABBREVIATIONS 000-G-013 PIPING SCHEDULE 000-G-014 HYDRAULIC PROFILE-1 EXISTING AND NEW 000-G-015 HYDRAULIC PROFILE-2 FUTURE 000-G-016 HYDRAULIC PROFILE -PHASE E INFORMATION CIVIL 000-GC-001 GENERAL CIVIL NOTES AND SYMBOLS 000-GC-002 GENERAL CIVIL DETAILS-1 000-GC-003 GENERAL CIVIL DETAILS-2 000-GC-004 GENERAL CIVIL DETAILS-3 000-GC-005 GENERAL CIVIL DETAILS-4 000-GC-006 GENERAL CIVIL DETAILS-5 000-GC-007 GENERAL CIVIL DETAILS-6 000-GC-008 GENERAL CIVIL DETAILS-7 000-GC-009 GENERAL CIVIL DETAILS-8 000-C-001 PLAN KEY MAP 000-C-005 DEMOLITION SITE PLAN AND TREE PROTECTION PLAN:1 000-C-006 DEMOLITION SITE PLAN AND TREE PROTECTION PLAN-2 000-C-007 DEMOLITION SITE PLAN AND TREE PROTECTION PLAN-3 000-C-020 HORIZONTAL CONTROL AND PAVING PLAN-1 000-C-021 HORIZONTAL CONTROL AND PAVING PLAN-2 000-C-022 HORIZONTAL CONTROL AND PAVING PLAN-3 000-C-023 HORIZONTAL CONTROL AND PAVING PLAN-4 000-C-024 HORIZONTAL CONTROL AND PAVING PLAN-5 000-C-025 HORIZONTAL CONTROL AND PAVING PLAN-6 000-C-026 HORIZONTAL CONTROL AND PAVING PLAN-7 000-0-027 HORIZONTAL CONTROL AND PAVING PLAN-8 HORIZONTAL CONTROL AND PAVING PLAN CURVE TABLES, COORDINATE 000-C-028 TABLES 000-C-030 GRADING, DRAINAGE, AND EROSION CONTROL PLAN-1 000-C-031 GRADING, DRAINAGE, AND EROSION CONTROL PLAN-2 000-C-032 GRADING, DRAINAGE, AND EROSION CONTROL PLAN-3 000-C-033 GRADING, DRAINAGE, AND EROSION CONTROL PLAN-4 000-C-034 GRADING, DRAINAGE, AND EROSION CONTROL PLAN-5 000-C-035 GRADING, DRAINAGE, AND EROSION CONTROL PLAN-6 000-C-036 GRADING, DRAINAGE, AND EROSION CONTROL PLAN-7 000-C-037 GRADING, DRAINAGE, AND EROSION CONTROL PLAN-8 000-C-040 SITE PIPING PLAN-1 000-C-041 SITE PIPING PLAN-2 000-C-042 SITE PIPING PLAN-3 000-C-043 SITE PIPING PLAN-4 000-C-044 SITE PIPING PLAN-5 000-C-045 SITE PIPING PLAN-6 000-C-046 SITE PIPING PLAN-7 000-C-047 SITE PIPING PLAN-8 000-C-050A EXCAVATION PLAN - 1 000-C-050B EXCAVATION PLAN -2 000-C-051 EXCAVATION SECTION-1 000-C-052 EXCAVATION SECTION-2 000-C-053 EXCAVATION SECTIONS-3 000-C-060 ACCESS ROAD TO IPS FROM 85TH AVE PROFILE-"Al LINE" ACCESS ROAD TO IPS FROM 85TH AVE & DIGESTER COMPLEX 2 PROFILE -"A2" 000-C-061 LINE &"A3" LINE 000-C-063 CIVIL SECTION DETAILS-1 000-C-064 CIVIL SECTION DETAILS-2 000-C-065 CIVIL SECTION DETAILS-3 000-0-066 RETAINING WALL DETAILS 000-C-069 TEMPORARY EROSION CONTROL PLAN CONTRACTOR'S WORK AREA 000-C-070 TEMPORARY EROSION CONTROL PLAN 1 000-C-071 TEMPORARY EROSION CONTROL PLAN 2 000-C-072 TEMPORARY EROSION CONTROL PLAN 3 000-C-073 TEMPORARY EROSION CONTROL PLAN 4 000-C-074 TEMPORARY EROSION CONTROL PLAN 5 000-C-075 TEMPORARY EROSION CONTROL PLAN 6 000-C-076 TEMPORARY EROSION CONTROL PLAN 7 000-0-077 TEMPORARY EROSION CONTROL PLAN 8 000-C-078 TEMPORARY EROSION CONTROL NOTES AND DETAILS 1 000-C-079 TEMPORARY EROSION CONTROL NOTES AND DETAILS 2 000-C-101 SITE PIPING UTILITY PROFILE 12"SS 000-C-105 SITE PIPING PLAN AND PROFILE 8" DG PIPELINE-1 000-C-106 SITE PIPING PLAN AND PROFILE 8" DG PIPELINE-2 000-C-111 SITE PIPING PLAN AND PROFILE 48" HWE PIPELINES TO PC1 AND PC3 000-C-112 SITE PIPING PLAN AND PROFILE 48" HWE TO PC2 PIPELINE 000-C-114 SITE PIPING PLAN AND PROFILE 48" HWE TO PC4 PIPELINE 000-C-120 SITE PIPING PLAN AND PROFILE 54" FORCE MAIN PIPELINE-1 000-C-121 SITE PIPING PLAN AND PROFILE 54" FORCE MAIN PIPELINE-2 S 000-C-122 SITE PIPING PLAN AND PROFILE 42" FORCE MAIN PIPELINE-1 000-C-123 SITE PIPING-PLAN AND PROFILE-42" FORCE MAIN PIPELINE-2 000-C-130 SITE PIPING-PLAN AND PROFILE-84" CONVEYANCE PIPELINE 000-C-132 SITE PIPING PLAN AND PROFILE 72"AND 60" RS PIPELINE 000-C-133 SITE PIPING CONTROL POINT TABLES GEOTECHNICAL 000-GEO-001 EXPLORATION LOCATIONS PLAN-1 000-GEO-002 EXPLORATION LOCATIONS PLAN-2 000-GEO-003 EXPLORATION LOCATIONS PLAN-3 000-GEO-004 OBSERVATION WELL LOCATIONS AND SETTLEMENT POINTS PLAN 1 000-GEO-005 OBSERVATION WELL LOCATIONS AND SETTLEMENT POINTS PLAN 2 000-GEO-006 OBSERVATION WELL LOCATIONS AND SETTLEMENT POINTS PLAN 3 LANDSCAPING 000-GL-001 LANDSCAPING AND IRRIGATION NOTES 000-GL-002 LANDSCAPE DETAILS 000-GL-003 IRRIGATION DETAILS 000-L-010 SITE LANDSCAPING PLAN 1 000-L-011 SITE LANDSCAPING PLAN 2 000-L-012 SITE LANDSCAPING PLAN 3 000-L-013 SITE LANDSCAPING PLAN 4 000-L-014 SITE LANDSCAPING PLAN 5 000-L-015 SITE LANDSCAPING PLAN 6 000-L-016 SITE LANDSCAPING PLAN 7 000-L-017 SITE LANDSCAPING PLAN 8 SECTION 02834—SEGMENTAL RETAINING WALLS PART 1 —GENERAL 1.1 THE REQUIREMENT A. The CONTRACTOR shall design, furnish and construct mechanically stabilized earth segmental retaining.wall system having 'high molecular weight, high tenacity polyester geogrids positively connected to Segmental Concrete Blocks. Work shall be done in accordance with these specifications and in reasonably close conformity with the lines, grades, design and dimensions shown on the plans. B. Work includes preparing foundation soil, furnishing and installing leveling pad, unit drainage fill and backfill to the lines and grades shown on the construction drawings. C. Work includes furnishing and installing geogrid soil reinforcement of the type, size, location, and lengths designated on the construction drawings. 1.2 REFERENCE DOCUMENTS } A. American Society for Testing and Materials(ASTM) -`` 1. C-1372 Standard Specification for Segmental Retaining Wall Units ,t. 2. C-140-91 Method of Sampling and Testing Concrete Masonry Units 3. C-150-94 _ Specification for Portland Cement 4. C-33-93 Specification for Concrete Aggregates 5. C-595/C595M Specification for Blended Hydraulic Cement 6. C-90-93 Specification for Load-bearing Concrete Masonry Units 7. D-123 Standard Terminology Relating to Textiles 8. D-422 Gradation of Soils 9. D-424 - Atterburg Limit of Soils 10. D-698 Test method for Laboratory Compaction Characteristics of Soil Using Standard Effort 11. D-5262 Test Method for Evaluating the Unconfined Tension Creep Behavior of Geosynthetics 12. D-4355 Test Method for Deterioration of Geotextiles from Exposures to Ultraviolet Light and Moisture 1 1 13. D-4439 Standard Terminology for Geosynthetics Pt `x 14. D-4595 Test Method for Tensile Properties of Geotextiles by the Wide Strip Method 15. D-3034 Polyvinyl Chloride Pipe (PVC) MWH-02182005 SEGMENTAL RETAINING WALLS 1530575-DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 02834-1 16. D-1248 Corrugated Plastic Pipe B. Geosynthetic Research Institute (GRI) 1. GG-1 Standard Test Method for Geogrid Rib Tensile Strength 2. GG-4 Standard Practice for Determination of Long Term Design Strength of Geosynthetic Reinforcements 3. GG-5 Standard Test Method for Determination of Geogrid Pullout C. National Concrete Masonry Association (NCMA) 1. NCMA Design Manual for Segmental Retaining Walls, Second Edition 2. NCMASRWU-1 - Determination of Connection Strength between Geosynthetics and Segmental Concrete Units 3. NCMASRWU-2- Determination of Connection Strength between Segmental Concrete Units 1.3 SUBMITTALS/CERTIFICATION A. CONTRACTOR shall submit a Manufacturer's certification, prior to start of work,that the retaining wall system components meet the requirements of this specification and the structure design. B. CONTRACTOR shall submit shop drawings and design calculations for the retaining wall - system prepared and stamped by a Professional Engineer registered in the State of Oregon. The engineering designs, techniques, and material evaluations shall be in accordance with the Manufacturer's Design Manual and NCMA Design Guidelines For Segmental Retaining Walls. 1. Shop Drawings—Shop Drawings shall include, but not be limited to: a. General notes providing necessary information on design and construction of the retaining wall b. Materials and quantity summary list showing all items of each wall, including incidental items. c. Plan View showing the construction centerline and related horizontal curve data, the offset from the construction centerline to the face of the wall at all changes in horizontal alignment, and the centerline of any utility or drainage structure or pipe that is behind or passes under or through the wall. The Plan View shall also indicate the soil reinforcement limits. d. Elevation View showing the elevation at the top of the wall at all horizontal and vertical break points. The Elevation View shall indicate the type and size of facing components; the length, size, and number of soil reinforcements; and the distance along the face of the wall to where changes in the length of the soil i, reinforcement occur. e. Typical Sections showing wall construction, limits of backfill, and soil reinforcement limits. MWH-02182005 SEGMENTAL RETAINING WALLS 1530575-DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 02834-2 f. Structural and Geometric Details including, but not limited to, loading conditions, footing and/or leveling pad details, final front face batter. Show all - dimensions and details necessary to construct the soil reinforcements. g. Show all details for appurtenances not detailed in the plans, including connections to concrete barriers, coping, parapets, soundwalis; fences;-and attached lighting. Show all details for construction around utility and drainage facilities or other structures. For facing components, show all dimensions, including thickness; all details necessary to construct the facing components; all reinforcing steel in the component; and the location of tensile soil reinforcement attachment devices embedded in the facing. Show the type of concrete finish. 2. Design Calculations—Design calculations shall include, but not be limited to: a. General: Include wall geometry, soil parameters, and both permanent and temporary design loads, including applied loads from vehicular traffic, guardrail, pavement, and concrete barrier. b. External Stability Calculations: Indicate factors of safety against sliding and overturning. c. Foundation Bearing Pressure Calculations: Indicate the factor of safety against foundation bearing failure and calculate anticipated settlement. 3 d. Internal Stability: Indicate reduction factors and factors of safety against soil reinforcement rupture, pullout, and facing connection strength. e. Local Stability: Indicate factors of safety against sliding and bulging of segmental retaining wall facing units. C. CONTRACTOR shall submit a test report documenting strength of specific modular concrete unit and geogrid reinforcement connection. The maximum design tensile load of the geogrid shall be equal to the laboratory tested ultimate strength of geogrid /facing unit connection at a maximum normal force limited by the "Hinge Height"of the structure divided by a safety factor of 1.5. The connection strength evaluation shall be performed in accordance with NCMA test method SRWU-1. D. Field Construction Manual—The field construction manual shalt be prepared by the provider of the proprietary retaining wall selected, and shall provide step-by-step directions for constructing the retaining wall. E. LEED Product Data 1. Credit MR 4: Submit invoices and documentation from manufacturer of the percentage of post-consumer and post industrial content by weight for products with recycled content. 2. Credit MR 5.1: Submit invoices and documentation from manufacturer highlighting manufacturing locations for products manufactured within a 500-mile radius of the project site. 3. Credit MR 5.2: Submit invoices and documentation from manufacturer highlighting location of extraction, recovery or harvest for materials contained in products addressed in item 2 above that originated within a 500-mile radius of the project. MWH-02182005 SEGMENTAL RETAINING WALLS 1530575-DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 02834-3 1.4 QUALITY ASSURANCE A. Furnish submittals in accordance with Section 01300 - Contractor Submittals. B. CONTRACTOR shall submit certification, prior to start of work, that the retaining wall system (modular concrete units and specific geogrid): 1. has been successfully utilized on a minimum of 5 similar projects, i.e., height, soil fill types, erection tolerances, etc.; and 2. has been successfully installed on a minimum of 250,000 square feet of retaining walls. C. Construction: CONTRACTOR performing work in this section shall have a minimum of 5 years experience and have constructed at least 25,000 square feet of segmental concrete retaining walls on projects of like scope. When requested, evidence of experience, noting project, owner, and design professional shall be furnished to the OWNER or OWNER's agent. D. Testing: An independent testing lab shall be required to test the select fill material to determine suitability of material for the project and shall conduct compaction tests for each layer of fill material at the rate of at least 1 test per 5 feet of lift. + 6 E. Provide for a field representative from•the selected retaining wall manufacturer to be present at the start of retaining wall construction for a minimum of 1 day and during construction of the 19 foot high east retaining wall for a minimum of 2 days.. 1.5 DELIVERY, STORAGE AND HANDLING A. CONTRACTOR shall check all materials upon delivery to assure that the proper type, grade, color, and certification has been received. B. CONTRACTOR shall protect all materials from damage due to jobsite conditions and in accordance with manufacturer's recommendations. Damaged materials shall not be incorporated into the work. PART 2--PRODUCTS — 2.1 DEFINITIONS A. Geosynthetic terms not defined in this section may be found in ASTM D123 or ASTM D4439. B. Segmental Concrete Block: A concrete retaining wall element machine made from portland cement,water, and aggregates. C. Geogrid: A structural element formed by a regular network of integrally connected tensile elements with apertures of sufficient size to allow interlocking with surrounding soil, rock, or earth and function primarily as reinforcement. D. Class B MSE Granular Backfill: Backfill material with a specific gradation that is intended - for use in conjunction with extensible tensile reinforcements. MWH-02182005 SEGMENTAL RETAINING WALLS 1530575--DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 02834-4 E. Class C MSE Granular Backfill: Backfill material with a speck gradation that is intended for use in a zone beneath a spread footing. F. Unit Fill: Free-draining, coarse granular crushed rock or crushed gravel which is placed within, between and behind the Segmental Concrete Blocks. G. Reinforced Backfill: Compacted soil, which is placed within the reinforced soil volume as outlined on the plans. - 2.2 SEGMENTAL CONCRETE BLOCK A. Segmental Concrete Block shall conform to the following architectural requirements: 1. General — segmental concrete blocks shall be of the interlocking design, with one homogeneous concrete pour having one long and one short face without blemishes or chips. Blocks shall have 3" chamfered edges designed to provide 8 square inches of drainage area per block. 2. Face color- concrete gray - standard manufacturers' color may be specified by the ENGINEER. 3. Face finish - sculptured rock face. Other face finishes will not be allowed without written approval of ENGINEER. 4. Interlocking — each segmental concrete block shall be designed with two cross keyways equidistant from the ends and sides to provide maximum shear capacity. The blocks shall have a male/female key combination that allows the blocks to be locked parallel or perpendicular to each other. Keyways shall have +1/2" tolerance for easy installation. 5. Exposed surfaces of units shall be free of chips, cracks or other imperfections when viewed from a distance of 10 feet under diffused lighting. B. Segmental Concrete Block materials shall conform to the requirements of ASTM C1372 - Standard Specifications for Segmental Retaining Wall Units. C. Modular concrete units shall conform to the following structural and geometric requirements measured in accordance with appropriate references: 1. Compressive strength =2500 psi minimum. 2. Absorption = 8 % maximum (6% in northern states)for standard weight aggregates. 3. Dimensional tolerances = ± 1/8" from nominal unit dimensions not including rough split face, ±1/16" unit height -top and bottom planes. 4. Unit size—29.5" (H)x 59" (W) x 29.5" (D) minimum. 5. Unit weight-4000-lbs./unit minimum for standard weight aggregates. 6. Inter-unit shear strength - 1500 Of minimum at 2 psi normal pressure. 7. Materials — segmental concrete block shall be manufactured with returned/surplus concrete (post consumer waste); air entrainment is not required. MWH-02182005 SEGMENTAL RETAINING WALLS 1530575-DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 02834-5 8. Geogrid/unit peak connection strength- 1000 plf minimum at 2 psi normal force. 9. Each segmental concrete block shall be furnished with a 7 strand steel (270 Kpa) loop lifting eye located in the center of the standard block between the two crossed keyways. Steel rebar is unacceptable as a lifting eye. D. Segmental Retaining Wall Block shall be Lock-Block M.S.E. Wall Systems by Ultrablock , Inc., or equal. • 2.3_ CONNECTORS A. Shear connectors shall be capable of holding the geogrid in the proper design position during grid pre-tensioning and backfilling. B. Shear connectors to geogrid connection strength: 1000 plf 2.4 BASE LEVELING PAD MATERIAL A. Construct a leveling pad at each foundation level as shown. Material shall consist of a compacted crushed stone base or non-reinforced concrete as shown on the Drawings. 2.5 UNIT FILL A. Unit fill shall consist of clean 1" minus crushed stone or crushed gravel meeting the following gradation tested in accordance with ASTM D-422: - ` Sieve Size Percent Passing 1 inch 100 3/4 inch 75-100 No. 4 0- 10 No__50 0-5 B. One cubic foot, minimum, of drainage fill shall be used for each square foot of wall face. Drainage fill shall be placed within cores of, between, and behind units to meet this requirement. 2.6 REINFORCED BACKFILL A. Reinforced backfill shall be free of debris and meet the following gradation tested in accordance with ASTM D-422: Sieve Size Percent Passing 2 inch 100-75 3/4 inch 100-75 No. 40 0-60 No. 200 0-35 ..Plasticity Index(P1) <15 and Liquid Limit <40 per ASTM D-4318. B. The maximum aggregate size shall be limited to 3/4 inch unless field tests have been ^'4 performed to evaluate potential strength reductions to the geogrid design due to damage during construction. MWH-02182005 SEGMENTAL RETAINING WALLS 1530575-DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 02834-6 C. Material can be site-excavated soils where the above requirements and the requirements of Section 02200 Earthwork Type 6 (Select Native Material) can be met. 1 Unsuitable soils for backfill (medium to high plastic clays, silts, or organic soils) shall not be used in the backfill or in the reinforced soil mass. D. CONTRACTOR- shall-submit-Yeinforced fill sample and laboratory test results to the ENGINEER for approval prior to the use of any proposed reinforced fill material. E. Where backfilling of retaining walls interferes with backfilling of IPS, materials for IPS backfill shall govern as shown on the Drawings and in Section 02200 Earthwork. 2.7 GEOGRID SOIL REINFORCEMENT A. Refer to Section 02274—Geotextiles B. Geosynthetic reinforcement shall consist of geogrids manufactured specifically for soil 'reinforcement applications and shall be manufactured from high tenacity polyester yam . Polyester geogrid shall be knitted from high tenacity-polyester filament yam with a molecular weight exceeding 25,000 Meg/m and a carboxyl end group values less than 30. Polyester geogrid shall be coated with an impregnated PVC coating that resists peeling, cracking, and stripping. C. LTDS, Long Term Allowable Tensile Design Load, of the geogrid material shall be determined as follows: LTDS =Tult I(RFcr*RFd*RFid*FS) LIDS shall be evaluated based on a 75-year design life. 1. Tult, Short Term Ultimate Tensile Strength. Tult is based on the minimum average roll values(MARV) 2. RFcr, Reduction Factor for Long Term Tension Creep. RFcr shall be determined from 10,000-hour creep testing performed in accordance with ASTM D5262. Reduction value = 1.60 minimum. 3. RFd, Reduction Factor for Durability. RFd shall be determined from polymer specific durability testing covering the range of expected soil environments. RFd = 1.10 minimum. 4. RFid, Reduction Factor for Installation Damage. RFid shall be determined from product specific construction damage testing performed in accordance with GRI- GG4. Test results shall be provided for each product to be used with project specific or more severe soil type. RFid = 1.10 minimum. 5. FS, Overall Design Factor of Safety. FS shall be 1.5 unless otherwise noted for the maximum allowable working stress calculation. D. Minimum LTDS for segmental retaining wall construction: 5000 lbs.Ift. E. The maximum design tensile load of the geogrid shall not exceed the laboratory tested ultimate strength of the geogrid/facing unit connection as limited by the "Hinge Height" divided by a factor of safety of 1.5. The connection strength testing and computation procedures shall be in accordance with NCMA SRWU-1 Test Method for Determining Connection Strength of SRW. MWH-02182005 SEGMENTAL RETAINING WALLS 1530575—DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 02834-7 F. Soil Interaction Coefficient, Ci. Ci values shall be determined per GRI:GG5 at a maximum 0.75-inch displacement. G. Manufacturing Quality Control . - - -- 1. The geogrid manufacturer shall have a manufacturing quality control program that .-. includes QC testing by an independent laboratory. a. The QC testing shall include: 1) Tensile Strength Testing 2) Molecular Weight(Polyester) 2.8 DRAINAGE PIPE A. The drainage pipe shall be perforated or slotted PVC pipe manufactured in accordance with ASTM D-3034 or corrugated HDPE pipe manufactured in accordance with ASTM D- 1248. PART 3 --EXECUTION 3.1 Excavation and compaction per Section 02200. 3.2 BASE LEVELING PAD A. Leveling pad material shall be placed to the lines and grades shown on the Drawings, to a minimum thickness of 6 inches and extend laterally a minimum of 6 inches in front and behind the modular wall unit. B. Leveling pad materials shall be compacted to a minimum of 95% Standard Proctor density per ASTM D-698 C. Leveling pad shall be prepared to insure full contact to the base surface of the concrete units. 3.3 SEGMENTAL CONCRETE BLOCK INSTALLATION A. First course of units shall be placed on the leveling pad at the appropriate line and grade. Alignment and level shall be checked in all directions and insure that all units are in full contact with the base and properly seated. B. Place the front of units side-by-side. Do not leave gaps between adjacent units. Layout of corners and curves shall be in accordance with manufacturer's recommendations. C. Install shear/connecting devices per manufacturer's recommendations. - D. Place and compact drainage fill within and behind wall units. Place and compact backfill soil behind drainage fill. Follow wall erection and drainage fill closely with structure backfill. Remove excess backfill from the top of the blocks prior to installing the next course of blocks. E. Maximum stacked vertical height of wall units, prior to unit drainage fill and backfill placement and compaction, shall not exceed two courses. MWH-02182005 SEGMENTAL RETAINING WALLS 1530575-DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 02834-8 3.4 GEOGRID INSTALLATION A. Geogrid shall be oriented with the highest strength axis perpendicular to the wall alignment. . -. - B. Geogrid reinforcement shall be-placed'at--the strengths, lengths, and elevations shown • • - on the construction design drawings or as directed by the ENGINEER. C. The geogrid shall be laid horizontally on compacted backfill and attached to the modular wall units. Place the next course of modular concrete units over the geogrid. The geogrid shall be pulled taut and anchored prior to backfill placement on the geogrid. D. Geogrid reinforcements shall be continuous throughout their embedment lengths and placed side-by-side to provide 100% coverage at each level. Spliced connections are not permitted. 3.5 REINFORCED BACKFILL PLACEMENT A. Reinforced backfill shall be placed, spread, and compacted in such a manner that minimizes the development of slack in the geogrid and installation damage. { B. Reinforced backfill shall be placed and compacted In lifts not to exceed 6 inches where hand compaction is used or 8 to 10 inches where heavy compaction equipment is used. Lift thickness shall be decreased to achieve the required density as required. C. Reinforced backfill shall be compacted to 95% of the maximum density as determined by ASTM D698. The moisture content of the backfill material prior to and during compaction shall be uniformly distributed throughout each layer and shall be dry of optimum, + 0%, -3%. D. Only lightweight hand-operated equipment shall be allowed within 3 feet from the tail of the modular concrete unit. E. Tracked construction equipment shall not be operated directly upon the geogrid reinforcement. A minimum fill thickness of 6 inches is required prior to operation of tracked vehicles over the geogrid. Tracked vehicle turning should be kept to a minimum to prevent tracks from displacing the fill and damaging the geogrid. F. Rubber tired equipment may pass over geogrid reinforcement at slow speeds, less than 10 MPH. Sudden braking and sharp turning shall be avoided. G. At the end of each day's operation, the CONTRACTOR shall slope the last lift of reinforced backfill away from the wall units to direct runoff away from wall face. The CONTRACTOR shall not allow surface runoff from adjacent areas to enter the wall construction site. 3.6 CAP INSTALLATION A. Cap units shall be glued to underlying units with an all-weather adhesive recommended by the manufacturer. 3.7 AS-BUILT CONSTRUCTION TOLERANCES A. Vertical alignment: ± 1.5" over any 10' distance. MWH -02182005 SEGMENTAL RETAINING WALLS 1530575--DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 02834-9 B. Wall Batter: within 2 degrees of design batter. C. Horizontal alignment: ± 1.5" over any 10' distance. Corners, bends, curves ± 1 ft to theoretical location. - 's D. Maximum-horizontal gap between erected units shall be 1/2 inch..-.- 3.8 FIELD QUALITY CONTROL A. Quality Assurance: The OWNER will engage inspection and testing services, including independent laboratories, to provide quality assurance and testing services during construction. This does not relieve the CONTRACTOR from securing the necessary construction quality control testing. B. Quality assurance will include foundation soil inspection. Verification of geotechnical design parameters, and verification that the CONTRACTOR's quality control testing is adequate as a minimum. Quality.assurance will also include observation of construction for general compliance with design drawings and project specifications. C. Quality Control: The CONTRACTOR shall engage inspection and testing services to perform the minimum quality control testing described in the retaining wall design plans and specifications. Only qualified and experienced technicians and engineers shall perform testing and inspection services. D. Quality control testing shall include soil and backfill testing to verify soil types and compaction and verification that the retaining wall is being constructed in accordance with the design plans and project specifications. - END OF SECTION- MWH -02182005 SEGMENTAL RETAINING WALLS • 1530575-DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 02834-10 ---- ' 144, 5010ERIKLEINFELDER fropio).re owned \\, Prepared for MWH 111 SW 5th Ave, Suite 1770 Portland, Oregon , , , , „ , , , , , , , ,,.) ((CC , , , , , GEOTECHNICAL REPORT TO SUPPORT SITE PE(0 ,T DURHAM FACILITY PHASE 4 EXPANSION : , , , r c (' ( c ( C r ( c C ( c ( t r• ( ( C( ( C ( CC C cc r t C ( ( ( c c c ( e ( t c c c c, c < ( C , ■ r C ( ( c December, 2004 ( , c■ , , , , c, , „: , , , cc. -----7-7I-T7,-,-- y.,,,. ----,:: ,,, .,, , . .....,.., 1 i /-: , . ,. c,...,,, .. .. .:- .. ' , \ f, I N , ,-, •ctl it :, Jacks ., . , ... . / \F --:.,,,- ' -- - ..„, ,,,:e..-/ ,-..., ,L ,, , ,....),,, Sett), (icotechnicaF. gmeer il- i__R E 5-415010- 1 _____ _____-... : I ' . , i . 20/1 PiZ,,,OH i',SQUIF 048 94 829( i,,t H t i Ill i'mt,..I'H i It)R41-(165 IC CC v8.394.529 t k Ci,) (IC,H 1 200,1 ,o:It R.ki)INF!I 1,H R. IT( Aft 1111....7,-7 go Knorlik _ _ ...,.. ......,..I AL AL _416.__;_"_•_.- ..n...— .7— ==—_:--- ...,■.1/1 I.E___,---..._:_z,in i s....—LIS.—__L.-..-........._ SQUIER,KLEINFELDER f mpio es owners TABLE OF CONTENTS Section: Page No. 1.0 BACKGROUND 1 1.1. Facility Layout and Configurations 1 1.2. Limitations 1 2.0 PURPOSE AND SCOPE 1 3.0 SITE GEOLOGY AND SEISMIC SETTING 2 3.1. Site Geology 2 3.2. Seismic Setting 2 4.0 DISCUSSION OF SUBSURFACE CONDITIONS 3 4.1. Subsurface Soil Conditions 3 4.2. Ground Water 4 5.0 SEISMIC HAZARDS EVALUATION :.:.<,.. ; , , ( , 5.1. Strong Ground Shaking 5 5.2. Soil Liquefaction I 5.3. Liquefaction-Induced Settlement 5 5.4. Lateral Spreading , ' ` 6 , < if ( 6.0 GEOTECHNICAL DESIGN CONSIDERATIONS 6.1. General 6 of ( ( ( f 6.2. Mat Foundations Y ` (6 6.3. Analytical Soil Model for Pump Station 6.4. Influent Pump Station Lateral Earth Pressures 7 6.5. Influent Splitter Box Lateral Earth Pressures 8 6.6. Influent Manhole 1 Lateral Earth Pressures 9 6.7. Seismic Lateral Sliding Resistance 9 6.8. Seismic Design Soil Profile and Response Spectra 9 7.0 REFERENCES 10 TABLES: 1 2003 IBC Seismic Design Parameters 10 2 1997 UBC Seismic Design Parameters 10 FIGURES: Drawings GEO PRMT-1 through GEO PRMT-15 APPENDIX: A Cross-Section Graphic Log Definitions and Ground Water Levels `\ L:\2004\PROJECTs\SQUIER\98394.829\GE0TECH REPORT\FINAL\POR4R465.DOC PAGE I DECEMBER,2004 COPYRIGHT 2004 SQUIER I KLEINFELDER 4SSQWERKLENFELDER Employee•nsa ued 1.0 BACKGROUND The Durham AWWTP Phase 4 Expansion is located at the southern end of the existing plant, shown on Drawing GEO PRMT-1. The proposed Phase 4 Expansion improvements discussed in this report consist of the deep influent facilities that includes Manhole 1, 84-inch diameter pipeline from Manhole 1 to the Splitter Box, the 60-inch diameter Upper Tualatin connector pipeline from the existing Upper Tualatin pipeline to the Splitter Box, the connection pipelines and box culverts from the Splitter Box to the pump station, and the Pump Station. Also included in the project are two force mains from the pump station to the headworks, and a pipeline undercrossing from the headworks under 85th Street; however, these facilities are shallow and are in subsurface materials that are not significantly affected by seismic loading, and therefore are not discussed in this report. The project facilities are shown on the Site Plans, Drawings GEO , PRMT-2 through GEO PRMT-4. ( ` ` ` t l ( ( 1 . l C l f l ( f C 1.1. FACILITY LAYOUT AND CONFIGURATIONS For this report, the current facility layout and configurations are shown 'El; f elation ;tb' `itt6 ( ( l 1 1 f l ( 1 subsurface conditions. 1 ( ( 1.2. LIMITATIONS 1 1 1 ( ( ( This report has been prepared for the exclusive use of MWH for specific`atppli -ation,td `chi < 1 Durham AWWTP Phase 4 Expansion project. This work was performed in accordance with generally accepted professional practices for the nature of work accomplished, no other warranty, express or implied, is made. The subsurface conditions discussed represent our interpretations of the conditions assessed from explorations at the specific locations. The subsurface soil and water levels may vary between exploration and observation well locations. 2.0 PURPOSE AND SCOPE The Geotechnical Report presents our assessment of the subsurface and seismic conditions as they relate to the design considerations of the key facilities. The intent of this report is for specific use by MWH to support the site permit, and is not intended for final design or any part of future construction contract documents. Separate documents were prepared consisting of a • Geotechnical Data Report (GDR) and Geotechnical Baseline Report (GBR). The GDR contains all the data and testing gathered on the project, and it is intended to be a reference to the construction contract documents. The GBR provides engineering baseline conditions that are to be a part of construction contract documents and used as a basis for bidding. L:\2004■PROJECTS\SQUIER\98394.829\GE0TECH REPORT\FINAL\P©R4R465.DOC PAGE 1 OF 11 DECEMBER,2004 COPYRIGHT 2004 SQUIER I KLEINFELDER 4SSQ(HERIKLENFELDER F(nRi,vee owned ( 3.0 SITE GEOLOGY AND SEISMIC SETTING 3.1. SITE GEOLOGY The Durham AWWTP project site is located in the southeast portion of the Tualatin Valley which, in turn, is located in the northwestern section of the Willamette Valley, a north-south oriented drainage basin that lies between the Coast Range to the west and the Cascade Range to the east. The sediments of the Tualatin Valley, Valley Fill, are dominated by thick sequences of alluvial soils which have been deposited from flood events of the Tualatin River and its tributaries, as shown on the Geologic Map, Drawing GEO PRMT-5. The site, however, is located on the margin of the basin where the sediments are thinner. At the south part of the project site, the Valley Fill is covered by a thin layer (30 to 50 feet) of Flood Deposit, Younger Alluvium. ( ( ( ( I I ( 3.2. SEISMIC SETTING t ( „ ( l ( I I ( ( ( f The Durham AWWTP is located in the seismic zone known as the Cascadia `aiibduction Zone (CSZ), which extends from northern California to British Columbia. In the CSZ, just huff the coast of Oregon and Washington, the Juan De Fuca Plate is being forced under the Nerth American Plate. Three types of earthquakes are known to occur within the CSL,. {shallow crustal, deeper intraplate, and interface. The magnitudes typically predicted by s ien,f4ts for(t?le4; categories of earthquakes are: • Shallow Crustal (North American Plate) M4 to M7 • Deep Intraplate (beneath the North American Plate) M6 to M7.5 • Interface Subduction (shallow off-shore) M8 to M9 Several earthquakes between an estimated M4 and M5+ have occurred in the Portland Metropolitan Area over the past 150 years, and smaller M4 earthquakes in the Tualatin Valley. The Durham AWWTP is located approximately 10 miles southwest of the Portland Hills Fault and 16 miles north of the Woodburn-Mount Angel Fault. No geologic evidence has been found and existing seismic data is insufficient to classify these faults as "active" or "capable" of generating an earthquake. However, these faults presently are considered potentially active, where recurrence of activity may be on the order of thousands to tens of thousands of years. The closest fault to the site is the Sherwood Fault, approximately one mile south of the site. This fault is an east-northeast trending fault with an estimated length of approximately 17 miles. There are no current exposures of this fault, and it is considered to be non-active. L:\2004\PROJECTS\SQUIER\98394.829\GEOTECH REPORT\FINAL\PUR4R465.DOC PAGE 2 OF 1 1 DECEMBER,2004 COPYRIGHT 2004 SQUIER(KLEINFELDER Empiovee-navned 4.0 DISCUSSION OF SUBSURFACE CONDITIONS 4.1. SUBSURFACE SOIL CONDITIONS The subsurface soils, disclosed by the field explorations described in the Geotechnical Data Report, have been grouped, for discussion purposes, into units from the ground surface downward. The units are shown on the cross sections described below followed by a detailed discussion of the soil units. Cross Sections: Cross Sections A-A', B-B', and C-C' show the generalized subsurface conditions at the project site. Cross Section A-A', which shows the generalized subsurface conditions beneath the proposed Influent Pump Station, is presented on Drawing GEO PRMT-6. On drawings GEO PRMT-7 and GEO PRMT-8, Cross Sections B-B' and C-C', show the generalized subsurface conditions along the proposed 84-inch diameter pipeline and manhole(, and the 60-inch diameter Upper Tualatin connection pipeline, respectively. mfh(v, geoteclinfcal data and symbols used in the above cross sections are presented on Figure A;1: tin(n,Appendx( The cross sections present our interpretation of subsurface conditions underlying'the proposed facilities. These subsurface cross sections are interpretive in nature and the cop1 ;t$ between soil units may be gradational. Further, variations in soil conditions may exist bet�VerNi the lo4ation of the borings. A more detailed discussion of the soil units is presented (in, the followin* ff , f f < f paragraphs. t e ( ( f f f ( 1 Fill: Man-made fill, classified as very loose to medium dense silty sand with clay, trace gravel, was explored by the previous boring BH-2 around the proposed Manhole 1 location. The thickness of the fill is about 20 feet. The bottom of the fill in the boring is about elevation 108 feet. The standard penetration resistances, i.e., N-value blow counts, in the fill ranged between 2 and 19 blows/foot. Flood Deposit (Younger Alluvium): Flood Deposit (Younger Alluvium) was explored by borings BH-2, BH-4, and BH-10 through BH15, and test pits TP-1 through TP-4. The soil unit is classified as soft to stiff silt with clay and variable percentages of sand, and loose to very dense sandy silt, sand, and gravel. The predominant soil type is sandy silt, silty sand, and sand. As shown in the cross sections, this soil unit is deposited under the locations of the south part of influent pump station, 84-inch diameter pipeline, and 60-inch diameter Upper Tualatin connection pipeline based upon the current conceptual design plans. At the bottom of the soil unit, many of the explorations encountered a relatively thin layer of sandy gravel and gravelly sand with occasional cobbles and small boulders (maximum size is 13 inches observed in the test pits). The thickness of the soil unit ranges between about 20 to 40 feet. The standard penetration L:\2004\PROJECTS\SQUIER\98394.829\GEOTECH REPORT\FINAL\POR4R465.DOC PAGE 3 OF 11 DECEMBER,2004 COPYRIGHT 2004 SQUIER KLEINFELDER 44S IE K .F NFFLDF resistances, N-values, range between 3 and 46 blows/foot, with an average value of about 14 blows/foot. Valley Fill (Upper Alluvium): Valley Fill (Upper Alluvium) was disclosed by Borings BH-1, BH-8, BH-9, and BH-16 through BH-18. The unit is classified as medium stiff to stiff silt with variable percentages of clay and sand, and medium dense silty sand and sand with gravel. As shown in Cross Section A-A', the soil unit is underlain at the locations of the north part of the pump station and the proposed force-main pipelines. At the bottom of the soil unit in Boring BH-1, a thin layer of gravel was disclosed. However, this thin layer of gravel was not found in Borings BH-8 and BH-9. The thickness of the soil unit ranges between about 25 to 45 feet. The standard penetration resistances, N-values, range between 14 and 29 blows/foot, with an average value of about 20 blows/foot. Valley Fill (Lower Alluvium): Underlying Flood Deposit (Younger Alluvium) and Valley I<if?1 f ( / 1 (Upper Alluvium) is Valley Fill (Lower Alluvium), which is classified as veri-<sti(ff<<o had Clay and silt with variable thickness of lenses of dense to very dense sandy silt and sil(t) sand. The ( ( elevations of the top of the soil unit range between 110 feet to about 85 feet ` The st itidard penetration resistances, N-values, range between 7 and greater than 100 blows/foot, with `an average value of about 30 blows/foot. ( E , E 1 ( 1 ( E ( ( ( l I t 4.2. GROUND WATER l ( t f f Ground water beneath the site was noted during drilling and subsequently measured in piezometers installed in the borings and geoprobe observation wells. In addition to the piezometers installed in the borings and geoprobe observation wells, an Aquifer Pump Test (APT) and field permeability tests on the borehole piezometers were performed on the site. The detail descriptions and discussions of these tests are presented in the Geotechnical Data Report. The measured ground water elevations with the dates are presented on Table Al in Appendix A. Based on our observations during drilling and from water-level measurements, ground water elevations appear to range between approximately 104 feet to 117.5 feet. It should be noted that water levels in boring BH-12 appear to be inconsistent with other nearby piezometer readings and these readings should be considered an anomaly. The ground water levels at this site generally fluctuates seasonally. The highest ground water level is during the late winter and spring periods (January through April) and lowest during the late summer and early fall (August through October). The maximum fluctuation is unknown. Also, perched ground water r,. may occur at shallow depths following periods of heavy rainfall. We anticipate that the perched ground water will be encountered throughout the year with varying amounts of flow. For L:\2004\PROJECTs\SQUIER\98394.829\GEOTECH REPORT\FINAL\POR4R465.DOC PAGE 4 OF 1 1 DECEMBER,2004 COPYRIGHT 2004 SQUIER I KLEINFELDER 4SQWER1KLENFELDER Employee,4sled geotechnical evaluations, we have used the ground water level at Elevation 115 for our lateral earth pressure analyses and seismic hazards analysis. 5.0 SEISMIC HAZARDS EVALUATION As part of our geotechnical engineering evaluations, Squier I Kleinfelder examined potential hazards associated with slope stability and landsliding, strong earthquake ground shaking, and possible soil liquefaction. The following sections summarize our conclusions regarding the potential impact of these hazards to the project. 5.1. STRONG GROUND SHAKING Squier I Kleinfelder performed a simple site-specific seismic hazards evaluation of for this project. Based upon our evaluations, the most severe design earthquake would be Subduction ( Zone earthquake M8.6 or M8.8. The seismic design bedrock acceleration was developed`bas on probabilistic USGS October 2002 draft seismic maps (Ref. 1) and U.B.C. Se,is'alie Zone sand soil type So ( Ref. 2), resulting in a bedrock acceleration of 0.18g. Accounting:1r,a1) plification, a ground surface peak horizontal acceleration used was 0.21g. 5.2. SOIL LIQUEFACTION Liquefaction potential of subsurface soils was considered. The liquefaction analysi;i, g,a$ conducted using the Seed-Idriss Simplified Procedure, as outlined in Seed ah`d` warder, 1990 (Ref. 3). This method compares calculated factors of safety against liquefaction for the design earthquakes. Our evaluations indicated that a potential liquefiable layer was identified between Elevations 100 and 115 within Flood Deposit (Younger Alluvium). In general, Valley Fill (Upper Alluvium) and the Valley Fill (Lower Alluvium) are not considered to be liquefiable. Liquefaction is defined as a decrease of the shearing resistance of a cohesionless soil due to the build-up of excess pore pressures; it involves a temporary transformation of the material into a fluid. 5.3. LIQUEFACTION-INDUCED SETTLEMENT The post-liquefaction settlement for the project ground surfaces underlain by the Flood Deposit (Younger Alluvium) was estimated by two methods: Tokimatsu and Seed, 1987 (Ref. 4) and K. Ishihara, 1993 (Ref. 5). These two methods produced similar results, which estimated post- / liquefaction ground surface settlement at about 4 to 5 inches. Due to the depth of the influent structures, damage would be restricted primarily to the portions of the pipelines in the Flood Deposits such as the southern end of the Upper Tualatin Connector. L:\2004\PROJECTs\SQUIER\98394.829\GEOTECH REPORT\FINAL\POR4R465.DOC PAGE 5 OF I 1 DECEMBER,2004 COPYRIGHT 2004 SQUIER I KLEINFELDER 44,-s SO UIERIKLEINFELDER Empioy e-owned 5.4. LATERAL SPREADING Because liquefaction may occur in the Flood Deposit (Younger Alluvium), there is risk that the sloughing ground may spread laterally towards and into the Tualatin River flood plain. The lateral spreading was evaluated by using the most recent published approach presented by T. Leslie Youd (Ref. 6). Our evaluation indicates that areas susceptible to lateral spreading are the existing fill at Manhole 1 and the native ground and fill along the southern edge of the Influent Pump Station. The magnitude of lateral ground movement is estimated to range from 1 to 4 feet during a Subduction Zone M8.8 earthquake. 6.0 GEOTECHNICAL DESIGN CONSIDERATIONS 6.1. GENERAL The geotechnical considerations presented in the following sections are intended,tp,identify main( geotechnical issues, for the key structures, which have been included in the final'&sign o ,t�e( ( , ( t ( 1 ( proposed project facilities. < ` ( ` 1 , t ( ( ( { ( t ! f ( < ( 6.2. MAT FOUNDATIONS ( ` ( ( F ! ( 1 t ( The influent pump station splitter box, box culvert adjacent to the pump station, and. Manhole 1 will be founded on relatively thick mat foundations. Also, since the proposed key strf LctUre; foundations will be founded on or in the Valley Fill (Lower Alluvium),( 'tiquefactio`n` `df, 1 ( t c f t foundation materials should not be an issue. The foundations will be on undisturbed native material with a compacted, crushed rock layer over the native soils. The current geotechnical design parameters including allowable bearing capacities, estimated settlements, and subgrade modulus for these mat foundations are presented in the following sections. Allowable Bearing Pressure. Based upon our engineering evaluations, we recommend that any localized Flood Deposit (Younger Alluvium) material above the Valley Fill (Lower Alluvium)be removed from the subgrade of the mat foundations. An allowable total bearing pressure of 8000 psf can be used for the pump station mat foundation design to resist the design live and dead loads, and soil weight on the mat foundation; an allowable total bearing pressure of 5000 psf can be used for the splitter box and the manhole mat foundation designs. The above recommended bearing pressures are applied based on an assumption that the native subgrade is adequately prepared and a compacted crushed rock base layer is placed over the native subgrade. For short- term transient loads, such as seismic and wind, the above bearing pressures may be increased by one-third. L:\2004\PROJECTS\SQUIER\98394.829\GEOTECH REPORT\FINAL\OR4R465.DOC PAGE 6 OF 11 DECEMBER,2004 COPYRIGHT 2004 SQUIER I KLEINFELDER 4SSQU1ERKLENFELDER tmpiayee-owned Static and Post-Seismic Settlement. The static settlements were evaluated based upon the above provided bearing pressures. The total static settlements of the mat foundations should be less than 1-inch. The differential settlements should be less than 3/-inch. Since the potential liquefiable soil layer identified is between Elevation 100 to 115 feet, the potential liquefaction will not impact the pump station and splitter box mat foundation. At the deep pipeline and box culvert between the pump station and the splitter box, and at Manhole 1, overexcavation and backfill with crushed rock may be required if the elevation of the bottom of the foundations and crushed rock layer is observed during construction as being above the top of the Valley Fill (Lower Alluvium). Subgrade Modulus for Mat Foundation. We recommend that a minimum 24-inch base of clean, crushed rock, such as 11/2-inch minus crushed rock with less than 2 percent passing the No. 200 wet sieve, be placed and compacted (minimum 92% per ASTM D 1557) beneath the,mat foundations of these facilities used as working pad and to prevent disturbance of the native` < subgrade. Also, this crushed rock layer will be used as a drainage blanket to`col`lect water(for sump pumping as a supplement to a dewatering system. We assume a non-,,ravei geotextile fabric will be used on the exposed subgrade for separation between the native subgrade and base rock. Based upon the above recommendations for preparation of subgrade, we <<ecpmme l0 ap < < < < < allowable subgrade modulus of 250 pci be used for the design. , 6.3. ANALYTICAL SOIL MODEL FOR PUMP STATION ( 4 Based upon the subsurface conditions, and the seismic hazards evaluations, an analytical soil model was developed for the pump station area, shown on Drawing GEO PRMT-9, with assumptions regarding the foundation depth, and backfill conditions. We understand that not all of the assumptions may be consistent with the final pump station backfill configuration. However, the analytical model developed represents conservative lateral earth pressure conditions for the proposed influent pump station. 6.4. INFLUENT PUMP STATION LATERAL EARTH PRESSURES The current lateral earth pressure diagrams for the three conditions, static, seismic and post- seismic, are shown on Drawings GEO PRMT-l0, GEO PRMT-11, and GEO PRMT-12. The lateral earth pressures shown on these drawings were developed based upon the assumptions t` presented in Section 6.3. Note that the pressures for the north side and south side of the pump station are shown on the same drawing, with differences in the backfill material height, Hl, on each figure. The resultant of the pressures is not shown, because it is variable depending on the L:\2004\PROJECTS\SQUIER\98394.829\GEOTECH REPORT\FINALXPOR4R465.DOC PAGE 7 OF 11 DECEMBER,2004 COPYRIGHT 2004 SQUIER I KLEINFELDER SQUIERIKLEINFELDER H values. The earth pressures presented are independent of other structural considerations including wall stiffness, load factoring, and crack control. Also, the north side of the pump station does not have post-seismic liquefaction conditions based upon our seismic evaluations, because it is located in the Valley Fill (Upper Alluvium)that is considered non-liquefiable. Static Conditions. The static pressure condition is shown on Drawing GEO PRMT-10, in which the at-rest lateral earth pressure was used. The static lateral pressures consist of at-rest lateral earth pressure and hydrostatic pressure. Seismic Conditions. The seismic loading condition is shown on Drawing GEO PRMT-11, including static at-rest earth pressure, seismic earth pressure, and hydrostatic pressure. The seismic earth pressure was evaluated using an approach based methods referenced in Kramer, 1996 (Ref. 7) and Whitman, 1990(Ref. 8) with the peak ground acceleration presented in Section 11 5.1. 1 11 , 11 Post-Seismic Conditions. The post-seismic condition is shown on Drawing ,CE PRMT`V4: Our seismic hazard evaluations and liquefaction analysis suggest that the pot-seismic lateral 1 f , earth pressures may be applied to the south, west, and east walls of the pump sta.ton. The tatj c pressures are increased in the zone of liquefaction due to the liquefied layer actifig; a fluid.' Art S 1 additional seismic force was not superimposed on these pressures based upon ar.,asF'tnption(that 1 1 the peak seismic force applies to the walls before liquefaction occurs. 11 , E 1 Unbalanced Lateral Earth Pressure Conditions. As described above, due to the different subsurface and backfill condition, the north and south pump station walls will experience different lateral earth pressures under static loading conditions. The magnitude of the difference can be estimated by calculations using Drawing GEO PRMT-10. After post-seismic conditions, due to the potential lateral spreading of the backfill behind the south wall, the unbalanced lateral earth pressure conditions will increase. 6.5. INFLUENT SPLITTER Box LATERAL EARTH PRESSURES Based upon the current design plans, the splitter box is embedded in the Flood Deposit (Younger Alluvium) and the Valley Fill (Lower Alluvium). As mentioned in Section 5.3, the zone between Elevations 115 and 100 feet is liquefiable. Therefore, the embedded walls of the splitter box should be designed for three loading conditions including static, seismic, and post-seismic conditions. The lateral earth pressure diagrams for the south wall of the pump station shown in Drawings GEO PRMT-10 through GEO PRMT-12 can be used for the splitter box wall design. L:\2004\PROJECTS\SQUIER\98394.829\GEOTECH REPORT\FINAL\POR4R465.DOC PAGE 8 OF 11 DECEMBER,2004 COPYRIGHT 2004 SQUIER I KLEINFELDER SSQU1ERIKLENFELDER E ph)yee-rwn d 6.6. INFLUENT MANHOLE 1 LATERAL EARTH PRESSURES The lateral earth pressures for Manhole 1 using temporary shoring construction methods have been analyzed for static loading from native soil and seismically induced pressure which are additive. No construction or permanent surcharge loading at or above grade has been included at this time. Also, based upon the subsurface soil conditions explored by Boring BH-2, the ground water level is at about Elevation 103. A zone of soil, only about three feet thick, between Elevations 103 and 100 feet may be liquefiable, but as previously mentioned should be removed under the mat. Therefore, the post-seismic lateral earth pressure is not recommended for the manhole design. The seismic lateral pressures include static at-rest earth pressure, seismic earth pressure, and hydrostatic pressure. The seismic earth pressure was evaluated using an approach based methods referenced in Kramer, 1996 (Ref. 7) and Whitman, 1990 (Ref. 8) with the peak ground acceleration presented in Section 5.1. The lateral pressure distributions and location,of , the resultant force are shown on Drawing GEO PRMT-13. 6.7. SEISMIC LATERAL SLIDING RESISTANCE ` c c < t The lateral loads from the proposed structure, including lateral earth pressure,, earthquakes; wind, and traffic impact can be resisted by sliding resistance of the mat foundation`s and partial soil passive pressure, which is about 50 percent of full soil passive pressure. We recol=.Imend that < < < a coefficient of sliding resistance, f, equal to 0.35 and a partial soil passive pressure, 15dd psf (where d is depth of the embedment of wall footing), be used for design of sliding qr)c), overturning resistance for the embedded walls. 6.8. SEISMIC DESIGN SOIL PROFILE AND RESPONSE SPECTRA The Uniform Building Code (UBC-1997) seismic setting for Western Oregon is Seismic Zone 3 (z=0.3). For earthquake design of the plant structures, based upon our evaluation of the soils explored in the borings and other information, we recommend using a soil profile designation of Type SD. The seismic design parameters used for developing the design spectral response acceleration for the proposed influent pump station splitter box, and Manhole 1 are outlined below. The response spectra are based on the 2003 International Building Code (2003 IBC) and for comparison the 1997 Uniform Building Code (1997 UBC). Table 1 below lists the seismic design parameters used in developing the 2003 IBC spectral response acceleration. Spectral response acceleration • developed based on the 2003 IBC is shown on Drawing GEO PRMT-14. A design factor of 2/3 L:\2004\PROJECTs\SQUIER\98394.829\GEOTECH REPORT\'INAL\POR4R465.DOC PAGE 9 OF 11 DECEMBER,2004 COPYRIGHT 2004 SQUIER I KLEINFELDER SQUIERIKLEINFELDER Employee-owned should be applied to spectral acceleration on Drawing GEO PRMT-14 to obtain design spectral response acceleration. TABLE 1 2003 IBC SEISMIC DESIGN PARAMETERS Items Values Reference SS 106%g 2003 IBC,Figure 1615 (1) S, 37 %g 2003 IBC,Figure 1615 (2) Fa 1.1 2003 IBC,Table 1615.1.2(1) Fv 1.7 2003 IBC,Table 1615.1.2 (2) Site Classification D 2003 IBC,Table 1615.1.1 Table 2 below lists the seismic design parameters used in developing the 1997 UBC spectral response acceleration. Spectral response acceleration developed based on the 1997 UBC(is < ( f ( f ( 1 f 1 I shown on attached Drawing GEO PRMT-15. 1 : ; t 1 11 1 , ( f TABLE 2 ` 1 1 1997 UBC SEISMIC DESIGN PARAMETERS C i l f 1 , 1 Items Values Reference 1 Ca 0.36 1997 UBC,Table;llo'-Q t Cv 0.54 1997 UBC,Table 16-R Site Classification SD 1997 UBC,Table 16-J 1 ( t f 7.0 REFERENCES Ref. 1 USGS 2002, "Documentation for the 2002 Update of the National Seismic Hazard Maps," Open-File Report 02420. Ref. 2 Uniform Building Code (UBC, 1997), State of Oregon 1998 Edition, "Structural Specialty Code." Ref. 3 Seed, R.B. and Harder, L.F., Jr. (1990), "SPT-Based Analysis of Cyclic Pore Pressure Generation and Undrained Residual Strength," H.B. Seed Memorial Symposium, J.M. Duncan, Editor, Tech Publishers Ltd., Vancouver, Canada, Vol. 2, pp. 351-376. Ref. 4 Tokimatsu, K. and Seed, H.B., (1988), "Evaluation of Settlements in Sands Due to Earth- quake Shaking", JGED, ASCE, Vol. 113, No. 8, pp. 861-878. L:\2004\PROJECTS\SQUIER\98394.829\GEOTECH REPORT\FINAL\POR4R465.DOC PAGE 10 01-'11 DECEMBER,2004 COPYRIGHT 2004 SQUIER I KLEINFELDER s LHE K INFELD ' mplovee-owned Ref. 5 Ishihara, K., (1993), "Liquefaction and Flow Failure During Earthquakes,"Geotechnique, Vol. 43, No. 3., pp. 351-415. Ref. 6 Youd, T.L., et al., "Liquefaction Resistance of Soils" Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils," ASCE, Vol. 127, No. 10, October 2001. Ref. 7 Kramer, Steven L. (1995), "Geotechnical Earthquake Engineering,"pp 487-496. Ref. 8 Whitman, R.V. (1990), "Seismic Design and Behavior of Gravity Retaining Walls," Proceedings, Design and Performance of Earth Retaining Structures, Geotechnical Special Publication No. 25, ASCE, New York, June 1990, pp 817-842. t 1 ( 1 l ( ( l l l f t ( ( t ( ( 1 1 1 ( 1 ( ( 1 ( 1 1 1 ( 1 ( ( ( f f ( ( f ( 1 1 ( ( 1 l t l r ( ( ( t ∎ ( 1 ( f ( t ( 4 ( l ( / 1 ( f ( 1 I 1 ( l l ( 1 f ( l 1 1 ( t ( f L:\2004\PROJECTs\SQUIER\98394.829\GEOTECH REPORT\FINAL\POR4R465.DOC PAGE 1 1 OF 11 DECEMBER,2004 COPYRIGHT 2004 SQUIER I KLEINFELDER . N LEGEND LOG INFORMATION TYPICAL LOG INFORMATION 9, 14, 51 are SPT(N-Values): Unless otherwise noted, the Standard Penetration Test(SPT) N-Value is the number of blows requiered to drive a standard (2.0-inch) split-spoon sampler a distance of 1 foot using a 140-lb. hammer, 9 dropped 30 inches(ASTM D 1586). V (9/11/03)Approximate static water level and date of reading. 14 : .v (9/11/03) TYPICAL SOIL SYMBOL DEFINITIONS Surficial Materials I 51 eliiii. . . III Pavement section ib 1,„ilik e ill 4 '.. Fine-grained Soils • 0.- ' • Fin materials In 1 SILT • , , , , , , ".- Fill materials with descriptor 4. El SILT with sand Coarse-grained Soils Mt OsirgranichSIoLrTgnics ' e „ Cul, Poorly graded GRAVEL with sand " and cobbles/boulders riQ SANDY CLAY , , , , , Ele Poorly graded GRAVEL with sand CLAY .ill Poorly graded GRAVEL with sand, -7 ■■ . ■ ( , , , silt,and cobbles/boulders 4 , CLAYEY SILT Fillii SILTY GRAVEL with sand SILTY GRAVEL with sand . 4 and cobbles Bedrock Units Poorly graded SAND r Weathered BASALT h-e74-1 bedrock Poorly graded SAND with gravel -.0 ----'-' BASALT Poorly graded SAND with silt SILTY SAND with gravel SILTY SAND u2 ,. ., DURHAM PHASE EXPANSION DURHAM,OREGON LOG GRAPHIC LEGEND ei AN SQUIER ASSOCIATES 10, FIGURE Al 98394.811 El ':;1.