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Plans S 1T2008-00006 DURHAM ELEMENTARY 8048 SW SNAPPER LN City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 April 11, 2008 IN RE: DURHAM ELEMENTARY ACCESS kt A R Project Information Building Permit: SIT2008-00006 Construction Type: NA Address: 8048 SW Shaffer Lane Occupancy Type: NA Area: 13.44 Acres Stories: NA Name: Durham Elementary Sprinkled: NA The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007edition and the State of Oregon Fire Code (OFC), 2007 edition. The submitted plans are approved subject to the following. EROSION • Erosion control measures shall be in place prior to excavation or grading. FIRE DEPARTMENT ACCESS • The driveway is considered a fire department access roadway. The driveway shall be capable of supporting a gross vehicle weight of 60,000 pounds. • Fire apparatus access roads shall be provided and maintained in accordance with The Fire Code and The Fire Marshall. ACCESSIBILITY • Accessible walkways and routes shall not exceed a running slope of 1 unit vertical in 20 units horizontal (5% slope). Cross slopes shall not exceed 1 unit vertical in 50 units horizontal (2% slope). • Accessible parking spaces and access aisles shall be located on a surface with a slope not to exceed 1 unit vertical in 50 units horizontal in all directions. 1104.4.3 OSSC HYDROSTATIC TESTING All fire line piping shall be hydrostatically tested at 200 psi and shall maintain that pressure without loss for 2 hours. The test pressure shall be read from a gauge. Section10.10.2.2.1 NFPA 24. FLUSHING The fire service mains shall be completely flushed. The flow rate shall not be less than a velocity of 10 feet/second in accordance with Table 10.10.2.1.3. 10 feet Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 per second will be achieved @ 1,560 gpm for 8 inch pipe. Section 10.10.2.1 NFPA 24. GENERAL The private fire service main shall be at least 30 inches below grade. • All piping shall be inspected prior to backfill. • All underground fire lines are to be inspected by the structural inspector prior to covering. 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. Respectf Ily, dr-- 4, Dan Nelson, Senior Plans Examiner (503)718-2436 dann@tigard-or.gov . cl 8 g U ,... to Onshe - Access Improvements � ° c to i o a. LL El) /1110) R hi A M E L E M E N T A R Y Nots!Alci ownlina to 8001 �' � )i `r 0 � • Ri7, . w t3 � . a'F� ��1YF p.at � j AP „ -.3 0 3 1"Iq- E?r Orego n co--, , co SHEET INDEX . CO � o[o � b ; Ross RD. �� CO COVER SHEET L1J F- 0 Q Q GENT Q C0.1 BUILDING SITE NOTES U � swat ! F \o I LoB1 LN. gJ KENTON L . o �mss .... ,., . .. . _ .. — _ ,� - C1.0 EXISTING CONDITIONS/DEMO PLAN (�ST, � o�o-- _ :.� _ _ _ � C1.1 PLAN Q IPPEPIN. F ASH ORD S) � './� • ' `� - - --'- - - •�■ .. ;, _ _ C2.0 TYPICAL SECTIONS iHFORSf. ;� bUL� PROJECT � ' C3.0 GRADING AND EROSION CONTROL COVER (jl) 3REENING •HAMLET Pr- LAHOTRD STE � c; � \I�� C3.1 PRE GRADING EROSION CONTROL PLAN VI VICINITY ,.,,, <Iv Q Q 0 PA�� (CHURqH1LL ui �' I C3.2 FINISH GRADING AND EROSION CONTROL Q -J \ ''' )S x AVONST. (y-LN o f C3.3 EROSION CONTROL DETAILS O � BOND ST. . D �� -�' - i I �i� i C3.4 GRADING PLAN H O RD. < 0 DURHAM � pi - C3.5 INTERSECTION GRADING PLAN Z I a 0 1 't' '' I�'t, r °�.� =i C4.0 COMPOSITE UTILITY PLAN IJJ 0 TIGARD LLI \ SCHOOL O �I �: ,� � �. ,� / ,� r; .:• HIGH SCHOOL > .- � � RO 'q - lir I •,':' — — �� ., : r �� — C5.0 ACCESS PLAN AND PROFILE 2 � SEWAGE Farina `� �� ;� C5.1 ACCESS PLAN AND PROFILE z TREATMENT TIGARD PLANT •O w �`�� Gas " . .,,: C6.0 STORM OUTFACE J O,i : I ��S`� 9� .``�'` � � � � C7.0 PARKING PLAN „..........<it) ;�- I � � ' -�.-�' ;, C8.0 ROW AND EASEMENT EXHIBIT w U-I Z P \��\�\,�s DURHAM ; II ■ �. :: � � � ♦ �� C9.0 DETAILS W c < 0., ��G�o � ( AFIOJ� \ r / � / -;f�;- C9.1 STORM DETAILS. I G D W °� � _ L1.0 PLANTING PLAN � Q � Cr VICINITY MAP glir �N � r . '.:� '- �� _,,,,_ ,�,�!'; � � L1.1 PLANTING PLAN cr = D 0• NOT TO SCALE •" �''. � r �� j � , � L1.2 WATER QUALITY FACILITY PLANTING PLAN Ui Er O - .:. *c(1).0■\.. W...Ma.......... 01111°11". � --.4 L2.0 IRRIGATION PLAN > cc Q � 4': 0 Q � -y � '� j� !: r�� ; o L3.0 PLANTING AND IRRIGATION DETAILS 0 D 0 (,D �� ` •�'''°' � " ` n L3.1 PLANTING AND IRRIGATION NOTES U D � 1= ii 4i Iiii , ` !`�� ■tor'i� SS1 SIGNING/STRIPING PLAN >.. I... D ATUM : I - - � SS2 STRIPING DETAILS m � � -3f- SS3 SIGNiNG DETAILS ELEVATION BENCHMARK:DATUM: 2" BRASS 1929 9 �� SS4 SIGNING LEGEND/SIGN AND POST DATA TABLE LOCATION: CL MON BOX DURHAM & 85TH AVE. LOCATION MAP ,/ L-1 ILUMINATION LEGEND/DETAILS ELEVATION: 179.155 FEET CITY of TIGARD eM#ss �,�; N.T.S. IL-2 ILUMINATION PLAN WASHINGTON COUNTY BM#178 sa O UTILITY STATEMENT: � j � CM o��n�n THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE API�►� � �w.4......».....� SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, �App�............ Al�' EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN SMl+�NetiotFoNoM..,,.....,�...... ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE. LOCATED AS ACCURATELY AS MMO6rd 0 POSSIBLE FROM INFORMATION AVAILABLE'. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. Pbmik i . �=� = �`� UNDERGROUND ACCURACY STATEMENT: i� ,��'.' a DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES, IT IS WRG POLICY TO F2- � NOT SEND OUR FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. THEREFORE, ANY (.0 ELEVATION INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IN ACCURACY OF PLUS OR MINUS 0.2' OR 1-041/4 z y/'y/�GREATER (DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLE). PIPE SIZES ARE ALSO SUBJECT TO AN �,O PROf UNCERTAINTY OF SIX INCHES OR MORE (DEPENDING ON DEPTH, SIZE, FLOW, AND CONSTRUCTION OF MANHOLE). IF A HIGHER OREGON UTILITY 0 �� FSJ ACCURACY IS NEEDED, THEN ADDITIONAL TIME, EQUIPMENT, AND PERSONNEL WILL BE REQUIRED TO GO INTO THE MANHOLE jN��NfF. �% AND RETRIEVE THIS INFORMATION. NOTIFICATION CENTER �� ` ( ) � 1-800-332-2344 BASIS OF BEARINGS: ��t , ,�" cr O 174;1 Y Gz�' � THE BEARING OF SOUTH 88'42'31" EAST ALONG THE CENTERLINE OF SW DURHAM ROAD (COUNTY ROAD #23) AS SHOWN ON BBPOR$ �(Q� O h'0/y M �O U.RECORD OF SURVEY 26,866 AND 26,194 WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS SURVEY. OFFICE COPY EXPIRES: 12-31-08 H PROJECT TEAM 0 DATE I 04/11/08 DRAWN z I RER DESIGNED I RER APPLICANT OWNER LAND USE PLANNER/CONTACT CIVIL ENGINEER SURVEYOR ARBORIST LANDSCAPE ARCHITECT ° C"��° I AMR � PROJECT # �rsos�otoo Milstead & Associates, Inc. Tigard Tualatin School District 23J WRG Design, Inc WRG Design, Inc WRG Design, Inc Robert Mazany and Associates WRG Design, Inc 10121 S.E. Sunnyside Road, Ste. 335 6960 SW Sandburg Road 5415 SW Westgate.Drive, Suite 100 5415 SW Westgate Drive, Suite 100 5415 SW Westgate Drive, Suite 100 PO Box 1305 5415 SW Westgate Drive, Suite 100 1, i SHEET TITLE Clackamas, OR 97015 Tigard, Oregon 97223 Portland, Oregon 97221 Portland, Oregon 97221 Portland, Oregon 97221 Beaverton, Oregon 97075 Portland, Oregon 97221 COVER SHEET (503) 654-2336 (503) 431-4000 (503)419-2500 (503) 419500 (503)419-2500 SHEET NUMBER(503)419-2600 fax (503) 654-2698 fax (503) 431-4047 fax (503)419-2600 fax (503) 419-2600 fax (503) 533-1064 (503) 419-2500 �"�(503) 533-1064 fax (call first) (503) 419-2600 fax C 0 Contact: Diane Kelley Contact: Rob Saxton Contact: Erin Engman Contact: Tony Roos, PE Contact:.Samantha Bianco, PLS Contact: Robert Mazany, ASCA Contact: Mike Andrews, RLA C I .,, . f 1 • & °o g DEMOLMON GENERAL NOTES DEQ EROSION CONTROL NOTES . 177E PROTECTION NOTE: 0 co 1. THE CONTRACTOR SHALL BE REQUIRED TO VISIT SITE PRIOR TO PREBID MEETING TO 5. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE `'' z o ter)' • FAMILIARIZE HIMSELF WITH DEMOLITION, GRADING, ETC. AND IMPROVEMENTS TO REMAIN. IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, 1. CONTRACTOR SHALL PROVIDE TREE PROTECTION AND INSTRUCTION TO ALL 1' 0 REPAIRED, AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE EMPLOYEES AND SUBCONTRACTORS PROHIBITING EQUIPMENT, VEHICLES, MACHINERY, - 2. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL ITEMS NOT DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND GRADING, DUMPING, STORAGE, BURIAL OF DEBRIS, OR ANY OTHER 'S zs i OTHERWISE LISTED HEREIN THAT CONFLICT WITH THE CONSTRUCTION OF THE PROJECT. CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. (SCHEDULE CONSTRUCTION-RELATED ACTIVITIES IN ANY TREE PROTECTION ZONE CONTRACTOR SHALL CONTACT ENGINEER IMMEDIATELY TO DETERMINE ANY ITEMS NOT A.5.B.II.(2)), (SCHEDULE A.5.B.II.(7)), (SCHEDULE A.7.D.I.(2)) & (SCHEDULE A.7.F.) g SHOWN ON THE PLANS THAT MUST BE REMOVED. FAILURE TO DO SO DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY AND COST FOR REMOVING ITEMS REQUIRED. 6. BEGIN LAND CLEARING, EXCAVATION, TRENCHING, CUTTING OR GRADING AND EARTHWORK-SURFACE 2. ONLY THOSE TREES IDENTIFIED ON THE APPROVED TREE REMOVAL PLAN ARE Z ROUGHING AFTER INSTALLING APPLICABLE SEDIMENT, EROSION PREVENTION AND RUNOFF CONTROL AUTHORIZED FOR REMOVAL BY THESE PLANS. NOTWITHSTANDING ANY OTHER c„,...4) i 3. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL KNOWN ENVIRONMENTAL MEASURES NOT IN THE DIRECT PATH OF WORK. (SCHEDULE A.5.B.II.(5)(A)), (SCHEDULE �� A.7.C.1.(1)) AND (SCHEDULE A.7.C.IL(1)) PROVISION OF THIS TITLE, ANY PARTY FOUND TO BE IN VIOLATION OF THIS INVESTIGATION STUDIES AND REPORTS PRIOR TO BIDDING. REPORTS ARE INCLUDED IN • PROJECT SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH ENVIRONMENTAL CHAPTER [18.790] PURSUANT TO CHAPTER 1.16 OF THE TIGARD MUNICIPAL CODE a; ENGINEER ON EXACT AREAS OF CONTAMINATION, IF ANY. 7. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL SHALL BE SUBJECT TO A CIVIL PENALTY OF UP TO $500 AND SHALL BE REQUIRED - a § I ' DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL TO REMEDY ANY DAMAGE CAUSED BY THE VIOLATION.. SUCH REMEDIATION SHALL I N 4. CONTRACTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL ACCORDING TO ROADWAYS. (SCHEDULE A.5.B.II.(5).(B), (SCHEDULE A.5.B.II.(5)(C) & SCHEDULE A.5.B.II.