-- :° ' " 1 ,,,,,,,,_,, ,?. ,, , „,, - : k 4 9* - cm _ . ,..., MIT DING roll tc- foN _,...._,, CleanWater 41, Services Our commitment is clear . VOLUME 2 , PART 1 — DRAWINGS FOR THE CONSTRUCTION OF DURHAM WASTEWATER TREATMENT FACILITY ._. PHASE 4 EXPANSION APPROVItD PLANS INCLUDE UN-ATTACIIEDI ,Z: ,SPECIFICATION BOOK CONTRACT 4969 STRUCTURAL CALCS .YatOTECEI REPORT MISC DOCUMENTS \C V . DEFERRED FEBRUARY 2005 c,.., , „ \,( ar,,, „..z . Fire Sprinkler Fire Alarm Mechanical OWN.... *WM.... 41St)./\" J' plumbing .ime..... A447t744:1 \° ' ') Ne4 Electrical ...--. Truss Engineering ..-.... WI (1). . Shop Drawings Qj -v'S Other ( 0 ) M IN H )):- ex9\o' 4 R.--`) 1 ilv.,c1X v ,i, Tifl' 141pr CITY OF TIGARD Approved................... ................................ ■. .` Conditionally Approve.d........... ..........................( ): , ■ For only the wo as described in Cr C 4 :.-`.ise Letter to:Follow.........................................( ): Attach........................................( ): Job i deress: -----Dal-e: -- „.... - 1 ,.................................................................... ............................................................................................. ..................................................... . ..................................................................................................................................................................................................................................................................................................................................... ..........._............................................................................... . VOLUME 2 PART 1 - DRAWINGS c, Log DWG NO. DRAWING TITLE L DWG NO. DRAWING TITLE DWG NO. DRAWING TITLE o GENERAL 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 u_ 2 000-G-002 LIST DRAWINGS-1 169 100-5-012 INFLUENT PUMP STATION MOTOR ROOM PARTIAL PLAN 1 c6 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-S-014 INFLUENT PUMP STATION MOTOR ROOM PARTIAL PLAN 3 iii 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 .i 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-0066 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 177 100-3-020 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-S-022 INFLUENT PUMP STATION GROUND FLOOR PARTIAL PLAN 1 13 000-G-013 PIPING SCHEDULE 98 P85-08 ROADWAY DETAILS III 180 100-5-023 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 1 15 000-G-015 HYDRAULIC PROFILE-2 FUTURE GEOTECHNICAL 182 100-5-025 INFLUENT PUMP STATION GROUND FLOOR PARTIAL PLAN 4 N 16 000-G-016 HYDRAULIC PROFILE-3 PHASE 3 INFORMATION 100 000-CEO-001 EXPLORATION LOCATIONS PLAN-1 183 100-S-026 INFLUENT PUMP STATION PLAN AT EL 150.50 101 000 CEO 002 EXPLORATION LOCATIONS PLAN-2 184 100-S-027 INFLUENT PUMP STATION ROOF PLAN - - CIVIL 185 100-S-028 INFLUENT PUMP STATION ROOF PLAN PARTIAL PLAN 1 17 000-GC-001 GENERAL CIVIL NOTES AND SYMBOLS 102 000-CEO-003 EXPLORATION LOCATIONS PLAN-3 186 100-8-029 INFLUENT PUMP STATION ROOF PLAN PARTIAL PLAN 2 18 000-GC-002 GENERAL CIVIL DETAILS-1 103 000-CEO-004 OBSERVATION WELL LOCATIONS AND SETTLEMENT POINTS PLAN 1 187 100-S-030 INFLUENT PUMP STATION ROOF PLAN PARTIAL PLAN 3 19 000-GC-003 GENERAL CIVIL DETAILS-2 104 000-CEO-005 OBSERVATION WELL LOCATIONS AND SETTLEMENT POINTS PLAN 2 188 100-S-031 INFLUENT PUMP STATION ROOF PLAN PARTIAL PLAN 4 20 000-GC-004 GENERAL CIVIL DETAILS-3 105 000-CEO-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-6 107 000-GA-002 INFLUENT PUMP STATION ARCHITECTURAL CONCRETE DETAILS 192 100-S-035 INFLUENT PUMP STATION SECTION - D 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-S-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-S-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 200 100-5-043 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. 132.00 203 100-5-046 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-8 121 100-A-006 INFLUENT PUMP STATION UPPER FLOOR REFLECTED CEILING PLAN AT FLEWS. 144.00 & 150.50 206 100-3-049 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 - 2 209 100-5-052 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 -4 211 100-5-054 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 215 100-8-058 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-S-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-4 134 100-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 223 100-5-101 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 a) 56 000-C-050B EXCAVATION PLAN-2 138 000-L-010 SITE LANDSCAPING PLAN 1 225 100-5-103 INFLUENT PUMP STATION WEST ELEVATION 0 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 ° 58 000-C-052 EXCAVATION SECTION-2 140 000-L-012 SITE LANDSCAPING PLAN 3 227 100-S-105 WEST RETAINING WALL SECTIONS 59 000-C-053 EXCAVATION SECTIONS-3 141 000-L-013 SITE LANDSCAPING PLAN 4 228 100-S-200 INFLUENT PUMP STATION DETAILS - 1 c° 60 000-C-060 ACCESS ROAD TO IPS FROM 85TH AVE PROFILE - "Al LINE" a 142 000-L-014 SITE LANDSCAPING PLAN 5 229 100-S-201 INFLUENT PUMP STATION DETAILS - 2 o 61 000-G-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 °' 62 000-C-063 CIVIL SECTION DETAILS-1 144 000-L-016 SITE LANDSCAPING PLAN 7 231 100-5-203 INFLUENT PUMP STATION STEEL FRAMES SECTIONS c7 63 000-C-064 CIVIL SECTION DETAILS-2 o, 145 000-L-017 SITE LANDSCAPING PLAN 8 232 100-S-204 INFLUENT PUMP STATION STEEL FRAMES DETAILS O 64 000-C-065 CIVIL SECTION DETAILS-3 STRUCTURAL 233 100-S-300 INFLUENT PUMP STATION METAL STAIR AND PLATFORM PLAN, SECTIONS AND DETAILS 65 65 000-C-066 RETAINING WALL DETAILS 234 100-5-301 INFLUENT PUMP STATION DETAILS CL 000-C-069 TEMPORARY EROSION CONTROL PLAN CONTRACTOR'S WORK AREA 146 000-GS-001 GENERAL STRUCTURAL NOTES - 1 235 100-S-302 INFLUENT PUMP STATION PRECAST CONCRETE PANEL CONNECTION DETAILS - 1 � ' 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 68 000-C-071 TEMPORARY EROSION CONTROL PLAN 2 148 000-GS-003 GENERAL STRUCTURAL NOTES - 3 237 110-S-001 INFLUENT SPLITTER BOX PLANS 149 000-GS-004 STRUCTURAL STANDARD DETAILS - 1 238 110-S-002 INFLUENT SPLITTER BOX SECTIONS E1 69 000-C-072 TEMPORARY EROSION CONTROL PLAN 3 € 70 000-C-073 TEMPORARY EROSION CONTROL PLAN 4 150 000-GS-005 STRUCTURAL STANDARD DETAILS - 2 239 110-5-003 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 a) 72 000-C-075 TEMPORARY EROSION CONTROL PLAN 6 152 000-05-007 STRUCTURAL STANDARD DETAILS - 4 241 120-S-001 METER VAULT FOUNDATION PLAN, TOP PLAN AND SECTIONS 'z 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 ui 74 000-C-077 TEMPORARY EROSION CONTROL PLAN 8 154 000-GS-009 STRUCTURAL STANDARD DETAILS - 6 243 140-S-002 MANHOLE 11722 PLANS AND SECTIONS u 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 0 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 c 1 77 000-C-101 SITE PIPING UTILITY PROFILE 12" SS 157 000-GS-012 STRUCTURAL STANDARD DETAILS - 9 158 100-S-001 INFLUENT PUMP STATION FOUNDATION PLAN 245 200-S-002 HEADWORKS INFLUENT MODIFICATIONS AND SEPTAGE RECEIVING FACILITY DEMOLITION SECTION U 78 000-C-105 SITE PIPING PLAN AND PROFILE 8" DG PIPELINE-1 HEADWORKS INFLUENT MODIFICATIONS AND SEPTAGE RECEIVING FACILITY 79 000-C-106 SITE PIPING PLAN AND PROFILE 8" DG PIPELINE-2 159 10QS 002 INFLUENT PUMP STATION FOUNDATION PLAN PARTIAL PLAN 1 246 200-S-003 160 100-5-003 INFLUENT PUMP STATION FOUNDATION PLAN PARTIAL PLAN 2 NEW CONSTRUCTION - PLAN AND SECTION P 'OF 0 80 000-C-111 SITE PIPING PLAN AND PROFILE 48" HWE PIPELINES TO PC1 AND PC3 LUENT PUMP STATION FOUNDATION PLAN PARTIAL PLAN 3 ��'" o ix .l 161 100-5-004 INFLUENT 247 200-5-004 HEADWORKS INFLUENT MODIFICATIONS AND SEPTAGE RECEIVING FACILITY , 4.4, D a 81 000-C-112 SITE PIPING PLAN AND PROFILE 48" HWE TO PC2 PIPELINE 162 100-5-005 INFLUENT PUMP STATION FOUNDATION PLAN PARTIAL PLAN 4 NEW CONSTRUCTION - SECTIONS AND PLAN '-� S Z 82 000-C-114 SITE PIPING PLAN AND PROFILE 48" HWE TO PC4 PIPELINE 74902P r-- �' 83 000-C-120 SITE PIPING PLAN AND PROFILE 54" FORCE MAIN PIPELINE-1 163 100-5-006 INFLUENT PUMP STATION PUMP ROOM FLOOR PLAN AT EL 85.00 248 220-S-001 HEADWORKS EFFLUENT STRUCTURE BOTTOM AND TOP PLANS • , Li: 164 100-S-007 INFLUENT PUMP STATION PUMP ROOM PARTIAL PLAN 1 84 000-C-121 SITE PIPING PLAN AND PROFILE 54" FORCE MAIN PIPELINE-2 249 220-5-002 HEADWORKS EFFLUENT STRUCTURE LONGITUDINAL SECTION �'�, cv- 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-S-003 HEADWORKS EFFLUENT STRUCTURE SECTIONS .4p 13,1 166 100-S-009 INFLUENT PUMP STATION PUMP ROOM PARTIAL PLAN 3 86 000-C-123 SITE PIPING-PLAN AND PROFILE-42" FORCE MAIN PIPELINE-2 251 220-S-004 HEADWORKS EFFLUENT STRUCTURE SECTIONS AND DETAILS ''''IN K P\ 87 000-C-130 SITE PIPING-PLAN AND PROFILE-84" RS PIPELINE EXPIRES: 6-30-05 u i SUBMITTED BY a SCALE WARNING '� GENERAL SHEET: OF ,`ten 0 1 DESIGNED K KAI 1 (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 ASSOCIATION WITH: CleanWater Services .0 — NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL PHASE 4 EXPANSION 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 DWG NO. DRAWING TITLE DWG NO. DRAWING TITLE DWG NO. DRAWING TITLE 0 1 MECHANICAL ELECTRICAL \ 87INSTRUMENTATION 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 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 256 000-GM-005 MECHANICAL STANDARD DETAILS - 1 334 000-GE-005 STANDARD DETAILS - 2 421 000-GI-005 DISCRETE INPUT LOOP (TYPICAL) o 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 - 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 v 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 0) : 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 WELLACCESS'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 ;, 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 -te 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 tte 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 O 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 132.00 312 100-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- 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 a 0 314 100-M-052 INFLUENT PUMP STATION VENTILATION SYSTEM SCHEMATIC - 3 392 100-E-042 INFLUENT PUMP STATION PUMP ROOM LIGHTING PLAN 2 - FFEL 85.00 O 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 8 317 110-M-002 INFLUENT SPLITTER BOX SECTIONS 395 100-E-045 INFLUENT PUMP STATION MOTOR RM & FM MANIFOLD LIGHTING PLAN 1 - FFEL 102.50 318 120-M-001 FORCE MAIN METER VAULT PLAN AND SECTIONS 396 100-E-046 INFLUENT PUMP STATION MOTOR RM & FM MANIFOLD LIGHTING PLAN 2 - FFEL 102.50 319 130-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 I 398 100-E-048 INFLUENT PUMP STATION MOTOR RM & FM MANIFOLD LIGHTING PLAN 4 FFEL 102.50 ail 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 E 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 "C 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 v 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 (U 326 310-M-002 PRIMARY INFLUENT FLOW SPLITTER STRUCTURE MODIFICATIONS PLAN AND SECTIONS I 404 100-E-054 INFLUENT PUMP STATION GROUND FLOOR LIGHTING PLAN 2 - FFEL 132.00 C5 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 to 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 132.00 407 100-E-057 INFLUENT PUMP STATION ROOF LIGHTING & EQUIPMENT LOCATION PLAN 1 - FFEL 150.00 I 329 750-M-003 DIGESTER CONDENSATE DRAIN VAULT 408 110-E-001 INFLUENT SPLITTER BOX ELECTRICAL PLANS AND DETAILS U 02 409 120-E-001 METER VAULT ELECTRICAL PLANS AND DETAILS 410 200-E-002 HEADWORKS EXISTING MCC ELEVATION MODIFICATION - 1 PROF 0 411 200-E-004 HEADWORKS EQUIPMENT LOCATION PLAN 'ØtU iN ` / L a 412 200-E-005 HEADWORKS ELECTRICAL ROOM PARTIAL PLAN q, $�`4. Z 413 220-E-001 HEADWORKS EFFLUENT STRUCTURE PLANS AND DETAILS 74902P r'' °i 414 230-E-001 HEADWORKS SEPTAGE RECEIVING FACILITIES PLANS AND DETAILS • 4, �. 415 750-E-001 DIGESTER COMPLEX 2 EXISTING MCC ELEVATION MODIFICATION - 1 ���` : `''2 "` 416 750-E-002 DIGESTER COMPLEX 2 EQUIPMENT LOCATION PLAN .p 13, EXPIRES: 6-30-05 to r`- SUBMITTED BY 'n SCALE WARNING � GENERAL SHEET: OF ,`''c, 0 1 1 DESIGNED K KAI DURHAM FACILITY LIST OF DRAWINGS-2 DWG: 000-G-002A (PROJECT MANAGER'S NAME) LICENSE NO. DATE INASS(}GIATIONWITH: • CleanWater Services PHASE 4 EXPANSION z NONE IF THIS BAR DOES DRAWN K KAI DATE: 23-FEB-2005 NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is clear. g THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 AREA PHASE 4 KEY STRUCTURES In di LOCATION MAP SITE MAP . ., 100 IPS = INFLUENT PUMP STATION 0 0 DURHAM ROAD 110 ISB = INFLUENT SPLITTER BOX ci 120 IMV = INFLUENT METER VAULT m w : 130 OCB = ODOR CONTROL BIOFILTER w A -1.4 .--,, .. 4 - , , ..,,, gt$ 1■1. 11 :: :: :. :, ' :. ..::.::. ':...:.'::.::::',.:.::•:.:: :: : '' : .I. : ' ' :: : :"*I. .:i: -.::-i :::. ' ' :: : : : ::. : ' :I. j'''':' ' ''" 140 140 MH1 ! (SHALL MmDIGESTER AA NNHH OO MANHOLE 111722 0.1 MH11722 ai CLEAN WATER SERVICES 200 HIM HILLsABS0TRO0RolA - ,4 = HEADWORKDSENAINOFLLIUSEHNETD)MODIFICATIONS co 220 HES a 84.DU,_ RHAM FACILITY = HEADWORKS EFFLUENT STRUCTURE 15 /EC 230 SRF = SEPTAGE RECEIVING FACILITY 310 \I E. ik < PIFSS = PRIMARY INFLUENT FLOW SPLITTER STRUCTURE 7 BEAVERTON° ipAA...... .....--- _ ._ COLUMBIN., • • . : SW.SHAFF ER LN :-: :.3 .. . ,•• : : : . : . • . . : : : • ,-: • — . ...... . ..... . — . .. • ....... • •: • : : , • : 750 DC-1 DC-2 COMPLEX 1 = DIGESTER COMPLEX 2 'cli 1 TTuIAGLAARTDIN.0 0 -LINCOLN CITY 5 'elt PORTLAND - THE DALLES . „ . . :. II . .. . . ;, ': ' -::: i ' . . 1 . SALEM l- SCALE: 1 " = 250' • • : . ::: . . 1 : , ... . : :: : : . . : •,.. . . L.: NEWPORT : -,-::::::- : ,'• -:-- ::::: -::: :::: I i:: i 7:y • 33 PACIFIC ..0 ALBANY I J. - •: : •":„ . = OCEAN • CORVALLIS • : . . -: : • """• :. : - • 4 PHASE 4 I .1: • • : . ,. •-• ., •:: .. .•::.: . " , PROJECT ::::-,: :: -:.:: , i: :.: HIM ,-,- BEND I SRF . • :: . ei,i:, :,.. -:. 77i - ...,:fi : .,. . :::: . . . :-„ • 7 ,, -ivri.. 0 : •. .::: •.. EUGENE " ... , . . „ • • . — . • • • int OREGON . ,., :, ,, .-:. -::.. EXIST:01.FS4.:::::: IMV -.*::-*-:' *.: ..: •-::•:.•i::-:: BURNS . • ... .• . . . . . . . . • . . ' . ' •• . • .,. . „ . 71's 0 I : .. : ,. :: • , : : . ..• .. ::.::: . f ..: : • • .: . •• ..:•::-., . COOS BAY , . , ., , . I- : . ..„ .. . . ° ROSEBURG : :I:: ii..-i:::.11...:. : i.: 7 : '-1-::' .•::-:•;:-:• ::: 7 ' ''' .7•'.::::': ' :::'--: -::* :::: : .:: -, '..i; . ,.. • :,.::, • . ' . . . I : :. , .. . , .,, *: - 1 it.i:::-,:i:-::::-::-:.:•- ::•.::::::::::•-j..::::::-:::-:: . . . .: . . : : . . l'• ;I:: :.::::' - ,•:: ' . ::. .:' ::,::: :•.-..:,. . :: : :::- • .. , ., . , :•: ,-; .. , . . . : . •Ii '' GRANTS PASS . . :7. • 0C-2 . • i 1 :' ji.*.Y:. .::-,-,.. .:::.:::: ::::•' ,.:.,;:::' , :iy:.;,::.•:::..:.:'.:'-:.:.:::;::::.••:,:::.".:1. . ' ...::.:1:.:-::::::' •:ii::::i . ..:. : :-:::,!:::. ":::.:.:: :,.. . . ' .••:%; : •::::: . , - :.:: . • 1 OCB :)-4\' MEDFORD : I ' * / • C . • -' : . ... :. I - : (J,:i'':•, -. :::- i'..:i ..: .. ...,.;..:: ..: 1, :: ••••:..::.!--:, • D -1 ://: : . H,...:, BROOKINGS 1111 : • " : I . .: : : ,:-..::•::::.: . . I ' . . :.:. : 1: : 11 :: - .," -, - . !:: -.• r: . ..... . r-.....-:::: -:-' - ' : ISB i • : : 1..:. . , . . VICINITY MAP : . . , ... ... , . .. : :. : ,.. : :. " :: .. ,::. .. . . . 1 , , . ,., . : ::. . ::.. :.: ...:, .. . .::::: .. . . : „ ... : ,, PROJECT INFORMATION: TUALATIN HiGHWAy VALLEY cSI&A. 406:1:t94). e.. .i. II'S) N E SANDY ROAD s'°`. ° ......t BEAVERTON 0 ti I-13 6 ("NB A z \ It PORTLAND INT'L AIRPORT 1 ii... I -:. .. ::. .: .. ' a - 1. 1 :•.: - '-k41711 : • .. - :- "". . . . . . : : . . . , .: i - MH 1'0.122 ,". .-11•.' .1:': . .. ':::•ii:':. ::-:::::: 'i•:::: -•-i: ":.:1.- ' • : . . . : • : • : a mom a milmi . • .. gni El num ouras . 1 . ' a mom.: Olallii • .. .,. • PROJECT NAME. DURHAM FACILITY PAHSE 4 EXPANSION APPLICANT NAME: CLEAN WATER SERVICES SITE ADDRESS: 16580 SW 85TH AVE. TIGARD, OR 97224 111 V \ ... ..:..: '.' ::' ' ••••:• .: WETLAND iD':.'4..,....",'..:.:*....•...:.•..-::.:'•..:'.:: . • . . . PHONE: (503) 547-8175 ckCk°P1/4 „La_tosOULEVARD . . . . GI, 0 ifit ..... ...%. . . . . . . MAP &TAX LOT#: 2S113B, LOT 600 ogko" ... : :: . • : I 0 R4 7, ct) 0 0 .:....:-.... . . o 0 0 ° > . w \--.....•-•-•:- Lii • • . a. ■ ' c, ..:....:.:.:.:.:.:. . : --6 PROJECT SITE 0 -•:.:....:.:.:•:. p . .. f' ' 1111111- .. . I ..::....:.:... . f . . ::. . „ c III II) . . , ::::: - ::: ' • . ' .:* , ' • . • . . i : : : . . " ::::..:':--.. . ' .. . :.•: : . . .• . co ._ .....:.. co 0) 1164 NOTE: (...) Eh ::.: 5, a. SCHOLLS FERRY ROAD TIGARD . SEE SPEC SECTION 01300 FOR LISTING OF DEFERRED SUBMITTAL ITEMS. I 11111110 1 -k. 7- 4-R- .-.-.- ........ 03 ((" . . :.:.:.:.: Li. EI KING CITY ° ..:....:.:.: .....:.:. . .. ' . 2 al pV`.\°' 1,' --/ ui N.), 0 `-1-* ...... ..:....:.:•::: 0724 - • :. '3 -1, >, %AP' 'ft) CD • ............. : : 0 DURHAM ROAD 1 (r• 014;xx.- \., ::•:.:.:-:.. • a) aittha 13 (NI ............. c.) r.. (c) illinsiic4oliriffro, •::::::: .-:-:-::-:-:-..-:-... ..-- ................... . ,:• : :: - - co .............................................. ......-.............,-.............-.......-.... ..:.................... ............ . ......- ....... .. . (1) l'i ......-.......................:...0.SW-:::GO: :LAKE ....:.:.:-:.:•:.:.:.:.:.:•:.:•:•:.:.:.:.:.:•:•:•:.:.:.:.:.:•:-.-:.:.:.:.:.:.:-:-:.:.:.::::::::.......:....:.:.: ..-................. : . . ...... ::. :' ........................ ........-:. ..:.:.:.:.: 0 SW 85th AVENUE ........-... . : .:.: co *: :.:. • ' , :::::' cu TUALATIN M A IN o 4.7fiti ,.7s TUr"-- T Aeitz. -:.:::..:::::... '' tli .:::: .::•::•-: : 'Co 0 O 4. . .. x..•_, 2 ‘ • ...:,!A: '111/A.„ • 4,3iNt, /fe, CL ■ZZC' (.3044' q__CY .0•01°°°..::7".::: . "fY , • • \C,, AD: .re. a 0 • , 0 SHERWOOD oitt,,,..........,„m„.._ ....—....... ............... ................. : 6i. .*::.'....... •::.:.:*.**:*::.:.•. EXPIRES: 6-30-05 Ln r.- 0 SCALE WARNING SUBMITTED BY GENERAL SHEET: OF o co in 0 X 1 DESIGNED K KAI ( ) M 1111 DURHAM FACILITY PROJECT LOCATION, VICINITY, AND 000-G-003 DWG: 1 . I (PROJECT MANAGER'S NAME) LICENSE NO. DATE 6 H IN ASSOCIATION WITH: z AS SHOWN IF THIS BAR DOES DRAWN K KAI CleanWater Services PHASE 4 EXPANSION SITE MAPS 4:: NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. DATE: 23-FEB-2005 --,0 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN ( ARCHITECTS ASSOCIATIVE INC COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 ........................ .. . ....... ... . .. ............. ::-...: ..i.i...11 .!?,.n...,',1:-. .. .,..... -------.--'----------•---.,-...•-• .. . . .. .. .. ... ..... : . . : . .... c\I • PROPOSED..:::-.,', .5: < j 7 60' F ROM FENCE -.. :.; .:•:-:,-:,',•.,,0cD ai:n- .....:.,,,:,.:...::;:..:....:..:-:•;..::!:.f.- H.::.:. ..:..A....„.:.:..U:....,..L ROUTES....'.. • ::.: .:...•...•........'....•..s.........."..'..•. ....... ... . ....... .... .. ..... ...... ACCESS Wi NEW - . - • ''-.....' . . . . . ....... ... ....„.. : i ... ..- :::::::4„: •F: ... *.:i". .--. '1,i-...:-: :::/. --.•-•••••"' ..::. CONSTRUCTION-GATE -'- • .-:-: 1 ..... ...: .::. ,i,,.::. ai PRIMARY CO O ::: '''''"..- '.■....-:::':-'.'''''''''-----''-'''-:'''' .-----7....,..ti...ir...:- ::::;ii.:.::::-:.:-.•-•..--..-...--.:::..i.!.:::-.1::' i :::..:: .:11, 1.::Ei CLARIFIER 1:::: , • . - : - ' i ' • t -•::. .:•:•:;:••' - CHEM.ICAL ....•..............,...,.... , 5 I • . . i.:,. ... . ....... .._. ...',''''''''....-... . ..-i.-":....-•••-• ..,.....i, .: ,:•...•.::;, .-i.,:. ::: ,: ..,::.... A ::: ::: ....: . -.0i, — —..-,--0.....-. — _.......-.,..,,T,-: . ,.. .-:. :: . ::-•' 11" .... ::-• -- HEADWORKS EFFLUENT: :: : .....:::i': ::::::.:._ ..•'....!!!..„::„:::::::::::ii::::::::„.:„...........„..,...,..„„::.::,.',::::•:::::•-•:" ••-: ::.. .: BUILDING .... ....., ......„ , : .. .,..... . . . . a. 60' FROM FENCE :••:.i: --• P At 4 AtifleAr::--- , ---iL ( STRUCTOAE(iFIES):*".-::::' .1 -.......::'.11!' I :.. ... : : :.::.:":1.....,... .:..., . 48.,•,..,HyvE.:•:•.: I "AREA 1" ............. .. „ . . . -----. --- • ir - .4,40? , : : ''' ''.".'''. '.' . '''' . A 4 :1 :' - - .t'n't: ..L::2;..2....j i'l' ''''C'1:' :'i, TO Pe•-44:ii'::::.'.:::::., - - :-.- : • •'•• ' 171.■ A r . .444% ..■ -**:..77 .".., '....,4 ___.....:--::::::::::::::•------:::::::.--.. :-. ...... .-.....---1.: . :. :: : •-• • - - ---•''''.'•-••••• : .... .. .,..:::,„ 1 .... 01 'Aj, ADDITIONAL iii : .':.... ----. ----.:. • .. . .: ... . ..•:...„••. •• .. ..: .•...• „...., .... .. ........ .. ........ ....:.:....:..... . . yr ' V .:':::: n::::,:: ..,...,.., .ii.41411:-..../111" ., ..,: , H..:]1.....ii: I ,,:._:,:1:..-.."-:::::!..,..1,..:,.- .......1„.40." H...W* E,..:::::.---:::::.:•"::::-::::.:::.. :.. :::.-•:, :: ..,...,. ... , . . ----.....,. . ••:.:•.,:...:.... wi FILL DISPOSAL AREA. CONTRACTOR SHALL DISPOSE il 0'1 O' ' , /1 AREA Fl ,..:11:. ::::. ...,:, „:„ .: , ...... -_.._. .... TO.PC2.••••••:.... .. .. . . ... ....... .:,.. ..'. ,■ .•I .. . ---- EXCESS EXCAVATED SOIL BY CONSTRUCTING AN ..,.$1;?/0A SEE NOTE 4 4, ...:1 •••......... ..: ..:. •. .. .. ..._ , , . ......:, . . .: ::: .::...i .. ,..„:.:::„.::::::::..................,:. ., ...,.:. .,::. : ..... ..,.. IRREGULAR-SHAPED EARTH BERM. BERM SHALL ro "AREA 24/01.:1 - •- - 48'liHWE ...:••.,::::: . . . :.:i.:... '• . • - L: SEPTA:GE RECEVING :. .''. .i„:. . ... ,,...„:: ,••, : ..,..47. ■,. .. ..' 3)) RANGE BETWEEN 35'-4.0' IN WIDTH AND 4'-6' IN HEIGHT .. .:...,-...:., 110-..,Afiezr / ::: ,. d -:-..::..:.FACIL1TY.:7( 13F) *....:... ....: : -- TO PC3 .::::::'::::' ••'• '•#:• :"...- H.:: I • .„ .. ..,..... ... . D Wi MAXIMUM SIDE SLOPE OF 3:1, APPROXIMATELY IP 1..r41 -. ••::::::..,.. „...-----.„.....:::: -.... ..:::. .......--•-•-.11EADWORI..KS:. . ..:::: :;•..:„..,. keiiir.,edielic,-.0:40 ■%„ :::::.,.,.. ::- .....- .. _.. .. PRIMARY •:'::. " • -• •• :: . CENTERED IN THE 60 FOOT WIDE CLEARED AREA A-....7.14wh,„ .,''''',..:. ..,c-:„.::::.:.::,:.: . -- . ;. .. .. ..." .-i- Or HWEI: CLARIFIER ••••• : ::: •• -"••::-•:::•• : ::. • : ' : :.' ::. PRIMARY INFLUENT FLOW PROVIDED BY OWNER. SEE NOTES 2 & 3. ''''' ..:;::' ;:., ':::''.., ■... i. Tc.):PC1'::::::::. 3 -', ..-- .- -... "%s. .:.::::::::.:•. lit- :::-:;:•:•:••• SPLITTER STRUCTURE a ,. ■, , ::, ......„... wk . ... ..::::::-;••::: -.•.•: .":'.:-:•:-:..--.:. .'.'''•''....:.':::: I ::-:::.'''''''.......:::::::::::'''..i]::•:: .....:::::•'.::'.': (TO.BE DEMOLISHED) . ....„ ...... .. ... • - .• . . . . . r ..--::-INFLUENT METER •• -....-i •-... .:•---.:..• ::::•• .:-. •'•••:.:'''.:::::::::::.: : ":,::-::'"':'•::''''''''''' -.... •:",:::::::: ... .,....:::-...:::::":.• ..]:::•: ..-: ..-:-.:----"--...--•. ..:•/,2.,- ..: ::::.:..::: ... •:- :. ..:.::.:::::: 1 ..,...,:„.i..::.::_:,'--. . , .,-.... , ....... . \ ... , .... . :.' VAULT (I MV) ‘ 4: ,.. .. ...... ---.... ...... .:: 1 ‘ ,,*.--'''''..':',.:* ...' *...\----: '''''-** .- -'..i-...- l'H': ** '4:,. ' --:::••"'''.:. :'..:::: •:' .: ' .:-... .-- ... . :.---'' .. :....,' ..::: ' : . ....• -.:,:.::::.:.:::-,....- ./ .:'.'' ..i.,..../A0,A,/,40..,.„..... ,,,,, -..,...,,..:.. .:.::,:... - 1 . -'.- '' .-..• '..- --- ..:::=::',-,;,. .- :..- PRIMARY -.: : ...' ....:... -... ....• '••.. / :-'-:• *... OP ,. ''!.''*.-.:::::... ,'''''.::::::- . .''''':':.:':,:'.': I, i::'::'::: - I.: .-'. I ..1 ../.1.1'.. ... CUkRIFIER 1 •••-•::' -•-•::•.::- •'•..; .::- . 2 BOUNDARIES APPLY TO '': '.•••••:-....,....."-,.. iIi!•••': ! .: .. . . !:- .. ....., .:V1 „:::.'.•••--:-.1::::,. :.:ii...:W: 1.:,::., :::....,. - :-.1::- ...." .,:-:' .... - •-....... -•-•,....:...... .....-::::::::•'..-:•••"•;::„:.....,. . . .. ... . . ... . . . . „.. • •• • . . .. -..-... ..: -.. -:::::.... ---..... :..... .... ....- ......:-.::::: - , . , . ... . .. „ . OPEN AREAS AND MUST 01°9;7 Ar 4 NOT EXTEND INTO BUSH ..,. ---.•:#e .... FILL-DISPOSAL 'k A / :.1..,4 AND TREE GROWTH AREAS. 4I1 ..... lir -'..".;:°"--...AREA, ... ::::.... •••••••. ••••• ••• . NO TREE OR BUSH CLEARING ' SEENOTE 4 11°- -- er- ..•,-1.4A 4 !-0 :.:•• .---- :::, . -::.: ____,..„.......,__., .. . .. . .. .. „ : .. TO BE UNDERTAKEN. SEE NOTE 4 ..... . .. n •. /I ' ' ' AREA 3 ...- 0, FILL DISPOSAL 7 ..:'''.' - 1 ,.-g L-, ,.. ...,.. ..: :: .:. . . :. PRIMARY : -if•••-••••-:..... '••••:-... ...•..- , '' • • . . • " . ... .. . 10/04° A FA 12 1 r'' A PrA W''' --'-- AREA, STAGING & 0'4 .1:.:::: .:::. :iii'•::::::•••••..::.:1:•••• .. ..:,:...-..,. .. ,-• :..!.: .:, CLARIFIER - .-•.. -.. „, .''1' ... . i, . ArtV400//14r.,..0 r ,,. ' 145 PARKING AREA, r ., .,,:i.../ :.:....t.:.:... f i i4 SEE NOTE 4 01.....:..&:,i ::. : . .. • • . . . • - • • • ' n \.::. FrAA•16- AREA 4" .,..,-..: :..: ....,.:...,...:. 0 :41 ...-.., ., .. ... . .. EMERGENCY re,..,y,,, ..-- : "1.1.1.:::i . .::::::„:.:::::::'::. AcTcEE%A bcuosNE.T..2cATto.&:s.ssHAcubmANTINTitt.i.i01). .sHTAILNL.G...„•.".:.. .i.:..,..:_.....::...- ,,. .,..,.:,.,..,:..E...-..,. ,........,.........:.:::.ii.,... „:........,.... :::..:.::,,. .,..,..........,..,,.........i:,::i ...,._:,,:: ... ...:,.:,,..: ,.. ACCESS---- N,, , 0/ 147 r,A, Ai ',...1.11,1.1.' ,:.: fl: ..:: I LE.:A.V.E:. EX.JSTING: ...L..0...C:K.....§:. .A.*:,.N.P.:..INSTA.L.::L....QyVN LOCK •-:,. , ,..,:::::..• ...- :: .. , ":.:).:--i, .. .,.,..::"..• r :.:,...... :,.., . . ...,..... . .... ..:...., :: ....,. .. :, . ... . ..., ,..... . :„ .. ,.. . .,... ... • • • "...:..,,....-..::. '..:' ...... .. . .. . ...... . . . ,. , . . ....... . , ,,.....i.:..:... ..... , ... . .. . .. ..... .. . . A ......................... 41 .::4•:. .: .0. , :.._ :..-.• .• :_--:_::• . .:•,..:.• .:.•:.. .••.• ,.••: .. ... . . . ..• , . . . . :.:''''... . . . . : : . : .....•,..••• • .„:..:. • .......•• . • • .,, . •.• .• .. ,. •.... •..... •....... .. ..... • ... .. •. •. ... . .. . . ,_.....,,,:,.. .......... ........ .,.,. . .. •..• •• —■•,• •..•' • . , ,.., ..,..,. .....„..:„":.::......i::::-::::,,,.,.,.,,, ....,11:..,.-',., ,...":1 , 16100... •MINIIMINN MININIMsl• s....... . '..-''L":'..'' 1" . .kl•, ..' ' • . .... y.:,t .. ,:- . ,',::-,.. •, : ,• .,.. ,. ,.. . . . ,,.,,, „.„,,, ::.:„ 741. 11.1"7.„'' """'. ..1.4.4-C:+1: r.. '.''„.„„1. ,.,. .,..,.,, :_. SEENOTE5,...!.. ...- --...:.i....• •:•:. '''''.: : : : : . . . .."..-. ...:::: .,-.:•.• .,- ••• -•••-•-• - --- IA. : - .,., :... .. ..-- :::-:::::: . -.• ....:.--..„:.:......... ...... ... ... .. . - ... .. . . ..:.....-- ... i..t•:: i.',I,-.- ..: -": ' -• , --. - ...:.. . n..„.",... _.... ,. . . . .. . ._ .... ..,.. .. .. . . ' .... . .'''''''':'-....:.. .: ,,,,-.1.,1. • .:: ki ..:,- .: ,..,...:: ,. ,.... ,, .: /......„,..,,... . 454 2,! .F.. :mNi:..,„„ _......,_ .:///).:,. 0/r/,.....//n., 1 ,..::.....,: - --- ‘..,...::1:i,.:: 1 , ... .....„.. ..„.:,.. ... ... . 42" FM . , .,.• N, • • • 'ti^..,,.., , ,,,, .. ..• • .• . .,..... ' . ....:.. .... . . ti...''L;;.,.! r. ... ,. . ..,. • .' .:.,.,.....:. i. ■:■,::: „' .,`..“'-...,.......:....... , . :. ...''... .. ... .....' .' - •'-' .. • ( /440A01 \,is' ' ' i':‘'i :...., :.:;•,:.:r.:':',.',.,::::::' :..f.' ADMINISTRATION--.... ..-• •-::•--:.......::•.; .::. . ., . .. A 4..• I :::1. :::: ---, :- .,.„..., • : .-.•... ..• .. ..,..„.... .. .. . . . .i ...„;:t; .;:i. . . .-• ' I .,- .. .....:........ ... 44 ..; r•,:,..1 , 1.)-r;:..:;:::,i, •::.*ACC. SS W/ NEW.PONSTRUCTION..::•':.. '.:'•-•l'••• ...--:::::::::::' .."....-:„...,. "-...:::::::.::,•:.:;:..... .,.-:::::... ....'.::::,......- ,.,:.i:.:... ..„:::•••!•:..-•-• .. ...• ....:-...- I- ApAdit . ,_. -4# Aril .-.- • . 0, -:: : GATE.AND CULVERT .,.. . ,. .. ....-...: ;„•-•.--:. DIGESTER . ."' 1 leA/ FILI:,ADISEAPO5S,,DISPOSAL ...,0.72 ,,... 747:0, I :., .i.:.,... .i,:,.:\:.:..)..,. ...,,,..,..-._,.:.:...,..,...‘‘..:...:,..i..:,.,..:,..........,..,..::„... ..::::..:. :. .i.i..i.s..":,::,..:.,,:.,:.:,,i.,:::.:.,:.::::.:,...,_...,..• „:".:. .::,, . . Ar Ar ...-Ar Ale- .....0vig -...1:;: :.n .•:::, .:.: '..:.1:...1:*::.,. . . COMPLEX DIGESTER . -s" • ' ',...1.... /0(00..._„AREA, STAGING 1 q.11.: :,l- .,.... :i,....:::: •,.,...- -..., .,... ... -. . ..,......:::••••••..:;:.. ....:,„::. ..,...„...• NO 2 ...:•-."----.•-••••:-... -"•••-. ../. 010 & PARKING AREA,....e ,,,:11,!:::i..'... I! , \•••*- •.:-, ',.: -;:-, :: :::.... --. ,.,:.;_, ....:. n, :,...:.....::., :... .... .. ,...:.., ' '•:-- ---, -i :, I OfriAj .„, -... .. : . SEE NOTE-4- 4,::.:,:4 -. - :.:•::: -..: •. .. „.... .,.:... .: ...:::-.: . ..-- ....-• ....... , ..,, .. ..., ., C -..„.-.::-... .•• :....::: a) ----MAXIIVIUM LIMIT.OF -H:L. ... - I- ...•410 ..... , :::::.: .....•• :.:•,..:; 1.--:•: N'\' ::-....; \ ..,..:...: :-.......:, -.,,L. -v.. ....,i..:- :.,.: ..... . :..:.:,,.... .,:. ..........:...:., . .. , . .,... -0. . . . -.., : .,..•• : . , : .... • EXCAVATION (IPS) ii •'.. •:: •••:-...................,.......-- ..... , . 4,..: : ., . .. .: : . .... .... .. ,..,.. ..._ . •... ..:. ... .., O SEE GBR..QWG, GE3R78 „.... ... .......:...... ./ ..• z)""..... j „ . .,....::. : -,...: :. x.,,,, .•.,.•:. ‘,...:.......:, /4\\\* .. •••• ' s.::: : :::::.,..\\• . , :.,..:.::..: o :: • ::. ::,.. . •:••-':::::--44•: •••••-•••:i::-.\ •••-.... ..... ........-‘.:•::•:•-: .....--•::.... ..,:::•• ...- ' .:.:: ....i::.,..... ...:.....-...:: „ ...:.•„ P •1111.. ..,.: :: • : .:.: k..., .:. :,:. -.... .. .... .. . ..••-..:.:::.. -...-...-:.... .:,..., .. : ,_ ■ - - "-:-- --, , - ,,,,, , _:::..„ ..:- _... ,.._..... 2...:.::.. .. ..., .., ..::: :: . .....:-..... .,,,,, .. .,,,: ... ...:::::...; .... ..„.. ..,.: .,,i ---•--— .''C :.'--- '.:,.- •..-. \.'":,:-•- ': •• ...-i'...;....:..:::-.., -.-:::::.:: ; , j.':. ..• .: :..: •.:,..:: .-. C:) . / 'NM '--.-.:. BI• ',I.T.*- E." ',1CB) \\s .,, ,..., .:.,-.: ...., • , ,..:: . .. .. ..- : : .....,,..:.., .,., a) :. .. ..... ,,:...... ....... ..--- - (d- ,....:-::.-:,----. ::•-•:. ..... ' - • -- 0 /' NOTE: c ... ... ... 1' ... N'e ::•. .. ••' ....---•-:.:::. ....„:::. ----•---.:. --- •- •- . .:.:•:•••• -::'•::.: •---: - - SW85MA..VE--.::: ..,.. "•:••:::............::•..:::::::::::.•:::...--- -.."--..; „::::' *•-.., :.. .......-11,..::... ...••••-:..,..--", -•. ... .i....,: -•. ) -........ -- -.:_! „... . .,.. .„. ,.. -u)- 1. CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITY WITHIN THESE BOUNDARIES. A MAXIMUM WIDTH OF 110 FEET IS ,:.. .... ..:.. .,. . ..,... a) ----- ' 77.• •_,. ..•,'1.N FLUENT:.' NI '''.:::::::: ..:::i•"' '•:" .i.::'- L.- -- - -.... --L..- ' ' '''s -..-.. - -,-EXTENSION ' .. ""*".'... -::-.:i.'::: .' : .:::- .--' O ::,.... ........ ---. ...--- ... -... ..: ..- ... ALLOWED FOR EXCAVATION AND SIDE CASTING (SEE SPECIFICATION 01570). FOR MACHINERY, VEHICLE AND PIPE LAYING 05 „.....:, .,...... • -- ' PUMP MI low ..; ..- .::.: ..:::::: (BY OTHERS) ::,..:::::. •••:..... --...,:..............::-• .::•• ... ...... .... .. EL , . -.--' ... . .. H"..-: ' " '..'.- *. . „..,. ..,.:. ..,., ACCESS WITHIN THE WETLAND, THE CONTRACTOR SHALL NOT EXCAVATE OR CLEAR THE GROUND OF VEGETATION IN I . STTION- ' - - ----•-•--- -:-./..... : .....-••• ....-- • - ',.ili ... ..:... ' ••:'' .,..::::::::: .. •••*. .„ ACCORDANCE WITH CONDITION OF PERMIT. REFER ALSO TO TEMPORARY EROSION CONTROL DRAWINGS 000-C-075 TO P . (IPS) . .. . 13 :. --.. :.:.:::::. „00)- —• .....-./ ......: . ..- : ::• •• • •••• . ' 000-C-079 AND LANDSCAPING BRA A ■ GS IIO-L-010 TO 00I-L-017 co . . . Li. .... EI -._ i:::i:. ,.. .::,.,. .,... . ., H. ., : :. A/ ''.. .:- .-.....' .-:''''''. ''' '-':. .:' :' -. .. . . .„................- ..„. . .. ., : 2. CONTRACTOR SHALL USE AREA 1 FIRST FOR DISPOSAL OF EXCESS EXCAVATION MATERIAL BY CONSTRUCTING BERM AS (a •:-..... •: '::: :: , ...:' i E ' : •••••,... - . . . ..... .. . INDICATED. AT THE CONTRACTOR'S OPTION,AREAS 3, 4 AND 5 CAN BE USED AS SECONDARY AREAS FOR DISPOSAL OF -E . : : , ,i:, ':-: , EXCESSEXCAVATION MATERIAL. CONTRACTOR SHALL COORDINATE HIS USE OF AREAS 3, 4 AND 5 AMONG ALLOWABLE 0 2-727. („,............----INFLUENT-... .:::::. : :.:::: :::b -:: :' :.-, i : '::,- ' ..- , '..., - USES INCLUDING FILL (EXCESS EXCAVATION MATERIAL) DISPOSAL, STAGING, PARKING AND EXCAVATED MATERIAL RS PIPE . ----- SPLITTER „: ..-.. . : .. :. , .:. -....:. ....:. .: . .... .... . - SEPARATION AND STOCKPILING. IF ULTIMATELY USED BY THE CONTRACTOR FOR DISPOSAL OF EXCESS EXCAVATION -(c) . . BOX (ISB).. ..-. LIMIT OF CONSTRUCTION , MATERIAL,AREA 3, 4 AND 5 SHALL BE USED IN THE FOLLOWING ORDER AND MANNER:AREAS 3 AND 4 SHALL BE USED rn -:.' •.' !I ...a, ..-••••:::•::•' ---'-:.... : ' ACTIVITY WITHIN WETLAND ......) ...,.. ..,.:: :'-' .•.. ....../ ...:::::- •...- L 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 J ,.4, _., .::'." .--. -:-.... BOUNDARY FOR 84" RS :,...- '-''.- ..i..- „:....:2.::::.- ... ,....- ,......,,,..... 60" RS : -.3/4%. ..-: . ... . . .. ... . AREA FINISHED TO A UNIFORM SURFACE AND GENERALLY GRADED SLOPING WEST TO EAST AND NORTH TO SOUTH; AND, ---- - • ---' - -- ' "•••l' SEE NOTE lr':-...- :. -•-• '.-- g LEGEND ... .••:-.-.... .•• PIPE .-.-.. -...suir .....: , - .... :: ....-. ..... -.„ .: .. .. ......, ..... - "--.• ••• -i --- --- - •• . .... AFTER USE OF AREAS 3 AND 4,AREA 5 CAN BE FILLED TO A DEPTH OF 1 FOOT. 1 , :- : 414...., - 6 • ;..• .- - --•:..•• ::-• •i:, ' . .,. : . - . „.... ............................ I . .... . .. _.. . . . ... .:"_. .... •' .....: -..,..,..,.. .... ........ .. . as 0 _ _ _ , MAXIMUM LIMIT OF .... , •...N.,,,,,-,..----:......•.•...i",!....;-::: •••"::.::..•.-•..••••.............:.:..:-... :.- 3. THE 0 ER WI LEAR i •I FOO TY IDE A' . ROM g'E FE :Y JUNE 1ST, 2005 AND MAINTAIN SAID AREA UNTIL 0 EXCAVATION (IPS) \*1 I ...-- ..........- ... ......,„ • 0) .,,...,._ _ .,...s-: .:.-: ....,,_.,,.......... ..:..:,...::.:,.. ...„„.. .-.-_,..,........:,..;..:......‘.:.=:::-.............„.:.:............::..i...„..................................:::::: .... ,. :;, .:;::':•; ::•''''''''''''''I'•1-'::7--- THE BERM CONTRACTOR DESIRES DCET0SIRREsSHATLHLISAApRpLEyATFoOpRsHoliSLAONPDERASETEIODNTSH.EWEHNETNRCE06NoTFIRA00CTTOwRIDHEAASRCEOAMINPALEcTcEODRCDOANNoSTERwUCTTHIOsNpEOCF Co -:':•''''''''').- '"44,,, . ••••''''' .::::::: .:' .--/ .:::• ...-..-/ ...::••.:::••'. .. /..../ — - — - - LIMIT OF CONSTRUCTION ACTIVITY :' .:' „ -.. :-.. •-•...-: - •t. .- - . ......-- ' ..... . ' . ::: •::•'-• i :;-...i.:.i :• IPS:::.-:::.:': ...: ....-:::--...::•...• ....•::::••• :•• .. .,..... 0 • I S • G- -• MIXTUR - •A i 0 0 e. -#-NI. .P.." I : ..- 1,.,,...'' :. .::::-' :Z ' -./ ' ....„..,....•• .../ :- . .:... : ,... I WITHIN WETLAND BOUNDARY . .. , : - .: :•.••-,...• -•-'..,..--..2.•.:•:;.:"•• .„:.:•:'•.../ „:.•••:.:::'. -iii -,,, :...: 1--•-- -•.• ---•' I ' • •'-' ,..,.....-c) ...• ....--• ' *...,:-.. :: ,.:• .::•• ,:•; ..- .,.. .... ........ . ...:.. . ..,...... . . . .. ......... .:::,..r... .. ...:.... .• . , ...„: .. .... .: .....• .., .....- . ... , , ..„;...... :.:: ,.: .:•::... 4. UPON COMPLETION OF THE WORK, OR UPON COMPLETION OF HIS ACTIVITIES IN AREAS 2, 3, 4 AND/OR 5, CONTRACTOR :,..:•-•.•:•-i ....: •-•-• *.•-.....:. ,---•::•.,.... i• ....-• ::i:, : ■ .-- ..-• :.::::::::..,,.•:::........„..-:...::::::.::: .:-..... .: ..:: ..,-....:... - ............ ..... ....• :" . . ... . ... z — --on- - PROPOSED ::....-:.::::::.,.....,:•:T.-. ..::....: :-:• ....... .... . ............... ....,.....:,.. ... ....„. .....::. ... .,....::....: - --:::- ..,;.. .:: ...• ........ „ ....:.... . ..... . .., ... .. .... .„ .. SHALL FINAL GRADE HIS WORK AREAS AND SHALL APPLY TOPSOIL AND SEED IN K1 HAUL ROUTES . .,„ :..4.!...;.::: •:::: -..:...,.......::... :..-:, .. ,.. .„,::.•....• .;::!•:_:.--;-......- ..:..-..::•.-...::.:..-.,-.,..:::::::-• LL .. :: ..-: . .....- ..,...- ACCORDANCE WITH SECTION 02930-SEEDING SEED MIXTURE = OAK WOODLAND (i) ..... . .... 84" Rs : .• . 4...,„L -,‘ '.. - ,.. -:..., -•., ... ,./ ..::••-•,-•. \cs,Cck„D PROF -...' '' ''''. ''' '''' ij:•••17....::: 1....-..-'1.-:: :•.i. •L'M:H 1. • ...:*'?"... :: .71:• ::::::-:,:: ....,...,:r.: I" , . , ....;. .. ..- ,.,:- ....• ._. : .:..„ •:-•:: :. : ....... „•„ .. •.....„ .,:.:_. ... .:::..- „ ' S - " . •Ii, .„... , .,...:,,..; ., ......,. ..., ...•.• ..::. . .... ...., 5. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION FENCE TO PROTECT . ..-) 40 IN.* tr, 2 . 4/ 4 (.) . .. •• - , . .:. PEDESTRIANS ACCESSING CITY OF TIGARD'S TRAIL SYSTEM. EXTENT OF 44..../ .... - ...........„ TEMPORARY FENCE SHALL BE FROM THE PLANT ADMINSTIWION BUILDING gz: . 74902P r--- 6 .•,,. ... .: . : ---: •, •::...- ....,:.:...".,...•• .., ,:,:-..:..,::::: ..., ..:„: 9 it. 90'-0" •-• • ,,, , :: .: - .... .- .--- -•:•-•••,:- ..:, ,...:.- : .:.:, 90'-0" --,. ::: is. ....--/ .-- ....„-/ . ../ .. .:- ,.: ::: : --: :::::..:::::]:::. ..,...:: •• ...:::-,...::::,:„.:::- ..,..,..: - .,,.., SIDEWALK TO THE SOUTH (CONNECTING TO THE ASPHALT PEDESTRIAN PATH ... ll . ...: .....- . •• :-•- ' •:-•':'•'''•:••'' •• ' ••.-••'"' ••'.' -'•-••'.."•" ::'• •::.•''''-' MAXIMUM LIMIT OF ::. ,...„.., ::: ....fr.... ..:: ....i..;:.....,... ......,,,.:::::. TO COOK PARK) PAST CONTRACTORS WORK AREAALONG THE EXTENSION OF LA c 6., r-L- Itr . . . . . . : : ': : HI:, ...- :: ' ..::::...--. ::::-:_i:...::::' .:-.... • ...EX C.AVATION (MH 1) .... . .::, . , . ... .., :.......... ....,......:.. ......„...:.,. :.. ... i•: ....: ...•:-::: ':::-•-• .::::::•.:•:-•::-• ..:-.::ii:::::::: ..:•:-• ....,-- . ... .. ..... . ....... .. .... ...: .i.... ..:,... ..-.. .,..:,.•:::.. ...::...:., :::. ..,...... 85TH AVE. PAIN Kix\ U•) MH 11722 EXPIRES: 6-30-05 r... 41 SCALE WARNING SUBMITTED BY GENERAL SHEET: OF o 2 u, 0 % 1 DESIGNED K KAI ( ) ) M INIFI DURHAM FACILITY SITE PLAN, DWG: 000—G-004 1 mmEM I (PROJECT MANAGER'S NAME) LICENSE NO. DATE 6 IN ASSOCIATION WITH: CleanVgater Services CONTRACTOR'S SITE ACCESS z 1" = 100' IF THIS BAR DOES DRAWN K KAI PHASE 4 EXPANSION NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 10-MAY-2005 Our commitment is clear. ..I:9), A t s, 05/11/05 K MI ADDED AREA NUMBER AND REVISED NOTES. AND STAGING AREAS 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 .. . . ... ..•-• '.. . •.. ... ,.. .„. . . .. ... . . . -... ... . . .„.. .. .. . •• . SURGE BASIN 1 . : • •••......... •. .. cf) .• . . . ... . . . . , , . • . . .. •... .....,-....-. .-.. . .., ......:..: - : ..: ....•• ...• ..•.„.. 4 . 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' •: . -. ....: •••••••....... - I 66" - • •• : .,.. :*. -•4 /..:••/.....::::::::::":.::.::::::' .•s.•._:.:::::.....::::::::::;.:-' -. - .: ----• •-•,- - - • LOWER . . .4 .. .• NEW 60" RS • .:-. ...H., •:•. ; --'li ••; .••• '•:•••••.•i:'*'•••.•-. ,-;..:.••••:.* ,it:.-••-•:' TUALATIN , ''. " ' ' 1.•-•--": : ' lt" ::::' ,.' .::::'-.. ,••:'•..:',...::::::,s,:-.••' -•-•• ..---.* NEW: .MH 1 ..:::.:w ,'.,.-:),.:•...-•..•,y;,..,,, ..... '30„ INTERCEPTOR 4....- -•,.., NEW : . ' ::--::ell''. ::: ii.i. '. :01.-:::•-• ' --•:::. ; : ./...-::::::;!:',.-:40"•••:::. ..' ...::-,'• .: :.... [.::$•:.:.'' i.60,: : . •:....:1:•-:.. -.,:,..,. .::::::::.::...-.:::: : ....::::..2. .:.,.,..••.-•-' ...• . ... ..:. MH 11722 . . a . 42" ) . . 17 . "Ob. ... : . . .. . . . FANNO CREEK - ... ... .. . . . ... ... . Lc" . : ...• - . -----...., c:) I • . • • : .....,. ., „,,. :•• ...:. o ,. . ... ...: . 42" sr : ::. 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'.......,:-..:•::• ..•- : : •.:-• TUALATIN RIVER - - co -:-... .... 2.......:........... , ... . • „ cu • .. - . 0 ••••••-' '•••- • -.....•••:':---: . .• • - .. . ... -----,- cli •• : :- ' 0_ 1 4% 400Ir SIPHON: 6- . 10" 14" & 16" a: u. -- 67 El .cE: 7.-----,' 0 0) a) o cc) to DIVERSION L._1 STRUCTURE a) 0 LOWER TUALATIN I INTERCEPTOR Iii. • Mil c co 4) 0 -(0 PR OF 4.) 7. ....40 Ni, A l a. c.3 47 4% ip 1.4.., z *FOR INFORMATION ONLY, NOT IN THIS CONTRACT. i:,, .. 74902P r-- • ... A ii . V 71 .VP. to!: .. c•101 \,.. 'SS' ';`IN Kik\ EXPIRES: 6-30-05 _ In f•-• SUBMITTED BY in SCALE WARNING ---„,-..* GENERAL SHEET: OF o cn ii) 0 I DESIGNED K MI ( ) ) M VV H , DURHAM FACILITY PLANT INTERCEPTOR DWG: 000-G-005 I - I (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: b z NONE IF THIS BAR DOES DRAWN K KAI CleanWater Services PHASE 4 EXPANSION SEWER SCHEMATIC ..fa NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL • Our commitment is clear. DATE: 23-FEB-2005 0 --) THEN DRAWING IS J BERGEN ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 ...................................................................................................................................................................._.............................................................................. .................................................................................. - - — - — - — - — - —TO PC-5&PC-6 N.- �? I I (FUTURE ) INFLUENT SAMPLER I T T T SLIDE'GATE o N El (TYP)I POLYMER (OPT) ' n. 1 0 - - - - J TO FUTURE AERATION ,e-- °S` ; ._,-1. BASIN 5 PE \ " " HEADWORKS ' PRIMARY w t I 10-0 WIDE EFFLUENT MIXED LIQUOR a RECTANGULAR EFFLUENT PUMPING STRUCTURE I t I CONDUIT RECYCLE PUMP o STATION ,t CI--- I MLSSR GRIT I ` FROM rt - - - FUTURE BASIN ' I LIME �ALUM OPT I PC-5+ -•— " __EFFLUENT ( ) ; ;t JUNCTION I ' PC-6 VFAICEN " "BOX €'48 „ ; , ` c�� ,11 tt �, FROM FUTURE ._ ' I 84 . AERATION == AERATION BASIN ;t ii 1 ;i -'?` —J tomZ ...,._�...............` L BAST N NQ 4°: °° z; \ VFA ._ ,,,L ; PRIMARY I , �; ;i ; �� �` i .. 4','. `'ate •V 2 3 ~ _; I I CLARIFIER t ;_ ;::.....t��:: " l �:�.. S L. `• 1, `._.do `l t '` 48" NO.4 \ t ;_ BASE FLOW „ ;_ .;~. _ _... _.. °?' i ;:' HEADWORKS ,._.._.. .� , \ rG w 1. 4. 5. \... _° \....,,: _ \ tt ■ RAS SECONDARY it ti __ PUMP CLARIFIER ;; i �. ;; t; 4 i; WET WEATHER MECHANICAL '"t SCREEN FACILITY SCREEN TYP 1 ;' ti (FUTURE) 1._.. .�....,,,a._.. ,,..„....._. .......,.. �..__,_..... FM ii NO. 1 NO. 2 ; NO. 3 ;_ MIXED LIQUOR ” II N0.4 \ ,\ RAS ..m- ;�„ �;3.,� .,tip �.::: I GQ CO ga 5x pi AIR ..,_.,, , :_'•' AIR c(.0 A I _ _ _ _ RAS SEPTAGE ` t © 3 l ` : 0 � - \ �' h �' ti tc ' FE I SAMPLER w ., I a I HEADWORKS ' ANAEROBIC RECYCLE OH/1 Q INFLUENT t AR PUMP,TYP ; 0 co co UPWELLS I `. SECONDARY } / . / X _ __ CLARIFIER © �• o co=' d' 3 I 1 ; SEPTAGE ♦ ♦ t. VFA �,.' t ;j RECEIVING ,� ;,,._,ti. , RAS INFLUENT I t= �" ■ ; x \ I METER VAULT t �; , MLSSR ;,� Q' '-;�a I t= LIME ;,: 4 `�...`,.r_..; t u. a I ii i .. _ RAS ``\. � • \ �` l.. .., \t,. \i,. ;i.�\:1 �V"'1 `may" I t; \ , •■�.+ ' ,,,tiff`a `\\\ �`t D „ ,\ I LIME ; PUMP O A N 1= AERATION t MIXED LIQUOR : \ BASIN NO. 3 EF I PRIMARY FLOW I —_ - -N— '-'---•--'- \ t,,. '.,.. ,.. y t SPLITTER STRUCTURE CO =' I \ii ♦ • t MIXED LIQUOR \�' ' © © (TO BE DEMOLISHED) X RECYCLE PUMP, TYP ;; ""' I EXCESS FLOW 48" EXCESS FLOW TO SURGE BASINS 't FLOW gl I PRIMARY \ w DIVERSION RAS tt '\LARIFIER EFFLUENT \ �- �. QUALIZATION C „\ STRUCTURE ' 42" NO 3 ? HEADBOX w ; ,.. �., ,.., ; �� RETURN • i1 \' AERATION ♦ ♦ ♦ _ .: t PRIMARY BASIN NQ. 2 _'�..,; ':; ``�•A _, ., CLARIFIER , \ I ; MIXED LIQUOR .........LL.: NO. 2 __.,.. .�:�.,;, t,:..�-;:.:-, 1 SE SEE DWG 000-G-006B ' '"� " FOR CONTINUATION N �'... �` , 4. I ., : \ .../1 : *i ": fis* : C J ;t a; ` RAS ,.; : \: , ; ,,t., ,...__.,C;..___. RAS , cQ '_. ; , VFA ��. a co N I ;t `� _,.. `' >:` SECONDARY �.. 0 o •cI ?; °� r r RAW o • 0 0 ';' a ,. '`' FE •, : - 1\,...1 . o ca r ;t --..},:.. :k.:•::.:-�.� 4- ';,. CLARIFIER o I o CL o SEWAGE W W a W R' I " ;t MLSSR 2 o d d� d S Cl. �� © PHASE 4 0 0 0 42" 42" PRIMARY INFLUENT t ; rn EXPANSION ' 0 0 o PUMPS 0 °o ; PE -- ��, is � � '�' •;\ WAS a. r r r r r r � ti 4-,.� , � ,` � ,��..: ■ ♦ ♦ ♦ ♦ ♦ ♦ I =.. ,` INFLUENT AR ~`` ,; 0 © © ` © © , © - © , „» 42 PRIMARY 11„ C �\ t RAS \.•' t RAW SEWAGE ~+ ,`� RAS RAS:7-7:/WAS co WETWELL B WETWELLA "�` 2-' PUMP _ WETWELLS " , AR WAS I \ RAS ; �:' 0 I a CO L. ; `i _I I I RAS 1 \ as INFLUENT SPLITTER BOX PRIMARY MLSSR \ -E I I \ CLARIFIER VFA—t—/� ,_ ..�� :' `,r ;� = NO. 1 .�. - _,).._. �` 'k SE In �' `, MIXED LIQUOR----7 ;I u � •;.'. • , , , 1 I CLARIFIER 0 El --- LEGEND: SECONDARY �� I I AERATION ._,..\ H BASIN NO. 1 " , `� :',\,.) a 1 °' UPPER TUALATIN _' ` ''7:_: ' .. FANNO CREEK, © p U INTERCEPTOR LOWER TUALATIN NEW(PHASE 4 EXPANSION) �� 4 - ' y INTERCEPTOR W I I Q $9 PROFF _ o I I EXISTING -j`�i' p IN*, f/ ct---"Ji' -C. 4;4902P r- ."40 '4. SAMPLER LOCATIONS U. 6. 4 4.1' 13 '7°) P4 IN K N\ EXPIRES: 6-30-05 In N. o SCALE WARNING SUBMITTE co r, 0 1 DESIGNED K KAI �� GENERAL SHEET: OF W o � DURHAM FACILITY LIQUID PROCESS DWG: 660-G-006A r 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE o IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION NONE INOT MEASURE 1" DRAWN K KAI SQUIER ASSOCIATES- ENSR INTERNATIONAL SCHEMATIC-1 DATE: il-APR-2005 Our commitment is clear. THEN DRA!! ............CHECKED JBERG.I IS ! .... ! ....................................Y DE SCRIPTION NOT TO N (COMPANY OFFICER'S NAME) LICENSE N?....................DATE ARCIPROJECT NO.:------- ........................................_............................................................ ... / 0 SEE DWG 000-G-006A Lb FOR CONTINUATION 48" EXCESS FLOW ,- ---: ,/ a —el.- 48" EXCESS FLOW 0 CV -ir•- a 48" FROM SECONDARY CLARIFIER SURGE NO. 4 J BASIN NO. 1 .ca 1' WET WEATHER � OUTFACE _ SAMPLER / ...----- 42" OVERFLOW —..- II SURGE — " `i g �� g BASIN 7 � FLAP �...�� I I / NO. 2 SECONDARY OVERFLOW GATE 8" CLARIFIER E REUSE CLEARWELL WEIR- / .3.-.--.. \ 1 NO. 3 REUSE / : - - - LOW PHOSPHORUS CHANNEL WETWELL - - REUSE CHANNEL „ _ 24" FLOW EQUALIZATION LINE 12ff FILTER (TYP) � � -�•� �.. 20" TYP 4 20 ( } r TO REUSE ,.�„ii 't' NO.13 ' NO.12 ' N0.11 '� N0.10 NO. 9 36WWD �� � 60 _ ! 30" FILTER 30" FLOW k � INFLUENT (TYP) '� ��� :� EQUALIZATION 7., _ - - - X OUTFALL ( --:\- \ 12_ � - - - - - - _ --- � EXCESS .�'"IL FE FE - _ FE _ FE - FE� .- � r : -: FLOW I I -- — BACKWASH 7.2.100.0 WETWELL BASIN g 18 i J-1- - -- - z 36WWD 12►f FANN0 7 FE i T _ 1 CREEK 101.‘48" EXCESS FLOW OVERFLOW _ _ 7 • WEIR..-- � � I I A BACKWASH � 18"_ SURFACE WASH 0 -..— FILTER INFLUENT FLUME N N 48" SECONDARY = I - -•-- AND NPW SEE DWG 000-G-006A EFFLUENT i I WETWELL _ ' FOR CONTINUATION 0 • CL2 ANALYZER - -r- �`'- BACKWASH & SURGE ��� SCUM i _J • SKIMMER ORP ANALYZER �� ---•- I I BASIN DRAIN SAMPLER f�) CHLORINE CONTACT BASIN NO. 3 � r■li H YPOCHLORITE FILTER (TYP) ►� �'I _ -ll INJECTOR/MIXER TYP FE I I,,,�, - _..... FLOCCULATION i I H 1 ' NO. 8 - NOTE: ,I �� x'11, _'"'-`�ZONE (TYP) _ � -*- ( SECONDARY ; -'~ SCUM FROM CHLORINE CONTACT EFFLUENT FLOW EP ' L _ _.. _� I -•-- BASIN FLOWS TO PLANT DRAIN DISTRIBUTION f1 It _ I_ 30" FILTER STRUCTURE I I I INFLUENT � SYSTEM.• E1 It i - CHEMICAL CLARIFIER NO. 3 (TYP) 11 - CHEMICAL �', _ �. - �� ����� FE NO. 7 INJECTOR/MIXER (TYP) i l'I' — -..- I,' ,/ -�.- --I LOW `� ll����i.�����f��/%I � PHOSPHORUS A I _ I►�i 20 (TYP)--,� , N 36WWD '``� I r �f /. J CLEARWELL //4___ wi - FLOATING —"'" TUBE SETTLERS ( 1 = SB I F E -•- BAFFLE (TYP) 11-- I I NO. 6 CHEMICAL c 1 I I -..- ""'— ``DECHLORINATION 7 SECONDARY CLAIRIFER `, - : CHEMICAL CLARIFIER NO 2 I STRUCTURE CLARIFIER INFLUENT CHANNELS i''L - �. _#-- - f� T� C I.) L - -.- l..- I �'- _ OVERFLOW FE FE v0• -*-- WEIR 84" WET WEATHER OUTFALL C.o 42" SECONDARY _ =..- - FE E L ORP I I N0. 5 mid EFFLUENT `y, _ _.. ANALYZER - k, 0 H "- I CHLORINE CONTACT • ►� I o cs o 0 �1�Oi•.•i�iliii-ii �1�.a 1111 i., i!1!1�1�..► A ;��.�lili/;li/�lClili.;lilil�i►pil�ly 1 AL=1./-1.11=/•/V1.1•.=17 ' Y/-1•.-/ $.11/.//..11//.A.1//11111/�•11=1 •/-/-. • .-/=1-/-/•.-, .•/-/-/' ../•/-/-/-/. .1-11.1.1./-/-, N 0 R MAL EFFLUENT .-.=a=..a-a..=a-... h-1=0/-1-OA vAvAvi-/V1-.-1-1-1.0/'/0.1./•/1 4 4 8" FILTER CLOSED '° a) vAvAvo00,,v,vAvAvayo. v,fVll 1�� 1711. . 1 1.1.1.1.1-1.1.1-1=1•/=1. I 3 0 FILTER FLOW SAMPLER ,,. •.•.•.-.-.•.•.•.•.•1.1=� �._<� o ■ EFFLUENT - �_►�_ _ ---..,..----------------------- --- INFLUENT (TYP) —I�. r1•1•1•AYAYA•11/-1./•1./ ■►�4 7 1-1-I 1.1.1=1-111.1.1-1=1 1•.•1.1.1.1.1-1=1•.•1.1.1.1.1-1-1.1.1-1.1=1•/ N ;1.1.1-.•1.1-1-/Y1-.•1-: :1•.•.....1 ; ►va•�•A•j_�_►J•A•�•A•�-A-A'1.171.01.111v/v1.1►1.1.�•1•A•lt•A.�.j F E FILTER (TYP) 66" OUTFALL 5 •1-1.1.1-1-/•/1-/-1 1•' _ vJ .1./-/-..1.1-1.`.1.1.1-' D �" N 0. 4 a ►'.� BASIN NO.2 �! I' 60"•f� CL2 -•.-- - _ 60 OUTFALL .Ni.k..., ,i .ate ANALYZER u_ ll -= — SCUM SKIMMER FE = 11 sli --5. #\. I I �� _ - F E CO " - CHEMICAL CLARIFIER NO. 1 -) --1...- I NO. 2 41. a0 " w 66" OUTFALL Ira SECONDARY Q1- �" —` J N _ i N _ __ =... .) H �''..= FE , CLARIFIER Itri ��_ � -•-- NQ. 1 ___ 0 NO. 1 ADJUSTABLE � l - ------ STOP PLATE TYP � ` a ( ) CHLORINE CONTACT � � T U A L A T I N R I V E R � � 0 PROF ._, ORP ANALYZER _ _ z - _ vC 74902P c-' ai BASIN N O.1 - - -- .^____ II CL2 ANALYZER i ' ' ' 2�4� SCUM SKIMMERS k 13, in EXPIRES: 6-30-05 r--- SCALE WARNING SUBMITTED BY Lo 0 14 1 DESIGNED HDR � GENERAL SHEET: OF IN H � DURHAM FACILITY LIQUID PROCESS DWG: 000-G-006B o (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: Cl ean Tat' S eances z NONE IF THIS BAR DOES DRAWN HDR PHASE 4 EXPANSION SCHEMATIC-2 .in NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. DATE; 'I -APR-2005 -) THEN DRAWING IS 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 c, FLOWS AND LOADINGS FLOWS AND LOADINGS WATER QUALITY CRITERIA `1,,' 08 ci wm WET SEASON DESIGN CRITERIA 2015 (1) 2020 (2) BUILD-OUT (2) DRY SEASON DESIGN CRITERIA 2015 TUALATIN RIVER DISCHARGE AVERAGES LL. c)) LOW FLOW PERIOD CRITERIA [A] MONTHLY WEEKLY DAILY NOTES c\J FLOW (MGD) FLOW (MGD) AVERAGE DAY 35.2 (3) (3) AVERAGE DAY 27.2 CBOD5 (LBS/DAY) 830 1300 1900 [C, D & E] MAXIMUM MONTH 48.2 MAXIMUM MONTH 33.7 as TSS (LBS/DAY) 830 1300 1900 [C, D & E] 0 MAXIMUM DAY 84 95 149 MAXIMUM DAY 48.8 TOTAL PHOSPHORUS (MEDIAN MGIL) 0.11 N/A N/A PEAK HOUR 105 121 193 AMMONIA- NITROGEN (LBS/DAY) N/A [F] N/A a. MAXIMUM FLOW TO 84 BOD5 LOADING E. COLI (MOO ML) 126 N/A 406 SECONDARY TREATMENT AVERAGE DAY TOTAL RESIDUAL CHLORINE (MGIL) 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 NIA < 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 lti MAXIMUM MONTH MAXIMUM DAY HIGH FLOW PERIOD CRITERIA [B] MONTHLY WEEKLY DAILY NOTES 1 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] Cl) MAXIMUM DAY TSS (LBS/DAY) 3500 5300 7000 [C, D & E] n 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 (LBID) 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 107 LOAD (LB/D) 75,400 LOAD (LB/D) 129,000 REUSE CONCENTRATION (MG/L) 188 CONCENTRATION (MG/L) 317 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 (LBID) 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 CONCENTRATION (MG/L) 8.7 NOTES (1) PER PHASE 3 & 1999 FACILITY PLAN AMMONIA- NITROGEN LOADING AVERAGE DAY (2) ANNUAL FLOW PROJECTIONS PER TM-1, BODR FOR PHASE 4 LOAD (LB/D) 4,100 FLOW SCENARIO BO2P CONCENTRATION (MG/L) 18.1 MAXIMUM MONTH (3) BASE WASTEWATER FLOWS OF 25.4 MGD FOR 2020 AND LOAD (LB/D) 4,500 51.4 MGD FOR BUILDOUT WERE DETERMINED BY THE CONCENTRATION (MG/L) 16.0 BASIS OF DESIGN REPORT FOR THE PHASE 4 PROJECT. MAXIMUM DAY LOAD (LBID) 7,000 CONCENTRATION (MG/L) 17.3 ALKALINITY AVERAGE DAY CONCENTRATION (MG/L) 143 cmc GENERAL NOTES c 0c 8 A. LOW FLOW PERIOD BEGINS THE EARLIER OF A) THE FIRST DAY AFTER APRIL 30 WHEN 8 THE SEVEN-CONSECUTIVE-DAY MEDIAN OF DAILY MEAN FLOW MEASURED AT THE 0cL FARMINGTON GAUGE IS LESS THAN 250 CFS OR B) JULY 1. (1 B. HIGH FLOW PERIOD LIMITS APPLY BEGINNING THE EARLIER OF A)THE FIRST DAY AFTER -6 SEPTEMBER 30 WHEN THE SEVEN-CONSECUTIVE-DAY MEDIAN OF DAILY MEAN FLOW .6°7 AT THE FARMINGTON GUAGE IS AT LEAST 350 CFS OR B) NOVEMBER 15. 0 6 ra. C. CBOD AND TSS VALUES ASSUME NO INCREASE IN CURRENT MASS LIMITS. "76 D. DAILY MAXIMUM MASS LIMIT FOR CBOD AND TSS IS SUSPENDED WHEN FLOW EXCEEDS 2 TWICE THE DESIGN ADWF OF 22.6 MGD. 1 E t E. CBOD5 AND TSS REMOVAL EFFICIENCY SHALL NOT BE LESS THAN 85% MONTHLY AVERAGE. 0 F. THE WEEKLY MEDIAN MAXIMUM AMMONIA LOAD LIMITATION IS DEPENDENT ON RIVER FLOW, .8 9 (c) RIVER DISSOLVED OXYGEN AND THE TIME PERIOD BETWEEN MAY 1 AND NOVEMBER 15. Cl) SEE NPDES PERMIT FOR CALCULATION. j ii G. TOTAL RESIDUAL CHLORINE SHALL NOT EXCEED 0.038 MG/L FOR MORE THAN 60 CONTINUOUS MINUTES ON ANY GIVEN DAY. i C_) H. PH VALUES SHALL NOT BE OUTSIDE THE RANGE OF 6.0- 9.0 FOR MORE THAN A TOTAL OF 8 -6") HOURS IN ANY CALENDER MONTH AND NO INDIVIDUAL EXCURSION FROM THIS RANGE SHALL 00 EXCEED 60 MINUTES. ccp PROF f a. I. DISSOLVED OXYGEN SHALL NOT BE LESS THAN 5.2 MG/L FOLLOWING THE CHLORINE CONTACT CHAMBER. 4 c... 47 L•1 ifb L -,r 74902P r--- Li: J. BASED ON OREGON LEVEL IV RECLAIMED WATER STANDARDS. • g, 1. 6 -.1" 13, P411, 100 EXPIRES: 6-30-05 Lc) InN' SCALE WARNING SUBMITTED BY 0 GENERAL SHEET: OF 2 0 % 1 DESIGNED K KAI , I "'ft I M INH DURHAM FACILITY DESIGN CRITERIA DWG: 000-0-007 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( I) ) IN ASSOCIATION WITH: PHASE 4 EXPANSION z NONE IF THIS BAR DOES DRAWN K KAI CleanWater Services FLOWS AND LOADINGS NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. DATE: 23-FEB-2005 --).c'c' 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 - LIQUID PROCESS (A PRELIMINARY TREATMENT SECONDARY TREATMENT (E) SECONDARY CONT. TERTIARY TREATMENT CONT. TERTIARY TREATMENT CONT. o RAW SEWAGE PUMPING m VARIABLE FREQUENCY DRIVE PUMPS AERATION BASINS RAS PUMPS DISINFECTION AND DECHLORINATION EFFLUENT FILTERS (EXISTING) MIXED w TYPE VAR. SPD. VERT. CENTRIFUGAL NON-CLOG BASINS 1 & 2 (EXISTING) EXISTING (TRAINS 1, 2, 3) BASE FLOW CHLORINATION/DECHLORINATION (EXISTING) MEDIA c 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 C 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) CZ TOTAL FIRM CAPACITY MGD 140 WETWELL DUPLEX SELF-CLEANING TRENCH TYPE BASIN 3 (EXISTING) HP 50 DETENTION TIME, MIN ADWF 1.8 5 LENGTH, FT 143 NEW (TRAIN 4)AND FUTURE (TRAIN 5 - PHASE 5) AWWF 165 MDDWF 3.3 Q- 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 Ws PIPE DIAMETER 6 IN GRAVITY FLOW ACTIVE VOLUME, EACH, 1000 GAL 2,090 TERTIARY TREATMENT VOLUME, 1000 GAL 812 HP 400 - MOTORIZED SHUTOFF VALVE DETENTION TIME, MIN BACKWASH BASIN 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)W 4 NUMBER OF CELLS PER BASIN (F,G) 2 STAGES PER CLARIFIER 2 MDWWF 2 VOLUME, MILLION GAL 4.51 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, GPD/SQ 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 ADWF 5.9 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 MDWWF 2.9 ADWF 6.5 PLANT RELIABILITY AWWF 3.7 OXYGEN UPTAKE RATE, MG/LIHR 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 ,0 OVERFLOW RATE, GPD/SQ FT (D) CAPACITY, EACH, CFM VOL. 2 CHEMICAUSOLIDS 17 ADWF 410 BLOWERS 1-4 4,375 VOL. 3 SUPPORT SYSTEMS (.9 AWWF 530 BLOWERS 5-8 5,000 (3 RING BINDERS) 0 PEAK FLOW 4090 3663 3172 HP, EACH 250-350 0 DETENTION TIME, HR (0) FUTURE SAMPLERS FLOW PACED co °- ADWF 5.3 NUMBER 2 C AWWF 4.1 TYPE CENTRIFUGAL c? PEAK FLOW 0.5 0.59 0.68 CAPACITY, EACH, CFM 5,000 PLANT CRITICAL v. PRIMARY CLARIFIER 5 (FUTURE) HP, EACH 350 ALARM SYSTEM a) DIAMETER, FT 130 SECONDARY CLARIFIERS 6 SIDEWATER DEPTH, FT 12 SECONDARY CLARIFIERS 1 & 2 (EXISTING) PLC TO SCADA AND RADIO SYSTEM (ZETRON) a. SURFACE AREA, SQ FT 13,267 DIAMETER, FT 145 I VOLUME, 1000 GAL 1190 SIDEWATER DEPTH, FT 14 ZETRON TRANSMITS TO "BELT" RADIOS OF ON-SITE STAFF OVERFLOW RATE, GPD/SQ FT (D) SURFACE AREA, EACH, SQ FT 16,510 -- -- AND PAGER OF ON-CALL PERSONNEL El PEAK FLOW 3172 VOLUME, EACH, 1 000 GAL 1,740 DETENTION TIME, HR (D) OVERFLOW RATE, GPD/SQ FT t PEAK FLOW -- -- 0.68 ADWF 329 o PRIMARY CLARIFIER 6 (FUTURE) AWWF 426 Cl) DIAMETER, FT 130 MDWWF 1,054 . SURFACE AREA, SQ FT 13,267 DETENTION TIME, HR (I+C111) GENERAL NOTES Ui OVERFLOW RATE, GPD/SQ FT (D) ADWF 5.5 a, PEAK FLOW -- -- 3172 AWWF 4.3 l'ii DETENTION TIME, HR (D) -- -- 0.68 68 MDWWF G 1.7 THE UNIT PROCESS CRITERIA LISTED ARE BASED ON THE YEAR 2015 DESIGN CONDITION PEAK FLOW SECONDARY CLARIFIERS 3 &4 EXISTING PRIMARY EFFLUENT PUMPS DIAMETER, FT 145 A. BASED ON ADWF 5.2 MGD,AWWF 6.7 MGD, PEAK FLOW 19 MGD TO BASIN NUMBER 6 SIDEWATER DEPTH, FT 20 B. BASED ON ADWF 6.0 MGD,AWWF 7.7 MGD, PEAK FLOW 22 MGD TO BASIN N 16,510 C. BASED ON ADWF 5.4 MGD,AWWF 7.0 MGD, PEAK FLOW 51.5 MGD TO BASIN TYPE PROPELLER SURFACE AREA, EACH, SQ FT 70 D. ACTIVATED SLUDGE LOADINGS BASED ON FIVE TRAINS IN OPERATION BY 2015 (TRAIN 5 IN PHASE 5) c�E� PROF�r�► o a. CAPACITY VOLUME, EACH, 1000 GAL E. CELL NO. 3 MAY BE EITHER ANAEROBIC OR ANOXIC o i88p 4 EACH, MGD 33 OVERFLOW RATE, GPD/SQ FT F. CELL NO. 6 MAY BE EITHER ANOXIC OR AEROBIC 74902P i-' Z TDH FT 20 ADWF 329 G. CELLS 5 & 6 COMBINED IN NEW BASINS , ai HP EACH 200 AWWF 426 H. BASED ON 40% RECYCLE • 2 EACH, MGD 10 MDWWF 1,054 I. BASED ON TWO UNITS OUT OF SERVICE FOR BACKWASH .,,Aid , TDH FT 22 DETENTION TIME, HR (I) J. BASED ON 6% SOLIDS IN DIGESTER FEED X4.1 13, HP EACH 50 ADWF K. BASED ON 4% SOLIDS IN DIGESTED SLUDGE DRIVE TYPE VARIABLE FREQUENCY AWWF AN K P►� 7.8 /o L. BASED ON 2012 LOADINGS; FIFTH DIGESTER ON-LINE IN 2013 F TOTAL FIRM CAPACITY 119 MGD MDWWF 2.4 EXPIRES: 6-30-05 'n SCALE WARNING SUBMITTED BY 0 ARNING GENERAL SHEET: OF Li 0 1 1 DESIGNED K KAI M IN H I - I `� DURHAM FACILITY DESIGN CRITERIA DWG: 000-6-008 (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: z NONE IF THIS BAR DOES DRAWN K KAI CleaWater Services PHASE 4 EXPANSION LIQUID PROCESS .Q NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 23-FEB-2005 0 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 — SOLIDS PROCESS (P) c, Ca THICKENING DIGESTION DEWATERING . . cl m w PRIMARY SLUDGE THICKENING / FERMENTATION DIGESTER FEED TANK DEWATERING CENTRIFUGE FEED PUMPS c6u- PRIMARY SLUDGE AND SCUM PUMPS NUMBER 2 NUMBER 2 (N 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 TYPE PROGRESSIVE CAVITY NUMBER PER TANK 1 HP 15 a. 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 To NUMBER 9 1 DIAMETER, FT 50 HP, EACH 20 TYPE INCLINED, HORIZONTAL AND VERTICAL SCREW SIDEWATER DEPTH, FT 14 CAPACITY, EACH, TON/HR 12.2 L: a) SURFACE AREA, EACH, SQ FT 1960 ANAEROBIC DIGESTERS Cl) n 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) MAXIMUM MONTH 21 NO. 5 & 6 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 TYPE AXIAL/RADIAL, TOP ENTERING c CHEMICAL SLUDGE PUMPS "c? 0) HP 30 NUMBER 9 0) 0 TYPE HELICAL SCREW CENTRIFUGAL 0 CAPACITY, EACH, GPM 140 STORAGE TANK 2 0 c) DIAMETER, FT 80 0 DRIVE CONSTANT SPEED co SIDEWATER DEPTH, FT 35 a HP 5 0 VOLUME, EACH, 1000 GAL 1,300 -6 0 COVER 0 DILUTE WAS STORAGE c VOLUME, 1000 GAL 235 TYPE FIXED SUBMERGED DOME a) . co HOLDING CAPACITY, HOURS REINFORCED CONCRETE MWDWF 6 - 10 MIXING 2g) TYPE AXIAL/RADIAL, TOP ENTERING a I HP 60 THICKENING CENTRIFUGE FEED PUMPS ::-.. NUMBER 3 c DETENTION TIME, DAYS (L, M+ ) Li. TYPE PROGRESSIVE CAVITY El MAXIMUM (WET) MONTH 13 CAPACITY, EACH, GPM 360 © 50' TDH ea t DRIVE VFD O HP 7.5 DIGESTED SLUDGE PUMPS co a) NUMBER 2 2 THICKENING CENTRIFUGES GENERAL NOTES () TYPE PROGRESSIVE CAVITY NUMBER 3 co CAPACITY, EACH, GPM 300 j 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 1 B. BASED ON ADWF 5.2 MGD, AWWF 6.7 MGD, PEAK FLOW 19 MGD TO BASIN c Ca 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 a) 3 NUMBER 2 NUMBER 2 D. BASED ON ADWF 5.4 MGD, AWWF 7.0 MGD, PEAK FLOW 51.5 MGD TO BASIN in- C) TYPE PROGRESSIVE CAVITY TYPE IN-LINE E. ACTIVATED SLUDGE LOADINGS BASED ON FIVE TRAINS IN OPERATION BY 2015 (TRAIN 5 IN PHASE 5) 0 PROT a) 15: CAPACITY, EACH, GPM 75 F. CELL NO. 3 MAY BE EITHER ANAEROBIC OR ANOXIC c,. 44 /it a. DRIVE VFD G. CELL NO. 6 MAY BE EITHER ANOXIC OR AEROBIC .4,10 tr z HP 15 H. CELLS 5 & 6 COMBINED IN NEW BASINS -.4 ct- 74902P r.--- 6 I. BASED ON 40% RECYCLE . ." A V ■ tr. J. BASED ON TWO UNITS OUT OF SERVICE FOR BACKWASH C...k •, :.r• cz\)e k K. BASED ON 6% SOLIDS IN DIGESTER FEED 6). -1' 13, L. BASED ON 4% SOLIDS IN DIGESTED SLUDGE M. BASED ON 2012 LOADINGS; FIFTH DIGESTER ON-LINE IN 2013 14.11N OA M. EXPIRES: 6-30-05 ii.) N. SUBMITTED BY in SCALE WARNING o -.. k, GENERAL SHEET: OF co ti) 0 14 1 DESIGNED K KAI M IN H DURHAM FACILITY DESIGN CRITERIA DWG: 000-G-009 , .... I (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) ) ii IN ASSOCIATION WITH: Cl nW t r rvic s SOLIDS PROCESS z NONE IF THIS BAR DOES DRAWN K KAI PHASE 4 EXPANSION AD NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 23-FEB-2005 lir c mmitm nt is cl r. 0 --) 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 ................................................. 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 I QUADRANT UC UNDER-CROSSING v., TRANSPORTATION OFFICIALS DB DIRECT BURY GALV GALVANIZED MEAS MEASURE UG UNDERGROUND it) eci AB ANCHOR BOLT DBL DOUBLE GANC GUYANCHOR 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 c) ABAND ABANDONED DEG DEGREE GBR GEOTECH BASELINE REPORT MEMB MEMBER R&O ROCK AND OIL UL UNDERWRITERS LABORATORIES • A B B R ABBREVIATION DET DETAIL GEN GENERAL I GENERATOR MFR MANUFACTURER R/W 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 UOI UNLESS OTHERWISE INDICATED U j AC ± ACTIVATED CARBON/ASPHALTIC CONCRETE/ DG DOOR GRILL GI GALVANIZED IRON MGD MILLION GALLONS PER DAY RAG RETURN AIR GRILLE UR URINAL c5 ALTERNATING CURRENT DH DOUBLE HUNG GIP GALVANIZED IRON PIPE MH MANHOLE I 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 hi ACP ASBESTOS CEMENT PIPE/ASPHALTIC CONCRETE DIAG DIAGONAL GLV GLOBE VALVE MI MALLEABLE IRON I MILE RCCP REINFORCED CONCRETE CYLINDER PIPE as PAVEMENT DIAPH DIAPHRAGM GM GAS METER MICRON 1/1,000,000 METER RCP REINFORCED CONCRETE PIPE in ADD ADDITIONAL DIFF DIFFUSER/DIFFERENTIAL GP GUY POLE MIL MILITARY/ 1/1,000TH INCH RD ROAD I ROOF DRAIN/ROUND V VALVE/VERTICAL/VENT/VOLT I VOLUME o ii- 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 I 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/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 I ROUGH FACE VPI VERTICAL POINT OF INTERSECTION API AMERICAN PETROLEUM INSTITUTE DS DRENCH SHOWER AND EYE WASH MON MONUMENT RFG ROOFING VSL VERTICALLY SLOTTED __,T) 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 6: NR AIR RELEASE VALVE DWY DRIVEWAY H/B HOSE BIBB MTC MECHANICAL-TYPE COUPLING RO ROUGH OPENING VWM VERIFY WITH MANUFACTURE ARCH n ARCHITECTURE HC HOUSE CONNECTION MID 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 MIL 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/SINK/SECOND/SLOPE I WH WATER HEATER AWS AMERICAN WELDING SOCIETY EFF EFFLUENT HP HIGH POINT/ HORSE POWER/HIGH PRESSURE NC NORMALLY CLOSED S/0 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 I 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 I BETWEEN ELEC ELECTRICAL I 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 I 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 I SECTION BLDG BUILDING EQ EQUAL HYD HYDRAULIC/HYDRANT . NS NEAR SIDE SER SERIES XCONN CROSS CONNECTION BLK BLACK I 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 I 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 BOO BIOCHEMICAL OXYGEN DEMAND ETW EDGE OF TRAVEL WAY JTS NSULATING JOINT TEST STATION OD OUTSIDE DIAMETER I 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 I INSULATED OFF OFFICE SLG SLUICE GATE Z ZERO I 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 I 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 I FABRICATED JSTS JOISTS STA STATION CC CLOSED CIRCUIT TV/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 I CUBIC FOOT FD FLOOR DRAIN k KILO PA PLANTING AREA STL STEEL CFH CUBIC FEET PER HOUR FOR 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 I STRUCTURAL CFS CUBIC FEET PER SECOND FEM FEMALE (PIPE THREAD) km KILOMETER PB POLYBUTYLENE/PULL BOX SUCT SUCTION CHEM CHEMICAL FE FLAT FACE/FAR FACE/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 I POINT OF SWD SIDEWALK DRAIN 0) CI CAST IRON FIG FIGURE COMPOUND CURVE SWGR SWITCHGEAR - -0 c\i CIP CAST IRON PIPE/CAST IN PLACE FIN FINISHED PCOTG PRESSURE CLEANOUT TO GRADE SWR SIDEWALL REGISTER ce; CI PP CAST IN PLACE PIPE FIX FIXTURE L LITER/LENGTH/ANGLE PCVC POINT OF COMPOUND VERTICAL CURVE SY SQUARE YARD 0 CJ CONSTRUCTION JOINT FL FLOWLINE/FLOOR LAB LABORATORY PE PRIMARY EFFLUENT/PLANT EFFLUENT/POLYETHYLENE/ SYM SYMMETRICAL/SYMBOL 8 CL CHLORINE GAS/CHLORINATOR I CENTERLINE FLEX FLEXIBLE LAM LAMINATED POLYELECTROLYTE POLYMER SYS SYSTEM CLF CHAIN LINK FENCE FLG FLANGE/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/POINT OF INTERSECTION T THERMOSTAT/TREAD OF STAIR/TANGENT/ a) CLR CLEAR I CLEARANCE FLR FLOOR . LCP LOCAL CONTROL PANEL PK PARKING T&B TOP AND BOTTOM 9- CMB CRUSHED MISCELLANEOUS BASE FLSG FLASHING LD LOCAL DEPRESSION PL PLATE/PROPERTY LINE/ PLACE T&G TONGUE AND GROOVE .c a CMC CEMENT MORTAR-COATED FM FACTORY MUTUAL(LAB APPROVED)/FORCE MAIN/ LOG LANDING PLAS PLASTER/PLASTIC TAN TANGENT 60 CML CEMENT MORTAR-LINED FLOW METER LEV LEVEL PLT PLANT TB TACK BOARD c CML&C CEMENT MORTAR-LINED AND COATED FMH FLEXIBLE METAL HOSE LF LINEAR FOOT PLWD PLYWOOD TBE THREAD BOTH ENDS CI) CMP CORRUGATED METAL PIPE FN FIELD NAILING LG LENGTH/LONG PM PRESSED METAL TBM TEMPORARY BENCH MARK SI-7 I CMU CONCRETE MASONRY UNIT FND FOUNDATION LH LAMP HOLE/LEFT HAND PNEU PNEUMATIC TC TOP OF CURB >, CO v.r_, CLEANOUT FOC FACE OF CONCRETE/FIBER OPTIC CABLE LL LIVE LOAD PNL PANEL TCV TEMPERATURE CONTROL VALVE = COL COLUMN FOM FACE OF MASONRY LLH LONG LEG HORIZONTAL POB POINT OF BEGINNING TEL TELEPHONE a3 I COMM COMMUNICATIONS CABLE FOS FACE OF STUDS LLV LONG LEG VERTICAL POC POINT OF CONNECTION TEMP TEMPERATURE/TEMPORARY ,I COMP COMPRESSOR FOW FACE OF WALL LOC LOCATION POT POINT OF TANGENT TF TOP OF FOOTING a9 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 c3 CONN CONNECTION FPS FEET PER SECOND LP LOW POINT I LOW PRESSURE I LAMP POST PPH POUNDS PER HOUR THR THRESHOLD 11) CONST CONSTRUCT I CONSTRUCTION FPTS FOREIGN PIPE TEST STATION LT LEFT I LIGHT PPM POUNDS PER MINUTE THR'D THREADED 8 CONT CONTINUED/CONTINUOUS FR FRAME LTS LIME TREATED SOIL PR PAIR TK TANK I TACK . ., CONTR CONTRACTOR FRP FIBERGLASS REINFORCED PLASTIC LW LOW WATER PRC POINT OF REVERSE CURVE TL TRAVERSE LINE 6') 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 2,, 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 I 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 ELECTRICAL - SHEET 000-GE-001 &000-GE-002 co CS CAUSTIC SODA/CAST STEEL FUT FUTURE MACH MACHINE VALVE TOPO TOPOGRAPHIC LI 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 -rn CSTS CURRENT SPAN TEST STATION FWD FORWARD MAINT MAINTENANCE PS PRESSURE SWITCH TOW TOP OF WALL 2 CT CERAMIC TILE MAN MANUAL PSF POUNDS PER SQUARE FOOT TP TELEPHONE POLE OTHER ABBREVIATIONS CONFORM TO ANSI T:2— CTR CENTER MAS MASONRY PSI POUNDS PER SQUARE INCH TR TRACT STANDARD ABBREVIATIONS Z32.2.3 49 PROF v a. CTS CORROSION TEST STATION MAT MATERIAL PSIA POUNDS PER SQUARE INCH ABSOLUTE TRANS TRANSMITTER/TRANSITION/TRANSMISSION 40iNe, CTSK COUNTERSUNK MAX MAXIMUM PSIG POUNDS PER SQUARE INCH GAUGE TS TRAFFIC SIGNAL NOTE: THIS IS A STANDARD ABBREVIATIONS CU COPPER/CUBIC PT POINT OF TANGENCY/PAINT/ PRESSURE TSB TOP SET BASE DRAWING. NOT ALL ABBREVIATIONS MAY 1: - 74902P r--- . CULV CULVERT PTFE POLYTETRAFLUOROETHYLENE (TEFLON) TSC TRAFFIC SIGNAL CONDUIT BE USED ON THIS PROJECT. . .. 4 it CV CHECK VALVE PV PLUG VALVE TV THERMOSTATIC VALVE/TELEVISION 9, . PVC POLYVINYL CHLORIDE 'TN/ THERMOMETER WELL/TRAVELED WAY c...). . : r. CV CUBIC YARD 6 PVDF POLYVINYLIDENE FLUORIDE (KYNAR) TYP TYPICAL CYL CYLINDER 41' 1 3,r1' PW POTABLE WATER CWS CLEAN WATER SERVICES PAN K 1=4A REV 021402 EXPIRES: 6-30-05 LO N- SUBMITTED BY 0 SCALE WARNING --'.4, GENERAL SHEET: OF f2 1.0 0 1, 1 DESIGNED MWH -- I — I ( 0 ) M IN i (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY STANDARD ABBREVIATIONS DWG: 000-G-012 H IN ASSOCIATION WITH: z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION .0 NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 23-FEB-2005 0 Our commitment is clear. --) THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 ........... ...................................................................................................._................................._........................................................................................................................................................................................................................................... ........................................................................................ i„......................................................................................... FIELD TEST REQUIREMENTS PIPING MATERIAL SCH (SEE NOTE 4 AND GENERAL NOTE AT RIGHT) PIPING MATERIALS (SEE SCH AT RIGHT) LIST OF SAMPLE LINES (SEE NOTE 3 AND NOTE 4) z FUNCTION ( ) GROUP PIPE (SEE NOTE 13) FITTINGS VALVES, 6"AND SMALLER(SEE NOTE 1, 11 & 16) M CI Q EXPOSED PIPING BURIED PIPING NO PIPE 5 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 Cci it 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 In m 2"DIA 2X" DIA 2" DIA 24" 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 N < 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 ro SMALLER LARGER SMALLER LARGER SPECIFICATION 02550) SERIES 118 OR KEYSTONE 514. BALL: JAMESBURY FIG 351 OR w WATTS B-6080 w 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 118S OR KEYSTONE 541. BALL: JAMESBURY iii DF DIGESTER FEED -- 26 — 26 125 WATER (A) ANSI B16.1, 125 PSI FLGD OR MECH CPLG. FIG 351 OR WATTS B-6080. 3"AND LARGER, ECCENTRIC PLUG, o SYNTHETIC RUBBER FACED: DEZURIK 118F OR KEYSTONE 580. -., GATE: AWWA C500. BUTTERFLY: AWWA, FLANGED a DG DIGESTER GAS -- 14,32 — 14,32 125 AIR (A) 3 STEEL,ASTM A106 OR A53, 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: • 4 SAME AS GROUP NO. 1 CAST IRON,ANSI B16.12, THREADED, DRAINAGE PATTERN. -----_- MATERIAL GROUP NUMBER (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, ORA53, 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 3 FM FORCE MAIN -- 8,26 -- 8,26 125 WATER (A) OR STEEL,ANSI B16.5, 150 PSI FLGD. FSP FIRE PROTECTION SPRINKLER SYSTEM NOTE 10 NOTE 10 NOTE 10 NOTE 10 NOTE 9 WATER 7 SAME AS GROUP NO. 2. MALLEABLE IRON,ANSI B163,THREADED, BANDED, BRONZE THREADED, GLOBE: CRANE 212P OR STOCKHAM ci) GALVANIZED, 300 PSI. B-62 OR B-32T. BALL: JAMESBURY FIG 351 OR WATTS B-6080 NOTES: 01 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 ' LISTED ON THIS SHEET FOR A GIVEN FLUID SERVICE, HR HOT WATER RETURN 1*,24* 1*,24* 1*,24* 1*,24* 125 WATER (A) 9 SAME AS GROUP NO. 1. 2 1/2"AND SMALLER, MALLEABLE IRON,ANSI B16.3,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. I 10 SAME AS GROUP NO. 3. 1-1/4"AND SMALLER, FORGED STEEL,ANSI 816.11,THREADED OR SEMI-PLUG AND YOKE TYPE OR BALL FOR CHLORINE SERVICE, NOTE 1 HW HOT WATER 1*,24* 1*,24* 1*,24* 1*,24* 125 WATER (A) 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. -- 29 3000 WATER (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 HOS HYDRAULIC OIL SUPPLY 29 O CAST IRON ANSI A21.6, 150 PSI, BELLAND 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 INSTRUMENTAIR 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. I 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) BELLAND SPIGOT OR HUBLESS. OF PRESSURE OF MORE THAN 5 PERCENT ' (E) PIPE SO DESIGNATED SHALL NOT SHOW A LOSS 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 OF OVERFLOW -- 8 -- 8 25 WATER (A) ASTM A312, SCH 40S. ANSI B16.9, 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) 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: NIBCOICHEMTROL, 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. ASTM D2996, FILAMENT-WOUND, SOCKET SOCKET ENDS,ADHESIVE BONDED, OR FIBERGLASS FLGD. ANSI B16.5 DIMENSIONS, OR AS INDICATED ON DRAWINGS. PW POTABLE WATER 2,24 2,24 2,24 2,11,19,24 125 WATER 2,11,24(A) 19(B) AND SPIGOT ENDS,ADHESIVE BONDED. NOTE 6 STATIC WATER TEST WITH SURFACE 5 FEET ABOVE RE/IRR RECLAIMED WATER I 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 BELL AND SPIGOT JTS. CEMENT MORTAR LINED,AWWA C104. ' NOTE 7 RS RAW SEWAGE -- 26 -- 22,26 NOTE 6 WATER (C) 20 NOT USED INSPECTION AND TESTING SHALL BE IN ACCORDANCE 2 12 2 12 NOTE 7 -- — 21 NOT USED WITH APPLICABLE PLUMBING CODE. RWL RAINWATER LEADER 2,4,12 2,4,12 , 22 REINFORCED CONCRETE, PVC LINED, _____ NOTE 8 SA SAMPLE LINE SEE LIST AT RIGHT 16,18,24 -- 16,18,24 -- 125 WATER A ASTM C76 MODIFIED, BELLAND SPIGOT NO APPARENT LEAKS UNDER NORMAL OPERATING CONDITIONS. c 23 REINFORCED CONCRETE, ______ -o SD SANITARY DRAIN AND VENT 4,12 12 12 12 NOTE 7 -- — ASTM C76 MODIFIED, BELLAND SPIGOT NOTE 9 m (TYPICAL SERVICE-CULVERTS) INSPECTION AND TESTING SHALL BE IN ACCORDANCE 0 SDR STORM DRAIN -- 8,27 -- 23,27 NOTE 6 WATER 8(A)2$(B)22(C) WITH APPLICABLE NATIONAL FIRE PROTECTION SOLDER JOINT, BRONZE, SOLDER JOINT, GLOBE: CRANE 1310 OR STOCKHAM ASSOCIATION STANDARDS. oc� 24 COPPER,ASTM B88,TYPE K, WROUGHT COPPER OR CAST BRONZE,ANSI B16.22, , �, 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 NOTE 10 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. PIPING MATERIALS SHALL BE IN ACCORDANCE WITH o TIN-ANTIMONY SOLDER) m SR SEPTAGE RECEIVING PIPE -- 30 -- 30 125 WATER (A) NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. O I 25 STEEL,ASTM A106 ORA53, SCH 40, STEEL,ANSI B16.5, 150 PSI FLGD, PVDF OR PTFE LINED CAST STEEL PLUG, DIAPHRAGM OR CHECK, 150 PSI FLGD, NOTE 11 c SEAMLESS, BLACK, PVDF OR PTFE LINED PVDF OR PTFE LINED. FOR VALVES 8"AND LARGER SEE VALVE C� NO TEST - SS SANITARY SEWER -- 12, 26,27 -- 12, 26,27 NOTE 7 -- — _ 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. 6 SU STRUCTURE UNDERDRAIN -- -- -- 20 REQD SLUDGE AND SEWAGE LINES) OR KEYSTONE 580. SWING TYPE CHECK: CRANE 383 OR a POWELL FIG 559. BALL: PRATT ORAPCO-WILLAMETTE. NOTE 12 I CHANGE IN PIPING MATERIAL GROUP NUMBER IS = SUC STRUCTURE UNDERDRAIN COLLECTOR -- 12 -- 12 NOTE 6 WATER _ 27 POLYVINYL CHLORIDE GRAVITY SEWER PIPE, POLYVINYL CHLORIDE,ANSVASTM D3034, BELL AND/OR SPIGOT. ------- INDICATED THUS: • c ASTM D3034, BELLAND SPIGOT. 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) NOTE 13 E� FOR PIPE LINING AND COATING, SEE SPECIFICATIONS. 28 REINFORCED CONCRETE,AWWA C302, CLASS- SAME AS GROUP NO. 8. AS INDICATED ON DRAWINGS. SEE DRAWINGS. (TYPICAL SERVICE- V VENT — 15 __ 15 10 AIR (A)(D) PRESSURE PIPELINES) EXPOSED PIPING SHALL BE PAINTED IN ACCORDANCE tO a) 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 .� ASTM A312, SCHEDULE 160S ANSI 616.11, SOCKET WELDED,ANSI B16.5, FLANGE JAMESBURY TYPE A/D150F, CHECK, LADISH NO. 5272 OR ENGINEER. 3,000 PSI SCH. 160S STOCKHAM FIG 15 SF 316, RATED FOR 3,000 PSI '-I (*SEE NOTE 5) NOTE 15 a) 30 SAME AS GROUP NO. 11, GLASS-LINED OR SAME AS GROUP NO. 11, GLASS-LINED OR STEEL,ANSI B16.9, SAME AS GROUP NO 26. PIPING FOR EA(EXHAUST AIR)SHALL BE LINED AND 0 STEEL ASTM A53, SCH 40, GLASS LINED SCH 40, GROOVED WITH MECH CPLG, GLASS-LINED. COATED IN ACCORDANCE WITH SPECIFICATIONS 09800. CI SYSTEM 100. ca 31 2-6"AND SMALLER, STEEL,ASTM A106 OR 2-X"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 0 (AWWA C151)OR CAST IRON ANSI A21.6 CAST IRON,ANSI A21.10 OR AWWA C110, MECH COUPLING OR SPECIFICATIONS PRAT IT OR A21.8 MECH CPLG OR 125 PSI FLGD. 125 PSI FLGD. �� a \� 44 tx8, /D z Z 32 POLYETHYLENE PIPE AND TUBING, HEAT FUSION FITTINGS, PE 3406, PE 2306, PE 2406 POLYETHYLENE BALL VALVES APPROVED BY PLUMBING CODE, UNLESS 74902P 4 r-" ai ASTM D 2513, DR FOR YARD PIPING PER AS INDICATED ON DRAWINGS. r ,, PLUMBING CODE. • , 33 POLYVINYL CHLORIDE PIPE, PERFORATED POLYVINYL CHLORIDE,ANSI/ASTM D3034, BELL AND/OR SPIGOT. ------- e/��, 13,24] ASTM D2729, BELLAND SPIGOT. ""IN K 1 REV 031004 EXPIRES: 6-30-05 SUBMITTED BY SCALE WARNING v ' GENERAL SHEET: OF In 0 X 1 DESIGNED K KAI, G TEY r I - I `` DURHAM FACILITY PIPING SCHEDULE DWG: 000-G-013 p (PROJECT MANAGERS NAME) LICENSE NO. DATE IN ASSOCIATION WITH: CleanWat e r Services NONE IF THIS BAR DOES DRAWN K KAI, G TEY 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 (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 r 18.75 MGD TO PRIMARY CLARIFIERS 1 & 2; cy-, U, 105 MGD 33.75 MGD TO PRIMARY CLARIFIERS 3 &4 84 MGD 21 MGD In 0 0 BOTTOM OF EACH TO ONE OF 4 AERATION BASINS AND CD w SCREEN CHANNEL SCREEN ROOM SECONDARY CLARIFIERS - 84 MGD TOTAL ALL INFLUENT GATE c., SLAB EL 180.33 GRIT BASIN EFFLUENT 175.18 177.'18 i WEIR EL 173.25 SEE NOTES 1 AND 2 hi 190 L 175.74 ) 190 c" 176.36 0 I 176.11 PARSHALL FLUME 7-__17 162.35 -r:5' 177.24 T a. 174.69 1C72R.E39ST EL 172.25 176.26 160.67 CURRENT OPERATION LEVEL 180 A WEIR CREST EL 170.10 180 / , / 1 I 171.06 ,. 167.50 1 (.1 168.91 I ,- i ) / 166.49 V-NOTCH WIER INVERT EL 166.25 I \■ (1 _ v 16126.27.749 ,, I 163.69 I.N iii 163.40 % Li 1 r - _ _ _ 'Es -_-_-_ 1 170 172.501 \ ....Sf.. 170 L.: 171.50 --/ \7's a) \\\- 173.00 ill- METER 0) - 172.50 - , D 'SI --•.- b I I-- 1. _ 160 vr 160 2-42" FORCE MAINS 161.42 1 163.00 1 - H - - Li -- 1 --- -+ -1-- - 1 . - /- ____, FROM INFLUENT 159.50 ' \ 48" - k8" TO AERATION BASIN 1-4 PUMP STATION 60" _,-- INV EL 162 INV EL 160.00 150 UPWELL r----" 60" FROM 150 rte PC 1-3 INV EL 155.00 / 150.08 -7-- 153.00 INV EL 148.00 / I 1 PRIMARY EFFLUENT 161.00 ---0.- PUMP STATION (PEPS) 140 INV EL 161.00 INVEL143.00 1 140 INFLUENT BAR GRIT BASIN GRIT GRIT BASIN DEGRITTED WATER 7 FOOT PRIMARY INFFLUENT PRIMARY 96". r PRIMARY PRIMARY EFFLUENT FLOW METERS AND STRUCTURE SCREENS INFLUENT BASINS EFFLUENT JUNCTION BOX NORMAL FLOW FLOW SPLIT STRUCTURE CLARIFIER 4 137.50 -' 137.50 -' DISTRIBUTION BOX FLOW CONTROL VALVES CHANNELS CHANNELS PARSHALL FLUME INV EL 139.08 PUMPS PRIMARY PEPS CLARIFIERS 1-4 INLET HYDRAULIC PROFILE - EXISTING FROM PHASE 3 J-BOX BOX WATER SURFACE LEGEND: 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 OP -•41 11,. V 177.45 178.1- 1 BOTTOM OF SCREEN ROOM WEIR CREST EL 172.7 SCREEN CHANNEL 17517 176-27 ! SLAB EL 180.33 PRIMARY PC FLOW SPLIT HES PC FEED BOX WS BOTTOM OF PC PC POOL WS INFLUENT GATE CLARIFIER MGD (1) EL (2) V-NOTCH WEIR EL EL 190 175.82 174.80 174.73 174.09 173.56 173.55 190 PC NO.1 PC NO.2 41.40 41.40 170.78 171.81 164.75 164.75 165.09 165.09 177.73 1n3.g 1 176.50 174.28 .. \, 172 46 PC NO.3 48.60 172.46 166.25 166.60 175.95 1ffi.41) j ._ \ ( 175.12 175.04 173.55 (7., 168.04 PC NO.4 48.60 170.25 166.25 166.60 173.64 TOTAL Q 180.00 180 t A • V-NOTCH WEIR INV EL 166.25 180 C _s/ NOTES: I 166.60 co _._ _\ \ 1. INDICATES PROPORTIONAL FLOW SPLIT TO PRIMARY CLARIFIERS BASED ON EQUAL SURFACE OVERFLOW RATES. 7. - = V --iivr 2. INDICATES WATER SURFACE ELEVATIONS IN HES BOXES FEEDING PRIMARY CLARIFIERS. Or -_-_- - p _ CL 168.75 -- -, - 0 --= 0 170 r - 170 0 CD1 , .MIONIM. a. 171.50 1 172.50 I 0 \\- 17:-.0"--\\-- 172.50 t7 - - 6' a) 0 42" & 54" SCREEN 1 - c CHANNEL 3 0) FORCE MAINS ._ co) a) 160 FROM INFLUENT NO.4 - 3_,... 160 WATER SURFACE LEGEND: PHASE 4 EXP - 180 MGD Cl) PUMP STATION - TO 180 MGD: WATER SURFACE ELEVATIONS BASED ON ALL (2. 161.421 163.00 1 PEPS TRAINS IN-SERVICE, FOUR PRIMARY CLARIFIERS 1 ›, GRIT 1,.. IN-SERVICE, AND ZERO PERCENT SCREEN BLOCKAGE. = 0 CHAMBER RECTANGULAR SECTION ... .°..j co SCREEN LOSSES BASED ON EXISTING 1/2-INCH BAR OPENINGS. U- NO.4 OPEN CHANNEL CONDUIT 150 E 1 150 __„,„---- 180 MGD: WATER SURFACE ELEVATIONS BASED ON 25% 2 UPWELL '5 (ROCKTRAP) E-n- XXXXX Xi.300(1 SCREEN BLOCKAGE. SCREEN LOSSES BASED O XXX.XX Xi,R.R)---(1 ON EXISTING 1/2-INCH BAR OPENINGS. u) ) .9 -1\-,_ CC) 140 25 MGD: WATER SURFACE ELEVATIONS BASED ON 25% co 140 . SCREEN BLOCKAGE. SCREEN LOSSES BASED t_i - -. ON EXISTING 1/2-INCH BAR OPENINGS. a) HEADWORKS HEADWORKS DEGRITTED HEADWORKS PRIMARY CLARIFIER NO.3 SHOWN 1 INFLUENT JUNCTION BOX EFFLUENT (FOR HYDRAULIC DATA TO PC1 25 MGD: WATER SURFACE ELEVATIONS BASED ON ALL STRUCTURE THROUGH PC4 SEE TABLE AT RIGHT) c STRUCTURE FLOW THROUGH SCREEN/GRIT TRAIN NO.4 AND PRIMARY NO.3, O (HES) AND ZERO PERCENT SCREEN BLOCKAGE. SCREEN LOSSES c.) u) BASED ON EXISTING 1/2-INCH BAR OPENINGS. 0 a) ccSa PROT If _401.74._ A HYDRAULIC PROFILE - PHASE 4 EXPANSION - 180 MGD (IPS STAGE 11 4.4 74902P r- id LT_ NOTES: 4, , 1. 25 MGD DATA: WATER SURFACE ELEVATIONS BASED ON ALL FLOW THROUGH SCREEN/GRIT TRAIN NO.4 AND PRIMARY NO.3. k,,,,61/4 OR1100 e 2. 180 MGD DATA: WATER SURFACE ELEVATIONS BASED ON ALL SCREEN, GRIT AND PRIMARY CLARIFIER TRAINS IN-SERVICE (FOUR PRIMARY CLARIFIERS IN-SERVICE). 3. SCREEN LOSSES BASED ON EXISTING 1/2-INCH BAR OPENINGS. to EXPIRES: 6-30-05 N. SUBMITTED BY 'I" 0 SCALE WARNING GENERAL SHEET: OF rf) it) 0 % 1 DESIGNED K KAI r- I I M VV H DURHAM FACILITY HYDRAULIC PROFILE - 1 DWG: 000-G-014 (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) ) o IN ASSOCIATION WITH: PHASE 4 EXPANSION z NONE IF THIS BAR DOES DRAWN K KAI CleanWater Services EXISTING AND NEW -0 NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 0 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 , . . ................. co Lc) Co in 0 0 m 240 MGD SEE TABLE AT RIGHT w r ._ L N 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 175.10 WEIR CREST EL 172.7 CLARIFIER MGD (1) EL (2) V NOTCH WEIR EL EL ❑ 179.56 SCREEN ROOM PC NO.1 35.90 169.30 164/5 164.99 �" .°- 190 178.84 173.94 190 !P!cTtII 3590 17008 164.75 4205 17099 16fi.25 176.67 175.66 174.29 4205 16933 166.25_cl_. 177.48 7106 4205 17068 167.75 4205 17106 167.75 180 ` i,,,,,,,,,//1SLABELI8O33 � � 180 240.00 11 co -.g _ I V-NOTCH WEIR 166.58 NOTES: ° v INV EL 166.25 L CL 168.75 -1 - _ 170 _ 170 1. INDICATES PROPORTIONAL FLOW SPLIT TO PRIMARY CLARIFIERS BASED ON EQUAL SURFACE OVERFLOW RATES. b \- 172.50 - - - _ - -- - -- - - - 2. INDICATES WATER SURFACE ELEVATIONS IN HES BOXES FEEDING PRIMARY CLARIFIERS. 171.50 0 173.00 172.50 _ - 42 & 54" SCREEN 42" - WATER SURFACE LEGEND: FORCE MAINS CHANNEL 160 FROM INFLUENT NO.4 _ _ _ - ___ _ 160 240 MGD: WATER SURFACE ELEVATIONS BASED ON 25% PUMP STATION TO SCREEN BLOCKAGE. SCREEN LOSSES BASED 161.42 163.00 PEPS ON EXISTING 1/2-INCH BAR OPENINGS. GRIT XXX.XX CHAMBER gAj 240 MGD: WATER SURFACE ELEVATIONS BASED ON ALL 150 . IT _ 150 IN-SERVICE, AND ZERO PERCENT SCREEN BLOCKAGE. UPWELL SCREEN LOSSES BASED ON EXISTING 1/2-INCH BAR OPENINGS. (ROCKTRAP) 240 MGD: WATER SURFACE ELEVATIONS BASED ON ALL TRAINS IN-SERVICE, SIX PRIMARY CLARIFIERS 140 XXX.XX IN-SERVICE, AND ZERO PERCENT SCREEN BLOCKAGE. 140 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 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) in 0 0 0 o 0 CD a. 0 c a) 0 c v) .U) a) a. .0 I E t 0 a) U a) ci)I a) c I co a) U a) ccse PRop CL C.� _AGzN�� /� 74902P gi 4. 1 'p 13,fr F,4N K 10 EXPIRES: 6-30-05 0 N. SCALE WARNING SUBMITTED BY o �� GENERAL SHEET: OF �`")) 0 1 DESIGNED K KAI `'�� DURHAM FACILITY HYDRAULIC PROFILE - 2 DWG: 000-G-015 NONE IF THIS BAR DOES DRAWN K KAI (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: CleanWater 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 , / 21 MGD TO EACH OF 4 AERATION BASINS AND SECONDARY CLARIFIERS - 84 MGD TOTAL 28 MCC) TO EACH OF 3 CHEMICAL CLARIFIERS - 84 MGD TOTAL 9.5 MGD TO EACH OF 11 OF 13 FILTERS 105 MGD 105 MGD TOTAL Lo 6 161 .75 (INCLUDES 21 MGD FROM EXCESS FLOW PUMPS) 170 WEIR EL 161 .50 84) 162.60 162.60 A 162.44 162.43 160.33 WEIR EL 158.27 154.01 m 156.29 w w - / 155.00 N p p 159.43 V WEIR EL. 155.28 153.99 6 = _ _ = = -I ill _ 156.93 154.04 _ WEIR EL. 153.88 151 .75 WEIR EL. 138.25 160 co ❑ p 5 a /r - I --� 152.59 (WEIREL. 152.39 152.00 140.17 p / _ ��_ p p p p r ( ( ----- C---- - _ p p p p 138.68 138.17 - _ _ _ = 150 ( _ •6 - - 133.49 1 _____,1 k , .___.)/ i .0' m , _ - -! v 133.16 140 7 - T p I _ SECONDARY r 1 r J \. v CHEMICAL 1 EFFLUENT p MIX BOX DISTRIBUTION CHLORINE 42" & TUALATIN RIVER _____---- .____-_- ______________-__ -- ,)- STRUCTURE MIX ZONE ( 72" (100 YEAR FLOOD WS EL. 126.40)130 -___1 CHEMICAL CHEMICAL CHLORINE - METER CLARIFIER NO.1 CLARIFIER NO.1 CONTACT AERATION BASIN 4 SECONDARY (FIRST STAGE) (SECOND STAGE) BASIN NO.1 V CLARIFIER 4 - - 120 0 MGD - - - 50.25 16.50 37.5 MGD 21 MGD TO EXCESS FLOW BASIN 105 MGD N.. op-...../1110.-.111 111.111m- 170 MGD MGD FROM PC 1 & 2 170 FILTER EFFLUENT & WEIR CLEARWELL EFFLUENT FLOW 162.68 163.35 EL 163.25 STRUCTURE 110 p 4 = 154.70 MH E-1 160 - - 160 ;h , 153.88 f ' \ 100 { �'"---�� 144.54 1 3 3.4 9 �; 150 '--�� 142.83 -_______ 150 I DIFFUSER -I 144.46 WEIR ' 142.85 EL 141.33 OUTFALL 1 NN48" �/ 48" CONNECTION w 90 z \17._� 48" CONNECTION /Z60,, FROM PC 2 5 o - - 133.16 TO PC 3 EFFLUENT �- - ! / 54" CONNECTION - o 137.10 J FROM PC 1 z = �' = 140 140 E EE1 ___ ...._ ` 7 I ri imu ``,� . 4_ TUALATIN RIVER C 100 L D © FLOOD EL 126.00 .o PRIMARY EXCESS FLOW OVERFLOW -I - _ CLARIFIER STRUCTURE MH EFP-2 E 1 -6 J-BOX ? 0 130 . 130 8 ) z o MH EFP-5 60" CONNECTION TO a EXCESS FLOW PUMP STATION p 0 -6 60" CONNECTION FROM ow❑ DECHLORINATION STRUCTURE NOTE a 120 120 1. THESE HYDRAULIC PROFILES WERE TAKEN FROM DURHAM FACILITY 1 PHASE 3 EXPANSION PROJECT, DRAWING 21 & 22. PHASE 3 INFORMATION THEYARE FOR INFORMATION ONLY AND NOT FOR CONSTRUCTION. "; FOR EXCESS FLOW BASIN OUTFALL NO. 1 E INLET WEIR SURGE t STRUCTURE BASIN NO 1 INLET STRUCTURE a 110 \ 110 ci) ;` LI MH E-1 1, h i \\ \\3 100 \ v 100 ° ' DIFFUSER OUTFALL 1 \\\\\\ 74902P'4'.0 V. rr' ii. \ 000 i 90 90 'vp 1311. P4 KPH EXPIRES: 6-30-05 6° SCALE WARNING SUBMITTED BY '�.� GENERAL SHEET: OF 0 0 14 1 ::::ED HDR 1 , DURHAM FACILITY HYDRAULIC PROFILE - 3 oWG: 000-G-016 NONE IF THIS R DOES HDR (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH:( 0 ) M W C1eanWatServices PHASE 4 EXPANSION PHASE 3 INFORMATION o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. DATE: 23-FEB-2005 g THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED HDR (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 CIVIL SYMBOLS CIVIL GENERAL NOTES 0 123.25 9. PROPOSED IMPROVEMENT FINISHED ELEVATION 1.- 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL LOCATE ALL EXISTING i t) UTILITIES IN AND AROUND THE AREAS OF NEW CONSTRUCTION. THE CONTRACTOR SHALL 0 (123.25) EXISTING ELEVATION 0 POTHOLE FOR EXISTING UTILITIES PRIOR TO SUBMITTAL OF SHOP DRAWINGS, FOR POINTS EXISTING IMPROVEMENT c'l m OF CONNECTIONS. w U- EXISTING IMPROVEMENT TOP &" 2. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES TO REMAIN. /7/// TO BE REMOVED OR DEMOLISHED II 1 I 1 I 1 I I 1 1 . 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM CUT OR FILL SLOPE co c AVAILABLE RECORDS. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY Cb' SOIL BORING '6 FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR SHALL 1 i I E VERIFY ALL LOCATIONS AND EVATIONS AND SHALL TAKE ALL PRECAUTIONARY MEASURES 1 1 1 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, A 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 0 DETECTOR LOOP -.5 DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION. - -CIF- - CUT/FILL OR a) DAYLIGHT LINE co : 6. THE CONTRACTOR SHALL COMPLY WITH THE STATE DEPARTMENT OF HUMAN SERVICES CRITERIA, AND APPLICABLE CODES AND STANDARDS, FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS. _....____. _ _ ___...„. FLOW LINE STRUCTURE, TANK OR BUILDING 7. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 36 INCHES COVER ON ALL PIPELINES UNLESS S=0.0123 SLOPE ON PAVED SURFACE OTHERWISE SHOWN OR DIRECTED. 8. ELEVATIONS SHOWN ARE TO INVERT (FLOWLINE) OF CONDUIT. , 3:1 BERM SLOPE (HORIZ. TO VERT) _ .:::::::::: ...... . ... ASPHALT CONCRETE PAVING 9. STRAIGHT SLOPES SHALL BE MAINTAINED BETWEEN INVERTS SHOWN OR SPECIFIED. -- -:- :- ::::::::::::: (IN PLAN) BURIED ACCESS MH 1 (IN PLAN) LOCATE ON 10. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, PULL BOXES AND MANHOLES TO FINISHED SIDE SHOWN. GRADE UNLESS OTHERWISE SHOWN OR SPECIFIED. MANHOLES IN OPEN FIELDS SHALL BE SET TURF STONE PAVERS ONE FOOT ABOVE GRADE. APPROXIMATE RIM ELEVATIONS ARE SHOWN ON DRAWINGS. (IN PLAN) \ i `,■,\ ,\ ;s ====3 BURIED ACCESS MH 11. THE CONTRACTOR SHALL REMOVE DEMOLISTION AND CONSTRUCTION OPERATIONS (IN PROFILE). DEBRIS FROM THE OWNERS PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR .7 ,,..T .A.T , ..T . .T CONCRETE PAVING OR• DISPOSAL OR ASSOCIATED EXPENSES. 4. - A, • . - 'A. PERVIOUS CONCRETE PAVING . . --.. .° -. .° .. b -.* (IN PLAN) 12. COMPLY WITH LOCAL CODES AND APPLICABLE INDUSTRY STANDARDS FOR PIPE TRENCHING AND BACKFILL. AV/AR VALVE (IN PROFILE) `AWAVTAV/h; wAn\mg 13. BUILDING COORDINATES ARE TO OUTSIDE CORNER OF COLUMN OR BUILDING. EARTH (IN SECTION) AV/AR VALVE (IN PLAN)A 14. COORDINATE WORK ASSOCIATED WITH CONNECTING OR MODIFYING UTILITIES WITH THE IIII-I I I I I II= COMPACTED EARTH 4- APPROPRIATE UTILITY AGENCY PRIOR TO PERFORMING THE WORK. 11 ‘ , A/R VALVE (IN PROFILE) I II-,11 11--,, , i ,- (IN SECTION) 15. SEE MECHANICAL DRAWINGS FOR PIPING INSIDE STRUCTURES. 16. PROVIDE TWO MECHANICAL SLEEVE COUPLINGS WITH RESTRAINED HARNESS SETS FOR EACH + CONCRETE CURB PIPE PENETRATING A STRUCTURE WHETHER SHOWN ON THE DRAWINGS OR NOT. -111' "......"1"....U.". NON R SVIADLEV SE HLOOWC ANT(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 ‘ i BLOWOFF (IN PROFILE) PRESSURE PIPELINES) SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. SEE SPECIFICATIONS. I- GUTTER J- 17. OBTAIN AND ABIDE BY PERMITS REQUIRED BY LOCAL, STATE,AND FEDERAL AUTHORITIES PRIOR TO _ BLOWOFF (IN PLAN) .._ BEGINNING EXCAVATION. DROP INLET CATCH BASIN LOCATE ON SIDE SHOWN 18. CONTRACTOR SHALL RESTORE ALL SURVEY MONUMENTS THAT ARE DAMAGED OR DESTROYED CURBSIDE DROP INLET DURING CONSTRUCTION . r--------1 CATCH BASIN WITH = BUMPED HEAD LOCAL DEPRESSION 19. FOR STORMWATER POLLUTION PREVENTION PLAN, REFER TO SPEC 01570. = 1 SIDE INLET CATCH BASIN 20. OREGON LAW REQUIRES FOLLOWING RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION 1.1.--__-_ -_.1 WITH LOCAL DEPRESSION ._ - X FENCE CENTER. THESE RULES ARE SET FORTH IN O.A.R. 952-001-0010 THROUGH 952-001-0090. c YOU MAY OBTAIN THESE RULES BY CALLING THE CENTER. THE CENTER BUSINESS NUMBER IS CO -C! (503) 232-1987. ONE OF THE REQUIREMENTS OF THESE RULES IS THAT EXCAVATORS MUST O NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, 0 CONCRETE WALK 0 BEFORE COMMENCING AN EXCAVATION. t 0 0 0 0 cr) a_ 0 b - N / - DRIVEWAY/ACCESS RAMP C o) c _ U) co 0 6 a. 1 ›, co Li. Ei 03 t 0 a) 2 c) cn j a) Cl Co a) 0 t #' PRof "ff z c... 9 74902P r-- 6 . -:i4 it . . V. OREGO e e...,. NOTE: THIS IS A STANDARD GENERAL CIVIL -.1' 13, SYMBOLS DRAWING. NOT ALL SYMBOLS MAY ""'IN Kik\ BE USED ON THIS PROJECT. li, EXPIRES: 6-30-05 N. SUBMITTED BY L() o SCALE WARNING CIVIL SHEET: OF I - I v.) 0 0 1) 1 DESIGNED MWH 0 0 M IN 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE 1111 IN ASSOCIATION WITH: DURHAM FACILITY GENERAL CIVIL DWG: 000-GC-001 z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION NOTES AND SYMBOLS n NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 0 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 .................................................... ... OUTSIDE NOTES: CHAIN LINK FABRIC ---... s ; 1. SEE SPECIFICATIONS FOR 4" DIA GATE PLUNGER BAR TYPE © '`'----_--- - FENCE MATERIAL, COATINGS, LOCKABLE LATCH W/ A. LINE POSTS AND INSTALLATION REQUIREMENTS. (TYP) CENTER STOP SET IN WIDTH/2 (TYP) CONCRETE GATE WIDTH • a 10'OC MAX 2. SEE SPECIFICATIONS FOR I• TOP RAIL GATE WIDTH `- (AS SHOWN ON PLANS) ■ 0 CLEARANCES IN SNOW REGIONS. ;.;aaa+a;.•.;.; m , (AS SHOWN ON PLANS} • (4'-0" MIN) PAVEMENT ENT WHERE A -� ■ al.•a a/ra a a ala•.•a a a•.•ala/a•• a rift la a a∎•∎•A Ava a a ala A ■r -•a a a a a a a a: BUILDING ... ... TOP RAIL m 1111111 111t1111t11111111! iris 1111/11/11111 ►I/1!1!1.1 ■ SHOWN _ „ „ ltlt+l+l+t;1� 11111 i! !1l io.4 ►�,itiit t!11+it ►!111+1+l+Iii C-1 O 1 �alalal./al./a a+' r■ w �, 3. 12" DIAMETER X 18" DEEP w +11111 1 '+ �i.�i 111111 STRETCHER � � � � A �..,,.•.. , .� D 1111.441 411111141111111 i � (,, Al It 111 j V ►I1!♦ � ►a!�•aaa+� ���ilit�li•illt�iiliilai�laiila7il�la�� !�ilalalala�►a�ala�' =�►1 i it!i i !!!t ii CONCRETE STOP W/ INTERNAL BRACE 111 ♦ BAR •••• `,. ..-•-•.••••••-•• �.,...,...BOTTOM WIRE +t+� .1+1 �►! ►+/+1+t ►/tt+t114tIt+ /+it+t1/l++/+1/t/!1!Mrs.", . >1!!l111+1t+lit 1ll+iti+1lA ■11 404 so ►4!!11 11111 111 1 i! �� PLUNGER SLEEVE AND GATES +++4 ► 11GATE ,11++1+1+� STRETCHER 1 1 FRAME +Z 4_ � in C 903 FENCMOWING STRIP N ► l INTERBI■ It+�AT CR ATE U 1414141 a4a1a1 4 Q 11111/l ... in /�, `,�►�:��► - (TYP} t+t i ' ' TE POi CONC FOOTING ,\/, + ! � w ` 1 AND GATE SCHEDULE �. IP � TRUSS ROD +.4 a M = C-101 TYP ►14111 I4iti, z ~ ► ASSEMBLY TYP `.11 ►+•••1•1 � , It1 111 , D t1i11ti� J = i; ' ( W ••111 DIAGONAL ��:I:+oaia+at. '+:+aia+.iahiaia1:1:1:1:i:/:+a/a a AAA+:+�t i oa+alata+aia+a�t+� �+a+,tame, ►... y CONTINUOUS NO 7 (o 1`4+4i BRACE GATE POSTS SHALL BE DESIGNED _' w ►1! DIAGONA► t� .+.t-t.�_i,�.�•a,■ w't-s-t*4-t-t-t-tit-t-t-t-t�t-t-t-a�a�i i ma ■ ■��-�-�-�-a-�-�-s� Lt.U7 GALV STL TENSION N S ION WIRE 111! ■ BY AN ENGINEER. OTHERS SHALL .I I. T `�+, ,1;;.7I - i■+:+:�:�:•:•:•s:• FG p = ►11+i ■� BRACE 111 +++111++ a �! 114111111 -1- 1 1 �`_111! 11!111111 " !!t Q 111 �!i +ai►1.+a1a a�a ,a a a aliia a a a a a a a a a1a a B E 12 OR 5 X POST DIAMETER '' •'- °•!"► ,', • z w ►111 �1 4!111 !1111/ ►a-••t-t�i•�•A■ •-...A •�tt•a a a��•��,r�-a-t arm 3_ WHICHEVER I S GREATER . ° .- ������ �. ����'� .. • P p �latalj+a/atal� ���lalaial�ta1a1a1ai la+i+ala+ala4a� a a/a+aiaiaia+. AT:�.f.�•:*:*•M. �.�f ///,cam U '�'+'�'�'*'+'t'■ Ei vt-a-t--t-t-s-�►°t°t-�-�-t-t-l-t-a-tzEA_i ra--wo-a-�- ei f NOTES: i■: TENSION 1'1.• - I.... • ,-. ►:•:::. � i ° `�• � ' PAVEMENT o. �' ,� ` r�O 14 ,`.. :s� Ant.:t.::;: : :. WIRE ° I I.I • N . ° w I'I C M W r • �° � • : i° •�'�•• i� := s 1. SEE SPECS FOR FENCE MATERIAL L NOTES: ti MATERIAL < i- I , . s m -�� .� E-0 COATINGS,AND INSTALLATION ° , a� , I� w O �, , 1 la i io ,-. w Z co w ► • --- z ,r, REQUIREMENTS. - I • Ir, o L I z 1 ' `"� o m Z N L.L.m w 2. GATE TO BE INSTALLED WITH KEEPER 1' SIDEWALK 1. SEE SPECIFICATIONS FOR FENCE MATERIAL, COATINGS, p ° .. SIDEWALK `n ° •- Z ° w AND INSTALLATION REQUIREMENTS • .b. _' • SEE NOTE 3 cW . +. .�'. �r•t T CO m • . 1•�° I o "' " w_, TO SECURE IN OPEN POSITION. • 4.I • `4.1 .° Z ►�•� .° w 3. GATES LESS THAN 8'-0" IN WIDTH ° C.N.LI U Z 2. EXTENSION ARM MAY BE TURNED IN AT OPTION OF OWNER. GATE WIDTH (AS SHOWN ON PLANS) �I w m p SHALL BE SINGLE LEAF. o GATE POST w �- •► o •, , O 4. SEE SPECIFICATIONS FOR CLEARANCES ' • ° SET IN CONC w GATE AND CORNER POSTS SHALL BE ° ' •' ' T- • ° T m~w IN SNOW REGIONS r CHAIN LINK FENCE DESIGNED BYAN ENGINEER. OTHERS • ■ DOUBLE LEAF GATE GATE POST SINGLE LEAF PEDESTRIAN GATE 0-101 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 �� DESIGNED BYAN ENGINEER. OTHERS REV 040302 SHALL BE 12" OR 5 X POST DIAMETER, WHICHEVER IS GREATER y 6" NOTES: MORTAR DOME WWF GRIND EDGE OF PIPE GROUT CONCRETE CURB C_128 4x4-W4xW4 1. GATE AND CORNER POSTS SHALL BE DESIGNED BY C-101 BATTER 3:12 IF SHOWN ON (TYP) PLANS AND ENGINEER. OTHERS SHALL BE 12"OR 5X POST I . .a . •d•.p DIAMETER, WHICHEVER IS GREATER. •• d :^ . '•= A Iti 2. BOTTOM OF FTG TO BE SET BELOW FROST LINE. 6"GALV STEEL PIPE _ °,�•4 - _. - p'4°. WIDTH PER PLAN %" R FILLED WITH CONCRETE. y a - �+ S O OS E CORNER, GATE, SAW CUT FULL DEPTH FOR SLOPE SEE GRADING AND PAVING DRAWINGS o c?: / FOR EL SEE GRADING r■ •,-- NEW BITUMINOUS BITUMINOUS TACK COAT AND PAVING DRAWINGS in SURFACE COURSE o o c`,1 w LI_ EXISTING BITUMINOUS \// > .7m-db:wqmi 7:z... ,,,,.....i.o..D.....itr f IP-RA:/A1M0R c*) BITUMINOUS , SURFACE COURSE ' '\ ..°13-7711: b b C\I PRIME COAT -.. 12" \ , '.1... ... aitilibr,, s\CN1 \\A 4<N> • —"1"141r•ilk* hi 15 , ba5ildrdrAitC7b0 (95Pb660 iCt7cSoc•Il• ')c::1-::c ''c-71---c-2cc-(3--P (C*41cc"--CC;''cc-c-- '- 4101%lia tb,,, .,k N 80001%'its.110‘0400%qpacps168%Oe‘y 1 BEDDING 1 Ababa' •Y li___ Nakii,„„grab . \ ' 11 APPROX ct )( 1z-A eltAPID-11*dqt %•14;1°°*%11 491" 2 FILTER FABRIC 1 / z • ?'.16.11 0401(vin*Alan••1104Pir Ct ) Cr'C < <\,\\I /' i H Trl i I- 1 1 L 2d \... " 1. _g NOTES: COMPACTED SUBGRADE i.: a) 1. d=9" UNO. co NEW AGGREGATE EXISTING AGGREGATE BASE COURSE 2. FOR RIP-RAP ARMOR AND BEDDING SIZE, SEE SPECS. TO BE PROTECTED AND REMAIN BASE COURSE UNDISTURBED TO PREVENT LOSS OF DENSITY AND SUPPORT UNDER EXISTING BITUMINOUS PAVEMENT ASPHALT PAVEMENT JOINT DETAIL C-134 RIP-RAP & ARMOR PROTECTION REV 010300 0-202 REV 121504 #4 " Z-10" MIN CAST IRON FRAME AND COVER q.DRAINAGE DITCH -.4q FOR PIPE LOCATION & TYP 8" @ 9 ( ) RA a..ic 2" SQUARE 1" ECC PLUG VALVE,THREADED I SIZE SEE PLAN E 'IN`N.,, s% 77 DRAIN PIPE -0,7 *,.0 ip WA '<x• PAVEMENT WITH NIPPLE AND QUICK CONNECT SET FLUSH WITH EXTEND TO o 111 ,,,/------__ FEMALE END TYPE PAVEMENT OR CONCRETE 7 cr, 1 i 1/2"X 3/8 "STEEL APPROX EXTENSION 1.5 D ABOVE 1 _ _ . I FINISHED BARS @ 4"OC WITH iv 1 .. tip 6 OF RIP-RAP CHANNEL INVERT Alit.--. I 0 I , . - GRADE . ,- cArini 'It 3/8" BANDING BAR ALL II TRANSITION TO AROUND, SEAL WELDS, 1 is) 4. . NIL .:.Y: :c - --•■ , - ,t i i • REQD CHANNEL '. _ GALVANIZE AFTER 4,111 , coN:BREENTDEJ \\\ _ .. . ?.-:- N..7/ /,;. ;t. - . N . . • • A • SECTION SEE di , i. ,. FABRICATION — —0 CAP SCREWS 316 SS TAPPED BALI D 14Fit N'CGAESRT HI RoOL EN ICNAtD EWN IT-7-IR PLAN 0 ,ei b) P. . .1 1.4D . II %" HOLE FOR"W —J CO < 1144 A A . • .:: . Fi,L A,s.cNA GH E80Wx . . NIPPLE (HEADWALL ADH ANCHOR )— FLOW A in ENTRANCE/EXIT) WITH NUT&WASHER •/ . A' 11a.■■■•• TRASH RACK DETAIL PLAN PLAN TYP EACH CORNER > • ., I wig, .. C-221 • A AND @ 18" MAX PRE-CAST CONCRETE je . 4" I._ 0 TYPICAL PLAN SPACING TOP BOX WITH TRAFFIC ---" --IP- MIN 1 . #4 @ 9" • . MIN A ..' (.9. COVER(H-20 RATED I • - i" z impHl le 611 ....., l's, '\,, WYE BRANCH IN TRAFFIC AREA A" . 0. 0 .0 ° .■ .0.0 0 00_0. A, , 0 ' . . En 'VFW'. .4 `11 miNr. 0 0 O 6 o ° 0 0 ° 0000 0 0 0 0 0 m V 0---- —41 V CONCRETE . / ..N.,./AA.N. ......._ 0 0 0 0 .0 O 0 " 00° c). ° "I't GRAVEL — ,A04•00/.; ;:. -- - . . 0 oo 0 . - •..c EXTEND TO 1.5D I • -.7.,7: — igo°00Q. 00 cs) 00° oc) ?0.0c3c) . fa oc)oo I iiii.;.:-. r.-;:......„--------- II - z ABOVE CHANNEL 0 k) -. . I .-: ;::-. . • •.. .. 0.:., - INVERT Iv , ' 0 -- ---':----------""-"-'-"------------------..---- AS INDICATED • 'I•4 CONNECTORS OR PIPE CONSISTENT 0 C-202 - NOTE: INVERT ELEVATION HARNESS FOR THRUST WITH SERVICE LINE Lo. °,4='-`7•• -.• --g 0.--:v • .,, hi% I ik 6' - P \ #4 @ 9" — -L.— — 1. IF IN UNIMPROVED AREA TOP SEWER MAIN STATION AS REQUIRED (SEE PIPING SCHEDULE) ■-• —1 a TYP EACH SIDE A : -1".' SHALL BE 6"ABOVE GRADE. • 0 . • • SEWER MAIN Cy 9" D 8" • • . -. . 2. SEE PLAN FOR STATION AND INVERT ELEVATION. 11. W .. 1. 41 ifyp #4©9" .. • . i .• PIPE AND FITTINGS SHALL BE OF THE SAME FILTER FABRIC q- • ,• MATERIALAS THE MAIN LINE SEWER. FLOW TYPICAL DETAIL PLAN & SECTION ELEVATION (SIDE ENTRANCE) TYPICAL GRADING PLAN LARGE DRAIN PIPE TRASH RACK CLEANOUT TO GRADE (COTG) PRESSURIZED SYSTEM CLEANOUT C 220 C 221 C-302 C-305 c INLET AND OUTLET REV 010400 REV 010500 REV 010500 TO GRADE (PCOTG) REV 010500 a) "c! cv) o o C.) o o o of) ta. 0 5 L) c a) 0 c a) 03 CD 0 6 a. 1 4' cc u.. i g m 0 li a) o cc) ci) a) 0 c 1 ea a) 0 7/1 c.) a) CSO PROF IT gz 74902P r"-- Iv EXPIRES: 6-30-05 Lo r■ SUBMITTED BY in SCALE WARNING o cn in 0 X 1 DESIGNED MWH ,._ DURHAM FACILITY DWG: 000-GC-003 I I ( 0 ) M IN 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE H IN ASSOCIATION WITH: z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION GENERAL CIVIL DETAILS-2 .ID NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 23-FEB-2005 .g Our commitment is clear. " THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY ARCHITECTS ASSOCIATIVE INC OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 ........................................................................ ............................................................................... ..................................................................................... ,................................................. A. FLEXIBLE PIPE REFERS TO ALL STEEL, DUCTILE-IRON AND PLASTIC PIPES. (I) co Cl) B. TYPICAL TRENCH SECTIONS (I, II AND III)ARE TO BE USED ONLY WHERE STABLE, _10 COMPACT SOIL CONDITIONS EXIST. IF BOULDER OR LARGE OBSTRUCTIONS WOULD 21 w0 MI w0 _1 w 9.0 BE ENCOUNTERED,TRENCH SECTIONS MAY BE DEEPER OR WIDER THAN SHOWN. EL 0- -i u) MAX TRENCH WIDTH @ TOP OF PIPE 0: 0- -J CO MAX TRENCH WIDTH @ TOP OF PIPE ..., ri-- .-1"' THE ENGINEER SHOULD BE ADVISED SHOULD THIS OCCUR. < 0 w z < w OD +36" FOR, 18" & LARGER PIPE OD < 0 W OD + 36" FOR, 18"&LARGER PIPE OD < 0 w z < w U- co co OD + 24" FOR LESS THAN 18" LT. co Cl) OD +24" FOR LESS THAN 18" LI ca Cl) igul , . ci C. THE NEED FOR PROTECTIVE SYSTEMS,AND EXCAVATION SLOPES SHALL BE DETERMINED -'o --.\ \..,:, ',•\y/. • ,,,y -v.,,,,7•7 \,://,>,1/47.,/- i EO: A, ZO ■/# wm CONSIDERING APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY STANDARDS. _. / \ - ./.„ \\ \-..„„. . -i \v\...7 4 - - _ - - - - - - - - - - - - - - - - -..-.--. - -7/ e 71 c''' D. PROTECTIVE SYSTEMS SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE Nti/ Xf . . 0 ,,"/\<„, , / APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY STANDARDS AND REGULATIONS. w /_,\,',4, -(1- `N/4 /,\ z 0 (1) (NI C•1 0 (/) \).\ 0 (f) CN I CN \//,% N 0 I A V A 6 NQ /‘,./,., v,„/<,., V I A \'*;. N 0 V A \ M W al E. SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO THE ENGINEER m Lu ,y\ / 5. < ., i IJ-I < < /* - - < < 0 0- 0 0 0- /, " 0 5 -0 CL El 6 ' REGARDING PIPE DESIGN AND COMPLIANCE WITH APPLICABLE LOCAL, z ci) / / W W Z (1) Z ") I t:5 ' , , ,./\,/ a. a_ LLI LLI LU LU F-I W LU W W I- CL CL CC W CI CI_ IE a. STATE AND FEDERAL(OSHA)SAFETY STANDARDS. w w W w 2 x 'A-\. E: cT. CL W s■ 1- CO Er. Ei: .../ 1---. u) ....„.s.> 8 -N., r I 8: OWEL 8 F. UNSUPPORTED VERTICAL AND/OR SLOPING TRENCH WALL SLOPES SHALL NOT BE STEEPER „ v/ \.\ A_ THAN ALLOWED BYAPPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY STANDARDS TOP OF N N\ TOP OF 'ff;. z z tin - TOP OF z 11.. Z a 0) ilik k , 6 E EN Z ci) V/, N, co- IN - 0 PIPE (OD) -■,1/4 -' .='. "... 0 MP AND REGULATIONS, UNLESS SUPPORTING DOCUMENTATION IS SUBMITTED,ACCORDING PIPE (OD) --Nk\ \ .•\ 2 T-- 2 8 I PIPE (OD)-%) \c ;` 2 "v- 2 W /\ I ,,,,, I TO AFOREMENTIONED SAFETY STANDARDS. DS 2 \/, ,_. 05 \ z cf) 1.J w 0 wz N 1-'-'7--"" cf) L.,, rj) , 0 f-za 0 z CLUi LZ3 LU \ \\* W W Z U-I W aid W 0 e-, w W 0 W ,/ G. TRENCH SECTIONS OTHER THAN THE TYPICAL SECTIONS SHOWN MAY BE 111 Ce \ \ 2 W `-1 \)>> //\ 0 2 0_ NI W UTILIZED PROVIDED THEY COMPLY WITH APPLICABLE LOCAL, STATE AND Cf? I- I/ ro EL N U? V Lli 6) LI-I -I --W -% 0 u) U) W W .2j i-ce -c-a FEDERAL(OSHA)SAFETY STANDARDS AND REGULATIONS. /\\ 2\ %........) W W --I CO w 0_ =_J --I />Ys/\\ Pi ici231 O. L- N. ___} CO W W - ELM a.- . DOCUMENTATION SUPPORTING THIS COMPLIANCE AND PIPE DESIGN ,\, ,\ w w Er. ,L.uvw ,\ . . I, (-) CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER. TRENCH \ : .-7-7 . --.-. . .. >,/ b 0 TRENCH '\/ . . . . TRENCH N, - . . m< coi:. BOTTOM . \\N -.• * ..; . •.. . , , ,-- al . . .\ o BOTTOM . \ ... • ' . . ..' .".• °- an< w BOTTOM-‘x.,,\ . .. .... : . , ..- w n H. IF OVER-EXCAVATION DUE TO POOR FOUNDATION MATERIAL IS ORDERED • - • • • • „..,:\ „,,, \\\,,,......,.. . ,,,,,,, ..1 (\/ \,\\,, \ \ •\/' r .\ \\\\\,\\ •\// A BY THE ENGINEER,THE BACKFILL MATERIAL SHALL BE ACCORDING TO `.\ ''.•">. „.,. - BEDDING '" .. . - BEDDING A .1 - BEDDING THE EARTHWORK SECTION OF THE SPECIFICATIONS ARTICLE ENTITLED, "USE OF FILL, BACKFILL AND EMBANKMENT MATERIAL TYPES." MIN TRENCH BOTTOM WIDTH: MIN TRENCH BOTTOM WIDTH: OD+24" FOR MECHANICAL COMPACTION OD +24" FOR MECHANICAL COMPACTION MIN TRENCH BOTTOM WIDTH: 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 010301 A. RIGID PIPE REFERS TO ALL TYPES OF REINFORCED AND UN-REINFORCED . CONCRETE PIPE AND VITRIFIED CLAY PIPE. !!) Cl) (l) ...1 0 I (- -J W ) _J _O B. TYPICAL TRENCH SECTIONS (I, II AND HOARE TO BE USED ONLY WHERE STABLE, cr a. DLu _I Lu COMPACT SOIL CONDITIONS EXIST. IF BOULDER OR LARGE OBSTRUCTIONS WOULD <Ow MAX TRENCH WIDTH @ TOP OF PIPE it 0- --i co MAX TRENCH WIDTH @ TOP OF PIPE EL- (1- -J ro BE ENCOUNTERED,TRENCH SECTIONS MAY BE DEEPER OR WIDER THAN SHOWN. z< w OD + 36" FOR, 18"& LARGER PIPE OD < u w OD +36" FOR, 18"& LARGER PIPE OD < (..) w z < w z < w LT:m u) THE ENGINEER SHOULD BE ADVISED SHOULD THIS OCCUR. OD +24 FOR LESS THAN 18" EL- m co OD +24 FOR LESS THAN 18" EL m co T T v C. THE NEED FOR PROTECTIVE SYSTEMS,AND EXCAVATION SLOPES SHALL BE to .\/*\>.; _. / \".\\,- \/\..\\, \- A UT r a:. ... _. , r DETERMINED CONSIDERING APPLICABLE LOCAL, STATE AND FEDERAL(OSHA) ___ /\ 4 / / \ \ _ - - - - - - - - - - - - - - - - - - - - / - - - - - - - X II SAFETY STANDARDS AND REGULATIONS. w 4111 ,/ z zuj 0 co .,/\> NQ bn D. PROTECTIVE SYSTEMS SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE 0 co NQ ,,,, , N 0 \\<, ■/#1 APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY STANDARDS AND REGULATIONS. I w -\ 'N',.. x w ,i \ z w Z/v 00 4:A101 ! 7 zfi cncL /. ° °- E. SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO THE ENGINEER REGARDING PIPE W W \ < F--I W W 0 V F- W W CL W DESIGN AND COMPLIANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY ce W // - I- Co.\." Wo- Ce W F- CO \,,, / I- CO '//&///' Wa- 0-1"-M /.) /\// a a - STANDARDS. V \\A\.\\„ _ __<_,\_/\. / .2:_. __:\_\ \.___ - ,,. TOP OF - - - ,.. ---z 1-- - T O F . 2 I F. UNSUPPORTED VERTICAL AND/OR SLOPING TRENCH WALL SLOPES SHALL NOT BE STEEPER PIPE (0D)---14, \ " • 7;764 .7,-1- ----co i---- • / , (.) 0 PIPE (OD) / ' C s i - (I) ■ \ ,_ 2 0 PIPE (OD) ---Nk N - u) / THAN ALLOWED BY APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY STANDARDS Luz PIPE SPRING Luz() AND REGULATIONS, UNLESS SUPPORTING DOCUMENTATION IS SUBMITTED,ACCORDING TO PIPE SPRING >,\ a. w w ct PIPE SPRING \ a.Lu w Co w u) ,... LINE z w ,./ rX AFOREMENTIONED SAFETY STANDARDS. LINE ;F21 z . ,_ Ow N CI) LINE T )/ z w I- OW N Cn I--W ZI-- 1- - r.,1 u) w fr' w r A G. TRENCH SECTIONS OTHER THAN THE TYPICAL SECTIONS SHOWN MAY BE UTILIZED PROVIDED / .., w -II w If w 2, 0 .//Q), 2 a. ., CL --J ,• LL a / A -.` a: CC ' , Ell 111111JA L//. THEY COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL(OSHA)SAFETY STANDARDS AND 13 . a: REGULATIONS. DOCUMENTATION SUPPORTING THIS COMPLIANCE AND PIPE DESIGN CALCULATIONS 0 Lc IA .4/ -....,.. ,.......; , y 6 co ../ .... „.... , rri- 5- SHALL BE SUBMITTED TO THE ENGINEER. / 71 v ) < 2 1 2 - ■ w \ A„ 6 ca ir w /4■ AlfA14 \,? 6 co w ,....„ ...................,.................. . .A,■■46.,.■411,•I h.A.-A Al■4h.4. \ ., >./ ...■Al,.1■.AL Alk.AL.Ali.411.Allb.A.411,A.41, ' ./<\., \ ' /A /Y//, / / Co ' f<sc „IN /A /, //. /// A /<:\ .4 4\ H. IF OVER-EXCAVATION DUE TO POOR FOUNDATION MATERIAL IS ORDERED BY THE ENGINEER,THE I 4 1.11\ 0 (9 w to" •1 \ Ei-Ow LTRENCH I• •1 \ ow °- TRENCH TRENCH BACKFILL MATERIAL SHALL BE ACCORDING TO THE EARTHWORK SECTION OF THE SPECIFICATIONS MIN TRENCH BOTTOM WIDTH: z a. MIN TRENCH BOTTOM WIDTH: MIN TRENCH BOTTOM WIDTH: ARTICLE ENTITLED, "USE OF FILL, BACKFILL AND EMBANKMENT MATERIAL TYPES." OD+24" FOR MECHANICAL 5u) TRENCH OD + 24" FOR MECHANICAL 0 cl. BOTTOM OD+24" FOR MECHANICAL COMPACTION 0 BOTTOM Lu w COMPACTION w w mw COMPACTION w w BOTTOM H CO w I. IF DURING CONSTRUCTION,THE WATER TABLE WILL BE DISCOVERED TO BE ABOVE THE OD + 18" FOR WATER CONSOLIDATION CI3 Ci) OD + 18" FOR WATER CONSOLIDATION w OD + 18" FOR WATER CONSOLIDATION w Cl) co 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 II TRENCH SECTION-TYPE III TRENCH SECTION THE BACKFILL MATERIAL SHALL BE ACCORDING TO THE EARTHWORK SECTIONS OF THE C-602 °) c SPECIFICATIONS, OR AS ORDERED BY THE ENGINEER. RIGID PIPE REV 010301 "c., a 8 0 WIDTH OF DUCT+8 9" MIN CRUSHED ROCK, .0 .9 • 1 NOTE: MATCH EXISTING ROAD 4"TYP CORPORATION STOP , coc)c)0 BACKFILL TO BE BROUGHT FINISH GRADE PIPE 0D+8" 'lie- --- DOUBLE STRAP 0 4"TYP ao l'" 4 P\ UP UNIFORMLY ON BOTH 5 II. 411 00 /4 , SERVICE SADDLE 0 TRENCH ZONE 00 , SIDES OF CONC.SUPPORT ALL NON-METALLIC 214" MAX DUCTILE IRON PIPE/ C FILL 00 \ I / \s4 r, , , ___ __ __ __ 8 .,>,\7\7i/\>, - • - . -- a • - • -a -• La *-. cl - -' • .ra PIPES, CONDUITS AND .1 " THICK EXPANSION (f) r- PVC PIPE E " ! ',', ' =. '°=- SEWERS u) JOINT FILLER MATERIAL 4 W ) V. 1 1) ...4. ' ° 4 - 0 - ..4-\:':.4.. ' ° 4 • w - . • ' ' ° cl-- k-- \ J --- - - - - - - E2 e ,- °'..•-..,.. ' < U) •xy).>>,.•,,y\v..•‘..,,,., \-, " , < - e CONCRETE SUPPORT D • ° > \ :: . e. ./ EXISTING PIPE OR DUCT \7, \f/ \ \\/7/7/ > , • . - e Co a 'X/` /X/7 , - • .9 .9 .9 a. ( 1111111111111 \ A ', ...fr .• ■ • . \... .. .:,. ill . As%Nil SPONGE THICK BETWEEN Tv v E E N P I p E S'llijg. #4. 1 .., .7i,......:: 4-#6 -t".Eiti . . - k a • . a 4 . • • .Q '' • :(0) ___ ____ u. . .,• . :,, ... .e. - D. -.---.J'a."* ' - - - . 24, s., . . •.>„ - . • • I `1. . :4. , .. ..-4immi...mmoiamiii. • e,. . ,A. . 4 ,......,..---- 6"MIN 414 COMPACTED 1.....J / tE GRAVEL , ,111111111011111011M 107.4 • - , 140111., CONCRETE FULL WIDTH OF TRENCH, 1/ \ IIISEM5N111111Rli\ , 1 \ ii #6 @ 9" /, .\ 1-6" I SECTION 1 \ „ ., ,s,% \ PROVIDE CONCRETE FOOTING WITH - - - .0 /\\'*\ '`i;"•' K.<• /. MINIMUM DEPTH OF 6" (TYP) . , , ', 63 1" NEOPRENE 0\>))1 ) ALTERNATE LOCATION FOR ___ NOTES: REPAIR CLAMP AND CONC NEW PIPE ,_1 a) SPONGE "--■,,,,, BLOCK FOR TRENCH WITH 12"MIN REPLACE VCP OR CONG PIPE 1. FOR LARGER CONNECTIONS PROVIDE TAPPING TEE OR TEE 0 L EXISTING PIPE SLOPING SIDES P. I WITH CLASS 150 CAST IRON PIPE NOTES: FITTING I NOTE: _ _ 1■■■ ZONE FILL 12" MIN 02 1. SLAB AND REINFORCING SHALL BE CONTINUOUS z 1, 4,m ,4, , r EXISTING VCP OR CONC PIPE 1. UNDERGROUND UTILITY SUPPORTS ARE TO BE PROVIDED WHEN 2. FOR PVC PIPE STAGGER ADJACENT TAP 22 1/2"WHERE TAPS (.) OVER PIPE-ACROSS ROAD TO 4'-O"BEYOND "n MINIMUM CLEARANCE OF 12 INCHES CANNOT BE PROVIDED. ARE SPACED LESS THAN 10'-0"ON CENTER (1) EDGE OF ROAD(TYPICAL). \ I fizeo=1E l. r 1 -IMI=A v 0... I I_ , _ I_T_) cse PROF _ _ 2 T. A . 1 l 2. EXISTING PIPE OR DUCT SHALL BE FIRMLY SUPPORTED 0 a. REPAIR DURING INSTALLATION OF NEW PIPE AND SUPPORT. z CLAMP(TYP) COMPACTED f: . 74902P r-- 6 8" MIN'‘ Ai BACKFILL • , w 9 ii.: CONC BLOCK /4 wr4 UNDERGROUND UTILITY SUPPORT SERVICE TAP CONCRETE PIPE PROTECTION - -i• C-607 ri C 608 C-619 REV 010700 PIPELINE REV 010700 REV 011100 4,1fr 13,1.- 4. 1111114118111 ..-,_ SEWER CONNE6TIbN ACROSS PIPE TRENCH EXPIRES: 6-30-05 Lr) 1.••■ ...■ , SCALE WARNING SUBMITTED BY CIVIL SHEET: OF ocill 0 1.4 1 DESIGNED MWH DURHAM FACILITY GENERAL CIVIL DETAILS-3 DWG: 000-GC-004 I - I (PROJECT MANAGERS NAME) LICENSE NO. DATE ( 0 ) M VII H IN ASSOCIATION WITH: 6 ' z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION -0 NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. DATE: 23-FEB-2005 9) - THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 .................................................................................. . .......................................................................................... .......................................................................................... .. ,................................................................. . c) c) N- U) 0 0 Cil W Li- d) (N ai al 0 0 a_ 4-(71 L.: a) U) n SET FLUSH IN PAVED AREAS 1----SET 3" ABOVE GRADE IN PARKWAY&SIMILAR I AREAS FINISH GRADE I 12" MAX rikitag: 1,11,,N. MI ¶ iiii 10-Ye DIA TRAFFIC BOX WITH 2'-0" SQUARE CONCRETE PAD CAST IRON FRAME AND COVER 2" AWWA SQUARE ...., 011111MIIIIIIMI MARKED [*] iffj- 0 OPERATING NUT PROVIDE VALVE STEM EXTENSION WHERE DEPTH 1 2' MIN ihr ,_ 1-X" DIA STEEL SHAFT TO OPERATOR EXCEEDS 2' „,,,, X" FLAT PL EXTENSION MACHINE I (SEE DETAIL RIGHT) CENTERING GUIDE TO MATCH NUT 8" CAST IRON SOIL PIPE I IPPir- " REDWOOD BLOCKS ---'41 ' c EPT UT TG EN R/AFL1-VYE VIIIV I-SVTE °R 141 1, I • 1/8 CRUSHED ROCK .- >-- ' '7 % II i GATE VALVE INSTALLATION — "J/2 •,. o'al a ---t.... NI • • ADAPTOR TO FIT AWWA ' 1111 SQUARE NUT .4*--Alt- 1 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 C-640 c a) "c? in cz:) • REV 011200 O 114"WALL WALL FLANGE 1 I., 1/4 NPT TAP FOR o OUTSIDE FACE AIR/SOAP TEST B "HOLD BACK 3 o CENTERED IN o L. i..- co WALL, SEE PROVIDE INSULATING NOTE 5 NOTE 2 AND 3 C-701 FROM WELD,TYP a. POINT OF TANGENCY i,,w......t ri7, O TABLE BELOW 1" :1- - ,,... — FLANGE TYP UNO A CEMENT MORTAR 5 OF BELL RADIUS b 11;.%.:1.:...i.:•::. 12" t" V NOTE 1 MIN (LAP JOINT) DIAPERED JOINT COATING,TYP c 2 PIPE FLUSH WITH WALL DWGS Mr '.g IF PIPE TERMINATES AT __ _±..:_-_:._________ SLEEVE OR MECH- '1/41, PROTECTION \ la M. .c3) STRUCTURE. COAT CUT TYPE COUPLING 11111111111M1101116 AS SPECIFIED, TYP i END OF PIPE WITH SEE DWGS -MIIPFAIIIPYAIPYAIPFAL 4.11/4NIILNIP- .- 1 ill 11.III likk 0 EPDXY S STEEL CYLINDER k........w.s..0..wwwieVIV. ,A.r.'"!..AF. .AF4". tr.; - Arr''.....Dt7ar"iii.;■.• 6 a. NOTES: OP .14 BEYOND _ 1 ------1— - 1. DIMENSION "A" CORRESPONDS TO THE COMPLETED JOINT OVERLAP I I '141 t LINING SAME AS AFTER WELDING. DIMENSION "A" SHALL BE THE GREATER OF 3" .. 1/4"TAPPED HOLE SEE NOTE 1 /I ca ,/\ / L.L. CONNECTING PIPE OR 5t, MINIMUM. El END TO SUIT / 2. FOR STANDARD JOINTS,THE MINIMUM DIMENSION "B"SHALL BE AS BACKING PLATE IN GAP FOR INSIDE JOINT MORTAR (13 CONNECTING -E REQUIRED TO PROVIDE THE MINIMUM OVERLAP DIMENSION "A"AND FULL WIDTH OF APPLIED AFTER m PIPE SEE DWGS O .-, MAINTAIN THE INDICATED HOLDBACK FOR THE WELD. 404 JOINT COMPLETION OF JOINT, 17) ...4.474 .A. ;:olk a) ALL EXPOSED PPE P. SEE NOTE 1 .L.) AND COUPLING TO BE 3. FOR SPECIAL TEMPERATURE CONTROL JOINTS,THE MINIMUM DIMENSION IPAF - • •••• • ..-••"- . •. .••• •. . COATED PER SPECS "B"SHALL BE INCREASED BY AT LEAST 3 INCHES. AT THE TIME OF NOTES: co INSTALLATION AND PRIOR TO WELDING, THE SPIGOT SHALL BE INSERTED BUTT ,1 I. SHOP APPLIED CEMENT MORTAR LINING SHOWN. OMIT INSIDE a) WALL FLANGE INTO THE LENGTHENED BELL TO PROVIDE"A" +3 INCHES MINIMUM STRAP 0 PLATE THICKNESS OVERLAP. SEE SPECIFICATIONS FOR SPECIAL TEMPERATURE CONTROL JOINT WELDING REQUIREMENTS. JOINT MORTAR REPAIR FOR FIELD APPLIED CEMENT MORTAR LINING. C1 PIPE SIZE STEEL PLATE 2. CONTRACTOR SHALL CONDUCT AN AIR/SOAP SOLUTION LEAK TEST ca 4. FILLET WELDS FOR BELL AND SPIGOT LAP JOINTS SHOWN. FILLET AT 40 PSI AIR PRESSURE IN ADDITION TO DYE PENETRANT OR c...) 30"& UNDER 1/4" WELDS ON OTHER JOINTS ARE SIMILAR. MAGNETIC PARTICLE TESTING. IF LEAKS ARE DETECTED, REPAIR AND 'P.) 5 31"TO 60" 5/16" 5. CONTRACTOR MAY PUT TAP ON SPIGOT ID AT HIS DISCRETION. RETEST THE WELDS UNTIL THERE ARE NO DEFECTS. PLUG HOLES WITH A THREADED OR WELDED PLUG AT COMPLETION OF TEST cp PRof •...... 2 61"&OVER 3/8" AND COATAS SHOWN.TAP HOLES MAY BE ON INSIDE OR a. 6. THE JOINTS SHALL BE FABRICATED AND INSTALLED TO BE WITHIN THE OUTSIDE OF JOINT. _..,Gibr. /4;2_, z TOLERANCES INDICATED.THE TOLERANCE REQUIREMENTS SHALL APPLY c.. 44,1' 444 ir.0 -;-, ai TO BOTH WELDS AND TO BOTH STRAIGHT AND DEFLECTED JOINTS. tz - 74902P t..-- . . q I, STEEL PIPE THROUGH OR LAP JOINT WELD BUTT STRAP SPLICE LAP WELDED SLIP JOINT , 0-681 C-701 C 705 C-706 LIA64,1, TERMINATING AT WALL REV 011300 REV 030102 REV 030502 CWSP - CML&C) REV 030502 ul EXPIRES: 6-30-05 N-k / Ln SCALE WARNING SUBMITTED BY , o -•-‘, en CIVIL SHEET: OF Ln 0 li 1 DESIGNED MWH I . I ( 0 ) M W 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY DWG: 000-GC-005 H IN ASSOCIATION WITH: z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services JD NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION GENERAL CIVIL DETAILS-4 O 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 ..............................................................................................................................................................................................................................._................................................................................................................................................................ ....................................................... . . ......................................... BACKING PLATE NOTES: FIELD PLACED CEMENT CENTERED ON JOINT o GROUT AND DIAPER 1. CONTRACTOR SHALL CONDUCT AN AIR/SOAP SOLUTION LEAK . r CEMENT MORTAR BUTT STRAP WIDTH OVERLAP C-701 TEST AT 40 PSI AIR PRESSURE IN ADDITION TO DYE PENETRANT ,,`' .• /REQUIREMENTS OR MAGNETIC PARTICLE TESTING PERFORMED BY THE COATING SEE NOTE 4 (TYP) CONSTRUCTION MANAGER. IF LEAKS ARE DETECTED, REPAIR CI 4x4 W1.4xW1.4 4"MIN" AND RETEST THE WELDS UNTIL THERE ARE NO DEFECTS. PLUG MI HOLES WITH A THREADED OR WELDED PLUG AT COMPLETION OF - _ -_ -- - - -- WWF FOR LINING -41 PP 4 MR - - - 24" MAX TEST AND COAT AS SHOWN. TAP HOLES MAY BE ON INSIDE OR • • _ _ - - . :-.÷:;‘,••;114- T...-'. - - - - - AND COATING LAw ...-, , .. 0.,. 4_0_0. _ . -_ _ - - - •"c.'d,•!...-:`61:,...;.';'...-z%4 •*,'_f".o:'-07. •-••°-- ':".*z: - - - '•-;•,;.l'..•,..:--••‘: 7.--5:,.r JOINT REPAIR C-701 OUTSIDE OF JOINT. c., . • ..--..•-• • ---... • - KII•XIIIIINI•al w.iswmw■rmiiaiv.fAimw.hswAwmw wirlarmwartAiri.a7AwiiiirAiiiiarAti il (TYP) _ __-_-__ -_- _- _-_ -- :-_- - MORTAR 2. SHOP APPLIED CEMENT MORTAR LINING SHOWN. OMIT INSIDE 6 - JOINT,AS JOINT MORTAR REPAIR FOR FIELD APPLIED CEMENT MORTAR co 1p" CLEM" CLEA SPECD LINING. cp FIELD APPLIED JOINT .411 / 11P* \-- MORTAR LINING COVER CEMENT 3. FOR FIELD WELDING OF INDIVIDUAL BUTT STRAP PIECES TO 15 / NNNNN‹.0. v\-- INSIDE DIA t,TYP \ii, iiMMILUMMEN1111111111111111firiMMEW--- -- . llabler11111111111111111111111111M11111111111M1111111MIIIMIIIINF.-.": --_- " EACH OTHER, SEE DETAIL C-705. EL MORTAR PROTECTION, cM0OARTTIANRG (TYP)SEE NOTE 1 A 4 6" MIN COATING mom sp wiliagimigiamwmin - - -- - -_ 4. UNLESS OTHERWISE INDICATED, BUTT STRAP WIDTH SHALL AND LINING HOLDBACK wimp y AgyAriAwa ......■r...m... AR vAnymiljaiyali CONFORM TO THE LIMITATIONS SHOWN FOR PIPE END --.---: -- = -- matiffilliffir AMON- - - =- -- _ _- SEPARATION AND OVERLAP REQUIREMENTS. FROM WELD,TYP 3' Luct cou:i INSIDE STEELPLATE I \ w r:n z DIA-------, BUTT STRAP HOLDBACK, 0- Z - NOTE: co TYP II >-.• -1.- / JOINT SPLICE .... 0 !- I. FIELD APPLIED JOINT MORTAR PROTECTION REQUIRED FOR SHOP-LINED v BACKING PLATE I 4"TAPPED L: PIPE. PROVIDE CONTINUOUS LINING OVER JOINTS WHEN PIPE IS LINED BEYOND HOLE % IN THE FIELD. CEMENT D MORTAR PIPE END,TYP LINING,TYP. FIELD APPLIED MORTAR I SEE NOTE 2 PROTECTION SHOWN FOR SHOP-LINED PIPE, SEE NOTE 2 BUTT WELD BUTT STRAP JOINT (WSP - CML&C) REV 030502 C-707 (WSP - CML&C) REV 030502 0-708 . • S - STEEL AREA SHALL BE VARIES 8'-O"TO 2V-0", SEE PLANS . 3 -,.. 50% GREATER THAN LIFTING LUGS AS STEEL AREA USED IN S " STEEL AREA SHALL BE 50%GREATER REQUIRED % tAii:t i_ PIPE. i'Ck\-5i--/."-\ sve_. THAN STEEL AREA USED IN PIPE BY CONTRACTOR • vAiiiVs Nomw iihU . ii 12..•6 0,_ s-----:"-------____„,... EXPOSE, SANDBLAST LAP AND WELD REINF. ";" 4/°.4.4,83.4°.°410....1111111Lir,dIrk.--0,111.. ill,*Willirirlf . •i 41 4048-lit d ._z ID(V-6" MIN) N S. ' ''mll'NIIIIPF; I' ' fir 4011111.100,-41:tilt fr 4111..01eCiit diP e• 3'4' BOULDERS .4 N. Pill odr■4100111•414 010111•10. 411010110 014% 1 I _.