(6).) INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 1) REPLACEMENT OF 0) y .d LOCAL REQUIREMENTS. UNLAWFULLY REMOVED OR DAMAGED TREES IN ACCORDANCE WITH SECTION ■ 8. WET WEATHER BMPS: CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND 5 se 5. LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND CREATION OF BARE GROUND ON SLOPES GREATER THAN FIVE (5) PERCENT FROM OCTOBER 1 18.790.060 (D) OF THE TIGARD DEVELOPMENT CODE; AND 2) PAYMENT OF AN W to to di THROUGH MAY 31 EACH YEAR, (SCHEDULE A.7 a I ADDITIONAL CIVIL PENALTY REPRESENTING THE ESTIMATED VALUE OF ANY T CONTRACTOR IS TO VERIFY CONNECTION POINTS WITH EXISTING UTILITIES. CONTRACTOR ( ' '') UNLAWFULLY REMOVED OR DAMAGED TREE, AS DETERMINED USING THE MOST p IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING UTILITIES AND UTILITY 3 .52 ! STRUCTURES THAT ARE TO REMAIN. 9, WET WEATHER BMPS: TEMPORARY STABILIZATION OF THE SITE MUST BE INSTALLED AT THE END CURRENT INTERNATIONAL SOCIETY OF ARBORICULTURE'S GUIDE FOR PLANT OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND OR AT THE END OF EACH WORKDAY IF RAINFALL APPRAISAL. 6. CONTRACTOR WILL REMOVE AND PROPERLY DISPOSE OF ALL PLANTS, TREES, AND IS FORECAST IN THE NEXT 24 HOURS AND EACH WEEKEND AND HOLIDAY. (SCHEDULE A.7.A.II.) VEGETATION EXCEPT AS NOTED. 10, IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS 3. IF WORK IS REQUIRED WITHIN AN ESTABLISHED TREE PROTECTION ZONE, THE 7. PRIOR TO START OF CONSTRUCTION, CONTRACTOR IS TO NOTIFY UTILITY COMPANIES AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES AND VEGETATION PROJECT ARBORIST SHALL PREPARE A PROPOSAL DETAILING THE CONSTRUCTION TO FIELD LOCATE EXISTING UTILITIES IN THE AREA. CONTACT CITY OF TIGARD FOR AREAS TO BE PRESERVED. IDTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND TECHNIQUES TO BE EMPLOYED AND THE LIKELY IMPACTS TO THE TREES. THE EN IN-FIELD UTILITY LOCATE CONFIRMATION MEETING PRIOR TO START OF CONSTRUCTION SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PROPOSAL SHALL BE REVIEWED AND APPROVED BY THE CITY ARBORIST BEFORE PERIMETER PROPOSED WORK CAN PROCEED WITHIN A TREE PROTECTION ZONE. THE CITY ERIMETER AREAS. PRESERVE EXISTING VEGETATION AND RE-VEGETATE OPEN AREAS WHEN ACTIVITIES. PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. SCHEDULE ARBORIST MAY REQUIRE CHANGES PRIOR TO APPROVAL. THE PROJECT ARBORIST CO CO ( I OCCURRING 8. DEMOLITION CONTRACTOR TO SUBMIT TRUCK ROUTE, SCHEDULE OF DEMOLITION, A.5.B.1.(1) & (2)) AND (SCHEDULE A.7.C.III.(1)) SHALL BE ON SITE WHILE WORK IS OCCURR WITHIN THE TREE PROTECTION ZONE TRAFFIC CONTROL PLAN, METHOD OF DEMOLITION, AND DUST AND NOISE CONTROL AND SUBMIT A SUMMARY REPORT CERTIFYING THAT THE,WORK OCCURRED PER THE CJ MEASURES, AS REQUIRED, TO OBTAIN EXCAVATION PERMIT. 11. PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL EXPOSED AREAS TO PREVENT PROPOSAL AND WILL NOT SIGNIFICANTLY IMPACT THE HEALTH AND/OR STABILITY 9. CONTRACTOR TO REMOVE ALL EXISTING CONCRETE SLABS, WALLS, FLOORS, AND FROM BECOMING A SOURCE OF EROSION AND REMOVE ALL TEMPORARY CONTROL MEASURES, OF THE TREES. Lii FOOTINGS, IN THEIR ENTIRETY FOR BUILDINGS MARKED FOR DEMOLITION. � UNLESS LOCAL ORDINANCES REQUIRE OTHERWISE, AS AREAS ARE STABILIZED. (SCHEDULE A.5.B.II.(8)) AND (SCHEDULE A.7.C.II.(2)) I-- 10. ALL DEMOLISHED ASPHALTIC CONCRETE AND PORTLAND CEMENT CONCRETE SHALL BE 12. ALL TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR 4. PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT SHALL ESTABLISH C REMOVED FROM SITE. OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. IDENTIFY THE TYPE OF TREE PROTECTION FENCING AS DIRECTED BY THE PROJECT ARBORIST AND (...) Cr VEGETATIVE SEED MIX USED. (SCHEDULE A.7.C.III.(3)) & (SCHEDULE A.7.C.III.(4)) CONDITIONED BY THIS DECISION TO PROTECT THE TREES TO BE RETAINED. THE 11. THE CONTRACTOR SHALL HAVE WATERING TRUCKS ON SITE TO PREVENT THE APPLICANT SHALL CALL FOR AN INSPECTION AND ALLOW ACCESS BY THE CITY FORMATION OF ANY AIRBORNE DUST NUISANCE AND SHALL BE RESPONSIBLE FOR ANY 13. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ALONG THE SITE PERIMETER ON ALL ARBORIST FOR THE PURPOSE OF MONITORING THE TREE PROTECTION TO VERIFY F- DAMAGE RESULTING FROM FAILURE TO FOLLOW CITY GUIDELINES. DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AND AT ALL ACTIVE AND OPERATIONAL THAT THE TREE PROTECTION MEASURES ARE PERFORMING ADEQUATELY. FAILURE (in 12. EXISTING UNDERGROUND UTILITIES.AND IMPROVEMENTS ARE SHOWN IN THEIR INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION. (SCHEDULE A.7.D.I.(1) - TO FOLLOW THE PLAN, OR MAINTAIN TREE PROTECTION FENCING IN THE {2)) DESIGNATED LOCATIONS SHALL BE GROUNDS FOR IMMEDIATE SUSPENSION OF WORK APPROXIMATE LOCATIONS BASED UPON SURVEY INFORMATION PROVIDED BY KC CD DEVELOPMENT, NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS 14, PRIOR TO ANY LAND DISTURBING ACTIVITIES EACH SITE MUST HAVE GRAVELED, PAVED, OR ON THE SITE UNTIL REMEDIATION MEASURES AND/OR CIVIL CITATIONS CAN BE OF THE INFORMATION SHOWN. THE CONTRACTOR SHALL REMOVE ALL ABANDONED CONSTRUCTED ENTRANCES, EXITS AND PARKING AREAS WITH EXIT TIRE WASH TO REDUCE THE PROCESSED. Cr EXISTING UTILITIES ON THE SITE (UNLESS OTHERWISE NOTED). THIS SHALL INCLUDE TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS. (SCHEDULE A.7.D.III.(1)) J ALL EXISTING CATCH BASINS, MANHOLES, STORM PIPE, WATER PIPE, GAS PIPE, SANITARY PIPE, AND CONDUITS THAT ARE NOT REQUIRED TO SERVE THIS PROJECT 15. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER-TIGHT TRUCKS MUST BE USED T OR THE ADJOINING BUSINESS. ALL SANITARY AND STORM LINES TO BE ABANDONED OR OR LOADS MUST BE DRAINED ON-SITE UNTIL DRIPPING HAS BEEN REDUCED TO MINIMIZE SPILLAGE REMOVED SHALL BE DONE AT THE PUBLIC RIGHT-OF-WAY. ON ROADS. (SCHEDULE A.7.0.II1(3)) 0 13. ALL. EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS IN PUBLIC RIGHT OF 16. TEMPORARY STABILIZATION OR COVERING OF SOIL STOCKPILES AND PROTECTION OF STOCKPILE Z I WAY THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY LOCATED AWAY FROM CONSTRUCTION ACTIVITY MUST OCCUR AT THE END OF EACH WORKDAY OR RESTORED TO THE SATISFACTION OF THE LOCAL AGENCY ENGINEER, AT THE OTHER BMPS, SUCH AS DIVERSION OF UNCONTAMINATED FLOWS AND INSTALLATION OF SEDIMENT FENCES AROUND STOCKPILES, MUST BE IMPLEMENTED TO PREVENT TURBID DISCHARGES TO CONTRACTOR'S SOLE EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SURFACE WATERS. (SCHEDULE A.7.E.I.(1)) & (SCHEDULE A.7.E.II.(1) - (3)) Pr, TO DOCUMENT PRIOR DAMAGES. 2 14, ALL EXISTING SURFACES AND SURFACE FEATURES REMAINING AND NOT MARKED FOR 17. BMPS NAT WILL BE USED TO PREVENT OR MINIMIZE STORMWATER FROM BEING EXPOSED TO . POLLUTANTS FROM SPILLS, NO DISCHARGE OF CONCRETE TRUCK WASH WATER, VEHICLE AND Z DEMOLITION AND/OR REMOVAL, INCLUDING SURVEY MONUMENTATION, SHALL BE EQUIPMENT CLEANING, VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE, OTHER LU �..� PROTECTED THROUGHOUT CONSTRUCTION. ANY DAMAGE DURING CONSTRUCTION CLEANING AND MAINTENANCE ACTIVITIES, AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE AGENCY ENGINEER INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS UJ ,J I- AT THE CONTRACTOR'S SOLE EXPENSE. IT SHALL BE THE CONTRACTOR'S DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. (SCHEDULE F.-- W A.7.E.I.(2)) < RESPONSIBILITY TO DOCUMENT ANY PRIOR DAMAGE. T T z 15. ALL EXISTING TREES TO REMAIN SHALL BE ENCLOSED BY PROTECTIVE FENCING. THE 18. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, O FENCING SHALL BE INSPECTED BY THE CITY FORESTER PROIR TO THE COMMENCEMENT APPLICATION, AND DISPOSAL. (SCHEDULE A.7.E.III.(2)) z 2 ....,‹OF ANY SITE WORK AND SHALL REMAIN IN PLACE THROUGH CONSTRUCTION, UNTILL FOLLOW PR MANAGEMENT.SOLID WASTE AND HAZARDOUS MATERIALS MANA . PROJECT WRITTEN SPILL - � THE CERTIFICATE OF OCCUPANY HAS. BEEN APPROVED. 19. PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND T �,j,� 16. CONTRACTOR TO WORK WITH ADJACENT PROPERTY OWNER TO TRIM THE EXISTING PROPER DISPOSAL PROCEDURES; REGULAR MAINTENANCE. SCHEDULE FOR VEHICLES AND I SS..._HEDGES SOUTHWEST OF THE PROPERTY TO PROVIDE ADEQUATE SITE DISTANCE. MACHINERY; AND MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, MATERIAL d USE, .COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCHEDULE A.7.E.III(3)) 20. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, W Cr Cr c CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED STORM DRAINAGE CONSTRUCTION NOTES OR GENERATED DURING CONSTRUCTION AND MEET ALL STATE AND FEDERAL REGULATIONS AND < APPROVALS. (SCHEDULE A.7.E.IIL(4 Z 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO )) D Q REQUIREMENTS OF UNIFORM THESE PLANS AND THE APPLICABLE REQ REM 21. THE ESCP MEASURES SHOWN ON THIS PLAN. ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE ...... (../ PLUMBING CODE, THE APPLICABLE REQUIREMENTS OF THE CITY OF CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES MUST BE UPGRADED AS GENERAL NOTE: OOF: F: TIGARD. NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT ° PART THEREOF, WHICH CONSTRUCTED CONTROL REGULATIONS. CHANGES TO THE ESCP MUST ALSO BE SUBMITTED IN THE FORM OF AN ° •'+� 4 • 4P' ° St lVEY AND TO RK OUT 2. NO DRAINAGE PIPING OR A T EO , C UCTED OF ACTION PLAN TO DEQ OR ITS AGENT FOR APPROVAL. (SCHEDULE A.7.F.) �- CO o LOCATION OF FENCE .d - MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN o i► ° PRIOR TO INSTALLATION m A BUILDING, SHALL BE INSTALLED UNDER OR WITHIN FIVE (5) FEET OF 22. SIGNIFICANT AMOUNTS OF SEDIMENT, WHICH LEAVES THE SITE, MUST BE CLEANED UP WITHIN 24 ° ( o° 49401.1(0. , FOR PCA PROJECT ANY BUILDING OR STRUCTURE, OR PART THEREOF, NO LESS THAN ONE HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE Oil* I 1111OM o COMULTINQ (1) FOOT BELOW. THE SURFACE OF THE GROUND. THIS INCLUDES OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF • APPROVAL STRUCTURES SUCH AS PORCHES AND STEPS, WHETHER COVERED OR THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL o • t,,, � • BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIME FRAME. ° ,,,,i► 0 UNCOVERED, BREEZEWAYS, ROOFED PORTE-COCHERES, ROOFED PATIOS, (SCHEDULE A.7.F.I.