-44-4 .,,„--ft.......diii Jr. f, --,,---' , iihrs-4008,5s,..8,5s-wset- 7/ : ,,, ,i' !hung', ihilliik41/4,„,,IrtioNtievit, „-ip.0.01.10.4,8:istves , ., EW (TYP) I' NI 0% ° 1 I ...."1"1;91 II i di%li 2.-%.%4;("Mk%° A . '' , 4•%%2.0_0(1.0 ,-,0040%% • irb 51/411 • %ell . .4.?-1:: 1J-1:- 00 •• cb 0-%cP0 • 4"-10" ROUND (RIVER RUN)ROCK . • .•.. .. .... .. . . . • 4 • . • n A i . . . . ' i' dill!t 40P;I.°67)glIT 73 Cibil aePb11 73'Ob.dieT 7:6Z 4%4OVt.CA3n qd;lit..640'41.11*()''''')O1P 451!.°'an 411:5!.0 68 diNVA .°0C1 4110Pet'°1411 4".41.'4 0 :A' '': 't:1 . `A - -.NI:, • g .A.' •;1*- e ' . ..i - .:''' 1=2 - -L.D.if.-- '' C 0 P, 011aP;•( .11Voirri•••11.40;00111•tir 404•110C4DioC4•10•11•••■•• Asa:oollfavi•oolli.01.40* •%••• •••••440 . . . . . • •- f: . 5•. -5 • hi Cil) pa:5 0 UlliPp8(5 0 0"0.6)&0•10866'i*0*0660 CA08460•108600 a•gpa:50••dp6)(5100 cAlip#•-di I,Vo.•gp 4b 41 FILL VOIDS w/ 1"-2" ROUND • • . •• ' '• ' . . , z . z . - - .. - .94 t t t ' 94 t -It-: - . -7I-: -2- 2 . En - A: . . . :No ' ' . J.' . •,., _ 0•,., _ 0•,., _ 0•,.., 0•,.., 0•,., 0•,..., 0•_ O• 0•,., 00,-,uk-,0• 1016%?P,.Q•1111104)61111‘e6.)4101111 1'1%0%11 Lrk00161111 60(3011%(,-:))006•11,tYp0•111)114(40-00111141111&00•11 II(-.),`-'00111%•%0•11%80,r3•41 (RIVER RUN) ROCK .- • co'iic. to k. 6" . -J.:.•i•a• ' 1, ...ro...-_\-,40411411. _ 4■0110. - rall10• _ermkeilb. ..-7'‘JAB41111. ....04.1110. -0400411. .04.4110• _ OA. _ adoelb*Z411111100 ... 0.0• ...1,..I ADO .. . ' V . . A - • A. ', . •A • • •. - ..•. •• •I . . . . • ' • • •• •• • . 4i: \\Y//W4r, \W/i/Wie - A 7. . A.' • -. - COARSE DRAINROCK(TYPE 11) -...V : ' %Si-. %.:11'. • 18" -. •-• ' • '.A- ' I • .. AS' • • . . . . .- •--. PER EARTHWORK SPEC 02200 SECTION ' . • • -A • .• ' l' • • . . ' • .• . • • • .• .• . • • • -;:41!2 • NATIVE SOIL . A • • - .• 2/. :4.. - - - • . - ....„---- ....,--- - •• .-.A . 4" MIN *.I- • --A-- • , . • • ... - • • • - - . EDGE OF DRY STREAM BED . • . . . • . -..a,.v • • • - '.. .• • • • :- 4 .% STD 0-RING GASKET •• • . : 1 : . 4 . . . • of 1 ' . 4,-- ...- • "• - ...CIS • • • • •• • •. , • • • - •*A-- :•\:.A.:- -.:.11 .- --'3- -i, ' SMALL DIAMETER ROCK MEDUM DIAMETER ROCK, (4"-6") - 2 • • ... -. •• I - .- :. cidx,..•.,N .5tbjbwitila,,41D-0:.00.:0::40...:...114.6, (1"."2") .!,-..L. . JIAp. '' PIPE ZONE FILL , trelp10.16,-•gib,0 eibb LARGE DIAMETER ROCK, (7"-10") 12" 3" MIN 12" A . 4 i 4 ■ CUT IN FIELD AS REQUIRED CUT AND TACK WELD -- s, ..1„..lib • ...t._3" * 4101;11%0°. •44%. 400011111, 24"MAX CIRCUMFERENTIAL COMPACTED BACK FILL ..y.-sw \w/A...e. \\WA\V" ;CO-11- 941- • at:-'}Alp 0 0 -Itil■1016 ugro ...."...zok. _ • .0 ec,.. oner-,9 •,, .... •A _ ......pri, -.- STEEL REINF. (TYP) "..a _.,410.„1.gal.----4'. lit__CM•4-1. 6-..)(1.• Ibl'Ot flpeqedrirb 27" MIN, 48"MAX SHALL BE IN PLACE --_ .0 cii-- _km"' - - 0,:••0,46,••• :,•••,..4,.0 , B. 4,40 a q•,-16,11,...t.co, -- PRIOR TO HYDRO TESTING _ - ofealer ;Ire-r9;"Ir• NOTE: Vittialtk• 41111 trql: -.-..,-,,,,,,,,.--vt,04641 w -,,,, im 41.3*i:rye -WWI"• 0 0 o 'b. -3•401.01VV1 ear 4' '''''le"' ' '- NOTES: 1. USE SMALL ROCK "414n0• • • emO 0 • .0: O.0,1:...... 0 .. ... if dak,.../....*:. • 0 qr. 0„ 41%.*, 0 10 fp eilL ' TO FILL IN BARE SPOTS 1. SAND BLASTAROUND PIPE AND APPLY BONDING BETWEEN LARGE AND MEDIUM ROCKS , „,„ •qb,..0 Ogle eifejb.....IPib *ilople.0. caso 111, 111,oac,JP Ir.GA AGENT PRIOR TO CONCRETE ENCASEMENT. FIELD CLOSURE FOR REINFORCED CONCRETE PLUG OR CAP 2. BOULDERS PLACED AS DRY CREEK 2. LOCATION OF FIELD CLOSURE SHALL BE SUBJECT C-810 C-820 DIRECTED BY ENGINEER. TO THE ENGINEER'S APPROVAL. CONCRETE PIPE REV 030100 REV 022002 C-901 cmc PLAN VIEW oc9-q 0 0 0 cf9 OF FENCE a. 0 BACKFILL MATERIAL 05 9" 9" lift.e1W4INI '.::IL : :' ..,-.•:,• •1;:_21,". SEE TRENCH SECTION aS • • •• • . . . • • .-- • •• •• °-•- •. ..... • •. C.9 OTRENCH -. . •,•,.. •• ".•11 a .• a CS SMOOTH ---*---- SEE NOTE WIDTH °•■••0 . a . .•. . . . .. . ••a a . . ••• . . . . • • • A- 6"-24" (AS SHOWN ON PLAN) FINISH -. • . ••.... . . • • . . . . ... . s•a .. . .•• • . • . • rii latramai.. . ....• . ...... • •- : . Ala. a. 4" FUTURE TOP SOIL E i ,: ' PLAN _ A• '': :A• '': • .A :' .A. '• N> i ..' e•• co .. . -..• • . .... . •••• • . .• • , .. . •••• .. . .-.. .. u.. 12" . . ...4, - - - .:•00 :. 6 coEl - • • .\,. ' '• • . `c: ' .. . . .\, -. . :e.: • -v. -7 -7 .. -5. 7.,- • :. . • . • . '7 /7Aw7 ,07 ,"w 1--..-- 2' MIN. . 1 z . • . „ ... . .. , • „ CLSM PER SPEC -E '...e• - :4;.:c. -• ,111 . A- N, :*A - 'C.: :d. .... . A-a-ea a a , OA, lati:M1214 '.:.- • • : . . --: . .: -' - -.MO SECTION 2210 z 6 . . . . • • • . • .• .. V\ o ...-. •. •.•... .• .. .. • . . . . 0 .•''......::" . :: '..;.::,' '.. 8 ;• ' . .. : • . . :‘, ' " . . :N • - . :\ - . H - -- • - 'A • ' . • ■I ' • ' .11 ' ' ' 'A * ' ' A • #3 CONT .• , • . , •• •.•. • •• w • • •'••. . ' • • - • - • • a . ,I \- 4 2" LEVELING COURSE(TYPE 5) -- - -2- •----7,-:-. ., _ Of Oridertmea...-.- . -- -,. .., -•-..-• ...I:w...0 i PER EARTHWORK SPEC 02200 \\y -ventiimillimi. \\ l 2 -#4 6ric NOTE: 6" MIN. KEYIN BELOW O SECTION THE BOTTOM OF S FENCE/MOWING STRIP IS NEXT TO CURB, TRENCH EXCAVATION SET FENCE POST 6" FROM EDGE OF CURB, 0 PRO/- 6) TT ADJUST OTHER SIDE TO 1-0". NOTE: TRENCH PLUGS SHALL BE PROVIDED AT c. song., A LEAST EVERY 200' ON SLOPES >4%. L:: .4 74902P r-- hi . .., • ii. r CONCRETE SHOULDER FENCE/MOWING STRIP TRENCH PLUG DETAIL ,....., ., :.c• C-902 C 903 C-904 CONCRETE STRIP 10 EXPIRES: 6-30-05 SCALE WARNING SUBMITTED BY i ---Aki CIVIL SHEET: OF Lo 1 DESIGNED MWH 0 X ) M DURHAM FACILITY , 1 - I (PROJECT MANAGER'S NAME) LICENSE NO. DATE H IN ASSOCIATION WITH: zi5 NONE IF THIS BAR DOES DRAWN MWH ( ) 141 CleanWater Services PHASE 4 EXPANSION GENERAL CIVIL DETAILS-5 DWG: 000-GC-006 -0 NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. DATE: 23-FEB-2005 -1° THEN DRAWING IS... ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 .... . ....................................................................................................................................................................................................................... . ............ ....................................................................................... .............................................................................................................. . .................. . . .. . .... 1 `.... H2.O' . SIDEWALK ADJACENT TO CURB m OUTSIDE OF WITHIN _ 12" MIN.' 'Tr (o, PAVEMENT PAVEMENT SEE NOTE 4 EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING BREAK FLANGE 18" CAST IRON 910 o iiul�taC`r'~ '�7' ��'t`' I '"�'�a�><ni • 18" 311 MIN. SIDEWALK u 1 41 I� Ij�' 1Q�i . 11-1. :: r ill. In VALVE BOX TOP �. �I� •.Irll/ © MIN U- 6"MAX. • c.1 EFEEEI •m GI,I- Q �\\//� \/'�\//'' /\/ -��----�,.!•.....a.�•��.1�!.': •,. . . --- -` '- -.- ..-..-..--. 18"CAST IRAN 910 BOX 11 ! , r / '\\/t.>%V\\\\- ♦ j\/\/'\ \y\��'4v i,•i,lr,•+,-0-4�a1,•�► :44,14,•' - - -' '• 11 PROVIDE 24 BY SEE NOTE 5--''"' 1 1/2"-3/4- IN ROCK \\\,\' `'.\\ ti� \\- .. ,e.. • r AC ,. \///////\/\/\////f�/j�///\ �,/•• f 4 THICK CONCRETE ••..;�...::•-..•'�.. `//, �,? p��,�,, ,\ , \\\\\\\\\ \•• PAD SEE NOTE 4 o ; '4411 TAR PAPER(MOISTURE ���:+r ��///�fjf�fj ( ) o pa 0 o 0 00 0 pp 0 0 0 0 Qp© 1-::iI ,�. 6" DUCTILE IRON PIPE C3 pp O O O Q p O tio°9>)4� p t.rti i ► TIIt. „ L-/-\N o a o " RESTRAIN ALL JOINTS W/ , HAND TAMP BACKFILL 6 MIN a- oQ o©a op0opoo AB 0: a0 - AGGREGATE BASEROCK ��;.;;, ; �;:, 11 tl / HOT BOX 0 0 0 �•�••r ��=���• FIELD LOK OR EQUAL GASKETS y� AROUND TOP SECTION 12 MAX. SEE NOTE 9 p oQ Q O O c>o0 0 0 0 04 o p oo©o p) \ 11:171111� �r.�._i I_� / "HYDROCOWL" OR EQUAL / - -1 1 111 III 111-11I- /\ =1 ► ICI �l I \� - - ( I I H - ' ' -• COMPACTED SUBGRADE //�� �, \/��►� \\j A 2SItIII� // / // 6"ASTM 3034 PVC I I I I ( I I I I I ( I 11 11 II �\°`, „\\.- GLAND(EBAA IRON) SEE NOTE 4 STANDON PIPE STAND LOCAL STREETS: CONCRETE PIER 6"GATE VALVE APPROVED DEVICE SUPPORT 3"AND LARGER "al BLOCK FLG.x M.J. I I SEENOTE8 M.J.x 6" FLG, TEE OPERATING NUT EXTENSION �i,�, !y / 2 :: CLASS"C"ASPHALTIC CONCRETE(1-112"-0")AGGREGATE BASEROCK SIDEWALK WITH PLANTER 2.0' "- (SEE DETAIL NO. 1111 ` ;111L II 90° BEND FLG. a; OR STRIP AT CURB a SEE NOTE 5 Ilillebilt., II 1-1.I�' RETAINER GLAND ^\ __ -- I 30" MAX.' !� _= SPOOL FLG. x P.E. AC-8"CLASS"C"ASPHALTIC CONCRETE SIDEWALK - 3'" MIN* BREAK FLANGE l�� ! "- /� LENGTH VARIES MINOR COLLECTOR STREETS: \ ; . 6" MAX. J I I 90° BEND M.J. �'��/\//\ '�\/�. . . . . _�� 6"CONCRETE SLAB • • i. .. i••- 1-.;1-.1;;•'��-•�`•.,,r;•- 7►'•�' F i-!•-•�. a .4► _ _ « ♦ \ \ \ 1-..r«��.. .r i..r.��.sr,..r.�r.�l.a��r.+i;,.fi.�►i .�iy.�i.�j«o�. •�����s..• �- ,•.- ►`�+ir,•,�ir�' i�wir��.r�wl+rfijr��.��'.,�•�!•_-.�'- �,.•s�•�•-•.•'- "•"',•" ••,. •�-.• 4";.� •,, •. ∎- .: •: ► WITH THRUST BLOG�fI \ \ ..,,.,,.,;...,.,,;:,,.,;..,. ' /\�//\/ %\\/ � -_= III �\ \\=:-:•: •:•:-:•: . .. .. .. .. ;. .. ... ;. .. .:.,_. 4 LEVELING COURSE =- - ..�_..�...........•..•..� \/\/� /\/��/, AND MEGA-LUG RETAIN r. .. .. ,..,.....,...........,..; :;.....,._.. 1! . 's •.-:.. ;..•--,.r-����;�--i.'��.•� \ -- __-_ 3/4 CHRUSHED ROCK AC-7"ASPHALTIC CONCRETE \/\*.\\,\ \\/�\ \\ \\ \\��:� o o ..�� j�f��. •�l. .�i. .� . •f��•:�. .� /� -- /i/ •//i/ // �� �� .�, *� �,�r�i���i� �• � �i�. ►�,���� GLANDS TYP ��..��" SEE NOTE fi 4" „ NOTE: \/. / / • .o- a1-- ,s- 4b- .o- ,e- •-. .�../.. III ( } AB-4 (1-1/2 -0")AGGREGATE BASEROCK \\\,.`„. ,,''''�''�'''�''4*. _ 1-I: III 1. HYDRANTS TO BE MODERN MUELLER CENTURION,A-442,(OR APP'D EQUAL)6" MJ, 5 1/4" ---- I « ..! El OR MVO 3 PORT-TWO 2 112" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: AC-9"CLASS"C"ASPHALTIC CONCRETE A. OIL RESERVOIR /\\ \\�\\�\\ \\�\\ /`�` ELEVATION //+\///\//\f/\//\/K\ , NOTES: B. BRONZE ACTUATION NUT NOTES: \,\\�,\\�\\/\\ \ C. BRONZE SEAT RING 1. REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE INSTALLED IN A LOCATION MAJOR COLLECTOR STREETS: D. WEATHER SHIELD CAP 1)VALVE BOX NOT TO REST 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 "O"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 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW ORAN ALTERNATE APPROVED FROM FINISHED GRADE. 40°F (NFPA 13-4-5.4.1.1). 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 920 MIN. 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 4)PROVIDE 24"SQUARE BY 4"THICK 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 - 24" -.1 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 NO SCALE NO SCALE APPROVED BY: NO SCALE A AGUSTIN P. DUENAS 3-1-42 ::':;E 9 AGUSTIN P. DUENAS AGUSTIN P. DUENAS ENGINEERING DEPARTMENT PAVEMENT DIG-OUT ENGINEERING DEPARTMENT ASSEMBLY ENGINEERING DEPARTMENT TYPICAL GATE 41I,jpI \ \ ENGINEERING :AENT RTM REDUCED PRESSURE DETECTOR DWG. N0. /'nrritillllly, 13125 S.W. HALL BLVD. CITY ENGINEER DWG. N0. DWG. N0. /rq.rh \ 13125 S.W. HALL BLVD. CRY ENGINEER DWG. NO. CRY ENGINEER J. TIGARD. OREGON 97223 . �Illll`')j TIGARD, OREGON 47223 FIRE HYDRANT 542 ,,,,rrtr !"\ TIGARD, OREGONL97223/� J� r 13125 S.W. �VD. VOIE: (503 639-4171 AND REPAIR VOICE: (503} 639-4171 VOICE: (503) 639-4171 MARCH 1998 VALVE >.' T VOICE: 503 639-4171 BACKFLOW (ABOVE GROUND) 4 FAX: ((503 684-7297 MARCH 1998 1 FAX: (503) 684-7297 FAX: (503) 684-7297 FAX: 503 684-7297 MARCH 1998 CITY OF TIGARD CITY OF TIGARD CITY OF TIGARD CITY OF TIGARD OREGON APPROVAL DATE OREGON OREGON APPROVAL DATE OREGON APPROVAL DATE '' 150 DRY CREEK APPROX . .. CROSSING WIDTH: 8 FT � ,. : : • .. 125 4 :\r,\• ♦ \ '.-•: :: :' 2. ..,\ $,:\: .\L4 .•i\:i:ti - 1-1 .� �, `, :.. tip' \'v.\\+a '.v:,, \` •t•:. \. \ �����ktt�♦:+♦k;�Ct�:a♦i�♦♦�t♦�t♦�i\♦♦j�ij�i\��\\\�\\\mot\i\\�\,i\,t\�j��?'- r- �/ cb 7 <` ti' \, \"\ CHAINLINK SHALL `!:t4�1?�•y,\.`:::`; :tt,.:. ���:��`tiff`�2>'`,,.\ti':•� :•:.t`����:� kw�.`\•a:,``�•`ti�'t;,,��.,• `.:•:�kt:•i\•:�•:';�:`�,+ :'\ \ BE INSTALLED ' a..:.::::,.::::::::::::::::::„:,:::::.:„:::::::, �.i � ... ..y:;}`tip?�:':•?::-:-::::::•::',;; rn ioo 0 ' *iv 1 0 �: `3 % ): �,,,,,-C R,ti . . \ � aE•? ;i; 1- ci) ♦44111/ ; _ 1,.,--2. ^A4 \t' lt: \,..\ :t\\.- \:-,\\ di: Travel a. \.:...'\,..�. \\:- \\�,. ti v: ., ::':`>:::' is ::::=':::c::::•:,:,-: 7.\\ ./ + • - . .. oD ,.' ,1. . .: ; :', •.:.�:::::::.�:.� ice...,. ��\\.,�\\\�\\\\\\\\\\\\\\\\\\\\\\�. V l Q`! B SDR \:,::.,•:t.:•.•.,.L•:-: :•\::. :: . ,: ::`ti•?:'::tiff" tiff:'::titi'::•:':i•:::::. ,'.:::.'.'.,':.:: : ^.'.':: ; } •'::': .•l ,::._:;.:::::::::.:::::':.:::::::.::::..:..:.::..: ??.-::.,• Lt c .- RCP CULVERT(20't ..\:::• :. :,.�...,\:t.!::..\ • \ :.:;> : ::.:.::,...... ,..:.:.............. ::.:.::::. : '..\. 0..0...0.0.......:.::.:.. ISB ROAD W/TURF _� _ ( ) ,,,\.. 0..'::::E .....................?:::.,,..,•::::.... ,::,.,\ ,\\ ;:.;::•: � :i;.,�?�ti.:\..-t.:::.:k-\ , \,. •}'\•:' '\•:,;i.yv;..:?..?•.^},r:'.\\\\\\\\\1\\\\\t`C„\'.\\\\\.\tk\\'A\\„......„ \:Y.„:.�::::.:�;::.::.�::::::::::.�:::::::.:.fi.::: S 50 TONE PAVERS BY :, :4•>: �.\\\\ '- ,...:::::..._... :. ....., : ..: 12 12'W � 1-\.. \\^y ., ..\., ''•. .._. \ i::ti:�:�'-'�:-:::••?::' •. ............. M1 t:::•:i:is:-:::::i•:::•�::-:::• • . :.::• +'•i}'v?:•is•:•}::•i::•}:::.i:-}:•:1-•:::•T::-:::{•::.;::::.::r:..,:1-.:::::.:}:.. ISB ROAD \ \..:.:. \.\ :., h .. \ .. :�.,. . \<:\ © WESTERN INTERLOCK _ .. . . . .. ....... .. .,.,. .• :\..:, :..::.:::::..::.: ,. .. ::..:,�:.�:.�:,.\.:.�::.�:.�.:�:._:.::._:.�:.: ::.:: \ WESTER ....,. �� \.;...:.:: ::..:::::>::• .:: •:< :':::>:: : :5::::1-::>: :::�' \;,•..:-:::.... <:c:::cti i\\\\is c i>i: :s1-:> i s is `, i;tiff:\\\:.\\ r •:.:.:: :.::. ..t\ • \., tr t..tt..t. t, t, tv.•;.• , t-- � .t`,4, ::\ \::.�::.::`:::: ::::: . \ •.: :. a. OR APPROVED EQUAL \M1. ... .. \.,.... . : ,,.. ---,,,,.,..:•;:.:,...,,,,r \. .:: . ;\ \ ::.` :::: ::;::>:«::;:<;;<::: \\\.\ \\� \ \. '.\.':, ..\. -.\.\-,l,,.•+ . . t .`, '::\•�•:: :•::t::'::?1•:•:1-•::1-•:;1-•?:•:....... �'•. \\. \:n:.•. .\. ,..\.,..\'•:. :,. . ti :�. ta::oa ...�:\•�\t:<:::is:i::�:::i::`•:: ::1-r:; PLAN VIEW .\ .'�:::; .:.: ,.,,,,.:�. ,�..�\.,.,.4\:���., ..� , •:?� .�. :\ '::�::::�•':.::::::::::::::::.:\.: ., : :.:. , ` \ ..,y,i < •.l \. •4 u1-\\:<: :'::5>S::i>:..II mow:''- i,•::.: :; ,.,, .. :+; +: :•'-• -'•\-•: �. ..\ :.t '''�''a' 'v \ al ,. LLK��!•f.V1.1•rt.7'•IR�.ti.��1'�eSZR'i•��MFL�i•�!•T!`3•�'SZ`5��� .\\•. �lP. :\..\:L\1.�. .'\`... ,. :,� �:•\ '•. \:.:. �:,,. _- \., ., ,,\'�.::.:.•,:�. \ '\.'.t+....�\ .t: .. •,...1.. \ ,�::\'\'....:..:...::.�.�:.�\:•::.::.r.t`.::::.-. ,.- 6 AGGREGATE BASE TYPE 4 "•,..,/,' 'is ? \.` �`\\ ','. ,: \.. , ; x:`:._...`........„,:,,$::::::::,- .::,..,:i.,..,::> ..::..::.:: , :.�::•V3 ,,..,�, ...:;:`.`.,;:: :;•:. --�:.::�:y��' \.' .::;:•:,,:;:`\�t�\\ ;�:>::::::::::>::::::�.,�.^�''`,�:•i:•0111:•: � •X:J:4c[1 0 100 200 300 400 500 600 700 800 900• PER EARTHWORK SPEC 02200 \ .8- ;:;.. .. ,. ` :. ..., �• ..,�... .: \�\ :\ ti: •\\\\ \ FLOW RATE (GPM) a) .',' $fit '\„ ,`\` 1>\• ':;r:\. :tiit : : ' '+ ti`\` ::r Y 'r\\,.` ` , \\\ ,,..„ *\'m\\\ \ :,\�` :.: w SECTION A-A :ti: +:.<: .. .'..: t'\ • : :.:: : . .�; ... .',, ;•: . :... :', ��' ::..:,.::.......:.:...:..::.::.:.::::.:::._.. APPROXIMATE RELIEF VALVE DISCHARGE RATES ti ` ...-... .--.\-..- - FOR REDUCED PRESSURE BACKFLOW ASSEMBLIES K TYPE 4 .-::i*,,; . CRUSHED ROC ��```, .: ' � - --� CARE SHOULD BE TAKEN TO ENSURE THE ENTIRE DRAINAGE SYSTEM I -III.4 12 ISB ROAD � \ ��: t\, •'\t `.^;,011\0 ♦\\ \,• ,\,. +. v:•;, it. \,. i \ .,�. t, \ :::: ;�. t\'':j:\'t \\ \\\ \,'\ \' :.\\\�.' \;; :;C::,\ \, ...,.0.00.1.;:,. \• <\`;:'`:':ti::>:�.:.♦\`'t�:ti.. C .,L....\M1 \:.w.:,?k,;.y•:::::::%:: `., :.'• •:.-;'k-X.f. . •:.-k'.\: ;_:1-0 : a:\'\!?::::': \' \ �: \\\: '::: PER EARTHWORK \. <, ,..:.:: :�\\:.:.::.,::> \..;;� >:.�:� .7;:::.:.,i::,,.:, \ \.: \\ '; . HAS ADEQUATE CAPACITY TO CARRY THE CONTINOUS DISCHARGE RATES _ _ -r -{ _! - .r PE 2200 ?k. ',:,i.'{ ,.:•:::v•.M1:...•: -ti•.\.,:vM1 v.Y.w•. ^:1..-:... \: •, { !::.::::.if,':\4:•:t:' .;\•: ...• .1. U +c 4 :,,•.: :..:. .,k,?�,...,:,,. 4:�:\:.:\.\:�-. \ �.,,.L:,:�:.:, ,: ..:, ::001.0.: ; \, : :kt ,4.,;;;,; : SHOWN ABOVE. THE FOLLOWING ARE TYPICAL DESIGN FLOW CAPACITYIES Li ^ j, a�,Q'r1- P' ::;:;; FOR ONE MANUFACTURER'S o '-.; . <' .;;:',. . .:._. ,.:.-. : .:.. :; •»? ..;...::.?,: FLOOR DRAIN. DRAIN LINE MUST BE .p .�. ',•�':•.``•1\\`{'\' :�\\\�• ,\. >F. �N'�' .�'��.ti•a.'.\*. •.�r8•. .ar.t.`..\4`1` :..t..., .\. �` �'� ...-: v?:\... °? -100..- !" .,,.4- 2� .. �ff ,: '<:.:::.>: .;:;.::. '': :;::::::: 4 ADEQUATELY SIZED FOR RELIEF VALVE DISCHARGE RATE. p v.•� ♦' i• :•1v5:;w.,';ti �, k ti\\;,4- Vii,''.,,-N:•:.t.Nk .,,,--L`k' ':Q'1\.`\'., \ M1•:.:.::::';<:'t\\\.. \.; M1. +- MIN 2/o ..,. .., \::.; :.-..t.,•::.,;.,,�,. . \' ,..,. ,.,. \�._. \\\..:..,.:. :�. .:\ \\. \. \,.. ^ :,:i~: \ '\.:,.,_,. -:;; ` ,: .: J"\'i :�:<S >:4-:+... \&.S�: .- ::<;•.•: .ti •.' o l o�°{ 3 4k31 a ra `\: `\�\\+' ::: 4:: \?.:,:> :: SIZE 3 4 6 8 .�tit,:•;;4;.�:� ' •`.,...:M1..ti::`\':?'SC`;::{;:: .;:`.'t:;.ti+'•+ 1' ::i•:.. :ti ';::\.:,. :�:j:::�\t}:; .,.. ,'. .?,:? . .:.::: :� :.. � :::<:�:- ;�:.:::. ; ,..., ;:>.; <:.;:::::�;: CAPACITY 112 170 450 760 REINFORCED CONCRETE PIPE t .;<" ,.: s s` ..,. �• _, .-� .� - 4... ..y , ... `,...\•:.:,...........,. .,:,......\t... .tt.1..0.00...0:...,t:•:,<:�: ti: `?'\�:�,::::_.'<;::.:.�:i ;.`�' N .'. :>.•::.,...,- .. •,:,::�>:•: :;'•' ` '•,':?:::.1:.:1::1:1-_:?:.... ::• \\,`. I- 0 ...... FOR PARALLEL ASSEMBLIES, THE DRAINAGE SYSTEM SHOULD BE I- `0 DESIGNED FOR THE DISCHARGE FROM BOTH ASSEMBLIES. PRAT of) SECTION B-B � I N FsJi APPROVED BY: NO SCALE 4 �4 (ft"' ENGINEERING DEPARTMENT AGUSTIN P.DUENAS REDUCED PRESSURE BACKFLOW c 74902P r ,„,,,,,,,Il6 I',`. 13125 S.W. HALL BLVD.it CRY ENGINEER DWG. NO. • ' 4 TIGAR , OREGON 97223 SLIDE GATE OPERATOR • . YOKE: 503 639 4171 ASSEMBLY DISCHARGE RATES C ISB ROAD U LV E RT -905 CITY OF TIGARD FAX: (503) Ba4-7297 MARCH 1998 557 ORM° ©y" NT T CALE C-906 NOT TO SCALE OREGON APPROVAL DATE ZZ. 13IV O OS F,lN K 1 to EXPIRES: 6-30-05 0 SUBMITTED BY SCALE WARNING 11- 0 1 DESIGNED MWH �� CIVIL SHEET: OF r I - DURHAM FACILITY DWG: 000-GC-007 z NONE IF THIS BAR DOES DRAWN MWH (PROJECT MANAGERS NAME) LICENSE NO. DATE IN ASSOCIATION WITH: Clean�ater Services GENERAL CIVIL DETAILS-6 .I) NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPAN S ION 0 - - THEN DRAWING IS Qur commitment is clear. DATE: 12-APR-2005 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 , E. PRE CAST V CONICAL 14-: LOCATE FRAME AND COVER M NOTES: PRE CAST Nu CONICAL HOLES (2) SANITARY HOLES (16) STORM OVER LEDGE OF AT LEAST COVER ONLY LO --..0 COVER ONLY 0 12" IN WIDTH o e ::el• ..: ri ri I ri 1. ALL STEPS SHALL CONFORM TO THE cl i k 5i -co $---k REQUIREMENTS OF ASTM C-478. CD ' ;;Idilli li\ 8" MIN. BETWEEN 1 l / \ . = 2. MANHOLE STEPS MUST BE TIGHT AND to W cfh NOTES: / FIRMLY EMBEDDED. 1 k I ts1/4 KNOCKOUTS ALL PRE-CAST MANHOLE SECTIONS SHALL t.--"k 1 rt) 3• ALL STEPS WITHIN A MANHOLE SHALL • ctS 'A - b. CONFORM TO THE REQUIREMENTS OF ASTM BE OF THE SAME DESIGN, TYPE, AND cv 1.____- _IN SIZE. (MIXING OF UNMATCHED STEPS ili la- V C-478 AND APPLICABLE PROVISIONS OF STANDARD DRAWING NO. 010. L4I■4 . Co ■ .0- IS NOT PERMITTED). 0 0 0 , 03 4 1111. V .4i 1 1/8" CI) C3 Or: A°•Th. - A'd • 1.4 -5 MI iol ,s_. ... a. 0 4 . MAXIMUM 27" FROM '-d • ,:a i STANDARD FRAME AND COVER OR ,15. • -.) ' CI TOP OF FIRST STEP WATERTIGHT FRAME AND COVER. 4 • , : - - . - • :-q - 0 0 _.- ,r,,- - , • ,'4111 5 3/4" to• TO TOP OF CASTING • SEE STD. DRAWING NO. 110-SA/ST Y -- :704. -' ‘ .., - -------) -t_li• • OR NO. 120 d• 4. - '4 an 5.. '•.6 .' 4 10 3/4" - - -, -el.,. :•.-_,_-‘ SET FRAME IN NON-SHRINK ENCAPSULATED D.-. --ir.-- --••••-- „/ RUBBER GASKET . .T7 4:. ...,...-1 1. °:,)•1 0 irmlnreurgrwAii t GROUT le, 0 4. -; -.41. - ..... 12" mm• ,,a • 74,7 ,A !--1 T r> k, ---. ...- ". ■• 4 t NOTES: .A A-, ii GRADE RINGS (2",4",OR 6") '..A • ,t5..- , : . - vir. ' . 0.61 .............. . ., 7.....1 . A MAXIMUM 12 SET IN . - _ cts is.'" ; ' .. 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE NON-SHRINK GROUT '• 4i. Ai• 41 0 r) - A°Th. - ', 1 REQUIREMENTS OF ASTM C-478. ..' -., -- .,i, ....., ;-,.., .-. , 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY PVC Erg . 1"/FT . . _, I j C; STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4 . ..o Al• SLOPE 'I, • -'4 ':ii;r_- ,:c17 .. . ._ COPOLYMER POLYPROPYLENE PLASTIC ,1.1. - - -, .)--sz:-- 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS 4 - STANDARD ECCENTRIC -41. : :A& . '4 :tan I SANITARY STORM co ,,. . _ 4 : n SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN APPROVED - f.. 36" CONE A• 4.- -, ,15.--- .., .7' ">-*--\ EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-500210. I ,_ • ..., • _k• 1. ,4• .: - PIPE -"t. "• .4,- . 7• v' - - 4 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. . SANDED BELL •- -t• -Th. D . 1/2" GRADE 60 REINFORCEMENT / A - -.. .e, h O.D. i- 41 ,t::.- ' tx . 1,r 24-3/4" 5. PIPE CONNECTIONS OF 24 OR GREATER SHALL REQUIRE A ., • i FITTING '.4 Ir. MANHOLE AND CHANNEL DETAIL. --1 2111W161\=r' Alli -...\_ti: - ;4 -/\/- L 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL e.' MANHOLE STEPS SEE 4 '''4• lid 7 8" ir,7A11107# .17 # 77 7, 4■WAILIF7 A REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING NO. 100 :4 ii 3,4 14, ; -Ail-- 13" CC 11•-• .fa IS Lu Ld 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) A MANHOLE SECTION 11.111.11L 4011/111"1 7-1 PVC SANDED BELL PIPE ,.r . , - MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED ',_...).---(VARIABLE 1'-4') OD , 3-3/8" FOR 22" 1- ON THE INSIDE FACE OF THE MANHOLE. m • _,' A ,. ...., PLASTIC SAFETY STEP z e3 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND D - . . ' . ,-- •li ' 1' , ''"" ' A •i ";1' ,• '1>• 4 - , • 1 ''''I: ,1 6. MIN. 1 4t 4" MAXIMUM CLEAR OF PIPE WALL. 2 ---1 7 o o m Fi 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" i 4- --,..../- 0 .. '5'6.i.:?1. :,'4. 1. "3' ..q,)-'- i ."i ',I--,.4 5"--8-5/8" ----74..-7147•77-'- ••1 27" 1 rt ° 0° ° °0 0 9 a cc) ° 0 0 0 0 0.00 FOR SANITARY CONNECTION AND 48" FOR STORM ., -, v, 00 0 oa 0 oon . 0 o 0 0 ,• 0 " K. - '" --nu-- 6" 10, 25" m < D I.- CONN ECTION. 0 7-1 0 ,• . •o .-'t• ' _ 4-,L> H. tr) v) co -. ctil 8 ape oc;)%o ' o ° °00 9)0'01 A 'Th.' - .. _ 1 0. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND -0.- -.NI--5" MINIMUM 00 00 IV 8 0 0 ' re- r i r COVER SHALL BE USED IN ALL EASEMENT AND OFF .. 0 o 0 0 00 0 0 0.?0,8,§00 -4- _ . STREET AREAS. •v_ :v oo 8 0 . 0 00 oii%•• 0,01000 •0 ..0 '4• I. • "(7. ' '7: 3" 7" A 1,.. v .. . ',....r STAINLESS INTERNAL %• 0° 0 0 0 0 ,:y 1°0 Aoolo do: _ ., _ 1 2"Wr AO Y 1> A #6 3/4" GALVANIZED BAR v• cr 4 STEEL BAND _ NON-SHRINKING GROUT CONSTRUCT CHANNEL • ..- „ , 1 i..4 48"MIN. ,4 • FOR CONCRETE PIPE AND SHELF IN FIELD .P.,.. t•• - p 0 t • . M.' 1."1■11M MATERIALS: .- 4- • ' . 1 3" 3" ... ' ,_.' MINIMUM 12" LEDGE - ' - (ONE REQUIRED) ) INTERCEPT _ - r'' • " -'-‘' • ' 12 / / 1 TD (1"/FT. SLOPE TYP. -; 2P'I'P E M I T NO. MANHOLE OF PIPE 1 = %Till ill 11 115 M GALVANIZED: • 'ts: - '''' t..;._ 4 Gr- , 23" 7-1 \ -,• SECTION 12" MINIMUM OF N"-0" #6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. ' in Wo ..4. 24-1/2" - COMPACTED BASE ROCK REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. ' " '" ' .--' • F im is V. PIPE v_ FLEXIBLE 4- '4_1• 1., '0. ' v .- .. . ..4 • -p- GALVANIZED CONFORMING WITH ASTM A-123. 31 " c..: - CONNECTOR :4- : - -..4. •-• C -- -..0 ov- ,jusim, O.D. ,ir,,41,"111'-„ , , - e • . PLASTIC: . , 0.11111L, \ ,„2 <1 1111/ IIII MUST CONFORM WITH ASTM C-478. i - . • • 1 A- STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. ,.'1-. ,-";:' "-*-:-_ _,- .4'. :':. ,,..--i•4-1, .- ..1 8'' MINIMUM CONCRETE lk Po] SMOOTH FINISH CHANNEL TO .. - . KORNSEAL BOOT MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED 41 NOTES: 3/4 VERTICAL HEIGHT OF PIPE „ ,..., .'-,"?--,i.'="_;--,.:, -.,1.- ,".;...11:j1;',. WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE \.._. • 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS --- r- %,:,;.".-■4,,,-.4 "" '*7 ,. .0., . - l-,_1---17., '1 .11M.• WITH SERRATED SURFACES. 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-46 CLASS 30. 12" MINIMUM OF "-o" COMPACTED.----4-;-:''"r.,:"." ,1'.....:`„ ,.: 72" MINIMUM -••"-•7:.•'-:.. 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. PRECAST CO \ CRE-E SUBURBAN A\ D STA\ DARD STA` DARD VA\ HO = VA\ - OL= ST=P CleanWateriServices VA \IHOL = BASE llaailAVIaatiAr- eerriss CleanWaberir-Services V1A\ HOL= FRAM = A\ D COV=R CleanWaterServices DRAWING NO. 010 REVISED 02-03 Our commitment is clear. DRAWING NO. 020 REVISED 02-03 441hui Atirinniiittin iiau eeli., DRAWING NO. 100 REVISED 02-03 Our commitment is clear. DRAWING NO. 1 10 REVISED 02-03 Our commitment is clear. c co "c! co 0 0 0 0 0 0 0 Cl) a. 0 5 0 C a) 0 C 0) ._ U) 0(1) Cl) 0 "it. LL``3 E1 as -E m 0 Cl) a) (..) a) co j a) .21 1 a as w 0 c.) a) CO f PROF 43 IR. 6 5-7 c.. 1* 44 I, -r: Lk, 44, z 4:', . 74902P r' 6 • ..- 4 • , it CA OREM v• 6 Na 13,1- le:1N 100 LO EXPIRES: 6-30-05 1*••■• SUBMITTED BY in SCALE WARNING , ,k„ CIVIL SHEET: OF co Lt.) 0 I, 1 DESIGNED MWH 1 - I ( 0 ) M W DURHAM FACILITY DWG: 000-GC-008 (PROJECT MANAGER'S NAME) LICENSE NO. DATE C3 H IN ASSOCIATION WITH: MWH CleanWater Services GENERAL CIVIL DETAILS-7 z NONE IF THIS BAR DOES DRAWN PHASE 4 EXPANSION .c) NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 0 Our commitment is clear. ---) THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC - REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 .................................................................................... .................................................................... .......... .................__................................ .... ........................................................... ,.......... .................................................... . f..."._ B B I 28" 0 3 ,r o. + 28 /4» ti + 27" r 27 3/8"'7 • ' • .. .`s ' J LO 4 0 ° ° ci :I] IA 4 1 A -,1 a ii I a w o . SEE STD. DRAWING NO. 260 A A - A A u- a • FOR FRAME AND GRATE Jl 1 1- ° • • (-- el ' 3 irm....iim:1 A Typ 5/$" X 3 BOLTS __.....1 •. 1Yp. 1 2" x 3" =•L7 6., 4 i N 1/4' 2 : :: 2 EACH END© � 3z 1/2",., SGE A ..4 • I, - . r 1/2 — SECTION A—A SEE STD. DRAWING NO. 255 SQ. EFLAT BAR A A 6 i '° ' FOR FRAME AND GRATE SECTION — 3" x 2 ,/2" x ,/a" �,p ANGLE c °° I ° ..1.4 3" X 2 1/2" X 3/8" 3/16" V 3/4" • PLAN VIEW TYP ANGLE B PLAN 3/4"1/ N 7- X11.... 6 ' PLAN B FINISH GRADE MAX 3O' FLOW INVERT L I I p I I v .' a - 1 1/2" 1 1/2" . v'Q• v'p -,. 13 1/2" r -. 27" _ c Q " r p . 2 1 j2.. [. o c. — — V• na 2" MIN. 2" MIN. 1 I - +� 3/8" X 2 1 j2" FLAT BARS ` AT 1 7x/82..10/N2 /8" ON CENTER _ e e 6" FOR POURED IN : , ,'Q MAXIMUM 2 t MI■I%ImIgI/!a•PLACE ° —•-` n 5" WITH —..- -..— a 18 •! 21" 11111:11111 REINFORCEMENT r1 i iii REINFORCEMENT 4 MAX. :'‘571..:; Q MAX. 1--- 11111 11111:'I'I�Iu a FOR PRE CAST ' ' B t. a - - �' • s � ,. as t 11 ll Il Il SECTION B—B a a • . - D_ 1 - ' � f . 18 II II I I II I II I o X i I ,,,Q SUMP ';.d : SUMP 111 1 1 3/8SSROUND :D :.. a s a . ,'�' 1 . ' W no • y . . ;° �, � 6" e•. ..a�`v : , a.{d '•',4 HHII 1 11 1 iMM Z " MAX. I 2 -D,9 • , • ,� . ► , 2 -b' ,q ° 1$ I 1111111 11 I 11111 cc O 2 1/2"x 1/4" SQ. EDGE FLAT BAR MAX. s d e 18" D. e I 6" -i--- 24"—m- 6" - --a.- 6"-�+— 27 3/8"-0- 6" y 32" TYP. GRATE BAR (17 EA.) D. tr' I I 11111 1111 1. 1 311/4" Q�, ° '.°• b T SECTION A—A SECTION B— B 11 1 1 1 1111 III I c v P • n'• . ° 2" •I*I11ISI/I■I$II , ��� ► _ 3/16" TYP. D2 -.. 28" •...- .r. 27" F.- B I - -- - SECTION A—A pp BASS X 2" FIAT PLAN TYPICAL BOTH ENDS SECTION B—pp L3 BARS EACH END OUTER BARS AND p K3/16- EVERY S E C O N D SECTION B— B 2 1/2" x 3/8" NOTES: NOTES: INNER BAR SQ. EDGE FLAT BAR -... 3" C. TO C. 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 2. INSTALL STRUCTURE ON MIN. OF 8" OF V.-0" COMPACTED BASE MATERIAL. 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0" COMPACTED BASE MATERIAL. 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 PLAN WELDED WIRE MEETING ASTM A497. WIRE MEETING ASTM A497 NOTE: 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 FRAME 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". 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. 5. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER APPLICATIONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. CATCH BAS \ DITC - I \ LT AREADRA \ DITCH I \ LT _ - nWa�er Services aeanWater Services F RA V -- A` 3 CRA-- ( LC - 2 ) +� eanWater Services RA VI - A \ D CRATE CleanWater Services TYP I I C:leaOur commitment is clear. Our commitment is clear, Our commitment is clear. Our commitment is clear. DRAWING NO. 220 REVISED 02-03 DRAWING NO. 250 REVISED 02-03 DRAWING NO. 255 REVISED 02-03 DRAWING NO. 260 REVISED 02-03 c 0 la ai 0 0 0 0 0 0 0 C- 0 > V c a) C c () .) a) 0 ri5 n" rei a) U- I E co -E 0 u) a) V a) � I a) c I co _ a) IC.� pi1V.4. s/d Z 1.44 74902P r ai . 1 r _ 13, Lt.) - EXPIRES: 6-30-05 N... in SCALE WARNING SUBMITTED BY 0 CIVIL SHEET: OF �i 0 l 1 DESIGNED MWH DURHAM FACILITY DWG: 000-GC-009 o ( (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: ,� » z NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION GENERAL CIVIL DETAILS-8 -c NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. DATE: 23-FEB-2005 THEN DRAWING IS MWH ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICERS NAME) LICENSE NO. DATE PROJECT NO.: 4969 „.„:... \. "..\:::.:,,,„::..,,,,,,:-,::;•,:•,...•..;,.....,.. PROTECT TREES AND SHRUBS C\J WHERE SHOWN W/ FENCE -•.: :. 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DATE H IN ASSOCIATION WITH: CleanWater Services 1"=40' IF THIS BAR DOES DRAWN K KAI PHASE 4 EXPANSION TREE PROTECTION PLAN-2 z SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 23-FEB-2005 JD NOT MEASURE 1" Our commitment is clear. 0 --) THEN DIRikWING IS REV DATE BY O SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME LICENSE NO. DATE ARHITETAOIATIV....E....IN.0 ..........._............................................................................................_............................................................................................................................................................................................................................................................................................ ...... . . ..... PROJECT N°.: 4969 N O In d O N m W LL cj) N hi ca o 0 a. ..:....... f I t I I..: .: MATSHLINE 00 —C-006 ! s+ . , , , , ,..„.... :,,,,, . . : , , jo . .• . . . N .: N i ''k. . :n . : .. ,„...,.., „ . . .. / , . . . 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"...•,./ ,:':. ..::::::" ::::::::::::'...'21:::; .- . .]:••.:":': ':::. ,.....,.,$::',.;:::::,:$ ,,..."';' DEMOLISH DR MH AND AS S . ►�• • :.. SHOWN RECONSTRUCT 18 SD AS NEEDED I p) '�.:,• :. .•.• •.. -. *„.r- -11,••••.*:*:•••....1.* • .•:stir:.- --- •:•:::::::::-.f.'-:::::'•-•••'•r - .../....-/- ...:**-- ..-•'*--. •••*-- M 1 ..: • /: • ti \ ...,../.• ti+` ` � • X 66"':" S`SHA PLI. D.At3 R:3'-)'! 0 N:G A$ACfED `P01 ; I \.—.• 'WATER '1I:GHT CON: RET PL � . MH 11722 >:- SA�Lf. LAu ` IN 'ERIOI ': ?1PE SURfAES 1 1 C O INS; , . .nRT 1 L# 1 R,.TO:; ' Ufa E: UG.T z...,...,.. ."-":""'s" • ‘..*** . ----- ABAN.D) I SS V U*L.T• EX 42" SS SHALL BE PLUGGED AND \\\.....-�—� " 1172311-PLACE:' EE::.ABANDONED. POUR 3'-O" LONG WATERTIGHT CONCRETE PLUG. �',�, ,,, SPEC1��40.` E RFA ES , ' • • .. , . „ . . . .SANDBLAST INTERIOR PIP SU C . . „ „ .... . -..... ..:: PRIOR TO POURING CONCRETE PLUG .. • . k. . :I. f 0 N. O F` 0 • . , U i' ~• O / -'.' • •C/�•� . a/ .. .. ' • CD LLI - [ - F /' . • • En • U „ ' . ' / . .. , CO �I C Vi . .,•:::: ..,,,,,y,/ fi 4,9 PROFrrnn •z �` 74902P r- a5 • .t 1. i G1, •; .,c• Q�r 61, 2p Y 13, EXPIRES: 6-30-05 ul In SCALE WARNING SUBMITTED BY o K KAI � CIVIL SHEET: OF In 0 1 DESIGNED r , , iN H o (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: AM FACILITY DWG: 000-C-007 z 1"=40' IF THIS BAR DOES DRAWN K KAI Cl ear�Water Services PHASE 4 EXPANSION DEMOLITION SITE PLAN AND 4:1 NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL per commitment is clear. TREE PROTECTION PLAN-3 DATE: 23-FEB-2005 TH IS REV DATE BY DESCRIPTION E CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. 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DETECTOR LOOPS SHALL BE .1.•**:.:„*1.::-•:.:::::;-. ..4::::'. READER Wt.:2-6" •:-.-:„..„..........•.,, . .. . ... . .. . . . :. . . . ... . .„... •-•:. ' . ';',••••„:„..,. •.:••• -- •- 4.1, ......:: ........ GUARD POST 411111 .••: •-. .„... ...„. .......... „..: -•-•:-....--....... . • INSTALLED PER AUTOMATIC GATE ::-''..:,.',......:•: ...::::::::' : :. . .. .: .....„ „...:.„.,,..........., ... .. ::...• :-... .... .. . .. --.:-....„ : . : -.....•••„„ . , ..:„........ "::' . . .. .,. .. ..., . • . .. . : :: .:-....:„.....,.:.: „...--._...„..:: ::„...„:„.... ..... MANUFACTURER'S SPECIFICATIONS .:.::::::f. " ••:„:„....., ,.• .. :,........., ...„------ .-....:„„:•-•, : : : ••:•-•-••• ... .„ . ::: ----- •••-. •--:•.....i::::-..----,,....,.• ......-: .........., :-... .:::.---•-•-•.i...:•••.H........- -:: :::„....:••••:•:••::::::::::::::. :::... 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SLIDING GATE ....-: C-103 :... . . • . • -:::.:::. ::: „. . .•':••-••:. . ....:..... ..• . .. •..: .. .• ..... ---::.;...... • ...:::::/- • :::. ,.. .. .... : -•,•:-:::::::.............„...........,. :::„.:.:•.-......-• .. . . .. : (000M(i:101 ) 4iM20 :::4111e .• ... . ... • .. . . • ....•..•.. . . ...........:.. : :.: :- :••.• , .. . : ... ...• . . M4 : " ' ....• . - :.: .. .. .... ..„ ••:• ••• • •-•• •:„ : .. ....:: .---•••:-.... ' .::::::::::: '...„:'::'.....:Ii.......::::::::::::.. ..,..:•:::::::::: ...:. ., •-• • :......„ . .:: ••:: .:.:..' '...•:,--,.,.. ....•::.:::::..•„...... .•••:::...i:::: : ... • .• ..•.„: ::.....,..,. ...•... ...:„.• .--:-. , • .: ... ........:.. • • ::: -:-•• • -:: ....• : .. ...... ...... . .: .. ...... ...... CONCRETE ..„-: .. . .. . „. : :: .. ....„ •. . . . .. ..: .. . ... •• •• . ••••••..••••......::„ :. „.... : „.„... „... .....„ „ :. ,:.„ ., SIDEWALK '• . . 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CO : •-•::...'-':-•••••-- i... : PRIMARY . .. •.. •..•.,.. •.• • .. .•...... . . • . „.:•--.... .. . . .. . . ... . .. . • . . ... • . . .. . .. . . .... . .• • . . , . . .• ... .•„.. .......... :: -,...,:...-....,..,, :.. : :•:, ,. :..:. --• CLARIFIER . • . . . , . . . . . , .. . . , ,••: , . . 4 . ' ■ . ■ . .' • . ''''''''''..:':.-:::.•'. • • • .'' .:. . . . ,. .: . . , . , . .. , • -...,,..•- .• • • • ..*: ::: . ... • ...." , NO. 3 .,. ••.:.:::::::,...:,,. .. . •::::::.., - . . .. . • -::- '......: ..,...„...„.. .. . . . . . . „.. :.,,..:........, . ,. : . .. . . . . . . . . . . .• . .. . . „.•... •:: ......, . . . . ... . ...,. .. ... . . , ..,..:,..• - -.......„ _ . . . . . . . . . . . , , , , „ , . , , , • , . ,..., . . . . . . . . : , , . .. . ...... .. . ....„..::.. . ......,,:.:::::• . . . . . . . . . • . . . , . . . . . . .•.. . • „ . . , . . , . • , • ,.. : .. - ----..,••••••••_. . . . : : : : , • : , , , : : : . : : : : : . :•... : . : co4ti. 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NOTES: ....... ' .. .. ... , „ ._ , ,••.:... •.. ... , ... .. . •-•::. ::::::::•:: •:: .--..: -;::::•::::::-:.•-:,.........-•••••••• :: :::„.„. :::..•••i :::. :: :: •••:-... :: ,.. : :. ..,..• .....,.:... :. -..... :. :. .,.. .. ..... ., ..... ..,.... . . ,., . ---,..-,.."....,„....... ..•...... . . . . . . . . . . :: ... .. . .: ....., ,.........,,,......'•-' - :...:,. .. . ., .. ' a. .•-" .-.:::::.•::::::::::. ••....„:2: •............„.:.... ....1 .... .. „.- •••••"'„:••••:-..,... :::••••-::..:-..:::... :: .... •••••...........,..:::...:.„,....:::,-.:••:.-..-........ ..: . . . ... . ... . - • • .1 - . ..-'•-...:1„..ii:::.,..-......- .. . ,:........... .. 1. SEE DWG 000-C-028 FOR HORIZONTAL CONTROL AND PAVING PLAN CURVE AND COORDINATE TABLES. ..•. •::-.,:.:,:... . .. .. . •-• •-•-•- •••• .. •-, •••• ..." .•..• . . . . , • . . . .. . . „:„ .. ....' .:• „ .....-... ...: . . .. ... : • • . 1 ..:„.'...:-.....-....- L. 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GRASS SWALE /..#,, ''-`,<f,sx .. I ...... cn -;-, •- i: :-./ . '7•-•••••:±::::::::::: ::::::::::.--.; -.-.. • --:„. ../.' .. ... • .. • .. :.:,,,,.:: , „,„ 1 .. • --:-,,-..:.,...., .... • .. -i. - . ..- 1 ct - - - "... "•—• -• " '••• •. . ..„.....,...,,, . ... .... --- .••• • . -,,:: Tiis'%%' •'•'•-•; I ..:'•••-1:1•-•--;•. •••••::..PLAril-l.::*.fli... ::::::::::,..., '-„.:::::-.::::::- .. ... .. --•"...' 1, • , : • , : , , : • . : , , , , . 6" GUARD POST C-115 . .. . . .. ss- I . ........ ,, ....,........... . . . . . , . ,:. ..,,:..,:,,..,.., . .' :-:-.. .... „:::::. :::.•::::::::::.....,...-... (TYP OF 8) .• ,e,,,* •-• .• ,,,,,, . .,. • , I 03 .'"•''' '''-. 0:1'..;."..I...::::. ':.i'....:-...--.H..1...-,'..,.....:::' ..„...., , ,,,_, ,,, ,,,,-. : • . ..'- ' „ • , , , , . . • . . . . . . "s„ (1) ..-.* :*,..r..:.... . : -...:':' ... :*::': .i:::-.:: ---".....::::-.. igi. ..--a■i.-. .:::. :::-.. ..' - .,.••.. '. ..... _ .,...., . ......---- • „sz...,.,:* ...: .. -• • • -. ...,....••., ....... , ..„,.. ., , .,,,z-ri —•.,.../jl .. --:::::::::::::::::1: :...„,..::::::::- -- -::.:-.- .1.••••.... . .. . .,. .. .. .. . . . \ . : . . , • . . • . , : : . • . • , , . . . ., . •• . . • , • TRANSFORMER PAD, FG=152.50 , . :: , .."N's .-..' 9"),., •,:',... ••:••••,. ..::: • .../ . :::::::.,..-::::,....y....,.•••:-.• .•---„.:-. ..,......:•:.-- .....- - .• •. : , :.,,„ : .. .. . .. , . : , . : . . , • • .• a) ' ../': '''. ' ''r'''''l r'V '..- :::.':':0):LAN::4 ::::::'::::::::)'-•:::": . • - . • • i SEE PART PLAN-A ON DWG 000-C-032 ) .,. ..• TT • •••••:' -..."4",,friii ey. .:-,:,,..-.,„,::::,...j:•:,•-,..,.,., .•H...,n.:„..±... ,i. . .„,.,, .,..,,,,, . . , , , . , ., „ ".. . ..: . 1 • '''':. ' - - .0.9'- ,..- .--.....---:ii.-::::Iffi..::...,::::: .. '-....":,.......:..:::::. .., %-- ... fo/f)- . . „ . , . , . ; .• • . (TURF STONE PAVERS) i' ' -. -;1.1.,07-. ./ - ...-.....- -:-.. ....',...-.H..,.:::.... .._.:::::•.,.,-.-.. ::-.......i ., -:- -.. :: ..:': • • . , . . . . . . , • , . , , , , : . . . , . : , • ' ' " ' . . . . . . , • , S9 ,. •' ODOR •••.' ,„.... z ..• .. .-....•../...... .......:•••.. ....,......... , ........ .....: • •-•-•,,:..-- ,..•.- -.•..-•••-:-•.."- -...--::•:::::::::].-:"-••••-%.....-:::••:-/-:-;.-...i..,..-:-.... ..:•-....• . ... .• .. ...... ... • , • . , . : . , : . , . . , • , • . Ki 0+54.38 :' '.' ',..\;, .'.0.+54.3t,._,LL : -, 48' RETAINING WALL •. • „„ • " , 0 - ..... :....iglu!) ,.. ..:;-... : :- ::...:::...-- . :---••••••• , •. CONTROL • .*** 1 .14 fn -.::. i . '-: PL ' i.'" , .-----•:::••::;--..-;/"PLAN:,--6•-,• •• !..--..--.:•••-•'. 12.00' LT •:.:'' , .':.H'''-'..,':'',.... '. 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':1N K PA :„.:...:'•':-::' .•:::-:•::....-::::::-E-.. :-•'.: . •:::::'..--.•::-...i.-.•:-•:-.::::: :::-.-• ... :•.:::.• :• EXPIRES: 6-30-05 U, r SUBMITTED BY in SCALE WARNING --,--,;* SHEET: OF CIVIL cn in 0 % 1 DESIGNED K KAI, B TAI DURHAM FACILITY HORIZONTAL CONTROLAND PAVING PLAN DWG: 000-C-022 I .... 1 ( ) ) M VV H 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: z 1" =20' IF THIS BAR DOES DRAWN K KAI, B TAI CleanWater •Services PHASE it EXPANSION' PLAN 3 NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 10-MAY-2005 A 05/11/05 K MI REVISED NOTE FOR TRANSFORMER PAD. 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 .......................................................................................................................................... ...........................................,.................................................................................................................................................. .................................................................................................................................................................................................................................................................................................................................................. ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... co . 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NOTES: . . • • .• ..-- a) 1 ......• .. .•:: ; . •• ... . . ... . . , • • • • :. ...:. . ... .... ..- ........ .. .. .... .......... ... ... ......... .......... . . .. ....... .... ........ .. •-• _ ....•-•• . ; ''''...:. :::.• .,..:•-• :::. . . .• • . • • . . • . - . . . .., .. . .. . „ .. ...•. E .. L..... .. ! . . .- .. . . .. '.. . . ...... .• . .. . 1. SEE DWG 000-C-028 FOR HORIZONTAL CONTROL AND PAVING CURVE AND COORDINATE TABLES. ....... .... i:••••:::::•,..::::::•..-..:::::::::.•::::::::::::::,:::::::-::::.•,-.:,...........:-....---• ••... •••••:.,, ; i : • • ....• : r• ....., ...- „ -... ... .. .,. I : •,. .• : :, ; .. . . . ....••••••.. . . . .. • , _.:• , , „. .. .. ,. .• *'• *--„-„•....,...",,.:.: il,.::1 p. --•-•::::i:4N li• : 0::. ...::::......,..-...,.:::-...,i:••-•;.43-•:••••••••:;,,,,••...„-...:•••••:, .. •••.•-• : . .. .... 1 . ..•••••:•'•-•-•...„, .. . . ......• ... .... ...... ... . • , ••• •• -"•2, SEE DWG 000C...7133 COORDINATE TABLE 6 FOR CATCH BASIN AND MANHOLE HORIZONTAL CONTROL. (.) . : .: .. .• .. : . :. . :. , . ... . „ .. ... . •:. -. .. I , •-• -. - A : . . : „,• ... , ,,,...•• „ . . . . \ . .. . . . . ... ..•. -..... . . . . .... ... ... .. . . . .... ...... „ ...... ... . . . 1 , . c(I/3 OCB —\\s: . .. •' .:.. ,......: . ...... :. : . .. . ...... . .. \ . . .• . . . . . - • . . . . . . . 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DATE PROJECT NO.: 4969 ..................................................... .......................................................................................................... ............. - .1.•::: .. ....\ ..x.. „..... ,..,.:°. • • :.::..: . ..,:: c, .9. MATCHLINE 000-C-22 N. , . . , . . . . - . . • • • , • • . • , 40+1141.13R8T---- mall - - - - - - - .. - 11111111111111111111 IIIII In 111•11•11111.11111 MI .,,,,, IN NI 1•1 NI ..MI MIMI= IIII IN IIIII■ III MI . . CD /I: :"...::::..:i'..:• '''. '. . ' ' ' ' ' . ' . . . ' ' ' ' . ' ' '' '•.. : 39 • A.A. 0 • .'' A, 1 % cl • .. .. A 8 •-•.. •• •-• .,... . .. ... .. ..,,,n, .... .. . .. : , , . , , • . , . • . . : . , . • . . , • . 46 ■Nab, 47 . . _. ' ',..,.';, OCB --.... „.„. . m .. . .. . .. ..•• • - - .. sio N -.....,4* 48 .. 0°4 9 (161'-':'..-•-• . '''* :-' .....:•,. *. ' ..- ' ‘. )°.■\'''''' '' w • •.. . , , • . . . , . • . : . • , . • . . • • . . . .4%.,,,,,, w E '-.. • .. . ,, . ..••••• , . . . . . . • • . . . . "R4"4LnINE ..•-.: • 1 ... . . . . . . : • ' . . .• .. . ..'' .' . ''' .••••.. . .. ..... .... --- VTYATI)ON all 0+24.38 • . : , . : , , . . . : . . : • • , • • . . . , . , , . : . - " • ' • ' ' • • . . •• . , . . : , , , . , . . • . , • • • . , • . : „ . „ • • • . , . • . . • . : • : • . . . • : , • • , . . . . ,., , wow airiii ...... .. .. : . _..„4„. .•" .. . . , A• . ----".'''''' '.' '. ----. ' '',•-:'* ..... . • . ' • . ... ' . A A , A ' 1 A • A A .. * . , .. . a ll • C\I • • . " '42.00, ' LT , . , . ,L(p.. E .;:• , ,.,,, .. m : ,. mil 3..0..,11::: . ., ._: 10,-4741.:11:01r.,3'ir4.44/11111424-:011:711111111-.114.111p....Ilt.41.:4 43 \yik . x,, ,N, ., ,4.V Vir- • I . ...s.X. ,....,:;:si...1._.... hi 411.00.40. 0. e... :::' - 0 lb‘ 42 (I.4 % as ■ to RETAINING o p (3F wA WALL L E:E( P ' r ' • ' I ca•-• 0 • "R2" L. 36 * % -• - -- ' 'NC>6:p '6 SEE DWG 000- C-028 FOR Ak..70ftquip....._ '...„ . :."iti, - . I RAIN TYPE 1.1, . •••••',.••• . ' •'• • ... . ,...•' ,,• •• ••,• ,• r:. , .,,,,, ,i NMI" 44 li .-.-.`: , s'' ' ... .::-.-:-:::..: .. -..,'. ... _ 7 ....._ .•..." ... . . .. . .. . .. :.. ... ... ...:: .,..,. •.... .. . • "R5" LINE 44# •••'•,'•'-;',-••::*••• ,....•, , l':, ,• ••:,(71,Y P 9F,• ),'''..•', ''..* ' ': ':••': •' ,.. '. .,• ' .'•'•:',:'•I'' •:•, '' '' ••.• -'.. ' •:•*• • IIIIMENININNENENNE Ell Ws imam FT i 4 -w% k6: .. • ..---. .- ::.,: . , .. . . . .. .. . . , : . . .. ..„. .. .... : , ..., . .. ....• ,. .. .. .. ...• ... .. • .. ....:.::. .. . .. . .... • ,....:.,_.....:" . ...... . . . . .. . .. . " ... „ ...... .. .. .... .... , eio 5' CONCRETE SIDEWALK FG = 150.50 , ,.... --• , .- .. .. . • . , . . . , . . „ ' ' ' " ' ' ' . " . ' . '1"'CI I" •••• - ' • ''',. •'••••• • •••'*• -••• i A . •• ••• 2'.71;00:•••8•. :• •..•••••'• •••••• • •:.... VaF.....,-..,.--, , .•,iik:s ilk, • It, 011 _ •,.................:: DITCH ii,stLE1- ...-. (PER CWS.$TD 250) •- . ...„... •-•.... ' :-• ••• 1 ..• ...... . ....--• .. .. .. , - •,„...., Tti .• ' • . "R6" LIN-E-- • -•-•-. CO * \ -6**) ••" .CA21 ---PED.ESTRIAN RAMP . • • ' ' " ' ' ' ' '' ' : , : , . . . .', `,,,.. ,:' -s ' I, • ', '4, 0 * W/ MIN 24" OF ..0: 41D iff 44 RIP7RAP ALL AROUND .:: •.•,•ri .. 1 : ,:. •••:•......- --.. ., • ::. ... „... „ •.• ,. .,... . .... . ..... . •- . •••••..... . -.-... ••00 • , • , • , , • , , •..--•-•-:.- - ••- . s, • - , ,,, ' ...., Si. k . .:. . ..,1 • ......... .,.. .... , „ ,, .... ---- 59 •-.. , -1 Cf; : . , : . '- :-••••.....,... ..... ..,........ •••••• 48' RETAINING.WALL , , 1 P' 45' '' V . .---..::.., RETAINING WALL (TYP) "..„,.....„. , . . „.. . . , : . , . •... , • : , . , • : ••• cl) m :• . . . • • istiii, 58 SEE DWG 100-S-104 ■ . , , . , it ,. .... li.A'''' :•• SEE DWG 000- C-028 • • ■frj. • • . . • • :. • ;•...I . • . ,„,- .,•-•, . 1+72.05 ..„. lk FOR TOP OF WALL ELEVATION . . . , • . . . , , , • • : . , , • • : . : , • . • . • . "R7" LINE ill, • ... ---- -- •-••••••......„,,. , • ::....::::, . .... .. CD „....... .•... • ... . .. .. ....., . -• •-- --- -- •.. . 30'AC PAVEMENT -...... 12.00' LT - • x • ' 1'+ :::35; ' ,...• -•• w V - - " " • .. . : . .. . ................. •• . i:•:: .„..... ;:-. •...„.... . .• :: •, ..••• .., •........... .., •-• • . , ,.1 2.0,1 • , Iii DITCH INLET (PECWS , • • • • , • • . • , • . • . • . . , ........ :.....„ . ...... INFLUENT.- - .. ..... . , .., „... ... ,. ,..„,,, , . •,.., :, Iliaso i ' . ' ' ' ' '0' ' ' . • . 1 .. .... . ...--- - ----•-...... 60 'ROCK GARDEN --"..."----.---14.'-.- •::' • • '' . 06 - i STD 250) W/ MIN 24" OF .. .., . .. ...„.. ..... • ......... . • . .. „.••. ... ...... ..... ..... . I • • ' . • I , I • • . ." ., •• -,.:-- •• ....., . :.'•'., :. • , :. •• : :.• .: • ,‘.il..0:',. .••:, '.. • • ,' '''• ''.,' . • , .. • . • \>0.• ,•, ,• 1 • .••• •. STATION PP. sr" ,:•St.,,,,,,,_ - ' . ..,,,, .: 10, 1 38 GRASS ,::.• • • • - --...... , ' ''...' . .„•,'ve.',\.• . _........... . 4„...-,. SWALE I . • .. DITCH INLE-f- .... 0 /''. : " :.', 13- ...." :.. .. • , . . . . .. , (PER CWS STD 250) 0+34•;83 • - - . ',,•,:.,..,,' .,.:1.9+•••.,. -, •:---IH ..,$:,'•'• `.,'••.,.. ..7.- A°141iPir•..........: 4§E, 34,_..,. ......... .. '.. • . .. - • . . ... •. . . . . (TYP OF 4) - •••i••• •• • • .... •••......__.. ...:...-:•,...• . • • ,,, ., .,:t--:•.,.,.., . , , . • • ..... • . x. • e •• • .• ,. • .• - ••s,. ,•••1 ,12,.00' LT, , ,..... ','•.,.'. , . .:•A.... N....1,. .., . ... .• -...,..... ...,.. ., . . :.• •:. .:• • CNI . ' . •'*C' " l'' :"'-''' ' '''Aiik''' ' 441111 al EN ilia wil - .--- .' ----- ' '''. N.•' ''Z ''' '''' ' '' 2 '' '• ' ' ' . "".•••--...,. :. ... •. .., .. . . . . . .. . ........,... . & .., „ . . : ...: ..,... ,-, . •„, s:, , : .,z..: , .. . . : .. -:-:.... . . . ••• : .....:: .. ' -- • - 30'AC PAVEMENT •, .....•• . , : . : ...... •„. •..„..• .. • ■ , I ' • : . • : . • • .. • • I I., . . ... II . ...• • •. • • •:, .7 .. . , ' .,.,' ', • •, ,. , , , ,•, .• '1.''''''.."'" IDElh'' V Kg.j. 17%.''• ,', . ,.•: . : '; ' . ,:,,,, : •..'.'.•:''.'‘IP. .1,.;.. .. 0...1.0•.'..' .8,:,. '1:-t4 ': 2':.:: ::..:::Hq,0 ,. ..,:,..,,,: ., .,..,,,,...,:..,,,y,:.:.,,...,,,- , ...-. --- . . ... . . •.. .:..: .. ••• .. ' ' ' . - • - • - • -- . . , . ,, CONCtI,ETE, ''''r-t42.1,, ''',. . ','•s: ';' ...''..::,'•''•', ...!.".-'.,-7610. .1':1[7,T..:'.:. .col"" .', ..'.1 :.' :7'716---.:.,......:‘,'::::::,! 0:. 'i .' ','... .: . C/4' •: :'' ' '''* 0.,... I . . . ... .. .. ' • • ::::..... . ... ... . -0.-- lo......-:•:-: ::...:....•. '•:•.•'•::,.... ....:, • .,.$ • :. . .',i '' . '! 'o• •....• ''T 'H• :.:• • • • • . - ' • • . • • . • ... • ' '•. ' i',•:.:•-•.- :.., • -. • • *,'.• '.':.• ' N#3 i 44,,,t4 • -.. . • .,,.., , , . , : , . . , , , , , , , . , , . , , . , , . ..: , , . , : . , , .... ,, , ...., . . . . I i • I . •,I.• ',•.i •,I : I . .. . 46 . : cl*: :*:: *''': l' ''. ' . .,: f. :',. ',:,'.."„-:...!,:.,, :. ,,, , .,..', .::: ,, : , ,•': ..: :. .:::. ,• :::, i.::: ,',.:,:..:::,::.:...:,..,:.::: . :,..'....,' :,:.: . , ....:::,:. :: :: ::.:: ,: cid) . .... . . .. . •.. ..... . - , ..-• 1 , ... ., , • ■ . ' ■ , . . , ' , , , , , , • I . . GO ,H',. ',',..'■:,':.■:, ' ■' 'H'.''''■',' '.' ,'. .1 ,,.' ,L .. ,. -' • • •. , .::::'.::.:.. 4gg° ..'... ... , , . , , „ : , , „ ■ , ■ , ,, , . ,.,. ■ .;,.,,,,.■ , 1 . 2 , , • 1 , , . , • . ,.• , , , , k . , . • • ' Z' I LO .• , • '1: '''' :'' •' .. . .., "':•••7.*. I CJI i'• :"'• j:'_...!•::.,..• .i. : 7."i'.ii.'. ]:!'.,: ii:':••"%'..,.. ::.:1.•::;...'.::., . . 4a, • ., " '.....-•., . 1+32.18 ......1 0 '...'.''.''''''.''..:::.::::::.•::i•-:-::::::::•::::::::-...,:::'::::.':::;::: ,:::::::':::.. •:•:•• .:: : . *... : ••• ..,, '...,...: ...•:. „.. „„ ..• .. .. . . . • . .. ••• ...... .• „..... :::„.. ..:.• :. . . . -.. •. . 12.00' LT ,... ..: .•• .....,:::::: ..-....' I 6 r7:::.•i„,::"......:::::•,..„,,,: 1::.::•,...,-•::.„::::„...,, . .. • , • • . .. •.:„,: . :::••.: 0 : : . . ,.. :::::::••::•ii.--.: ,. •.:.:::: f: ,::::::: :.:::•....„.....- . •. •-•• .. 2' CONCRETE STRIP .. .:. . ... . .• . . C-902 ... •....... .,.• • 1 C) i. ..., ...::..,.::::::y•• .:::•04 .:::,..•-•: l.:;:••• 1 ••• ..:..:::::.:: •• • ... :.• ' .. ISB ROAD A : '-0+99.00 • .--- ••• .. . •.:*•,: •. ••-•::.:-..! -4111p,,' ••....,.::.::::::::.:.: i:•:•::•!...,,,••]-• 1.::::• •••• -•.*:•-• • ..:•:• . ... r F ._..,. ..:. ::•...:::-:.: 1 Lil .: .: i• Hi, .. . 1P.:::::;:..:::,:•..'" ..1- - : : •.... )‘ A .1 "Al" LINE 0+73 POT.= . ..,,. 11ik2" LINE 0+73 POT •••:. • • •. :,...-- • •:.... ..'H- I ••:' - ... •40•Joiii:,:::•,...:: ..,;:.....,.. :::.,• I ... - • : .••.....•.. DRY CREEK -901 V ''• ...-• .. • ..... ,. . ..•... ••.•• .• ."... ..... .., • --- •••••.: i ,''',' "-sss.Vsss 000-C-065 000-C-063 :-.:.: :::::::.:. ..• ,., ., -• . %\X"' .:•'' .• ''' ..:•••■ --• PLAN4.:•''.;:',•• •L''::: ''''':7:i::" : : ,. •• 'N''- '' . . •. ...„....,....... .... .: ..:::•.-' C.) ' ...-.-- • ::::: ..„::::,.:: ......:.:.::-:,...:i::;:l.:::::: :::-......-•.:.....-.:.:-:::::...,.::...E,:::.. .. . ... . . . . . .. . „. .. ...... .. . .. . ..„. .. .: .... . . .. .. . . . . .. . „ . . . , .... .. ... . . . . ..„ .. . . . . ..... .. . . . .... . . . . . . . . . . . . . .. . ... . . . . .. . . . .. . . . .... e• 7 ND, -• . .. I .4.1- . . . . . . .. : .. .... .. . ..a.. .:: • . Y:). ...: .... .. .. 1 .......• • :::::::::::.E.E:E.::::•.:::::: iii:E:E . • .. -.... . . . .. .. ... 2 :. : „ . . .. ..... .. . .... ......... . . .. . . •. .... ... :•.: . . . - .-.- ;::::i, :-PL.f.' :• ' C - -''..., PLNA 1-:,:. - . • ...... 46.„._ ... :... .. . . . ......-:. -:- ... ... • .. . .. . . . . .. . . . ::-..., .., s;:z.,:; :.::..:-.. w.:;,. ......... ::::::::.....!.......,,,,,,::. ,..::::...,-- 1. .. . 0 . . . • - • ••• ..•.•..• ••• . . , : .:•:,:: .....,. -..... -- ..••• . • . 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SEE DWG 000-C-028 FOR HORIZONTAL CONTROL AND PAVING PLAN CURVE AND COORDINATE TABLES. , • . 0 Lt. c...4 .,:. :,r • • c'z\h7, 2. SEE DWG 000-C-133 COORDINATE TABLE 6 FOR CATCH BASIN AND MANHOLE HORIZONTAL CONTROL. 6 4.1" 1 3,1'C' P;IN K Pk\ EXPIRES: 6-30-05 Li) . r.... SUBMITTED BY 0 o , SCALE WARNING CIVIL SHEET: OF tn tr) DESIGNED K MI, B TAI , 1 . I (PROJECT MANAGER'S NAME) LICENSE NO. DATE 6 ( ) ) M WH DURHAM FACILITY HORIZONTAL CONTROL AND PAVING PLAN DWG: 000-C-027 IN ASSOCIATION WITH: z 1"=20' IF THIS BAR DOES DRAWN K MI, B TAI CleanWater Services PHASE 4 EXPANSION PLAN 8 Jo NOT MEASURE 11' SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 Our commitment is clear. --) THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANIY OFFICER'S NAME) LICENSE NO. DATE . PROJECT NO.: 4969• ..................................................................................................................... _--......• ....,.... .......... COORDINATE TABLE - ACCESS ROAD 9. BASIS OF BEARINGS r.- POINT NORTHING EASTING DESCRIPTION , L() 1 639624.90 7620132.92 "Al" LINE, PI, STA 0+00 THE BEARINGS ARE BASED ON THE STATE PLANE 0 0 COORDINATE TABLE - BUILDING REFERENCE POINTS COORDINATE SYSTEM, BEING NAD 83 OREGON, NORTH cl 2 639624.90 7620205.92 "Al, A2" LINE, PI, STA 0+73.00 w ZONE COORDINATES, PURSUANT TO GPS OBSERVATION w c,1) _ LINE, BC, . POINT NORTHING EASTING DESCRIPTION 3 639624.90 7620265.10 "Al" LINE BC STA 1+3218 OF WASHINGTON COUNTY CORS STATION: , CN S 1 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 "ii 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 iii o -5 S3 639517.50 7620095.29 INFLUENT SPLITTER BOX - OUTSIDE FACE OF WALL 6 639665.23 7620205.92 "A2" LINE, BC, STA 1+13.33 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,A2" 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 S8 640716.42 7620384.42 HEADWORKS EFFLUENT STRUCTURE - OUTSIDE FACE OF WALL 11 639612.90 7620159.07 ETW, ACCESS ROAD TO ISB INTERSECTION OF SW 85TH AVENUE AND SW DURHAM ROAD. 76 1 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 cD Cl) LOCAL BENCH MARK: S 11 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 Mll 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 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" 30 639718.23 7620132.92 135.00 PI, STA 0+00 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" 31 639718.03 7620172.91 135.00 BC, STA 0+39.99 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" 32 639670.38 7620223.37 135.00 PRC, STA 1+15.66 "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"IR W/RPC INSCRIBED "LDC TRAV" 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" 34 639645.38 7620271.12 135.00 POT, STA 1+75.54 9 , 40.00' 45°24'57" 16.74' 31.71' 10 639707.32 7620522.21 135.86 SET RAIL ROAD SPIKE 35 639728.24 7620132.92 140.00 PI, STA 0+00 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" 36 639728.04 7620172.21 140.00 BC, STA 0+39.29 22 639870.35 7620070.60 157.98 SET PK NAIL C 11 30.00' 90°00'00" 30.00' 47.12' 0) "R2" LINE 37 639723.80 7620192.72 140.00 PCC, STA 0+60.31 -c? 23 640021.25 7620604.08 156.24 SET BRASS DISK IN TOP OF CURB co 12 N/A N/A N/A . N/A CN 0 38 639656.78 7620235.49 136.00 EC, 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 0 0 39 639743.86 7620132.92 146.00 BC, STA 0+00 25 640750.32 7620653.31 168.91 SET PK NAIL AND WASHER (I) CURVE TABLE RETAINING WALL 0 40 639738.83 7620151.53 146.00 PRC, STA 0+ -19.40 26 640627.30 7620428.34 179.91 SCRIBE "X" IN TOP CONC. FLOOR 0 5 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 -E ': 42 639733.76 7620201.00 146.00 PRC, STA 0+72.44 30 53.00' 81°48'22" 45.91' 75.67' 33 640480.37 7620550.17 165.19 SCRIBE "X" IN SIDEWALK "R3" LINE C,) 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" 0_ 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"IR W/RPC INSCRIBED "LDC TRAV" Z- 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" co u_ El 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 OF THIS PRINTING. THE CONTROL POINTS WERE SET IN JUNE, JULY, AND OCTOBER OF 2003. -I 47 639749.81 7620191.58 151.00 PRC, STA 0+60.29 35 27.00' 50°10'26" 12.64' 23.64' 9 CO "R 4" LINE 48 639746.09 7620208.00 151.00 PRC, STA 0+77.30 36 21.80' 77°15'40" 17.42' 29.40' a) .9_ cc)J 49 639717.11 7620235.69 147.00 EC, STA 1+22.76 37 37.55' 35°29'01" 12.01' 23.26' cn 55 639725.90 7619988.07 145.00 BC, STA 0+00 38 19.00' 83°21'05" 16.91' 27.64' a) 01 "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' 0 0 "R6" LINE 58 639692.19 7620024.58 145.00 EC, STA 0+32.18 41 35.00' 27°50'28" 8.67' 17.01' -4)- 0 0 59 639686.76 7620007.26 42 26.49' 98°19'12" 30.65' 45.46' cs,'03) PROF 138.00 BC, STA 0+00 :6 "R7" LINE z 43 34.00' 73'47'42" 25.53' 43.79' 4GIN4,_ .6 a. 60 639676.76 7620024.58 140.00 EC, STA 0+20.58 1,44c3 4' 4r4 S 44 25.00' 73°4423" 18.75' 32.18' 1:: - 74902P r-- 6 . . 4 v , ii: 45 25.00' 47°09'23" 10.91 20.58' t.....6., .,r• , .), 41' 13,11. L() EXPIRES: 6-30-05 N. SUBMITTED BY L() SCALE WARNING CIVIL SHEET: OF o ci) 0 1/ 1 DESIGNED K KAI, B TAI VV H DURHAM FACILITY HORIZONTAL CONTROL AND PAVING PLAN DWG: 000-C-028 t() I ■ I (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) ) M 6 IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION z NO SCALE IF THIS BAR DOES DRAWN K KAI, B TAI CURVE TABLES, COORDINATE TABLES .0 NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. DATE: 23-FEB-2005 0 --) 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 / MATCHLINE 000-C-040 • - • • • • • • • • • • • • • • • • • • • • • • • • • • �— • • -- • • • • • • • • • • - • • • • •�• •\ti •�\ • • • .�t Z • • • •. • -� :...• • ��`. • • - • • • •. • • �� • • wig • • •: •. , • -t • 0 t \ t,\ \.,• t 4 m .&• Eli ti.;\� tt � LI.. c) `' _ ,\ ;.,.„,.\ : ,,,\ -..„, ••.7. .......•-1 ••''i'•••,:*.•..i..7..,,...:„...,.,',. . ..• ::::••••••• .•••••••••.:: ::•-•-::•---,•-,:•••••••••.•:........]: :•:-.-•:-.•••:.„•,.•••••./.-•:•-•:: .... ..•..:••, / ,/ cu • CI iihi 1 1 .•-•' ...•, ... .......--- --- —--- •• .• .:,...,::....,:::.x.:.... ...,...::::::::.i..,..... •-•-: --::::, -': \. `♦ - - • . . .. . ...... . ..::-' .\--.. 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': .',•,---.:-:••-•'-:::•-•:•:.::::::::..--j:2-.3-.3-x:7•••-:•:,.,...„,.:.-.• :It.,.......,\,„„.,,\'.,N,.‘-''''''''',::,..\•,,s,`...,•:„ , --'•:'--.... .. ..., • • . •7i �ha \� ti y \ t .... 3.--:-.3:3.3... ,a . • t4 4 �, *'t .. i .2 ,•• • • om , -\..t .,ti;• ,, - • r • , . , t• ,t-t \.,t ••..„,,,‘ r, .n ' .'..',.....''......''s''.1.. ,t. ,,.,,,,:,,., :„,. nn:•1,..•,:::::,........:i• !..ij . t ..,.,,.,.._,—..,.,.,-.,....,_..._,»,.,,,..,. I ...................„_,,,,,,,-. ,,. ._� ..,�.. -,.,, 't \ 1; ANN \ • • t t-: ` 0 CD • a v l ;i ti• >: :•;-:. • I ulNr 4 1" a 3 ; ,4 t yt"• v' ,. t 3' ` Rt I;; .1.: ii::: ' ' •' +� ah•+f�.•+"`+a,� � • • � • • • • tom '� ''• �� �� • • . .. '.+``.h° ?��. a i':.;rr::' +'`+it`s-`/ '4.101'-'- �. �.': .:: .:. :.:.. .. . ::. :' MATCHLINE 000-C-042 MATCHLINE 000-C-043 . •:: P:L•: -:-: c `'LAN :4 • C CD `PL :•:-. :.- ..: , : AN � :.: ..: a) Ln MATCHLINE 000-C-041 4 Lc.) •- - MI IIN OM MI . IN a 111111 IIIIII •■ a a MI■11111.....la 1111 111111111111111111•10 a IIM MIIIIMIll IN IN MINIMS a la .11111111111111M III IN III■1111 IN MI 1111111111111M•••la-••al-•INIMINI■ IN a ■ MI I•11 INIIIIIMMI III a MI IN IIIIIMMINII MI la IN IN MININIMI MI IN ININNINNIN NI al IIIMINal• IIIII MI MIIIIMINNII a a 0 ,. . • -'- : '7 I 0 ....,_, NI ii • ::. . ..•- • ../ .../ ..• : '''''' / -----...„: I ... • 1 j ... .... ••. . ... ...• . . . . ..... , ... • •.. ..:......•:. ,.:...... .... .. . .--• , • ,,,......• ••::••.::•••:„....,........ . .., _ _, , , .