(1)) EXISTINGTREE _ )111 e ` CALL ROBERT MAZANY CARPORTS, COVERED WALKS, COVERED DRIVEWAYS, AND SIMILAR (503)533-1064 STRUCTURES OR APPURTENANCES. 23. VACUUMING OR DRY SWEEPING MUST BE USED TO CLEAN-UP RELEASED'SEDIMENT AND MUST NOT TO REMAIN .-r �� ° o' o 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES. o (SCHEDULE A.7.F.I.(2)) G _. O NOTE: INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY Ate' USE OFT.HT.C AINLNK Z DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION 24. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW FENCING AROUND TREE p AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. ° • ' OR GROUPS OF TREES` b. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. TIME RELEASE FERTILIZERS SHOULD BE USED WITH CARE WITHIN ANY WATER WAY RIPARIAN ZONE. o ° o 0 (SCHEDULE A.7.F.I.(3)) ç111111. ç.;ç4 ❖:3::❖ :;;;;;;;;;;4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY , ,,,„+,,,,,,,++,,,,,,,, w eeee� .�++...+��.ee+.e.+.+♦RULES OF O.S.H.A. AND IN PARTICULAR THOSE PERTAINING TO 25. +.: 0e...eeee►.e+.+ee�,++e+e+.eee,SEDIMENT MUST BE REMOVED FROM BEHIND A SEDIMENT FENCE WHEN 1T HAS REACHED A HEIGHT +..❖ ,•,•,,,+,•��;+,•,+,•„,•,+,++•+•,,,•.+,+,+.•,++•, +,+,•�OF 1/3 THE HEIGHT OF THE FENCE ABOVEGROUND AND BEFORE FENCE REMOVAL (SCHEDULE ++��+�+ ,;++++ +++e+++++++ AD EQUATE SHORING AND TRENCH PROTECTION OF WORKMEN. ►;.;.;.;.;.;.;.;..;e;+;;; +;.;,;.,, ► 0 i+iii•+iii°O:+W i t'i i i+i+i '•S�,•.•••,$::::::::::::•::::::$ ►eeeeeeeeeeei e.+♦ � ee+:::::: RIM ELEVATIONS OF CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, A.7.F.1I,(1)) .++•.•,•.•,++•.•.•o.<;•,e,•+e,:•,•,+o+eee,•��,•,•,•,e,•,•i•+•,+,•,• �j', eeeeeee♦♦eet'+ee+i�+++.+..<�+eeeee.eee� ►+.•i►++:e+++.++e e.+.++�i�+e+ee+$;::::.+.+1e:*i�+�+�++e+ee,•,e,e+*: "a. FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT ►o•+oe•.00eee•.�i�.•+•+•+� +o+.o•.�..❖.❖eoo•+000: o 26. SEDIMENT MUST BE REMOVED FROM BEHIND BIO BAGS AND OTHER BARRIERS IT HAS REACHED A ►;e;.;e;.;.,.�.;.+.;.;.�i;.;e; .!<+.•eee++•.�;.;.�.;.;.�,;.�.;.�.�.� GRADES. HEIGHT OF TWO (2) INCHES AND BEFORE BMP REMOVAL. (SCHEDULE A.7.F.II.(2)) FINISH GRADE ►++ee.eeee+_.,_e_....fr.•. +.❖.•.•.:.....,..+.+_+ + CC 6. CONTRACTOR MAY SUBSTITUTE PVC FOR THE STORM DRAIN PIPE 1..0 VARIABLE MATERIAL DESIGNATED ON THE PLANS, PVC AND ADS PIPE SHALL 27. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP OR CATCH BASINS PER PCA MEET THE REQUIREMENTS OF THE UNIFORM PLUMBING CODE. NOTE THAT MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY (50)! AND DIRECTION (1) THESE ALTERNATIVE MATERIALS MAY ONLY BE USED WHERE A MINIMUM AT COMPLETION OF PROJECT. (SCHEDULE A.7.F.II.(3) & (4)) (MIN i'PER DIAMETER INCH) Z OF 3' OF COVER IS MAINTAINED, OTHERWISE CONCRETE SEWER PIPE, 28. DEQ MUST APPROVE OF ANY TREATMENT SYSTEM AND OPERATIONAL PLAN THAT MAY BE DUCTILE IRON, OR PVC-C900 SHALL BE USED. NECESSARY TO TREAT CONTAMINATED CONSTRUCTION DEWATERING OR SEDIMENT AND. TURBIDITY IN ��d PROF�s� STORMWATER RUNOFF. (SCHEDULE A.7.F.III.) DETAIL: TYPICAL TREE PROTECTION s ��, 7. PIPE BEDDING AND BACKFILL SHALL CONFORM TO THE CITY OF TIGARD # ,y SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR THIRTY DAYS SCALE ;� .!,41119111111 1�`STANDARDS. 29. CE SE OR D YS OR MORE, THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY ily/ SEEDING, OR OTHER METHOD. (SCHEDULE A.8.A.) •REGON Robert Mazar�y % 'ti DEQ EROSION CONTROL NOTES 30. SHOULD CONSTRUCTION ACTIVITIES CEASE FOR FIFTEEN (15) DAYS OR MORE ON ANY SIGNIFICANT '94, el Y 15,2P" o� � o PORTION OF A CONSTRUCTION SITE TEMPORARY STABILIZATION IS REQUIRED FOR THAT PORTION J y FL AMERICAN /��/� /ON M• OF THE SITE WITH STRAW, COMPOST, OR OTHER TACKIFIED COVERING THAT PREVENT SOIL OR ICAN SOCIETY of U. 1. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES WIND EROSION UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.B.B.} CONSULTING ARBORISTS EXPIRES: 12-31-08 THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION Registered Consulting Arborist#133 LIMITS. (SCHEDULE A.5.B.1.(3)) 31. DAILY INSPECTIONS WHEN RAINFALL AND RUNOFF OCCURS OF THE BMPS AND DISCHARGE OUTFALLS F 2. THE ESCP MUST BE KEPT ONSITE AND ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN MUST BE THE PROJECT ESCP INSPECTOR. THESE INSPECTIONS AND OBSERVATIONS MUST BE DATE I RECORDED IN A LOG THAT IS AVAILABLE ON SITE. (SCHEDULE A.6.B.I.) & (SCHEDULE B.1.B 1 ON THE PLAN MUST BE INSTALLED IN SUCH A MANNER. TO ENSURE THAT SEDIMENT OR SEDIMENT C ) C C )) DRAWN I RER LADEN WATER THAT ENTERS OR IS LIKELY TO ENTER SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATER, ROADWAY, OR OTHER PROPERTIES DOES NOT OCCUR. (SCHEDULE ' 32. BMPS MUST BE INSPECTED BEFORE, DURING, AND AFTER SIGNIFICANT STORM EVENTS. (SCHEDULE DESIGNED I RER A.3.A.) AND (SCHEDULE B.3.B.) A.7.F.) CHECKED I AMR 3. THE IMPLEMENTATION OF THE ESCP AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND 33. ALL ESCP CONTROLS AND PRACTICES MUST BE INSPECTED VISUALLY ONCE TO'ENSURE THAT BMPS PROJECT # 1 TSD6701.00 UPGRADING OF THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE ARE IN WORKING ORDER PRIOR TO THE SITE BECOMING INACTIVE OR IN ANTICIPATION OF SITE i.- PERMIT REGISTRANT UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL INACCESSIBILITY AND MUST BE INSPECTED VISUALLY ONCE EVERY TWO (2) WEEKS DURING INACTIVE ! � ' SHEET TITLE DEVELOPMENT AGENCY AND VEGETATION/LANDSCAPING EJJ ION/LANDSCAPING IS ESTABLISHED. THE PERMIT REGISTRANT PERIODS GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS. (SCHEDULE B.1.B.(2)-(3)) GENERAL NOTES SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE LOTS ARE APPROVED, UNTIL THE LOTS 34. IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND ACCESSIBLE DISCHARGE (J)ARE SOLD AND THE 1200-C PERMIT IS TERMINATED. (SCHEDULE A.4.A.) AND (SCHEDULE D.3.) `'��' SHEET NUMBER POINT OR DOWNSTREAM LOCATION DURING PERIODS WHICH THE SITE IS INACCESSIBLE DUE TO 4. THE PERMIT REGISTRANT MUST BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF INCLEMENT WEATHER. (SCHEDULE B.1.B.(4)) ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, OR 0 FEDERAL REGULATIONS. (SCHEDULE A.5..A.) AND (SCHEDULE A. 6.A.) 01 CO , ' . r. � " 0 cm g y: DEMOLITION NOTES: a) c4 co I W °� �- z o lok*, I 8 E' I ' REMOVE CURB, LANDSCAPING AND IRRIGATION - o • illi,r°r { �C HEADS. IRRIGATION SPRINKLER HEADS, _ 2 LO IRRIGATION VALVES AND ANY OTHER IRRIGATION , ACCESSORIES LOCATED IN AREAS TO BE ti ti 4. tio 1 I-' DEMOLISHED AND TO BE SALVAGED FOR FUTURE 0�►b« USE (FOR OWNER). LANDSCAPING CONTRACTOR 8 4 N. ,�� SHALL INCORPORATE THESE ITEMS INTO NEW Z m T lie DESIGN AS INDICATED ON LANDSCAPE PLANS. IF „„ CATCHBASIN # • erg ! COST OF SALVAGING EXISTING IRRIGATION ITEMS .r TO BE 0 IP . IS HIGHER THAN INSTALLING NEW IRRIGATION a REMOVED X --_____.... X ________ gyp° ,fff COMPONENTS, LANDSCAPE CONTRACTOR WILL cu.....,... . __ --SD 4) a ."'"'"7".""7"../.k..-,-- COMPLETE IRRIGATION SCOPE OF WORK AT THE _ 0 Oki CATCHBASIN -~- .� _.._ SRO �- cn 4 e ..° °b , f J °b y bw• F LOWEST COST TO OWNER REMOVE TO BE = -_____�!►' _�. b"' ,-. a®�b�°�aww_w_�' ; ,` ::: -tg ' "°.M:p:»w�•_w:° ya' SAWCUT 2' OFF EDGE QF CONCRETE REMOVED G © "a:: .cv) go REMOVE SW DUR r •.1 -1, 20+00 H'A,M RD . : ��. W 21+�0 DRIVEWAY �' j- \ ."..._b I" , 9" ::d: • DEMOLITION GENERAL NOTES / z•g .. / .° 0' r. 22+00 I EXISTING C f L Q a 3 H ,. ' U1 SIGNAL » °`" ... ..,._._.. -- - ..�.._.. ... a ---,, ,..... ,.c.) - , POLE TO BE °..�" " P�'�- POLE !0 BED - '-•-�. 1. CONTRACTOR SHALL REMOVE ALL TREES (MARKED), SHRUBS "J F <° '`� "� nil I 24+00 "'• RELOCATED,' ' )> > - �W `� -- ««. AND MAN--MADE STRUCTURES INCLUDING, BUT NOT �.� �.. ��, "°~ ,F Q °,."' '�P ,. .� RELOC TED 25+00 ;•""r ""°"»w» RUBBISH, , " "<< 24.3 22.0 SAWCUT © SIDEWALK (I) * »� ,®" «" LIMITED TO, CONCRETE SLABS, WALLS, VAULTS, FOOTINGS ,f ° °<` �. , ».°' " - B.. r<". *"»"<~""" ASPHALTIC PAVED SURFACES, GRAVELED AREAS, SHEDS OR OTHER 1g - ' 45.0' GUTTER »." °` 0 »"»°: �� . < • OffinginiaMinir �,� ,�, ---- ► »" gE ", °" © ",� FREE-STANDING BUILDINGS CONSTRUCTED OF. WOOD, CONCRETE, ° � ! g 4«�M , + ----. S METAL ETC BUILDINGS FOUNDATIONS, FENCES, RAILING al . B 0 _ �� ; �►(j.j .�,��-'---, ,-___ R EM OVE�� S ».°rd ,"<r O w ,�. �,JL.J ora: »dd KK"'e' ,.bwswrM....;_.vwwwww.M:...,_: .:-...... ..- „� .. ..0 BO�p'-` �0 _ww� p �.. ;.. . , *. :: ,��WO �} ,� �.�► "�X " w " S N RY, ETC. W N THE CLEARING LIMITS. THE (TENS LISTED./...+1.-r, ►a•'�. w~11 w»,m.a.,w - - i T Iii ♦ �". ,.*"'^"......ww.�«o.+w.ww.w.. M.w..«.«a. �"'" f M ..6 s -- o _ _ MACHINERY, WITHIN _d ~ o ,» t 0 »- _ _ w.. � y : ,;: „ . ... :. '.V R . ,.. ., <d rr a"<» ABOVE SHALL BE DISPOSED aA..wwwwM,ea»,.bw+�� , �...�,...._ Ff ,. �• �, .»Gam. '� .►, r«�.�,M.«MM. +«».w., �., «» --- ---+»� �. i. �`"` a •�:�'� �, . ,. ,;r .«� CONTRACTOR'S RESPONSIBILITY TO CONFIRM THE NUMBER OF .»,..»„ww Mw»»»MM b Mw»M « ., pb.wpp»»wbp .��., �«.. fi W»w www w»Mww•M l w.w sp wwp wM M wM M wwwb» MM bMbwp ,/ `} / a .*. . ! i v it ---- X X f w --,; a°'. ,�. . STRUCTURES TO BE REMOVED amoll No if i i ~�, ..° r.W.,_-,...:. .mod- ♦ 4 �t�.�... 9,....._ ''",,,, °°� �. y , , f'Sa «w--.,-�,a.-."""."."" i { •O+Mp ". .. .'*�!w, a.r"� i.� ».a w.., ��., � �- ° g 1 6.4 °. POLE TO BE J fir►»�»Mw» . }, 2. ALL BURIED STRUCTURES I.E. TANKS, LEACH LINES, DRAIN TILE,°° " "° ""°rte .../“..._____»°"" "° a �' �' -`� � �� AND PIPES NOT DESIGNATED TO REMAIN QN THE SITE SHALL BE ..... e .8 d< r• d. weMw» ieR - .. °®° s'� _. .,. _.M•._ a 0 d<. RELOCATED r»»»r»" POLE TO BE°° «°«, *° « .w»» _» ''1►�' �, , -_ REMOVED AND THE RESULTING EXCAVATIONS SHALL BE PROPERLY Lt.! f 8' r-EMOVE A= CATCHBASIN <'� REMOV, d °• .»»»»»»'"»»» RELOCATE). SIGNS TO BE •° "«°« ,, , :, `'I A DRAIN " - BACKFILLED AND COMPACTED PRIOR TO ANY GRADING OR FILLING dek'a '� s TO BE SIDEW,At.K " RELOCATED F % TO BE R D ° .. [REk1OVED I , STING ROW d".f< *.�: ,® ""»fir " :° CO C(Q OPERATIONS. THIS INCLUDES STUMPS AND ROOTBALLS OF TREES ____0,00.• ,...-,..�'p,«"'' - at4 - - 8 ' t [� ,fir °' ,. , �b'� '.My .yw"M .0,...,1". - - - TO BE REMOVED FROM THE SITEa ° } ' a` "» d° EXISTING SWALE .L « "x » # " EXISTING ' 11101,44 8 ( _ �` .° »."" " FENCE TO -»-, "PROPOSE »" „,�„b.it.. ., TO BE REMOVED a R ,� '` '� ` BE REMOVED 8 3. ALL UNSUITABLE MATERIAL (SOIL & VEGETATION) REMOVED DURING ,,,,,,,• . r s,°� r,F< nr,, �' ` ..,. THE CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED BY 0 _.,r.• (I I' D - 8 " ,"• ° w µww:^°°°"`, , <" '" • '� ~" THE CONTRACTOR AND DISPOSED OF OFF-SITE IN A SUITABLE PROPOSED < LOCATION APPROVED BY THE ENGINEER AND THE CITY OF SAWCUT , SOCCER d.`' SOCCER ",<° g,Fg °°° } , «bw �p wM by ---�- PORTLAND. I / ,, J J ® - p - - + 171; $ GOAL POST TO ° f °.; « « f "»Ma �,. •. e $• Elm" a ,JAN a GOAL POST TO d , , , € , ®�< . � _ Al s BE REMOVED BE REMOVED,/ ` ,<' �''° Ilk °' 4. ENGINEER ?OW NER SHALL PROVIDE THE CONTRACTOR WITH A "'•"• �, , a <®< °� ' ! ,/ ' 0 REMOVE LIGHT $J 4 PR• OSED r ; fF d"~ ¢ wa ' ON TRACTOR LOCATION PLACE AND COMPACT EXCESS SUITABLE MATERIAL. DURHAM CENTERS ° '' '" ` ' T 01 TO THE LOCATION SHALL BE STRIPPED AND REMOVED OF ALL ORGANIC SAWCUT at ,F°° ,Y fP <,RAISED LANDSCAPE , t � ENSURE REMAINING MATERIAL PRIOR TO PLACEMENT OF EXCESS SUITABLE MATERIAL. �✓ ,..,. e F , < r < $ a. GHTS ARE Cr ..�►< •��,,�,: a a , ISLAND TO BE d $ OPERATIONAL AFTER 5. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT 2:.. �, .r. , a . . F REMOVED ° $ E 't Set * ! f f F s ya F � s W < 0 INSTALL TEMP 6' ` : *' SV '� ALL TIMES. c41► detIds , P. g I �► CHAN LINK FENCE / $, ' 4' EXISTING STORM OLE IS REMOVED.C 0 C) Fmas. 0 ?.4.4h0404.1 , E „,., OF BEFORE JUNE """ 50 SW DURHAM RD , PUMP MANHOLE F` � F rs��l._ay �.'r/a g, 1 Illi\ �. 16) ,°~"CAX LOT #: 2S 113BA0040 % #w ,k�a 4 .° •;• . a� . NOTES yy a it) Z 1 �V•,.'•V4:o t °„#'4. ° RAISED LANDSCAPE ��` ` # 0 s .«0' THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND FIELD LINE LOCATES. THE SURVEYOR MAKES NO GUARANTEE THAT .0..STAIRS g .: -- - d0► $ <° ° ; ' REMOVE@�, � ...�.. Z LLI (-)rrt BO0 0 BO j EMERGENCY ACCTS ,,"° �' •;) _____ • THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH .UTILITIES IN THE AREA, 2 NO il STAIRS !' ""x ! < J� ° 7800 SW DURHAM RD EITHER IN SERVICE OR ABANDONED. NE SURVEYOR FURTHER DOES NOT WARRANT ° THAT THE UNDERGROUND UTILITIES SHOWN ARE IN LOCATION INDICATED E KO' . "r®""»° aga i g ;'4 g «°"'"", F"'° f ►'►*Ilki•R--; ,.< `: TAX LOT #: 2S 113BA00200 THE EXACT LOCA P > I d""»~" J ' ,� ALTHO UGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE' _ < � _ »°»"� ."' `' � PRO-OSED FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE 1--- uj Z $ a 1001 a I ,.� . .r RAISED LANDSCAPE f.P.44, SAWCUT PROPOSED- a` s+ ,�►� f ,: of°' t'' UNDERGROUND UTILITIES. a ousami H x a r F f ISLAND TO BE 3a SAWCUT ' �� $,' °'J ,,:°J II ��' REMOVED �: 0 0 'lour 41 ' �' ' ► TAX LOT #: S113BAg0500 ,"/ �� $ J» � � _ 9OA .F ei �I �' EXISTING UNDERGROUND UTILITIES SHOWN FOR '`�. : BOLLARDS T a~� ° ¢"<' / RAISED LANDSCAPE EXSI TIN G ° a , $ t , ?I REFERENCE ONLY. CONTRACTOR TO VERIFY E BE REMOVED-------* A • � � ��» ""�""�'' ®, ISLAND TO BE ' ; BUILDING LOCATION AND ELEVATION PRIOR TO COMMENCING Q gt II r»"""""» / REMOVED 4a. WORK. NOTIFY ENGINEER IF CONFLICT 0 : 'IN_ a ". EXISTS INSTALL TEMP 6' g a »"� � �. .,��tor CHAN FENCE PLAY GROUND 8° r ;�" F. �..�,Mb_ww« w»_.«bp_w~�w _w iE AFTERNJUNE 16 EQUIPMENT , 0 ; : ; /' *t' ;1'4' � .'4 LEGEND Lu t $ , 4 $ ' wp»app$www»,b wp_�bw» w_»_w _, Cr 1 I- 8048 SHAFFER LN >° '�!`- :41. � _ �` �`EXISTING 1 221 EXISTING 1' CONTOUR 5 TAX LOT #: 2S1138000300 sd jgJ ® { ;`FENCE TO •� j ....... 220 - EXISTING 5' CONTOUR 0 0 • I • t ` � : a _l� �'� J w '«_ EXISTING BENCH TO I > ,$ 'rfl +r ' °� REMOVED r g _ ;a s� �'f .e, t �� ►�4 - TREE REMOVAL Flam CC CI BE RELOCATED I I ! , ► s SV RAISED LANDSCAPE "' �!, _ 't/ .,�� SEE SHEET G0.1 (in < Cr &b ISLAND TO BE �) _ FOR TREE DETAILS -� EXISTING BENCH TO � _ ,f 4-. , s iL (,..D EXISTING FIRE O . /: ,, «� «b,; .� Q BE RELOCATED • REMOVED '- fir TREE PROTECTION HYDRANT TO f $ a$ a �. a$..�iik.. �,.i Q u '�`'�!` "°°�• RAISED NDSCAPEit: I� �.. ,.•�,�,�_ RELOCATED • , 'j �I'NSTALL TEMP 6 EXISTING «� a.,....\ 0�``�� g I I ; ;0i i' EHAN LINK FENCE PLAYGROUND �"-155.._ «'°°ISLAND `' !P w • € J a ° °° STORM SANITARY SEWER TABLE: ,: $ �,�. DRAINAGE TABLE: CO „ _.-- _...... .,,-'.*- --**---- „°# fr" # I e i :0.01,2 t 1 STORM MANHOLE 13 STORM CURB INLET SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE EXI tG BIKE RACK ) a 1 J� a �p a ED ' � - 11' RIM=16193' = 35' 00' $ . . RIM--160.TO a a � , RI M=162.00' a E RELOCATED °p # g Mr. a $ RIM 160. R» =162.viii 3 V �.► `°' .� COULD NOT DIP 12�� CONC {N)=157.51 8 PVC NW =152.99' 8 PVC {S) PROPOSED :` : f ;` ,.-.�- ---.�.,�.. . L. �, $ . $ »�"p_� im. '� SUMP=152.51 1 CONC =157. _ " 2 {E) 33 10 PVC (E)-152.95 8 PVC (N) SAWCUT f . ;' o O / ,<.4, "-. I fl e.' STORM MANHOLE 12 = . - b A r41 r .: r, F ,� } CENTERLINE CHANNEL=155.99' SANITARY SEWER MANHOLE< . r s ; �; 0 ,fY - ` 1 ,� ? RAI $ «..b�„w«� °� RIM=159.98 12 CONC (S)=157.63 , R RD a RD J 4+ �p� .. LA DSCA } a f �bp«•� 12" PVC 156 03' J � RIM 159.77 ,.. t I< ' .., ) ''�` ISLA _ ..b«_ MANHOLE \ Ell . VC (W)= SANITARY MA « 12" a ' «� 14 STORM CATCH BASIN 10 PVC {NW)=151.40 q.' 155 9 t. ° - t °" !`` /` \\ '`w�• a, -•'i, • f ` �, - 12 PVC {S)= 3 RIM=158.7 f, - - -�4r'q - 8 t } $ \\\�" ,. �1 $ $ `s t • 55 w,,� i s ` M» ' ei"t «�« w RIM=160.36 { )- 8 PVC {W) ° PROPOED A _. € it ENCLOSURE 2" -15 1' " z --6-- �$; i °°� 't'∎• a 'r. - F • �` °� 3 STOR M CURB INLET=�� } -� a, = SANITARY SEWER MANHOLE r - SUMP FULF DEBRIS{ a {a CHANNEL-150.87 t CENTERLINE a► ti g$ 15 STORM CURS INLET _ 21' co . RIM=160.83 VC {S)--150.1 fi -v...... ., ' f . e I , , _ ii °` �►w� /41 f SANITARY MANHOL E 11 STORM CURB (NLET o 12 CONC (N)-156.93 RIM=157.50` SIN- Ff`<,J .� R(M 1 PVC {SW)-150 °� f f /' !' a �, .� ,� ..� - 5 -van [/��»M ° , p = 55.96' . (....) ....w,.. ,..... .•k. .....: a t ; 04 .rr 40 a ° W y, eM»..w w Mwe - `,.SSS i wMM.e�ww !! ,e , s =$ r °� .». _ »ww__ SEWER MANHOLE °`°°` uas wMM ws wee '°`.'rr '� M.�rw«.eww..a»» »M. •. » w »�., »° '$8 °g Lu {� $ "• .•,,� •-"" l8 54 < a 12 CONC (W)=156.88' »ww_w.w».w Mw«» •• °« 15" CONC {W)=152.16' SANITARY SE 8" PVC {S) $ 1 ' = i ''. 88 wwww.w Ms t�„wawoaas°`G? , , I „ (0=152.14' 12 CONC {E)-156.75 • 8 PVC {W) T,- CE t % s $ a 11a,,,+ a a s # 15" CONC RIM=158.41- CENTERLINE CHANNEL=151.35' a ; '! I � a IS 1.6 STORM CATCH BASIN8t� PVC {S) 150.78} $ • 4 r J $ a 8 PVC (N)-150.68 $ ' • a .f r" it RIM=158.74 EXISTING DURHAM F """" 'q r } $ Al w I a a �; a ° 10 PVC (S}=156.56 a� �w �� e 3�, � rt ' a : i t $ $ r a (.00 ELEMENTARY I I# I o :''« ° 12" CONC N =155.44' ° $ • # a { )'V. 1 I I % s ' s I$ ; ; ; 1 I I ; ' 15" CONC (W)=155.39' I • EXI 'TINGWATER $ a t $ a f t I • ! $ a t a t I I £ i . L i ° i' QJALITY SWALE x ; : I• ; _ 15" CONC {E)=155.27' O PRO$ a , t r a a $REMOVE TREES AND s° i I i '��t�� rts}' 7/1) FILL IN DEPRESSION,` EXISTING FENCE ;a `°~°" J ; SPk': S` /I P J t a jj .r:),A 1 ; , i i i Cr '* OREGON 0 Zd• I / 0 cIP �o @ t t= ! I Y $ 0h,Y 0.° • ;e B I LL t j : ' $ ,1 a a t 9� Y 15, 0 1' I EXPIRES: 12-31-0 8$i t x I . I I i ff' ii g is 1 I I I I ! I I = �' 0 a DATE 1 04/11/08 I 8 a x I• ' I t i • I?I DRAWN RER $ I I a DESIGNED I RER t ilip„ SCALE.' 1 =3Q CHECKED I AMR $ a :t $ a OREGON UTILITY PROJECT # I TSD6701.00 I x ! I NOTIFICATION CENTER 3a 15 0 30 s I ( I I , SHEET TITLE g R 1-800-332-2344 EX CON/DEMO PLAN e ° $ a a t a I I I I e I ' ,I___'g j :� / "'r° *.$°""`. ' J t S. SHEET NUMBER a ''',H` 4 a } t I i 1: f �c•$ 0 4i PORB g: I 00 0 1 1.0 NOTE 0 Pi li 1 r.. _ cy, g i CC T I ALL TREES TO BE REMOVED ARE TO BE CLEARLY Z g • I MARKED PRIOR TO REMOVAL FOR INSPECTION LO BY A CITY REPRESENTATIVE. _ `� I I 5 CONSTRUCTION NOTE: I I w Z 0 co IT INSTALL CONSTRUCTION LIMIT/ TREE PROTECTION FENCING. �� FENCING TO BE ORANGE CONSTRUCTION FENCE LOCATED AS 0 o ■ `'.►� -`r" ',, X X X ,� �y SHOWN. FOR TREE GROUP FENCING THE FENCE SHALL BE m I..ev. „\\,\N_N-\\-\\-\:\-\\-\'\-\\-\\-\\\-\\\\-\\\.\\\\ 4.)i -.� # .,,��. PLACED AT THE DRIP LINE OF THE TREES. - co g• 0 ‘ i k* / M-„,*.- \ \ i w co to � � \ NI LEGEND �- = \ I -,_---- 221-- ---°---°° -- EXISTING 1' CONTOUR iii.� \ �' - r -- ..� •;R 220 - °-° .�'° - EXISTING 5' CONTOUR 1. \ \ ' ' ,r , �-° , I �� T„....;-„iv -- TREE REMOVAL � \ �. t , � r t i - � :\ •r SEE SHEE it ti o . `.°� -' �� - r )t:; i : : ,�• ,; FOR TREE DETAILS \ .; ' �'+ ` �► - TREE PROTECTION f • ••1 N. \ fir\ Q� g \ CO Cfm) �--� TREE SURVEY TABLE CO C\11 '`� ;� °� # SPECIE DIAMETER CANOPY DIA all --T \ `q ia�J 1 GIANT SEQUOIA 32.3 . '.'��' + I" ; 'a;4 2 WESTERN RED CEDAR 8" 6.7' 0 I 3 SITKA SPRUCE 25.8" 14.7' ` ` �° ',,� z _ 4 PIN OAK 10" 9.9 ' 1 \ \ , i4 3 .1.11;a:;w « ' ; --1 's mss cr ', ,.�,�,;� ;�, t .. «:�►.«;: Fri I •,. r I 5 PINE SP. 13.4722.5" 0 2"- 15.8 \ ,Ni*,.., ,a , a`..i «."« i;«i;••' Al •fir » 1' - "�� ,•, •:.:. .:. a .. 28.2 �' 1 I \ • •.,� ::. •M.; , r� •. .' 6 ATLAS CEDAR " < Fil"" »a ....,... I►,. 0 17.5" 11.3 � �+�� '=''', "« „'',,'-'�I I .:. 7 BIRCH 6" 15.8' .oa,0 \ - 16 m x • 8 ATLAS CEDAR 18.2" 10.7' K�'-i `" � o 9 BIRCH 9" 5.3' C121 �� p:.: \ Zz 411► w •;. " \ 0 o 0 0 ,_. 10 ATLAS CEDAR _ 16.3" 9.3' Cr �. is s . �. ►� 770 11 WESTERN RED CEDAR 17.9" 9.7' ,.., �' Q "iii; ' 12 WESTERN RED CEDAR 16.07//11.0" 9.9' \ < 0 D 'S .r 1' 0 28.2" 1 V Ai 13 WESTERN RED CEDAR 7.0"712.5" 9.2' CD r 17.0 1 ' Z H 0 ;` ';' ,, 14 WESTERN RED CEDAR 15.7" 11.2' vir 15 WESTERN RED CEDAR 12.4" 11.4' Z 1 ` 16 WESTERN RED CEDAR 10" 10' �••1 a m c� � °: 17 WESTERN RED CEDAR 10" 10' El .: ••., 18 WESTERN RED CEDAR 15.0"/8.0" 11.4' CO ► 21.6" GROUND z 2 �.ri lilt ►�`a�►«ice, ►i l ��, r.► . ri ,._. ,.:711113 s ., , r_ �,► , • < + = �.� 19 WESTERN RED CEDAR 19.2 11.4 I 1 h - �� i r P N 17.8`, _ .`.� . ... , .,. s • ► °,` �!4 �r► -r� , s s • ..� ,■. 20 0 DEROSA PINE 31.6... -tt►. t 1,!`> t► 4 rear» ,.„� s ♦ ► ►, t s!� ,�;�►• , '! ►' r..►: �..t►,.,,t►.t► `,t►.? ... �►.. 411 411,.,.�E� ,� : k ii&V- t ♦ ,+ CAis :.. 21 DOUGLAS FIR 36.3 21.8 �� `r► x 4. -- �. 22 DOUGLAS FIR 60.2 _. 24.0 ..