• ... . "• •• ..............„„ ....• ............... ........ , .. .• ....• ......... ........ ••••. • . . . . . . . .. . . . . . . . .. .. .. .. .. . . . . . . • • • . ... •. .... .... .. . ... .... . . „.. .... . . . . . . ... .. . ., ... . „ . . . . . ,. . .. . . ... .. .... . . . . . .. . - • . . • ••• •• • •. ... ... ... . . . . .: - -....-...-:-..--... ::--,„,. :.. • = : :. • . . ..... .. ... . . . . . . .. . . . .., . . . „ . .. ... . . , .• . . . „. . . . . . . . . . •• . ,. . . • .. . . ..... • •: ••••: . . ...., . , ., . .. ... . . . .... ......... ........ .. „ .„ . . ..... . . .... ... ... ... .... - . . . .. . . .. -.. . ...• .. .. .. .. .• . . . 4 . . ... . . . . . . . ‘...... ....-4.... -:--'..'.''-'..1"•:'. ... ,.•'n.' ' • -- .. - • = . . . ..„/ .... . , • .. . . . . . . ., . •. - . • .....,.. /....:.•..,,,,.., „,, ...... := ... ..,.. .....••:,...-...• " .. . .. --- 54" FM (8,26) . . . . .. ............ ......_. .... .... .. ..•• ...... ... . . ----"-•-•.. ........ ....:•...... ... ..' .......... . .. 75 ••• •• • • - / , , / I " • . I 7 .,.:.......•... ... ...„. .. . . . •...... .,.... . .. .... . . .......;.„.....„.. " . .......:.......:...:...,.....,..‘y,. . . • • .. .• ... •... .„ ,.... . . . . . , ...• .. .... ,......., ... . . .. .. . . . .. .. ... • . .. . . .... • • " ..,.,. ..... ... ,... ....,.• .. . .. SEE DWG , / ........ .... 1 I .........4,.,„•....., . . . . ,: . 4. '4.. . .. . .. . , . . , . . . •••• • . .. • • .. • ... . .. .. ...• . „ .,.:.,..,n.,4.,..,,..,...•• • ,..,4,...-..•-•-•• ..••_...... ....,,...... ,.... . . , .. .,. ,,....• •".....,...... _ .. ,. -4'''':-.--....4,,.. '.: "4 ,, -.4 ,-....4,•,44,-,4,. ,„,444,........., •• ..../...- •.,.',...„ •"..," ,, ,,, ,,,,\..,, : ..„ - ..4• ' ,....• ... . ..• ---•• ... ... .4 . . ''''.„,.... .. .-•---- -..„• .• ..:,„. --'----,,, •_..... _. ..... ,. -- . .". ....- ••• ,., ,,.• .. ,. • , . , : ,,.• . ... .. .....„, , , " --,.•0,-- . .,.,.. . „, . . 000-C-120 FOR PLAN AND PROFILE , / / /// / / / 42" FM (8,26) I SEE DWG 000-C-122 FOR .....•..., •. •. . .. .... ... ... . .. ... ........,. .... ...•.... , . •.. I. ,..,„ i ••••••:•••• : / , PLAN AND PROFILE •. ...•:. .:••: „•-•...:.••..:. .. .... .. .„ . ... . . .. . .. ....... .... . . .... ... .. . „.. .,. 1 .. .... ....::..,,..',/'n ..• . 4 . - . • * .. .... .. .. .. . . .. . ...„ . I ..... ',..'••...'. . .••' 4.,::... ,,.• . . ..'• • • .,.. .. . ::..:.::::: ::: ...... . .. . , / .. .. ...,._ .......... ..„ . .... . . .4..4.4.. . . . / :::...:.:ii, ::.:.:::::.--•: ::..::'::::.:: : -•:'. . , . ,. . . . . . . . . 4... . .. i '....::..:-•-- - . .• / --- ..... . . ,-.." ••..... ,.. `•-• .\ : I ...44.. •. ..,......---- . ,.- ....- . -.- .• ' -::'-:....44 \\ • . . . . 4 \ . I ...i...:::. : ... ../.../ I . ,........,... . . .. e. '...,..1--- - .,,..,,... ..., \:. ,..,.-„.:. ,..--3 ... 4: e. ..•:... 4:. . .. : : ':;-..‹.:k:.-----,.,,,, - X-..,3' .. _..,...... „.. ., . . ... ,..'' I . . •...,:j.... ‘,.:..E, ,:.-.:',.;..•..,:.,::: , NOTES: . _... 4....... ,. ..,. .4.,. . ..: .• : `-"..- . : . ..:.. ..., , - • ,, ....,:, . .'. • .. , ... . . •.:::.:::: : :•. ,, • 4 1. DEMOLITION OF THE EXISTING STRUCTURES AND UTILITIES SHALL . .....• . . . ------, .• . . .. • . •..,..,, . ,„ : „.. .. .. • - BE IN ACCORDANCE WITH THE REQUIREMENTS OF SPECIFICATION I I. : .••• .•• , .. . .• . . . • • . . . .. . „ .. . , . . .: .. . .. . . . .... . . • ..• : • •.. .• ., • . SECTION 01640 AND 16050. SEE DEMOLITION SITE PLAN 000-C-005 TO 000-C-007. I . .. . . •• . . :4::4:''' 44. •. . . .• • :: . . . . . . • •••.. : . • .. :: • 2. FOR SS PIPE PROFILES, SEE DWG 000-C-101. I . ... • • • .•. •• . . .. . : . :',•-•-•_ -'.::.,. ' . . ..---,. .....::-.;:•-, :• • , • 1 : z.:‘. -\\--„. .:.•-•:•, . ::.::::•-::. . •• ., ,. -; ••• .. •. '‘ 3. SEE DWG 000-C-133 FOR MANHOLE AND CATCH BASIN HORIZONTAL CONTROL 1 :•-• E: . .• • ., -,..„.:: • : .--..-- , , . ':.7111''''''''''' 4::••..,- 4•)::•:-::::• :.4... '.1'...::::' '' ::::]•:4 ::.4•::.:::::. '... . . : , . . • . •: . .• , „ ••••• _ .,..... -: -•:-:: '• .. : :. .4.4 ... : : \ ,:, :: ,- ---•,..:: COORDINATES I , N' 4 4. SEE DWG 100-M-047 FOR HS AND HR PIPING PLAN AT EX DIGESTER COMPLEX NO 2. I , . .. . : . . .. . • .. . .. ....,, ..„4„ . .. •• N HS AND HR SHALL HAVE 3 FEET MIN COVER. EXPANSION LOOP FOR HS AND HR PIPING I .. . :-:. - • .4.4. , .. • _„.„.. ..\ . . : .. .. -... . .• • I SHALL BE IN ACCORDANCE WITH SPEC 15500. 1 . , •• . ,.... -. . . .:.:'-' 4'--....4,.,:.4.) • z''''•:::• \ ' "'•\\ •• . ,..._. „ ......• . . . .. .... ..., ..„,- .. . .., .• . _ :::.'.'...4 , / ,. ,, .• . • . ..... ..• -,..,\ .4./ ,...: ....• ,., .,..„ ''' \\ ..,, .. 4 • •-•.,........,:•:,.•••...:. - • ..... _ ....... :.'.: ,.. • : ••.:...• ... ..• .., ,.. , ../ • , .. . • 5. INSTALL 8" TEES, CONNECT TO EX 8" DSL, 8" DF,AND 8" DSL. ..• 1 .. ••.. ......:„:••••.::...• '-• liE.:::' :...r.:..,:ii---1.::::]:!..„ :::.::•:::: :.....ii )::::::',,.. . .•. ..- ...- ,•• , .... ."•-• \\\\\\ '. . .4.4 • •. . .. . . .• 1 . . .• • ,.........-• ., , ..... ... \ . .. :].-,i--i,•.::::'•---• -.-::: -••••• -.....:....,..„ ... 6. CONTRACTOR SHALL NOT DESTROY, REMOVE, OR OTHERWISE DISTURB THE EXISTING . .. --•:::-.-.-.-:::,, --... '.-•.. \---• ... OPERATION OF THE DIGESTER COMPLEX#2. .. . : • . . . . • ..,.. ,.. :.,:•_.... . . . . . ----... ..: . I • ••••,.•.1...:•••••:-.:......\ ...,., w.,.,,,._...L____,,,,,,,,,,,,,,,,,,,,,,,,......_••,,,,,,,„..,,,,-...-:,-,„-„,,,2.!„--,:. :.:gV.::•:.----------•----''.**- .......y•:. - •• - •••••••• ...... ..:: .. . . . .. :‘,.--------- -- - - - . : . ...•,.. •.,,, 7. SEE DWG 130-M-001 FOR PIPING, DUCTING,AND ELECTRICAL CO NCTION LOCATIONS I . .-•:. .. . . i••.:•.•.•„.:., \ . : ... •-... 4.. . ..•••-- - • ‘ . . . . . . ' ::::.:.::::......::-..:.:...1„...•-,.. -••.....,. ,- ," ...,...- ....- ..„.„.... • • `, '''• ••• , --------TO3HEODOR CONTROL BIOFILTER. I . . . ,„/ .„-' / - --,•:.-<- . • .. . .. :',:„:',',::•''.:,.:.....:: .... i: ... . , . .. . . ('' -,.'• .• - ; . „, : ,• . :...4. „,,.......„..„„ .. ,- -, I . . .. . .• . • 8. THE EX STORMbRAIN-MH,,S,HALL BE CONNECTED WITH THE EX SANITARY SEWER MH . .... . : z.--.... - . . „ .::- „ .:'• / • •./4':' --- 1 Tr.'""'DIGE: TER , ,, : .• •. • - ., " . • WITH A 8" SS PIPE. BOTH OrTHEEX.,$5AND SD OUTLET PIPES SHALL BE ' Cf) . : .. • . „ . , , . . :::.:::'' ":::.::::::::IT„):::,,.:::: :..:::•:::: ::,4,.,4, , ''''''--. ••''''.: i i:-1COM : EX F'..-.:.,;:.::.::.:1: ::: (:::::::::::e:': :i„: E:::-::: ., :„ .. . . . •. : . ., . . ABANDONED AND CAPPED AS SHOWN. --------„,,,,•-,-,_ I gC16 . 4. .:•- .., :: \ •'' . . , . „, •:::, . . , :.• . .„ .........,_.,,,,,„,,,,, 9 ... :.. • • ::.e.:.:.:-,,...::.:.:.:..,......:.. ::::-.:,•-::,......:.::......:: •- ......._ . . 1 \ #2 ... .....::::::::: ,,:..........: ::::.::-:: •:::,.:-.......: . . ...... . .. .... / ---..........,.._,..:,..,:::!!....,.. 1,\ :::::::::::::., \ ..., . .... . . .. .. .. , , •. : : . 9. RELOCATE THE EXISTING TELECOMMUNICATION CONDUIT AS k„EQUTREDAFTE,R THE I (...) -:••. ... • .. ..........±... -•:'..:. . 1 . ...:::.------•. .,.....„...„ . ......... ... .. : ............. .:„.. „...•.•. , •• ---:\.. • ...... .,„._,„ . ......„. \ CONSTRUCTION OF THE ODOR CONTROL , \\N - :-.x...• -,. ; HS & HR, ss ••...... .....- .., . ,,.: :: :::•.'••'•••••• ::,...„,.,:i-•:-.- .:...: :--: ::::-.::.::.--„:: -:-. N,N .s• ••••••••••• 1 ---•• ::--::::,.,.,.,.•::::-.. :: e.,..::::.:...,---,......:: -::...:::::.......,::...... :i - •••••••-•„. .. \-\- INV 155.00' .. .. .- • SEE NOTE 6-1/: 410•.•••••SEE DWG 000-C-105 AND 00070406 FOR THE 8" DG PIPE PLAN AND PROFILES. 0 .4::.• . . ...... . . .... . : . - ....--- .:.,.: ... i'.,-. \ ...,• -. ..- . • /-\ •-•:"::::-'44444 ,,,• 44444-•'''"---- ...." \\ ,-;•-•'• "- .SEE NOTE 4 i• , .::::.• .. . . . ,- ..'„ ,' ••••••. ... ....,.,..•---- " U-I :":--, -..::::-: :: .:.-.....::::-:...:: ....::•-••••;',:::::i'..:,44::..:H1 1 I • •:'. , ..•::...-- . ..:'''::••:-...... \\,-..\.•.. ,X..,.., ..." . : :.. •:-::, • :,...... . : .:.,..• :: ............,.....„.... .:......„ .......-- ..•...- ..--:.•-/ :::::::::::-. ..:::•••• ••:: :i::::•:::::: -..::::„::::-'5,' I _I : :1.. --,:i::li;I::::i: ... . ,:...,... ,,,, \.•...x.:: .I : • ... . .. . ... .... .).....„ s.....4. • . . : • ..: . • i::::.:: --:.:::..?.:':':.:..::::.:-::.:.i:. :::.:.::::::' / ..,....-.. --:.:E:::::::: :.,:::'.' -\ \ \ I . • --:::: .: /:::.../ \ i ' :=:...' SAW CUT PAVEMENT AS REQUIRED, ..• .• . .... . 4.:: ......- .. . , .-, 4/ I . : • • . \ -::44-1.... . . \•,',. , . . . ' '. . ... „f.'s . AllIF RESTORE TO MATCH EX CONDITION ' •:: .. : I ' '41.-:. :•-•.: ,'...-.L ..,.:.:-:1•- '4. / ii:-•::: 4':::f:.''''4444:1•::.::.: ; '::: .....:. i-- AFTER CONSTRUCTION OF HS & HR I .,,i< . • ....., . ... .. . • • • . : I ..."...• ..:::,., ......:::..... . :..::-.f.:,::-•.:<4)..::. ././ . .• • .• . . . : : . ...:.....-- ..„ • .:., •. ./...::::: •: -•-:,:: :-: ::::::..•:::._.•,:•: , ••-•..-..- •-•::::, . ... • ••......., .. •• • .,...., .._.. . .. INSTALL 4" TEE, , .. . .':,, , ...., ,. . .. ..:; • .:4•• .. , - •• ' ..• •-...• :: .: CONNECT TO EX 4" NPW . •. I :i . ... ....4., .:1:1.14.::..4.4:::i::.. .4::::.. .,./: ::......!.:: ...' .... :i•-•....:: ::.:: :::::::: :: ::::: : .::-::::::i TRENCH PLUG C-904 4...... ..1 . .. . . . . I ,.•:-: .. . . • ,,,:.,4:, . . . , . . . . . . . . . • ..• . . . - . • • 1. . . •.. :••..,::::: --?::.„:".:•::.-i i.:.:.:.i....-:i: •:•.....,:: ---„...! . :.:2-.:-,-,: -,-,.----- -:::.•kp:,----:.---, •:-...„•:-:....-••• 001 .f . •. .. .:---.:•••:::::-::: ••-••::-..:.>,--,: :::::::=:::•••:.::: :::..:-•••-• ..-:::...--• ,......... :.=-::.:- .::::•••.....::,:::: ,,,::::::::::......:....::::k. :...i.•.,•:::•:.•:::,•:: • i . • -C,I, -----.. • ,.."' 1 .. .•. .. „ . .. ... . . : ' -.•- - . . .. *. .,,":. :: :::: :: . -::..- : ..,, . .. ..•. . ., ,..:,.. .... • • . :. C‘I .•.-.'--.. •.. I ELEC ,...„..:„, „„,.. -- .:r • -.-:,„.. .. •• :‘' .:: .... . o ... :. ........:.:.........,..... ..:: ...... .:-........... ... ....,....... , ... ... .. SEE NOTE 9 ••• 1 ;•.;•.„,:: „ .. .. ..:.,..:.-i.: ,:.•:.::: .: ..::--:: •...--::::..::: .. c.) 44-•. (TY4PY :„..,..,,, I ... .. ,. ................... ........ ............ ... .. .. ._• . : --• -•-• ... ... .. . 0 . .. :-•,-,., I 0 ••••., ''••• SEE ELEC SITE ,„,„. : ..,.....„.-. : , 3" HS 1 • „• ... ----- ••• ......., .„. .... .. o . .--::: ........,,,,,,,,,,,,, I . • ci) *•'•••.•.. PLAN 000-E-002 .,:-..•-• -: .. • •.- , I a. • \-_r ; „.. „.......„ .......... .: , ........,...„ .:..„.,....., ' . 4-4 - •---- --..... 0 .. • .....:.: •i•--•:•i...i.:•:•:.•:,...::• :-.]. :::::::,...-:,,,-.::::::E:: •••.• ......... , ,, ,:,. ,.., ..,. ...:--' I 4" NPW 11 ...... 3' HR C_I Li ---••••.,....,44.44.. . .• •. ..... . . ••••••:::.-.... -•:•-•::::::::: ‘-;,,, .i --••••••... ,......._ I b .. . • . ... .... z..--:,-,:: .. , •.• •. •. . ..-„. "I 11 ---- .,-5 .„. • ,).„. . ....::::...:: .,, -. . c . .. .• .• ..... .....-- .. , _ D_ • , ,:. .. • ':;_::: :.., : ....•.., .--- Vr / N . CO ..,..... .:..:.::., „.._..:,::::•-•.: ' SEE NOTE 5 ''''...,„.• -- ..--- -- ,',‘,.]: ........,, ., .. --,... , ,:..•.---ii-:i:::-..-:i::::::::,,-:,: ---•:_..•-•: ::••••:::::-:- , 8" DG (32) I ., ,--....., . -.1 ... .. .„......„..... .• . .••• , .. :••... :. :••........ .:. .::... •-•,-- • .-• • -•-• -:-... :-. :"::...• :: ::.. , , . ,, / V 2" NPW (16) , •-•„.......• .,...„ . .. . . 0 --:.••: •••••_::. -, -.::-:•-•::::. .::- :: . :,, . in - .. . • ..:.:.. ••:. , ...„ :. .:„ ...„......,:. :. ,. •,......:..,:' ,.„-• ,,...--- - ..1.- L,','`b .••- : " „, . .... ,. .•: .„......... - ... ... I •. ..1:77.:..7.. -•••-•-•- ...„. •::: ....1,„ :-:•••••::, . -, . . .• ... . •_:„.„,....„. i...:.- ...:---.---......-:...-.--- -...::-.:...-:..- -- -;- .,„..--.-• „..-.." • ....._ •.. Fo•$',A'i'i .---.". .-- -. . -...-.-- -..:-, . .......: : .. : : .:.........:.......... . ... • • -.. ,..:..,.....„,„..„ .-.. : 8" DSL (26) ---; i I 1 .•-• ...:::.; •••:•:::.::••i;.:. ::.:.:.• ••••••••• ::.:::-:::::,,..•:--::•ii::::i •••••".."s_i". ,~ ..,--- .4,.---. .. •••• •::',„,•,'- ..-, •-•-. V -... I •-. 1 •••• .: 1 :4' - .• .. " • .. • . • ---• • -.. ,•• ..„ •„ ... ,......•.. .-•••..-..f ,.." ,,.''''''' .'"::.1."::::• w 1 e: • ti,-., . ,••'''. : ,. ::::.:.. :11::;:.:,:::.:I : jE: ; '.,:-'...''„''1...: , - 8" DF (26) :"(-3 '44*.- '4,'•:::::'''AiL's PL ---:' 1:::::' ' ': -:...:'::?::' :. ••,..:.... '--: :::::i: ::::::, :::::.:.:::::::. :::--i:::•::::::::•.:.:::i,...:::::::...: ....•.: -.. .• .• ..., ...:. ...,..: „ ..,.. ..., .„ • • . •. . .......••.. ...... .• .... .„. .. . . . . . .. .. ..... . . • .•••. . . • . .• ...• •.•• •....... .... ...•• .. .,. ,, , -....... 7' / •-•,-- 8" DSL (26) i.:::: -• 1..:. .. - : .:..:* ::: ::-.., 'i-, ..::::•-•.•; --•-7:•• • . . . ....... . „ *.':-. -- „....... •--- -• - • co . .. .. 4. . ../ *:::-..-•.'.• ...:',...::',• 4.,..., . . , i•:--• ,. .2..:;:i,::-.4... --- ... ,,.....-_:::-. _ ____ , „ ..• i ELEC/FO ,, „ I . . .. ... „„ ...........,„. ..... .....„.. .. 0 - - - - - - . ..: --la altaiiiidelfti am ..•• -4' V V .„...,:...:_:. •• '...... ... kiiiiimtai •.. ZE - •'••.••••.•• : .::::._.•• . • • - - • • " .:::::::,•:, -4-....„:•-., .•••• ._ _ .,,..._ ,... 4444 .,............-„ ,... '.-.•-:••. ... „:. ••.•. .••• - -._. .„,..*'. 4,..,,.." ,isillftiftailmiliimm,...._ , ' .. • . . 2' OC (TYP) ... _ E -.....•-: ... .- „ . 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'\ ,1111000, op. 4 .001140V4°' 11111011rip,41111.-17:41Immilmmisimmiiiims.„ .. . j .•••••••,,,.:!,:.?,1:,,,,,,...4z4:>: •:,..-:"...-:,....,<A• .::::i:':i-:•::: :_::::••••••,:•• •_•• ••• ]:::.:::-:,.. ..::••• -- •-•• •:, :: ••••.:••••::::::: -,. ......,...•‘-„:-•••:::.--.•_.•,,,,;.....,-„, ..•• . . . . . •:, ' :: ' ••••:* b- Rt-j ft',-..r, PP. -.411.111141""i -iftor.....--...0 -- • ..•' . .. , 4-1.'m -- ----i::,„4;:-.;,':::: ft:'.'`-::-.!:-:...:-:i. C*.:-..;';';'::;:':::'i :-::.:':::P-LA.N.-:-4. .::-.:;;::-•-: :::::-. - _,„„ ,.s: . .„ „ „„,„„ -:::::',:,-.,:',.;', :,..>-..../.%,i:t.......-::: ......z.-...:../..,-:-..•...=--.:::::::-=::::::::.::: ::::: --.::::::::.: ..::: . .: : ,........ :-.0411.- .' ....- ci •-• --: .;1;:;:::',';:.•:;',2::?:4 1-..,,,:-..;:::::::::-::`,::::i:::.:.,.....----.4':cr:p..:::::::..:.,....:=:::::::.........,4:.,...:::::.: -----..::.• ::.-::::::.:::.::" i.-E------:: :-.- \ ‘:. 111 4101°rOPPP,1: 1111 ,4000:0111 .1.7- - .. ..4.-• ••••: : CO 1.e-Yili.•• '11'. 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SEE..NOTE 7 //I: 7 c....., 0- ..: .::„........ • . ...- .,....•.-. .. ....... .. . .... . : . .. . 2 6" RE/IRR 11 , ... ..: ..: ......... : ..:• ... ..:.•.: •.:.,......... •.,....„::,..::::...„ ...- :: •--•..•:.... ..-......---:-.. -• - ::::-::-.::::::::[::.*::::::1,-:•:,.-:::!....r. . ,i''' 11 .•: ::%-.. - ' I-I . -• hi . - ...... . - .--- - - ---- - - - - - - - - - - ....i. ...■ .. • • "'is .. 111111■1111111 MI NI 111111=11111111 111111 IN 11=1111111111I MI III V ‘4 it , PL ' N 7 , p::...;....i..::.:Is....::::'.:' MATCH L I N E 000-C-044 ,..).. c.,A , :.c.• „4. -- .,:.... . ... ...... . ............ ... .... . . .... „ .... ...... .. .. , le;4IN KP\ • :.•:•• EXPIRES: 6-30-05 ul h. SUBMITTED BY Lt) SCALE WARNING CIVIL SHEET: OF cn in % 1 DESIGNED K KAI , DURHAM FACILITY' SITE PIPING DWG: 000-C-042 I I (PROJECT MANAGER'S NAME) LICENSE NO. DATE o ( ) ) M 1111H IN ASSOCIATION WITH: z 1"=20' IF THIS BAR DOES DRAWN K KAI CleanWater Services PHASE 4 EXPANSION PL/kN 3 .10 NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL , DATE: 11-APR-2005 Our commitment is clear. 0 -5 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 . ........................................................ . . ....... ............................................................... .......................................... . ............................................ .................................................................................. ......................................................... , 03 MATCHLINE 000-C-041 ,.." , ...... . ....,..... ,_.. . -.„-: „..,.....r, r 4...• ::: ": •,- -- ". --•-••:: ••-•••• -•-. - ---.....:-..„....... „,‘ .. _ ......... ................„.. ..... ....... .. .., _ __-- - - — - - — - - — - 11—, -:::.•• - -7-7 - •-.. -• .,..'-- ..:‘,...,.-'... -,-.::,-.7....c.:: ::-:::•:.-•. :. -:::.,....:- ...-:•.!$.'„.....i,-........;J • , , ...,.- ....::.. . .:. . ..„... ...: ,.. ..... .....-...... ... . .. , .-:•-•„.„...., cz. \-.„. .•„,... • '\---...... , .. - - 11■1■111.111 NM IIN 1111111111111■11 NO \\0 ..........:."... :::"........:"......."..---." .-...:,. :".•.: :''.":”.."'..''."'. : ;i : .....: i... ...": .: i.''.:" ..... .:.,.. .,••• ''......:,...•..."‘ ".... :•,,., . ..:''•. . 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I ....•-•.-- i \ ..\... ....-..., ... . ... .., .. . . • :.,.... , • ••••• ..... .. \ 902P . . . , .,.., / .... • ....... . ... .. • •%. .. : . .•-•.. -‘. , .: .......t„ ,.„ ..... .. s... .. ....•--- ..... .•-• .: ••••••.... .......- •:,•., c - 7 4 _ r--- Z • -•: \ " ,....:......./.1.,,,...........:::::::..,,........--....::::::::.-::::::::„.,:,••:,::::: -:. .,-.:-...i...i.i....3, ::::-,:,, .....• •-• _•-\_ _ _... _ _ _ ....... - - ----- - - — - - — - -'-' — - . ..-• - — - - - - —• - - .-.-.. - - —. ..: . a) —. - - — - - — - - — - - - - - •- I MATCHLINE 000-C-045 4.P' 13,1 EXPIRES: 6-30-05 to t,. SUBMITTED BY Ix) SCALE WARNING --. ,k, CIVIL SHEET: OF o en 0 X 1 DESIGNED K KAI ( ) ) M WH URHAM FACILITY SITE PIPING 000—C-043 Lc) DWG: , 1 . I (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: o" z 1"=20' IF THIS BAR DOES DRAWN K KAI PHASE 4 EXPANSION PLAN 4 SQUIER ASSOCIATES-ENSR INTERNATIONAL Cl CleanWater ServiceS DATE: 23-FEB-2005 .0 NOT MEASURE lu Our commitment is clear. o THEN DRAWING IS -3 , PROJECT NO.: 4969 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC .................................................................................................. ..... .. .......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ..............................._......................................_................................ TRANSFORMER co (TYP) IP .{1. MATCHLINE 000-C-042 Lo .___ _ IIIII IN MOM= IN ..1•1 1111■1111111 MI MI =MIMI IIIII NI = 111111111■11 IN III I , CV • . .%. .. th . . . .,.. . .. , .. .. . . . SEE NOTE-7 1 iv • ..... . . 0 ' . . .... SDR-2 ' *112" SDR (27) iii Iml...=mom EN p EiliEEEin 111 0_ SDR-3 lit E1 II N 04 - 1 1 ... .. a - . RI 12" SDR (27) \„. i . , •. , \\. . , 4".SDR 27:. 1 I • - , - •„:,•.:. ..... • . -- .... . ....., .. 4110° Ill .. .. ..... ' - - . . i.. , ...itak.. \ \ \ ',. \„ i:.. .... ::.... , :: . . - .. , .....,, .... ..„ , . ,. 6" PD 32 I ' 43", NHPRW(1)1._1. .,.,. • 1 -6 I 12" SDR (27) \ ( )1 \ \ \ • legialflill ".• 1 . . . . ... ,- " - 3" HS (1) 8" PD 32 • INV 144.00 \„\,, , . . I L: ..... :„,. , ,„ *„ , .„,„__ \ \ \ X: s. .. 12" SS 27 ., •-.' EE NO . „ \ IlL.-,\\SE.E..N(..)TE.3 - • , • 1 ch -:.-„ • , CL 145.00 * :. . m \ SDR OUTLET 30" FA 32 - \ \ '.:-. ,, .. 1 •- CL 120.50 " .• s■ .., „.. . \ \ \ \ •-r .:- .:.•,..„.•‘;. iiii,, , • ' , .:'":.:::•:-.: .•;' : 42" FM (8,26)--SEE DWG 000-C-122 ..., . SS-6 C-220 - . . • (ED N. \ FOR PLAN AND PROFILE --,:,'„: •.• I C CL 138.00 , ,.. -\ , . ..,.4 :, , .,----,-, 54" FM (8,26) SEE DWG 000-C-120-, \ \\ \2.: Ns:s\ CL 138.00 FOR PLAN AND PROFILE •-• ..:.: 0I'l 1 •,.- 2-4" SDR 271 \ ›.-----\ \\, SIL . , 1 6" PD (26) \--':- \\ GO ? .. 4" SPD (32) -:::":-:.:„„ I PS ... . ...,\\ \ ,4, 4, . v.. ......„.: . ....... .. e . .,:.N, wi 8" PW 11 .. ...: 0 INV 131.00 :.• .*:, .::' ,, \ C.\ ' \"" . - .:::: •.: :..;"'•: : i.::::•:, :,:::ip,‘ :..'.^*" ,..',. ••• , ,... I . „ .......:..:::_.:. . . ...• - • • .,......„,... I 6" SDR (27) 6" SDR (27) I , .,.S .\\ : • --... ::.::, :::: ::: :: , .... • ' F18""PP (32) k7 INV 127.00 2" PW (24) \ \ \ .. ‘.. .\, ... <ED , , . ,., , ....:,...., • • -... ,, ,••• \-\\. , I (SEE NOTE 1) .:-..„ : . • . ,., ' 1" HOS (29) - • .114N'vt 72D8.(921.:6) INV 126.50 --I 4" SPD (26)..... I - - „.. . _ .. ....IN. V 128-.00 „:•.\ \ \ .\.. . . . ,.......' . ,•• 8" DG 32 1" HOR (29) I 4" SS (12) \ \ \\ NOTE 4 .:*"'•---".-,-•::: ' , ..• , ili)• limnigicalli • INV 128.00 . - \-.,„ \ -;*-- '‘'\ ',"..v. ---,.• ... \'‘ tilt 8" DF 26 I 14)- • , " ii, :,.:: .:: • . , , ,,, .... ..:,•.:.:.,•:: • .„.:-:„ ::::::-.::.:. : :i:::::,:: :: -,•-' i: 1" HOR (29) ' -..,...„ 411%3111P 8" DSL 26 •••:•:,.:: ::::-, :„. .... - :::.„•• ::: -:: CL 129.00 : • • ' : :" "": " " ::.:.,...„. . . . "" . .' - . *. • * ---••••••• • : : - :„•-•:, , :: „ ,...•,..,. ,, ...: „.„„„ , ,,,,,,.. _ .. _ _ .. ...... ... ... ELEC/FO I 9 -".---- - -•,- ,--',-,•-•:-.....-----... • ••••• - - . .:::::,!........,....:.:.::;:::::„:::::i.i:,::::: .ii:,!:::.' ..., , ,-. .... .. .., ..„,,,.:.: . . " " ..„„....„ ... „. ,, . 17. :7. . - 2. .". r . . ...: \ : : . .. . . . : :::::: (::i:::::::::f•E• r::, ii ::i:::::::::::.:::::: :::::Yi \ :'. .- \'''''' \\:- 1.\‘:\'''''' ''' - --::''''''''''''''' ' ' '' ' ..- ..:::::::::. 2' OC (TYP) ::::!:i::. . =:::: SEE NOTE 10 ....." I 6 .- :•i•:::::::'::•:;;-1:::: :::::!z- :- •-; : .... .. ... .... . rs* ----:P .-' --' l:•;:' 1 . •:, : . . • . . :... i\.,, " • , , ., . .......... co 4" PW 11 „ .... .:*.•,, • .:::. ' 14, ..,:*:.,:,• : &, :::: 1 ::. • -„: . . -•,.: - ..:: . 7-- SEE NO 9 \ \ „ . I Ct •••:: , .: .e. ....:,-...:•,:' •:46:.. ...: .• . . • .. . • .... • ‘,.. , I :• • \ \,. ... „ - . - 0 0.0■101101::::i.:: . SS-12 . A , .. ,-, -... .' ' I . •• ' f.. .• . - .. •:::. •••::: •::::: 7 1. :. - •.--, \ .\. \\ •-•,::...••• „ .; .--. ...„.:::.: „.. ....j • • b..:i i -. -::PLAN2 .•:•:::'• ,:••• • .H':. i.„ ::-.... . •. 1. \ , ....• I ,.. •- • • • • • • •• • , -- • • • • -- -- - - - -: • -"-"''• . ', • ,',-...1--•-:' ,...,i!g::: 1:::::. : *, .: , : „. „ „ .. .. . ,.. . . . .. . .... --1- \•. .\ \ \ . SEE.NOTE.6 1 c:I'll)F1 ....., ...., . :: :'' ']:1::•:"::.,:::' ...1.- .. ::::::„.„ ...: . . . ..,: . " - . • " ..._ 11•111■1 \ '. 1 \ I .i.::.i :. '.. ,..I :.1.].:. .i_ .::. 18" PD (32) 72" RS (22) ------__ if , • .::. 6 RE/IRR (19) • - INSTALL 6" VVYE, . .: ■.i,..t":''''': : PL.,' . c . .. ....:j.Pl•AN4..::.:!.::iY.,:::.: CONNECT TO \ \ \ ‘...... '‘,4.-.3 •• . SEE DWG . „ -1 . . - .:.... .. .:.::„.::. . .„. . .. . ..„. . .. , . . . . . . . .! NOTES: . 000-C-132 EX 6" RE/IRR \ \. „ .- .-----' • - "• ' • • • : • .".• ::* " - . . .. . . .......I ..X7:47:::;:: 4--„(,-4, ?::; 'mu*::.:i:::::?...".:77::,::7::::7':: ....::::::: I FOR PLAN --- ... „ ' ' ' ::** . .. ,: \ , ••, , \ \ ,:.:-;:-:. "'', ..---" 0.-?, r-,,,:',\ ,••,- -, • ---.:.: . - ,,): i , ::,:.,... • . /';''...;•‘.-:,4..i.7.:,....,••.; -./.4, ..,- ••::.-:::::.::. ::: -:.:•••::::. . - .::.:: .,.. ,: I.' 1 FIRE HYDRANT SHALL BE AS SPECIFIED IN CITY OF TIGARD AND PROFILE ‘.. • I i.W.-.W,..;,1111P ...-1.--:**/ *:."-::.i.*:.". ' -•:. ' : -- .:: -\..\-. ' ' R" i'sg--: - .. • i:*-.*::.;7...0' .''..--,,,';.0,.:::i„ .:::.:.:::pLAN:oH •, !. . ::::: STANDARD SPECIFICATIONS AND STANDARD DWG NO 542 ON ELEC \ I „ ,,.:%?;;;; ;!::::';:::': :::: ::• ::. :.:. :.: :i::j i ::•::. ''.::'.:!f::-::- - DWG 000-GC-007. 1" HOS (29) (TYP) s \.. \ .,...,,, :.:.--- .--,,• •,•,...:, , .,:,.,,s,,,,, ' • , . .. '..: *"!......;,:':, ..;:',.::::::(*....-., ..,...;:!:<<::.-.:::::::;:-.?, -::.; :ir,::::1,: :-;., •,.:;:--:::•-. ...L::.:4;::.• : .• - . "*' EE _LEC SITE „ 1 • 1" HOR 29 PLAN 000-E-003 \: \ 2. DEMOLITION OF THE EXISTING STRUCTURES AND UTILITIES SHALL : i ::-7.5 in, • - • . ' ' ...*:" • - * ''":': :': ::::::: :::::;:::...: 1" HOS 29 -..::::••''''''.::::::::::-::- •...., .I • :• : • :- :-•::::-:-. - BE ACCORDANOE WITH THE REQUIREMENTS OF SPECIFICATION \ I - - • I - •• ••.•:, : •,:•:::•• . • SEE NOTE 8 I .. ..-.1 . PL 4N 7 a P:':"..:' ..i :::::.: SECTION 01640 'AND 16050. SEE DEMOLITION SITE PLAN . • 1" HOR 29 ---7- . . .•-•":••• , •,,...., , .:.: .,,.....: .":, .. :i• . ,•„ : :::,,, ,::::::::. :.„-: ' •:'•:::.'"''.----"-:- --" I 000-C-005 TO 0007C-007. ' CL 122.5 •:: ::.: .::::- .:•:-••;,:: . .. .:•:. SS-4 a c ...-.;.:,.....„,.. :-- •--- • 0) - • 1:-:.::-" '- .•,.: -•: •**:• " . --I :i: ::.::.::-...:::::-• :,..,. ......1 , . 6" OC -I- 1 -17. . :: ..,.... . .. , ..::,„ ...: „: .:.:: ...„,:::.:, . ,. :::..:::.::,.:1 ,r, .,::::::: :].... :: :: ::::::..i....::,...:: , 3. FOR SS PIPE PROFILES, SEE DWG 000-C-101. .• .„. • I ci , , .. „„.... . „ .• I : .: .. . ..„ . . . . ..„ .. .. . . . ... . . . .: .. „ •::: •;::::::: .:• -:.: .„... „ „. .,,„ .. • \-,, . 4. SEE DWGS 000-E-00aAND 000-E-004 FOR DEMOLITION OF THE EXISTING ELEC VAULT . . . --•-":.. .. .. .„'''' 0 - •--" •.:::::: ::::: :..: I 0 . CD I SB . ,.....:..:::...... .:..:.:: . ... CI 5. FOR RIM AND INVEFitELEVATIONS OF THE MANHOLES, CATCH BASINS, •.•-•• .... ..• - " I AND DITCH INLETS, SEE COORDINATE TABLE 6 ON DWG 000-C-133. ••.. .. :,•::::„:::: ,"• :: :: .".„ :: , .:-........„:: -:: ::- : :: ::•...: . e: .::... SS-13 b ,, I c . :.... ::.... :...: .", ....„:. : ,,, :, „ , , :, co 6. INSTALL 8" ELBOWS, CONNECT TO EX 8" DSL, 8" DF, AND 8" DSL. I ._ ..., op, co I 18" PD (32) / . : . : .. .: .•-• :" : , .• 0 a 6 7. SEE DWG 130-M-001 FOR PIPING CONNECTIONS TO THE ODOR CONTROL BIOFILTER. INV 117.50 I A -, ...... : :. . I „. . . . : ::... ". " >, 8. THE NEW DITCH INLET SHALLBE 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. ,,,,„_ .3 SEE DWG 000-C-130 . I Ll. ..::, ::* : ::. :: THE EX SS AND SD PIPES UPSTREAM OF THE NEW DITCH INLET SHALL BE ABANDONED AND CAPPED AS SHOWN. .„ .- - .: I ....... ---„ „!:. . FOR PLAN AND PROFILE E B Ca "■,,.. - 9.:. . " INSTALL 6X4 TEE FOR FUTURE LANDSCAPING CONNECTION, TERMINATE WITH GATE VALVE IN VALVE , 0 ••:: BOX PER DETAIL 3, DWG 000-GL-003 .... -•-, 60" RS (22) - .. ... I .9 :• 10. SEE DWG 000-C-105 AND 000-C-106 FOR-THE 8" DG PIPE PLAN AND PROFILES. / SEE DWG 000-C-132 ' (c.) --„_.,.. .• ..- .- .: :.:„ , ,.„. „:. .. FOR PLAN AND PROFILE ' co -„ : .. :::::-:' :: : ••..:::::-..::::::•:... : :::::.::. ,I : :.: .. . - .....: „:. :.:.:. .: .:. .;.: ..:.: ... - . . f. .. a) . . . --,,, :. - :!.. ii .... I I . , ..:.:-..„,_. .: -, I . ....: _ :: :. : • . :: . :: : : I ca .„..„.„...:: „ : : . - : ','''''-:':,,,,,,..: --. --...-'. ' ''., .''' ' ' ' , , H..; •.- it* Q) '.::::-.r:. _ _. ''' ' '........•..............„.''''......._.....„........... I t - .,..„ ' , 1.--- . cc%9 PROP a. ..• --. - . . • :,......„...,., J. 2„. • - ... .. : .: ."-.'-. ,... -- .... . . 4,,i- ... ... . ...... - ---- - :. ---- - - ---- . . -... . - ..• - - - - - - - -.- .. .. - .. .. - - ---- - - - - - --- - - - - - - . 74902P I it • ■ . , MATCHLINE 000-C-046 6 i p '.P1' 13,15 tr) r■ EXPIRES: 6-30-05 SUBMITTED BY o SCALE WARNING ci) ---.,,* 1.0 0 14 1 DESIGNED K KAI CIVIL SHEET: OF I . I ( ) ) NI VI/ 11 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY SITE PIPING 000-C-044 IN ASSOCIATION WITH: DWG: 1" =20' IF THIS BAR DOES DRAWN K KAI CleanWater Services Ja o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL PHASE 4 EXPANSION PLAN 5 --) THEN DRAWING IS ur commitment is clear. DATE: 11-APR-2005 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. 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"- .". • __ ...... ......._.... :: ..• . .. .. . ...•.... ...,.. ........„ ...... ..... . . ,. ... :. •.• .: ::. .............................. -•- ,r4.---i ..!'s:',•:;.-.. --.. :: ,,::........................ -.-.7••••.•..ir:••••• _„ v , .. • .. • . . . ::::::::::::::::::'••::1.--..,. ........ ..--i. -'',.. „,,, ...... ... • - 1 . . - . - :•... . , ..•:._...... . , . . : • - .... • - • . . . . .. .. . . . .. .. . ... . . ... ... ...L.:. . .. . ...: ...• .....,....,........• .:..... ,.....„:.: . .. . .... . . .. ..... . .......:... ........ ..... .,.. .. . . . . . . . . .. ... . • ........„: ...„..... .... ., . . ............ . .. ........ .... : .::........„.. .:.,. ... .. .....:. ... ... . . ....„ . . , „... . . . .. .... ... . ... .... .. . • ..... .... ..._..... :...... --- -•-•:::',....•.-.,:,: ..,....,z•..... -c76 • .. .- . - - • SEE NOTE 1 • -- •• ' INSTALL 8" TEE, 1.-- -.... ..•••-• - ..... . . ... ., .. ..... 2 . - •. .... .... ...„ .... ... .• . . . . ...... . . .... ,........••••• ..,..::••••:„ .• -• .• „ ... . .. . . • . . . . ... „. .„... . . . .. . 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P 4 N7 , PI,--,•,•.: .•........:::::::-..8.„.......:::::•-• . . ,. .. . ... . . . . ,....•-•::-. • • - . • . . . • . ,......... ... .....••• : . , . .„.... ......... ..„., ..... • . . . .. . . .„.. . •„....„...„... .......... . ._,. ... . . • . . • .. - • . : • . .... .. . „ .....:‘,.• .. ......... ....•...... :...... . . . . . ... . -----•••••.-...-------- • 1 . .... ......„..... ..._. ... .. • •• ..... . ... . • . . . : .. ......... .. .. ,„„ • .. ..-....:::::::„...:.::.•.....•••:?.....:::::- „..........:. .• . . • .. . :„ . ... .. .. , ..:,.„:::::- ,.....•- .....• •.......„:„.„:„.............. •.:. .......,.........• ,, . •-• ..' . •. '. . • • •• 1-:•,,„•,,,.. _•-•.— ::....• - —1 - - • --- • . •• . ::....-.-...:-..],-::. .... .. ..... . • . . : . . . . . . . . . .-.....„ ,,i,....„. . . . .,.... ...... ...• . , „.• .. , .. ... .. . . ...:-................:::•........ ..-.::...:..........,.:.,..: ...•...-.. ,.... .. ...,..,,Ts.:•,•.:•,...::::-.!...:-.........;:-.".....-:,-,.,:::,.......• .. . . . , . . :::::-, „ •: .. . . . ... ..... ..,,.., ,,.... ....-...: .. ......,--- .:.,......- ._,........ . . . . . ..• .•••• • .• , .•, . .. ....., ... ... -- - . .... ......• . . . .. - • 8" DG (14) I . ... • „ . . . . . • • .. .. • .•... : , ..,, .. I .. . . . . . ... .......... .... .... ..• ..-,...•... ... ..„ .....: •-• „:. ..,, ... .„...... ; : . • . • . „.... .... ,, . . . - • ••.... .........— . „ ... ... ... ... .• : .•.. .. : .... • , . ., .... ..... . . ...„.......n :• : . . . . : . ., ..„ ...... • - . . . . . .- „....• : .. . • ... ...• „... . ..... . . I .. . .. ,--: - - ...., ., : .. : . . . . . - • • • , .. .. .. • . „.. .• „ .•.. .. ,. ......... . . •-.....--:;....., ..-' • . . ' . ... ... ............ .• ••• - • SEE DWG 000-C-105 .. ••;•-••:.:' /•:'' •;•••••••-•:-. - ••••• .------•-• ••••••••••;:::- '•----• .. I ''''. . . • , •-...-- ' • . . . ... . , .. .,,i, . . . ........ .. ::::::.,..:•:::,..... . . . . . . . . .. . . . . ••.. ..... .... ..:.. ..• • • • ...........• „ .. . . . AND 000-C-106 FOR .. :..„. " .. . . .. .. .. ,. , .. - • - • .- - .- .• .. • • ....:•.--....;..-- -- PLAN AND PROFILE •-•••••. . . . . . . . . • ..•••• • •.-: ..• ......., . . . ...... . . .... . ... . ..... . . .. . •. 1 . . • . •••.: ••.• : ••:::::::::: 1 .„--..... ......".•::::•••......-" . - • • .. . .. .. .. . . ... „. . .„ .. . • ' • •*-- •• •• • • — . • . -.. •••. ../.. - .•- .••:.-•::./ II • . : • : --.... • : .. •• ...• '.... ...• ......•• - - .. ... '' . . : . . 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'.. • ... .. '....' :. . • . , . „... . :...•:. • . .... „ • . • . .../..../. . . ... . . .. „. . . • - . , . • . . . . . .. . . . . . .. n..; ....; , . . • . . • . . . . . .. ..... . , . .. ... , ,.... ., .. .. . . . . .. .... ,. .. .... .„ . . . . •-•.-. •.• • . " . . . . . . .... ... . . . . . . . . . . . ... .. .. . . .". .. . .. . .. .. ., .. „ ,....„ . . . . . . . ... . . .. . . . . .. „ . ..•......... ....:., ....: ... ...... . . . .• .. .•‘ -:„ . .. : , .. . . • • . ...: . • . . . C ' . • :: :: .„...• .. • : .. . . . . . . ... .... .• . - • • • • • . . . . - „.. .. ... . . . . . ,. .. . ,. . .. .. . .. . .. .. .. . . . • •......,..,..• „...• : . . . • •• • - ,........ .,., :: . . ... . „••• . . .. . . .. .. .. . . ...--..-...- . . ' . • ::• „: ...- • : . ....•••:, . . . . . .. . •:...- ..•• ...-. .• .' • . .. . • ....... ....„ .... .. • ......... .- • "‘ NOTES: • • • „ .. • 1 ,.....---- ...... ,....„....••••: ,: , - .,..::::" • : • • .. ••., • :: .......• .... ...... ...• ..„ ........- _.....—: ..:.•.- . . • -. „ •....,,, ,;• , . ..' . : . . ...... ........, . .. „............... . . . . . :: .. . . .. . .. .. . . •. ., . . , . .. . . . .... „.. .. . .. ...• . . . .. „ , I. WATER METER AND BACKFLOW PREVENTION •,,...,.. . .---•-• aJ i I.- '• ' .. - . . . : ...... . • : ..... .. . . .. . . . .. • • • . . - • . . • . . „ .. .. . • . ... .. . • ..,.. . . ...„.. . C.) I'.•-•••• .:: :: -- • •:. . ..•••••• ...•,..•• .....-- ...-. ••...„..•• ••••••••.: . • • .• . . ASSEMBLY SHALL BE AS SPECIFIED IN CITY OF -•••••- -•••••. , .. F.- I •-•-- .:( .. . .: ' • .. ::: • : . : : .. , : . : ., :, .., „,......._. .... .. . • . . . ,•-,....:::,....... .: TIGARD STANDARD DWG NO 554 ON DWG 000-GC,007............ AND SHALL BE INSULATED AND HEAT TRACED IN ;-••••• ......: .•.. • • • .•... . .. . . • •• . .- ....•. ......• ....,.....::„ .„ .• • I ••...:. ' •• •..,,. .... .,.... ''' „ ... .......• • ----:::•••••••..-.1::: ...- .•„:„..-: ..„-----„: ...• •• .. . . .... ............„.. _....,. , • :... „.. .,... . . ACCORDANCE W/ SPEC 15500 & 15145. CONTRACTOR . .. .. . • . I ••••.. •-•- • - - I • * : . ... 2-f i'l*1 ...:. • SHALL COORDINATE WI ELEC ENGINEER. BACKFLOW ... ,....• ..,-.. .; • . .....-- ;:i •:;.-- • ,..... . PREVENTION ASSEMBLY SHALL BE CONBRACO SERIES 40-200, „ .•..........: • I •.•• .. • :::.:--: , ' ,......--'i': ':-. : -.. : . .1 : . : .. : . . -„•••:. ...• : „„........• . 1 ::.,..::„,.. -- '' ' : .,..-.: .. . .....-:. ., :..,.: , ....,.:, TYPE "REDUCED PRESSURE BACKFLOW PREVENTER" . *•-•-• '• : . ..•••' ..1..11....:: ...,•„.....,. . . ,2 ..••••••••:••• • ,,......• : •... : - . • . . . . . . .- :••.....• :„..„.... ••• .• 1 . . . • .. ........ :-::-• , : „.... . .. : ....._,...„ , .. •• • :......: ::r. .. .•• • 2" DG (32) -...):. il. SS-14 •:: : •-:. .: .. . ..... :. 1: .::-...::::::. •,....,.. , ....... .. . . , .., ..............,. • .: :- )0 -:: „.... ....... . • . ••• • : ...,..:. .. . ... . • • 2. NEW SS MH (SS-14) SHALL BE INSTALL ON TOP OF-EX .:.......„. .... . , . . .• , • • • . - SEE NOTE • ... .. :• •:•::-..... •• - .. . • • . 12."..SD PIPE. EX SD-PIPE UPSTREAM-OF-THE NEW MH .......„ ...„..... . . . . . ' - --..... . . - :••• • -.... 1 , ..r.::::::::::::: :: ... . ..........: SHALL BE RECONNECTED WITH THE NEW MH. THE EX SD :„....... .......... ... • . . " I . ... •.-... ____../// i. .. :: DG CONDENSATE DRAIN ..._•:.-•••••• ... ::: : •••-• c •:• •• ..•••••;;• ••••••:-.::::::--:-. VAULT, SEE DWG 750-M-00 -••• . • ,:•....: '• - ---....„ °) IR I ....... :„ „................ ,..-„,, .• , • .......:.:;••••:. , .....,... .. • . .... ., ...„ • .....-.• PIPE DOWNSTREAM OF THE NEW MH SHALL BE CAPPED . .. . . . ., I• • • - •• • • • • • -. . . . . . , . . . . . . . ..... • TI14,„E : i • ..„.••..,.. .....,, ... :. I ''-.•.. •. -.......:......- AS 8HOWN. A NEW 12" SS SHALL BE INSTALLED BETWEEN • . • .v. •i . • - • - L..... ...• • - 1.1 - • i ---,:•••••• .• ""-•••••. -:. -••••••::.;.."-.::::::::::::::::...-••::: ••••...--::::::•••::: -',.....•• ........:--;., ••:::::::-•••• ----„•-•-:-;•:::::--.. ..• . „ : ..• .•... . ..--' RELOCATE EX 12"--PVC ....„...-----• • • . • .. . ....,..: .. . „„ .. . . . . .:„.... --..,, ----:••••••. :••• ...THE NEW MH AND THE EX SS MH AS SHOWN. . . • . - • ?:-#) I •:::-..:::::- -:::::::::::::::?:•..1::::„.: .•• AS REQUIRED-AFTER .....----- • . : • ... ....„..• ,:•.....„.. -• 0 ,..:. 0 I ... ..........„. .. • -:. . THE CONSTRUCTION OF - . • • ' %:.... • ::::• • • • - • . . .,. - - ' .•:: . •:-::::-.,•:...-,--: • ''',. ::.1.-1--.:-. .:.--...,'..----,..---......:•••-•-_-:.....•::: :1:::::.---••••-,H,.:::-::::' .i:-.--.:-.:::•••:--,.. ::. . ., , . . • „ . .. . .. ...../7, ,.• .......... .., .. . , CI) .. _n_.„,..... . 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CIVIL SHEET: OF o c,) u) 0 14 1 DESIGNED K MI , DURHAM FACILITY SITE PIPING DWG: 000-0-045 1 — 1 ( ) ) M WH (PROJECT MANAGER'S NAME) LICENSE NO. DATE 6 IN ASSOCIATION WITH: z 1" =20' IF THIS BAR DOES DRNWN K KAI CleanWater Services PHASE 4 EXPANSION PLAN 6 .ra NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. DATE: 12-APR-2005 0 - 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 ............................................................................................................................................................................................................................................................................. .......................................................................................................... ...... .............................................................. . . 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III 1 - ':- ,--.1.--..::::::::::::::::: .- -:::::-:-.------ ---- •-:.:::: :::::•.-'-: li • ..'• p_. ,,,- ..„.. ..---:::::-• .--.. 4?.LAN, e.:-. •.. -..!....---:::.:::-.. : -.... • -..::, -... -... . „..••. ,.:.........:-:.,:::::::: .-- :,....,...,:::::::, .......,:....<.:.:.:.:::::„. . . . ...„ ... ... .. .. . . .... .. ., .. . ... .. . .. . ......... . . . ... . ... . _ --- -....,,......,. .....,...„.......-_••••-•:-. .,..-J:- ..i.r:„•-•.?!!,...:.-1:-•.•.....,...... : .. .. :: I •:: -..".....4:::::::::::;::::,::-:.,.§-,:::".::::- :-.;:::::::::-.:...>::-...,::-.:i.:::::-.3.-s.. ,::',::::::::::,::,..,...,..-L.......::::::::::::::::::::::::::............ . :, .....-•, . ,,, .•,...... ..........::/......::..,:::::::;,..: _,...<.....2....-....:-:::,.-/...."::./..., ..:,,,_.,,,::.,--_•.:...:.-•::::::::::::::::-..:•...;:-/-.,..,......:._•:•--",..- .. -. .•.: ....... . • ..:•-:i..::*:::::;::::".:::::::P..;•::::-'--0:::::,Z.....:::::::.:::::::,:i p.::-................-::13...,:::::::- . .: .„... . • %.„,..::.:•:. . . ..,...,..„..e .... ....... ....,.......,•„.,.... ......:.. .........,:„. ...• • . ..... . . . ..,. ..., I . •. .:• : .. : . . . . . . ... .:: ..... :.: . . :::.:•-::.:,....,...:• :-:...:.- I 60" RS (22) — '''.- -/- 1 . . .... , ....„„ .. ..........:„..... , „..... .. , .••••:. :. .: ..,........•,..••,„....... . . : ::::-:.. .. :::::::-.•::: ::: •:.....-:::-•:.::: •:-,..•••••.--...: ::,:••••:•••::::::..„:, .......:::::::::: ::::;•-• •:: : . ...,„.,,,,,.... .... . ,,...,.. ,...., ____ , < .,>.,..,‘ ,,,,SEE DWG 000-C-132 FOR I .. PLAN AND PROFILE . ......-- . • • ..------- 11 .....-- --......,,.......... . . . I __.....• -.--- ........,,, c . . .. o) : : .-......„.„.............„ "q • . . . .......:. • -4. .. ---,P.' --.,............ SMH 11722(A) t .......--------• : , . ....., c.) :.••• --.....-..„.. ... 1 0 • . _ ......-• : ......-------- c) ... ••,.....„. U) ..... • 7.........—'' . . . —..—..... ... .........0"' ., -•■•■,„,,,,..........,, 9 , . . •..•.. ..... ------ ....., . ............„.........: b : . ,•vi:;.' ::-,-,;, - ,------- - • . . - -;•-• .,....1,..;..- ...,...•• .. c ..„.„--- cm . ,,::••• ....•••.. ,. ...., .. - . E: ---• .. % -:•..„,::::: ,. cu •. ,...-,----. ' ::. ...: . . ,. .. . ....„ .,,....„•,--. . 6 • . . . ..... . - -,---- I ... .•... .• • ..... •.... ... . ' . . .. • . • I : ..... . -,. . •. . . .. •... ,,,,,,--- - R.- 0 . :4.. . .. :.. . . : . . . SMH 11722(B) t) : . • • •. • \ . . •.. . LL .. .......--• ..: •. . •.., i .• • UPPeg Ik3NI-N-rkINI 1141 . .• E . •... „ ,.......-.• 2T' FM (8) .• I -E :. BUMP HEAD I = ...c..,.., . ... CONCRETE ENCASED, ..•••• O SEE DWG 140-S-002 ...,,,,^n- '-*--. .. . u) . , ... I ........ .... . . c.) .... ..- -,,--77 • . I . . c) ,.. .....••••• .. .. •• .. - . .• .... . .,. , NOTE: .• ...., ,I ---. - , .7 -.,,,,,,•.". ...: . - . . a) ;•••..•::-•.. ,,..-,.:, - ---. ..- •• ..........:,....••••• .. ..• ••...•.. .. .•' • • . • FOR SMH 11722 RIM ELEVATION, INVERT ELEVATIONS AND HORIZONTAL I 0 :-/'.:•:•:-.'...•-• :.:---:.-.1.:.....:•. ... . .. . •. . ••.........•.. ..... . .•. . ... .. .• CONTROL COORDINATES SEE DWG 000-C-133. , CI •••••:::::::. ; ......, . ... ..... •• , . „ ..-:. . . ... •.... .• . .. I ca •-• . .•... •• . a) ...... ... • - ... ..... .. : .. .. .: . If'. o . . • , ... .....:-.,.. . , ......... • „' .. .. -iii ... . . • .. . . . . . ..... . . ; cc,%9 PROP c.) . 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DATE: 23-FEB-2005 --, THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER ARCHITECTS ASSOCIATIVE INC'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 . ............................................................................................... ............................................................... ............................................. ....................................................................................... • . . . . • • . . • ** **** • .. • • • • . .. . . . . . .. . • • . • . • . . .• # . . . • . . • • • . . . . NOTES . • . . . .• • . (c) . e. . . • . . • . .*# 00 . . . . . cr?. . • (0 . .* • /0 • . . . . 1. THE SHORING SYSTEM AND EDUCTOR DEWATERING SYSTEM FOR THE IPS AND ISB .. . . . SHALL EXTEND FOR 170 FT ON EACH SIDE OF THE TRENCH FROM "POINT A", IN Li) •. .•• • . . . . • . • 0 . • .•4•• • , ...,•`.. , . • cp . . • • • • ODOR . • ACCORDANCE WITH THE REQUIREMENTS OF THE GBR. c., • .* • -• • .. . . cL . . .• 42" FM . # • a. • .• . Ire CONTRC)L . . • 1 • • • • **a * o . RETAINING 2. THE SHORING SYSTEM AND EDUCTOR DEWATERING SYSTEM FOR THE IPS AND ISB 54" FM * . •• . . . . WALL (TYP) BIOFILTER . • • SHALL EXTEND FOR 90 FT ON EACH SIDE OF THE TRENCH FROM "POINT A", IN • • • " • • • ACCORDANCE WITH THE REQUIREMENTS OF THE GBR. . • 0•• :* \(). 3'11 • • • . • co . . . • :* :** c • • 15' • . ems.mill Imo as imeramir . . a. . te ## .. -.. .:-..• • . ..... i.*.,•. . . . .. _ . **Allir . • • • • . . . . • . . . • Aim*, • -will • • • . . an Nis isit • . • • • -"It%.. • . • 1011111111111114 • . • • _ I 111 I II ism' • • • . * • • 000-C 051 -''4111rAh. • .s. , . • . •• - • • . '-- Altalligwa- • . . 'Il■ . . . . . . . . I .. .- 1 . . . . ..... ... • ill . . . . s . I. .. . • . ' • I *f .1 . t• 4 i i 1 I Aim -- • I .. •• • ,ecci . mimeo _ • • . I . Ilie . . . amt lit il . .E . • . . . % . . el 111 •000-C-053 * • . . – . . . 1.itA. - ■ • • . . . S ..• . . i; • • 1 1 1 11, t t 1 • I ami . . (111 • - 4* I . . .. u) • .1 . .4,14 ' - Ill . ti „.........._.i . ,...........................1 ji...A1 • • • • . . . . , . . . . • •• .• " . . . . . . .. • ... • . . . . • . . . .414k 4* % . . • , . . . • • • . . • . . • a • . • • • . • * * . I - • • • , . • ' • . - . . .. . . . . . . . . • • .. , .• . " • • . . a • . . • . . . 1 i • 1 .• , • • . . . . . . . .. . _ . . .. .. • . . • 1 • • - •.. . ,. , . . • . . • 1 . • . • . . . . . • ■,, 0 . . . • . . . - . , .. N - - . . • *ti lit" . • • . • . . . - . • . • • , . . . . • . . . . . - . . • 1 ' . . . I, . i • . • • . . . ' • . . • . .• • • • . . • . . . : B •. • • • - . • INFLUENT . . . . . . • . . . . . . . .. . • •• • . PUMP . . . • • . .• • . . . • •• . . . . • • • •04........j00-C-052 . . . . STATION-. . . . . . . .. . . . . . . . . . . .. • . . . .. . 11,‘ i • . . . . . . . • . . . . . • • .• . • . . • • . . . . . . .. . . . .•• • . - . . . . . .. . . . . . .. . .. . . . . • • . • I • • • •—• I I I . : , • . ' I . • • • I : I . . . •' . ' • 1 I - • . . . . I a ' . • ' . .- . . : ' . • . • . • • APPROXIMATE ROX I MAT E . . • • 1 . . . • , . . . • LIMIT OF EXCAVATION • .--'- ... 1.1 . . • • 1 . (FOR MAXIMUM LIMIT . . . • • • . . .• • 1 . il . • . .. . ' ' . • ... OF EXCAVATION ADJACENT . . . • .. . . • a . . . . . . . . • TO THE IPS AND ISB, REFER • • . I . . ' : . •. . . • • . I . . . . . . TO GBR DWG GBR-8) • . . • . . • • . • . . • • • . • • . . . • . • •-• - . .. 1 • . • . , . . . . , . . . . • • I . • 1 I . • I • . • •.• • . . . • I . • . , • . . . • - . • . • . . ...• ... . . . . • 1.• I ' • • • . • • • • I . . I I • ... . - • • • il . . a mmmmmmmm ilmomisimemos mmmmm I .• . • • ; . • . . .., .• , • • II • . ' . I . • m I . . .. . . •' • • . ' • I II I . . . ' . .. I . . ' • • • . . . . • ., I • • . . . • II ' I . . " ' • . . . . " . • . . II I ' . . • • I ' ... .. ' . . .• I • . I • - ' • . . •. • I • , . I • I . . . •• . . . • . . . I • • C . CO • • . I . . . • • V . . . II I . ' . . .. .,. 't . • . • . - II I . • • 0 . . LO I .. . ' 0 . 2, • ••. . B I I . • . 1 - • . . . . . 0 • . • • o • . . . I • • . Co ' I . . . II ..• I o 2-72" RS • il • , • . .- :5. • I . 1 . .. c...) . • . . . . I . . . I , •• .. . . • . . • C CD . ' I • I G . . • . . — co ' . ' I . I CD 'I • . • O . . 65 II •• 000-C-053 • . .. a. . • ..,,..„.....„. ..----1."1, . . . • 111.—.....—J —. — • • . • I .. APPROXIMATE... II 1 • • ':' • P - LIMIT OF EXCAVATION 1 _ _... , 1 . . r.fei • . 1 1 • . .. • . ' . . - (FOR MAXIMUM LIMIT ' • * 6,0-, . . . • • •• . •• • as • • L.L. , 1 E 1 • OF EXCAVATION ADJACENT I • . y . . . . . . • co TO THE IPS AND ISB, REFFR , . • ' C.) . . • • -E . 1 . • 1 ts . . • • c?) . 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''% :: '.: ''' ........:- . •.• •::, ::„ :. • : , :..•. . • - • - • .. • , . . ....., . . . ..•.. . ..• ...: • • . • • - .• .. . . .. . . . . . ' - . . . • 1 . : .......-:.,...,..„......: : • ..-' SEE NOTE 1 ON DWG 000-G-004 ' .. ..: . :. . . . . . . . . .. .. . . . . , , • • / . . . c..) I I .. . ..... . . • - 0 . :. .• . . .. .. . • • . . • • • : ... , • .. : 0 . . . . .• . . -.:', . .. . . . . cs . . 1 .• • .' . . , . .•- ... . . .. : . . . • ....., . .. .:.•.... ... .: : . . . . . . . . . . . cf) I . . . . . . . .. • .:.-..... . .:- : . . EL , • a ...• . .• .• . . . . . . . .. : .. .. . . . . . .., a . . . .. . . . ... : • . . .. . . .. ••• .....: '::..' 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MAXIMUM::LIM 12r/OF-; :•-• ..'-l,r4:','. ••,..' •,..:::: . • .•• .:. • .... -- - - ..' • . •: :... 8 . • ..; - . , . :. ... . : . . . .. ... ,, . .,,. : ,.., 4. .... „ . . . . . . co . . . . .... . ...- . . . : : ..._ - - ...---- ._. .._ , . . . . . ,. . .. .. ......., :... ,:.,...., ..: ...,......: . . ::. . .. :. ......: : .. .. ; / ..- -: ,.... - ,-- /..EXCAVATIbN •(MH•1.) ,:-. -•••••-•';'.-'4". --r:' .•'..•'''-:.-- : :....-.4- - , . , . : . -... •..,, ..; . .. ,.:.:,. .. 1 .. .• 1 ,..•• .... — .....• .... _ . . . .. ....- >,. • - ....--- ..,. :' : - . . . . • :• • ... . ....•. _ • . • • • - - . • • -- - • . . . .,........ ... ... . „ .. :7.3 a ::, I-. • .....---- _ . ., ... ...... ..• • ... . : . : . . : : • . : . co 1 ,:•: ___. • . . , . ,........: . .•--,...... .: .. . . . .: . . . . . .. , . . . .. . . .. . . . . . ..... ..... ,. . .. ... . ... .. .. .." ...• ,... .. .„ .. . . ... „ .• . • , •...., . , ..... .. . II . ..„ ..... . _ . • • .. . . ...... .. . :• . — . . .. '.. I ':.• --I-- _.----- .......--7 • . . • .. , .: ---- .: .. • - - . . E .•. 1 .., ....• I . . • . .. . ..• ea -.. 1 ••• :-. I ..---- - . , . • .: • . . • . : , _.. -...„ : . : . . . . : : :: . ..,... - .. .., — . . : . E ... B.• •• .. ..--- - . .. . ,.• . . . . . . . . . - •. : .: ••••••. .. .... .. . . . . . . z . . : .-,,•._.. . : • • en .:_,.,-- .. . .- .. .. • . . . . .... . . .. . . . ...': / . ..-::::::::...::.:*:...,:::-.:•,::-:::::•••••.'...?:::,......:.:::::::: .-• •:- •• :: .. .- ..' -..:. .::•..- :- ... :-4:•• x .• •:4 •-..: :--...,...:...:.•.• .:-. -: .-....•• .•• . .. . . . . . -...„ .• `") a) il _ 1 • . .• . • NOTES:* ..-••-•- ...-. . ' .. ... . . . .., „ . •___, .. . .• • . . : • . . . . . , . . . .. .. • ... .,... .,. ./.....,;„ ,.... ,....... :,.. . .. .. . .... . . .... . .. .. ... .. .. . ..... . . . . . . . . .. . „ . .. .. • . .. . . .. . .. . . . ... .. . . . .... ... .. . .. .. . „ .. . . .. . 0 _it▪— i I • .. • . .. ... , .. . : .„., •• . . .. . . .. . . . . . . . ... . . . . . .. .. „ ... _ .• • .......- --..,,, , . . .. . :: tc) ---.."' a II ...• . .. . : 1.....•-•••-•-*.THE SHORING SYSTEM AND EDUQTOR DEWATERING SYSTEM FOR THE IPS AND ISB .. _ -___.. ..: . . ..• . .. . . . . . . . . .. ... . . . . . . ... . . . . . . . . . . .. . .. . . . . . . .. . .... . .. . ...: • . . . .. , .... .., . . . .. 1 1 .• . . : , . • • cr) .. ...• • : ,..1 a a • ---- ...-' SHALL EXTEND FOR 170 FT ON EACH SIDE OF THE TRENCH FRON1..„"POINT A", IN :• _ : ......•-. 1 1 . .... . __ . • ..... .. . 1 1 .:' 1 .• . . . .. .-/ ACCORDANCE WITH THE REQUIREMENTS OF THE GBR. . . .- .; . • : • . • / .. . . • . . . . .. ... . . . 1 ' . . .,.. •• .• ' , . : . . .. ,...::- ,. . - _____ .. , — : : . . / ,. .... . .. . . . . . . . . ... . . .• .-• „.. ,... • . . . . . . . . . ,. . . . .. .. .. . .. ... .. . . .• .. „ . ...... • .. .... . . ... .. .. ; ._ ....... . . „ „ .. .. .... .. .. .. . ... . ..... : . . .. .. . ... „.. . . . I • .. _ : • .. .. :: -.......: • . . . . . . . . . . „ . . : .. ....,• . . . .. . .„ . . : . , • CI 111 .1*. I • ... , . . . .• '*.. 2. THE SHORING SYSTEM AND EDUCTOR DEWATERING SYSTEM FOR THE IPS AND ISB . ____ • • : : . : ::. . ..... ..:.... • - : .. .. ea 1 1 . .. .: : • . _ .:. :,- ;.....: . .: .:- : , . .._ „ : : .. .: ._ • . ...• ... . ....... .: • . .. .. . . • SHALL EXTEND FOR 90 FT ON EACH SIDE THE TRENCH "POINT A'%'IN . . . . . . . . 0 . .;,.., . . • , : . • • •• - .. ... . (..) . .:. .., . . ,, : . - ___ . . ,.. ..„•• . .. , . . . . . .. .. .. .• . • .. .. :::: „ ....: 'fli• . ... 1 . .• . . ... . • . . . ACCORDANCE WITH THE REQUIREME.NTS OF THE GBF ..--' - : . . : , . . • . , ,.• .... . . ...... . .. • __ . : 0 1 . . .• .. . . . . : :' . . ..,.. .. .. : ...... . •-• 0 1 MH 11 722 . ..: .• • . . • • • • • .. . • , : , . .: • / :4 . „ .. : . • . .. . . . ., ... ... • . . .. . ..- - • - • • . . . . . .. . 2 1 II ..• ..• . . . „ • • 3. ....THE SHORING SYSTEM AND EDUCTOR DEWATERING SYSTEM FOR MH 1 -...____ . :: • :.•:„ . . : . .. . .• 'Sk9 PROf a. I .. I .:-. .: : . • . ..' .....;.: , . . . :. „ . .. . :... ... .... : . . . .. . . . S. : •••.' SHALL EXTEND 120 FT ON EACH SIDE OF THE TRENCH FROM "POINT B", IN ..--' •. -___ • . • • . . • . . ., •: 4()ix*.. aef..07 .. 1 • 1 ..• . . ._ .... ... . . . . . . . ... . . .• . .• : • .. : . , , • . . .. .. : : .. •,.• . . ....• .• .. • ,..„... . ...... . . . . . . . . . • / . , ,..,•. - - . . .. . . ... . . . . . .. . . . . . . ... - . . ... -. . .. . -.....: • - • .- L-4.1- * 'e# , . . . ACCORDANCE WITH THE REQUIREMENTS OF THE GBR. . . .. _•.. . .. . .„ . . ... . . c:t. 74902P r-- .' ., : ..., . . „ . -.-----.. . . „ •• .. , ... . . . .. . . . . . . . . . . . , , „ .• ..„.„ . . . .... . , „ . . . . . . .... . ..... . . .. .... .• • .. .. , , .• • . . -. . . , . . . . . . .. . . .. „ . . . ..... . ...... • .- A . ,. .. .• '••••-.. - : : . . .. . . . . . .- .. . . - . .. „..... . . . , .-. • ---. - , . . . . . .. . . V . . . . . ..• : : :-•...., : ...4...,.. ,. , •. .• , . .. , .,. 7 N . • • • • . . . . . .. ...-..,. , .: . •' • . . .••. • • . . ‘,00. c.: :•c• V... , • . .... .,., .. .„- • . : ' :. :- .: • . . , ;..... . .. 6 ,z, : . • : :. .- •• ..:,..• . . . .: . • . • . . . .. . . . .. .. ... . . . . . .. .• . . .. . . . . ...... .. .: . . . . . ............. ,. .. .. • , ,. „.. ... . . . . . • . . . •-• • . . . . : .. . . :: : . .........., .. . ...,....... . . . .. . . , ... ... . . ...:•. . . . . • • .. ....." . .• . . . . . . . . . . . . • • . .. _ .. . . . . . . .. . : . . : . .• • ....:•.. . • • . . .: . • . • . .. ....,. . . .. ' '•• • • • P4N KN\ . ... . : , • ..... ... . . .. .. . ...• . . .. . . .. . , . . . . . . . . . . ... ...: .. ,.. ._...„ . . . ....:. ----• to . . . . : . ..: ..... -........ : .. . , . . . . . . . .. ,. .• . . .• , ..: .• . , .. .. • ... ,. . .. .:,. N. . .... ... . .. . , . . . . . EXPIRES: 5-30-05 0 SUBMITTED BY 0 SCALE WARNING .) CIVIL SHEET: OF 0 , 0 14 1 DESIGNED K KAI .- 1 . I ( ) ) M INH IN ASSOCIATION WITH: CleanWater Services 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY DWG: 000-C-050B z 1"=20' IF THIS BAR DOES DRAWN K KAI , ID NOT MEASURE 1" PHASE 4 EXPANSION EXCAVATION PLAN-2 o SQUIER ASSOCIATES-ENSR INTERNATIONAL --) THEN DRAWING IS Our commitment is clear. DATE: 11-APR-2005 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED D HATTERSLEY (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC ...... PROJECT NO.: 4969 ....._............................................................. .. ......................................................................................................................................................................................................... • 0) C) N-- Lt) 0 O N ii CL 5 180 1$a — as a 170 : 170 : _ - - --- - -- : ----- --- _ BACKFILL - • TYPE 3 : ABOVE FM _• _ :: ::::::..:...:... FINISH 1,_on MIN (TYP) - 160 GRADE - EXIST - . GRADE - - 150 : 150 : : :: ..... .:: i .....--: ..:::::':':'::::::::7--..'.......::—.pr--- : JN _III.._ ____ .__ .:i::. . . . . . . . . _ :::,:r .....::::::: ::-:•... loco„-_ ' — : : :1. .. r .' ::,.:;-; : iE..:,:,. ..,:]:.,.,..::::..,::::, : . ' • 1 '''4 . . ............:............:- '''."-..'.:•':IRIIIIIIWTMIIIWAE; '-' 1" 1" 111..........0 T411161'11111111"."""Ili'""'"-I?-''-allibillill1111111‘1111 — • 140 t " .."''"'� , C 0�,�` 54„ &FM 140• 111M17C■, FINISH GRADE - _ - COUPLING W/ ISB _ _ �� : SLEEVE COU _ Y F HARK ESS SETS TYP O 4 EXIST GRADE " - 130 130 - _..._ - . • '. 10' 0CL. „.... . „ . .:,,,"::::::.. : /_ - - _ _ - ••O - CLSM FROM .__ - PIPE BOTTOM TO ■'01_ r :_......................_ - _ _ - -:. -.. - PIPE SPRINGLI ■ E . ...„ . . . .... .. . . . . . . r: 0 Adi : 50" MIN QUAL 1 120 r 120 . . : . .... . . ///.. TO EXC N Wf D .. 84 RS W/ 10 CLSM 7 20,_0„ -•• r FROM PIPE BOTi'OM .::: ... :/ / . .... ...... •► - TO PIPE SPRINGLIKE Q jpgplicC)ii r_ 60 FM � - r - 110 110•/ E72" R - ;; LONG P E �, ENCASED C)0c) ■ _ A ::.".., : „:„ _ /// , .:. . ... . . .. . • S TYP 11-0" MIN ( ) 0(3(3 ° ■ MAXIMUM LIMIT OF . • ::::. .,,, /10,_0„ . . ••. . . . , , /sEcT N (TYP) oQ '` EXCAVATION SEE ,,,•101":9. ,.•.,-,:•,...:,,,:-.-••••:•...•.-7.70.7.7..........•....... . .,:o•-• %:::::ti: '''''' ':''' ' ' ' • ° c)0. 00° 0 .:.. .....'.'... . ..-.::..' ....::: .::'.' 0 r/1/ ... 1 100 2-72" R' 00 . NOTE 1 SEE O O O : E : - v _ .i: . .... _ �. . .. .III ! .� . //1 o D a ..' i1 I' 0 0 . _ IIIKWIMI ::.:,:: :,•].., ..1 Do QOo Q1 r� `� . a ° ' Q Q a V V a Q Ci a a i 60" RS :..:>::>:»:<>:>:>:<:..::.<::<:::.: <.:<:.:«..<>.<:..>:::::.. T�r..:.r.���►�ra�Y ����z��►���r� r►.�r��r�ri ► 0c)(-3 ° �I O- , .. , (opi■ . mir .gor Imp O 90 iii 9a :..:... mil' :: Qo di : : : NI : • • . ..-, • . . :::, .,- ...,, Op 00":••:."0.1!..:::::,ow.i.:./,..-.r...-.0::,.:7,•::::iw::......1 : :. • -•:::., . .. . O 00-0 00° O O ° O � : I�� ���r ���►�.�►®��.��� PIPE BEDDING Q O O O- - BOTTOM TO PIPE Q Q 0°Q)0•0 Q �I. Oil(T` PE 1) i Q O Q O Q _ SPRINGLIKE (TYP) ,_; „ Q o -' k-Ro oo 80 60" RSW/ 10' CLSM `" 1 ? MIN (TYP) 0,-S---))0 • $0 °' FROM PIPE BOTTOM TO Oi O I i Q l_.�"Q OID )Q 1 _ CRUSHED ROCK WORKING MAT I! O Q O O 0 f STRUCTURAL _ Lei; PIPE SPRINGLIKE '._f �/ o WING WALL TYP _ Q _ (TYPE 2) UNDER STRUCTURE BACKFILL SHALL, BE PLACED ° CDC) ° Q a G ( )U 2 0 MIN TYP AGAINST UNDISTU B �/ Q( ) o Qo o Qo �� - EARTH, SEE EARTHWORK O O O O Q: O °Q © _ '� Q °Q ! r r 1 OO' ■ IMPORTED SELECT _ SPEC 02200 (TYP) I► : ° GRANULAR BACKFILL 70 70O Q� � : 0 0 •�► �► .. Q_ i . - 0.0,0.000 Q ! i : (TYPE 3}co b _ : ► i►® " ►A��� '' '' i�'►® '' ' ®.® '''®' '. '�i►' ►% ' !''' ' :►��/ '�i►!.i+►i ', '!�' �,i"�►�'�',7'�1 LV fii D. 60 60 i - CRUSHED ROCK WORKING MAT (TYPE 2) UNDER STRUCTURE : _ ,co - 2'-O" MIN (TYP} _ co —50 I I I I I I I I I I I 5a 9 g + 1+00 2+00 3+00 I 0 00 co aI LEGEND: NOTES: I ��� IMPORTED SELECT 1. IF THE EXCAVATION EXTENDS FROM 5"-0" WIDTH AS SHOWN, BUT NOT EXCEEDING MAXIMUM LIMIT OF EXCAVATION, THE CONTRACTOR SHALL a, O Q GRANULAR BACKFILL BACKFILL FROM EXCAVATION DEPTH TO UNDERSIDE OF FORCE MAINS BEDDING (SEE DWG 000-C-053) WITH IMPORTED SELECT GRANULAR v -Q1 (TYPE 3) BACKFILL (TYPE 3). THE TOP SURFACE OF THE BACKFILL SHALL BE PLACED HORIZONTALLY ACROSS THE ENTIRE NORTH SIDE OF THE PUMP STATION. 4 SECTION A 0 2. FOR THE EAST RETAINING WALL, THE BACKFILL ALONG THE ENTIRE WALL SHALL BE TYPE 3 EXTENDING FROM THE BACK OF THE WALL a a 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 . a. . . q - ° v a . STRENGTH MATERIAL (CLSM) ' ' V a • . a . . (TYPE 8) TO THE TOP OF THE WALL. zi 3. AT THE NORTHEAST AND NORTHWEST CORNERS OF THE PUMP STATION, THE TYPE 3 BACKFILL SHALL WRAP AROUND THE CORNERS TOWARD THE SOUTH,A HORIZONTAL DISTANCE OF 10 FEET,AT THE ELEVATION OF THE BOTTOM OF THE RETAINING WALL FOUNDATIONS. (c$9 PROF f� l FROM THE END OF THE WRAP AROUND POINT, THE TYPE 3 BACKFILL SHALL EXTEND DOWN TO THE BOTTOM OF THE EXCAVATION ON A �� sox** %P SELECT NATIVE MATERIAL �, (TYPE 6} 1 H:1 V SLOPE. 74902E 1--- ----- / / • . + °-' 4. UNDER THE INFLUENT CONDUIT (BOX STRUCTURE AND RS PIPES), THE TYPE 3 BACKFILL SHALL BE PLACED HORIZONTALLY,A DISTANCE ' , `r. OF 5 FEET OUTSIDE THE EDGE FOOTPRINT OF THE BOX FOUNDATION AND FROM A VERTICAL PROJECTION DOWN FROM THE PIPE SPRING `'�, : ar' .'V V 'V ' I CRUSHED ROCK LINES. FROM THIS POINT, THE TYPE 3 BACKFILL SHALL EXTEND DOWN TO THE BOTTOM OF THE EXCAVATION ON A 1 H:1V SLOPE. L p 13,�c WORKING MAT Fq \ P .����.��� (TYPE 2) N K EXPIRES: 6-30-05 r. SCALE WARNING SUBMITTED BY In 0 1 DESIGNED K KAI CIVIL SHEET: OF 1 — i (PROJECT MANAGER'S NAME) LICENSE NO. DATE ► DURHAM FACILITY DWG: 000-G-051 z V: 1"-10' IF THIS BAR DOES DRAWN .0 K KAI IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION EXCAVATION SECTION-'I NOT MEASURE 1" SQUIERASSOCIATES -ENSR INTERNATIONAL Our commitment is clear. DATE: 11-APR-2005 o 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 Q 0 Lb LI, 0 O N tY a 1 180 180 as 0 . 170 - : - 170•160 - 160 "I _ - i_ - _ W ^� — ..- - , 150 - 150• EXIST GRADE - 140 - EXIST GRADE 140 • I FINISH GRADE .,., - - . .. ................................................................... 130 :.:� -: ': .. ...... - ;. :: . . . . . :. .. . ..... .............._.. ....---.... ._. ................................................. -.. FINISH GRADE 130 - / .-..., :: - ' ............... - - • • • 5'-0" MIN OR EQUAL TO IPS • .„ : : _ ..... - EXCAVATION WIDTH, • 120 - SEE NOTE 1 (TYP) - • 120 / - / t .:'- . . : 110 110 •20,_0, - .... [%.7 . / _ /100 1.5 ` .• . :.: .:• ... 100 *'' SELECT NATIVE • . 1: .,....- / MATERIAL (TYPE:6)• y ■ . ,., :. 90 90 CT F L E E N D - EXCAVATION SEE _ GBR DWG, GBR-8 • IMPORTED SELECT NOTE 2 _ ) U�1 ) `/ 80 °0 o, n GRANULAR BACKFILL • • • '-Th ,0 (TYPE 3) - / — . . • - :- • _ I CONTROLLED LOW - d STRENGTH MATERIAL (CLSM) - Q 70 '' . " � �' ` : : ` � . 70 Q ' . A (TYPE 8) ................... ... -17 - - • ' ' '- 400:•1:-*::7 . zi, i • - CN tC3 ;::. • WORKING MAT SHALL BE PLACED ::> >:>: : ::::>;::;:;:;.::::::: > ::;::>:::::::::: _ / SELECT NATIVE MATERIAL °o CRUSHED ROCK WORKING MAT o _ AGAINST UNDISTURBED EARTH, _ (TYPE 2) UNDER STRUCTURE : l (TYPE 6) a 60 SEE EARTHWORK SPEC 02200 (TYP) T_ �r 60 0 2-0 M N`(TYP) v - ICRUSHED ROCK - P3'3'6'3. WORKING MAT • : : _ A -- _ h.