� -- _w 23 DOUGLAS FIR 22.6 16.2. 24 FASSEN S BLACK MAPLE 18.1 10.4•x >: 0 1r.,.[J it*' , i : f� �'3 i; ,� 25 RED MAPLE 18.1 14.0' .11 Z , . < 0 REMOVE TREES AND t. •• ., 26 ATLAS CEDAR 14.6" 7.3 FILL IN DEPRESSION :f. E 27 PINE SP. 14.8 (� 3 7.fii I-'- . 28 PINE SP. 17.2 8.9 x ,' ,: 16.5" 10.2' ow Cr \.f ! 29 PINE SP. Fi- I :` 30 PINE SP. 14.4" 10.7' Cr < I 31 PINE SP. 13.4 7.7', 0....• =1►' _ r, °.a 32 DOUGLAS FIR 25.1 15.8 4 \I ti >;: :.. 33 DOUGLAS FIR 15.9 13.9'la I x # i \' °� 34 DOUGLAS FIR 17.9" 15.2' W CC • a..� '4 •y° 35 DOUGLAS FIR 20.3" 16.4' Q Q �.. .,-„, 1 vi.to C 36 DOUGLAS FIR 20.1" 13.9' Q•/0 : PI -.• DO 37 DOUGLAS FIR 24.9" 16.9 OE 0 x Q `• I > 38 DOUGLAS FIR 18.5 13.0 s`'�''t•, °�° 39 DOUGLAS FIR 25.2" 18.5' �� ;`` \I!), `°°: . .' 40 DOUGLAS FIR 22.9' 7.3' y•w I 41 DOUGLAS FIR 19.4" 12.6' >- ° 0 44340921 2 RED ALDER 9.7"/11.1"/7.8" 13.4' ... ... . `< Cn . (EST. 25.0 ,~-- ` ` .` ' °•• RED ALDER " " 13.8' I , I d, 43 LDER 8.0 /9.2 7,4 ..` +: .•• (EST. 20.0"} EXISTING FENC ,1' .. ALL WORK DONE WITHIN .°'," °.• f D 44 WESTERN RED CEDAR 18.4" 9.3' ,� I TREE DRIP ZONE TO BE ' xf 45 WESTERN RED CEDAR 23.1" 12.1' SUPERVISED BY LICENSED �. " EXISTING FENC 1 ARBORIST .- ALL WORK. DONE WITHIN 46 WESTERN RED CEDAR 17.7 /11.3 10,2 }� x x--- ° `° '° T °°` TREE DRIP ZONE TO BE I 24.8" 0 GROUND•ERVISED BY LICENSED ° 47 WESTERN RED CEDAR 20.1" 8.3' EXISTIN ARBORIST , --..._..._..._..._..._:.._.. _..._.. ' FENCE To 1•;„ °•* 48 WESTERN RED CEDAR 16.9" 7.6' I ._..._... _ ..._...._.... ._.... _..._. ..._._... _ ...._._ I BE REMOVED •' I 9.0' 0 •� !� e` : a ler:::,011,1 l'*" iii 49 WESTERN RED CEDAR 17.8" 9.0� x I y.. 50 WESTERN RED CEDAR 16.2" 8.0 Cc 51 WESTERN RED CEDAR 18.3" 10.4' . . l 52 WESTERN RED CEDAR _ 15.1" 6.7' WW 8 1111141MInfintattik**-1144"t'` 53 WESTERN RED CEDAR 1.5.1"/12.8 8.4 CI L ,� � / �:.r�.► +n►� 7-tz.�, .�. �.,.-, r R +MM� ww,r +IM►.+wi.+�. *list ,.:'as,►_./ ,K' -_1 dir CD 110 I it 4� ,�� i►� : ,,� �,� ��► , -� ,�, .� x .• 0 20.7" •r 1'ill 0 I .. ___ -� I at D lit CI All ' i 41, F.M. <I 1 No (i) / N •-, 0 z ��.-fit*. \' . ` w I 0:'‘) PROF �m ,' ► W 79 HAVE -�y o= • // 0 C, � ,' I OREGON \ .•. . �. . , c-I pl 15,2 cl \ Cilt ) \ �' ` \ �,.,% Li�� I EXPIRES: 12--31 08 / or I- 1 1 I x Robert Mazany 0 DATE 1 04/11/08 • ■ ZED i 'Zjy/,c/d(' \ . I AMERICAN SOCIETY of I RER i CONSULTING ARBORISTS•'4 wi �' Registered Consulting Arborist#133 4 CHECKED I AMR 1 + 0 IN PROJECT # I TSC18701.00 Aa 1 ; ,i SCALE.' 1"=40' W SHEET TITLE 1 TREE PLAN / 40 20 0 40 SHEET NUMBER l ' I 7 a / o 1 CO U t3`� Z Q d; co • C O RS L o as 1 co; LL w Ro CO IS sZ i co Iii 8- 0) Lo g 5 CURB Z 0. a 172. Fu d. s 0.5' CURB '' 28' PAVED WIDTH 0.5' MIN. W co o & t,t� z 28' 18' -�.. 6.0' 13 I- ..L 0.5' MIN. SIDEWALK 6.0' . 6.0' , SIDEWALK LANDSCAPE . AREA CURB AND GUTTER ' CURB AND GUTTER I (1) HMAC BASE COURSE HMAC WEARING COURSE (J) N LEVEL 2 OR 3, 3/4" LEVEL 2 OR 3, 1/2 ir OM. COMP. THKN. - 2.5" NOM. COMP. THKN. - 2.0" LJ.1 MIN LIFT THKN. - 2.0" MIN LIFT THKN. - 2.0" 0 o SLOPE VARIES SLOPE VARIES .,,�.• G _ .. . � __ . , •-co (f) Pm' 0 SUBGRADE GEOTEXILE Er AGGREGATE BASE COURSE J 1 1/2"-0 < 0 NOM. COMP. - " AGGREGATE LEVELING COURSE THKN. 10.5 3/4"-0 (COMPACTED TO 95% PER ASTM D 698) Hil 0 NOM. COMP. THKN. - 2.0" I (COMPACTED TO 95% PER ASTM D 698) LLI 0,, DURHAM ELEMENTARY ACCESS ROAD u) 2 v) STA. 4+79 .08 TO STA, 6+34. 17 N.T.S. z TO 91% OF MAXIMUM SPECIFIC GRAVITY OF THE MIX, AS DETERMINED BY ASTM D 2041. *COMPACT HMAC AC T Li �. *CONTRACTOR TO VERIFY GUTTER PAN IS BELOW EXISTING EP AS REQUIRED TO PROVIDE THE DESIGN CROSS SLOPES �... J *SUBGRADE GEOTEXTILE SHOULD CONFORM TO OSSC 00350 AND HAVE A LEVEL "B" CERTIFICATION. F- u j ,Q *A MINIMUM INITIAL AGGREGATE BASE LIFT OF 6 INCHES IS REQUIRED OVER GEOTEXTILES. *ASPHALT BINDER SHOULD BE PERFORMANCE GRADED AND CONFORM TO PG 64-22 OR BETTER. 0 .1 Z *AC SHOULD BE 1/2-INCH, DENSE HOT MIX ASPHALT CONCRETE (HMAC) ACCORDING TO OREGON STANDARD SPECIFICATIONS (2002) (OSSC) 00744 1 i < 0 cf) D 0 < E; ?!ow r < io ° ccr CC 0_ D o 6 Fun 0 Ewa 1::: 0.5' CURB ... 28' PAVED WIDTH '' 0.5' CURB 0.5' MIN. 1-\-\ 18' 18' 0.5' MIN. 00 r 5 . -SIDEWALK 6 .. CURB AND GUTTER i CURB AND GUTTER I z HMAC BASE COURSE HMAC WEARING COURSE LEVEL 2 OR 3, 3/4" LEVEL 2 OR 3, 1/2" v a OM. COMP. THKN. - 2.5" , NOM. COMP. THKN. - 2.0" MO. CO PA MIN LIFT THKN. - 2.0" MIN LIFT THKN. - 2.0" F• o 0 ,� SLOPE VARIES ! SLOPE VARIES J. w �G' --•----- -- -....- D ¢ C, r p [I O �� a.. +�� •�� aA� !w�, .. �� w� raw r • � , �. 4:�`> _...,.,,.,.,......... o CC I-- 4 c0 SUBGRADE GEOTEXILE PROF AGGREGATE BASE COURSE 0 csk9, s�f' 1 1/2"-0 .: . .-iri AGGREGATE LEVELING COURSE NOM. COMP. THKN. -- /' - 3/4"-0 (COMPACTED TO 95% PER ASTM D 698) a NOM. COMP. THKN. - 2.0" v,REGON (COMPACTED TO 95% PER ASTM D 698) "74- u�Y 15,2. � Q hDURHAM ELEMENTARY ACCESS ROAD u. -TN 12-31-08 STA. 2+82.84 TO STA, 4±37.85 I- N.T.S. DATE 1 04/11/08 *COMPACT HMAC AC TO 91% OF MAXIMUM SPECIFIC GRAVITY OF THE MIX, AS DETERMINED BY ASTM D 2041. DRAWN I RER *SUBGRADE GEOTEXTILE SHOULD CONFORM TO OSSC 00350 AND HAVE A LEVEL "B" CERTIFICATION. DESIGNED I RER *A MINIMUM INITIAL AGGREGATE BASE LIFT OF 6 INCHES IS REQUIRED OVER GEOTEXTILES. *ASPHALT BINDER SHOULD BE PERFORMANCE GRADED AND CONFORM TO PG 64-22 OR BETTER. CHECKED I AMR *ASPHALT BINDER SHOULD BE PERFORMANCE GRADED AND CONFORM TO PG 64-22 OR BETTER. PROJECT # I TSD670100 *AC SHOULD BE 1/2-INCH, DENSE HOT MIX ASPHALT CONCRETE (HMAC) ACCORDING TO OREGON STANDARD SPECIFICATIONS (2002) (OSSC) 00744 H. SHEET TITLE TYP(in ICAL SECTIONS SHEET NUMBER a 02.0 co • & © DURR/\14 ELEMENTARY g CD V N a) Z © I • 8 : , rg g aLi_ WASHINGTON COUNTY OREGON 8 OL Z EROSION CONTROL PIAN" �r V © • ,-,,, 8 I +% t z t x� suaie9--.>`,?. „r ;,..,;r,,, WNW R! !r�r. DEQ PERMIT # 0 I .14 1 ;; TH: lly V r.V.l ; ,. NARRATIVE DESCRIPTIONS . . BMP MATRIX FOR CONSTRUCTION I- REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP 0 3 EXISTING SITE CONDITIONS THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE i * COMPLIANCE WITH HT 1 MASS UTILITY STREET FINAL WET WEATHER 1 UTILITIES, OPEN SPACE E 204C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES CLEARING iii. � OR OMISSIONS, THE. 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT. 1 - MAY 31ST) 1 THIS PLAN. EROSION PREVENTION DEVELOPED CONDITIONS of% pail . - �• PRESERVE NATURAL VEGETATION X ** X X X X. X 0,0000000' ,� * 1 LOT ACCESS IMPROVEMENT WITH UTILITIES GROUND COVER X /I STANDARD EROSION CONTROL NOTES: HYDRAULIC APPLICATIONS _ T ,.0.0 .•••••'. 1 �- NATURE OF CONSTRUCTION ACTIVITY PLASTIC SHEETING CO,„,„ APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES ON ALL MATTING X CV 1.00.-°: --4111111 lomis011a Q ' it ' AND ESTIMATED TIME TABLE 1• .. - W DISTURBED AREAS AS GRADING PROGRESSES. (SCH A.S.b.11.fi.) DUST CONTROL X X X X X X * CLEARING (JUNE 1ST - JUNE 15TH) 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION TEMPORARY/ PERMANENT SEEDING X ILI -�`' '' °p * MASS. GRADING (JUNE 15TH - JUNE 30TH) OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR (SCH BUFFER ZONE , , I i * UTILITY INSTALLATION (JUNE 15TH - AUGUST 15TH) A.7.a.i.) OTHER: LIVE STAKE X IT * UTILITY INSTALLATION (JUNE 15TH - AUGUST 15TH) 3. DURING WET WEATHER PERIODS TEMPORARY STABILIZATION OF THE SITE MUST SEDIMENT CONTROL 0 FINAL STABILIZATION (AUGUST 15TH SEPTEMBER 1ST) OCCUR AT THE END OF EACH WORK DAY IF RAINFALL IS FORECAST IN THE NEXT SEDIMENT FENCE (PERIMETER) X ** X X X X X I0 24 HOURS. (SCH A.7.a.ii.) SEDIMENT FENCE (INTERIOR) LU CE TOTAL SITE AREA = 13.44 ACRES 4. ALL EROSION AND SEDIMENT CONTROLS NOT IN THE DIRECT PATH OF WORK STRAW WATTLES X X X X X SITEMAP MUST BE INSTALLED PRIOR TO ANY LAND DISTURBANCE. (SCH A.7.c.ii.) FILTER BERM W:: : 5. PRESERVE EXISTING VEGETATION AND RE-VEGETATE OPEN AREAS WHEN < F-- PRACTICABLE BEFORE AND AFTER INLET PROTECTION X X X X X X T Cif) Mr TOTAL DISTURBED AREA = 1. 9 ACRES FTER GRADING OR CONSTRUCTION (SCHA.7.c.iii.1) DEWATERING (f)NOT TO SCALE 6. ALL TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL PERMANENT SEDIMENT TRAP Q VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. OTHER SITE SOIL CLASSIFICATION: (SCH A.7.c.iii.3.) : CC 7. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON. ALL DOWN RUN OFF CONTROL CC J ML - HILLSBORO LOAM, 3 TO 7 PERCENT SLOPES GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL. TIMES DURING CONSTRUCTION ENTRANCE X ** X X .X X X W CONSTRUCTION. (SCH A.7.d.i.(1)) PIPE SLOPE DRAIN T ON-SITE SOILS HAVE A MODERATE EROSION POTENTIAL. ( ( )) ALL FILL MATERIAL SHALL BE GENERATED ON-SITE FROM GRADING 8. ALL ACTIVE CATCH BASINS MUST HAVE SEDIMENT CONTROLS INSTALLED AND OUTLET PROTECTION X X X X /' MAINTAINED AT ALL L �✓ EXCAVATION AND MATERIAL SHALL BE GENERATED ON-SITE FROM L TIMES DURING CONSTRUCTION. (SCH A.7.d.1.(2)) SURFACE ROUGHENING GRADING EXCAVATION AND UTILITY TRENCH SPOILS. 9. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM CHECK DAMS %.,./ Z 1 THE CONSTRUCTION SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL OTHER: 0 RECEIVING WATER BODIES: ON-SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMP's; SOIL MUST BE POLLUTION PREVENTION _ 0 DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. (SCH A.7.d.iii.3) PROPER SIGNAGE X X X X X X J 2 CD FANNO CREEK 10. TEMPORARY STABILIZATION OR COVERING OF SOIL STOCKPILES MUST OCCUR AT HAZ WASTE MGMT X X X X X X THE END OF EACH WORK DAY OR OTHER BMP's MUST BE IMPLEMENTED TO SPILL KIT ON-SITE X X X X X X T PERMITTEE'S SITE INSPECTOR:* MARK WOLL PREVENT TURBID DISCHARGES TO SURFACE WATERS. (SCH A.7.e.ii.2.) CONCRETE WASHOUT AREA X X X X X X cc Z 11. DEVELOP AND MAINTAIN ONSITE A WRI i I LN SPILL PREVENTION AND RESPONSE LT ...... OTHER: COMPANY/AGENCY: WRG DESIGN, INC. PROCEDURE. (SCH A.7.e.iii.3) Hi ...J I- PHONE: (503) 419-2500 12. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER - FAX: (503) 419-2600 STORAGE, APPLICATION, AND DISPOSAL. (SCH A.7.e.iii.