►Ah,AIL ■ (TYPE 2) 6 50 I I 50 u_a. 0+00 0+00 1+00 2+00 E t 0 0) a) U a)I SECTION B a) : 000-C-050 C co a) 0 0 o NOTES: csSe PROre a \� „ GIN. OD z 1. IF EXCAVATION EXTENDS FROM 5'-O” WIDTH AS SHOWN, BUT NOT EXCEEDING MAXIMUM LIMIT OF EXCAVATION, 4.v �' �� THE CONTRACTOR SHALL BACKFILL FROM EXCAVATION DEPTH TO FINISH GRADE WITH SELECT NATIVE MATERIAL (TYPE 6) `� 74902P cam" isi IL r 2. MAXIMUM LIMIT OF EXCAVATION, SEE GBR DOCUMENT SECTION 4.0 (LIMIT IS GOVERNED BY NORTHERN EXCAVATION AS `1 ° °O2Qo� DETAILED ON GBR DWG, GBR-8) 13, EXPIRES: 6-30-05 c SCALE WARNING SUBMITTED BY 0 1 DESIGNED K. KAI CIVIL SHEET: OF H: 1,�=1p I - I , DURHAM FACILITY DWG: 000-C-052 (PROJECT MANAGER'S NAME) LICENSE NO. DATE • z V: 1"=10 IF THIS BAR DOES DRAWN K. KAI IN ASSOCIATION WITH: Cieanw ater Services PHASE 4 S EXPANSION EXCAVATION SECTION-2 DATE: 11-APR-2005 NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 '4) CI FINAL BACKFILL FINAL BACKFILL C 0 WITH SELECT NATIVE WITH SELECT NATIVE Lf) TOPSOIL (TYPE 7) TOPSOIL (TYPE 7) 0 FINISH GRADE FINISH GRADE 12"-16" MOUNDING 12"-16" MOUNDING fi(Ni (16"ALONG TRENCH (16"ALONG TRENCH a_ EXIST GRADE EXIST GRADE DEPTHS > 25') DEPTHS > 25') 5' (TYP) , 5' (TYP) .4. . . 6 ____ _ . as • / X/ 7/>"7 ' ----- — 7-- — /7- .\---- 1— ./7-- 0 FINAL BACKFILL N. / WITH SELECT NATIVE N. / a. N j 4/ FINISH GRADE TOPSOIL (TYPE 7) 12"-16 MOUNDING N N. " SELECT NATIVE N ./.x, SELECT NATIVE _\.5/V `/<, (16"ALONG TRENCH MATERIAL (TYPE 6) N " \ / EXIST GRADE DEPTHS > 25') 12" BACKFILL TRENCH .. MAX 24" . /, BACKFILL TRENCH 24" MAX 2 4" V N, ZONE MAX ./#' 5' (TYP) ZONE N MAX MIN , _ .... 111-0" ..„.../ •\„ •N., . , ..... ., -1 ,# \, _____ ____ , - ., . . -. ., . .. ,/,, 12" — — .,77-A7 4 -- — — — A 7- I •%. .. . .. . • .. . . . , .. .. .. . - .. .• .. • . . . .. • ../ A . • ' . . • ' • - ' • . • . • . • ' • ' . ' , WI \ . . . • . -- • . • •,• • . - •,/•MIN N ./ . • . . • . • . - • - . - . • • / . . . _____ \ 1 SELECT GRANULAR " - . ••.- . / \ N. SELECT GRANULAR . . . . - • • - • 1 -. - . • •• • • . .-.. - I • . . .•/ L: BACKFILL (TYPE 3) • a) ,,,,/< BACKFILL (TYPE 3) 1 • 1 .•co) SELECT NATIVE N. :-.". ( -- - ..: . ..- y r , - MATERIAL (TYPE 6) ,.//vv. , /\/\ ' y . • .• .... 7?1_11D - • .': • .'. -... 7?'11D • • . • CLSM , N' BACKFILL TRENCH 24" 24" CLSM r rr \ ■ Fr , Zr 2 (TYPE 8) .> A \\ c> 4.- i AZ / BEDDING FOR ZONE N MAX 8) ,-/ Are BEDDING FOR • . ,‘,: N ' //. // /41:+ d'// (TYPE 1) 1 ,N. . : . . • - • . - . • . / 12 A — : . • • .'. —1/4 , .<\ /\ 'I' 4 , ‘ , /4 /, ///. //, (TYPE 1) . \ . • . .. .• • • . •„. MIN • . ----• X . • • -. ...:,., TRENCH SELECT GRANULAR . --*N\ /4 TRENCH BOTTOM BACKFILL (TYPE 3) BOTTOM - • - . • .\, • :• • . J C.re: - . .. . 1 .. . -/ BEDDING FOR • -- PIPE 12" MIN I G 1 SECTION I C -•/\\>4/- - - - -, ;- .< \ /7/,‹ (TYPE 1) SECTION FOR 60" & 84" RS 000-C-050 TRENCH FOR 72" RS 000-C-050 1I IJ BOTTOM SECTION I D FOR 60" & 84" RS 000-C-050 I I 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 (16"ALONG TRENCH (16"ALONG TRENCH (TYP) EXIST GRADE EXIST GRADE DEPTHS > 25') DEPTHS > 25') 5' (TYP) 5' cs) cti u.) ----....___ ................................. 0 — — --77/2> /y27- 4\--- 1— I 7— --77/2> ,,,T, - .\-- . .7--- o c, 0 N. /. N 0 co N N. .x. a_ 0 ‹., SELECT NATIVE N., .-v/. 5 SELECT NATIVE \%. \x, b MATERIAL (TYPE 6) N ,c' \ N ,/ ) BACKFILL TRENCH 24" 12" 24" .,, ;\ ••' BACKFILL TRENCH 24" 12" 24" Z " ,, u) a) ZONE N MAX MIN MAX ZONE N MAX MIN MAX 2 \, ..._/ . \,,,, a.. T \i . • - • - • • - • - - • .//' —1 y MI 1 • . . . • . . • . . • A•• • . . — '. . . • ' '. . • ' -.•P / . . . . . .• . . •• • . • . • . . • • • • • • ' \ . • . • ' ' . • . . ' . . ' . :— . : .. .., •.. .. . . •.- : .. . ' : . .• . • ..' . ' . ' / a SELECT GRANULAR . • •• - • - • • - : • -. • - . •.••. (0 U- BACKFILL (TYPE 3) ..• .,. ri ' '. ... .. .. : :: .• : -1I . •-• •.• • ' .*.2 SELECT GRANULAR C .'. • . . • :•. ... . , : • ..., 1 . . . , E BACKFILL (TYPE 3) as • ••• •• 54' 1D - •• • . • .• * 0 .• _. .• 541 ID : . • • : .• ' 1 -c , v rer • • - 4211D : r - -. - v/- . • • - .7- 7-' • • . , qup On CLSM > 1 PM" i slor , \<- • , . • - . • i . • • "Y ..-. . . .. -. . (TYPE 8) . BEDDING FOR ...i BEDDING FOR 1 A6"- ---) Ar Ado .." EI 'iv Ir • . ., v PIPE 12" MIN Mill PIPE 12" MIN a) ;›,......, ....... Aik Al.416.411.416.41. ■ ■ A. 4t. 46. ..e. A. Al. ■ A. A. A. (TYPE 1) (TYPE 1) co L., •/,k ,K- , /„. /, -,-,,. , /../\\ /\ • /1, /, / ., -/,. /, /. /, ) IIi B TRENCH TRENCH c as OTTO BOTTOM a) o t) a) a. i5 ..c' SECTION I E I SECTION I F z 000-C-050 FOR 42" & 54" FM 000-C-050 0 to LI 1 7.-Ne L I CSO RP Of ,Gibiet., A = ki5J 47 474 t. c - 74902P 1.--- io . .. q u_ c,i, cane v. -1" 13,1#- 41N Kik\ EXPIRES: 6-30-05 Lo N. 0 o SCALE WARNING SUBMITTED BY -.At, CIVIL SHEET: OF c.) 0 0 X 1 DESIGNED K KAI I - I 0 ) ) M IN H DURHAM FACILITY 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE G. 000-0-053 IN ASSOCIATION WITH: PHASE 4 EXPANSION z NTS IF THIS BAR DOES DRAWN K KAI Cl Services EXCAVATION SECTIONS-3 .r) NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 11-APR-2005 0 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 ,,, / 0 ti I.A 0 0 (.1 m w u_ • V) N N CO 0 II.-.. 160 • i 160 1 ti ti 1 ti \ 1 \ L 1 t t \ t �: `o L S 4 1 \ t 1 1 •• 1 ii VJ 1 2 i HIGH POINT ELEV 141• i-2 HIGH POINT STA = 3+15.61 1 PVI ELEV = 142.00 t K 16:91 125.00' VC I 150 C \i RRRRiR\LR\RR\\?\R\R::?_ ti'. ___\R\\i_,...... RRRRRRiti R..._S^RR^.RRRYRRRR R ti0.Y RRRR i\' R YRRRRZ\iR\RtihRRRRiiRRRRRRRR__„...RiRRRRRRRRRRRt\iRRRRRYRRRRRRR r0 RRRRYY\\RRtit\YR\\\�.YRRRRYRii\RRRYRRYiitRR't\tiR\iRR\RRRRRYYRRRRRR\iR4YYY\RRYRRRYRU\1 RYRRYY4\Y\\RR\Y\M11R\h\\\.Yt h11 t\ti'SLRYRRYR4RRRi1iiRR\RYR4'ti•:R\liR\YYtiR\.YRRYRYRR\RYhRRt?.RYRRRY�.1 Y\YRR\\^.'•\\YR\R\\\L R RR R Y R"LR\ R \LR L R.\LR\ 'ti +3YRRiiti tRRL�\\•ti\\\1ix?\URYYR\RR\RRRY4RRiiYRRR\iR4RRR I�`/ V 1 \ �V/VVY L \ LOW POINT ELEV = 131.34 ° SOW Pfl1NT ETA = +47.17 `..:..,.::. PVI STA.= 0+73 + rt. V... LEV _129.99.. 1 ......... .......... ...... .:.. • A.D. = 8.56 Iii 1 1 K = 1 .95 _ + co > . . .... 145.00* VG . . . . . .. • . . . . . . . .: ......... .. L L 1 1 w t. L W l 1 4 I FINAL GRADE ttL4tt ..W. H,L\LtLL:\.W. LtLLt L\LLLW.W. 140 \44LL\tL4L1t 14LtL\Ltt\1t1tL1h\L\ \L\ \Lpt4L •.LL LLt4 4L \L\\\LL \LL„„ LM1LL\Lt„„ LL\\t \L\ \L\L„„. \\L \ \L\ L L \L 1 h\ \0 a i. l w \1 a\ /f \ \ I } a\1 }at.\aaaaat \\}\1\\ \1\\�\1 \L1\\\\\` L J �`a'11 1 4 ♦ 1 0 .a N\Kat 1a 11a�1\ \��\ L .. 1 \ 1 ` `111111\ L 1 I► 1 l I E!C T N �. RARE i ,11 \\1 •a 1 \ \1a _2 75p I ■L,1-.1.. l \1 1 1 p -a11` 130 ARiRt\i Y t\ YYYRR R,h a ,�.ti�RR R� Z\YRY \\l\Y\Y,titZ\RiY\\\C.Y\.:RYYRRRRiRR R\i\ RRYRRYR\\Z\R\RY\iR\iY\\iiiRRR\RYRR\\ \R•"?L\Ti i\RRRRR\hRYR\\"l".X.,: Rti tR i\iRRRR\R\R, RR ZR\RRRRR,,:::\R\iR\Rti t tiRRYYRYRRRRR\RRYRY\RRRRR\RRRRR i YRRRRYi RRYRRY..,,,,i\RYRRR\\RYR\\\,• L.,...ti\..,,,\\1RM1R\Yi1iiRRRRYRRt Ri\t�iR RRiR.,:<..,.RR\•?R\LET.,,X\., ki ti ZR:J?,tiS i• R t \?i'•ti\tit tRti\i\\4\\iYRiiR4\RiiRR\Z hRR\\\Yi\1Rii\t.*\'4t .R\RRRRR\R'L?x\V.YRRY,\YRY\ii\Z t'L\•?\Y\*\RRitiv?\t*1iR\`"?:tYR\RR\Z ti RiR\tih\Y\YRR\RRRYRh•`RYR\RRRRI t\RitRYf\Yi\ \ 130 1 1 \ S \ 1 L ``. 1 ,ti AC PERVIOUS CONCRETE ASPHALT CONCRETE ACCESS ROAD • Ago ► •r ; :.:.::..: ROAD R. AI, .... 1 M1 1 • 1 L \ [/�] i V L l o 1 L 1 L [cD [ .1 1 L + T[/�1.) 1 1 1 1 1 } C 1 co ` \ 1 1 1 1 \ _ 0 a 1 \ l l l 1 1 t }LLhlLhllllllllllh�.11l\l l.11llhl\�lllhllLllL 1L:lh lltitl lL 1h\hh}h\1}L lltittihthtithh�.lhthh\lh`.lhLhh �. L`\•ltlt•.L .htLhtlhl✓.ll Rl lhhhl ll llh�l�}it 1}Y 1hLL\tit\}}ltt\\l}}l}}l}\\\ll}}\Lt\}ti Lhl\1\l\LlL}\t\L\� t1L\i1Lt h Lt}L l}t.l l.t lt}�}ltl thhlht`.M1th^l. ` '/�/■/�' ll\l tl A\114}t}h': 1 h Lt.l\ltllLLtL}L:Lt tl ZIhL\� `. �, _/•)� O �2■■ lll}}`,tllllilll}tl\}l\}}1�t}}}l\}l llt}\1lt}ti\}}1l\}lltiLltt^.l\11}t}ll}tl}lll}1tlLLlL\l 1 1'}l}}tll}}l\\lhll ll tllllhl}}}}}'y}l`•�lllllhl}t\.}lltl':t tillLll.l llll�l\\\\}lt\l\l\LLllll\}lll`ll\ll\lll}}t}}tL1 i Lh 11}t1}Li}}Ll}L lhLhhLL\llt}l llhlhhlt\`.t•.}`}lh}l tl\hhttht\l}Lht}t}l\ll ZllLltLtt}}L}}Z\hhl'41`.1L ll ll ll R}lll�.1}\lam.llltl 1l\llh}}\,tl 1l ll t\titht}l}l\}}1lh}llll tl thhl\t}} 1/' V 1 `V U \ 0 ti 0 1 ` 0 ti . zi 0�/) ti ti ` \ S _\ 1 .. 1 L 1 0 ` 1 1 5 L 5 C c+ ii _ } y ` 1 O 4 •ti \ 1 1 1 i 1 R ' ..-F., 4 1 L CO : 4 LL 4 1 E 0+00 0+50 — 1+00 1+50 2+00 2+50 3+00 3+50 a u) 0 CD In I 0 "Al " LINE ...... C CO CD O CD CD o D. RoF 74902P c-`- LL. '* •k OREM) �V. �4 13,2 F.1N KN\ ,,n EXPIRES: 6-30-05 SUBMITTED BY SCALE WARNING N. CIVIL SHEET: OF �0 0 1 DESIGNED B TAI 1 DURHAM FACILITY ACCESS ROAD TO IPS FROM 85TH AVE DWG: 000-C-060 H: 1 _20' (PROJECT MANAGERS NAME) LICENSE NO. DATE IN ASSOCIATION WITH: CleanWat ' Services V. 1 -4 IF THIS BAR DOES aN B TAI PHASE 4 EXPANSION .. a NOT MEASURE 1 SQUIER ASSOCIATES— ENSR INTERNATIONAL PROFILE - "A1 LINE" -, ........... THEN DRAWING IS Qur commitment is clear. DATE: - REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 / 0 e-- .• N. T..." lan 0 0 EN 6 w U- c) C■1 . (1) 4., Ca 0 0 ..... EL i •..... 03 .... L: (1) PVI STA= 1+46.97 co) D PVI ELEV = 157.29 A.D. = -2.94 , K = 13.63 I 40.00' VC I .... N- 0) NI- '150 :: .. • .. . . .. Ii 150 co • 0 . . LOW POINT ELEV = 149.57 co co . . . . . . . „:.,,, .• .. .• .. . .. • :i LOW POINT STA 0+23.61 ri, + Lo .. , co 0 ,-- T"'" . . 0) \ i `' PVI STA= 0+29 co u) ,,,Ill , C\I ,,,,,,0 ;...,, es' :.: PVI ELEV = 149.42 + Lid (...) 1/4.d„,_ . . \ .. . . . . . . . . n--- T.." . • :.,, A.D. = 8.67 > •••••- . .. ,,„ \ .. . ...,::„............ ...............: ................, .............1... .................. .....•............. .Lovv.. ...poINT... ..LEv....= 1.30.7.7.N ........,...ji.... ,i,..,,,.,., ,.............._ .................: :,,,,..............,.: w LI.1 . Ns ,,,, K = 2.31 • LOW POINTSTA= 1+32 63 160 - • 00. ,....1,-17; . :. .., . ,' 1 . :: ::: . ,-: •. 160 .: . , .•,.. . , I 20.00' VC >: • . . ,., • .., PVI STA = 1+40 ::: . . ,.., ow- , PVI ELEV = 130.20 . .• . • . . .. . .. : .. .. .• . . . k:i 1:: , , .. ,, :i ..• A D = 4 69 i.: ‘%. • ' . . li ) .. _„ _. .. .. .: ,.... .. .. _ . . . .. i... . . . - ' I 00.00' VC, I il . %-- F I NAL G RADE ?.. .. .. .: . I ..k ':' :: . . 't. ': -- . ,... :: . . . u) .. .• ,. .. . .. .• 140 , 4.■'■,,,,,,,,,,,,,,,,,, W.W.Y.V.W.4.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,'.V.V.,,,,,,,,,,,,,,,,,,,,,,,,,,,"■,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,, .4,,,,,,,,, , ,,,,,V 140 i.,:. u) (..) Ill • .. .. i..- ,,---' . .. • ) :. 0 LLI .: ,--' . ,•. .. .. .. . . . . .., , . . . . . . . , .• 0 .. . 0 Lo > 11.1 ,.,› i: '' ' :•.; :: . .. . .... cz m ,› ' w + T-- .,, k T Cr) ..': :: .. .. .. o cf) iiLL. .. .. .. • ,- .. . . .. . . u). . ,-- s u) ..s . . , . • . . . . . . . . . . . • . , .. .. . . i... .. . .. .: : , .. .• > 0 1 , ..•EXISTING GkA > 11.1 „,?: 150 .• - • , ,....„,,, . :. , , .• . .. . .,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,. .25, ..V,W,VA's,.SNW,V.W,V.W.tiV,V,WAV,V,NtiW,,SV,N,WANNV.W.N•.`,.V.',ANV.WNVNV,V.,,,,,,,SS,,WMVNWAVSS,S W,.W.,,,,V,W,A.WNV,V,N,ls,,WNSWAWAVANNW.W.W.W.,,,V,W,,,,,,.V.,.,.W.,n.WNW,W.W.A.WVLNW,VANWMNWNWA.VANWNVSW.W.W, 150 .: ca > - w il :. ... " . .: ........- .. • • . . . . . ca . .• -2.00% .• 1 . . .. .. :. . . .. . . . FINAL GRADE :: s„,„„„„ .., .. . ,. . , . .., .. , . :.i . , .. . . ....,...,.'' i'.' . ti . : : .• . :'.. . .• . . , .. 2 69% .. .. • • .. .. 717..."------.9.........4._ .. . . • . . EXISTING GRADE :: „ . .. .• ,z. — .. ,' . . i.., ' ' -' 130 130 ",k---:--------------4--------------------4----------- "":--?--:---"""""--""-""""""""--:,.-""""""""-""""""-"--"""-i.,"""""-- .• .. . .: .. . . . . .• . .. . . . . . : . . . . . . . . . . . . . i., .. . .: .. .. . . i., . .. .. .. . . . . . .. ,. .. . . . .:..., . . ,. . .: :.. . .. . . . . . . . . :.. „ . . . . . . .. . . . . . . , . . . . . . .. .. . . .. :.. .. . . .. . . . ,.. . . .. ,,.. „ . . ,.. .. . . . , . . • .., . . . , . . .. . . „.• . . i... . ., . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . , 140 , .• . . . . . . . . . . . ,..„.........,„.„,„,„......„,„„ „.„„.„ „„„„„_„,„„„„„„,„,„4„.„.„„„„„„„„_ „„,„„„„ , „..„„„„„„M.W.W.W.4,,,,,,,,,,,,,,,,,,,,....,,,W.4%,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 140 .• . .i, .., , , , . .. • . .. i..- , , . • .. , . . . . . . . . ,.: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:., :,... . .. .. . .. . , . . . . • , :‘, . . . . . . . . , . . k . . . . . , i... : . . . . . . . . . . . . . ::. . . . . . . . . . . . . . . . . . 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WARNING SUBMITTED BY In SCALE ---,its CIVIL SHEET: OF re) .1, B TAI in 0 1 DESIGNED ...- I I ( ) ) IV1 INH DURHAM FACILITY ACCESS ROAD TO IPS FROM 85TH AVE 0 H. 1"=20' (PROJECT MANAGER'S NAME) LICENSE NO. DATE DWG: 000-C-061 IN ASSOCIATION WITH: & DIGESTER COMPLEX 2 z IF THIS BAR DOES DRAWN B TAI CleanWater Services PHASE 4 EXPANSION] . V: 1"=4' NOT MEASURE iff SQUIER ASSOCIATES-ENSR INTERNATIONAL PROFILE - "A2" LINE & "A3" LINE DATE: 23-FEB-2005 Our commitment is clear. --)0 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 u. NOTES: N ad 1. SEE EARTHWORK SPECIFICATION SECTION 02200 FOR a EXCAVATION, BACKFILL, AND COMPACTION REQUIREMENT. "Al" LINE ° 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" 0.1.411' Y HIGH POINT EL -1 SEE PROFILE DWGS UNLESS NOTED co CONCRETE SHOULDER (TYP) OTHERWISE n ,''.' —' 61 2% a.-- FINISHED 3 � a.: 12" all11111111111111111111111111.i... 3 MIN GRADE ,-..---------ri. -,.'.k- ''' ' 8e2)(2) it , -a- '-6 . -, 0 • .G v 4 ,.+� ` . t `,t. Li g°ra i,. IIHiff=41--1=1- -III LTL'-III \,.��,`��A \� -. •ti, � , ;\ . .*do o III- -1 I 1 4 ♦r °� BASE AGGREGATE (TYPE 4) -, ..) :�. � ����:�� .' �•-• 2-#4 (TYP) ..._ ,,_ ...\ •• ...-`:• `\ , .\zti ��. .464600. PERVIOUS CONCRETE ;,..„,6,,,,- `:'' �� ��.:.``• � � PER SPEC 02466 : .; - P 4"-10" NATIVE ROCK (BY OTHERS) �� °. `-''J (--\ FILL VOIDS WI 1"-2" COBBLE (BY OTHERS) CONCRETE ° °- I I _ ( ) COMPACTED SUBGRADE C-902 �O� 11=111=1 I �. SHOULDER (TYP) I 3'-4' BOULDERS (BY OTHERS) COARSE DRAINROCK (TYPE 11) "R4" LINE PERVIOUS CONCRETE ROAD SECTION A 000-C-024 , , . "R3" LINE FINISHED GRADE ' ,.../ SEE GRADING °..,�•,••® PLANS s�•0*3S M ss' cam'', jr�♦'�•%i J t `// /• // // 7,7"1 "R2" LINE RETAINING WALL W/ PERFORATED DRAIN PIPE AS SHOWN ON DWG "A2" LINE °.• ••.. .. , 100-S-104 & 100-5-105 (TYP) c •1 V.0,•1•. i s* . ' :./ "R1" LINE ES ETW ETW ES 4'-O" 1' I 12'-0" 12'-0" 0 .0 Q:s`•� ` GRASS SWALE cn iV•r•1 HIGH POINT EL co !�! , r (HYDROSEED) SEE PROFILE DWGS UNLESS NOTED /' /. /' // CONCRETE SHOULDER (TYP) OTHERWISE 0 a ROCK GARDEN > ci'� •r•ri 2% „ 2% 3 MIN BY OTHER ,� J. ,G C•Q. /s a 0 ° • d • c • !►• . - HillE111=____1117 —I `_.._ „ II„ II1_III I •�.••i,aL r:- � � — —III I —,,_..—.._ C OQ-� ui 2-#4 ( P) BASE AGGREGATE (TYPE 4) PERVIOUS CONCRETE PER SPEC 02466 0 COMPACTED SUBGRADE CONCRETE C-902 .� SHOULDER (TYP) a) cnj co °I c co au 0 PERVIOUS CONCRETE SECTION B •2 000-C-024 ' �0 Of��' a � „diNe, `SAD 74902P r- . � 4 ii v t.), .. c v, 'cY13,�a PAIN K ix\ EXPIRES: 6-30-05 N. SCALE WARNING SUBMITTED BY 1 DESIGNED B TAI CIVIL SHEET: OF in 0 I DURHAM FACILITY DWG: 000— -063 (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: CleanWater Se��rices CIVIL SECTION DETAILS 1 NOT TO SCALE DRAWN B TAI 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 (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 A: u) 0 0 N m w c6 N ai to o NOTES: 0 a 1. SEE EARTHWORK SPECIFICATION SECTION 02200 FOR "Al" LINE EXCAVATION, BACKFILL,AND COMPACTION REQUIREMENT. c 2. SEE HORIZONTAL CONTROLAND PAVING PLAN FOR DIMENSIONS AND REQUIREMENTS. ES ETW ETW ES 1 4'-O" VARIES 1' 12'-0" ..-.. 12'-0" 1' ..♦.. ....... %- GRASS SWALE HIGH POINT EL SEE PROFILE DWGS CONCRETE SHOULDER (TYP) UNLESS NOTED ( ) OTHERWISE .� 2% 4„� 2% FINISHED GRADE 3 MIN ►- SEE PAVING • t� S MIN AND GRADING 3 MIN 1 `� '� • • '�,. •" 12"] ' • , .* .4. 11 PLANS 2 2 1 � . irmillir""-3E--- ..... 1 ' .- ''> .N./1■7" 1■7117S" "ir / r■ x t x 17,11.i. 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" V � HIGH POINT EL SEE PROFILE DWGS CONCRETE SHOULDER (TYP) UNLESS NOTED ( ) OTHERWISE c —.011 2% _ 4"] 2% .c 3 MIN =________•••- t1 Kft4 . 3 MIN FINISHED 0 1 � `,/ �� ,•• •o �� = s ' • , o� •�_ �► 1 GRADE �� a r , . • 4 0 a. / 111 -- = - 1=11 ' • , a \�` b> 2-#4 (TYP) BASE AGGREGATE (TYPE 4) CONCRETE cm ASPHALT CONCRETE SHOULDER (TYP) C-902 '� PER SPEC 02460 65 a ,! COMPACTED SUBGRADE U Yi i1.1 E co a 0 AC ROAD SECTION D U co 000-C-022 a) 01 C co U U 0 f 0 PROF kJ,/ .1w S 74902P ck- a. � � ' LL r;. .,r•, ,,,,V,F 13,- '1 N K P\ Lo EXPIRES: 6-30-05 N. SUBMITTED BY Lc) SCALE WARNING CIVIL SHEET: OF 1 o 0 ct) 0 1 ::::ED B TAI 1 - DURHAM FACILITY DWG: 000-C-064 z IF THIS BAR DOES g TAI {PROJECT MANAGERS NAME) LICENSE NO. DATE IN ASSOCIATION WITH: CleanWatServices PHASE 4 EXPANSION CIVIL SECTION DETAILS 2 NOT TO SCALE NOT MEASURE 1" SQIJIERASSoCIATES-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 ..... .............................................................................................................................................................................................................................................................................................................. .... .......................................................................................................................................................................................................................................................................................................................................................................................................................................................... . ............................... . . . ,-, A: 14.) o o cl m w u. d7 C\I as 03 5 0 NOTES: 1. SEE EARTHWORK SPECIFICATION SECTION 02200 FOR "A4" LINE EXCAVATION, BACKFILL,AND COMPACTION REQUIREMENT. c 2. SEE HORIZONTAL CONTROL AND PAVING PLAN FOR DIMENSIONS 76 AND REQUIREMENTS. 1 ETW ETW 15'-0" 15'-0" a) U) m HIGH POINT EL SEE PROFILE DWGS UNLESS NOTED FINISHED GRADE OTHERWISE SEE PAVING AND GRADING 3 MIN 2% SAWCUT AND CONFORM C-134 PLANS 1 I .„„ , —____........ 4"] 2% TO EX AC PAVMT (TYR) ----, , 1.: .„.. ....■■........... ....., ..,......,......... 9>x, /,);,,/■ / _ . .; . . a..- -... 2"] ------------7----------------------- 0 • - o - . 0 - .4 • ' CI • . ' , • III =1117—II I:- CURB & GUTTER 1=111— ' I- -1-111-111=-111=111 C-128 \ -7-77 111=1 TYP 2 BASE AGGREGATE (TYPE 4) ASPHALT CONCRETE PER SPEC 02460 COMPACTED SUBGRADE AC ROAD SECTION E 000-C-020 "Al" LINE ES ETW ETW ES ROCK GARDEN Lair (NATIVE ROCK & BOULDERS -BY OTHERS) 1' rm. alli NW 40111 12'-0" 12'-0" iii.... r 1J CONCRETE SHOULDER (TYP) c cc OHIGH THEPROWIINSTE ) E L u.) / TURF STONE PAVERS SEE PROFILE DWGS UNLESS NOTED cci 2%AN 41 2% BY WESTERN INTERLOCK L.) .....- ...---, Alb- 0 3 „ 3 MIN OR APPROVED EQUAL 0 , .,..,, 1 I . ,. , • sigiVill, .1...... ... .'.'""'".71"."..."'""'" ..?' '".V 121 Th--------- :4' ''' IIIPA■ 1 I I 01 :: 1 .j. ,. - '4„ P41,4117 ., ,. ., .- 4 ..,..,.... -, c '. ** - • •Gs • 0, . . 0 - .c, 16.---III11111 \i/ % -m-411"1-11-1111-1 - .- • - 1=1'-1 .„-71111410... 0 , ,, , is • . „ - - o - . 9 0 . • / >>, 4 1475.4411 I Vieripol I I III 0 I rot .._,,-...' )-_,:j0194110_,A0 fir•V. • _ .:.1 0 0 •.-)0 it.* 1-11Efil= 117 c \N '\---' _co_ ;, 1111— . ._ . .„...,,,,--,N.,,,,, :,1, ,,,:,\ , , or.*4,u s• — . —111=1 0 0 ( w,,z n:,.':., ' .----,..-..----, ....------>-.-y–, ,--.-N ',?k,:, ,...:,3- 2- #4 (TYP) BASE AGGREGATE (TYPE 4) 05 ASPHALT CONCRETE CONCRETE ,,...,". i :•i ' ,\--) I -•;- :‘.,,,.. ,,,,,y,,-,,-----,„ 7 ' ---..-,•Li, „., . 4"-10" NATIVE ROCK (BY OTHERS) PER SPEC 02460 SHOULDER (TYP) C-902 ,,, 00`g ( K•f ' --=!1=111 : oy0k-1 _ =Ill_ _ FILL VOIDS VW 1"-2" COBBLE (BY OTHERS) —Yd.O0 QuQ li aliELUE111= 1-L.g 1 [121 npripor, ....4_71=TE=111=111=11' COMPACTED SUBGRADE ---11=111-11=111=11" 3'-41 BOULDERS BY OTHERS) I f COARSE DRAINROCK (TYPE 11) 0 co 0 0 -- (C) cn -1 TEMPORARY AC ROAD SECTION F a) 0, 000-C-024 c co o) o 0 a) ccSa PROF z f ci. ,oIxt z„, C.. 401" 4.0-C,S 1.44 +:: . 74902P r" c...6,., :•r• c?), 4? 1 311.5 Lc) EXPIRES: 6-30-05 r--- SUBMITI-ED BY Lr) SCALE WARNING o - 4, CIVIL SHEET: OF m Lo 0 1 DESIGNED B TAI ‘. DURHAM FACILITY 000-C-065 1 I ( 0 ) MIN I. (PROJECT MANAGER'S NAME) LICENSE NO. DATE DWG' 111 IN ASSOCIATION WITH: z IF THIS BAR DOES DRAWN B TAI CleanWater Services PHASE 4 EXPANSION CIVIL SECTION DETAILS 3 in NOT TO SCALE NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 0 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 .. ............................................................................................................ ....... ................................................................................................ . T A.: 011.1°1111111714 o r11�m �*1/ cl 400,... co R 'wit* A0110111111111141* -ww rrr ♦ ♦ �•.Ir, vs ♦ rr co o i o , a i 4/40, MI IMI 11NM NM NM�� l ' R2 t ♦111 '► a► t '"' 1► •• ss I R1 ''�► S 1 EL 151.00 41■ 1 I EL 147.00 1 L IP co li S % I EL 146.00 % 0 rr rr EL 141 .00 , 171—Fts9 R4 LINE PLAN it t t Ili "R3" LINE I I ti 1 1 1 1 1 1 1 R2 40 ♦ Al'� I 1 I '� 1 1 1 1 1 1 1 I r R1 �''� TW 151 S% IIIIIIIIIIII � I � I III 111111 I I I � 4 1 I I I:, lkiik It& 1 EL 132 1 1 111 II II t I 1 I 11 I Ilk& I Iklig NAlilb EL 140.00 411 ME --- 411 EL 136.00 EL 135.00 c 7 co co 0 U "R2" LINE 0 0 0 "R1 " LINE U) a 9 b c co in 0 6 a_ .0 co El MN MO flaiiir as t 141P ° ■ EL 150.00 NOTES: co v s Iiii "R5" LINE 1. FOR LOCATION OF THE RETAINING WALLS, SEE HORIZONTAL co - CONTROL AND PAVING DWGS 000-C-020 TO 000-C-028. t5I r as alts Air CI S EL 145.00 0 "R6rr LINE 0, 40 PROf 4- 7 44P'4° t- s4ul hEL 140.00 • , +, "R7" LINE 6.ZY13,rl#� EXPIRES: 6-30-05 Lo o SUBMITTED BY SCALE WARNING �i 0 1 DESIGNED B TAI `°� CIVIL SHEET: OF � ' `�, DURHAM FACILITY DWG: 000-C-066 Z - NOT TO SCALE (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: IF THIS BAR DOES DRAWN B TAI CleanWater Services PHASE 4 EXPANSION RETAINING WALL DETAILS o NOT MEASURE 1" SQUIERASSOCIATES-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 .................................................................................................................................... ................................................................. ... ... 2 ::• . .-:. . ,:. N . .. SY ,. ii:I.: ::.,.;, . :,.,:. ''. ...... H A. U..,::,.L R.,...'..:'0Ut,...--....E.,r.'S;,'1. ''.......--.-....... '''.':''''er-•'‘....--.'''''''....'...':*::::-...:., ....„Ei;ii.:,:,.,i.,...-/.,: ..,....:.,. „. I ---. .....--:-...- ....- -- :,.. o . .. :/-:'''. -,::' 0: , .-•/:-• ., Cs, 60' FROM FENCE •-••• •-• i-,.., c4 -: - -- ' '• ci . . . . a. :. ... .„ .---- • 1 ............:.. ..... .... - , • ---. ._ • • • i•:.,:,-,.. .: •-•-• _-_, ..••:,:,•:-::•:• ••_:„.:.... .„........„...:„. . .. ..., ..:.....„.::::.. . ..:..:• , .. .. ACCESS W/ NEW .,....,. ':::-.' .•.'• -'-----••- .:.: CONSTRUCTION GATE ..--. •• -••-•-•-:„...*. I ...:..: ... , ..,..:.:-.:,,:i.i-,:::- 6 PRIMARY co ......: p 7 s. ' r'. . . . ' .* ---,it' • . ...........:.".......]:•• '*:'.. .•-•••••-•-•-•---•:-----.,:-•-:-.---••-•:•:•-•-•:•:•:---•••::-:------------':•-•:.-:::::::::::----::----------.: .]...•••.::: i •:: . ::::: CLARIFIER •:::':. -- n•':--•:-•"'* I ::•:--': '''' -"',.:-:::':. 4 . (:) ::: ..... ..,.....„... .. • ..... - . . . ..................... .....::.:•:.:... . .-:-.. ,:.:: : : .„ .,.... -..,•,. ,. ..:: .: „.„.... ‘. ................... a. 601 FROM FENCE Ae r Al.,.iii ::::-',.' .../"1-. ':::•:. . ::-' r-- --mil.... - -•••••• Alv__ __Airr':::: .:.:-:. •.:- (--. .-..- HEADWORKS EFFLY.ENT: :: : .....-ii•':: --—---.:=V:-- :::•■""i' i •■=11' :: STRUCTURE (HES) -.....■ammo..,1 .... , ,,..' ::. CHEM:ICAL -.----...--..-:,-,.:::::-:::,-,:.::,. :L:-.0 1 :.:::-.-... x : -::::., ..--:::.• . : .--.::- .I. .-.. : . :: :1:,.., ....'. SILT FENCE BUILDING • .. . -• .. ....,.., .. ., .. . . -:: ...,....:...-.....------ .. .... ... ./ ... ...4........ , ,• ..„■ .,....'.. .•. ' ... ' • ' . '''''. %4S ..°I.... .°777—"' . '. ..':ijn:;:.'.::''l:.:,. 'n.'n..,::::::,n,..'..V'.:I.,,'■ !:;,„•,“ :ri..),1:.,::::::,.....,„". , ., ',','.',':::':i:i.::."""...':::::::':.:. : I: : , ,',' : ' ' . 1 A 0 ADDITIONAL '::: .,„.. -1 ...,::-:]-------:..:: : ::.:,...--:::-.-i:„,,...:..::::::.i...,.. ::, , :.....::::.: :;':.J;!;:::.. .•. '''. "-; ., ,..:.„.:-.::....-.:.............. ' ." ---- - . --. - -...--:....,.:.... ii STAGING 0 11-- •::::SILT FENQg.- '• :::: ..:::::•.----.....i.::•:•-::::...•:-:.:.::: ---:: :-------• . . .:.• , .. . . ...• • . ...... ..... .............. 0 • : :—: .,... _... . .. . .. I -. . . . ... .. _.. .. ....... . . .... . . .. .,- .. - -:„.:...„.. -----.....:".•::.:-:::-.:. pi AREA • -- ---•. 1 ..: AP r •-::: ,:.. ..* - ,'"..--, ''...:iz.ii;::::::.-: ...-- .:.: ::Li;'-1-:-. •..,.. ' : '.:::::..:::.< ---:,..:....:::'-:.... :::,' ..., .„ .. :.,. .• .... . •.- . ... 1 ...... . . . ,,.,...,.,., •-..-.. -':::W;:'''..,,. .-.'•":i I :•: '.- , . :: ...:::,„„.....................,..,.., .. .....% ::::,, . .. c FILL DISPOSAL AREA. CONTRACTOR SHALL • ../:„::::, a' 0 :::.' ::- HEADWORKS,...-' ::::.::•.:::,:::: ::., '-'-:,'-:: ::: .. -.. .-::::::::- .:::-:':::---•-'-.... ''::::.. • • : 0 DISPOSE EXCESS EXCAVATED SOIL BY ;:.:,„:::„. .:..:: :,. .-....-.....,., •--..., -:::,.....„,., m CONSTRUCTING EARTH BERM. BERM 4„, Ar Air ArdAl ••:'-'-',::.::.. ...:.-----............--;::::-..,::"-- ...., PRIMARY --n-::::::..:. SHALL BE LIMIT TO 40' WIDTH BY 5' HEIGHT • - --" - 1 •-• i i:::: CLARIFIER ii '• WI MAXIMUM SIDE SLOPE OF 3:1 -- - SEPTAGE REC::: E-Vtitg- G'-'..11::::.:::.' ':::.' :::-:.' ---- ' • ' . ' ' • 1 ' : . PRIMARY INFLUENT FLOW .-/ . , (SEE NOTE 2) .,..........: '-•:::::,..,... ,;:, ,,,.., 4„::::, _.......: ... ...,:,.::.:.:.:.,....::. . :, 1 Li.i.!:..„.. :......:.!:.::„:.,.s.,,.. 3 — SPLITTER STRUCTURE ... ,......„, ... • - - - (TO.BEDEMOLISHED) 1.,:-......„ .... ... ' .,,., --- ..-:--- _ • METER . , SILT FENCE .:' ' Or FACILITY .... ... .... ..... .'" 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NOT EXTEND INTO BUSH .Ke.11,/sf *f . . . . - - • •• - • • .. • . • E .i..".„.:::.....,, .,,....."..nii...,.:,:. c..:,.:....CLARIFIER IE...7..iy.... .,.......: .,.......4.::-.-:':::..,. -.:•-:...:-...• .... , :.., ... . . . • • - . ... .. ......... .•:.... ...... ... ........ .... • • •• ••• . AND TREE GROWTH AREAS. .:: 00/0.-' .----FILL DISPOSAL ! i: li," 1 . - - - •* • • • ---, ••••••.. -:..,.... •-•... .. . NO TREE OR BUSH CLEARING ..J -AREA i :i',1 1 .:. .. :,... tiej410. ::-• ::::...•:: i....... :.i.::. :.•r:::::: ., ,,.... „., .... _. •-• -...--..-----. ---•• • ......-- ....••....- . ... . . ,.. TO BE UNDERTAKEN. -• ::: *-•://,1 r . 0:. --.. - ... ,.• ,.- H: #000i 1- ',: ::::: •....0 FILL DISPOSAL A ....:.-: ,:::::::,.;...,. ........... ,..::::::-..,. , :::,.:: CLARIFIER ., ,:..; . . ... • tl ii_ ,:.:: I 0 AREA, STAGING & 0 :::. .- „:: . ..„.... . ..:.:. '.):... ....... 1 , .• • .. ... ...... .,, ...,.... ,....... • - .._:. .:-.:::::: . ---.::-..... .....-.... ... -. ...:,... . .. . .. . . . .. .. . . .. .. .. .............- ... ,.......i.,.....-:,...:... ., ........ ...i..„ .... .. .i... 7 li'lli . • ..-.... ,.. . , . ----.... :, . .. ...-........- EMERGENCY ACTCEESA*SN..,6CuOsNET.:2CATc0611:7SsH.AcLL011,4NATI.NT6AtR.EtISHTAILNLG' .---.----.::..ii:...:•..::„.,,.:: „.,. . j.............,,::,:..,..,.:::-...:--•' ..,.....,."...-,.:,.,.:..,......,11.-,. .:..:,,,.., it.ii...::::....:::::,:::iii.:: ...,.....: .:::.iii.::::%:.:..:,,::::: ::. ,..,../ --, ... . . :1.: :.!,1'',:',-.l,P1::::.:....°-'::';...'!..:*:::::';':-'-::',i.:•::;.:il.-•.:'!::1 -- •:.:. ....,:.:„:„.... .... ACCESS : :: l• I 41 c 1 _ ________,,,___Air ..:,:::,. i H i i • • ..... .:.. .. :•.-.-. : ::.,:... ...„..... f. - * - ----:.,•-:-.- .--. ...:..,••:-:.›.---::::.:- ...... ... ..:-:-•-..- - . . ........ . . ... ...... . . • ' . • - - - . • : :.: -.•• - •.-..,-.:•.••":::::•-•-••-•.,..:::::.-•" ..:.- ' . ..- . - ... .. . .. .. ..... .. .........::i.:...:*•:.-..,:.::-...-.....i.,:,-.:.!--", _ ...„, .......„ , , . „• . .- ::.-.7.1 . .„. ..., 411 49r 4, :.:.::::, .:::::. .r.::.:..... ......". . . :.:.:. .. , _. "••••■■•. ■■•11.1 ': ,, ...................,....................... : -. CONTRACTOR SHALL INSTALL TEMPORARY - : ..- . . • ...-,.......„.... .. . .. :-. ......_. .........--: ,....-- .. .,.... . ..:....!::::-..:::: - - ........... ,.. . ...-_.., .. ...........---- :...... .-:::_:.-/-.:-- -- • - SILT FENCE '':' . i • :- :' CONSTRUCTION..FENCE TO PROTECT PEDESTRIANS ....-- ••-•-::.::•-•.„..•-• ••---.. •'-• . „ ....:' ....:_.:.. ..:-:...,:,... 2.- ••....„ •-..., .. ' • .. .. .. . . • ,.:,:...:,..,.. . -,'• ACCESSINQ-CITTOF TIGARD'S TRAIL SYSTEM - . ...-.....: .:•• . .. . . ... . --..... ...,...:..:.... ........ . ..•::::: .i i.i•-..:.J.:-• 0- -: 11, :' ::: .: ' .., ....::„..,- ..:..„.„., ...,.... .....• .,. . . . . . .. . . .. ''.:'''' '' '."' ":':'''''' '' '''...:.:' :::''. "''..7...''... „..' ' '.' “ ..,.'.:, .. ,... .„ ..,: , „. ...... , , ,. ,..„:: ,,....... ,,,.. ‘,„ .,,.■ . , . ,:.„:E:::::::/ : .. .' ..'„.., •■..,.. ...:1... • .....:'::.''. /.:... ,..• .,/' , i:I; 1: i '. ' .: : ''':' '.■..:' ' ',', ,,.. ::. . '..:.: „ ..i; , ' '.:,:. '' ' ''''''' ''' /• '... .:'''':l'i::. ■.:. ADMINISTRATION..... -••••:---- •:::'-:-...-",-- •-•- ••••••••-- •:---:---• •-•- ..,.... / ..,.........:. .: 1' :•. ---.'.-.. -. • . • - . ..- I: : .. .: - s.•••: •:::: HR.:-....... ..- .... .. .. ... .....„... .. "...... ...... .. ...••• - ..... .,:,.....- .......• .,,.... . ..... .-- •••• •-• . .. . . , .. •:::. ••'..,, . '..r••-,-:•...... -• -... -••.. •... --....•:-.. -..•:„.. : .::: . • 1 •:•: 1' -- :: --• . „. . . . .. ,j, ::: •:i ---.. - •:- ACCESS W/ NEW CONSTRUCTION:::::::, ...:'-'-.....f•- s.::::::::::•••- •::::...... '-...ii.:.:.::.i:.:;-.... ••••• *-:•... -•-::::-....- ....' .::.-....-. ..•. ....... ::.:: .•• .. . ..,-',...-:,••,:. F11....,0111.)0SAL Aga ''' : :-•-•:.•••• : GAT(AND CULVERT •-•::.• ... .• -•• • - - - - - - .. • - -• - -• -...........................--- ,.....-• •:-...,.... ., -. ::: •:: oor ARetkisTAacie ...—rti---!;;I -:::::: ,.., -, •:: -::,.. . . .... .. . .. .... .... ....... -- . .:.::::„.i..,..:.„.:...::::„..... ..,:.:.i..... „._ ..... DIGESTER • -:: :: , - ::1 1: '':,: c : _ 1,1, CONIPLEX a NO2 .....-----"."-----,-... '---....:. ../ 4 - - - ii °P .-. 1 :-- ' ':• ::---' - ' INLET-PROTCTIQft :::....'' 7, cn r 11,41 ...:::•I'':,. : ...i..: , ,..n."--• ) co ../ I _ . . . ........„... ,..... .. ....., :.:. ...•,. ..-:-...---, -,:::,:::.-... - . .........:. „:, ,..: ..: ... 0 ... .. .:.. - --- , -, - .. ,...:,, --.....-...... . .....-.:. . : .... --Pr - • -- . .-, ,:--:.:i: SHOP NOTE: u) . :.:::• a. • - a --:'••:-•'••:-•••:::•"- J ,.\\ ...:. , ...‘.: . .,......... - --- - • , :: --• .....,.... :. .. ...:..:. . 1. CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITY WITHIN THESE BOUNDARIES. c'S , , :: ''---... ,.." ODO7 • ,,, ROL ::''..-::::: 1 ..,,' .:,....,.:::...,,.... ...:::::::::-.--,.... .. ...-:,..:::.:.,.. :..:..:..,, ...... ,.. .: ..... .n ,:. .. .....,.. . :.. ... A MAXIMUM WIDTH OF 110 FEET IS ALLOWED FOR EXCAVATION AND SIDE CASTING / • ?` .- . ......, . . „ . .... I CHECK DAM • . •::-:: ...:::::.:-::::': :.-1:::',..:-............ '1 - ------------:-..:. BI Iv iis CB) - .. '.,.:. .... -:.:-.. :. ::. .-..:,:,i::. ....:,...:.„:„. ..,::...::: ,.. .. , .. . .. ... .. ...:. / .;. - (SEE SPECIFICATION 01570). FOR MACHINERY, VEHICLE AND PIPE LAYING ACCESS -0 ("TYP) !1• ...:-.::;.:•••• '-'. ,:„.,..,..::,:::;.:.-.•:.;::::::',--.. . ::::...1...:. : .. ..,. _.. •'-:-•:::..---* .:: WITHIN THE WETLAND, THE CONTRACTOR SHALL NOT EXCAVATE OR CLEAR THE I • • -*----- '•:-:-: ••:-- ----"--.. ''''•••-•••-••••::--- :•'-'• "••••••• GROUND OF VEGETATION IN ACCORDANCE WITH CONDITION USE PERMIT. REFER al •••••:.-•.:::..::.,. :, .. .,.....,.:].... ,......-,, ......,.:.,.......:., ..,.:::::....::.:::::::./ 0" •'•'•' ----...: •-••-• --*•':::-' -:' .• ..., C ALSO TO TEMPORARY EROSION CONTROL DRAWINGS 000-C-074 TO 000-C-078 AND 0) : . "".,.,,.. '4* / ,..'.---......:' . • .',.::::! :1,1 i :.-1...11.'] ,:: SVV. :135111:AVE::: :::,....-,.........,:..- LANDSCAPING DRAWINGS 000-L-010 TO 000-L-017 -u).- .1 -:-.EXTENSION n ::..-.-7 ''.._ -- .,....-':-..:-::.::.....,1:-::-...:::.:•:-::::.::,:.: • - ',:„.iii.... .:--' (I) ' „ :,.::::: 0 111W 211Will..,j INFLUENT 4,. . ..... :::. '-: ..." ... „..::.:. ., : ::: : (BY:OTHERS)...-.-.....----.' :......:,.: :::::....-;--::-.i.::.,..,....i..::::.--- .,::::' 2. SEE DRAWING 000-G-004 FOR ADDITIONAL INFORMATION REGARDING THIS AREA "- willin• PUMP 0 ,...1 maii. '-.-- --::. /,' :i.:-.::, -, • : ,..::: ... . :,.: ili STATION"''---'-' .... ,... -.-... ...-.. : . .......: .....,,-: .....,:. ..,... .....,.......:..,...... .r... EXCAVATION : '..... :::" ' _,. .....:„.-„,,,....:-.....:.:.:„ )11.- MIIIIMI1111111 --.. ..... • • • •' '•:•'••••*• : ::CONTOUR-ELEVATION-126 •--, ..---....--- ..-:: •.. • ..-• . as (IPS) I "Niniii•-•--:•:::•• I -•:. ...--------',. .•:••:: •:: „ LI. ..::. . . El ii.,.: •: i:ii •• • - Ar .... .:.:::::., ........(10 Q:...Y.,..EAR FLOOD LEVEL) co '.....,.--:: '''''7*-'-'--- ---*--"--,..„...:.:, - I ......................: . . -E • •::: .: '....: ,,,::: ..._....., . . . . . SILT...FENCg - ., N: IHI :i t/ INFLUENT „ LEGEND . .......... , .. :..,, .-... SILT FENCE J ,- -.••.. ....,.....,.::::..ii:._, ...1..,:.::::............,, ,,,........,:,..,,„r,, spL*IT.. TE/R 0 F.,•::::•:::.:.:::•*:;:::... :;:. .„...,..:„. BOX (ISB) "•:• '-• " .. ..• ci) ,..1 1 - :•'''• i--...r■ :.„..., ---X X.' SILT FENCE I : ' SEE NOTE..1 '...•'-- .::•:•.• :::::•.,-:::: • --. ,.....:-.......:,- ..• 60" RS .: :-•-• -.:-.:. ........... -/ ...• .. :-• r.... :. * • •••- •::•• • - --: ...::NIPE ..— - - l::-:-:- : CONTRACTOR'S FILL DISPOSAL, -....... ....7. 46.. A ........7:.„,........ -...,.. :: ,:.- . : .:-., . ..-, .:. : • --- -. ...,...„.....---.........:.. . : . tz N, I '' . •-''•• ''"• ' •• ""esr."<"...:,- ;:::,:::.:::-:-.-:: :::,- --;,.:. 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FENCE ff. ., ... ::-...-:-:-.......:..,./: -......- ; i. -....%, ..:. mH---......:.E:e.:,,, .„.:: ...::::..::.,..-:..:..,,,,-....,.. ,::: :.:.„.::..: /..:.... „: ....:....:.. :i:: ,.., .. ,.. ,... ... MATERIAL PILES SHALL BE COVERED WITH PLASTIC kk,./ c*. - 74902P r--- ,0 : ..:* - - • .......„...' .,...,1 ••,....., i -... - ." 4 i --."._____.----/ / 'ETLAND .-:'• •----• .. -,-• ! SHEETING PER DETAIL 3, DWG 000-C-079.AND , ai i"---77 ...--/- ..-BOUNDARY........" ...••• ......•-• ,..... -,,,,..: :•-..: '. , :;::.:. . .,.„:,::: .....•• .....::::-: „.........::::-• SHALL HAVE RICE WATTLES PLACED AT THEIR TOE. . ORBOO ii: I 90'-0" ' 901-0" -]--, i .../ ...././ .....' .(.1-yp) ,.,_•-• /../-- ....- ..../ ...../ .:-.:,.;. .,. : . ::::, .,„:,.:..- ::_.:. :::, , .,. ,„,..,.,., .„, „ :.„: c.A6, 4 /::-.:-:.::.-]-'....'-;:.- ...-/ .../ ..::•- .../ .-- .....-"- ..--/- ...., :-:,...'' .,_.. „ .1-:- ,:..- ...:...:..,:::::1:'. ,..:::...::.' LIMIT OF TOTAL DISTURBED AREA= 15.5 ACRES :•:,..' ...:-.:.!---: •..-'• *:•...::••" EXCAVATION IN K 1%,\ ......--••••. ..•-•-- ....•••••/,..../WE T.LANb5•-•••/. ...--/ .•• ...---.: 1 : :•,.--.- : •.' .•? ••'.-:••• -:,:•-.:-•::• ..•••:::::-:- ----:(MH1) :::]-••::::" #. .• ......- .....-- ..•• ... ..• ...... ..... .. .... 1 .•: --: :-•:.- -• :-:... .-- ....,...- .... ...-- .. , .. . ... ... . EXPIRES: 6-30-05 r) ..........0 WARNING SUBMITTED BY Lc) SCALE WARG _ CIVIL SHEET: OF m in 0 14 1 DESIGNED C WHITTAKER ( ) ) M vi,, H , DURHAM FACILITY TEMPORARY DWG: 000-C-069 1 - I (PROJECT MANAGER'S NAME) LICENSE NO. DATE 6 IN ASSOCIATION WITH: EROSION CONTROL PLAN z 1"= 100' IF THIS BAR DOES DRAWN P HUNTER CleanWater Services PHASE 4 EXPANSION .@ NOT MEASURE 1n SQUIER ASSOCIATES-ENSR INTERNATIONAL CONTRACTOR'S WORK AREA DATE: 21-DEC-2004 0 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 ...................................................................... i........................................................._........................................................................ . .,....i.::. ..,.. ..,..., .,.., ..,,.:...,,,..,.::..... ,...: ..‘...,......,,,...11... ........, 7.,.... .,... :...,...::,.,.....,,...,...i... .. ...."..., . . _.....,..,....i.,.......i...,....;:........,.,....,,,,......,...., .n.....:.....:..,.:.,.. ...,... ., ,...,........,.,..i.,,...:.........,...,:,,.,,.: .,, .._ .,_. .. .... ,,,..:.. ........„...:.........,.....,...''''''''' .: ......,_ . ,,....n, ,..,.:,,,,,..‘,,,...,,,,,n,'........,....:.,...:,...:‘,':':t....-:....'-•.;:.":.,:-.sir-,'.-•'..-...,,•-.1,..:•,:::F.:::::„.:.:::::'''::"::'' . 1 ....................—jc-,,,,,,,,,,,,,,,,,,......x . .. • •. . .. . - . ,. . .. . .. • . . . .. : - . .. . ,nn:„..........,......:-......-...........„,n ,.. ....,.. . . ..... . . .• .... . . .. .. .... . • . ,.. •• ..... .. . ...... . .......... — ... . ... . _ .. ... ... . . .... •- ... . 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CI ..........,,,,,,,,,,,,,,.... .../'. .•-•-•''' HEADWORKS ...1 ..i.:::-..:. I— ....:„._ .,...„:. ../.......::::,,,,. „.............,.....,.....„:„................ .... . . . . . . .....././ ,...... EFFLUENT SILT FENCE ....,...,....,,,... r., ,. ., . , :: ...-„, . .• , - . :::.•-" .••-• ., ,......„..,.,.....- ::::.„.... . .... . . ........,......„ . . ... ........... . . . .. . .. . Q- STRUCTURE + ..........---:....--.......--....„-, ..... • • • . •.• •.. ... . • x.••••••••;-....--- 4. * : :. : :••••••, ...., (TYP) -"---...::'":000-C-078 ::::.............:.:.,...:::. , :::. .... x ••••:....., .. ... ,: : : ... ..... • ...... .................• ,........ . r".".....'.':..... -•r::::. '''' . • • • •.• -.• .• .... •••• . •"• "• •." •. .•• ...•. • •• . "• ...• ... .. • .. . .• . .. : •.. .. .. .:.... .• • . ....,...,.• .. . ...,..•.....:...,.• .. .• • ... . .. . , .. ,... .• . ..‘. ,..... ...•, ::::. .:• .. 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Nommii• so kui mow.= mi'... w• miii... =: NC:, 1.■ :II IN 1111111•■ MI MI 111111111•11=11 IN MI 11111111■1 la,„:: 111111 ...-.111•01■1 IIIII lel NINNIMMO IN•.IN 111111111111111111110 IN IN 11111111■11 I.1 . 111.1.1.... . . .1.I.... .. „. IN IN :411M V "'t r f L: 111 . Pti N ' —.•1.:,.. 7 i P. :''....,...,...-'.::::.....;":•18.::::::::::::' MATCHLINE 000—C-071 _ 41" 1 317# EXPIRES: 6-30-05 Lc) N. SUBMITTED BY Lc) SCALE WARNING SHEET: OF 0 ---N,b. CIVIL v.) in 0 14 I DESIGNED C.WIIITTAKER DURHAM FACILITY TEMPOWkRY I I ( ) ) NI IN H 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE DWG: 000-C-070 IN ASSOCIATION WITH: z 1"=20' IF THIS BAR DOES DRAWN R HUNTER CleanWater Services PHASE 4 EXPANSION EROSION CONTROL AD NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. PLAN I DATE: 21-DEC-2004 0 -) 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 • A.1 .....:''::::•'''''''.... '..'..'''''''.:.:''.'.'.''..':.'.'.''...:.:''.'*.''.'.':'.-..''.-..'.''':.''".''.'•.'':'''-'.:'... .1' . :''.::''''.'"J-(.....:'..-:':.:.',.',..-,'-.':':.'„'"::'.....-'...-...'-'.:':..-'''''''".'.-:'' MATCH LI N E 000—C-70 *A. -- -- - - - - - *0 --MINIM = MI =MIMI MI MI IIIIMIM MI MI 1111•1111 IIIII IN NMI= NO NM MIMI. =I MN IM= ,.MI NM ■=I IN=NM IN IIIIII IMINIIIM= IN 1111111111111•11 NM IINI Ill■ =MI •11111111•1 IN IIII MN MI 1111111111111111 MI MN NMI= 11111 IN I■ = MI IIIIIIIII tft . 4 .• -. ...,:. - ..... -...... .■IM NM=IN.I.MINN UM III 1111111111111111:OM MI OMNI NM IN MINNOW MI : . ... .: .. . . ; :: ... ...., ... . . ., . '. . . Ca . :. . .. . .. . .., .,. 13 • .. . • :„. 4,,, . . :.. ..- . .. : •'-•....:••••-' .. i . . •:..%"%,,, ,, .4.4 : . . . .. . ...: . .. .• : . • . 6f, . ' . .•:: ' * :' • .:' •• . . . ** , C3 :•. • ':':• 5 ji I . : ....., , , . . ... . . . ... . . 41 .• --••. • ' - :...-- 7 1 • • . . , , . : ....1 .::.. : 3,, f. I „ .: : . „, :::: , :.• ta• I . . E1 tz 4 . . .::: '.:.': .i': E INTERCEPTOR : _ Qd SWALE I :. ...,•: .: •. . ••. : . .. . (1) 000-C-071 i .: ..- -,,•-• ... ., co 1----1 = (a 1 • . . . . • a i .•.: i : • . • te 1 . .. : .•, . .•• :: . .:,.. .. Ea 1 . . . . . I x . : . . .•• : • hi , .:: •:' i • , :,• : .• . ... : :.,....• co . . . :• • . : • :• • 1 : ......... • .. . : I . . . . . . : . : RICE WATTLES I 3 , :: : :.•• , . . „ i . . . . , . . i : .. : .. .: -:. . . „ . - • . . . - , ..... , •.... , . . : . . • .... . x • (TYP) 000-C-078 •. : . . ..,. . . . . . : • . : • .,, I n I :••• .:. . . . ... : .• : : .. ,.....,............ .: . . . : ::• .. . . • I I ..: . OW • : i: : ,, . I .. . . : • . -• . x • • . .. . „. . :• 1 i..--..........'qo •:. : : : : : : : . .. : . • . . : • . INLET 2 I . .:. . . . .. .. : i . . : . •. . 000-C-079 , , 1 PROTECTION 1 . :. .. -••• ... x • :. . . . LIIIIIIIIIIIIII '., . . . , 1 . . :: • . .. . •: : 1 - . .. .: ••*:•'••:•• :. . . . . ' ,,:-.....• • : .. . '... ..•.- ..,... .,.. . • , . I I I ..„, , . -' • : .,.. •••:: : . ., • • . X . • • . • . . • :• : . . : . . , . . : . : . . ,,.. .•. 1 .•• • , . . . . . : .. .. I : .,•••.:.•],:,.. : •.:• : ;'•. . ,. . . .. .. ., • : -., I ; ..-.••••.":•.•::••• . „ . 1 • .. . I • i .; • ' 1 ', .. : I . . . . . . .. . . ' •:•: ,•':•'•• .....,.:.::., TEMPORARY 2 I • . : . . . . ..... .i.„ , ...:1. ...z.-11 . ! ---:..c.•, . SEDIMENT POND 000-C-078 1 : : . -.: • . . . . : • 4 . . . .. „ . . • ..• ..- . . .. : ., •::..: 11—,--1 1 . ... . :. :... . .. . . : INTERCEPTOR I --... ... r : .. ., . .. : .. .. ... .. . .. , SWALE 000-C-078 I . . - - .:. :......., . . ... . .:. I : . .. ••••:' , . ... : . . i----Ii 1 .. • .: : • . . :: , x :••• . . : • . . . . . . : :.• . • . . .. --.::. . ...., . ,. •,... : :: : 5 I TIRE WASH • . .. . . : LEGEND : : . . „ : . :•• .. . i ..: : • :••• 000-C-078 I • . ........ :: • • . : • 1,--, -.1 . :00.........1 : . -• .:. i . : . . . ..... .. ,. „ . I 2 Ai. .11 1 Im 1 itlY1 .... . . , : : TEMPORARY I . , X SILT FENCE . . . . .. .: . : . : : : . -. • .. .• : . . : • . , SEDIMENT POND 000-C-078 1 •:... . . - • . . ,. .. , :: : 11110-.....111 PA I . . . •... :: '''•::''..' . • LIIIIIIIIIIIIIIIIIIMINI :• - •••' :' '. rAniv; INLET PROTECTION : , ' .. : : : „ •. . . :.: : • . - -- -.:..:.-,:.,:.• . - ' .. : . : ...:• •..., .. . , .. ap.• • SILT FENCE • . .. . • . . • • , , .. . . • . . • •••• II I 1 I 000-C-078 (TYP) .. x • • - :: RICE WATTLES . .. . . : :: :' :: : • - - . . 1—.......1 . . : . ...... : . : . : : • . . : , INTERCEPTOR I I .. • • ••• : . 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'' '?''' ; .I EXPIRES 6-30-05 L•: . - - - °+'` - ': _;: in c , SCALE WARNING SUBMITTED BY - CIVIL SHEET 73 OF 000 cn 0 16 1 DESIGNED C. WHITTAKER TEMPORARY o I + (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: DURHAM FACILITY EROSION CONTROL DWG: 000-C-077 z 1" =20' IF THIS BAR DOES DRAWN P. HUNTERleanate� Services PHASE 4 EXPANSION o NOT MEASURE 1" SQUIERASSOCIATES - ENSR INTERNATIONAL Out commitment is clear. PLAN 8 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 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 if* CONTROL REQUIREMENTS. POND AND OTHER EROSION CONTROL MEASURES SHALL BE INSTALLED EQUIVALENT TO ATTACH FABRIC TO POSTS. STRENGTH FABRIC USED ta PRIOR TO BEGINNING ANY EARTH DISTURBING CONSTRUCTION ACTIVITIES. 69. 2.THE IMPLEMENTATION OF THE TEMPORARY EROSION AND SEDIMENTATION 11111`o CONTROL (TESC) PLAN AND THE CONSTRUCTION MAINT NANO WATER R NTAINING SEDIM NT SHALL NOT BE DISCHARGED INTO ANY I I '�■■"""�"'�in 1 A. E E, ?. E C O E .�.......���m.. ta REPLACEMENT AND UPGRADING OF THESE TESC FACILITIES IS THE SURFACE WATER MANAGEMENT SYSTEM, WETLAND, STREAM OR POND I 11=11 t` RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL WORK IS COMPLETED WITHOUT FIRST PASSING THROUGH AN APPROVED SEDIMENT FILTERING I I I aj THROUGH THE NOTICE OF SUBSTANTIAL COMPLETION AND THROUGH ALL FACILITY OR DEVICE. I I GEOTEXTILE FABRIC z C3 PUNCH LIST WORK. PERMANENT EROSION/SEDIMENT CONTROL I I 1 '5 0 FACILITIES SHALL BE MAINTAINED BY CONTRACTOR FOR A PERIOD OF 8. EROSION CONTROL MEASURES SHALL BE MAINTAINED AND AMENDED AS @; a. ONE YEAR FOLLOWING CONSTRUCTION. NEEDED THROUGHOUT THE DURATION OF CONSTRUCTION. ( I ::::l �' ill 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 1 _ — ea SHALL BE CLEARLY FLAGGED BY THE CONTRACTOR BY A CONTINUOUS OR PERMIT TO BE DEPOSITED, MUD, DIRT, ROCK OR OTHER SUCH DEBRIS _ �� ■•_ — — I=III=III= .. II *ft LENGTH OF SURVEY TAPE PRIOR TO CONSTRUCTION. DURING THE UPON A PUBLIC STREET OR ANY PART OF THE PUBLIC STORM DRAIN AND — II—III- _III-I �a::::; _ E CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CONSTRUCTION SURFACE WATER SYSTEM, INCLUDING NATURAL DRAINAGE SYSTEM, OR ANY I-)IImo)IICI((-1I(-1II-1II-1I1=1III IIIli IIIII IIIII �II(,;,III III III-1II—III 1.7.111.= ��� ��� �� iii—���—���—,i�—�II- E LIMITS SHALL BE PERMITTED. THE CONSTRUCTION LIMITS SHALL BE PART OF A PRIVATE STORM AND SURFACE WATER SYSTEM THAT DRAINS I I -=111---:-fin Z _ 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 - 69. ANY DEPOSIT OF SUCH MATERIAL SHALL BE IMMEDIATELY REMOVED. I f POST, SPACING MAY BE INCREASED N VI to 4.THE TESC FACILITIES SHOWN ON THE DRAWINGS ARE THE MINIMUM I—I TO 8' IF WIRE BACKING IS USED BACKFILL TRENCH WITH V CD 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 u) 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 1 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 ALONG A LEVEL CONTOUR FILTER BAG WITH bc't4‘°.'. DEBRIS TRAP \j, ;..,,.�. , AND BYPASS 1Y••1}I t�i j%1 t 11:'1(:y SURFACE AREA DETERMINED 4' MIN. Ity�;'° t�•' , AT TOP OF WEIR ►i ...• 1�.• ' ' rt.•r ♦Ott . 1' i.r REMOVEABLE 1' MIN. OVERFLOW ;:ii:V..i'�`�'; 'V � T 5 ' 4`•..rt # CATCH (HOPE PLASTIC 4�1.•r.�•r.�f.�11!!1• I 1 Ang;&-cil:Wog"":.- - `•''�''�'"`'� � TBASIN OR FIBERGLASS) • +' FIRE ROLLS 1' MIN• � �/.C�� =.`' ,� i�f=414.1-vi a.t!�*t 6,.1. ..ta rerL. fi r.t+•+ . • .. • :. 1' MIN. 0)..,:: ‘. 4 f. •'.• �� ,^ • • • • •i •• •• • i i ;•t fir,.•�• i •/• G • 4 •� . ` .•,K .• 1, .• •,Pi.-::' .,.. LEVEL BOTTOM •9� ,,� _ RIPRAP .::,'*;•,*:•!::�:- SPECIFIED EROSION (TYPE 1) , +.`' `„ t''` CONTROL FABRIC ► FLAT BOTTOM ' ` ` -'' 2:1 MAX. SLOPE , '''.••;:i'' 3/4"-1.5" GEOTEXTILE ?p, : _ WASHED GRAVEL STABILIZED ��- DISCHARGE T O VO:'''s,� . ._.�.-- -..,_, I I I ,NOTE: TRAP MAY BE FORMED BY BERM OR BY CONVEYANCE, OUTLET OR I III PARTIAL OR COMPLETE EXCAVATION LEVEL SPREADER k INSTALL FIBER ROLL ON , • SLOPE NEAR TRANSITION =I Fill 1 1 1_ z SUPPORT CROSS SECTION TO A STEEPER SLOPE 5 FRAME TOP VIEW 4" MAX • FIBER ROLL 8" DIA. MIN. (GRATE NOT SHOWN) 2' MIN.I1IIII \/ 4f (TRAP) 6 MIN. --I _ , \ (HOPE PLASTIC / /�/,r�J, �,. OR FIBERGLASS) - \\\\ �i\\\///\\\4' SUPPORT FRAME -I I I I I I 1' MIN. DEPTH OVERFLOW SPILLWAY I I III III III III 12" MIN /\\ , GRATE I I III III III III '�'�t%C�DaDC�v d-� ��v �-.--�,�U,� III— III III III III 111= . , )(4"x3/4" WOOD STAKE tB4 BYPASS ��QaCQC7 �Q, � p � � C��L----44/ I V 48 MAX. SPACING FILTER LINER I gic> 11f ›.C�Cy[J( �Cl�QC>�Q I 1 INTERCEPTOR SWALE 4 SUPPORT BASKET �°°- ° =QLJ tD ` i° CI U \-, I I MIN. 1' DEPTH 3 NATIVE SOIL OR '•• • • • ' • ' • ' � • • .; ' ROCK RICE WATTLES � �- (SEE NOTE 3) r •• • : • • r • •• •• • • • • •• 2 1 1_4 R O C K VAR 3 11 MIN. COMPACTED BACKFILL • ' . •. • •• . " IIIII. .--• NTS I I I I '. .. _•. . . • •. . .. � I �- VAR I I •• • '•• • •' • T MIN. 1' DEPTH 3/4"-1.5" i - I 1=-1 1 1 I 1-1 I III I III — WASHED GRAVEL GEOTEXTILE = I I I I I I III III I 1 ST aP E TO DRAIN BACK TO WASH ,..12" --. .— 4" MIN. — (SEE NOTE 4) NOTES: _ 1. IF TEMPORARY SEDIMENT POND BECOMES FULL ao c DURING THE CONSTRUCTION PERIOD, THE A CATCH CONTRACTOR SHALL REMOVE SEDIMENT AND ► t BASIN NSTALL NEW WASHED FILTER GRAVEL AND ROCK. _ '` A 2" MIN. --.-- I-- IMPERVIOUS RUN OUT AREA; ALL SEDIMENT AND DIRTIED FILTER ROCK SHALL EN GRADE TO DRAIN TO WASH b FILTER LINER to BE REMOVED FROM THE PROJECT SITE BY THE ER SIDE CONTRACTOR. ■ E VV SCALE: NONE Efe f \ - t NOTES: *ft & 1. High capacity inserts (Flogard, or Equal) are available in sizes to fit most to 50' (MIN.) 9' 16' (MIN.) 12' industry-standard catch basins. Custom sizes are also available. eft . . . .. w .. e 63 TEMPORARY SEDIMENT POND 2 CONTRACTOR TO PROVIDE 2.Filter support flanges shall be constructed from stainless steel (Type 304). 69 .0 DIRECTION OF TRAVEL WATER SUPPLY TO MAINTAIN Debris trap shall be constructed from either petroleum resistant fiberglass E NTS VAR or HDPE plastic. co c °' 3. Filter liner support basket shall be constructed from a biaxial geogrid with cc; r•.,•,a �I• :0 a minimum ultimate tensile strength of 900 x 1400, as tested in accordant: ti 1% GRADE ►� a . ,ad•�'' with ASTM D-4595. • 50 (MIN.) - •., . _ , r.... 4. Insert liners are available in standard depths of 12", 24" or 36". Custom (v d• s•s a�. 0•�/�1�1aA Z to NOTES: _ N • `" liner depths may be specified. ft N 1. CONTRACTOR TO REMOVE N 5. Catch Basin Inserts shall be Flogard "High Capacity" liners, Or Equal. Kristar vor ACCUMULATED SEDIMENT Enterprises, Inc. Santa Rosa, CA (800) 579-8819. � FROM WHEEL WASH; CONCRETE .t PRop 0, MAY BE PIPED TO AN -*5 BARS 112" BOTH WAYS ��` i Ne `�/ APPROVED SEDIMENT TRAP. 2 O.C. BO WAS �, C� � 403. CRUSHED BASE COURSE � 740 te 2. USE GEOTEXTILE FABRIC FILTER FABRIC r iii WITH AGGREGATE FOR A AS REQUIRED INLET FIL TER BAG FOR DEBRIS 6 • TEMPORARY TIRE WASH. VAR ■ TIRE WASH 5 ��y H ,'13y`� "'"'IN OA NTS VAR EXPIRES: 6-30-05 Lo c SUBMITTED BY SCALE WARNING -�, CIVIL SHEET 74 OF LO 0 1� 1 DESIGNED C WHITTAKER TEMPORARY DURHAM FACILITY DWG: 000-C-0 7`8 NONE IF THIS R DOES DRAWN P HUNTER (PROJECT MANAGER'S NAME) LICENSE NO. DATE INASSOCIATION WITH: EROSION CONTROL Services PHASE 4 EXPANSION . NOT MEASURE 1" SQUIER ASSOCIATES - ENSR INTERNATIONAL our commitment is clear. `�' ON 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 INC PROJECT NO.: 4969 . MAY BE USED SHORT TERM ,-;•-:. ----_-=-_-_=.-,,,.-... ,//, '''-:.'.• W/ UTILITY WORK AND W/ .., „-2„-,,,,,,4,-,•:. • /...-- IF/r1.1., , PHASING OF DEVELOPMENT ' 'i •,/,',%•' -, ,/ :11111„11.9,jos,11,1:1 it /'-e,, .., ,, ' 4.,//i',,, .':#0.4,4//: ,r1EiV-..- 7.--sararlifi-itlla; ...,, ...., i ,,,, ; „i:1414,::;;L't: -.............;..... IMIN.'. ita..:;... 0,1 , , •:•.-;',,, i' . hams11114 10' MAX. 63 ,"s/e/1.et 4.7// ' '*,:'/' ,,,, / ■till 1111111101 -a : . SANDBAGS, OR EQUIVALENT MAY (..e. ' "-;''..',, - 1... m„, „Hi,. , . • . . . . . . . .• . ,.,....,/ „ ,,,I „,,,,If MI II' . * • . - • • • . • • • a) • FLOW •..1i;;;:::6,,.. ois•Irri!•ii,''. 1 11":PI"' L Will loin!! „mire•4,4;■ BE USED TO WEIGHT PLASTIC . . . . . . . . .. . . . --111■:- iiiiiiiisimq ,,iimullti, IF ituniiiiii 10 , 1,'.,. Aro IlItti, arra[Alt,: IA1111111"I P41111111 fib 1 . . . - ... . . . • • .- • - .• • • NSibe te- •,- Y%-•... /1, ,-,,,•.: <5", ,,,,,,IIIIIII ........•cli. Willi" IRCIIIVIllh . • • • • • . .. • • .. . • . • . '. • • SEAMS BETWEEN SHEETS MUST to, ,4,,:-.... /<01,,,,,.,,'•,', pc OIIIi, ,.41111111.1.1w ir lea ----- Or /1,,,,,,,...*//,,,:4,` j„..// ,r,,,,,,,,41,/• 0 11:1 1%111111Mtill! ---------- 4) '1.7.=•-•••.:7•."=--------- ---.,-- IiIILIMIllill... .--=•- -,--1_,--,- -- gi Illinlikil Iii , Arr•r■norw•nrm ,,,11.1!!,4.,:::74,:, te .....:!*V------ ,-........----7■7.7.-,...‘ ":::::::-----' t‘Niaiiik OVERLAP A MINIMUM OF 12" AND i.,4,!,-,,-;.•-t.,:t=4.4-..7.7",.;-_. NIIIII1i in.' , Ii77.4-a.--2-:;,...E.-1::::;ii•,„ 1,,,filifol,,e ‘r- ''. ' '!:',11-1-Fit'il.--t-z---ti--j..',.. 1 '1 —1 I 1 I I I I I --- %wawa BE WEIGHTED OR TAPED ai .:, 41P,`,./ '':*;!...-;..,.i? _ 0 4:•13_,-;i„„="1"-__;.-....--"Ereka-r--_•-i.:,: lixitiiitli,' ,•,:.;,-,...ii_.:,-.----4,=,...ttarier . 11,1114,.11,j.11t,,i '''. =1"--t-1--"2-1"..="sez-...7_" ..!:':.,q:F:=;'' itiosIttan...__---6-=••-..........r......T.,:' ::*‘;;;;:v...r...! 10,V4 ' -- - ----- .. - —: I '8 •, ....:',•.4 ' ., ,•-...,. /-,...?aii../...:::. ,/ .,.. sio',/,4,/./1,,,•, (44?) - NWIll 46 ,•• /.. /4 ,,,•-41"..,,,,,, /-4. ".,. 6) ol"" • AL R. i 1 VII 11 11;//:;,' .., z ,,, 4. 4/ v, —“AP./ / • /i„' A/4,-,`"; / e il.. l ‘, %so A •-',.: CATCH BASIN AREA DRAIN I 01 ' ",*-..;;;•'!,//' ,... "P *a , I ....- (a : 1 ,........;,. e/ mil...., TOE IN SHEETING IN MINIMUM 4"X4" TRENCH — VII 10' MAX. E ,/,/ 4• o , , /,'% tv ,,ip.'...., MI ori0141113 ta) 4" ,/ ••■ / ./ /,.,/ / . / ',..#,,,,,/". •,. / oil di OW 1 - — i......._ rIeL"-" 1. Cn ''',;' ,4/1•,/// s‘1,:**;:fc...,,i? ,:;'-*:. 111111 li Ca II Imr=li m 11111101bl N*111 vi ,.-,y, *a .:-,,c,.q, -,.. •.-, , . .iv , Tmom! te /,...";.;.-. ',.",,,,,*/,' „ , • ,, de ,,, .. ,......._ , !Rival'I I -: ii.,,,,,,,y, I ik"ts,Vh - - , v.*,....:.: --, o,,, ; . ie0:1;' !...,,A11..'' ./.4',/,;*,/,,It',.• ,,, ', ,,-/ r. . .. . . . . . . 1 Hotiii.ltii, - - - a) ,. •-/0 , ------■A ii- ii-- ii-1111 iillinit;314:11 FLOW II ‘2104 DCA , ,A • •..,.,, , -',' . . . . . , . ..'4 ' I ■II III 1011111111111 milloui" ilitiliciliall . . . . — • . .. . . , • • . . . • "111101111C Mak 1 . . ... , .. . /,p ',....• „, / 1 4**•., . . A • 4, /-.,,,,..• / ., . , • ./.A,*:,, /''.`...,'./...4% ././, '''• A /ii //.40 I(Fr.,•**, ,-, ,.,,, it'1 "...1q4": tar" overlap of bags. ,1111110111iii t — . . . . . •. .. , • .. ..: • . ' - .- .. . . • .. .. . • . . .. .. ...... • . • . PLAN VIEW /-,, /4/,' /:::1,4/■/// 10111 11E1E11 illitif'all - . . . ' ;.'/4/4*,/,/ ' ,,*:` ,,-; ; If IIIMI IITAII —1 1 1 1 — • NTS PLAN VIEW i hull 01 Iti I - .::',...',,,,- s •..,:;.,:'1 PIKIIIIIIII, PROVIDE ENERGY DISSIPATION '.0.11,iiimill . -•,,,,...,, .,:::.:filr..: AT TOE WHEN NEEDED 1,,.... ....... .. . ..-..„, FLOW 6" OVERLAP TYPICAL ! 'I-DITCH 01'T T 0 1A-1411111— 6„ . 17 ..,,,t..- •, -:,..:-...'.., --<;.•!--;.-' 111111A il I I 11M111.111.11.11 0 '1 '''....... ,■'''''... ------•4,..,...i ,'''-'-''''4.0.-.,:',:: ' ft ''',...7...Z.4. , ,,,,,,/,,, .",--;:------- /1111■11111111111111111111 p . ad ; •.. "'• `...'"•••••.... - --- ______:,..,....., 1•,....."---" •• : ::.....-.-----,-------- • . . •. . . . • ,-•••:..i.-----,!!!1.)...i---,....;,,-. .21,.....,-.10.0*.,z....-. -- •--, '-~t--- NOTES: .• 1. STAKING OF BAGS REQUIRED USING DITCH INLET PROFILE (2) 1"X2" WOOD STAKES OR APPROVED NOTES: 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 BIO FILTER BAG 1 INLET PROTECTION 2 SOIL STOCKPILE V AR VAR VAR to te Eft V/ CO .0, U, U, U, 40 69. <A 10 EA. U, U, U, U, CD E co C Le= .2 c..) ,_11) ii U, U, ea U, U, U, ea U, _ to to U, (cSa PROre U, to J:P a • # 03 4.44 IA- EA- C ' 74902 • 7-7:: V . lir 4 . LIT:15 coAi.()REGO V* % ..1 Ai K FO` EXPIRES: 6-30-05 in WARNING SUBMITTED BY o ( ) CIVIL SHEET: 75 OF ce) in 0 .1 'I DURHAM FACILITY TEMPORARY a•-• DESIGNED C WHITTAKER fin VII . I •■■• (PROJECT MANAGER'S NAME) LICENSE NO. DATE DWG: 000-C 079 H IN ASSOCIATION WITH: EROSION CONTROL 1 IF THIS BAR DOES DRAWN P HUNTER CleanWater Services PHASE 4 EXPANSION .ci NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL NOTES AND DETAILS 2 DATE: 21-DEC-2004 0 ut commitment is clear. --) THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 160 160 - EX S M H I D=S$-2 D=$S-1 • '.: _.. .. .. .. .. .. .. .. .. .. .. .. .. :. .. .. .. .. . STA=1+ 8.31 �, . .. .. .. . . .. . . .. .. .. . . .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. RIM=14.50.. .. .. RIM= 53.60 IN=14 .91 © : FINISH GRADE .. .. .. ... W . 14 m IN N) 146.2$ _ _ l OUT-1 3.96 O� 146.08 _ — �' r ,�. N EXDMH � - - - , rl o 150 EX 12 SDR I w o \ 150• . APPR X L EX 8" SS I . .. .. .. ..... .. .. .. .. .. .. .. .. :.. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. ..:.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. ._ . . 0.EXIST-GRADE.. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. _ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. - 12" SS \ D=12" =0.0111 \ L- 1 94.31 - N L 140 : UNDERGROUND C-608 ID=SS-3 • 140 UTLL�TY S11PCRT- TYP) STA=3+x:01 , RIM=134.50 1N (N)=125.60 .. .. .. .. .. .. .. .. FINISH GRADE.. .. � '' — _ IN (NE)=128.00 OUT=125.50. .. .. j81 -TS w 130 : • : GRASS w 130 : SWALE `� w ID=SS-4 (0 A=4+35.2 • ST 9 ,... IN=118.52 . .. _ _ .. .. - -- . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..,,.... .. .. .. .. .. .. .. .. O.UT. .E -1.1.7..50. .. .- -- . .. .. .. .. .. .. .. _ _ .. _ OUT ( )=115.80 D=12n EX 8" SS 120 4 ,, � 5� 120 71 12, _ _ • _.. .. .. . - - .. .. .. .. .. :. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . ..:.. .. .. . -TRENCH�S-E�CTION-.FLEXI�E�LE-PIPE.. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. ..:.. .. .. .. .. .. .. .. .. ,. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..:� .. .. .. .. . . _ .. .. _ . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. -. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. EX.-1-2.. SDR -. .. .. .. .. _ C-�01 (TO SS-14) 110 I i i i i i i i i I I i i i I I I I I I I 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 000-0-044 FOR PLAN VIEWS OF 12" SS. - •C-601 TRENCH SECTIONFLEXIBLE PIPE . - • • 2. SEE DWG 000-C-133 FOR HORIZONTAL PI COORDINATE TABLES. � , APPROX- •• / • EXIST GRADE. _ 0 . . • • U — --- _..- • --\ . o _ / : _ a 140 N ID=SS-3 140 • STA=-4+22:& o FINISH RIM=134.50 • _ GRADE IN N =125.fi0 - ( ) v� . a) . • IN (NE)=128.00 -I - ID=SS-6 — — — — OUT=125.50 : - iI STA=0+40.80 `' _ STA=0100.00 RIM=130.00 • • • RIM=130.00 IN=12 .93 GRASS : u.E1 - . . IN=3.00 w OUT=125.80 SWALE - 130 ROCK OUT= 26.00 130 I . GARDEN GLASS •• • 0 (BY OTHER) . SWALE : -- • UL I _ - D=12" S=0.0020 D=12" = i _ D-12 S-0.0020 _ ra L=38.25 L=78.13' c.) . • V 0 • 120 I i i i i 120 .cJPROpI 40IN4.4. �p Z : 74902P -0+50 0+00 1+00 1+72 �, 12" SS4p 13,1-�o PAN K P\ ,n EXPIRES: 6-30-05 o SUBMITTED BY SCALE WARNING r Q 1 DESIGNED K KAI �� CIVIL SHEET: OF I - 1 � DURHAM FACILITY DWG: 000-C-101 H:1 20 (PROJECT MANAGERS NAME) LICENSE NO. DATE INASSOCIATION WITH: V:1"=5' IF THIS BAR DOES DRAWN K KAI i M RACKOW C1eanWat " Services PHASE 4 EXPANSION SITE PIPING �� o NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. 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 ..... . ................................................... ........... MATCHLINE 000-C-106 \ „..., . , ..., . : . : , ......: : . .- . . \. ...is ::: \ \ ..... . \ . "• : : : - k . ...•-• . ::,:..S,„:::::'- :::.'•:::' \.'.. \/\\': ...' \\ : .::. • •.: , .- , ....-----.. -• - \\ 41,,:,;.::::: „ i . :-\ ...‘•-•.... ' • \,. ." ..\\ '' 0 .• il V 0 . ci . . * ':::-,:. :•••:.. N-- - ::::::: is s \\•, „,...-4,,,,,.. ,,,....-.--::::.:.:,:f , . • -.x \\ m . . . • • . : . ... . . , w • . :. • . „ . , L.L. . , . . !. , ! . .. .,..,..<-'• . \ \ • . :.:: : : :::::• ' ' \ ' . 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DATE H:1"=30' H IN ASSOCIATION WITH: z IF THIS BAR DOES D RAW N K KAI CleanWater Services PHASE 4 EXPANSION PLAN AND PROFILE DWG: 000C106 •o ' V:1"=10' NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 o Our commitment is clear. 8" DG PIPELINE-2 -, , THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION N OT TO SCALE CHECKED B TEEL (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 ............ ..... .......... .......... ........... ......„ ... :. ti 4 N, L K rr \ '4'4 t ti-4 1 L 4: ,4` , i:...,..,.,...\\.• i.. 'L Y \ r" r ,Y 3 L�\•. r:r Y `'L '4 \\ \ 'ti' 4 Y 1\NOT \ \•NOTES: lti 1 \ \4 Y \ 111 ti. Y \ Y Ps'" k. r... \ r ti ' Y • 1. EC�W 0000 G 133 FOR HORIZONTAL PI..•. WflRKPOINT TABLES. Y \:� E r:.-: \ r,: h Y • ,� ::;; ::::'"":.. f, : `::: .' ,,.♦ate.� .' :: 1•\;:`L•••,, , .t 2. 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Y y,,` .`. til`; '.4 'L 'ti'• s -'\ '\ SH <S E:DWGS 310-M-001 \ :,''L PIFSS SHALL BE DEMJLI E 4 4 s \ Y �. 142="�:`, : __�. ti.. AND 310-M-002 FOR PIPING RECONSTRUCTION.