(2)) ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. Z w LLI °��` 6 Ross RD.J Ili w > - E-MAIL: MARK.WOLL®WRGDESIGN.COM 13. THE PERMITTEE MUST PROPERLY PREVENT AND MANAGE HAZARDOUS WASTE, -I Z > > USED OILS, CONTAMINATED SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID 0< Q GENT Q _ WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING < 0 0 G BRAEBL RN LN < LOBI LN. z aOp - CONSTRUCTION. (SCH A.7.e.i.1 AND SCH A.7.e.iii.4) KENTON ° 0 Lh. s INSPECTION FREQUENCY: 14. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVE THE SITE MUST BE CLEANED Ill ti LLFLOWER sr. Np o� o I - UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR E az = O • _ • gg NE PER WEEK ON ACTIVE SITES. RATIONALE STATEMENT z tPPENLN. �. PROPERLY DISPOSED, THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES BMP OPTIONS BASED 0 .� 1=- ASHFORD ST. ti _ • E EVERY TWO WEEKS ON INACTIVE SITES. AND PREVENTED FROM CAUSING A REOCCURRENCE OF THE DISCHARGED WITHIN ( ) T 1 0 to >HFORST. = D ; .i' • WITHIN 24 HRS. OF A 0.5 RAIN EVENT. THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE ON DEQ s GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND .. 3REENING r' 3' 1`x-• DAILY WHEN STORMWATER RUNOFF IS OCCURING. PEROO A ' � ;, _, E. S11)). TE RMED CCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMP s WERE NOT CHOSEN BECAUSE � Q°C� . - - _ THEY DET RMINED T NOT F T HAMLET - TIME FRAME. SCH A.7.f.1.1 WERE E 0 EF EC IVELY. MANAGE EROSION PREVENTION AND SEDIMENT ST. co HOLD APRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL 15. SEDIMENT ( ) CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS INCLUDING SOIL C CX >co PROJECT EN MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE w s > THAT INCLUDES THE EC INSPECTOR. ALL. INSPECTIONS MUST BE WAYS, OR WATERBODIES. DRY SWEEPING MUST BE USED TO CLEAN UP RELEASED CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED .� Q > Q !n= C MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT REQUIREMENTS. 0 0 Q, HURCHI w SEDIMENTS. (SCH A.7.f.1.2) CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC .,�.. _ �� I AVONST• �s-PLN I© � �'. 1 fi. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION PLAN, AN ACTION PLAN WILL BE SUBMITTED. JJ L_._ �ti I:; F- �' BON ST. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH MUST FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES i�- LP °0 �- '� DEQ S 1200. C PERMIT REQUIREMENTS. INITIAL v i-- FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE }, RD. < I 0 DURHAM CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO FERTILIZERS SHOULD BE USED AND CARE SHOULD BE TAKEN IN THE. m �' APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. (SCH --�•/r DEQ IN THE FORM OF AN ACTION PLAN. . DURHAM ' 14, A.7.f.1.3.) ELEM.TIGARD LLI SCHOOL 17. SEDIMENT MUST BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT HAS HIGH SCHOOL SCHOOL ,`�O "P'4'1/0 < SEWAGE l REACHED A HEIGHT OF i THE HEIGHT OF THE FENCE ABOVE THE GROUND, AND Fanno . \ BEFORE FENCE REMOVAL. (SCH A.7.f.ii.1.) TREATMENT 18. SEDIMENT MUST BE REMOVED FROM BEHIND BIO BAGS AND OTHER BARRIERS TIGARD PLANT ¢• oG WHEN IT HAS REACHED A HEIGHT OF TWO (2) INCHES AND BEFORE BMP �ti .. C ) LOCAL AGENCY-SPECIFIC EROSION ---1 OWire) s��c , REMOVAL. (SCH A.7.f.ii.2.) �� 19. CLEANING OF TRAPPED CATCH BASINS MUST OCCUR WHEN THE SEDIMENT CONTROL NOTES: z .. ‘... , RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY (50) PERCENT, AND AT 0 0. COMPLETION OF PROJECT. (SCH A.7.f.ii.3.) 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION .--. 20. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN T i �`,�5 DURHAM MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS ACCORDANCE WITH LOCAL, STATE, E RETE TIO CA S BEEN REDUCED BY AND FEDERAL REGULATIONS g� A\ AFTON ` 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES THE BOUNDARIES OF THE CLEARING LIMITS o 't• o\ FIFTY (50) PERCENT, AND AT COMPLETION OF PROJECT. (SCH A.7.f•ii.3&4) VEGETATED BUFFERS AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL ' 21. DEQ MUST APPROVE OF ANY TREATMENT SYSTEM AND OPERATIONAL PLAN THAT LL BE CLEARLY DELINEATED IN THE FIELD 0 MAY BE NECESSARY TO TREAT CONTAMINATED CONSTRUCTION DEWATERING OR FIELD. DURING THE CONSTRUCTION PERIOD, NO lli �,- SEDIMENT AND TURBIDITY IN STORMWATER RUNOFF. (SCH A.7.f.iii.) DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST ""1 VICINITY MAP MAINTRITRWT AIN THE/` 22. OR MORE, TH ORANGE CONSTRUCTION FENCE OR APPROVED Cr T THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A EQUAL. NOT TO SCALE HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD. (SCH A.8.0.) 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES THE ' E BMP s THAT MUST BE INSTALLED ARE F-- <I 23. SHOULD CONSTRUCTION ACTIVITIES CEASE FOR FIFTEEN (15) DAYS OR MORE ON A GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET ANY SIGNIFICANT PORTION OF A CONSTRUCTION SITE, TEMPORARY STABILIZATION PROTECTION. THESE BMP's MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. IS REQUIRED FOR THAT PORTION OF THE SITE WITH STRAW, COMPOST, OR OTHER 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT 1,. TACKIFIED COVERING THAT WILL PREVENT SOIL OR WIND EROSION UNTIL WORK SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED PROF EROSION -I- SEDIMENT CONTROL. PLANS INDEX - RESUMES ON THAT PORTION OF THE SITE. (SCH A.8.b.) ON THE PLANS. cc ' �Sf G I N£ - .f, 5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN ( '� �N r,y, C30 EROSION CONTROL COVER SHEET INFORMATION UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP v `'k. r •041• PLAN WASHINGTON COUNTY, OR i.e. FILTER BAG). � :r C3.1 PRE GRADING EROSION CONTROL 6. THE(ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES �. N CONTROL MAP 2S 1 W 13gA ORES SHOWN ON THE PLAN MUST BE •REGON „, C3.2 FINISH GRADING AND EROSIO CO INSTALLED PROPERLY TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES TAX LOT: 200, 300, 401, 500 NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPER-TIES T -74,'i, Y 15,2� O� C3.3 EROSION CONTROL DETAILS LATITUDE: 45'24'12.6" LONGITUDE: -122'45''31.9" 7. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR '90/Vy N!•� ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES L�.. SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND EXPIRES: 12-31-08 FEDERAL EROSION CONTROL REGULATIONS. CHANGES TO THE APPROVED ESC PLAN MUST " BE SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEQ PER THE 1200 C PERMIT. 8. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP's MUST BE USED WHICH MAY T DATE I04/1V08 PROJECT TEAM INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR Z DRAWN I RER OTHER APPROVED MEASURES. DESIGNED I RER 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. OWNER ARCHITECT CIVIL ENGINEER SURVEYOR CHECKED I AMR Tigard Tualatin School District 23J WRG Design, Inc WRG Design, Inc . WRG Design, Inc DATUM ATTENTION EXCAVATORS: PROJECT ETITLE # (TSDg70100 g g S E® 6960 SW Sandburg Road 5415 SW Westgate Drive, Suite 100 5415 SW Westgate Drive, Suite 100 5415 SW Westgate Drive, Suite 100 ELEVATION DATUM: NGVD 1929 SHEET TITLE g g 9 g BENCHMARK: 2" BRASS DISK OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY Iii Tigard, Oregon 97223 Portland, Oregon 97221 Portland, Oregon 97221 Portland, Oregon 97221 LOCATION: CL MON BOX DURHAM & 85TH AVE. NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 EC COVER SHEET 503 431-4000 503 419-2500 (503)419-2500 (503)419-2500 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE SHEET NUMBER (503)) ( ) ELEVATION: 179.155 FEET CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE (503) 419-2600 fax (503)419-2600 fax (503)419-2600 fax CITY OF TIGARD BM#66 WASHINGTON COUNTY BM 178 RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST (503) 431-4047 fax # Contact: Rob Saxton Contact: Mike Andrews, RLA Contact: Tony Roos, PE Contact: Samantha Bianco, PLS TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. ...® C3.0 co & (:) g V tG tg ,< w I. - , ', PRE—CONSTRUCTION NOTES: z ® • 0 41 I ~r"a 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT ... = I CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN ® CO 4 �— . ` PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR d- LL , .. TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. l = 2. SEDIMENT SEDIMENT FENCE, e I!k ► I` -f— BARRIERS APPROVED FOR USE INCLUDE Z .�. • ! BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE "' *" MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS. o — — • — OH W _" _' — --- -- X '� r t • Q © SD _« "%% ` •` I s t _ x, 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, _ g /` `44°6".. S « '� ffi_ =�t WETLANDS AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY °! N — �!'' �� " ��,"� � ��w" � �°� / $f "w-4 DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK cn Q linalraingatigisp" �'°� `' —' G """' L FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE I br, •1.".7 I .� _ = �"—" AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE a•'� DURHAM # � - CONSTRUCTION BARRIER. W 'I __ C) .._...±___ g Mw - A �� ®'`� _ -� °� �° ~� - 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE a E" 0 ._. . .._. . a� _' �? ��° — — EXISTING G f L e 0 �.. w _ _- - "" -==. �A BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF I Fk rw" os r o" .. —R a0nya '� r�gr. 24.0' ��r 6,4 `�' — ��"" �� THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED e, GUTTER ! rr ...W,. .... op..q''p- _. ._ ._�,. .,.n.,v......:.�......,_,„d...,,...,,.. ,,,,, ,w fir,.+^"`°° — dooA wwb°a:Mr ,� __ ____w �� .� �� _ mr TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO a QI :at .i.s • d ..a a ;-L�, °. •a .." .: �. ., �''' 4 - o .-�ti "' 0.0 rrp... r „m- w `w b 8 � T SIDEWALK PAVED AREAS ARE KEPT CLEAN FOR THE DURATION K 4 • ° i.s � a. ; ef,• r.. .. s » .�t • +F E r_, rte%, .,,_. VE KE ,iw� ° � . . : � W _. .� " • ter' OF THE PROJECT. 1wfMkrl IItr31i„•F «.. r" . 'eJ VLJ no : R Sri ; «,�w .««^'"' ..... y�� .ssw,wa.:.u.o- .i;7 tlt C '" d d_ a. -�Q r"`..j� ` .�,�,� a�"° S '>°Oer.'"• .' ..`_„ S. r V �O O �� 1 4;Jli� e' Orgr:O BO w r«.aaw www...aw«..«m«. - .s A .,• >i'/a .... .'1�. "'�' �YY► _ r, ,«fir .�° '�,44...i.'_ O �� O °,0'1) ra,n.+e :A4 {- ."�w. w«w wa.w.ww«Bew.nm,w«..ww.wwn.wwwe w � �Kr` .t.q. at.• e • ..,• a•`, _: , •, a �. .�f��,`... ..1�.��,�+i.'.i��.w�•.r�wiww� a,y"o S M. �. �� :. _ �. :. I - f 5 RUN—ON AND RUN--OFF CONTROLS SHALL BE IN PLACE AND 10 �! ....., ,. ...;•,,-�,..,:.°.� ii`,,�"�� ?,"'� : i _i_—'_www � " "' rdwt _ Ei d .«<.«, «w«,...+•«ww.e --„.'."..,.`.."” 'rr, ,1�. 8g S., ..rr� ter.. r� � f �- � (— � - .+«. � •� .nw«.e.ewmwrww xeaew. .. ...w...• .�, .• . � • �° � -y�► _�� FUNCTIONING PRIOR TO BEGNNING SUBSTANTIAL CONSTRUCTION„w,.«,.,. i �! 'u"=.---�:.,,.M"1w.. ��I�•`"”' .e,• ° rm,.,al - - - q " ..... ... �, �. �� , W � a: ,,. ,► -- ACTIVITIES. RUN—ON AND RUN—OFF CONTROL MEASURES INCLUDE: Ce) ,I ~- -- r --- — °� SLOPE DRAINS (WITH OUTLET PROTECTION) CHECK DAMS, SURFACE sow i o ° & - - A ' i4 �6 arm p .ed �y,.� 9: _. ys,.:. ww:...d" w�"�, (I)�yg rwna _ '. 'k, f j o°r " i0 .... .« Hasa .> i �'�'k #�° ,, A� wpn � 4w"-eM4ww« °�" �� , wrw i�— �. ROUGHENING, AND BANK STABILIZATION. AN +► s ®°® €. ..._.`” _""` rd '' rror' SOCCER.- ��®wrwr""' rrwrw ...�°`�"�° x °�«�"4"- rr ®�._ q�•rt�@ q"tal y ' # N„,,, �r ® rw rw m�. a•k ��,t -- a•+w'w s 4_ AI,`!1sF"✓"� �" .�.g e'' _ 8 1140 GOAL/POS`T r=rwr "°""I �; I�rr®/ =rrr�= f, « ,�0 �PROPOSED SAW i � ,� , t �p� r- ��.� � .' "��" ..,..,\ EROSION CONTROL DISCLAIMER F er"•/` w,04" aprr - ' ° f ....,,„M„.w.�..,,.,.-... wrw r g wy rw ,aw,."•y w (...) « - ,4 w wrw 4 , °w voN• r•,<> .. _ _ 1 Ni p i THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME iv 4,0 - a ; - < ilia r tr d I'x< t 1,497" - .... _ .ww+c-,�s,. ff ft » » �e ,, 4 k4 "ffi� q �r �w DRY WEATHER" CONSTRUCTION. "WET WEATHER _ y �(',Al a i ' s (` ""ate.. .ka;..�a'�,,,., y*D 8 - .' ` t der "re= wraw w+�A°b 71'1. A ar Cr ' 0 CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN " ` _# EMERGENCY ACCE SOCCER rr'+ POTIENTIAL��°SWALE �, e$g,. �r / rr� , ®` -...- w ( ../ ' . •• OCTOBER 1ST AND MAY 31ST. Hil t * GOAL POST r �" i } ' f . 8 t j _ CONSTRUCTION NOTES H >ma 111111111111142 DURHAM CENTER ' t ,,,�t rr W { t r®° corer «® tf t , \ °°F�AISED LANDSCAPE ' Z CD j ( INSTALL GRAVEL CONSTRUCT! ON NTR NC 1 111 r. ;�,.,, • , �r.. I ,r / / ISLA:04)Diiiiisitict:4 k SEE SHEET C3.3 FOR DETAIL 0 CC SMANI 1 SIR , �: a'" _- .: 8 " ! a = ` S ` Pie s'N4�` �` �. INSTALL CONCRETE TRUCK WASH OUT 0 < 0 11.7..a.."1 0 �• A' a•,Z' . $ T 4P $ ey."K�fiM MI 4 :::;:i3::::;;":s: .war. _ ,. �t. ,,+ ,, a NANO +"» • ,.�; � • EE DETAIL SHEET C3.3 � � CO 0 F'�r�i+�,��r"►.r��'r!�. .�.- _ - �.. rrri i� r r rr•.•' � �r�.,I�,+�!►��c� ;t �S�,,�Il€�`..... ,.. ... .. ,tf 1 d a"- i JEL►NC-� PORT-A-POTTY, rr$ �e , : F x <i40.,s v r a d t ®o`' >r;IMF'd" .r.,�++' �� .. r, ,��rt. E -. aura soclo wasrE AREA •R � . co Z I� �s, f1 #ly. I; ..../I t »` ril!" rlllYt '` 3 INSTALL WATTLES_ TlOO SQ F7• rrr r � /2//1/ SEE DETA 0 �1 !! 'OFF J g rr R ilr AsPa*i;r r , e /"" xi Al� . „ : er ,. IL SHEET ail (.....) STAIRS r —�r-- ; + 7 s rro �. �, .,� ► '�`ir� „ ---� ..�... L.t\.✓ '>..A iwr''t.�r T..,+}.a' .,.-... .. t v* . .1 iP { ..- ... .. .. r- El .f•v' >„y: a,./ ,w• M t,p w.t�y*1.M^;VW t =111111-111111,-_,,„1-111111=11;III-11;III---1,111i= r + +4 r ,ys .- w. - O .. j e{ ,�1 f� ...... ,6 Vii' p� •� �.j�, ''�?' ' +�i. CO t] a >�^`� = r'`rr "► *t'''om,k id' ; C 1/re! ] r ilk }IM i a. 0 2 rr-twmwno ».._. I - - l # Ili r wwr"rw i) - i!r � .. �s My -.-.. ''�` • r ► BENCHMARK. i ...._..�... _.. _.__ g BRAISED LANDSCAPE ,a .,„_,.,,._,..,.w.^... ,o................ ,,.., r' k 6 ( .x. 4 I I awrowo 1,! eer ,s¢" i/ _...._. '' t t a �' = STCC PILE AREA j ®a°® �/ ISLAND i��'�' ELEVATION DATUM: NGVD 1929 I & # " �i o III r Ir� $ : �'®� (2200 SF) =e'r RAISED LANDSCAPE `) BENCHMARK: 2" BRASS DISK LU .1 4.17; I �/ a ! / 4.II . / I l ° 1® 0 0 • ' LOCATION: CL MON BOX DURHAM & 85TH AVE. $ d t )' 1:_ ". ISLAND _. _ ,w". _ , "� i r"° Ire " ELEVATION. 179.155 FEET # i " t III _1.I g rep e a = �._� : � EXSITING CITY OF TIGARD BM#66/ I I q " 4# _ dam < 0 oloili BUILDING WASHINGTON COUNTY BM#178 q a _ # , 041111 _ 111— d no •/rte-- PLAY GROUND s .40 ___i�u� �rnw 'I Ow_ i +=3113if t aP >a,�,. «„«.w..m ww«.»®._„„_« m.4 # �+ ®« � EQUIPMENT f I I �' 4 a ,� :” :,t ;apt 4 LECENC . m4w ww _m II� .r I ` WO : r' /` RAIS=ED LANDSCAPE S �I — < Cr °° * _ I ISLANDS — PROJECT BOUNDARY LINE I k I 9. i = r ''s r -- -- PROPOSED R.Q.W. LOT LINE t ®bre D t '” F :170.g$ - � g , Ides 1 _ / ; -1 _w'_w_..w_. ''221--w_--_-_� EXISTING 1' CONTOUR 0 CC CC 0 k r # SV 8 �i RAISEDo LANDSCAPE 2 0 — EXISTING 5' CONTOUR -CGNG RAMP # k a i X A t ,_`�b° j® _ - .lid. a, .A g d °w ISLAN a '`! r , f < OC , E�CISTING FIRE _ 4° D ` 221 -- PROPOSED 1 CONTOUR __ HYDRANT 1 I I _ ®�•"® /� / /lam////�'/////////1/,�'//r//�i .�:. $ `C?` , ' , �~«� / `°f a 220 — PROPOSED 5' CONTOUR• ►�/ �-j � 8 8 t ,�► °' , � °-,°w ��► ' a X -- EROSION CONTROL: SILT FENCE 41 , 111111111111111 (4401 C)... a F. ........ a r °' _ I k N�R ""` w LAS]Q . 7-\\ `«' "` i � �- '" f' RAISED IS�ND'� \ f 1 r� XX EROSION CONTROL. CONSTRUCTION FENCE , '_ , r r.f#4,40- 04%�p $.,, r r; e =t O �# — PROPERTY LINE m.,, i IV k,-• • ` y ` , -Mpg J..., .s ti. >{` If fit• r .. ¢` B 110, r � �� « CENTERLINE ,...,,,,,,441,47.64,0*te i $ v.— 1 raip, 4 : 1 IS 17.. '''''."\N t ,1/4,../al� � IPA aa --� � DITCH Alp 11 1 I {.##.' i i W.' ....4 , `itlitael:40. t., .,. ..' '''''inco 1 0111'..e. 94., IV.i (1 ‹? : y EDGE OF PAVEMENT [ y �,s' q fi n— «.enwnmro0.�>wx>,p.,,•wm.s.«..«.>wwwee� t / y '�` q *�..w,} sue.' ,i `.� , ,.,' 1 l!' - ""b w w. wr 1 1 fi� . . RD > z 1 4 : ,c.,) k # � t , PROPOSED EROSION CONTROL. �-r � " fir► r n RD RD -N : ► 1,- '` ' { ' _o I, ,; �„ RAISED I : i w------ w.- I.:: '�► INLET PROTECTION TYPE 5, ► :.. F � �- v,t,, LA Dw 1` 8 ! � t 8 ® P b vs4a �,- —III BIO BAGS '`� p t t 1k«ww"� .�� •f ., _,,, , ;...,..i��7 GP� `'' .. \\•..• #J . ( i � � a ENsuR, °N0 t ��_ + - , 7.. , w°"° — EXISTING DELINEATED WETLAND z 0 . .`a �»4-.. : s a !lit �''� 4 iy a t{ — k " �- ,�►� g EXISTING WETLAND BUFFER o- a. •v ' i : / , . % �, �, _ # .• — PROPOSED CURB , q E k i 0 0` t I .'_ ww w. fir. . w - t PROPOSED RETAINING WALL ts a�x'rn«'w nw.neam ewnre w•, y ,$ - ffi p 8 F V`. d 8 'pep�y `^.«'°'^,,.+.„,,,,,,.. .....aw4 °M40.. `a" o„., ®O¢ 4 $~«...a»ww - - R t �,,,k •..,a....."„ u, y �*.. .. .::,:.:....-^'�^""°„ ,-�e . m°'w d ° s • t� nw+u.ow - - ( t i ' /ate., ` ° ' rpr °° DRAINAGE FLOW DIRECTION 0 �� '� - - � � � §$ �4 � � +ao.`6�°da«a.xmx"uoW.m..»ws�xewo �� re.wen we<aamas w.aeammw.nwssa w a^«ua rr r®®ee ®. <'4� 1 , $ id a,wwnsnne>wen.amrww• ap.wn e®w�--- e# g i' "b anwn�«wn« r��n�°w p� �j�{JjJ x °� — PROPOSED EROSION CONTROL: =C $ «,rr ►! �' R s WATTLE fr 8 I 0!'' I i t N ( f' # , t 4 t , A f.m.F. i` t Y o i § e € 117– »wya e e t t t i } t t y i i 1 d it # = t t t �. EXISTING DURHAM t N. q CD , , ii riocit t ELEMENTARY ;�{�! 4 x "I ti‘ ; # �w I k y g a g GEN 'RAL NOTE F •t 1 I i ' : 1 I �t 1 4 I 4 k t i 11 I a a s= $ a; LONG TERM STOCKPILING IS NOT ALLOWED ON—SITE y X ;h; i ; t t I .{\��'F,D PROTF.q# t g i# i # q i Y Af lb _ # _ _ #_ > k ' MATERIAL STAGING, EMPLOYEE PARKING, OR EQUIPMENT ��G NE , 41 I t a I i l i r ..A# f STORAGE IS NOT ALLOWED ON THE PUBLIC ROW (DURHAM RD ,, rQ� � _ye: 1-- I if�� I : i _ & 79TH ST) OR ON THE ADJACENT COMMERCIAL PROPERTY :• / # ti • t t l f i 1(GREGON i f k # 8 j[9 8 y a t X im I : t ii t t �^«.k # ,, II t t LI. NYwa. I !: g t I a EXPIRES: 12-31-08 i X t# , t s' t t I i I k 3$ } i k ,�*e� DATE EXPIRES: g k# i # y I 8t 115 ; # / i: ! ! ' i I i ` X DRAWN I RER R $t $$ 1 I I t DESIGNED I RER $ _ + : I SCALE 1=30' I CHECKED I AMR I ( PROJECT # I TSD6701.00 I I t # k s a o I 1 I o Jo 15 0 30 SHEET TITLE k i 0 At x I !Ji I / ' 0 I 1 1 i PRE E.C. PLAN # r I l I I I # IU1! rfr°�°N SHEET NUMBER � jJ4 s F ill S o r �a.►. p wy ..'�„ �t1"_ e C31 co 0 /22! 0) N ,. iiii :g ta8� GRADING G NOTE co Ili / \ Ts 0 'y %, ALL DISTURBED SOIL NOT COVERED BY COMPACTION REQUIREMENTS c Lo 4 ' FOR PAVEMENT, CONCRETE, UTILITIES, BUILDING OR LANDSCAPE > m� TO BE SUBGRADED COMPACTED AND FILLS COMPACTED TO 95% o° _ I 4111k �_ OPTIMUM PER MODIFIED PROCTOR. C) i , f CONSTRUCTIONNOTES o d. �. — — — — — — �` -- -- -- — M P` g INSTALL INLET PROTECTION AS SHOWN (1) — ., , ' 0 -- — ._ — ....... (� —SD —SD f; f, SEE DETAIL SHEET C3.3 _ 'o ----------._._ -- ,,, /_ _ , `"..� ~`'x.10 ..» ' �$ �t / g .w CD N Z AM �7r► e"Krapppr-✓ '� •• H MI '++."•"""�r�jw\ \ft,,�'��eaw�msee�.ro#° lfdd ��.��»�'D4p«, NO r �' �...a 2 RESEED DISTURBED SOIL IMMEDIATELY AFTER a) � 1 ° G . ..n _ — \ — REGRADING DITCH „ M tea ' t • • • 4 .� W a) — s - INSTALL SEDIMENT FENCE �? Z R _ 3 a _ _ v _ ♦t °� © _ 1 ffi� _ � e SEE DETAIL SHEET C3.3 p �. d d if e o- - °# ♦yam ♦� I n dd d o°®° w, ® dye "� « IT INSTALL GRAVEL CONSTRUCTION ENTRANCE y d «« " « ""«""� SEE SHEET C3.3 FOR DETAIL a $ Y. v, rVr m♦ sa° w�. "d mgr +_ $ � � �'� : . k _ — ♦. ,� d d INSTALL CONCRETE TRUCK WASH OUT• ♦d i ' 1 ,.,a w� ib ,'s•,. r,,, Jt__p ' ._ �....,. �� ........... ~ SS N a"� _".,b..^..:.+...,...... 5`!-J VV »'a` .R ..,. �...�w ! „ ,�► �, •�. _� SEE DETAIL SHEET G3.3 t a • =mil 00 mall)cri f� .. ,� �.a»_»,»«.>»w_w. .': ,a sr; '°a.'' • 2 a: ~,8y .c s. .. r, - ._ y ,s_.__ m� � eid°!) #.. ..., +..wfRi '• _, a,' w • •4 • a -�._"' •a. �'^.._ s°♦. «.," a.I i ¢ .q; ' � x 6" r, ... SEE DET_ __:_ ç ' ,. AIL SHEET C3 3; �"'� � .. • a $ � Y yd `w... '� ---'^......�a s...... 4,,, .t ! • "" ^...,.^'''''-'-;' ,;---1"—';..aL,.._-.-.,. • � � ,a n:,�**�••fy � rsy�a E d .' d �� ».d♦ r ;t , "`^.. k � X � � X y �./.8 - roa'° "d� w 'r!r O�,.�J t�� .»....,,, _ ,� 1� •+.�w F-- LEGEND a� � , t J dy ®e « .r" X X .' "��.7 ��,, t «�,�+n �,° , � ,WMi ` +. ;;� * a "ga I �,�. & _ ,fg P ®+'d° *�p,x~~ $a ♦� X j� ,s®d yr:. - « 6n,'•^1'«•♦ y rr ��" En g 1 s d ._ r ' .� �� ««♦ �q p"�" «. '..p PROJECT BOUNDARY LINE riPal k 'r,......__.. ,k, °.. 0 ..a._,. .,...�.� 04 / d,«y«� ' f° �;0m,w any a�+aa`w Fv� �Id* a¢ ay «"" © � � ' $` � �d�. #,...,... " "- a,► — — -- PROPOSED R.Q.W./ L01 LINE 0 0�`. ♦r �" ®,� "" _ -.,� "° �► . ill----122:10------1171 EXISTING 1' CONTOUR '•"°��,, .. i D . ;, ♦♦d"«.° m♦d�,_ #f ♦df "« — 5' CONTOUR d r � EXISTING 40..