� SEE �J \ .. a :"- .. :. .:: �,L• • � `�\" 1 NOTE 3. ,,, ., :. - - '', :✓:' ,,� ` \ \145 • ::: /:,. :.. '.Y r \ tik.S: \ Lr:\ 4 r •\�, r ti \ '..r \ .•• 5 � 180 180 180 180 • N •_. -- - - - - — - — _7_ EXIT GRADE TRI AL S G XI T PIPIN & ELEC C _. . . . , .. .. . .. . . -.., APPRC�X . . .., .. . .. . .. , . . .. ., . ._ .. . ._ EGTR.IGAL.. .. . . .. . . .�. , . . . ... .. . .. .. . ._ . ..... . ,. .. . .. . . . . . . . . _ CORRIDOR • '' •EXIST GRADE CORRIDOR • SEE DINGS 220-M-001 ” I X SEE DWGS 220-M-001 u 1 :1 x 170 A[11D_,2��-11/1-D-a2_FC�R I' '� — 170 170 AND 220-M-002 FOR . I% _ ' 170•CONNECTION DETAIL CONNECTION DETAIL . _. . . . . . . . .. C-608 UNDERGROUND :. C-608 UN�pERGR�UND . , , UTILITY SUPPORT UTILITY SUPPORT _ P CONNECT TO 54" X 48" REDUCER X54" RCC !i ;S P_ HEADWORK!g : Cijr!o • _. • a. _. — ).. .. . .. .. . .. ... . . S 0.0050 •S = -0.0051 v 160 I 160 160 — _ 160 — — s 0.0207 S -0.0047 .. 0.035 • • _, ,. - - , 005.0 „ . _ I.. ., , ., ., . . :.. , „ . „ .. ... . . . .. „ . _, . . , . .. . _. , .. „ ,, „., , . ., _ 2 S — 0. cn : a °a o i .. .. : .. .. . .. .. .. .. .. .; .. .. .. .. .. .. . .. .. . .. .. . .. .. . .. . ;. .. .. . .. : .. .. .. .. .. .. _ _ c7 .. .:. . .. .. . ... . _ . ,Ca "o cv C) © .,– a �+ r © O r M O L[? u. Q . e— < r .y F— J I— _I u') ,. ..r Lt).. ..N .L?.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .._ �..W... C!) .W... ... .. .. ... . ... ... .. ... ,.. .., .., .. ... .., ... . Q "� Q a r Lj) r � r. - - . . L�.I CO W U? 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(Doc' .. : • .41411‘1111k tx ..: -, 'I,) -•• •. . (n . . • ... ....• n . . Co • ,-----• -..,._ • •. . INFLUENT . .. . • , :. . ... ... .... . •• • ---\--- - - ----- - . ,,.. . - it....„........ .: • • 111101,4tri . . . . . .. . .. .• . _, ..----- . z PUMP : : • . , .. • . ,.,.- .....--- ... .. . ..., ... . ...... (No ..• . A i , .,_ .. .54" FM (8,26) r., `■,,,,.. . '. ' . . STATION .. . . , . • ....--- . -..._: ---... 0 .. ... ,. ....--- . , ... . ,. . : . . . .. . -, . . , . ... .. 101,' . ,.....--•.' ...-- ----\ ‘ ....---- , . . . . . . - ,.,..:.,:‘,::,;:‘..,,,, --..., ,..--- 10141\ •, . .•:•''' . . .,...., _0/ „;..,, ......-- II. • • 0 •. \ \ 11\‘‘41\111\1111 N. . N./.... N: , N ,D„ . -....N:•: ... 4:p...). ii. N 414000000 it_ -N.. .....„--- . I' _ \ __--- % ..„-- - ....„--- ___-- ..-\----------- ......„-- _ . --- : , . : : .. : . .. .. ::.. ',. -, ,•,,,,, • ,, . . , • , , . , ,. , , , . . '....% NOTES: 1. SEE DWG 000-C-133 FOR HORIZONTAL PI COORDINATE TABLES. •. .• ,... .. ... 1 0 0111.110 I I I 1•1*$1111.1° 1g4.. '0 1 I III I 111 I I I I I I I I I I i •. , • .0.- .• ...* t .•/ . / to-. - .• z ,/ ..? , . , . . .-. .• . . :•••,.:-:.. ,., • .. • I . , • .S.,' ' . .,. • .... „. •• , : , . .. ..... ..:'' . .. , ...\.. ,,....,.,' '''''''''.'••••'‘''''.' '*''''''''' 1111 . . . , :. •• .:. "..\. . .. . ,, .. . . , , .: •. . , ., . 2. PIPING MATERIAL FOR FORCEMAINS IS INDICATED AS DUCTILE IRON (GROUP 26)WITH RESTRAIN JOINTS. • . . '‘. . . . . .../ ' \ IIii.1. . : .• . ... ,•.:, '':„., . `, .., ,, .. ... CONTRACTOR IS ALLOWED TO USE WELDED STEEL PIPE (GROUP 8), WITH WELDEI1J 0 INTS AND .. FURNISH 2 SLEEVE COUPLINGS WITH HARNESS POINTS AT EACH STRUCTURE DESIGNED PER AVVVVA M-11. ... . .. .• . . • IIIIIIIIih■. ...:* .:... .\•,.. :....,:.. .,. , • .. . - ,/ . . . . . ••::. ..- ..,, • ....- . ,. ', 3. SEE NOTE 16 ON DWG 000-GC-001. 170 170 , . • : : . • • : , • . . • . : . . , . . • • . : . . . . . : . :• • .... C-601 , . , . . // APPROX . : . . : • • . : : EXIST GRADE : : : . : — • • : ___ — ---- • . ......... . . • : . • . . • . UNDERGROUND v _ — — , • ' . . . . a. C-608 , .......„ .„._ ....._ . . . .. . . . . .. .. . ... .. . . . . . . . _ "c■1 ..-- _-- .-- (TYP) 160 . : • : . : . . . . . . • • . ___ •--- _..-- 160 . • : , 1-4 _ _._ __ __- ...- — • : . : , : , . : _ _ _ — .......- . : : • . H. . . . „ . . . . . . . . . .. . . . . . . . . . . .. . , . .. . . . . . . . . . . . . . . . . . . .. .. . .. . . .. . . .. . . .. . . . .. . .. ... . . . . .. . . . .. . .. .. . . . . . . .. . _ : _- c • cm : FINISH GRADE : ; (..) 0 2 u_ p z 0 , -q . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . , . . . . . . . . . . .„. . .. . . . . . „. . ....... 0 CN . . i.3 , 7 . . ■*."0_0513 0 s '17-- 0.001 S 1:. . 0 . CD m . a. . 9 — 0 • - - n., — — _, : _ --• ce) 0 > . . . • • co c) ...9. 150 cg2: ,..7:-..„ 4 co 150 C CIr-. ...-- ..,. . : . • . ar 13---- : .CO . : : • I- gcl: ...--- -(4- S V LC) . : . : . — I a. • . . : . . • : . , • . _ >, — v , : • : I : --'1= . . . . . . v : 0 SLEEVE COUPLING W/ : E . . ANIN . Li. l r : HARNESS SETS (TYP OF ?) - , : : %.” : • • TRENCH PLUG as 5'-0" 10'-0" ' C-904 . . . . m . : : , ' - • — 0 .• cli — Ill • : : : . . . . . . • . • . . . 140 (9 SEE DWG 100-M-016 FOR 140 ...1-...........-. IT : . . . . .. • . . . . . UNDERGROUND . • . . • . (D CONNECTION TO IPS r . . • . • . • , m -------*---------1 1 . u.n.LITy suppoRT (TYP) Q , '608 . . ' ...._ ,I a) 1 1 I : co 1 1 : • . . . . . • . 1 — ' il. ; . . : : . . _ ■ ' . c : S = 0.013 co 0 _ ___ _ _ o : : • . : : . . a) 0 c.) • • . . . : 0 ci u") — . . : . _ -6 cp r--- co Lo 0 + xi . . + to . . : : : : . . a) 0 co 0 : 0 or) : . . • _ E ' - 0_ : , < *r- : : • — i— —I : : • g.-QC" 2 130c° w 6 i i co,w i i i I i i i i . 1 1 I I 1 1 1 i 130 ct- 74902P r-- . . I ‘, it c.„A c• :,c.. 61. 0+00 1+00 2+00 3+00 4+00 5+00 F13, PAN K It%\ It) EXPIRES: 6-30-05 Lo SCALE WARNING SUBMITTED BY CIVIL SHEET: OF co M RACKOW/K KAI -••-• ,:*. Lo 0 14 1 DESIGNED ( ) ) M VV DURHAM FACILITY SITE PIPING DWG: 000-C-120 ,- 1 — I (PROJECT MANAGER'S NAME) LICENSE NO. DATE H IN ASSOCIATION WITH: 6 H:1"=20' CleanWater Services z IF THIS BAR DOES DRAWN M RACKOW PHASE 4 EXPANSION PLAN AND PROFILE .0 v:1"=51 NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 Our commitment is clear. 0 54" FORCE MAIN PIPELINE-1 --) 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 ............................................................_............................................. :Ir.........i.i. iiispo,..„...,........ ..„4.,:iiii...,..„,.... 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''..„ ', \ '-, ---A,... ...:- .:: :::,.. ... . .. .. , , : . - ,.; , ,,,, -„, .. . ..:: s s l s e '', '.... `,. •--.. : •• - • :,.; ; '''• : . \ ss '.. ••::.1 .: : '........... , - • .- ... . ,, .-,,i .111011'.... ,lisi :- ....r.:•'.:.:-•:. 1 . .. -.. , . , , .. •-.. - ••.-: :::::' ! ! .1..f,., SEE DWG 000-C-133 FOR HORIZONTALPI-COOR... D1N\.':A\TE TABLE0A. . - • . . ...::. \ ..: ; :.. ..-,....f,...._,. ..::::::,...:::::-."...... • ... . ..... "‘, ....:.: . ..: .. . .. .„. .... i.. „ . ... . ... .. . .. . .... •..• . ..... ., :: .. , • \ '.., .:;” ... .. -.. „ ., .. - - ' - • :.:,..:::.::::::........ . ... : .. • . .••......, v:.,,,,s,"--.. ... ,.,‘ 1,.. . . .. . . .. . .. • . .. .. : . • .,. ,,, •:-• . - -':'d':'.:-V:1PING:MATERIAL FOR FOREMAINS:::IS!INDICATED ASTUCTILEIRO1 (GROUP 26)WITH RESTRAIN JOINTS. • • . . ... \ -:•-:...:.,:-:...:..:.: .. , , .. . .. . I /CONTRACTOR IS ALLOWED TO USE WELDED STEEL:PiPsE (GROUP 8), VVIV-IWELDED JOINTS AND ..„.2.. ,.. ::::: . • • .....:::::-..... .. , •..-• ...... ,. i :, :..:•:;[. ...:' FURNISH 2 SLEEVE COUPLINGS WITH:HARNESS POINTS AT EACRSTRI4TURE DESIGNED PER AVVWA IV(41.... -.--- . ,.. .•'., . - ......- . .. , , ... .. :. -..:-:•:...:-::- ..: ...--, -,.‘ ::,;:.:. :.:. ,•:.:-:: :: ....c..,, „.„.....„.„ ..: . • • . ..:::...; -,,,,,-..-,:,•:- ...::::.:- •••.: :::. :::::.. ... . . •, . . . . . .. • , ....:: : .,:.: :. .. :: .:. ....• :,-..-..-:-..., ,. ,.....,:, . ‘,-.. ., .: . ....... . • •. . .. • . ..:':.:•.a.•-::.SEE NOTE 16 ON DWG 000-GC-001. s s • ',..-• s, ....:.....y.......::. •..:, ..i...-: „.„. .,....„,... ,..„ : :. . : ; •• .; ”: :' ... . ...,.. .. ,:'....: •'' ' ,•" ......."*".:', ' ;i. ; .! -- '''•• ' ''''',,,.. .‘ „..''...:.: :', '-',;;.,:;: •. ;.-, , ..]:•]:'••• :'•.': .. •• . -,;:-..:', .,, ;.. ; ' •:;' ': . ; ; „,,,...,'' r.:,:i:.'. :::•::::. :: . .. ... % . . ,..''',..,'.:. :,' '.' 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CONNECTION DETAIL .. - - * ..:- - - - - - - o — - — : . . . . > CC — — — — 170 b . —. — (TYP OF 2) . . 1 1 ______ 170 ce . . : . : : _.... _ . • : : . , ....„ ......- • cp U..1 ....,- ._ . . _.._ ___ — It . • . • .--- — — — . = . . - - - - - - - - ----7 Er) ......_• - - """. -...-- . — — — — ....- S = 0 600 I 1 ..p-, ........ . •• - - • - -:,- -- .. .-s--0,..00o /_____ _ ---E--) . - : . . : : . cts , \ 0 UNDERGROUND C 608 . . L.I.. co N.. • Ei /UTILITY SUPPORT.(TYP) . .. .. ..: .. .• . .. .. .. .. .. .. .. .. .. .. .. .. .. ., .. :. . .:i. . ... . . .. . .. . .. .. .. . .. . . .. . . .. .. „ : . .. .. . .. .. .. .. .„ ,. . .. .. „... .. . .. . a) - \•:t __...... _ ___ as , .er -E • . . : • : . :0) + r..f...: . . + 1... -g- : t■- . ■";° .: .. .. . .. . .. .. .„. . .. .. „ „ . , . . .. .. . . . . .. . . , . . . . , . . . . .. ., . .. .. .. .. C) - i - -- - • - - -- - - - •: -- - - s -..,-_- 6,:032 : : Icti (\I Co co :. SEE DWG 120-M-001 I cs) cc' (D:... ' ' ' cp CO .4. 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DATE H IN ASSOCIATION WITH: H:1"=20' z IF THIS BAR DOES DRAWN M RACKOW CleanWater Services PHASE 4 EXPANSION PLAN AND PROFILE ..0 v:1"=5' NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 23-FEB-2005 Our • commitment is clear. o 54" FORCE MAIN PIPELINE-2 -) THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. 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' .. ../..''.. .. 13cet •.'`..1 ., .. ...- : . ,. .. . ... 00°' .. . ... . .. . , . --....,..... . ., '• ! c „ ...,.- : . ... : . . , . . . 0 : : : . .- , .' . . . . . . . . . . , . . -- . - 1%1111144titt . •. .. CD U) • ".. ____. ----:---------- • • ., . 44 00 . :: i ., . : .... n ... ,.,. ..-----' `-............ .. :. . : .. n •• . •. . . .' . . . . . ':.,,,.,:i . • .. • '•::''::::. . : . : . : , . . . ..... : , : . . : : . , . • • tP, . . . „ .. • . , 0/0..i.". ... "-----"- --- ''•::::::::... : • ''' •: .. , . . .. ... .. , . ..------• ',,,,,,,. T*0 ., - :n I Lij 4%/111114; . ... .00' , - „ -: , ••.. ..... ., • • : . . . .,.. .. • - • ---;•,,, '.. 00' i::•:•i•:•. • . . • . „........•• - • I ,---?...2- :.:::.:.:: INFLUENT . : ... .• . ... . .... . . ..•. • . • •• .„.„...,..._.-...-... . ,.. .. ::,• :.?,- ,:-:::::•.. " 111111411 OttkII4 % ::: . . ./:-...:•- .„..,, ,..,-... • PUMP .: . : .• . ,, ... ..... . • . . .• : ... • • .....-- . : .' .. •. .. : . , .. _... • .,- .. . .• • . . . „. . . . .. . . ..• . . ..., 1 . . . . • . *. • : . . . .. . . . . . .... .... . . , 2.. -. •..•-• . --:.: • . . . . . .. . ... . : . . •..•.. • . , . . , . .... .. . .. . • - . . .. .. : . . •• . • ••••• • -.. . , . .•• ..• ., ,-- de: ::: ..:-•••••- ‘%Ilt '. N' .• . . ----- . ....... .. . ... . .... : ••••••......... . . . .• -:. ,' ;.:, .::::....., ;.::::::::::. '`.. . . .0.. 1(0;1111110°' . ''.: '' . . .. '41 I 4 I 1 4 1114 111111 •:. . • : :, / .,• e. .... ... .... . . ... ... e, .. ..... .. • . ... . . • , . . : ....... ..■.'.. • 42" FM . • . • c.. .. •. • • • ............ :::::::::::: .:.„.::::: •. . : .........:• ....... ... • , • . .:. . . . . • ... • .. . .. , :.:: __ . . 7. .. ......:::„ .„...:.:::::. .!..., . : . , . .. ... . ...,„ :.•• ::•,,,, .:; ,, ,. : . .. .,.. . . : . . .. . ........._ . ., .„.. ..... : •: ..,...„ ‘ .. . • :: . .. : . .. . ....:: „....:.......,:: . .. • . , • • •• . . . . „..... -- ,.\ • . .. . : 4s,,,,,,N .i. ..:,:i. NN , 4 ,,,_''':•,.... ...,, ., - . , • .• . . .• . - I ;‘ :•::-... ::-.-.--:::. .• . , . . •.. • : • . , : 010,• '.::-:-::::: \ -:.111:1111..,. . . „ . ''.. .• -:.•:.::• ..-'::::. :' : _ •-• ... .,.... . ... .• . ill . %. • -.. 1 . . . . ---- • . : : : • , . . . , -......-. •: . , t . ••. ..„:::.-• ;.,_..,:.• . . •• • :::::1.1'... ' . . -• . •. .. •--:: - • : , , . ... .. . ... :: .. 0 s .. :::.. - : . . . , . .. .• , •. . . -..." -. • . : , , ; .• ., ., ,, . P4111111111111111.1.111.1311°. . % ., '.', .• . .... . ... . : • " ■111%111%111, . .. \1,1k .,./.:. . . .. .. ...../"--11 111/4 h' '. .. ...:.. .-.: .:.•..... „. . . . , „, ::: . . • . . .• . • -- .. ,.'• . --------- - '.....,-. NOTES: . • , : _ . . • . . ,• . . . , _ .. .. . _..........• . „ . • : , .• ....,-- . .. . .- . . . . „ .. .• :. . - 1. SEE DWG,...:00-0-133 POR HORIZONTAL PI COORDINATE TABLES. I . • - . . . . • . . , •• . • . .. .. , „ , • - •:: ..\? .. • • --..-::::.. ::: . . :::::...:: : , , , .-. : :. .. . .. . . . . : •...... . .. .....-• . • . . .„. . • • ... • . • " .. ... . . . . •.•:.>••:. . - ' . . . „ • .... , ... , • 2. PIPING MATERIAL FOR FOREMAINS IS INDICATED AS DUCTILE IRON (GROUP 26)WITH RESTRAIN JOINTS. :::.---::• :‘• • , . .,,.. . .. .. ..„ .. . . . . • :„............ ...... , . :::.• -:: .. . . :::,....- . . •-•••• .......„ •.:...::-..:: . . 2 . . . CONTRACTOR IS ALLOWED TO USE WELDED STEEL PIPE (GROUP 8), WITH WELDED JOINTS AND . . : : . ..... • . . .. • .. , .".... :. .:•• FURNISH 2 SLEEVE COUPLINGS WITH HARNESS POINTS AT EACH STRUCTURE DESIGNED PER AVVVVA M-11. ..'"............"'.....-..‘.-i:.,,.....:..,...,...... •. • ‘... • . .... . . , ' •::::::::' "-:::::..:• . , :• . . .. . . . • . „.. • . . . .. , . : . - . ., . •. - . . . . , . , • ' • ' -. . . . • • ... . .• . .. • ••. ...: • : .. ..::„... .. ...,. •:::x, : •. :.... •. •• . .• •.,.. --.... ••.• .. ..' .. .,'' . . . . : , .. . ..±. .. : • . . . . • . , . ...' . . . . . . • --- ... .. •. .• ...• .% . . . .. .. . . ... .. .. . .. ... .. ... .. ... . , 3. SEE NOTE 16 ON DWG Q100-GC-001. 170 170 . . : . . : , • • : : . . . . . . . . . . . : . . . . . . . • . : • C-601 ..,■ .■,...........■.,......■•■■■■■4 • . , . , . . . , , • • . . . 0 ,......-.- ..-'.. '-'-' ........- ,...... wool . , . an■ 1 ......." - - - - - ,.. '''' - .' .......... 'S.,. Ill , . . . ....." ..,,,. ,.......... '......, /' , . , . , . .. .. ,, .. ,. .. .. .. .. .. ]. .. .. .. .. .. .. .. .. ..: .. .. .. .. .. .. .. .. ..:.. .. .. .. .. .. .. .. .. .:. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. EN. .. '.. .. .. ...,..... .. "'''''... . .. .. .. .. .. .. .. .. ..".. .. .. .. .. .. .. .. .. .. .. .. .UNDERGROUND.. C 60 ' ' — ' --- — ' _.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .: .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . : ...._ — UTILITY SUPPORT . _ . . _ (TYP) - - 160 160 . • • . : . . , . . . : • ,..... ......... __ _ — . . - • : I- ' ..-- • : : _ --- . . . . • , . . • . • 0 — _ a 0: .„--I 0 EXIST GRADE ___ . . . . • • APPROX - - ) 1.11 u) :0_ 0 . — • -c.. FINISH GRADE : . . • (NI _i: 0 . .u.. .. 0 :Z _ — . CN CD ce LIU --I 4:I . . : • . : . : : • . . , . .• • —• • ..". ..."."'"On 5B CD . ......, . - . . 5 = 0.001 S"V:. —.: CL WI li.I 1 1 . : . : . • . • . . : . . . 0 > • 'to cf) ' Lo E;1 . . co • . . • c 150 C\1 r. .... . . • Ca ,.....1"-' : 150 0) N— .— a...... . . : : . . 1..... -‘...4 . a) ___ : . • . + 41 : a) CI ...■ : : : : . : . : . .. . . • CO Lo -6 u) • a. 1--, .....1"' ' i•••• ......l 1 (4 W. CO W ,,," v-- • . . : • . . : • 1-2 . . . . , . . . . .. .. .. .. „ .. ... .. .. .. .. . . . . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . . .. .. .. .. .. .. ._ -C.5 .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. co ..-- -0 S)55 u_ SLEEVE COUPLING W/ : : . : . . . : . I i : . i ' . • E 7- - - - - -- - - -- -- - - - - - - HARNESS SETS-(TYP•OF 2) - -- -- - :• -- -- - - -- - - -- - .-- -- -- - - - -- - a) : TRENCH PLUG E .... - • C-904: I I= - . u) 0 . . : 0 : : ' . : • : . 140 -5: ... 140 ,'----- - —1-._ • . . : . . . . : : - . - - 0 • . : : : . : • . . W. ; : : . : : • • UNDERGROUND - : . v.....1 1 ; . . . C-608 . . • , - . . • • . a) ! .. .U.T.ILITY.SUP.P.ORT.(TYP). .. .. .: .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. :. .. .. .. .. .. .. .. .. ..: .. .. .. .. .. .. .. .. ..:.. .. .. .. .. .. .. .. .. .:. .. .. .. .. .. .. .. .. .. .. 5. I • . . . . . - . . I CONNECTION TO IPS . . • . • • • - - • • c ra o a) _ _ _ _ o . : . . . • . . • • . : . (...) o c3 u) : . . : : : 'V) 0 .. .. .. .. .. .. .. .. _ .. .. .. .. .. .. .. .. .. c\kj) PROF 0 C\I 0 0 Cr) ' • . - 404 0 1 N.4e„ /..., CL 4 tfty .:..„: .r... < I-- -J CO w 13‘c - 74902P a 130 co mil I 1 I I i i 1 i I i i i i i 1 1 I i I 1 41 4 f 'I LE c,..A c, :.: . ..._\7. 6). ,..:...) '‘,1" 1.3,v 0+00 1+00 2+00 3+00 4+00 5+00 "'AIN KN\ EXPIRES: 6-30-05 LO 1"-- SUBMITTED BY I.r) SCALE WARNING o ---... CIVIL SHEET: OF cr) 0 1 DESIGNED M RACKOW/K KAI in % ( ) ) . ,..- DURHAM FACILITY SITE PIPING DWG: 000-C-122 1 — I (PROJECT MANAGER'S NAME) LICENSE NO. DATE M INH IN ASSOCIATION WITH: 6 11:1"=20' z IF THIS BAR DOES DRAWN M RACKOW CleanWater Services PHASE 4 EXPANSION PLAN AND PROFILE _a V:1"=5' NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 23-FEB-2005 0 Our commitment is clear. 42" FORCE MAIN PIPELINE-1 n 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 ............................................................... ...................................................................... .......................................................................................... 4 i h , • Ln s I+` ti�\* t ti N . ..-^'''''' $111.1111111ftliftliallais' .* .....41111104*/ . '' IMV 9f r 'RF CONNECTION AT \\ - - 4 d INFLUENT HEADWORDS INF a� © a▪ s 4 - 1 : O „, „---- 01.13P .141k 4.,„.7- , N ... \-:: .. ,..„........". .. ...... . .. ..-...: io.$1..v 'X . �' • �' +•\.• • 7. 4 TARO • _ HEADWORKS 04 A ,. - fl BUILDING• •- ▪co ;\ / - rO \\ �\ -- 42" FM 8,26 V \ \ • . ',- CD tit A \ '\h .-/' 42"W . - 42 FM (8,26), r \ -- ti \h ,,� - 4 • I • \ , _----- 000- .---- :::::::::::. -... • ti 4 M : ti, , ..t \ .ds \ :. . ` s. 0:•• :''.' .. : '. ''''''''''''''''''' r4..:':*.:■1.,',1.:'''''•:. -+"'-r \ , ♦ - // h NOTES. / , \ 1• SEE DWG 000-C-133 FOR HORIZONTAL PI COORDINATE TABLES• • t • y i ; �\ 1` - `fit t ` . .. I ` \ h \A ::: \ tay - \ 2. PIPING MATERIAL FOR FOREMAINS IS INDICATED AS DUCTILE IRON (GROUP 26) WITH RESTRAIN JOINTS. ;4 4 .<ti '� '� TO USE WELDED STEEL PIPE (GROUP P WITH WELDED JOINTS AND . , ' = `' , CONTRACTOR IS ALLOWED O US S G OU 8), JO S 1 > + `<:' tic •COUPLINGS WITH HARNESS POINTS AT EACH H TR T RE DESIGNED PER AWWA M-11. FURNISH 2 SLEEVE COU GS SS O S C S UC U t• \ \ r \ \ r z _ t •3. SEE NOTE 16 6 ON DWG 000-GC-OO1. \t • �k 190 190 , . • •• •• •• • THE dH SECTION,FLEXIBLE PIPE , -• , . , , , , -, , „ -• , C-601 . .. .. .. . . . . . . .. .. .. . . ..•.. .. .. .. .. .. .. .. .. .: .. .. •• SRF • CONC PAD • • INFLUENT METER VAULT : - : HEADWORKS FINISH 180 180 , GRADE N. : CO .. � - • -' APPROX — _ _ _ SEE DWGS 23O-M-001:• EXIST'G RA E — o CONNECTION DETAIL:.[ TAIL CO . _ -- r - - ✓ Et : _ — -- — — 42" X 36" REDUCER r - - 170 _ — �TYP OF } , `� 170 ""lillIl. I • • : 1 —, S = o.�oo I . . : , : _ .,_. : __. . . . .., . ___ ....... ____ — . . . : : ::=6. : — -- - : . : s = o.000 . _ _ -.____ : • : Lc.Lc., . (9I UNDERGROUND ; : : : iC- 8.. . .. .. .. . .. .. .. .. .. _ .. .. . . ., _ . .. .- , E ... , „ �.� ., , „ UTILITY.S,UPPORT tTYP) Z _ o -E ` co 4.042- N - _�-- CO ....1 iiI SE0 1 d r ,��,, ' ; rn .6-.FOC • • 16a 160 • d CX) CO i l 5 = 0006 • + o I _ r Q • PROffil • Z 150 i I i i I i i I I I I I I I I i i i • i ry 749O2P id ' 1 ii: fir c..., .,. :.c 41 R„,..' + 8+00 ��� Zn 5+00 6+00 7 00 s 00 9+00 10+00 13, EXPIRES: 6-30-05 N.... u� SCALE WARNING SUBMITTED BY o '`� CIVIL SHEET: OF in 0 1 DESIGNED M RACKOWlK KAI T o (PROJECT MANAGER'S NAME) LICENSE NO. DATE , DURHAM FACILITY SITE PIPING DWG: 000-C-123 z H:1"=20' IF THIS BAR DOES DRAWN M RACKOW INASSOCIATIaN WITH. �CleanWater Seances o v:1"=51 NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is dear. PHASE 4 EXPANSION „ PLAN AND PROFILE DATE: 23-FEB-2005 THEN DRAWING IS 42 FORCE MAIN PIPELINE-2 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 --------------------------------------------- . :. - . 4. + • „,tom ` y` : .. :• h' i y 'ti:' tt ,, h ), y. •.'":,`,\ k . . 4 . . . • \ y'`�t:y• . . • • ...• -:. / ,...' .: R . •• . . „ ,....::::::......:,.(..,f.::::,.::,,...,..:,.„..,:,:,..„:::::_....,...:....:...,.<..,..:..:,...,...,,,..,,:,:.:..,.........,::::,,.:..„.........,::,:-•.-:•:•.::-••••••'.--..,•,*,,,.,,...........-._-.•,.....:,':.,.--:,•,•.**.... n,...,. . ,:.,... .,..,..,,.,,, .• . . \ a• y`•• r r r . . ., , . , ..:: .”'.0 N i . , M i h W1' 4 w: 1 *.,-..:1'...1..:..'.....'::''.:'— W "5 \ ..• . .... „ .-:. ." ".— ""' • . ' ''''.' •: .. s. . • ' . ".'• •• ' '"—..l."'".......'"'' ''''''' ... .., . . •'7. ...... . : '....' ''... .'' S.'.' .. : . :- .. ' .' .‘,:'....,......%.I. I : i ' • r! T 1 a. . ......... :. :.:' EXIST 66 SS -,, / S fir '"` ISB h I�j • h o+00 .• . - . • 1 -7,----° I- '-. .I. ..-:: 't.---I- .•-....-- '..-.:---....---4-- —:-;;;::•:::::::-'::'"-.:'..:::....„...'::::.:::::!::.. ......,....... - 1-4t.......7'...-1- . \ 1 \ ... .,1\•• .;' EASTERN LIMIT OF '` 4h•• WETLAND . ::. , h• t:T► �- 84 RS 22 a� : WESTERN:LIMIT OF ( } •''' .4 - CONNETTO MH 1 WETLAND! •. 4 :. . ::::,`..'; SEE DWG 140-S-001 hh I \ • CONNECT TO INFLUENT.::: . C 44 i ; . :..\\ SPUTTER BOX SSE:;: ' DWGS 110-S-0 1.-:•• 110-S-002;::&:110-S-003 • \ ...,.'',..,'. . • • •. - �. \• S • t • • \ .,...:: ::i:::.- . . . 4 h` t' � h 4 . .-••:--.7...--•-*-''..',..:....::-•:'::-.:•••:::•:.:-.-... \ : . . .. NOTES: \ .: 1. DWG ( -133 F . TAL RD I NATE . SEE 04C OR:HORfZN PICOO T. •\yt`'' l 1 h 134 R ,.,,,:::../ 134 OVERHEAD POWERLINE 130 W :- — _ _ 130 • fio• r r • EXIST FENCE r T RET RES O O MATCH r �- -- _ ST GRADE EXIST CONDITION r MH 1 N\ ASPHALT PUBLIC WALKWAY <t 120 — _ : DRAINAGE DITCH : .RE TORE..TQ._MATGH F:[r ________________________________ / 120 �` �- — _ RESTORE TO MATCH —EXIST CONDITION — WETLAND BOUNDARY w INFLUENT SPLITTER BOX EXIST CONDITION 1 \ ! 1 1 ao C i 110 : 110 _ o PROVIDE (2) 5' SECTIONS TRENCH PLUG C-904 TRENCH PLUG 0-904 a — _ OF PIPE.(TYf'} . _ _ - . - _ _ - _ _- _ _ - _ (TYP) - pi 100 �_ y �_. __ . 100 co . . P z h co N• Q CA U I— J W . . - S = 0,007 90 ca a) o -0+20 0+00 1+00 2+00 3+00 4+00 5+00 •+00 0 ccc-,k9 PRof a. c. 44 41..0 c!,ty 74902P r-' N it � • t o r Cfk •'• c. �V� .1' 13, FAIN K N\ ,� EXPIRES: 6-30-05 SUBMITTED BY N.. SCALE WARNING � CIVIL SHEET: OF c 0 X 1 DESIGNED K KAI H:1"-20' I I (PROJECT MANAGER'S NAME) LICENSE NO. DATE INASSOGIATIONWITH: DURHAM FACILITY SITE PIPING DWG: OHO-C-130 z - IF THIS BAR DOES DRAWN K KAIiM RACKOW C1eanWater Services PHASE 4 EXPANSION PLAN AND PROFILE . v:1"=5' NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL 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 i ; O N • i W • i ... ...N `� . ti ..- . : cS) . ... o CONNECT TO INFLUENT 72" RS (22) '� : PUMP STATION SEE �� A 4 � • DWG 100-S-040 _ - C: -i - I- ION - ISB I 0 I0 1+00+00 : = 0 3+00 t • • •:INFLUENT PUMP . 0 1 . C 11 - J - - - —{- - - - - +"--- - - :I :- - -} - - - - _l--- - - I-- - - MEM©C E -H STATION . . .@ - C - I— •�i ''�' CONNECT TO SMH 11722 \ (el, q: 1� �� 60" RS (22} 4 SEE DWG 140-S-002 4 • NiliVfir '.. D : : • 72" RS (22} -.CONNECT TO INFLUENT SPLITTER BOX SEE - DWGS 110-S-001, . • • 110-S-002 & 110-3-003 ' • • ., NOTES: :•w 4• • o 1. SEE DWG 000-C-133 FOR HORIZONTAL PI COORDINATE TABLES. ` , \ ‘'i 130 130 130 1 - `— — — �- EXIST FENCE _ _._ RESTORE TO MATCH • -._ - EXIST CONDITION DRAINAGE DITCH - _ - RESTORE TO MATCH ASPHALT PUBLIC WALKWAY - APPROX - _ _ _ _ _ EXIST` CONDITION RESTORE TO MATCH - EXIST GRADE - - _ EXIST CONDITION :• - - --- -- - ._ _ _ APPROX _ 120 120 - - A EXIST GRADE 120 INFLUENT INFLUENT INFLUENT \ � _ _ _ - - - - z S1t=# fi2 SPLITTER SPLITTER -- •- _ _ _ _ _ - RIM 11$.0' - PUMP STATION _ - - Bax BOX - _ - 110 110 110 _ 2-72" RS PIPE PROVIDE (2) 5' SECTIONS _ . - OF PIPE (TYP) - .• - 100 100 100 U . 0 CO :.. .. .. .. .. .. .. .. ._ 5 - 0.0111 "-(0 o)• .. .. .. a) co•0 • ==." (.4, 0,) .. .. .. .. .. .. . . a 0.001 f +• 90 90 00 $. __I 90 � O Cfl W u- : F.— O #.. .. .. .. .. _ ° O : Q • . CD CSi CO CI -. Q -- -: -- - -- -- -C. C4--•.. .. .. • .. .. .. .. .. > _ f/) tit. .. .. .._. . N I"- J : cU U) : . • 0 $0 80 i i 1 a i i i i i i i I i i i 80 cI I I I I co U V) —0+50 0+00 1+00 —0+50 0+00 1+00 2+00 3+00 3+50 ce\krc,.0 PROF a c3I x$ C , g # Z +' 74902P r'' � 1 W Ldp •' :.c. N.I. I' 13, EXPIRES: 6-30-05 o SCALE WARNING SUBMITTED BY CIVIL SHEET: OF 1 (p0 1 DESIGNED K Kp`I "_ (PROJECT MANAGER'S NAME) LICENSE NO. DATE HAM FACILITY SITE PIPING DWG: 000-0-132 H:1"=20' IF THIS BAR DOES BRAWN K KAI/M RACKOW IN ASSOCIATION WITH: CleanWater Services V.'I -5 NOT MEASURE 1" StUIERASSOCIATES- ENSR INTERNATIONAL out commitment is dear. PHASE 4 EXPANSION 72" AND PROFILE DATE: 23-FEB-2005 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC 72 AND 60" RS PIPELINE REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 CD COORDINATE TABLE 1 - HEADWORKS EFFLUENT PIPE COORDINATE TABLE 5 - DIGESTER GAS PIPE O cri POINT NORTHING EASTING DESCRIPTION POINT NORTHING EASTING DESCRIPTION 0 0 A10 640681.10 7620397.73 "PC1" LINE, POB, STA 0+00.00 H10 6399382 7620117.74 8" DG LINE, POB, STA 0+00.00 0 N ce a A11 640651.54 7620445.04 "PC1" LINE, Pi, STA 0+55.79 H11 639914.77 7620117.74 8" DG LINE, PI, STA 0+23.43 d 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 a ai Al 3 640592.71 7620465.37 "PC1" LINE, POE, STA 1+120.45 H 13 639817.89 7620080.38 8" DG LINE, PI, STA 1+34.06 CO 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 a °- 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 a) 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 V) 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, PI, 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$+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 (S) 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 --- ....... --- --- "-- °- C •q C 11 639249.40 7620633.74 "84" RS" LINE, POE, STA 5+91.26 --- _•• --- --- --- ,- 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 °o 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@122.00 (E)4" SPD, 122.00 (E) 4" SS, 123.00 (N) 18" PD 121.50 (S} 18" PD CWS 010 o SS-13 639503.00 7620014.58 48" PD MANHOLE 125.00 119.50 (N) 18"PD 119.00 (E) 18" PD CWS 010 b - 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 COORDINATE TABLE 4 RAW SEWAGE PIPE °' SDR-1 639737.22 7620123.91 AREA DRAIN TYPE II 149.00 - a) POINT NORTHING EASTING DESCRIPTION 1 145.00 (W) 12" SDR CWS 220 fii 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 I 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 co D20 639578.06 7620087.25 "72" RS" LINE, POB, STA O+Q0.00 SDR-4 639679.18 7619998.94 SDR OUTLET 136.00 -- __ C-220, DWG 000-GC-003 1 CS D21 639517.50 7620087.25 "72" RS" LINE, POE, STA 0+63.57 (W)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 � - t SMH-11722(B) 639133.2 7620072.25 RS MANHOLE - OUTSIDE FACE OF WALL 118.00 -- __ __ CD 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 D MH-1(B) 639249.86 7620649.08 RS MANHOLE - OUTSIDE FACE OF WALL 128.94 - __ __ ALAI i. - .. W I, A�A W 1 rr 0 y NOTE FOR COORDINATE TABLE 6: r a .__ �'� PROF T.' 1. CONTRACTOR SHALL PROVIDE PVC 1-LOCK LINED SECTIONS AND CONICAL SECTIONS CONFORMING TO ASTM 0478. „G m., `�A z COAT BASE (BENCH AND CHANNEL)WITH HIGH SOLIDS EPDXY COATING; (POLYBRID, EUCOPDXY, OR EQUAL). `� 4, '0 I. 74902P r' ni f 1 it 2. IDENTIFIER CORRESPONDS TO CALLOUTS ON DWGS 000-C-042, 000-0-044, 000-C-045, 000-C-046, AND 000-C-047. • CA GRIM �� P'q N K p,\ u, EXPIRES: 6-30-05 N. `n SCALE WARNING SUBMITTED BY 0 ``� CIVIL SHEET: OF ter, 0 14 1 DESIGNED M RACKOW 1■-.5■ `�� DURHAM FACILITY SITE PIPING DWG: 000-C-133 z NO SCALE IF THIS BAR DOES DRAWN M RACKOW (PROJECT MANAGERS NAME) LICENSE NO. DATE IN ASSOCIATION WITH: �leanWater Services PHASE 4 EXPANSION CONTROL POINT TABLES .a NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. DATE: 11-APR-2005 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. 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PROJECT NO.: 4969 / I0 It) 66 LO MATCHLINE 000-GEO-004 0 . c\, m •. ...... • • • • • . .... . • . • ..... • . • • 1•11111•• • • 111=1•1 II • EMI= • • NIMBI • • 1•1•11•1 • • IMMO • • MIME • III •MNI•1 • • NIMII• • • 1•111••11 • • III•111• • • MEM II • •11•11•1 • • MEM • • 11111••111 .111.. • NEM • • :11.1111 ,• • : IN rams ifk, • aisol • a um. . • riri • • •••■ • • .1 .1 . • mum • U. .... • • No• W U. . i .:::: ::: N. . ' ■ :.: ' : 6 • ... . . •- : GEOTECHNICAL LEGEND „ c.,, • :.: : i :: -: •• .. • .: : , : .:: •:' ; :: . :: : . ::::: . - .::- i • :- :. ,,,`, i: : 6 : • ::- ..; :: ::: , :, :,, • ::::••:::: i , :: :: - :: - : c . • . . , • . . •1.: ::: : : i' :- : :: . TP-1: 2 DEEP TEST PITS . . , • , , . EL . , 4 . . 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' , :-::: ::•:• j: :•:: . , Q) • • ' . 71 ' . • : . . 03 . • ." . . - .f n : :: ., • . .,.: :-:: \I""""" . : ' , . . . , : .. . ' s . • -- - OBSERVATION WELL TO ELEV 47 FT (4 EACH) „ : .., i; ..; . • . ri: : • . ': •:„. : . .. .:••-*: : .:: . „ :• : :: Alk ::...: . •.•• • . mu! OBSERVATION WELL TO ELEV 63 FT (7 EACH) 54" FM : . , :: : . ADMINISTRATION • : .:.:: .. : : • :. :: ' : : • . : . : OBSERVATION WELL TO ELEV 83 FT (9 EACH) . , :: :-:: : : •-' : : , :: : :)..:. : • 42" FM N\\\NN - , :::: : :„• : : • .. •i: •• , : .•:-: -:•• . : - 4000. SETTLEMENT POINT (15 EACH) • i.: :: -: : :: :: .:- : , ::: . :: •i ::::. . .. : . . • iii BH-16 . . .. , . , : • • : :: _ . : . •. • NOTE: .. . • „ . TOTAL 20 OBSERVATION WELLS FOR • . • :: 1 : .:::' : i, :: .: :: .::. ... . . :. • . :1, - ::: : .. . IPS, ISB,AND 42", 54", 60", 72", 84" PIPELINES. •::::::•::•:::: :" : : •::: :." , . , . , . , • . , , ..• .. WELLS INDICATED AS "W-X"AND COORDINATES ::. :: r . • :::: • •. .• • . :: : • : :: . :1 *: .: : 1 :. . ::-. • .... ::: ':::::: :: : :-::: .:::::::. • • .„ : :. .-•:: : ::. ::: ': GIVEN ON THIS DWG. ::• :::: •-: : ,i.,:% •• , , „ . ., : : . :.: DIGESTER .•::. . . ::- : : i - : :::, ::. ,;:.. .. :::: . COMPLEX : . , .• . : NO:2 . • . : , „ .:: • - :: : : ;:• : ,.. ::: . . . , .• :: . • • • ' . . ::i :,,' : t ::. , •. . • • * • , :::: 1 ' ,H 1 :‘, . OBSERVATION WELL COORDINATE TABLE . ::::: • : :::: . t . : : : . .,, :::: ::: ; . • ID NORTHING EASTING TO ELEV (FT) : .„- :-: :: •: : : :: ::::: : \ , ::: : ::: -: •': ::::: :.: \ , •:-: 1 ::.. . ,; . : :: ; W-1 639757.36 7620105.35 47 • • • , . :::: - • . ' , . . .: W-2 639652.30 7619972.97 47 . • , :, :„', .. . .. ....• • • . , .4 . . :' 4 . 4, : • ..: , , • ,4 4 '4 \ . . . : . 4 \ W-3 639664.44 7620072.37 47 , , ::: , . • : ...:. . , : : . : . : . , , N ;' . // • \N' :„,..„ W-4 639679.82 7620166.28 47 .........-4 . . • : .. • - • ,:„." ..„.,-,., : ,. , : : :: , . .. - , ,: „ .. ..:. ,. , , • ,' „ , . . . • : . - 4 , .. . 4,...., • . W-5 639739.97 7620105.66 63 , . . ...:: . „ : : . / . ' W-6 639652.60 7619990.37 63 : . • •:::-. BH.,8 * . • . •::•:.. : • W-7 639676.36 7620085.04 63 . z : DECOMISSIONED . ,, . '.:, ..• . • W-8 639679.52 7620148.88 63 • :• - . .: .. . .• • .:- . • .... • W-9 639499.41 7620035.33 63 •:: 4, • ::::.: >i_ 4:: , ...::.:. : :,.::::_..:::.........................,::,,‘: ,,,\...!, ,::, . ",,,,,, ,,, ,.:, . / % • , , . . - : , : .., :. • :: ./ ..: : ::: : W-10 639489.67 760079.72 63 . : . • •-:::-. . . , :: --:: ‘ \ : ::: • : • - , - IVNIv-12 663:65709:2239 760134.89 63 ::,:::::.-. * : :::: ...1 • :: . OW-1 . : / 4 ; ':1•::: :::'..: , ,, . . . • . .: .. . . 7620184.18 83 • MONITORING WELL L681.p2 • ‘ : ,, ... „ . „ W-13 639563.28 7620078.62 83 „:,..... . .. . . . „ \ ' • . . : ... CAP ELEV=152.30 . • . • - . CONTROL . : :::: " ;Ifk*.\\;:: : - •::1:: - :-: .::::-: -I ..:-::'.: \`‘, -:.„ : • • „ •i•.. W-14 639444.24 7620068.76 83 : liel . i . BIOFILTER : .• + : : , , • , • : : , . : . . k . 66339946319 7620180.10 83 • , -.: • BH-9 • - • . : .....,- ' •: • „ W-156 7620343.51 83 : . . . ' X., - -,•-•....-, ''s,„ .;, ...,....,-, ..:,:.„„,,. . .. : - , . W75 MONITORING WELL. . • • ' :.• %, : . . c : . • • •.... . .•• .- W-17 639325.13 7620491.13 83 , 0) : •. Ali,- ••••• ' C' '. LEV=156.12 - ::. .:•. • : . : : ..: • : : . . .. . .. . .. NW + :' .' :- • • W-18 639270.47 7620628.26 83 Lcil" • . :::: L:\ ,-- • . , : : : : . 0 : It le , . ::: .1i■i-8 i :: : " ::...::: W-19 639279.10 7620063.93 83 9 - . ...:.: : . • '0 .--- -.''.'i-' # .'''::. : : :: .•: :,*.i . . • • ----"-■• •\•,.:...tr.,... ilc-- MN 11. 11111111,111,1111111111teP ' . . •. : W-12 :••:: • " : . -:. W-20 639180.68 7620064.44 83 ow . • . , .:: . -: • .. • . . . . . .F., '• ''',... :: ** :: ::::. 441‘174.*: - •:. .... , . . . :.: . .. . .:.: • % INFLUENT PUMP . - ------- - 5H-1 ' •:„ . .. . . • • • .: STATIONIIPS) . (5r- DECOMISSIONED 9 . : ... c . . :. :::: : ::::. . :• cm ---.. . . . .. , .. . . : rk • : I." - - : ::-: CO Mii F ,. ,„ . • • . :•. • . . • ocu .::: „ • . : : :.:: i 6 . . :.. , x'AP.6---\\ *---\\ 1).- -ll w-7 . . • .. :. . . ' ' . ' . .. . . „ . . . : . : . : • . . . ' . 0_ • :-= a • - :':::::-::::: a) , : :: BH-13::::.: ' _. . • - . '''' . i• -. '' :: u. : E 1 i . • i : : MONITORING WELL L59089 : •. o ca . .. . „ . . . .. :: -E CAP ELEV=131.21 - . . . :::::::::•-: . :::: :- ::::- = ' , "• . u) • . • ' : ::: : a) • :. : : : „ :::: . „ : • . ::. :: .-:: . : -: ic) • . • . .: : : • : • . . . . cf)I :-.-::: BH-4 : -• : :: : ::. . : . • MONITORING WELL Le8200„ . : : - : - ' . . • : : : : . . • • • CAP ELEV=,130.97 : .. cl . 2-72" RS ....-.4. --- W-1 .• • 1:•• . . : ca •. a) . • : 0 • ::., . : . • 'f). • . , . . : - :: :: . • cc,c4,S) PROP • .., • • Imo. • • mom • • mom • •. mow Is ei mom Is si um. • a immiN ii • aim • • 1...• • . mow a • Imo • • mom • • mini • • Immo • '• N.. • • Elm= • • Ems • • mils • • Imo • • mom • • 'Immo • • imm. • • aim. • • I= ' lir= • • ININE1 Il a Ilmo • • Nom . • ....• a • ow= al • um= • • Imim • . loom • • a. , C. G Lcb 5 -7 4r# S Z 444 9 6 MATCHLINE 000-GEO-006 , 74902P'1 1--- * '4 LL w , 4.1? 13,15 LO EXPIRES: 6-30-05 1,-. SUBMITTED BY Lr) o SCALE WARNING -,t,,,,% GEOTECHNICAL SHEET: OF v.) SQUIER in 0 X 1 DESIGNED ..-- I I ( ) ) M IA/ (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY OBSERVATION WELL LOCATIONS DWG: 000-GEO-005 6 1" =40' H IN ASSOCIATION WITH: Z IF THIS BAR DOES DRAWN K KAI CleanWater Services PHASE II. EXPANSION AND SETTLEMENT POINTS .c) NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 23-FEB-2005 0 Our commitment is clear. PLAN 2 --) 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 ................................... CD MATCHLINE 000-GEC. -005 GEOTECHNICAL LEGEND 0 m w — • • • • —, • • ,.... • • — ■ • — ■ ■ ter; • a • — ■ • — ■ ■ ■..,,,, ■ • • • • • era ■ . ..:'-. rrrrrra • • • ••: ra • • ram::.■ • N.I. • • : • mom • ..: mores .., • ■ ■ ••••1 ■ 111 11MININI ::■ ■ •■••• ,.r# ■ ■ ■ ■ ■ •m• ■ ■ ■ ■ ■ ■ ■ ■ Li- TP-1: Q DEEP TEST PITS BH-10' OW 1 0 OBSERVATION WELLS ( EOPROBE ) hi 2-72" RS — — MONITORING WELL L59088 . •v co W-9 - - CAP ELEV=127.56 UPW 1 r PUMP TEST EXTRAC ION WELL o T a 41: . . 4L.---- BH 1 EXISTING PHASE 3 BORINGS W-11 • INFLUENT _ B PHASE 4 BORINGS SPLITTER P q\___ : H 9.• BOX (ISB) W�1:5 • W-10 - ::::::::: : <;::;,. MONITORING WEL - W-14 - I CAP ELEV=118.• • • :.• :.: -41)-- OBSERVATION WELL TO ELEV 47 FT (4 EACH) a) n ' :, .• W-16 ET D OBSERVATION WELL TO ELEV 63 FT (7 EACH) ' WETLAND $4 RS :::.........: rr BOUNDARY , :,. /41411//411116., : (T1(P) OBSERVATION WELL TO ELEV 83 FT (9 EACH) ' i, • .::.::...:... . • SETTLEMENT POINT (15 EACH) • : ,� - - EX ON IT ING W L L590 AP ' EV -11 48 IPS NOTE: TOTAL 20 OBSERVATION WELLS FOR D 42" 54", 60", 72" 84" PIPELINES. P W 17 IPS, ISB,AN ELINES. n re COORDINATES, , WELLS INDICATED AS GIVE 00 GEO 00 • ... .. :;�, NONGEODWGO - - 5 . . • • . • : : : ' :::::::::::::::::::::::'::::1:: :: - -: -:.• '• . .:: • . • Ilkot. ' i ;i:-: . . ..., ... : . .. , '•BH-15 MONITORING WE •.151 BH- 2 -19 ..:. CAP ELEV=121.00 '.: : ': . . --.-.Nli.. •NITO- ; G WELL L590a : CAPE ' V=117.26 : : :.. 60" RS :::, •:, ' q\—• 1311;72- /it, . : MONITORING fWELL_ :1.8066 • CAP ELEV=`'i30.83: • MH 1 • -14 MON IT' ING 'LL L591: .. . • 4. :' ---• 'I.-•:::: ..:::::::::::':::::• - . -::::::::: ::.". •••• , .. ,. :• . • CAP LEV=1 •.80 - ' W-20 SMH 11722 m*". :.:.....:..... NN\NN ] .. . _ ::. WETLAND to , a BOUNDARY ° TYP o • ( ) w c? • o - „ / / . . :;' J • . . o:. . .. . . . , t / • :: L gi �� .. - .. - a) / / / U 0 � PROF s I N$. / 4.Z 4 # 74902P p ii: 7 0 w t , ' 1N K P' EXPIRES: 6-30-05 in SCALE WARNING SUBMITTED BY cf Q 1 DESIGNED SQUIER GEOTECHNICAL SHEET: OF o 1" _ , ( ( (PROJECT MANAGER'S NAME) LICENSE NO. DATE ,, DURHAM FACILITY OBSERVATION WELL LOCATIONS DWG: 000-GEO-006 z 1 =40'40 IF THIS BAR DOES DRAWN K KAI INASSaCIATIONWITH: CleanWater Services PHASE 4 EXPANSION AND SETTLEMENT POINTS o NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL Qur commitment is clear. ON DATE: 23-FEB-2005 I !!!!H IS REV DATE BY DESCRIPTION E CHECKED J BERGEN (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 GENERAL LANDSCAPE NOTES: GENERAL IRRIGATION NOTES CONTINUED: PLANT AND MATERIAL LIST SYMBOL SCIENTIFIC NAME COMMON NAME SIZE/CONDITION QTY. a 1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATIONS OF ALL EXISTING 9. THE CONTRACTOR SHALL PROVIDE SUBSURFACE IRRIGATION TO ALL GROUNDCOVERS. 0) SITE UTILITIES AND YARD PIPING PRIOR TO COMMENCING LANDSCAPE WORK. EVERGREEN TREES (20-FOOT SPREAD) 10. THE CONTRACTOR SHALL PROVIDE DRIP IRRIGATION TO ALL TREES, SHRUBS AND e 2. PRIOR TO BEGINNING ANY PLANTING OR SEEDING, CONSTRUCTION OF THE IRRIGATIO PERENNIALS. PSM PSEUDOTSUGA MENZIESII DOUGLAS FIR 6' - 8' HEIGHT (B&B) to SYSTEM SHALL BE COMPLETED AND THE APPLICABLE TESTS ACCEPTED BY THE ENGINEE-. SES SEQUOIA SEMPERVIRENS COASTAL REDWOOD 10' - 12' HEIGHT (B&B) ai 11. CONTRACTOR SHALL MAKE PROVISIONS FOR RELOCATION OF DRIP EMITTERS SEG SEQUOIADENDRON GIGANTEUM GIANT SEQUOIA 10' - 12' HEIGHT (B&B) ici 3. ALL PLANTS SHALL BE PLACED IN THE APPROXIMATE LOCATION SHOWN ON THE DRAWINGS. AS 4' 1 TINGS MATURE.ALL UNUSED EMITTERS SHALL BE CLOSED OFF AT INITIAL TSH TSUGA HETEROPHYLLA WESTERN HEMLOCK 6' - 8' HEIGHT (B&B) a THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THERE IS A CONFLICT WITH PLANT INSTALL' •N. THP THUJA PLICATA WESTERN RED CEDAR 6' - 8' HEIGHT (B&B) a. LOCATIONS AND EXISTING FACILITIES INCLUDING UNDERGROUND UTILITIES AND PIPING THE THUJA PLICATA`FASTIGIATA' HOGAN CEDAR 6' - 8' HEIGHT B&B AND THE ENGINEER SHALL APPROVE THE RELOCATION OF PLANT MATERIALS.ALL TREES 12. ALL DRIP EMIT ` - SHALL BE FITTED WITH FILTERS AS RECOMMENDED BY THE HEIGHT (B&B) te 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) te UP-LINE OF EACH VALV . to 4. NO SUBSTITUTIONS OF SPECIFIED PLANT MATERIALS SHALL BE ALLOWED UNLESS APPROVED FRL FRAXINUS LATIFOLIA OREGON ASH 1-112"-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 ? UPHILL • OF PLAN ' 1 •T` •IALS. QUG QUERCUS GARRYAHA OREGON WHITE OAK 2„ CALIPER (B&B) Cl, 5. ALL DISTURBED AREAS SHALL BE PLANTED OR SEEDED UNLESS OTHERWISE SHOWN ON CONTRACT DRAWINGS OR DIRECTED BY THE ENGINEER. 14. THE MAINLINE A L BE • (ATE' TZORK E - T FROM ALL PAVEMENTS AND SIDEWALKS DECIDUOUS TREES (20-FOOT SPREAD) to WHERE POSSIBLE. 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 •• a AGE AND THEFT AT ALL BING ROSACEAE "BING" BING CHERRY 2" CALIPER (B&B) TIMES. REPLACEMENT OF ALL k 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 F i . B TH : 4 NER. MULCH, PLACED OVER SPECIFIED LANDSCAPE FABRIC, UNLESS OTHERWISE NOTED. DECIDUOUS TREES (10-FOOT SPREAD) 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 • - IM FLOW • ` - 0 S` ' E THE EXISTING CD 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 . 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 1, A CH S . ► . T SHRUBS (6 FEET ON CENTER) CONTRACTOR SHALL MAKE A VISUAL INSPECTION OF DR - •U - A CLE A :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 BAILEY' 1 BAILEY RED TWIGGED DOGWOOD 2 GALLON TO PLACEMENT OF SPECIFIED BARK OR ROCK MULCH. 7%/i) SHRUBS (5 FEET ON CENTER) /IC RROY RHODODENDRON "ROYAL PURPLE" PURPLE RHODODENDRON 5 GALLON VIDA VIBURNUM DAVIDII DAVID VIBURNUM 5 GALLON ?% , GROUND COVERS (24 INCHES ON CENTER) WS t & DSTEINIA FRAGARIOIDES BARREN WILD STRAWBERRY 1 GALLON GENERAL IR' . ATION NOTES: '' ,- ` GRASS AREA SEEDED 50% PERENNIAL RYE y 50% FESCUE 1. THE CONTRACTO' , .ALL VERIFY ALL SITE C b •IT IONS, UTILITIES, TREES AND SHRUB LOCATIONS AND DIM ' ONS PRIOR TO COMME - MENT OF ANY IRRIGATION WORK. 2. CONTACT ENGINEER AND CO. - 'INATE ALL REVIEWS P' ' ' TO COMMENCEMENT OF WORK. DURHAM FACILIT &REA SCHEDb 3. THE SPRINKLER SYSTEM DESIGN IS - D ON A MINIMUM PE". 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 NEAR EXISTING UTILITIES. VERIFY THE LOCATION A • ON TI I N 0' AL IL PRIOR MATCH SURROUNDING TREE / SHRUB EXISTING 4" TO COMMENCING WORK. REPAIR ANY DAMAGE CAUSED • RIN h T. PE MA b OF A CONTOURS 4"AMENDED TOPSOIL / GROUNDCOVER SP"#- DRIP 'RIGATION LINE NEW WORK AT NO ADDITIONAL COST TO THE OWNER. THE CONT`s T• ' SH L ADJUST SPRINKLER EQUIPMENT LOCATIONS TO AVOID CONFLICTS WIT , ILIT S AND PLAN MATERIALS. MATCH SURROUNDING TILL I FERTILIZE SEEDING 5. BECAUSE OF THE SCALE OF THE IRRIGATION DRAWINGS, IT IS NOT POSSI: - TO C T B CONTOURS NO IRRIGATION ALL OFFSET, FITTINGS, SLEEVES, ETC., WHICH MY BE REQUIRED. THE CONTRA. •R S L CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECT! :LL - OF THE WORK AND PLAN HIS WORK ACCORDINGLY. MATCH SURROUNDING �� TREE I SHRUB E ING 6" 4 AMENDED TOPSOIL / GROUNDCOVER SPRAY/ DRIP N 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY PART OF THE IRRIGATION SYSTEM C CONTOURS IRRIGA ■ ' LINE ' 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. U ta 7. THE CONTRACTOR SHALL SUBMIT DRAWINGS OF ANY PROPOSED CHANGES TO THE Ale U, IRRIGATION SYSTEM TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING ANY WORK /* IN THE FIELD. THE DRAWINGS SHALL SHOW THE NUMBER OF HEADS, DRIP EMITTERS, PLACEMENT OF ALL VALVES, MAINLINE CONNECTIONS, LATERALS,AND OTHER PERTINENT U, ITEMS. THESE DRAWING SHALL BE APPROVED PRIOR TO COMMENCING WORK. U, te tote 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 co RECOMMENDED BY THE MANUFACTURER. THE MAXIMUM NUMBER OF DRIP EMITTERS a REQUIRED THROUGHOUT THE LIFE STAGES OF EACH PLANT SPECIES SHALL BE POSITIONED st AND INSTALLED AS PART OF THE INITIAL CONSTRUCTION. 0 v P. 2 2 NOTE: to U, to LANDSCAPING IN THIS CONTRACT WILL BE UNDERTAKEN BY OTHERS. to U, vy HOWEVER, THE CONTRACTOR SHALL PROVIDE SEEDING, UTILITY P t ERFACES AND INSTALLATIONS AS SHOWN ON THE LANDSCAPING DRo AWINGS. C`�C.� ROff� U �' 7490 • as it • v' OREGiO (4' � �Y13� � EXPIRES: 6-30-05 c SCALE WARNING SUBMITTED BY 0 16 1 DESIGNED C. WHITTAKER LANDSCAPING SHEET: 129 OF .d I (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: DURHAM FACILITY LANDSCAPING AND IRRIGATION NOTES DWG: 000-GL -001 Z NONE IF THIS BAR DOES DRAWN P. HUNTER CleanWater Services PH o NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is clear. PHASE 4 EXPANSION 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 � , NOTE: . J� r i �� STAKE OR GUY TREES f !+ '� AS REQUIRED. . / r Slik ' /\ ri ' r ,. ' - ', I Ij I; -- REMOVE TOP TWO k i ) i ) r .” ��; , / THIRDS OF BURLAP te I� � 4" P _ ORATED DRAIN i �� � FROM BALL, REMOVE i WIRES 4 PERF• TED DRAIN ri PIPE FILL ll WITH PEA VIT TWIST BRACE / -o PIPE Fl ED TH PEA ♦1• ►�, ir, GRAVE TA,* 'ER TREE / 4 ORGANIC MULCH a GRAVE ' a P • TREE /y VIT TWIST BRACE CUT A I FINISH ; , '2 T F U ' H �V I' Id �k \ p/ r1t'FLAGS 4 E TR 3" SAUCER BERM C FOR NAMALACA . � , O0 TC REMOVE TOP TWO ADCEN URF CE � �� L CI T - ' i . r7 THIRDS OF BURLAP / 4 CREPE TREE WRAP - / �^ o ADJACENT S CE ,' 6.i MULCH 2" . EP (TYP REMOVE TOP THIRD TO withr V► FROM BALL REMOVE -� •. — a *so WIRES I REMOVE TOP TWO HALF OF BURLAP FROM I �„�,. ,�, THIRDS OF BURLAP BERM TO MAKE / BALL, REMOVE WIRES \ r 4S., `'•'L � l' ro- 1'x,1:,, • FROM BALL, REMOVE MULCH BED LEVEL / • ,i 1�'` WIRES ,r ,�,, ` SPECIFIED BACKFILL ;' f 3” SAUCER BERM I XISTING GROUND /,, MIXTURE I i .► �. 24 N A* STAKES OUGL S_ OF 3) _ Ai, .., _`'-���'_' _ _ ►. : - FILL MIXTURE-1111-III- _ i - i = =D= �.,� __ .?*,, .. . itr. • - - • 6„ MIN. ■L IZER 1111:4 =1\ \ . � _ 1_ '��� :0�o/ ; ''iii/` • _ �, _ +••' %., nil 3 TIMES BALL t z i� ■ LL MI E EXISTING .j •a, CI M ,\ .11NTR R �!�� • i• ERT L ER T L DIAMETER C t ETNRBEK XISTIG f, Co / • UNDISTURBED �'`i • • - ��;� i co `i • . F�RTILI•L TA E S E EARTH �, • ' FE IZ TA TS i,,, EXI 5 TIMES BALL DIAMETER EARTH = _ - _ _ — • •• 6" MIN / UNDISTb :E _.. __--- ini EARTH 3 TIMES BALL -. 3 TIMES BALL - = L = VIII_ DIAMETER DIAMETER 12" NOTE: SPECIFIED BACKFILL 5 TIMES BALL DIAMETER 1. SHRUB SHALL BEAR SAME RELATION TO FINISHED 5 TIMES BALL DIAMETER ...MIXTURE GRADE AS IT BORE TO PREVIOUS PLANTING, 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 BED OR PAVEMENT BOULDER (MIN 21DIA.) LANDSCAPE PLANTING BED ASPHALT WHERE 12" SPACING FINISH GRADE APPLICABLE ` ASPH' TURF, TOP, OF METAL EDGING CHAMPHERED EDGE n -�- 0 PLANT MATERIAL ` 1/2 MAX ABOVE i I ` CONCRETE MOW STRIP / GRAVEL • f� ��•�� FINISHED GRADE 8' - _ #� �.���//// � Ili,. PROPE Y LI� FIN. GR. FIN. GR. moi.o. Mt,'''''',`.',:',e'liiiM`i!;,'':',',e/i MOW Op „ ,/ l / " it //40 ' 'mar .iii, Nit,"'•4&--41V41■ ` "N l■ * ''' r, "VNN"' - . 4e wa�C� Il _--COMPACTED GRAVEL - �; BOULDERS SHOWN IN A GROUP COMPACT GRADE a 6" DEPTH OVER Or. `e NOTE: ARE TO BE PLACED TOUCHING `1` PLACE ALL BOUL 10 EACH OTHER IN A NATURAL METAL STAKE ADJACENT TO EDGING it(r---111—,. • • • . .. .+ COMPACTED SUBGRADE. SUCH THAT '/i OF ONFIGURATION PER MANUFACTURER' —_-111=7111_±.1 i II 1 1 I I I I 1 I 1=1 IIIIIIIIIII 11111 II1 • i TOTAL MASS OF EACH RECOMMENDATIONS i, � 24" EQUAL BOULDER IS BELOW BOULDER r,. I� SPACING w' FINISH GRADE FINISH GRADE - NOTES:iib } NOTES: 1. CONCRETE SHALL BE 3000 PSI MIX. j/ '� "� 1. METAL LANDSCAPE EDGING SHALL BE INS LE v/Ir% ` MOWSTRIPS SHALL HAVE EXPANSION JOINTS 4 4irkilkili •; .. �'' .� LOCATIONS WHERE ASPHALT PAVING ABUT RAV 2 EVERY 20 LINEAR FEET AND SCORE JOINTS � "` MULCH OR AS SHOWN N DRAWINGS. Vicit � S O 0 DR W NGS. EVERY 5 FEET WITH SMOOTH FINISH. 1-GROuNDCOVER SPACING % /71,1*P" 1/1111•1 // { 2" � I i ,, 2. SEE SPECIFICATIONS RELATED TO METAL LANDSCAPE EDGI 2 MIN BARK MULCH 1`/ �, 24" EQUAL 3 SPACING BOULDER PLACEMENT METAL EDGING 7 CONCRETE MOWSTRIP 8 GROUNDCOVER SPACING DETAIL _ L-1 L-1 L-1 L-1 • to 03 03 I Eft U, U, U, U U, 0) E a) c a) 0 r) a� L_ 15 U, to to to 6, to 6, to U NOTE fa U to 69. LANDSCAPING IN THIS CONTRACT WILL BE UNDERTAKEN BY OTHERS. ��PR ��s HOWEVER, THE CONTRACTOR SHALL PROVIDE UTILITY INTERFACES `� � i N�'e C SAND 4 te te INSTALLATIONS AS SHOWN ON THE LANDSCAPING DRAWINGS. c . 7490 le r'" L S 4 ii R to` OREGO Z. 1„1a` ' 'r'q N K p,' Lo EXPIRES: 6-30-05 '� SCALE WARNING SUBMITTED BY cn 0 1� DESIGNED C WHITTAKER CIVIL SHEET: 130 OF — ii DURHAM FACILITY DWG:000-GL -002 (PROJECT MANAGERS NAME) LICENSE NO. DATE IN ASSOCIATION WITH: Z NONE IF THIS BAR DOES DRAWN P HUNTER CleanWater Services PHASE 4 LANDSCAPE DETAILS AIL S -o NOT MEASURE 1" SQUIERASSOCIATES - ENSR INTERNATIONAL our commitment is clear. EXPANSION 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 10" DIAMETER PLASTIC VALVE CONTROL VALVE KEY 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 ` [--5 w*. FINISH GRADE o \\, REMOTE CONTROL VALVE WITH , , 0 ISH GRADE PVC UNION FLOW CONTROL AND Cl a c (c Pi Q PVC MALE AD ' T' R MANUAL BLEED BRICK - 6 TOTAL Q N o � © DRAIN GRAVEL co - •r • ••• 0 0 0 c .% PVC LAT L + : - `, �_ V 4/0 a; .dp'; i Oo�'� BRICK - 2 TOTAL Q PVC UNION • • % - #70 • il Lu - ` � .:. LOWER LATERAL E _ I T SWIVEL JOINT RISER co ❑ o o ,• - DRAIN r-_-.,�'- '.-�,-.r LL. "i WITH PVC ` - -EN I t CLASS 200 BRONZE GATE GRAVE. USING SCHEDULE 40 PVC PIPE 0 � PVC LIN , ..• , o - � �fl U 45 ELBOWS VALVE (PER IRRIGATION LEGEND) AND FITTINGS AS REQUIRED AND TEE w CLASS 200 PVC PIPE _. . INSTALL TEE FOR V ALVE w N 0 ce Y I A VALVE �' ►= °•: ►=` �� MANIFOLD 8" PVC CLASS 200 PIPE - !ate � •• � o ° WI ISO °� �►7 : BRICK- (NOTCH SLEEVE TO _ I a) FIT AROUND MAIN LINE _- Q lw: .•. w 6 TOTAL PVC THREADED o ° i i �/ .0 a�,Q� ■� U- F FITTINGS AS REQUIRED f - 1 0° , - . DRAIN GRAVEL - 4 DEEP BELO V 4 � TO CONTROL Mk;� / _- N* 10 IL IN VA _V = 4,X . GATE VALVE ` •• c o .-(-.:0- `, VALVES co re 0 ° ,� J - \ 2 SCHEDULE 80 p gj- GEOTEXT \ PVC MAIN _ 1-- 1 ON PVC FITTINGS •, PVC MAIN LINE - CAP AND THRUST LINE PVC MAIN LINE AS REQUIRED • °° 0 BLOCK IF AT END OF LINE C I 18" U.P.C. APPROVED RING-TITE 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) 10 ALL MAIN VALVES 3 L-2 L-2 L-2 JUMBO A TREE ROOT BALL . RECTANGULAR TREE TRUNK j i ) / ' '( VALVE BOX TREE CANOPY 1 , SHRUB OR TREE DRIP EMITTERS AT EDGE `, rr " " _ $ 4" P. -FORATED DRAIN rr E I '1 12 12 �, OF ROOT BALL 1l2 ABOVE ( \ ; 1 r 12 PIPE TREE FINISH GRADE.ALLOW ONE /II- \ "N 10" DIAMETER ROUND VALVE PLANTIN+� ►ETAIL ! EMITTER TO DRIP INTO , , DRIP EMETTER. ANCHOR IN El 0 BOX FOR GATE VALVE �► EACH DRAIN PIPE f , PLACE W/EMITTER STAKE dill �, , ABOVE FINISH GRADE,/ 72"illik,■■ik • . 111-' ��- ►� ti.. �" AT EDGE OF ROOT BALL 1/1/0/ •ISC NECT 4/0 ..„ Nt‘ �� FINISH GRADE H ,,,.. '4 Attli■Id IP It PAII _ ,11.4- 70�� - , ‘ /1/ EN o \��1 1441111* ,\ ,� •WP 120 VOLT � hi" �SE a .. - •LT 4 =-I' VALVE. 4r - � = = I., ' ' . E 1. CENTER VALVE BOX OVER REMOTE GONTROL T F TA ERVICING - 1,. ON L I ROOT BALL :2. SET BOXES 1"ABOVE FINISH GRADE OR MULCH CtO - ' I . G-O ∎ , - SHRUB AREAS IN I G + P) R .S ‘ k TEE - AND FLUSH WITH FINISH GRADE IN TURF AREA. NOTES: `'' U T*" * 11" SALCO TUBING W/ ■ - 1. SEE SHEET E-8 FOR LOCATION OF 1/2" SALCO. TUBING WITH �' ON NECESSARY ADAPTERS CO TO Fl - O ACH 3. SET VALVE BOX IN LANDSCAPED AREA. CONTROLLER AND FOR ELECTRICAL NECESSARY � �� (6' MAX. LENGTH) CONNEC REQUIREMENTS. �� 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO ,- E IF LAWN, WALK, (6' MAX. LENGTH) FENCE, CURB, ETC. 2. PAINT CONTROLLER AND CONDUIT PVC HEADER L 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT CO A PSE AND TO MATCH WALL COLOR. DEFORMATION OF VALVE BOX SIDES. PVC TEE OR ELL. EMITTER QUANITIES PLANT SIZE plY VALVE BOX LAYOUT 4 WALL-MOUNTED CONTROLLER A 5 2 GAL DRIP EMITTERS AT TREES DRIP EMITTERS AT SHRUBS 5 GAL 2 7 L-2 L-2 15 GAL 4 L-2 L-2 GATE VALVE HDPE VALVE SUBSURFACE IRRIGATION REQUIREMENTS BOX WITH COVER I. 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-.' ► END 2. THE LANDSCAPE DRIPLINE SHALL BE RAIN BIRD LD-06-18-500 ADI EMITTER (ADVANCED DRIP INLINE) FEED '-`N*, M - 3 EACH ZONE SHALL INCLUDE A MIN. OF 1 AIR VALVE KIT. PLACED INSIDE cm AN SEB-6 VALVE BOX. ADDITIONAL VALVE KITS SHALL BE REQUIRED -Q ' • . 1 FOE EACH HIGH SPOT OR AS DIRECTED BY THE ENGINEER. • o P- U- ° SUP- - 4. 3 - " TUBING SHALL BE PLACED UNDER WEED BARRIER FABRIC AND SHALL = ED DOWN EVERY 8 FEET USING LD16STK STAKES. 0 FL - /�� ,\ LD-06-18-500 BALL a. �I �, ZON ALL INCLUDE ONE XBV 075 FLUSH BALL VALVE AT THE END ❑ :a iii r�o� ►` I►�' - I �i�i �i� �'l'��► VALVE O ACH ` .7 IL.� I . '� =j= =*� 6. C. ` -DI TE CONTRACTOR FOR WALL PENETRATIONS. '''``'''�'``�''' - � TYPICAL LINE SPACING 7. 1-1/2" SC' . 0 ED. FROM THE ZONE CONTROL VALVE TO THE ZONE • GRAVEL BED, WHERE IT T p O T I LINE. THE AVERAGE DRIP LINE TUBING LENGTH z MIN. 6" DEEP IS SHOWN AT 4 O 50 o NOTES: _ 8. THE DESIGN ASSUME I P 'E R A tE CONTROL VALVE IS 50 TO 55 PSI. S 1. UP PTO 2 LINE, PROVIDE 6 SIDE AND *UN 4A► 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 iii INTERFACES AND INSTALLATIONS AS SHOWN ON THE LANDSCAPING BACKFLOW PREVENTOR 8 DRIP LINE 9 DRAWINGS. L-2 L-2 0 r". SUBMITTED BY Lr) SCALE WARNING u�c� 0 1 DESIGNED C WHITTAKER r- CIVIL SHEET: �, 4. OF I - I ` �``� DURHAM FACILITY DWG:000-GL-003 z NONE IF THIS BAR DOES DRAWN P HUNTER (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: + 1eanWater Services PHASE 4 IRRIGATION DETAILS o NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is clear. EXPANSION DATE: 21-DEC-2004 -, THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. 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'4' .t. .fr .4' ..t, .4' ..i..-****.i. .4. 4' 2 .4' .4' .L. .4' 4. .4' ./. .4' .4' .11 •.4.• .i.• .1. .::::',y 4 .•:•• :: .•: . ::- ::::":,:....: : .......:";,•:::::,..'•••-•.•:•••::::::„.;I, "•••• •.•".."••. .. . : .. • : . . 4 sk sl, 4. 4, 4, '4' 4, 4, '4' 41., '4' ..4'....,..;L.44' •..4.,••:: 4 '4' 4 :1, .' ...fr.- ..,'4'. 4, 4.: 4, 4, 4, 4, .4, st, '4, 4, '4, 4, 4 4, 4, 4, sl, 4 4, 4, '4, 4, .:4,- '4',.• st, ...:•44' .4' 4, 4, 4 .4' .4, 4, .4' sle......„...4,'":•.4.... 4, 4, '4,-•'-'"• .:......, ••• . . , . . li...,..'" ......, ,.•::-'•..:::: .....,/,-.;••.;'..::...., -.:•,...,' ,:•.:- -'.:..... :' .. -......-.: . :- sy, ,L OAK WOODLAND SEED MIXTURE ...... , ..i, ,,,, .,..• ...., ,i, .., .i, . ....,.....•".4., -,:.,•'..• ,.. . -:.•;L../ ....4„,.... 4 4 4,. 4,- . 4, 4, 4, 4, sl, 4, 4, 4, sl, .4, 4, 4 4 st, 4, 4, st, 4, sl, sk sl, 4,:,.•'• 4,".•.4,.: '..4 si, 4, 4, 4, sl, 4, 4 4, 41, .:::.4., 4, "•4,..... 4. 4 -4., - • , ::,,:. •' ,. . . . ..... . .. .. . , .:"::::•:::•.:,...,:i•:......::::_...............,,,,,,..1.!"....:.:.,::::::::.::::::::••••''.,::::,. •:,'.....,,,,.•...,:::.:...ii:,....:1•••:,...,,..,:.,T",•,:.•:..,....••::;:...:....:::•.i.,•...i,.,..,.::::.....,..,...„,:"...:::.•I,'::,,,.".....i,::::„..%.::::, . : '. (IN CONTRACT) , 4, 4, 4, 4, 4, .4, 4 -4, 4,.' 4, -4, .4.7" •..J., ...l., '4, sle 44' ..4, 4, sl, 4, 4, , .4, 4, 4 4 4 4, 4., 4, 4, 4, 4, 4 4 .4, 4 4,. 4, 4., 4, 4, 4, Jr 4, .4,......:. 4 4, .4, 4, 4, 4, 4, 4., .4, 4.: 4, 4 "4, 4, : 4, st, 4, 4 44' 4., .4' 4, 4•.. 4 .4' 4, sl, '4' 4 4, sk 4, .4' '4' .4' 4, sk. 4, 4 .4' 4 .4' 4' '4' st, .4' .4' sl, .4, 4, 4, sle '4' sl, 4' 4' 4' 4 •••"4...- '4'....,-'4' '4' 4, 4,, 4, 4 .4, 4, 4 4,:".„.. .4' .....4, 4:: 4 4 4.... . ••••: • .• • ... • . :: :: .• '„ ,..•. .. : . . 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' 4, 4 .4 4, '4, 4 4, .4, .4, 4, .4, 11/ 4 4 .4, 4, 4, 4, 4 .4' 4 4, 4, 4 4 4 •, 4 4 4. 4 4 Nk .4e NI, .4' ...Ir 4 4, 4 NV 4, 4 4, NI, .4' NI, 4 .4- 4 Nle 4 . . • ... ... . .• • .. ., . .• . ..• . • :•...:ii-4 ', . ." ..4 . • NI, NI, NI, 4, 4, Nk .4 4, NI, 4 4/ NI/ Nk NI, NI, 4 NI, •4 4 .4 NI, Nk Nk 4/ .1, 4, 44' 4, 40 4, 4, 4 4 Nk 4 4 4, 4, 4 4, 4, NI, 4 4 •le 4, 4 4 .4.. .4, 4, ' ........:', ., . ..•• ..4 . . . .4. . . .... , . ... ..4 .,.. „...•- . .., . . .., ... ' 4, Nk 4, Nk 4, 4 NI/ 4 44' 4, NI, NI/ 4 4 Nte NI/ '1- '4' 4, .4, 4 4 4 4, Nle 4 4 NI, '4- 4 4 .4. 4 4 .4 4 4 4 4 4 Nle Nk Nk 4 Nk Ni, '40. NI, 4 NI, 4 Niel ' ... ... .. .. .. .. ., .: • .. • „' . '• r 4, .4 4, 4 4, 4 4, 4 4, 4, 4, 4, 4, 4, 4, 4 4 .4, 4 4, 4, 4, 4, 4 4 4/ Nle 4 .1, 4, NI, NI, .4 4, Nk 4 .4 4 4 4 Nk 4 Nie 4 NI, si, 4 4, 4 4, Nk . •." .. - . •. '.. . . .. . . . . .. . .. ' .. . • . ' ,.••-'• r..4:. . .: •• . .. L.i..",, . Nt, NI, NI, NI, NI, 4- at, 4, 4, 4, 4 4, 4 4, 4, .4 4, 4 NI, 4 4, 4, 4 4, NI, NI/ NI, 4 4 NI, 4. 4 4/ .4 4 4/ 4/ ale NI, NI, 4 '.4, 4 4 4, NI, 4. 4 4 4, 4 .• ' . .. . ., r. 4 4- 4, 4, 4, 4, 4 4- 4, 4 4, Nle NY NI, NI, 4 NI, 4 4, NI, NI, 4 4 NI/ 4/ 4, 4 4 4 4 4 4 4/ 4, 4. 4 4/ 4 4 •, 4. Nle 4 4 4, 4 4 4 4, 4. .4 • . ,. ..• . . .. ..• ' • .- • •-- ..• 4, '4- 4 4, 4 4, 4, 4 4, 4, .4 4 4 4- 4, 4 .4, 4., .4, 4, ..k. 4, 4 4 4. 4,- '1- 4 4, NI/ NI, NI, 4/ 4, 4 4 4,. 4, 4, 4 4 Ni, 4 4 NI, 4, 4 4, 4, 4, 4 4, ' • . '- ,. %.,•::;:, 1 :--• .. .. •' • r , 4 4,. .4, 4. 4 4 4, 4, 4 4, 4 4, 4, .4, 4, 4 .4 .4, 4 '.1, 4, 4, 4 4, 4, 4 .4. 40 NI, NI, NI, 4, 4 4, 4/ Nle .4e Nle sk 4 'i, 4, 4, 4 4 4 4, 4, 4 4, 4- . ..'' .:.:::. .:.;•-•:.'"-,,,, .2: • .' '. . •• . ' • ... 4, 4 .1, NI, .1, 4, 4- 4, .4- 4/ 4, '4- 4 4, .4' 4 4 4., NI, 4 4 4 4 4 NI, Nle 4 4 4, 4 4 4 4, NI, 4, 4, NI/ 44- Nl, NI, 4 NI, NI, 4 .4, 4, 4 4 4, 4 4 44 . . . . • -.,---.?.., . . . . .. • • '4- 4, 4, 4 4, .4, 4 4 4- .4, 4, 4, Nk NI, 4 4 4 NI, 4 4 4, NI, 4. 4, 4 4, 4/ 4, 4 NI, NI, 4 4, 4, 4 sle 4 4 4 4, 4, NJ, 4 4 4 4 4 NI, Nle NI, 4, .'•••.:?,••• . . " •• : , . .. . . ., . -•• '.,..-. .. :." NI, 4 4 NI, sl, 4 4 4 NI, 4 4 4, .1, NI, 4 Nk 4, 4- 4 4 Nle 4, 4, 4, 4 4 '4. 4 4, 4, 4 NI, .4. 4, sle 4 4 .1, NI, 4, 4 NI, Nle NI, NI, 4 4 4 4 .4' NJ/ ..: . . . ,.. . . ' . :: . .. . . . . r 4. NI, '4- 4, '4, 4 4 4, 4, 4, '4, 4 NL, 40 4 4 40. '4- 4, 4, 4, 4 4. 4 .4, 4, 4/ 4, 4 4. 4 :Jr NI/ NI, sle 4/ 4 4, 4, 4 4 .4, 4 NI, NI, 4, 4 4 40 4 NI/ . ''...':',... • .. . . ...• - ,. . •. NY, NI, 4, NI, NI, NI, NI, 4, 4 4, 4 NI, 4, 4, NI, NI/ NI, 4, NI, 4, NV .4, 4, • 4 Nk .4 NI, •0 .40. 4, 4 .1, Nil .4, 4 4 4, 4. .4.,4.4,4.4f,.4:,.:::.:::•*::.....44,;!''-; ".4 . .. .. .. ' . 4 4 N, N, NI, 4, NI, 4, 4, NV 4 NI, 4 1. „ 4 4 4 '4- 4 4, 4, NI, 4, 4, 4, 4- Nle 4, 4 4, 4, 4 4 4, 4, .4, 4 4/ NI, 4 4 NI, 4 NI, NI, 4, 4, 44' Nle +Jr .4, 4, NIr NI, 4, 4, 4 4 .1/ 4 4 NI, NI, sle 4, • • . . • . • . 4, 4 4, .1, Nle NI, '4- 4, .4, .4- NI, NI, 4- 4 4 4, 4 4, NI/ 4, NIr NI, 4, 4, 4 4/ 4, .1, 4 4, 4/ NI, 44' NI, 4, 4, 4 NV sk 4, 4, NI, NI, 4 '4- 4.. 40. NIr .1/ .4, 4 44 • :. . . ,.,..,...................... .... . . • ''.. , 4 4, .1, NI, Nk 4, 4 4, 4, 4 4 4 4 4 .10. 4, .1/ sk 4 .4, NM NI, .4 4 4 4 4 4, 4, 4 4, 4 .4 4, 4 .4 .4, 4 4 .4 4 NI, NI" 4, 4 4 4 4 4/ 4 Nle • . . . .. • • ,././ .. .. - ' **4',..14:4*,:,..,. ,•••''./ ..• ': •, .. ' . ,.•••.•-• . •• • ./ ......•i; ; . ; '.., '4- -4 4 .1, 4 4, 4, 4 4/ 4, si, .40. NI, 4 Nle 4, 4, 4, 4 4 NI, sle 4. 4 4, 4 4, 4 4 Nle 4, 4, NI, NI, .4 .4 4. NI, 4. 4. 4 4 .4, ale NI, 4 %le Je 4/ •Je Nte • .. ... . . .• : ....,e NI, NI, NI, 40 .1, 4 4 ',le NI/ Nt, •Je NI" NJ" 4 4 NI, 4, 4 4, 4 4 4 4, 4 4, .4, 4 4, 4, .4, 4, 4, Nk 4 4 .4, 4 NI, • NV 4 4, 4 4 4 4. 4, .4, 4, 4, 4, .. . :•."..... .1. 4....-••----- • ' • . -,...:::•::::.:4,4.4.. • .• : ;., ‘.4, Ni, 4 4, 4, .1, 4. NI, • , 4 •4 4, 4, Nle 4 4, 4, .4, 4 4 .4, 4, .4, 4 .4e .4, 4 4 4 4 .4, 4, 4/ 4 NI, 4 4, Nle 4, 4, 4, 4 4, 4, Ni, NI, 4, 4, ...3, s.i, s.i, .4.-, • .• . . . •.*:::': '"....::.-.: :::::.T.. ' . .. . .. ,...'• X ....k NI, Nle NI/ NI, NI/ 4 NI, 4, 4, .1., 4, NI" \l, Nie NI/ '4' 4, Nle 4 NI, 4, 44' 4/ 4, • 4 Nk .4 4 4 4, 4 4r 4, 4, .4 4, 4 NI. .4., 4., "4, 4 NI/ 4, 4, NI, 4 NI, 4 .. . . . . . . .„ : ', • ' .. .. , '. •. ,:-• .' 1, 4 4 4, N1, 4, NI, NI, 4 N1, 4, 4, Ni, .1, 4 4, 4, 4 4 NI, 40. 4 NI, 4/ 4 .4, 4, .1, 4 sle 4 4 .1, .4, &....B. ...k. . 4 4, 4, 4. NI, NI, NI, NI, 4/ 4 4... 4 44 • . .. . ... . . .. . --, ,.. ,.*...• .::••• . NI, 4, Nt, NI, 4, NI, NI, .4, 4 4 4/ 4, sl, 4 4, NI, NI, 4 4 Nle 4 4 NI, 4, NI, NI, 4/ 4, NI, 4 4 4, Nk NI, 4, sk 4, .1, Ni, 4 4, NI, 4 Nle 4, 4, 4, 4 LEGEND ......, .. . .-:: . i •• . . •.. .. • ••. . .. . . ....... k 4 4 4 4 NI, 4 4 4 4 4, 4 4 4 4 4, 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 SESIDE434 .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 4 4 4 4 4 4 4 4 4 4 4 4, 4 4 4 4 4 4 .1, 4 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, .1, 4/ 4 4 4, Nle 4 4 4 4, 4, 4 4, 4, NI, 4 4, sle 4, 4 NI, 4 NI, sk 4, 4 4. 4 4, 4, .4 4. 4, 1 . ,..-,. . . . .. .• 4, 4 4, NI, 44' 4 4, NI, NI. 44' NIe 44' 4 sle 44' 4 4 4 Nle 4 44' Nle 44' 4, 4 4, NI, 4 Nle NI, "..le 4, '4' NI, NI, 4, 4 4 4 4 • .. ....• -• . . . •-. .. . .. , • . . . . . . . .. . . . 4, Nle 4 NI, 4, 4 4, 44' 4 Nle NIe 4, 4 'J, 4/ 4 4, 4 4 4, NI, 4/ Nle. 4 4 4, ..le '4' 4 4, 4, 4 4 4, 4 .4 4 4 4, -.p. 4-1 cr.) . .... . . .. . . . 4, .4, 4, •0. 4, 4 44' 4, 4, 4 -4, 4, 4, 4 4, 4, NI, 4, NI, 4 4 -4, 4 4 4- 4, 4, NI, 4 Nle '.4. 4, .4. NI, .4, -4, 4 4, NI, 4, •._ . , „..., .• :-.. ' .. • .. • ... • 4 4 4 4, 4 4, 4 4, 4 .4, 4 4 ,k .4. 4 4 4, 4 4, 4 4, 4, 4 4, NI, 4, 4 NI, 4. Nle. sk 4 4 .4, 4, 4 4, 4 4, 4 .% . .. .... ..,,, .. s ::.:.. . , . . . . .. . •• - ' , .• , ' . . 4 .4, 4 4, 4, .4, 4, 4. 4 4 4, NI, 4 4 4, 4 '4 4. 4 4 NI, 4 sl, 4 44' Ni, Ni, .4, 4, .4, 4, 4, Nk 4 4, 4 NI, .1.. 4 4, C) 'I' .4, 'i' OAK WOODLAND SEED MIXTURE • ..• . . • . . . :::::. • ,. . • . . • ..4.. * .4, .4, NI, 4, NI, NI, 4 .1, 4, 4, 4 4 .4, NI, 4 4. .40 .4, 4 4 .4, 4 4, .4 V, .4, .4, 4 .40 .4 4 "4, 40 4 4, 4 4 .4, 41 I .• .*.. .. . •• . 4, .4, NI, 4 (IN CONTRACT) . ....• .. . . . .„ . . .. ... ::::"--• ......-•.• :.-.. -: .: . .. .. •• -- .4, 4, sk 4 4, NI, 4, 4, 4 4, 4 44' .4, 4 NI, 4, 4 4 44' 4 4, 4 44' 4 .4, .4, 4 NI, 4 %Jr Nir Ve NY NI/ Nir NI, Nir 4, 4, 4, -I 1 sk 4, 4. NI, ' ..'' • ' i'•.„.•.. k ....p. 4 4, 4, 4 4, 4, 4, 4, 4, 4, 4, sk 4 .4, 4 .4, .4, 4 NI, 4, 4 4 NI, 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, .4, 4,1 ,....., , ...,_..,. ,,;*4; -...: • .• 4, 4, 4, NI, 4 4 4, 4, 4 4, NI, 4 4 4, 4, NI, 4 4, .4, "4, .4, 4 4, .4, 4 .4, 4 4 .4 4, 4 4. 4, 4 sk 4 NI, 4, 4, .4, 40 40 4 4 44' 4, .4 4 4, 4. 4, 6 . .. . . • ... .. . .. . . ,. . . •.. .., 4.. .4, .4.. .4, .4. ..4.. ....,„ .4„ ...,„ ....„ 4, 4, ..i.„ ..„„ 4, ... NI, 4 4 .1, 4 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, NI, 4, '4, 4, 4, 4 4, .4, NI, .4, NI, 4, .4 .4. 4, 4 4 NI, 4, NI, NI, 4 V, 4, 4 4 4 4 .4, .4, NI, 4 Nie NI, 4. .4, 4 4. ...1, NI, 4 4 .4 4 4 4, 4 4 . .• • . PIPE SLEEVE . ,•••. . ... . ,.. .. :: : ........::•.........::::::::.....::„.....,, .-•.. .. ........... . -• -• * * .4. * 4 4, 4 4 4 4 NI, 44' NI, 4 4, NY Nir 4, 4 .4, NI, 4. NI, 4, 4 4, 4, Ni, ..1, ,1, 4, 4, 4 sk 4 4 4, 4, 4 4 4, NI, 4 4 4 4 4. NI, 4, NI, VI ' .,. .. . .. .. . ..,„. .., :, 4, 4, 4 4 4, 4 4, 4 4, 4 44' NI, 4, .4, 4 .4, 44' 4, 4, NI, NI, N,Ir V, N,Ir 44' 4, 4 4 4 sl, 4, 4 4, 4 .4, 4.0 .4, 4, NI, 4, 4, 4 4 .4, 4 4 4 4, NY •Je. NI, Li] (IN CONTRACT) . :. .. :: .. . . . -,. •• * * * * * * * * * * * 4.. * 4. * * * 4. * * * * 4. * .4. * * .4. 4. * * 4. * 4. * * * * 4. 41 '7111 .. .. .. . ., .•• . .. ' ..• ... .• ... • , • 4 4 4 NI, 4 4 4 4, 4 4 4 4 40 4 4 4 sk 4 4 4, NI, st, 4 4, 4, 4 4 4, 4 4, .1, 4 4, 4 NI, 4 4 4 4 4 .' .. . ' ' ../ . ::,,r.. 7 • .4- '4- 4 4, 4, 4 4, 4 NI, 4, 4, 4 '4' .4, 4 4 4 4, '4' NI, .4, 4, 4 4, sl, 44' 4 4 44' .4' NI, 4 4 4, 4, 4. 4 44, .4. .4 4, 4, .44' 4 4 4 sk 4- 4, 4, 4 ....1.1 • . . . . .. 4, 4, 4 4 4 4, 4, 4 4 '.4' 4 '4' 4 4 4 NI/ Nir 4 '.4' 4 44' 4 4 4, Nle N1, .4. 4, NI, 4 4, 4, 4 4 4, NI, NY NI, NI, Nir •4" %Jr NY NIr '4- 4, ge Ve 4- NI? 4- • . , • . ..-',...:"...:.,..' ,\ .. . • • . . •• , . . .,. . •. .' • 14! '4, 4- 4, NI, 4 4 4, 4 4, 4 44' '4' 4, 4, .4, '4' 44' 44' 4, Nle 44' 44' 4 4, NI, 44' "4, 44' 44' 4 4 4, 4, 4 .4' 4, 4, 4 4 4 4- 4 4- 4 4 4 4 4 4 4 411 1 ... . ''''.."..'r •.. •. .. %*. .. .' . .,. . . ..' 4, ;' 4, 4. 4, 4, 4, 4, 4 4, 4 4 4 NI, 4 4 .40. .4, 4, 4, 4 4, 4, NI, Nle 4, 4 Nle 4, 4, .4, 4, 4 4, 4, sk .4, 4 4 4, 4 4, 4 4, .4, .4, 4 4 4. 4 4, 4 4 I 0 C .. .- . .- . .. . .. . ... . .. „., .. •„".... . .• .. CO : .. ' .. . .. .. .. .. .. „ • .. . .• ' 10 .. ::.: . ' .•• - .. . :':-...•., . • •• : : •-•. : 4''.";, 4, 4s 4s 4 Nfr 4 4 4 NI, 44' 4 4 44' 4 4 4s NI, '4' 44' 4 4 1 < N i. • ... :: . .. .• ..:.. . • .. . 4 4, 4, 4 4 4 4 4, 4, NI, '4' '4' NI, '4' .4, .4 4 44' 4, 4, NOTE: 4 '4•••• .•'. .. :: • :,:, : •••. i 0 • : •• .4::, .4, 4 4 4, 4, 4 4, 4, 4 4, 4, 4, 4' 44' sl, 4 4 4 NI, 4 4, ..' .. .. ... ... . .,.. . - „./::.- ; ....' ... ... :4. ik 4 4 4. 4. 4 4. 44- 4 4 4 4 44' 44' ost, 4, NI, 4, NI, 44' 4 411 CD ." •. •• . .. .. .., -• .. .. .. 0 ... .. .. .. • '. . .. :. .. '.... ......-' .•'` ; 4 1. LANDSCAPING IN THIS CONTRACT WILL BE UNDERTAKEN BY OTHERS. t....) . ..:: . . •• .. . ,. .. . . ::. : . .• .. En '..i..... .• .. ::::, . .::::::: • . . .. -' .. ,, ,I, i• k ,I, ...i. ,fr sk ,k ,k: ,k • ..k. ,k ,k ...k ,k ,k ,,k ,L, ,k ,L. ,k ,k Q. • • .' . .- .•** r 4•:: 4 4, 4 NI, NI, 4 4 4, 4 4, 4 4 sl, 4 4, 4 "4 4 4 4, ; HOWEVER, THE CONTRACTOR SHALL PROVIDE SEEDING,UTILITY *1 a . . .. • .. .. ...., / ..,, ..•:„.,.. INTERFACES, PIPE SLEEVES AND INSTALLATIONS AS SHOWN ON THE * . • .. . . .. . ::: •::: , .• ) . : : .• . . /* ......::::. * * 4. * 4. 4. * 4. 4.. 4. ...... * 4.. * * * * 4.. 4. * ,k c . . ..„....... .•••.. .. . .. . .'• .- .. - .... .. . .• / ,k :1:4, NI, NI, 4 NI, 4, 4 4. 4, 4, 4 4 4 4 4 .4, 4, .4, NI, 4 LANDSCAPING DRAWINGS. 4 41 . O. ...•,. ..,..' •.,.... .:, .. i, .-..:•:•:.-.. .... .• 8 ••••.. - -........... •-•........-• . . ... . ..' * *:.• 4 4, 4, 4, 4, 4, '4, 4 4 4, 4, 4, NI, .4, 4 4 4, NI, sl, 4, 4 ]:,i :T;'. : . ,. ,.• . .• - CO . • : ID ••••...,,,..... ,.,, ' 4."';4.* :4;: : ..._.,... .. .,„....,....,.................,.,...... ,...- .4, 4.4 4 4 4 4 4 4 4 4 4, 4, 4 4 4, 4 4 4 4, 4 4 2 CONTRACTOR SHALL LEAVE AREA DISTURBED BY CONSTRUCTION AT * 1 _ c •-......., •••-•• . co ........ ... ... . :....... ::: • : - * .*:: * * 4. * * * * * * * * * * 4. * * * * * * .:-. ...,•:,,, FINAL GRADE CONDITION WITH EROSION CONTROL MEASURE AS SPECIFIED. %1-1 ... .,. -4, .4. 4. 4 4 4 4 4 4 4 4 4. .4- 4 4- 4 -4 4 4.....4.,....4 4 4 ,...... . .. :,..',...4. .. .... :.... ....,..., C . .. :..- ,..: ::*:::::%.•'•::::::.., .::: ... 4- ),:4 4 4 4 4 ,k 4- 4 4 4 4 4- 4 4- 4 4 4 4- 4- 4 -4---- 4 41 .. 0) .. . '...::.: .,...• :: • -- . :.• 4.... 4 4 4 4- 4 4 4 4 4 4 4 4 4 4- 4- 4 4 4 4 4 4 4 4 4... 4 4 4 4 4 4 4 4. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4. I U) .. •• . . . .. •••-._ a) .. , •• .. . .. ... . -: • . . 4,.,.• 4, 4 4- 4, 4, 4, 40 '4, NI, 4, .4, 4, 4, NI, 4, 4, 4, 4, 4, NI, 4 4, 4, 4 4,- 4, 4 4. '''-'4',.....4 4, 4 44- 4, 44' NI, 4- 4, NI, NI, 4, 4 4 4, 4 4 44- 4, '4- 44- 4, '4- 4, . . 13 .. . .. . , . *•-..,i,•..... .. . . . . . * 4 ,:-.• ......., ,,. .":4, 4 4, 4 4 4, 4, 4 4 44' 4 4 4 4 44- 4 4- 44- NI, 4 44' 44' 4 44' 4 NI, 44' NI, Nle ate 44- ...Jr .'al?"'''4-,.....,I,.,, 44- NI, '..4'..- 44- '4- NI, 4 Nk NI, 44- 4 '.3, NI, NY NI, NI, 4 4 CD , ,.... . . . . . . ,.. : ' . ...• 4, 4 '4, 4, 4 4, 4 4 4 4. 4 4, 4, 4, 4, NI/ .4, 4, 4, 4, 4 40 4 4, 4 4 4 4 4, 4, .4. V, ....i.*•':'.4..•- -.V., V, V, :4,.:-.:' .4.. V, .4, V. NI, •4. 4. 4, 4 .1, 4, 4, NI, 4 4 BCISTII'■1G . : •.• . ......,.. ...,.. • • • • • • ..... .. . . .......„.... .. .... V% 4 4, 4, 4/ 40. NI, 4, 4 4, 4 NI, 4 4 4, 4, 4 4 4, 4. 4, .4, 4 4, 4, 4 4 4, NI, 4., 4, 4 4, 4 4, 4, Nk,' "4,-.. 4,-. 4, .4... 44- 4, .4, .1. .4 .4. 44- 4, 4, 4, 4 Nle 4, .".". ..• .. . , . . . . . . . ..._I LANDSCAPING . - . . .. • .• ... ..••• ••-- ••••• • : . ::.- -,...--. .••,' 4, NI, 40 4 4 4 4, 4 4 4 NI, si, 4, 4, NI, 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 •• •:,4:, F: ',4'; . •• . *4 ... ; 4, 4 4 4, 4, "4, 4. 4, 4 4, 4 4, 4 4, 4, 4, 4, .4, 4 4 .4, 44' .4, 4, 4 4, 4 .4 4, 4 4, 4 4 4, 4, 4, .4••"".1.0;•:„.„ .4, ::4 NI,*•''4,.. ...4......,I, 4, ...k .1. .1.. Nk 40 4 4 4, NI, I 6 _•., .••••••.:.-- .... .._:••.:::-..... .: :. . . _,--....... . ,k 44- 4, '4- 44- 4 4 44- 4 4 NI, NI, NI, 44- '4- NI, NI, Nk Nt, NI, : '4- NI, NI, 4- 44- 44- NI, 44' NI, 44- Nle 44- 40 NI, NI, 4 sk•:' '4- '4' •••• NIS 44- Nk 4".-..* -.St,...,,NI, NI, 4- NI, NI, NI, Nt, NI, NY 44' Ca • - .."....'.,:.. :..."-:.:'... 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NI, NI, 4 4 4 4 NI, '4- 4, 4, 4, 4, 4, 4, .4, 44- .4, 4 4, 4, 4 4, 4 .40 4 .4, .4 .4. 44- 4 4, .4, 4 44- 4 4, 4 4, .4, 4 4, 4, 4, 4, 4. 4 4 44- 44- 4 4.•• 4 4,-.., 4 .4, CI *'•'"„ '****::::•,'",••"''' - ;4:::: ':":.;4.;',"4. •"•'...„;,4-*:,"•*,,i; ,..*::**/...:*' ' : , ,,,..„...„ •• : • ... . AREA"C' : ...::•-•,- . . 4, .4., 4, 4, 4, 4, NI, 4, 4, 4, NI, 4, 4 4 4, 4, 4, 4, 4,' .4 4, 4 4, NI, N1r. 4 4, 4 NI, 4, .4e .4 4 .4, NI, 4. sl, 4, 4, NI, .4, 4 4 4 4 NI, "4, , 4 4 NI, '4. .4.. ''40 -/... ...• A u) 8 . ..-.-•.. .p .::: "-: i-,,,,::-.,,.. . - .....z.r.::..... ... : .......:::''.,,_••.:::-......:■ - 4 : ' .::::-.-..„'....,..-. .•.-..):::::-..„ ,,„:„--...;----'....:::::'-..,.: • :: . . .- ... 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Nis 4 4 4 4 4 4 4 4, 4 4 4, 4 4, 4 4 4 . 4•- 4- 4 ,T. 40 4 4 4 4 4 4 4 4 4 .4, o ..... ......... .. . . ..,. .. , ._. ..... . " . . 4, 4, NI, NI, 4, 4, 4, 4, 4, 4, 4 NI, 4, 40 *1... .4... ,d, . 4, V, V, V, V, V, 4 .4, 4, 4 4 .4, 4, 4 sl, VS,' 44- ' 4,... 4. ,k ,k 4, 4 4, .4, "' 4 4, 4 NY.' .4, 4, . • '' . .. , ... . .. ::"4*4'••...4'••.;:..'. , • .• . .„ . . . . • ., :Ca ./*".4''' '••.-PLAN-."2--'---•:.-•:: _ __ ._.,:.____ :- ,, .•:•••• .••-•:.• -t-,.:,-,:...•::. :::::::::•-...- - . . - .,,. .. .,... .,.....• .. . • . , 4, 4, 4 .4, 4 4, 4 NI, 4 4, .4, .10 .4, V., .4. .4.. .4, V., ,ik ,k NI, 4 4,. 4, NI, 44' .4, 4, 4 4, 4, 4 sk 4' :4, 4, ',44/.../ sk NI, 4 4 4, 4, •- 4 NI, 4 I . - .. -'''' 4, NI, 4, 4, 4, 4, NI, 4, 4 4, 4, Nk .4, 4 4, 4 4, .4.. .4.: 4, 4, 4, NI, .4 40 4, 4, 4 4, NI- 4, .4, 4 4, ' 4, '',•4,': NI/.:•,N10 4, .4, 4, 4, .4, . 4 4 4 . .. .,., ....... . " '' ' ::. ....*::.•',. ..T.... * 1 . .4:. 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"4, 4, 4, 4, 4 4, 4 4, ^4, 4. 4, 4 4 4 4, 4, 4, 4, sk ';"•40' 4 4, 4 4, NI, NI, 4 4, 4 4, 4, NI, 4 4, 4, .4,4.•••:-.1..."4. ..4, Nle 4 4, 4 4, 4, 5 .....:..:.:. ...4...• ..... ... • ........"........ .. •---........... .,....::::::::::::-...,...... .....••...„:„. • .....-.:... ...-.::-..:•••••::::::.:••-:.:::::..•.: ....::...............-:-..::::::-:::::..... ......... ,,,''.'.*.'....'‘: . .::.-..:::•:•::::::::•:::::::.:::.:.::.::::.. ,........,......... .. . ...••-..-:-.•::-....-.... •. • . ....,:. . . . •.. .• 17,..,...:-...-....::::...-,-."' -- •:-...:.:-...:::.„.:.-. ........:- - -- -,.. ... ---... ....•,•••••••.:.,:::::::,.:.... . ..• .• .... NI, NI, 4, 4, 4, .1, 4 4, NI, NI, 4, 4, 4, Nir NI, Nir 4, .4, 4,- 4 4, 4, 4, 4 4 4, 4 4, 4, 4 NI, 'de NI, 4, NI, 4, .1, 4, 4 44' 44- 4 .4 S . . ,: . ' :-;:•:*,..:":./.... ',..•::. ...•:',":,.' :::::.. ::.; •-•::::- ) .-,.... **- ..::• .• ..., .., . 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NI, NI, .4, 4, NI, NI, NI, NI, NV 4, 4, .4,. 4, Nir N.!, 4.Ir 4 4, 4., : 4., 4- Nis 4 NI, NI, NV NI, 4, 4 4, 4, NI, 4 4 NI, 4 4, NII 4 4, - /0••''....***,/,,,...'!*. '''* ::::;:*•.*:4-:•::::::-:,,,-.-4:4.;...•.,',,.....,.;••...,.;:,•••:'...*4 -,.„,,:;:".', •. • • ••,,• •. ,•. ,0... • .•--.: .•-... -...•. . .:::;.... ..:-,:.:•••••.•..:::,:i":•.;,...;::::**F,'"•.,:::::::"•.-,,,,:*: A;. .'..,:*',..-::.,01'... 'l'a- .'..-:':-. ,... '..11,...-',:- .,. 1.. ' ..2: '....%• ..*:..,'. .. . .. . .........,„,. , .„.. .... ..... ... .. .. , ..... . .... „.. . .. .. .„... ... ... .. . . . . .. .. . . .... . .. ... ..... ... ,.... . V, 4, . V, V, V, V, -4, ...1, NI, NI, NI, NI, ,Ir .4, ■I' 4, 4' 4, 4, 4, NI, 4 NI, .1, 4 4 .4, 4 4, v.. V, V, .4.. Vi V.. V, v.. v. .4, • •'•. ' • , .„ ... . -• • 4,4••••*-' ODOR CONTROL .••••••.. . •: „..••••••,,-..-.:::•:•:•-••••.-.......,:............:.:-...--...-•.::.4::..•.•......:.:..-,•-•.:.-..:•.- ..:•-. .: .- " ,..•. . Iwo- -..:.-: •• ...-•.:::::••::•-.: -::-.. -...„:••••.::•••.:.-. •::. ....--,-..• . .... . .• .. • . . .-...........••-• ...• .... . . . ........• ••. .. .. . -:::- 4 4 '4, 4 4, 4 NI, NI, 4 4 4 4 4, 4, 4.. 4, NI, 4, 4, Nk. 4, 4 4, NI, 4, N1, 4, 4, NI, 4 4, 4, 44' 4 .4, NI, 4, BIOFILTER N . ... • ..H:-..':..':-:::::-...-.... MI 0 . . 1...:-.....;....-:::-....i......:::- Y.--.:.---......"---.'- - -:-:.-.:::-.- - .. --- - - .." . .. .-' - . , -•.. . • .. .1..1 cci%D PROrst _ , 0 .. ... . ..---,-:::-.:::., :-........•............... .......: ...:: ..... .:-...... ....:.. .. ...... .. ,...........„........:-/ --::-.: .-....---- ,.... .... ., .., .., .., ..., ,,,,,„ ., ,,, .,.. , NI, NI, NI, 4 4, 44- 4 4, 4,, NI, Ni, '4/ 44- ' 44- 44- 4 44- NI, 4 4, NJ, 44' 44- 44' NJ? N,Ir NI, CO '."- .' P L " • ••-•-•••:4-:':••'...•'..-PLAN '6- • a '' --..•''' , • . . . . . ' ----' ' ' IRRIGATION POINT • .. . ...---.•-: * * .., .1, 4: 4 4, 4 NI, 4, .1, NI, 4, NI, 4, 4 4,,,..4 40 4,' 4' ■10 4 4, 4 4, NI, 4 4 4 4 4 4, 4 4 4, 4 4, I • .. . ,. .. ..he .• .,. • ' .•• . .....'.•••'' ..,'• .". . .4..F., .,.....1.-• •-'''-..- „--.."4.*:;.,4",- **.4-••*4-4.• :-.:.;:i.4-1:"../4. . . . . ,.. ,-,.i, . OF CONNECTION .., ••. ••. .... ....• :• . .4. *. ..4, -4 4 4, 4 4, 4, 4 4 4, 4, 4, 4 4, ;:•-„NI, : 4. '4, 4 4 .1, sk NI, 4 4 *S1, - ..1, ,l, N1, 4 4, 4, .40, 4, 4 4, NI. ...k. .4....1 _i 0 1N4a_ LV," (..) --• :-, '-• • ..-..---.... ':,::''..., ,-.• ...;'.......,..:'....-..'..:,. ,•-..:,:,,..-,:',.r '' " :::::-:.; %.--'"' . : '....:-....4 -.:"::::::....-.-.. . . . . . . :-..."::%::',:.::..::;-;...::.: :.:'..,'.-:::: :-.:4::„:*.:;."*.'-- ....., • • . ,••.:,-. •. . 4, .4, 4 4, 4 4 4, 4, 4 '4 4, 4, si, 4.0 4, .•4, .. Ve 4, --4 4, 4, 4 4 4, NI, 4 4 4, . 4, 4 4 4 4, NI, 4 NI, 4, C.. 047 e40 L* .„ . •::•,- 11.4.4 Cs) :4 4.**.•.:::-..•*" *4'./4.•7...*:"......:*..' TO 6" RE/IRR (SEE ..... . -, .. •.•... •• 4, ..4, --.4r ■fr ..4,• •!..p. ve 4. 4, 4. 4 4, 4, 4, .4., w 4, -.'44' Vi. .:' Ni, NI, NI, .1, NI, 4, 4, 4 V, V, v.. .4, V, -4, 4, 4, 4, 4, 'V 4, 4, '4,1 4:: . 74902P_ ,---- , . . . . . z ..... . .... ... ., . . ... . •.. .. - ._ .• • .... . .. . .. .•... .:•::-'::::::::::::::::•::::::,::::::::::::::::,:'• • - - - 4, 4, NI, 4, NI, 4 4 4 NI, NI, 4, 4 4, .4, 4. 4, ...... .......•...-..•••- ... .......-.•.•....- T....... .T 44 -.., ", -', ' .... • DWG 000 C 042) . -.. -...4' .........1%.• ***1:1 •1:11 mil■fr • : ....4..1■4' • 1.1/ 4:4..1■4' • sek. .4" '4, • Poi 'on mrawasi. , '4" es'..:ratimaira.4° •4;4'11 •11 IN Am IN 1. ... N. rim• Is • I 4. . . ... . '• ...;:.--4-.:-- : „, ' ./...;:-.- .:,::::',....' • ai . .. . • - - 'mum= 'to .. rwri NB N. im■ 1.1 IN meimml wii IN ie■ I. I. mom. we EN ■ im am IN rm.= .. .. iim■ .. . a.... . .. IP v LI: :- : 1 • .: 1 LA oiR.BooNi z\e7i. ,--:1 P L 4 N 7 a •• I ••.. .•...,.• P••• • .8- MATCHLINE 000-L-14 QUG (2) AREA'C' 6 ....• •.. .. ....•.. ......• .. ,. .... . , ... ...... . . :::.:-:::.:•:. ,•:, ... . .... . .. . .. ..... .. .. . .. ., . . ... .. . '...'..' •••••;,:.--:-.."-.•' . ..,-.-•:. 1 ' ----.:.:.....-.:-..,..i.-•,:.:::::::: -;:'," P ::,"-:' ...1 ^1N K ' ........................ ...........-..:.._::: .:::•_•-, ,••••:. ..,•-•::::,..• . ..-..,--..::......:-.::::.:- .:•••_•• E2cF,:,:113F.,§.;.6,;39.70,5 d u.) u, SCALE WARNING SUBMITTED BY ---- LANDSCAPING SHEET: 137 OF o co 0 0 li 1 DESIGNED C.WHITTAKER (1 ) ) iv W DURHAM FACILITY SITE LANDSCAPING , DWG: 000-L-012 1 ...... I (PROJECT MANAGER'S NAME) LICENSE NO. DATE H iN ASSOCIATION WITH: o CleanWater Services PLAN 3 z 1" =20' IF THIS BAR DOES DRAWN P. HUNTER PHASE 4 EXPANSION .1..) NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. DATE: 21-DEC-2004 0 -) THEN DFIAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPAN1Y OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 ..................................................................................................................................................................................................................................................................................................... . MATCHLINE 000-L-011 40, r- - -7-7;..i,, ....7:::..- ..........,.....„...................„-...........,..„:- --- „,,,...„,.......W.411.11.....:.1.-111:::...... ...1. 111.....I,..11 ...... 111. 11....... ....... .1 11., 1. 1. ......1 111 . ..... . ...:' .. : ; 4. . 1.1 I.................,...111.....1.... .........,-..........'1.-.."11........,I...... .. .. .....1 4. .... 111. 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" .. .... .. „.•:...• -•-• .: • • . . , • . - • •- .. . . .. ........„.................. ... . . ::-•.. : --::::::: :. ....- .. . ::.• • . .., . ,.. . • 4 4 4, 4, 4 . .: ' ;••4 , -""4:••::...:„..."444::".•"••••"..l.'.."....::•::":;;••.:•••••••.,..4:::'' :.:::' .•''4".. ... •'. •• ..• :-•••. ...•' . " : • L. . •. . . ..„.,..,... d. 1,4, ...,, •,,, 4 NI, 4 4, 4, NI, 4 4, 4 4 NI, 4, 4, 4, 4, 4, 4, 4, •4,... .. • . • . . ; :, 4:::••••"' •".'4:•.: :":4:4:::•••••••• .'.'••••••::.. ::• :''' ''''':'•.::•••••:.4".'"'" 4:. . •••4 - . ,,, .„.. .,.. .. .. ... . . . " .. . •- 4• .• . •.• .. . •• ' ' .... . . I ...t., ...i, .1, ,fr .4, -..i, .1, 4 4, -4,•••• .4., 4, 4, 4, 4/ 4, 4 :4, 4, 4, NI; .4, 4, • '4, •• 4, 4, .I.*........4. ;; . : . 1" •••••• • ;4'4, '54 •.4 -,.::::• :.. :••••••.'"•• •••. . 41 .. .. . . -4.' •.•. '-. •' ..." . .. . . . . ..n . 14, 4/ 4 4, 4 4, 4, 4, .1., ,,,L, 4.-,4;4 '4, .1, .4, .4, .i., 4, ,4., -4, .1, ■4., NI/ ..„.,1, 4/ +til, * `,1, ..:.:;" ::. .:: : . . . ' . • ' ::,::::'' -. - . .-. ... .- • • • . :. .:.. • .....„.. .. :„......„.... ............., ..., ,,, . . ........ . 4, 4... ...le NI, .1, NI., -4, .4, .4, 4, 4, ...1., 4, 4, NI, 4 NI/ 4/ NI, * * -...1,'•. 4, 1, .. 4, 4., 4, 'N. , 1 . • 1 ..::: ' •:•••.••••..:...•2.: ..1•.- ..••• • . .., . n .. • . fae NI, NI/ 4, NI, NI, 4, 4, 4, 4 4., 4 NI, sl, NI, 1, NI, NI, 4, .4., 4, 1, 4 Nir,.. .4., NI,. 4, 4, 4, • ; .. • . ' • - - ••• .. . . . 4" ... ••••• ::',.4. '4 ..4•••••:::: •• ...'"4::: ,./ .. . .' • tn. i .4, sl, 4, Nle .4., NI, NI, 4, 4, 4, .4,- '4, 4 4, 4, NI, -4, 4 .4/ '4, 4/ .4, Jr 4, ••11, 4, 4 s • • "•'•••.:••••-:".1 • ••• •"•::" 4. . ' • • • •' f 14, 4, 4, NI, '4, .4, NI/ 4, 4, 4/ .4., 4, 4, 4, 4, 4, 4, NI, 4, • 4, s•".....1, .4, ,4.., '4, 4, . . " • . . . .• . .' • • : . . : .... •,.- :::•••. ..... • ...... E I 4, 4, 4, 4, 4, '4, .4, 4/ 4, 4, .4, 4, 4, 4, 4, 4, 4, 4, 4, 4/ 4, 4, - * '4, 4/, ".41, 4, : s ...- -,-.• • .' "....:: ". L.: .:: •••• . '.:•:,-... '. . „.-. . Co 114, 4., 4., 4, 4, 4, 4, 4, 4, .4, 4/ 4, 4, 4, 4, •4.." '4/ '4, 4/ '4/ 4, .4., • 4.! „: 4, ... .4, •...,* 4, 4, . . , . . • ..„, ... ...•.... ..... . E . . 1 4, -4, 4, 4, NI, 4, 4, 4, NI, 4, NI, 4, 4, 4, 4, 4, 4, NI, 4- 4, NI, NI;4... NI/ .4/ ,.„...4., " •.. .;, , ... .. . . ' •'• ••• • * ' . •. • '' gi 14, .-4/ -4, -4, 4, -.4, 4, 4, 4, -4, -4/ .4, -4, 4, 4, NI, 4, .4/ .4, .4, NI, 4, .4, NI, 4 4., *-4,- ... * ..• - . ...,:. ..„.....,.,.„. • • •• .. ., '• . .. = I 4, NI, NI/ 4, '4, NI, si, '4' 4, -4, 4, 4, 4/ 4., 4, 4 4/ 4/ 4 NI, 4/ 4 '' 4, 4 4, 4., :: ,: . ,,„,.....••••:' ,n.„.„..., -•„ •„ ' . . •Ei, . . . . .. ... . .• ••••• • ..,'4'.::: , ..,...; ,, , 69. 14, 4, NI, 4 4, 4/ 4, 4/ 4/ 4, 4, 4, 4, 4 '4, 4, 4 4, 4, 4 4 4/ 4, 4 4 ',4, 4, -4" ,..•"••:::::.. .:::: 4": 44%•".••••-...4.4'44'•••••• .4 • .. fa I sl, NI, 4, NI, sl, 4, NI, 4, * NI, NI, 4/ 4/ 4, 4, 4, NI, 4, 4, 4, 4, 4, 4' NI, 4/ .. ,11, ‘1,. , .• .. . . . .,, .. .:.::::::. '-• .. ''. -:::. .'' , fa :: , : ..' :.'..f: ::.::. .::, ''' •,...,-,.".: .:.; 4, 4, 4/ 4, 4, sl, NI, 4, .4, 4, NJ, 4, 4, 4, 4, 4, 4, 4, --4, 4, NI/ 4, NI, NI, 4, 4/'.. -,1, NI, •, ::', ::.: ',_'.. :: .:::, ::,:: .:„..:,„,i... .•' :.; . I I.. I 4.... 4, 4/ 4, 4, 4, 4, 4 4, 4, 4, "4, 4/ '4, 4, 4, 4, Ni, 4, NI, 4, .4/ '4, 4, 4, 4,.. '4, • . . ' . • ....:- .•.•••••••''''.:,.'' .• ....... .... '• , .. a) 1.4, .4„ -4„ -4.- .4.- NI/ 4, 4- .4, NI, .4, .4, 4, .4, Nie `4, `4.- `4, si, 4, 4/ 4/ NI., 4, .4, 4., NI '4' '.., . : . . , s,:...::••-. :,.;•:•, ,. O . :- :-.., ....::-......:.: . . -.• ---.--. •..: . . . „ ' - " , . n1 .4.... ....,, .4., 4, NI, 4, 4 NI., NI., NI, 4, 4, 4, 4, 4, NI, .4., 4., NI, NI, .4., 4., 4., 4, 4, 4, ...NI, • • :::-....::: :.' . .. .••-'.• ,•-• • . ' ADMINISTRATION . • .. 1.4, •.., 4, 4, .4, NI, 4, 4, .4, 4, NI, .4, 4, 4/ 4, ..4, 4, .4., 4 4, .4, 4/ 4, 41 4, 4, 4, ...,'4, *• ..• ...,',„....,..•:: . ...,: :•••:::',.. : .....'.'.••*-• -.".,. '4 . . ,..,:""•'.'''..4 ..:;1•:',..:.... s . :" ...••••••• •.1,..",:•:'1":'''-'::::::::•""„:,......•":1'.'....-..---... . .. . .. • 1 4., 4, 4, 4, 4, 4 4, 4, 4, 4, 4, 4, 4, 4 -4, .1, ,4, 4, .1, ', 4 .4, 4 4, 4, 4, 4.*,. . • ' '4,....':',.., ; ,.,:'.. j„.•:•.:' ,•,:. '4',.. • . • -. . . . • . •.••....., •::.,. ,•:;':..:.:,.••••' ;..-: .*.:',:• .•.' ' ' --.••. :::.. .: ..... ...' '.........: . • . I 4, 4, 4, 4, .4, 4, 4, 4/ 4/ 4, 4/ '4, 4 4, 4, 4, 4, 4 4/ 4/ 41., 4, 4, 4, 4, '4, 4., 4,s :. :: . . '. .. •"s . '4' 4, '1, 4, 4, NI, 4, 4, NI, '4' 4, 4, 4, 4, 4, 4, 4, '4' 4, 4", '4' .4, '4, 4/ .4, '4' 4, 4,..; s. •••, : • . .. . . 1 • .. 4, 4/ 4, '4, 4., 4, 4, 4, s4., 4, NI, 4, 4, .4, 4, NJ/ '4, 4, .4, 4, 4, .4., 4., NI,.. 4, 4, 4,. 4, "::"„;*... ..:• '''...".:1 '1:::::•••••:•:":"••••••'.'•."."..:::-,:::::,:::::::::::••••"...../,',44,1:: :•-,'" •., , ., .. , • • ,•: . ... . • • ..::::::::..'•.••• :::'..:•••:.•••••••'•'•••••• I sl," NI, * NI, 4 4., 41., NI/ 4 -4/ 4, 4. s.L. NI, sL, 4., NI/ 4, NI, NI, Nle NI, 4, .4, NI,. NI, NI, ••••,......::... :.• , ' s:;:..:.;4 •. '..........,:,....2.•-•M:::::::::".•-••••;:,:,:,:;..f. ; , , •• •.. .. . • . • • ' -••••.. .".•:.•.:•''''•••:'''......'.:::::••• .• 14, 41/ 4, 4., 4, NI, -4, 4, sl, slo. * NI, 4, NI, 4., 4, 4/ .1, 4, NI/ 4, 4, NI, 4, NJ, 4, 4, ',Le :„...„ :,, • . . ::',.... , ,../.:/..:1\":::::.''''',.....'::,--:". : .. _....::: :::- :...... • . - -- --% . .. ' I 4, 4, 4, •/ 4 NI, 4, -4, 4 4, 4, 4, 4, + .4, 4, 4, 4, 4 4, 4., 4, 4, 4, 4, 4., 4, . .: ::: :: • . . :: ••, • . ../••• ,-.:"",•: •:„..:••••., .,"•" ...::, . • • . , . . . ' . . , ••••"-.1••*•• :::: ......":"'..-••."'•' : ' -.••••::•':.]. .":4.-' 4::".• 4''"•....'"'41.:'.."•.4.::::1 :: .•..]:••••••., ::: • . 14, 4, 4, 4, 4, 4 4, 4, 4, 4, 4, -4, 4., .4, ...1., .4, 4, 4/ .4/ NI, 4, 4, 4, 4, 4, 4, 4, '•..t .,•. ''.•, ::, .: . , . . . . . ..,. . .. ' , . , .• • . ' . I 4, 4, 4, '4, sl, 4, '4, 4, 4 -4/ 4, 4, '4, 4, '4/ '4, .4, 4, 4 1, 4, 4,, 4, 4, 4, 4/ , ..,. ..,.,.... • . .."•:•.. • : .:::::' . , . . • • I.4, 4/ 4, NI/ 4, NI, NI, 4/ 4, 4, 4, 4' 4, 4, 4, NI/ NI, 4, .4, 4/ 4, .4/ 4/ '4, 4/ 4, 4, .,‘• ::...'''''•,,-......•.7::.,:."...-'..:-,.." -. ...' - ' ., , . . ''.. . ,.. .. , ..,.,...... =4. ''..':.,...if:::::.::::'.'..':".......:T.••-" '' ...... :, '-. ,• . . . . ..... I •, 4, s1, 4, 4, 4, 4, 4, 4 4, .4, 4, 4/ 4, 4, 4, 4, .4., '1, 4, 4, 4/ 4./ 4, 4, .4/ 4, ::',.• s .„., . s,..........• • . . . . , , ., ,.. •,, ••• • , • • . • , I NI, 4, -4, NI, .4, 4 4 .4, 4, "4, 4, 4, 4., 4, 4, .4, '4' 4/ -‘1,- 4, NI/ 4, NI., 4, 4, 4, 4, :•., . :.:• : ::::,...21,,..':.., ,. .• ...„ , . • . • . .. . , NI, NI, NI, NI, 4, NI, 4, .4, 4, 4, 4, .4, 4., 4, NI, * .4, NI, 4, 4, 4, Nle NI, NI, NI, 4, 4 ..•••: ." ...'." •.•••:" • .-.4 • . . . .• .• • •'• .: i.:„4„...., . ...:"•"4'. '".r.'..', .4"4:":": . 14'•"•-•';'•,..4.,•:. •• . . "4.:•."........-;n' 4*. , n.... ..,n... *..•.4 . • . *. • - • .' .. • . 1 . .. ; .• . ' :":•'4;'•. ' -''4•••••:,: "4 ..••• " 1 4, 4, 4, 4/ 4 sl, 4, 4 4, NI, 4, 4, 4, 4, 4 4., 4, 4, NI, 4., 4 4 4, NI, 4, sl, sl." •.;: .:1:::::: : f......,..:.: . • , • . • . . .. ,. .. ... .. ............, ' • , . „ .4 • . ..••::"..„ ,1•-.4 :'"::."1' ' ... 14, 4, 4, 4, 4/ 4, NJ, 4, 4, ....1, 4, NJ/ 4 4, st, 4, 4, 4, 4., 4, 4 4, 4 4, sle' . ....:. . . . . ,, ,. . .. .... „ ,... . . , I ,i, s4,/ ,L, -4- .fr 4, '4, -4, ,4, 4, 4 4, 4, 4 4, 4, '4, 4, 4,, 4 4 .4 4, "4, 4, 4 ^4,...": . H.": .:'',.."•.:::',..''.".?.. "'4•.4.4 .' :4..-l.•••••./.71.•4•" .44 • . ' ' • • 44•- '•• :i••• ••• .'' ,...."...":" ; .,' • : . n.- •••• ,••• : ..".,::. , .•'-...:"...'. ' ' . .. . 14, 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 .. -,. . . . • . 11 .4, 4, '4, 4, 4, 4, NI, 4/ 4, -4,. .4, '1 .4., 4, 4, NI/ '4' NI, 4, 4, 4, -4, NI, * 4., 4, 4 ::: :' :•.'"*.%.::::::,..i., .:•••: ••••- ' ...":•::4.1.4.,::::::::::. •••,••••":".i../..:.•••••:-4.:4-:•••.:•.....,"4" 4"..n""4,4... ''.... .. • . . ' . • „. . ..:-...:.-.....-• . .• ... . , . 4: ::: • • •• • , . . . . . . „ , , • , . . . . , .. ....,... .. 1 4, NI/ 4, NI/ NI, 4/ 4/ NI/ NI, NI/ 4, NI, 4, .1, 4, NI, 4, 4, 4/ 4/ Nle 4, NI, NJ/ 4, .4., 4, .. ". 'X.';'; :-...•••::••••••• .•'''' ••••••":"•"••••••••:/4 ••:-•?:•;*::' i:S,"•• • , e .'... • . • • • I NI, 4, 4, 4, 4, NI, 4, 4, 4/ .4/ 4, 4, 4, NI, 4, NI/ 4/ .4, '4, 4, 4, 4, NI, 4, 4, 4, 4, : ; * -...:: ..•••••••,,,--'• ..... ..••••••••••••:";:•'•••••.-":•.:,..:... ••.• .i":•.:::: ' . .,. ; •-•.."......._..' ' .. • . .......•• ', , „.. . • , ., • .. „ ' • •• . . . ... . . ' 4:•:,/ :"1 "4. •,:;•"••'"'". -: "*".....".:::::•••••,.•••••••. ••:•••." 1 .*:•.•:::' . 14, 4" 4 NI, .4, 4, 4 4, 4, 4, 4 4, 4 4, 4, 4, 4, 4, 4/ 4, NI, 4, ..4/ 4, 4, 4, 4, I 4 4, •, 4, 4, 4, 4, 4, .4, 4/ 4, 4, '4, 4, 4, 4, .4/ 4, 4, .4, 4, 4, .4, ,L., 4, 4, NI, , s..;•,. •...- .• '' ... ., . . . I 4, 4, 4, NI, 4, .4/ 4, .4, 4., 4,, 4, .4, 4, .4, .4, 4, 4, '4, 4, 4/ 4, .4, NI/ .4/ 4, .4, '4, i '. • :•:•:•••• ' •... ;:••,:: •:•. •.• ..:: .....,,...: ••... ,.... ...:.""......,....,::::,.....,......,,,,, :• ". :.. ,••• . .... '. • , ...,....:, : '"., . : •:::.;*. "*.. ••• :..,•'....L., .. ..: • NI, NI, .4, 4/ .4., NI, 4., NI/ 4, 4/ 4., 4, 4, -4, 4, '4 4, .4, .4.- 4, 4 .4, -4, -4 4, -4., "4, ,,..-...:,.....:. ,'• . '•.; ,. .. ; ::...,:••••.;:,.:*':'....••••':.... . , •••::..•"- .. ..- ,,H '-• , . . I . •,.., ::: .. ...-::::: - -.:::: .-' .... I-' 4, 4, 4, NI, 4, •-.4, 4, 4, .4, "4., '4, '4, NI., 4, sl, 4 4., NI, NI, 4, 4, 4, .NI, 4, 4, ..4, : ,.:. ..: :::::',..:',..::: :.t.':',..:',. ..i: : ' .-;..,f,'",''''..."'"........,•:"? , -• ..., .• . . • . . . ,•:-/ ' *•i"..,*: . .,.' ;.'.,::::... ..' -.... ..,: . I ,J., ,J., 'NJ, "..1., s.1, 4, 4, -4, 4 -4, -4, 4 4, 4, 4, 4, 4 .4, 4, .4 4, 4, 4, 4/ 4/ 4, 4/ ' ..: :,1 ' ', '.•:-.,,...„..., , . ..-•,.. -, • -..'„•'.::',••••:: ;.!-:;,,,:,."" - , :.- ..•"••:,;'•-.:.•.,-•.:, •.... • . . •., „.. .,...., . . ,.....•; , -. . : 14, 4, 4, 4, 4, 4, NI, NI, NI, NI, -4, -4, 4/ 4, 4, 4, 4, .4, .4, 1, 4, 4, .1., .4., 4., 4, 4, . .•"; 44: •••":". :....'";" : .:•*-,.., . .. '..":',:: . :::::::::.....4"::::••••••/.••,.. ., . . .- •,-. .• • ..-.- ' ...''" 4,. ...4"4-'4 :::-....••••'.'1'.''.,:iii....4' '''•;".•-.... ••• ' .. C\1 • 4, sl, .4/ '4, 4, * 4, 4, 4, 4/ 4, 4, ^4, '4, 4, 4 4 4, 4, 4, 4, '4, 4, 4, 4, 4, 4, ., . .. . : . •••..4,./.44..".:::" ,:::: ,..;•:',.4:4•••":. 4".:::•-'...•:1•4;: 4444::-.;•• ••••••.„... ..•••"';•. ..44,•", ...'.... ns•...••• • • . 14, 4, 4, 4, 4, 4, 4, 4, 4, 4., 4., 4, 4, 4, 4, 4, 4/ 4, -4, 4, 4/ 4, 4, 4/ 4, 4, 4/ : .-• • . . ,..,... ..... . . • • :: . ' '4- :: :4::14•4•4"-.2•":„:":,.. .c."" n••••••:::••":";.•:: ••":::,. -•• ••••••.:.... • .4 • .. „......4r"' .4., 4, 4, 4., 4, 4, 4, NI, 4, NI, 4, .4, NV sl, '4, NI" 4' : 4"" : . 4.''' ' " :•• ""'*••••••••2:::::::.••'..."'" •,.„... •• "-4:••'• : .." •• • 4 ' • •'.. :••1.•• •:.:.-• .1•`:., .: .4- ..' •••• 44. 44■00 I 421/N4. 4,4,..4"-421".4.2k 4...4..4.4.'.421/.4.21"44'4 .4, 4., 4, 4, 4, NI, sle 4, 4, 4, '4' .4, 4, 4/ '1e. 4, : .-- ••; ; , .. .. ........" . ". , .,-'. ' . . ... . . . . . . . 1 I .,•.. . • J•' . • • . ,....,..'• ...I I 4., 4, NI, 4, 4., 4, 4, .4., 4, 4, NI, 4, 4/ NI, 4., NJ, NL, NI, NI,, .4/ NI/ NI, * 4., 4., 4, •-4,• l' .... ..„. .. .. .. . ... .. .- • .. . . • ..•....:• :::•.2... •''''":::2:•.*......-*;•:::::-..:',.-:'••••„ ,••' ,-• .. • •• • - • . .. . . .. .; ., ., „„ , ;. • , . 4, 4/ N.I, 4/ -4, --4, 4, -4, -4, 4, -4, 4 4, 4, 4, 4, 4/ '4, 4, 4/ 4, -4, 4., -4/ Jr .4, 4, ...: :i : ., • • • . • . I . . . •• .. ..... ... ..•.-. .• - ,,....,.,..„, ., , • ... .,.. ..:.. .. .. . - C) I ,I., ■fr ,i, -4,- .4, 4, .4, "4, 4/ 4, 4, 4, 4, 4/ 4, .4 '4, 4 4/ 4., 4, .4, * 4, 4' '4/ 4, ..., :,,.: i , . • ,..,,... .. . . ..•.. . , •• - •' -•,. .... ' •• -•...•: '• - .• • ' . %' ...'.:.•:". 1, '''',„...., ....1,•;1::::.;:',.:12.':.../ •,.."'„ co 14, 4, 4, NI, 4, 4, NI, .4, .4/ .4/ -.4., 4, NI, 4," 4, 4, .4, .4„ ,4.. .4„ .4„. ..4, ..., i r: ., : ••. . , •• . . .....,....• ' • •.. • ..• 1 4, 4., 4, 4/ 4, 4, '4, 4, 4, 4, NI, * 4, 4/ 4, 4/ 4, 4, 4, .4/ 4, .„ .• . ,• • .. • s ..::::••,•::„•:••••:;•:',. ::•:"...„...,,.• ..•.• ' ,‘':.. ,,.• "„ . .: (2) I 4/ 4, sa... "4, 4, 4, 4, 4., sl, '4, 4 4, 4, 4, NI, 4, 4 4, 4/ NI, 4, .4/ : 4/ '4, 4, ,i., • •,', ,• • -...•:•:i.i.: .:.',..,••: % ...-..::::: ','•'•' .-'4.- ::.'. ' ' . "4•.. : .••••.:••••:',•.„.'•,:.'••:::•••••:.;.•;.•,-,.....„'•'. .. .. ....,..........,: , ...,........,;,..4 ., . -'.. • .. .... . . I .4- -4, ,i, 4, .4... .4, 4, 4, sle NI, .4, 4 4, 4' .4, 4 NI/ 4, 4., 4, 4, .4, 4, 4, 4, 4/ NI. ....•.: . .„ • ... . . .. • .n ,••.•'...."4:14 ,..4 :•.„„. •.4:4' ".•'4".••.. , . . W 14 4 4/ * 4, 4/ NI, 4/ 4, 4, .4, .4., 4, 4/ NI, NI, .4, 4, 4, NI, NI, .4, NI, 4/ '4, * 4, . : .: , . ., . .., .. . , . . . ' .-..••• . .,.. .. • • . .,. ,....' - Z • 4, 4, 4," 4, 4, 4 .4, 4/ 4 4, sl, 4. 4/ 4, 4 4 4, 4. 4 NI, 4, .4., .4 4, 4 4,,4,4 "‘. , . .• ..44:• • 1 '1,4 ''.•":••••. •":"'" ••••..: •••*.....:••.•-•*::-••••:::::§"::,:;•.:.:', ,•:,*%:.• : „ ••• •••'•••• •.:.:• ." ,. : • • • . ••„ ..;:".". ....:,;:.".::•;.., : ,.••'•;..•••!. .. 14 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 .1::•• ••-•••:::.•••••••*•••.:::::.• •••*.• 4••:".. ••*.:2-.,.•:-':. •• •••••• .: • . * , • • ••.. ,,,,,„„.1 4., 4, 4 '4, 4, 4, 4, 4, 4, sl, .4, 4 4, 4 4' '1, 4, 4 4, '4, '4, ..4., .4, 4, 4, 4 4, :: ''...,,:'. '; . -.:.,.:• .''.....:..-"•••-,..:.::'...::,:',:.,:,..,:. "..; '''..,;.:•:..,•••.......4,.••••••'. ''. .'. :,:-...,::.:.::'•:..'.. ..•':,‘: .. . . . . . ... .. I • • . . . .' .. , 1 1-4., -4, J.- '4, 4, NI, '4, 4, 4, 4, "4, .4., 4, •4, 4, sl, 4.., 4, 4, 4, 4, .4, 4, 4, 4, ..4., 4, : :,,:: •: : . ..•.•' •• . . . .... .• • .,.,.. :: .... ........ : .. % ., ... . LEGEND , 4, 4, 4, '4,' '4, NI, "4, 4, .4/ NI/ 4 4., 4, 4/ .4., .1, "4, 4, 4, '4, 4 .4, * 4, '4, NI, . :, ,: '••:r'.•.,, : .. "ri• •,:, ••• .•:. ... •••:.• .•••••••."'":" -:' 1•:•••:" '•• 1•''':,. ••••,.:-/ : :: 4•'•.. :4 , ; . .. ••••. .44• '.....:. 41••••.*„.4 , : ,•" ' • ' . '•:.".-,:::::::::"::::'" '''441•*':::"..;••••;.:: /4.'4.4...4 ,••' ••.•.•,... • . . . 0 14, 4, 4, 4, 4, 4, NI, 4, NI, 4 .4, 4 4 NI/ NI, 4, 4, 4/ 4 4 NI, 4, 4, 1; NI, NI, 4 4: ..: . • • • • . .. .. . .• •., • :. . . .,. • 1...., I .4.- .•.,, -,1-. NI, 4, NI, '4, 4., NI, -4, 4, 4 NI/ 4, 4/ 4. 4, Nle NI., 4, 4, 4„.'4, 4,4/,4,4, 4,4,,fr 4,„1„: ., . . • • , . .. • ' • % •'• ' ' ••••• •• •••••• ' ••• '' . • . . . . . . . ..... .. .. . , • . ' •''• act 14, -4, 4 -4, 4 4, 4, 4, -4., 4 4, 4., 4, 4 .4,' NJ, •J., 4,I,4,..421,,i,-4,,4, .4, ,4„ ..4, ,1„. .4, ; . , •. • •':•••' ..;.•••••••':•""':•'"*"4,:••,;.;,*.':•2:••• , -'.;,•:],';•,,.. %:::' . : .,•:.;' ,•''. /. . . ••••••••::: : .. ......:;•"''' .. ::,....;...?,r• .•f.":::.•:::::,.•.;:.:;;;*. "L'.--:•••;:r•*:°-•- : ..•'•'''•:.:•., ''•••••''' .....i'' ' ' • •-' "..•:;.s. .',-..... .•......X.:'. '.. ........ .• . • . '• I 4, 4, 4, 4/ .4/ .4, `4, 4, 4, 4., 4, 4, 4, 4, 4/ '4, 4, .4,, .4., si„, ,: • . . • .. . ' 4: ;:"•••4::' ..... . 4:::4......•'••., •••••'•: ''..."*.• . , 14, 4, 4./ 4' .4/ 4, .4., 4, 4, .4, 'Jr ,1,,, -4, •4, 4/ 4, 4, 4, 4/ 4, NI, 4, 4, . 4/ , . • •.; ••,,, 1• :: ',..•• ::::?:•.:•••:.,..,'''''''''''::•:•:......*c,:-••;.,':',:: -:..2-..,.,•••••••••• ••••4 '' ••- ...••••. ....,• •, .. I st, ,i, .i, 4, 4, NI, 4, '4, 4, ^4/ 4, 4, 4, 4, 4, 4, 4, 4, 4., 4, 4/ 4/ 4, 4/ .4, 4/ S : : . . . . .. . ........ - ......... . -•... ..........,.„•. • 14, 4, ....1/ NI, 4/ NJ/ 4, .4, '4,- ,I., NI/ '4, \I., ,,L, 4, NI, 4., 4, 4, 4, 4, 4, NI, . NI, 4, 4, .4.,...: :-.. ; -•• 2": "4•••-,", ;..•.•4:::••••• .. . •. • -.. ."•-., ...• • , . ,.. • •• . :. . I NI, 4, NI, 4- 4.., NI, NI, .4, 4, 4, 4, 4, NI, 4., ,L, .1.." 4, 4., NI, NI, 4, NI, * 4, 4/ 4,• •.• . . . • '.• ; .4,"4'. . . . • :•.. '...i:::,.. •:"..,..•:•••.•;"4:4J''' •'• ...:/•:,...„...-•>• " " .'44 41:2. 'k ‘4' OAK WOODLAND SEED MIXTURE .. :. .., ::-..---.. -.-.... NI, .4., 4/ 4, 4, 4, NI, 4, .4, 4/ 4/ .4., .4., "4" 4., 4, NI, .4, .4, 41/ 4., 4, 4, : 4, 4, 4, :4/, •; .••••-•••,, •'-.• •••-• .. •: : *•,•••;• ::...' ::::•;: . . • •• 'l'......•••••••:.„...,,,,,..:••••,:s...".:•.,........ •:CS.•,:,•:;....••.....,••;..'s: ,,..•.••.•.:.. s4/ ‘ ' 'fr (IN CONTRACT) 1 , , '4' 4, sl, ■le %le NI, '4, .4, 4, 4, 4, 4 4 4, .4, 4, 4, .4, .4 .4.. 4, 4, '4, .4., .4:- 4% . : -..,.. .. . .. : 2 .n .• , • . • • • 4' '•1' •::::•.":' ••4'-L": ."",::i.„."1:"].."'•1'4':::',•••••••":"..::,..• '•4••,S1."".. ... -.. ...„.. I 4, NI, '4' 4/ 4, 4, ••4, '4, .4/ 4, 4/ 4, .4/ 4, ...1/ 4, 4,.., 4/ 4/ 4, 4, 4, 4/ '4, '4, NI, :'..... -•• '%.::-.."'S:::'....•;::M.":::-.."....,.••'.'1.•-•••' .;.,:i'"...::1' ..... ,.:::' . ‘ . . . '4.":::::••••••••••:".:.....;.•.;......„;:iif•"::::: ,..::.....", .f....•••••••:'::..•1:, :.,:"...."..„ -• - ' , 1 4, 4, 4/ .4, 4, 4, 4/ 4/ 4/ 4, 4, 4, 4, 4, .4, 4, 4, 4/ NI, 4, NI, 4, 4, 4/ 4/ 4/.;:' : :S.: -. ,..,...,..-.-"••••-•,:Vg•:;;;:;•••-•:••%:".•1.• .-•••.!s...„.•:?...'..'.".•....' . • • .."s., . ., ... • • . . . . .•'''' ::....,••• ,''.:::::..-••••":,::": ,'"*"....... ..:., ...•>••••"1:•,s,':,.;,•. I:. ',. ". . . I'4- 4, 4., 4, 4, 4/ 4/ 4, 4, 4, 4, 4, 4., .4, sl, ...1, ,..i., 4, 4, 4, 4, 4, '4,, NI, 4, .4/: -*1,". :s•:... '-"•-.. •• .. ,::::•/:',..,...:1,..'.. .•:;:::.:.'•.,';•••-;:••":•:•:•,:.:'''''''''' "....::: ..•-• . . . • .• • . . ••..•.... , . . . . ,.,. 'r.,•s...',.. '•••••';•....;'.,.„ ;....: •••••....;."."::::;:;"...".•<••-.••"..:, -: ••,..,''''•":..',, ., .. ' , . • I .4, .4, •4, st, q., 4, 4, 4/ 4., 4 4, 4 4, 4/ 4, 4/ 4, 4/ 4/ 4, 4, 4, 4/ '4, 4/ .,L,: . . : :,:: ... • ' .. - . . .-. ..... .,. -4. I--1- .4,- -si, .1., ,i,, .1., .1,- ,-4,- -4.- .1.., .1.- 4/ 4 NI, 1, NI/ 4, 1, 4/ 4 4 NI, 4, NI, 4 4:: : ....: ..: . ••.•:::":."•••.:••••••.••.•• 4••• I.." :.::: ,:' • ., : : .• • . ,„.•. ....'... .• • • : . : . '''•":-4:::::•. ' '•-• ' '•:"..,.•-•'4 . .*•• ••-'..:•:••• :••• :::••:•:•4., ."-...."-,.. •44,... , ,. . • .......; .. • 4, 4., NI, 4/ .4., 4, 4, NI, 4, NI, 4, 4, 4, '4, .4., NI/ .4/ 4, 4, 4, 4, NL, 4/ 4, 4, 4: : • ::. • • .• • •-••••."•••'"••••"......•••-:•• '• „.., . 14, 4, sl, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4/ NI, 4, 4, 4, 4/ .4/ ...I/ 4, .1, 4/ 4, 4% •:4 :....., , n„ -••-••,. . ., . . . • . I .. ....,..... ... . ..,,,, ....,, ..,.... •.,...- 4/ 4, 4, 4, 4, 4, 4, .4, 4., 4, '4, 4., .4/ 4, 4, .4/ NI/ 4, 4, NI, 4/ NI, ; i:.,. .., • , . .., .„ . .. ., ... , ' .. ....• • •...... .. "... .- 114, NI, 4, 4, 4, 4, 4, 4, 4, 4, .4, 4, .4, '4, 4., NI, NI, .4, 4, NI, "4' NI/ 4, 4, 4, .4...•: 4, .„...' . . , '• ..- -,• , . ' : - : ' •::::: 14,." -..••:'• "%'....•.••".." ..": •• . •...... .;„•::::: ..• i",-.:...:. , . . .' I 4, 4, 4, 4, 4., 4., 4, '4, 4, Ve 4, 4, 4, 4, 4, 4/ .4, 4, 4, 4, 4, .4, .4, 4, .4,s .'4, i .... . : . . .-........,,.... ;..• . . 1-4., :4, -.L.- NI, .4., 4/ NI, 4, 4, -4, -4/ 4, NI, NI. 4, 4, 4, 4, 4 NI, -4, 4/ 4. 4, .4, "...NI,: .4, 11 :. ".: ..; •••••., .. .. .. ... •• • •••• , . • ' '1 f."' •""•••••••.":4•••"1::.:..'••••••::::"."':•1 • .. .• • • • • ' 4/ 4, .4, 4 4 4 1, •NI., 4, ‘4. ;'3' : :•••• ":" , • . .. • • • ,. 4;fr 4,....1'.4,24'4,s'1".42V 4,4'4...1..421-421'421"4.2.1/NI/%1-4,sl...4,'4'4'4'4 4, '4- ■fr 4, 4, '4, 4, 4, 4 :'4,: 4, ••••• :4' . .. •• 4:- ••• : • :::;••,"",„•:' ".; •..: . . • •• .. .• . .4 .. . . . .' . : •••••••••':.' ''''' ' .' • , . ' . - • • . . . '4''' 4' ., •'4' . . .• . . - . . . . . • ... ... ..,.• ......••.- . . ., ..•':":"....":"..•.•..••"•:::•••••:4.:4-;42": .::•..• ' • • .• . . • ' • . I 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, . . .. . .. . . .. ..,. .. . . , .-•, ., . , , „ , . , .. . . . . . . ' • • . . . .,. 114, -4, 4, 4, 4, 4/ 4, 4/ 4, 4/ '4, .4/ .4, '4, '4, .4/ 4/ '4, '4, 4, NI, 4/ 4, '4, 4, ;41 4, :, ... ; ,. ' . .. . • • . . . . * • . • • • • ,'.":..••, .. ,.•' . ,, ... I 4, NI, 'sir J' 4, 4, 4, '4, 4, •4, "4, -4., sl, NI, 4, NI, :•••• i'.' •• AREA s'O'" ".4,''',,,'',.,, '',:,:; , ...... ...-..._ . • -•---.:.::::::::•.... :.:.',::....--,-,.........-...--.- . , .- :;., : ---.,.-....2? .... ... ... - .,-.::.:•,.. .-.•,:::. .....-,......4-• .• •.. :,.-• . . ..„ • . .. . ... ... . . . ..„ • . . ,, , ... ... ...•.. ,... • •. .•' . • . .. . . 14, 4" 4, NI, 4, NI, 4, .4, 4, 4., 4, 4, 4, 4, 4, sl,et)c:r4,‘ ..,.... '4, .4, .,,... : . . . .....• .••.• ...... ..,......,....•• ...„.- ,, ,.. •',..•..., . ::•••••••".:•••:, •• • . • ..... .... ...,.... .. , . ..., ... .. . ". ... •- .:: ••,:: 2•:... • . . • .. .„ .„ • . . -•-,. . 4, 4., sL, ...1": -4, 4, 4, NI, 4, 4, 4, 4, 4, .4, *PI 111,Li 4, "4, NI, -4, -4, 4, ',.."1-",• 4, ..: :: .. . ' • . . , . . • , „ , • I . . • . .• . . . . . . . . 1•4,- NI/ 4, 4, 1, 4, 4, 4, '4' 4, ....1, 4, NI, .4., 4, 4 1, 4, 4, 4, 4, 4/ 4/ 4'; : .4, !•1, ; i ' • SHOP • 5. - -,-..::: .. :. .-..-.-....-- • • .. . .... . .. . . . .... .. . . 1 ...., ..,, .4.... NV '4' 4, 4, -4, 4, 4., .4, -4, -4 '4- 4, 4, 4, 4, 4 sle 4, 4, • 4, 4.• .;::- . . • , . .. . •• •••' •••• ' •••••••". •••• " ..4 1-4, '3-' 4, "4, 4, 4, 4 4., 4, 4, 4, 4, 4, 4, 4.... 4, -4,. .4' 4, 4, 4, 4/ 4" J., 4, ••:., .i . .,' ,:,.. ',. : .••••-'. .. .•' .' . ' . . .... .. ,. . . , ..••• ;,.•,...,2. • .„.-- . . . . I .4, ,i, .I., 4, 4 4. 4, 4, 4, 4/ 4, 4, 4, 4, 4, 4/ 4, 4, 4 4 4 4, : sfr ..t, . .,t,, ..i ; .. . - . . . .. . . .. . , . .• , .. , . ,„ .....; . . .,.. . . . I: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'.-.-:: .' .-- .,.. .. : • ,. I -4, s.J., .1., .1, .1, .1, .1, .1, .i, 4/ '4, 4, 4, 4, 4., 4 4, 4, 4, 4, NIfelaki, '4, 4.,::. ., : • . . • . , . . ' . . ., • ,. 114, 4., 4, .4, .4, NI/ 4/ 4, .4, 4., .4, 4- Ni, .4/ .4, Nle NI, -4, 4/ 4, 4, NI., 4, ': • .. . -,....-. - ."4.•:".".••''''''.‘"''''''.1'-'1•"::.":•„„ 1•• .. . . , . 44-...:-:-• 4'.-: ::;1•":"::::: ::: . . , . • • • • I - ..i.:-..-,,.:4::-•'. . . .• *a NI, NI, 4, 4., 4 NI, 4, NI, .4., 4, .4, 4, NI, 4., .4, 4, 4, 4, NI, 4, 4, "4/ : : • - .: ., • : ..•••:, 4 •. . . .. te I.4.- 4., 4, -4, 4, 4, 4, sl, 4, 4, 4, 4/ ...1, 4. 4, .4, 4, NI, 4., •.. •...•..-•. •••• . '••- ' :::::• •...; .•• . • '..' ' .'• ' '-' •• , •': • '.• ' ..% :.4.•'...'.:•••.'• "• ::: . " ••.i ta ....: .,: .; .• . •.•....:.-.............................s..„:-............,.....,.,..;.,.....:....s'...•••:' :•.,::::*...::, ,„ '.., . ':.: 'ea' 1 4/ 4/ 4/ 4/ 4/ NI, 4, '4, 4., -.1, .4, 4, 4, 4, 4, '4, 4., 4, 4, 4, 4, • • • - • . .. . • •' . . , . . . . . . . . . . .. ........ ,,, . , . . .: ... . .,...-•- . .:.; ..:•"... ... -. . .... ::.:.:..... ;•..: :: . . ..: 10 4, 4,' 4/ 4, .4/ 4, NI, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4, 4/ '4, . : . -• .• . . . , .,„.„„....,..... ,, ,. , •. ....„. ...... . „ . „. .. ..,.„.. . •... .. • . .• • • • '••••••••"""••••• •-•*"" ••• • ' ' ,,, • . . , . .......... .. . , , , 40=3. 1 . . . . . - .. . . . . -4.i.... ... ie....-.a-...-.......:..i....1..:: :.....,.....‘ ..„,: 1 4 4, 4, -4, .4, .4, 4, 4, 4, 4, 4, 4, `4, .4, .4, 4/ .4/ 4, 4/ 4, 14, .4/ 4, 4/ '4, 4' 4., "4, 4/ 4, 4, 4/ 4/ .4, 4, 4, 4, 4, V, 4, ••''';•••• -: •• ../. ' • .•-..s:--. . . . . ...„„, . .. . . . , , . - • •••• •...• •• •••..: •• .••• ,••• • . .. .. .. ..... ...... . .....,. . , - • • " " •"• •••••'•-•.•• •••• • • , .. . ., ••.•...•.•1:.....:;:::::.......•.-: ••' .,•••,:,;..........,.;.".... '.., ,• ' ... .. „ . .; ......-;.•-. „ „ . • .. :.. ....". . '. ..:•••. 7.,:::.....i •••••..1.0.,••••;•" ..' ,. ' 4:09. I NI/ 4, 4, 4/ 4, NI, NI, NI/ 4, Nle NI, 4., NI, 4, 4, 4, Nle 4., 4, . . . s ;:: ::.,s ••••••.....'-...•-•••••''''..;,..W..•:-•:::..,..,•••••'••••'•,:f s ••„ '.. . . "'..........•••,'• . ' - . • •-- -... . . .. .., . . •• _ . . ... . . .. .... .• .. • " ••'.•• •• •'• • ,.. . „ .".•'••••;",..,.....„.:.••••:••..;:k,',.: ...' 40 14, 4, NI/ 4/ 4, 4, 4, sl, 4/ NI., NI/ 4, 4, 4, NI/ 44:.4,NI,..4.,NI, 4„4-4, . : • . ' . •-... , ..: : •.'.' ....':::f:ff.;••••.,'•'"-::••-„,-,,,-::::: ' '.. .• .• (c..1S.( ‘). PRor . .. . .. . . . .. . I -•,,,. 4 4, -4, 4 4, 4, 4, 4, 4, .1., 4 4, 4,.4,4, .4, .4, ,fr .4„. • 4 ' '' • • . .. ' • „.•• •••., . •. 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''''.'• '•.--:•,]'• ': . .:: • : : ' : . . . . .••cZi 4g02-- , -1'...-- a) I .4, 4, 4,.•,`7.1! 4;'.*4, 4, .. •1/. NI, 4/ 4, 4, 4., 4, 4, 4/ . • ... :::, :..,'; / f:',. • ' , .. .,. ... E 1.4, '4, 4, 4, 4,-.,.sl, NI, sl,...• NI., 4, 4, 4/ 4., NL, 4., .4, NI/ 4, „ ' . . . .. • ,. .... . ,:......: . .,...,.. • . -•',.. •.,••••• ; '..\ '..-.. '.. :.; :-..1 '. ..:... : . . .. • • • .• .• .• • • .1 4 ' i-... .... . , 1 . . . . •-..••. '• ••• • •• • . . .'' .• .• 41I •''' •-' '.•.'I'''•: / ''''PLAN.i12:.--:;-•:-,: .....: '..-•:::':---. • • , C 1 NI, 4, .4, 4, '4' •••4/. NI, .4, NI, .4, NI, .4., 1, 4/ 4, 4, 4 NI, ... •.. • ' .•' .• • ... . (1) ' . .... ...... . . ' I ''''.'•:,' ••'''''•:"::::::•••ri4.1:4:"..".4::.:1.1.14•••:.•.4•••••••-. ...:4":. 14 -4, .4. -4, 4, 4, 4,•'•-•4. Nle 4, 4/ NV .4/ 4., 4, NI, 4, .4, ' ' ..... 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" • . . . • ' •• •iiii.-1'•■••'••limuot••3;1.•id':• ' .•‘■.-'"(..4.*r41. ii146...,,r:,,T100;iPi I . ,....,..: . -......:.•::.:i... ..:: : • . ••:. ...,:: ....';•:::::•-... ..'•..:* ,.,... .....-:.:::':•: :...„.• .;:-. -... .., .., . • .. .•... .. ...,.... • , .• • : • 4/ NL, .4, 'NV 4, .4, .4, .4/4146. 4, 4,• 4, '4, 4, 4, 4, 4, .' • PAN K P•.\ .• •-.•-... .. : -,...,..,-,..-..:::: ..., ::.••• ti . . . . . . . ,. . • • : .• • ., .. .• : ) , NJ/ NI, NI/ 4, NI, NI/ 4 4 4, '•sle -4 •4 4, 4, 4, 4 .. . . . .. . . . . ''•'''..1:4'4""•••.-2.4::::::4.":"...:: ••••''....."••••4:4•:..•.-:•.:.••-.• ••'4 •- . .. , .,1 4..'-...:-.•'''4''''''.: 4:', 4.. 4::i'44•'""-' ;41;::444•7:".::.,..-.'":„......4::::.; .1,- ' •;.; 4..2:: •. 4.' ..... ' , . .•• ' •• ' .4 : .- -. ..-• . . L- ., / 4, NI, NI., 4, 4, 4, 4, ,..f.a....NI, 4, •'-4, ..4, 4, 4 .. s / ... "..-., , • ' , . . . . . . . . .'" .• ,.• . ' .• .: u:::;:::,::;,:;',.0tA144......1.,,...<A :•:.:: I ; . .: ::,..........•••,...r...:.::::::::.•..„,:•••• . . : • : ...„.....,..,.::::.: •::::•....•:::::::•..... , :.• •-•;.'..-. ''. . . . .. .• '• • .• ..;,.. . ...."',..::::'.. '. . . . . ..- .. . .. . . - • .. . . . .. . . ' . . . ,.• ' .1 . .. } .":... .. ' • ■ •. ,. , EXPiRES: 6.-...30-05 1...:"::.'"ipAl:." .:.'.. . . . , ••••.• ::. . ,, .. 4. . , C .,.'. *:..S.,/,,,,'",' ,. ''''.,". '•' .-',e:%.:"1".::::1 1-•.• .. " '..i,':..... ' ../ ••-N.,. '4, s't" ;..•• "..,.•'• '... ...;., :: . ' • ,. . . • . . . . . ' '•••' • 4 . ..„; „ '4' ""...... , .• . . .4 ..,.•. : • .....•., • - , . . " '...:. •, • .• . ' ' ••i.,'/"...''','•%'^.s.;...'••• ,.."4•;,,,*•;.•.'S...*"..'"•,••s••''''S.:4'11 •• , ,' 4 ' .... . . ..--•-•• . „ , • . , . .„ . ie .14,•S. „.• NI, 4, .4, .4., ,. " •• .. '-.s ', , . . -•.*.•:•.. . . ' • 1 , .. . . . :L:i'm' .. 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'.: -'''....--F...::::--; 49. \ .:): , .4, 4, .4., 4, 4./ NI, 4, 4, NI, NI, 4/ -4, -4, 4, j1,. ......' '.. .„ • -, .. • 4 .•-.. • . • • . ... . •. .'-•-• .•• „• -• .4 . . . ..‘ be). • 4, NI, 4 4, sle 4 4, 4 4., 4, NI, 4, 4, 4, 4• , .•,. ••••• .,.", -..; : : ... ,,:" : ••••••.•"., ••:. ".: • •••,. .• . .4 . ,,.. id)* . . ...., ., . • .• .• 4C). '.....' 4, .4, 4, 4, 4, 4, '4, 4, NI, ,I., 4, -* .4.-:- NI/ 'Jr' '::.„:„ ,..:: .....„:, *...* ..: .. ... . . . .O' PIP i. . 1:-. ...2 ,PLAN 6- ... .--„..._...: _ te 1 NI, st, 4, 4, 4, 4, -4, .4/ 4, 4 4, 4, 4, NI/ 4, ..,. ..•:....;... •• ..-.. .•*•• • . . • •' • •• . ••• ; ••••":"::::::::"4:::;:"•:;•:::":••••••••"4 • ., '''",..",. .' '.., L1, LANDSCAPING IN THIS CONTFRikCT WI L BE UNDERTAKEN BY OTHERS. . .. . . .. . .:*:I •:::, tO1 4, 4, 4, 4, 4 NI/ 4, 4, 4, 4, 4, 4, 4, 4, NI, ••• ". • • • •-•••••••••:'•••"":.•';•:••::::.,:;:"...",-•,•.,.:'.....••,•:.• .-. .. . „ ..,.., •• ' • '• .. ••"•'••••'..-:•••••:::::::. ....."'• --.-...•:• •..:.:* •-„ •,,,,,,,:••••'•-••,,:: •,•J „•:•'• ' • ' ' ' '• HOWEVER, THE CONTRACTOR SHALL PROVIDE SEEDING,UTILITY -• ... .• .. . „ .,.... ... ..,... *0 .4" " ...,'••. .. . Ivy' -• ... . . . . . . . . ,...-' •''..,.,,,•,.•.••;-.„''••••.•••... . .••: :'• :, ;..1 -' .,.., • •'•..•• ...' • •::.:y'r-., • '•l•- •::•::.-..".:•••:•:.:::a•-•••'•••:-•-."- ••••• .•• - ,, . . . .. ,.,„., - INTERFACES, PIPE SLEEVES AND INSTALLATIONS AS SHOWN ON THE ...L..-.,....P.1....... 4.."....*;".. ..''....:"■:".:.'W‘-''. ."..i:r.:44114-.:: ::::'''':::......" ....k NI, 4, 4., . .. :1••• ":.. ••:: ••• . . .. . . , •)14:14 4:',. . '4 44."1„, ,*'4'.,..••••••:•4 41'• ' '.."••••.:.. •••••,•4:::..:•:::::. -.;•..":::::::::::::::',.,„•••:471 , . „ :".• • . ••... . .. . .. . „.. ai . . ..s.. . .. .. . , •. . ..... . . ..,... . ..i...... . ...... . ii. .....,.. mom au NMI= I= MI 111111111•1111 MI '.• '.. • •.. ' ..•..-. . . „ . , .. .. . MP allINIIIS Etli us*ems.:,sai-mi.--Aramii:'ime* re wilm.' ..2.1•mom.ma us maw.Nu _ LANDSCAPING DRAWINGS. ... -I.'_:. • ..--... .. .. 1 •.: ::::• •••••••:::::.:•.:::.....,:--..... .- .. --:••••.•.--: - • ii7. MATCHLINE 000-L-015 2. CONTRACTOR SHALL LEAVE AREA DISTURBED BY CONSTRUCTION AT ---1:- PL4N1 I P. L A ••••':: a..:.'---- . , . FINAL GRADE CONDITION WITH EROSION CONTROL MEASURE AS SPECIFIED. ''''''''-' -::::;.'::: .. .:...-. _ ••-,- ........ a .....-.,: ::.-„ ,:f.....-.:... 1„ in I'- SUBMITTED BY in WARNING SCALE WAR ---.A LANDSCAPING SHEET: 138 OF 01 0 .1, 1 DESIGNED C. WHITTAKER ..-- 1 ...... 1 (1 ) M VII • DURHAM FACILITY SITE LANDSCAPING 000-L-013 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE DWG: IN ASSOCIATION WITH: z 1"=20' IF THIS BAR DOES DRAWN P. HUNTER CleanWater Services PHASE 4 EXPANSION PLAN 4 NOT MEASURE 1" SQUIER ASSOCIATES - ENSR INTERNATIONAL Out commitment is clear. DATE: 21-DEC-2004 -, THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 .0 ip MATCHLINE 000—L-012 cy, l" 4, "'Pr".4," 0 :"3".".4.,.." .'tr.], 4.: .1)" Ri, "iir VP VI, "Mr" Ni" Mfr "Mr" .., "11, .' 4, " "1 • " " • " " ....■ .. It. MI, ■fra""Mr MY "1 , ..-... .. .. . 0 ..", : . ' ' '. \: 4, ..1, .....,I, ,Y ,I,' ,1, OA,POI•••""--""".."--— —-....'---'""1.1.1 ligerglara ii.-._. . .1... ..4., .4., ..,]',"*.::'.;:. '::::,::..*';,..41, .4, .4, .4/ .4,4.Ni,.4,Ni,.4.Ni,.4.* .4, .1, .4, .4, f NI, .4, .4.. 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NI, NV NI, NI, ge Nle Nle NI, SE ED ED -...fr .. - NI, •••.N.1, :',I, •-•,,,I,••-NS, NI, NI,:••••,NI,. ..."li.. ...le CL ...' ,'::' .... 110.11111 a 1 I I iimpM..._441, ' • .."14111811111'b.- "NI* 4 4*4111 , w 'W NI, w .1.. w w w NI, NY NI, NI, NI, NI, • • NY NI, NI, :',,,I,: NI, NI, NI, N,I, NI, NI, 7 ...i,. . . .. ... . . .. •••: .. ..:• ......„.....,......... ,...:. ..:. , ,....::::::.,,.::::,...:„...: . . . . . :...:...::::...:.... :. ,:..:.....,.,....:..,...:‘ ,.... . :..... . .. .. ..... ...:„....:..., . ._ .. ...... :. , ______IIIIIII al an ' 41110* .4, ...... NY NI, Nie Cfr• .1.. .1., .),- ...i., NI, N1,1 ,..1, NI, • . ,.. .---• ...... . : . .. , . ..-" -.. ... •. . ..• ...... .... .. .. . . 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''•...' ..:7f----------.. - ' QUG (3) .... „ .. . . .. „ ... ... . . .. . NP : ...kt.,....:.:4: NI, NI, NI, ,NI, NV NI, NI,..."•1.1%:i:.,.„•NI, NI, Nle •Nle •slf Nif NI, N,I, NI, NI,',NI, NI, NI, NI, NI, • -' -"'1.114 arar 4. 114, 11 'NI, * N.le NI, .4..: - ',W.::: .4. ...fr NI, ,...:Je . Ve,. NV .4, w w s.r. NJ, NI, NI, NI, NY NY.. .4, .4, al IN::..: .. _...-': loir ,_ % . . .. • . • • ,.• ....:.: .., . .. . - ... .....:. . . . . . -., , SS4 k 0 ., .., ,,, ...... ..., ::.::..1!,.,..4:7 NI, * NI, :•,..4,*%••••.7.-NI, ..,I, NI, NI, NI, `4,.421,.4,. ..4,.Nqp. .4.151 I,,..4,. ,.p. .4., ,.p. N't .4, .4., •::::■,:ke„.,...:),I,,. 4,,''' Nle•..:". NI, NI, NI, 11,„.-11, NI, NI" Nle NI, N.I, „ar. • - NI, • •SI,... `4, NY I likP.N.1.2k NI, i'''....1,.:'::•.‘11 ''' .4.NJ,''qi NIeffr NI,'P.NI,.4".1.2k.N102fr‘1,2fr NI2k.NI2fr NI2j.'NI,s4'NI,'''NI, NI, NY...P.NI2k NI,...fr NI, ,iI, ••:!..1, N1,, N.I, ;II, ..•,.-Zile'L-k,,,---.JALAR (4) NI, ...I, NI, ge• NI, NI, •NI, NI, NI, NI, .. . GOST f6)- 4.: ...,, ':',NI, .:•NI,.•- ',Jr 44.1.44 444,4 * *4 NI, *4 44444 * NI, NI, NI, Nle Ve .1.• .. . . .. .. •• • , 3 • . ... . .... . . . .....„.... . . „ . . . . . .„ . . .. .. . . .. .. ... „ .. ... . . . , ... .. . .... .... . . . . . .. . ... . . . ::• .......... ... • ... .... ... .. .. ... .:::::_.. _ ..•: •,......,.• . .... . ::: :: ...:... .:„•::: : .„.:•.• :,,...: .: ....„•:„.,.. .,....:„.._::: -::: . . . . : •,. . I .., ... ......... . .. ....... ..... ,..•:. NJ, NI, NI, NI, NI, NV NI, NI, NV )!r..., . '.::‘le: NI, *••—*• ,ie. *4 .1.4 *4 44.1, 44. * NY *4 * 444 NI, NI, NI, NI, NI, Ve NJe ge .4; -...1, . NI, .1 e.: ..4.- : .i,, NI, NI, NI, NI, NI,: ,..4. , , • I Nle .4, *:::i;,* NI, NI, NI, NI, NI, ‘1, NI, NI,':,•*....4,,,'•*..,..*: NI, .NV 'NV' NV •'• "J, NV •NI, `;‘,2X . . ... '..„..*:: •:, ••-• ••., • •. •., ,...•:,:::,' •-•.,. ;•...-•.;..-• . '. •: •' .•::..''•••:-, •:,-,", ,:',•.: . •":.. S ‘. 1 % ..,. ,. • . I , .:: , „.. . • • . . „ . . ,. ,........-'," ,.. ••, ..,-:,• • * 1 NV NY Nly' Ni,, N1r, NV NV NV. NY.,.1, NY.4.21;,..:NV,q,.'" V,,fr?.1,,i,NV/...ii,,,Nle si,NY NV Ve NY NY NV -. .. . .:. • • ";' . ,'• .. ,.. . . . i i • •-•:'•..•'-'.. ....:••••'•:.. .-/ :::'•-• .-. ,....- ... • :. NI/ NV NV .,. Cl) .. :.. .•:•'••-' '•-•.,..,.•-•'• •:' '' .- \SI," ,,ilk . 1,.-•:*4 4' 4' ;4' ..4. AREA C '4'. ,,, ,I, ., • • :::. ... 4.... .. „ . . . ... .......... ...„. ..,.. .,.. ....... ::...: .... ..„.• .. • N1, •• ...1, ''',Ir' 444,44 Vie, NI. NI, • 11114 NI.'4'.::,4,'..-....t.•::NI,**4••••''',1,...4.f.:' NI,.••*:•;NI,.4'NI,qf NI,.4".NV.4.NI,.4'..NI,sk NI, NI,7.:•••*'•7" ••• •4;..... ..4'....'....:',.4' ,., .,..* ,.' ...' ..• . ..--* ...• ,... •• .•• :., ,• lik . . " -" - ''' " - -:". . - -"'" "- •-- -'--*": - . . . . . . . ..... . , . . „ . . . . . '-...•.....— .• •. .. ...• •., . ... ..:. ., . , , .,. :-.• -.,-:•••-.....• • ::: •.•-,- • .• . . . . . , . .. ,.. , . . ,. . „ . . , ... ,.. ,.• .. . ... .. . . , . ‘11,fr— '.* 'fr.w‘P.,::•''*'.'—..k.‘P.,k , v,''''. -'*:"L•:: : .v‘k.qi qf , .41.....* ;: .::: fr ve NI. .1,::-'" '::..k, . -. - .. —.. . . .. .. . .,... .. • •• . . . .. .. , :.. . • -- • .•::. -- -.' - '''• • -'.• •"-/ . ".'.."-'**.- - ..".' . ::.* *. . . . ' . . . ... • - • • - " " " 11 ... •-•::::•,,":..-. INFLUENT PUMP STATION - • • . . ... - . • .... . . . ,,,, ...i.: ,i. ::.A..: ,,,.. NI, Ni, NI,•,:.'',*.'••••,,,',I.! NI, NI,..:' NI, .....,,,• NI, NI, NI, `..:1". .."9,:, .i,:;:•. • • . " • ..:.. ‘ : • ' .• . . '••''r..-.•-•• C::) • • .. :••• - -...• .• . • . . . . . . , .• . .• .• - . ' •••• •.' •. ' ..... • 4 ' ' . -'• li li NI, *.,:''''"Nio:,•.:,.. 11e NI, NI, NI, 4......,.*..,• .N.1, .:■10-.:,' . ...1, ...,ye' ;r . . ' ' • - ■le Vie:: ■10.:: .1e. 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NI, NI, NI, NI, NI, .",.,..,10,:,.....;#••• . . :•:,-.• 4.'•.•.--. . .. . ... . . .. , .. . . .. . . .. .. ..., ,...., . .. ,.,.. , ,. ,. •.. .. ,.. . .... . . . . . . . . .. ....., ...... . - ,, • 4" SCH 80 y'41§0 ... .. ... ... . . . .. .. „. .... . .... .. .. . _ •• •- •• . • ... . ... . _ . .„. •• • .. . , ... . ... ... .. .. * I ‘P,fr‘k.‘k:41,,'11;4'.***,..;*•.-...2-*,:k....*•-• 4,:*1.- :1'4',:; . . . . .. , .._ .. .. . . .. . . .. „ . . „ .. . ... . . '.„.. ".... ... . . . . .. . . .... . .. .. . ..._. _. . ... • .. .... ... . .. .... . . .. .. - • — . .... . ... . . .. . . .. .. . ... . . „. ... ... ... . .. ... . . .... . . ... . . . . . .„ .. ., . . . . . ... .. . „. .. : : . „. . .- . ..• -- . - „. . .. . .„ . .....„ . .. . .. .. ... .... •••----'.::::..:....::::.:•:••:::.: •'-'•":*•;•::::.:•-•:•••••--.''.;', .•:•.:•••....:•:.:.,r'.,.::.-•::::•• ... - . ..---- .. . ... . . - - . .. ... .. ....7.4,'"-----,,. . - . •'• /r, . s., . 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' -. . .-,.• :•. .. - . 4,. • •••: :: :„ •. • .-.• .. • — -. .... ......... ..... . .• . . ., ...... ... „... . „.. .•.. .. , . . :•.., .. ..•-•:-:: :::-::•:--::;:.. :'. I:::•:: :: ..•:::-::::.•-: .......•E •••::.-----•••:::::::,•-•-:'---• E:! •-•:•::••:::. ::.::::,•:•:, 1 •....:: ,.... ._, ., •: .. • • . .. :..... •.:......:... .• •.:. ....... .:.• •. IRRIGATION BY OTHERS, .,/ ROCK -.....: . .• . .. . . . „ . . .. . .... . . ... ..... . .. .... BUT CONTRACTOR SHALL 4" SCH 80 PVC SLEEVE ..- ■,...---• .. .. ---- :• . - . - - ... ... . . ...,. -: .•.. - •-: : •:::::-•„.,.....:-::::•-,:::-- . :-."-•---•:-:-:-...:•-•••• ..:-::::•:::::::::::.„ •:,•::::.:__.„.:, GARDEN • lir ‘1, ,NVVSTST°7''' l . I •..- - -. .„. ...„-,..- . . .. PROVIDE CONDUIT AND : • •...,.,............ ........:::.:„. :•. •.:..„:.......:•. .,„., ' -H.. - '••' ELECTRIC CIRCUIT ON .••• .. . . .. . . . . . • OUTSIDE OF IPS WALL . . .:. : I . • • • .. .... •,..',..., .. . • •. . 4" SCH 80 PVC SLEEVE •::• • • ••• -.....:..„._.....- . ..- : . . .,. ::.• -,..„....:....- .:....... " ... . ...... . . _ .. • . . .... : . . • • . .. .. .......• • . .: .. .■-14,1114$04 ._----zik I Ln „...... ::::::..,,, ..,.. ,,: ....... ... . • .....„ „. .„... . : '•::::::•:,.::•:.....:::.: - ,:::::.-.::••-..-::: ::.::::.:::.:•-: • • • ... ,..• ..: ... ... - : . . ,... .... , . .... . :.... .: ...,... . •. : • • • .• „ ._..... „ .. .. .... ...• .•.... .. _.„..„.....„. : •.: ..,:::„.•:„.... -•,.., '1141r::::...411111•001~01§00IN^A00,1111/11101"iir ..„, I CD .. ..•.•,., .• ..•. ..•.... .• . .. ........,...... ._ .. _ , .. ..=‘..•-- : • - .... .. I .2.1 . . : :.. . . : ...,:...:. .. . .. L.....„ :: •.:-.L.,:.... p .. .. 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"411,111r•• NV-:-Ilr '110;••• Nr -Ir 11,- -,7,- ..• *...._4, i,:.....- .: -.....,:.-- . , ......... . :... ........ ..„.L. . .„.. . .... ,•.......,..,:„...•.. : ... .„ I -0 ---• •.„-. . .. . . . -ED PIPE SLEEVE ---.: .:-,: •. .:::•,, . ./".\\/\/\./ • - -....- - :::,... •••• •-.. .. • ,•• : •,..........,..- lir lir NV Nir,:: .7111r• ■ ■Pr 41. lir ■- ■-••••:*.;... -. --...,•,,:,::.......:-------------; ..-..-..-.-.:-..:........-.••••••••-••-••••-:„...._:::::-;•:.:•:•:•:•:::-.1............•:-:.':::•-•..........._•••-:-• . .. .... ..: . ... „.... •:.•....• z ' (IN CONTRACT) • ... ••••: ....,....,.... • ""\\,,,,./N\i/ \/. 7RIVNI,' le ■ * lir'---... V '61 PROF A 41, et 'el \CC. - 0 VD .• . --. . IN*_ ' :NC NOTE: - ./..\. c..1 4" 4 0 . .4, c% •'%,„/\,..„/", \,/f.\v-/\f\\/\f\/\/\\/Nf\\/\/\/\ '"\\/\\/\/\//\\v/\/\/1 c.. . 74902P._ r-- 1. LANDSCAPING IN THIS CONTRACT WILL BE UNDERTAKEN BY OTHERS. •••_.... ' '''''(''',,,,„.-'-\\,/"\/"\- .. _ .. .. . . .. . „ .... .. . ,./ 4 4, 4 .. . -..,%. ..a,... z\... , -/ . -,"..—",.... ,d\-4,, -/.1 -..a. .."... .a.... ./ ../1..-/‘k. .../.\..-..z\- ./N --41, .., -a._ e\-4, ....,./\. /. -.../.\- in.....a,z1-.....a.., ./\. .a... ..:\ ./ .......,/ , ../\....e.. z\_a. ./. . a,: ..,1. ai HOWEVER, THE CONTRACTOR SHALL PROVIDE SEEDING,UTILITY .,z,- " /1 ../)......e\- z\-..L\ -,, , -a- "\.. 4a... ./, -/ .—/\. ../\.--4\_ LT. INTERFACES, PIPE SLEEVES AND INSTALLATIONS AS SHOWN ON THE 6 1' LANDSCAPING DRAWINGS. MATCHLINE 000—L-016 41' 13, ,.. 2 CONTRACTOR SHALL LEAVE AREA DISTURBED BY CONSTRUCTION AT - FINAL GRADE CONDITION WITH EROSION CONTROL MEASURE AS SPECIFIED. EXPIRES: 6-30-05 in , SUBMITTED BY in SCALE WARNING SHEET: 139 OF --- ,k, LANDSCAPING c., in 0 14 1 DESIGNED C.WHITTAKER DURHAM FACILITY SITE LANDSCAPING DWG: 000-L-014 i■iii.S■i= (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) ) M AI H IN ASSOCIATION WITH: z 1"=20' IF THIS BAR DOES DRAWN P. HUNTER CleanWater Services PHASE 4 EXPANSION PLAN 5 .0 NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. DATE: 11-APR-2005 0 --) THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 ........ ........_............. ...................................................................................... t _ _ --- ._ - , 0,1 MATCHLINE 000-L-013 _ _ ......... _ . -.... .... 4' LO . • ' . . . . MI 71 INI IN IMI11•111•111/1 OM IIII: . 17... IN 11111111111111111M1 IN MI MIMI= . • . . , 0 F..4•44/.4, ■fr •Ir '4, '4, ,I., .4, •Ir :4, .. .. . . •. • .• .. . . ,. . .. . . • . . , . . . .. ,..-•'••• • • . .... . . . . . If) " "fr "‘i'll"."411 "'1" '1'"""11' alkfr" 771,:11'71'4 '%1' :'I' 7. 8". .' ... 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INTERFACES, PIPE SLEEVES AND INSTALLATIONS AS SHOWN ON THE GINA, ...... ..•. •. ..... . ..•... • , . .• ... : ... .. . 4$ .,..,, c.* te .. .. -• : . S. LANDSCAPING DRAWINGS. 1....1C' 4 .. 0, - • - :. . . . . . . . ... . . I.:. ct. 4-9021" • . . . i :, . . • 2. CONTRACTOR SHALL LEAVE AREA DISTURBED BY CONSTRUCTION AT ' • .... 4 -i: FINAL GRADE CONDITION WITH EROSION CONTROL MEASURE AS SPECIFIED. V- C' 4 Y13,1% "IN KpA in EXPIRES: 6-30-05 1.... SUBMITTED BY 0 c) SCALE WARNING ------.44 LANDSCAPING SHEET: 141 OF 01 Lo 0 1,6 1 DESIGNED C.WHITTAKER DURHAM FACILITY SITE LANDSCAPING DWG: 000-L-016 1 ..... 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ( ) 6 M 11111 H IN ASSOCIATION WITH: Z 1"=20' IF THIS BAR DOES DRAWN P. HUNTER CleanWater Services PHASE 4 EXPANSION PLAN 7 . NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. DATE: 21-DEC-2004 -) THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 ---__ ___ _ - . - .„ -.... MATCHLINE 000-L-015 (7f). - lr' ""1 .." 1'77 71 ‘771 .\12. ""77 ""\7' 7 /1" 'NT•\;/"'"'"\77"ra" ''<7""11C717"C7 7'71 7-- -7 -: 7 "7"7 7 -" 7 7 777 7..':.7 7-7 7..'"77..7.7 - 7 7 7" 7 7 ....... ,..,: ....::•.:-. . :••••-•-•:::::::::::::...-:.....:......, ' AL. A. 4I. 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' .• . .. .' . .. .• • •- • . . .. . . . ... • . . . .. , ,. .. .. .... .. .. . . . . ,, ..„:.'-• ,• , .. :::'•::i. i-• IIII Bk.? .,..:....: . -• ...--,-4.,..:L.,.: te i ....:: ,, ,- . "....:.-":-...... . :..- : . . . . . . . . • 1. LANDSCAPING INT....H IS'''' C.--0.4NTRACT WILL BE UNDERTAKEN BY OTHERS. :' 1-' P / ,- -•':•-.:1-:'•-•'''':OLAN.6•• . ',...-..• ea . . . aft i • ;::.... . , . , . . . . . ,. . . . . -• .... . . ... 69. I . • -. : ,:::- -4•,, ..,. . . • • • . • ' • . .. • - . , . . . . . •, . .. . ••• 1 69 . , 4 . 4; ' ' • . . . . .. .. .-:--" . • .. . ., ••• I/ ' , fil I I . .. . . • • • • - - • . .'..• ‘ . HOWEVER, THE CONTRACTOR SHALL PROVIDE SEEDING,UTILITY .. . . .1. , .. . . .. ,. . .. .. .... . .... ..... . . .. .. ,..• .i.:••.. Li... ,., . . . I 1 • . . . . . . „. ...... . . .. . .. . . . . . . . . .. . . .... . . . : . .. INTERFACES, PIPE SLEEVES AND INSTALLATIONS AS SHOWN ON THE -•"14"--- .- -..---•-• •••It"-: :.•:: :•:IL:i0:,,' 1'.. .,,4:::',„„,„*:,:::::./ 03. 1 . •.: . . . .g:•:,.. •....,:.• •••••.:•:•-•'-•::•-. ..-,...--,•;:,...::::::;:>:x46.2.*:-.4<,,:',A hi I I .' .•-: : -:... :--._:: .::•:::..•::: :::::::.:::•:::::: ::.::::i:- ..-...:::-..,:•:-..• L..-.:: ...... ... :„,....• . . . .. . . . . ...... . . ... ... . .... . . ..... ...„ .. .. . . .• .. . .. • LANDSCAPING DRAWINGS. .• it .......: ,..- . .......„ ,, ---• ,, _,,, g.....„.......: )..z:z..,-,-./.;.:4,s.v:-,".;:4-.::1::. •• it (....:::,::??..;„,,, . ..i„"/,'....':4:4-‘'si 2. CONTRACTOR SHALL LEAVE AREA DISTURBED BY CONSTRUCTION AT '.., - V 4 N I ::': r:',..';.*:::;i...,..,.;..:00 :::i FINAL GRADE CONDITION WITH EROSION CONTROL MEASURE AS SPECIFIED. 1-• .. •••••-: •• " •.*:,,,-/........,,,,,,,,/,,,,,/,,,,,-,,,,,,,-./.1, „ -... ........"- ... -- 1..::..-,...- .... ..:• - -- .::,. . U, t,.. SUBMITTED BY u.) SCALE WARNING c) ...---A, LANDSCAPING SHEET: 142 OF co Lr) 0 1,6 1 DESIGNED C. WHITTAKER .,-. I .... 1 ( ( ) M 11%1 H DURHAM FACILITY SITE LANDSCAPING 000-L-017 (PROJECT MANAGER'S NAME) LICENSE NO. DATE DWG: 6 IN ASSOCIATION WITH: z 1"=20' IF THIS BAR DOES DRAWN P. HUNTER CleanWater Services PHASE 4 EXPANSION PLAN 8 _a NOT MEASURE 1" SQUIER ASSOCIATES - ENSR INTERNATIONAL DATE: 21-D EC-2004 0 Our commitment is clear. -) THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969