` E g d�♦dyd f,dd♦ �; ��° 221 -» PROPOSED 1' CONTOUR < F"." s 0 s tOk- f ti .�"♦fi d .$®° _,_ $ ¢'d 24 — PROPOSED 5' CONTOUR Z 00 '. _0440. a �� "°. 9if$\'' g' a �° �0- ♦♦w _"mss d i ! DURHAM CENTER _ ,/' «♦y♦ ♦d°° ;11~ .,,�� ° ,. X — EROSION CONTROL: SILT FENCE �"`�1 , /Y f k ° XX EROSION CONTROL CONSTRUCTION FENCE r ,fri„ . ,,,,,fr, � , = .��♦ 8 "¢ illts1 PROPERTY LINE 4. ICID Cr 0 : i k «� CENTERLINE ♦ d ��. :��.�..�!:,.�`" . w � DITCH OE HINII 0 i% - � . dd ? # � JEU ■ Y7./�A • 1/ R'd° g'r �;u �J' � ,. ..... .. ..f ! are ri+wx�.:'f iiiii., ! ,ra ... .; �"►' h;,, [, — EDGE OF PAVEMENT Z I . #�;�►. x'ti 8 AND SOLID WASTE AREA d . . ifiS .i * «►' .ii 1► T i�l,��: :' ::ry� #s^' d"` r® .r ��`�.y � �'# � `/r,��.�!,v�r �,r�x^k�i�, , d .-� 1t to► 1T00 SO FT a � ► `rte , � X t� — PROPOSED EROSION CONTROL*s�t " f#,. f, , -.! # y♦`° ° • • • ' . ":i` t i�tt- i„ . i ,. ♦♦o �. .: ! �•� �` t INLET PROTECTION TYPE 5 a Ual 0 STARS --Tic—�,.,� _ _. k r � k .♦° dy a" "A* +.�rjK4 r x i 0 �S !L a alit,I ° °d •' ATE 'r' IW'. �k a,° :'r,B B —„ii,,— „,i,i „ i,� .,; _ . r», ..,, z., — PROPOSED EROSION CONTROL: BIO BAGS fi ° f °"♦ = .�. . . • : .� -- EXISTING DELINEATED WETLAND ¢ y� ! ♦mad a� ;I ♦,4 �r da✓ l'rJIN iir t 9 '"'" , — EXISTING WETLAND BUFFER L.�$ ! $d ,€ a 1111111' : S J VV� PEE AR�� I! A O 6 + M/R�.,4„I a..ji Fli.” 3 0 a �! ♦ g -- PROPOSED CURB '. a r , w _.m , ►I$=1,1 ,d ,y r t PROPOSED RETAINING WALL k g ♦ ! �, :"_ _ ... .• ' y ,,. .: EXSITING } DRAINAGE FLOW DIRECTION y Z ILDING — CONTROL: <cl 2 ictinj 0 F � cio �i I ��11j1 « ”" y X T_____ PROSED EROSION CONTR'� CIS +� �I III. 1 1\ m«».,_« _»».A__ „� x;4 - WATTLE x f f $ - . all OE Flim IW D C a a x 4 I w: i rY_ . ' f � 111,'' BENCHMARK: 0 < ____ 1 Gn : Y V ' 3 °s -62 ' w a :•' / ' !\/�dam"'_"..'..• L `1 � T • 6 4 S 01111111111411100* A d I•'0141 ¢ �� r s ! X�C fd �� ': ELEVATION DATUM: NGVD 1929 ..vim. .. a4 X �$ fp 's9 i fyd � ��, �� ''j��,► . BENCHMARK: 2" BRASS DISK COIVC RAMP \ r $! �,� t. LOCATION. CL MON BOX DURHAM & 85TH AVE. W < cr #; j�s ! *,&,,0',a A \ .`• g` �,�r •..,; # 8 SLda .:; _` _' �' 14,„,*, - 9.15 ■.oi _» �) ELEVATIO 17 5 FEET 0 1�. : . 1 * F� CITY OF TIGARD BM#66 ....... OF_ f �- ! f ! U g s ° „_,. \mo: j;o W Z D 0 ASHINGTON COUNTY BM 178 �♦♦♦ ' � y,,wr•., x� `, \\,,,,,/ F f 8 r * .."1:7 axo^tea �°",� ,,o. �.� - •3 ilbk 41104. 4 t IP LONG TERM STOCKPILING IS NOT ALLOWED ON—SITE -:\--\ R # fit, k ,+ , ��....,...,,.....4etaik,,,i Øfrr � �► �, ! ��" MATERIAL STAGING, EMPLOYEE PARKING, OR EQUIPMENT ,.r . _ ovt ..--- ----._.._ i , ;,�„ ,# . _ � �_��'''j�I,�! �� STORAGE IS NOT ALLOWED ON THE PUBLIC ROW (DURHAM RD f� a � °.«♦« +°kf k �T y ( °_ 4 milt t/7 R,.` fig, �•, "-.t '��' - ds i F S.✓0- , !a 1. ' } & 79TH ST) OR ON THE ADJACENT COMMERCIAL PROPERTY F 0 100 v-- 1 ii vtl ♦ ♦° 1 i RD ¢ RD r4 x !'474:411: C1a� f ( )£J� yf .1, g = �"".» �e''Ime....., -Vill ide i ., $ L a 1 pp f , »,. ;. II „, ,.., ,„ ' ) .1 ) I *fir f _'....^^x+ne VA i '... ...01._\v,t,, 1.,,,,4e a e s .4 0 »»w CI a$± *mac a ; $ { :."C'ii. �,.. i "�'4 § Z ��,• 0 .,,,,,,.,.................,-.,,.....R•.. .... ...,_....,.,....,.,..,...,... sa ,'.."a'A..,,...,,,....,.o.,., •` a ww' ----a"”` d a ,,w.'. air .0*. ,,,„,, , _ , CD LU i� ,dd , d w� : I I .s %glia" $p " er ",^ ,° & e ' ° / $ g i---«« w 7 . ' 0 d } !If a'' w ° 'e -N-154 `°`d® w M , R g $� ! V.; a % D wig. t . :'f' ! k ' 904 40 k . b II s CI cr . to i Fa" EXISTING DURHAM e B �_ .10'414 ! _ !f . ! 'ELEMENTARY ! ill' I i' k S i k z k ,, i oar. f i• €1 e i i I! f c:: \‘''S° PROF 4 . _10__9»arwer rw»x�� w ! _ ii i *A s! f 1 !t f ' 0 4 Fs�4. ,t‘G I 1\14-4, 4 I fl I 41 / # s, ' a a j :.. 4 f ' r f a a OREGON 0 9� ZS5O& I Cr ! iri1h ! �' iii LL f f ill f k f ' It I I I @' I I = f ! I f EXPIRES: 12-31-08 f , e m g# ¢ f i 8 E liiiiiiii). 0 I I Fga k ae'° a e ! r , # DATE 104/11/08 IU_, Hv I f '& ! : 1 I i I , DRAWN I RER s I i� I I, . I 4 I RER e 3 t DESIGNED I! E I SCALE.• 1�=30' CHECKED I AMR II Iis i !i I f ! k '�I PROJECT # I TSD6701A0 fa I I i / SHEET TITLE g s g I f • t II I FINISH E.C. PLAN I I 0 ', f a . w SHEET I NUMBER 4 I gr a I f j ' f dr „ y t CD a " _ :' : ::r a a 2 Cri C3 EROSION CONTROL NOTES Ilir & 8 g SEDIMENT FENCES 'AA41474, � � 2 cr 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT 10. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH / Y:::.,. () z CONSTITUTE WET WEATHER EROSION CONTROL O M UTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, 1. THE WET WEATHER CONSTRUCTION SEASON IS BETWEEN OCTOBER 15th AND APRIL 30TH. THE 74 i CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 . ki: : ... cv ETC.) INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. ; CONTRACTOR SHALL FOLLOW THE GUIDELINES FOR WET WEATHER CONSTRUCTION AS OUTLINED' BY THE CITY OF TIGARD. 0.. ta,_ s 2, THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, 11. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE ;,.,„,.,:,-;.3.,.,., .: c MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND %r; . SPECIFIC WET WEATHER EROSION CONTROL MEASURES o RESPONSIBILITY OF THE APPLICANT CONTRACTOR UNTIL ALL CONSTRUCTION IS DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 18 INCHES, zM / ~r:�,V:',-x',';-:\.:::',.t,,..... 1. GROUND SURFACES EXPOSED DURING THE WET SEASON SHALL HAVE TEMPORARY GRASS COVER a; Z 2, COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. PLAN : :: MEASURES FULLY ESTABLISHED BY OCTOBER 15, OR OTHER COVER MEASURES WILL HAVE TO BE 12. THE STANDARD STRENGTH FILTER FABRIC SHALL BE FASTENED SECURELY TO STITCHED y.}'4;;,,,,�.,..'f' r `` IMPLEMENTED UNTIL ADEQUATE GRASS COVERAGE IS ACHIEVED. TO ESTABLISH AN ADEQUATE 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY LOOPS INSTALLED ON THE UPSLOPE SIDE OF THE POSTS, AND 6 INCHES OF THE FABRIC .,;_'.;.:,;:."°` ' `` t.w.' GRASS STAND FOR CONTROLLING EROSION BY OCTOBER 15, IT IS RECOMMENDED THAT SEEDING a� FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, SHALT BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN "�` - _ o AND MULCHING OCCUR BY SEPTEMBER 1. NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE 30 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE , _l-- N z FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION STAPLED TO THE EXISTING TREES. t =:.:-F) 2. HYDROMULCH SHALL BE APPLIED WITH GRASS SEED AT A RATE OF 2000 LB./ACRE. ON SLOPES CO cp vi 1 OF CONSTRUCTION. � . STEEPER THAN 10 PERCENT, HYDROSEED AND MULCH SHALL BE APPLIED WITH A BONDING AGENT • 13. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL (BONDER). APPLICATION RATE AND METHODOLOGY TO BE IN ACCORDANCE WITH SEED SUPPLIER W 00 o 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. RECOMMENDATIONS. LO LO WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE 0 Ti 11.3 THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, 14. SEDIMENT FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY 3. DRY, LOOSE, WEED-FREE STRAW USED AS MULCH SHALL BE APPLIED AT DOUBLE THE ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY HYDROMULCH APPLICATION REQUIREMENT (4000 LB./ACRE). ANCHOR STRAW BY WORKING IN BY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. DITCH INLET HAND OR WITH EQUIPMENT (ROLLERS, CLEAT TRACKS, ETC.). 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR 4. MULCH SHALL BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC GRAVEL CONSTRUCTION ENTRANCES FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO 5. SOIL PREPARATION - TOP SOIL SHALL BE PREPARED ACCORDING TO LANDSCAPE PLANS, IF ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 15. THE AREA OF THE ENTRANCE SHALL BE CLEARED OF ALL VEGETATION, ROOTS, AND AVAILABLE, OR RECOMMENDATIONS OF GRASS SEED SUPPLIER. IT IS RECOMMENDED THAT OTHER OBJECTIONABLE MATERIAL. THE GRAVEL SHALL BE PLACED TO THE SPECIFIED -» : SLOPES BE ROUGHENED BEFORE SEEDING BY "TRACK-WALKING," (DRIVING A CRAWLING TRACTOR ta3 >k�.o.�r��fa 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR DIMENSIONS. `�" ' "� "` UP AND DOWN SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO SLOPE CO CO AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. \ E ( ---~- �:.. 0 COUNTOURS) OR OTHER METHOD TO PROVIDE MORE STABLE SITES FOR SEEDS TO REST. 16. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT DUMP STRAPS ' -- -F-0.4 ) - a, K :PAN° I� � RESTRAINT- ,,,,,,,\ I CO 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. fI (,3/4* N''LGN ROPE. 6. SEEDING - RECOMMENDED EROSION CONTROL GRASS SEED MIXES ARE AS FOLLOWS. SIMILAR MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM 1 1 ..,' c°LA•t WAs-4_Rs, MIXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE SUBSTITUTED IF APPROVED BY 1 ENTRANCE MAY REQUIRE PERIODIC TOP DRESSING ; EVENT. 7 THE EN RA CE Q D ESSING WITH 2" STONE AS fi JURISDICTION CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO ,:K _..;` '_t, 5, 1. DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE): lou 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE TRAP SEDIMENT. �=�.,� ,Y� \ DWARF PERENNIAL RYEGRASS, 80% BY WEIGHT WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL CREEPING RED FESCUE, 20% BY WEIGHT BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH 18. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM THE VEHICLES ONTO °` �:, APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE �""" N "r' I..A IO DETAIL "-- '' BAG DETAI3 SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. THE ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. `','-, 2. STANDARD HEIGHT GRASS MIX DUMP STRAP---•*> w .�. .,.� G ANNUAL RYEGRASS, 40% BY WEIGHT < HS 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF , "•, ''•'- OPENING TURF-TYPE FESCUE, 60% BY WEIGHT 1- RE PAS, FOR R BAG--lc" .._...v".0. °°':<,�w '-'4 , o CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL REMOVAL FROM INLET T `, I` "" "---,. APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE CO MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. -• `''.---FOAM 7. FERTILIZATION FOR GRASS SEED - IN ACCORDANCE WITH SUPPLIER'S RECOMMENDATIONS. >-- a { f = DEVELOPMENT AREAS WITHIN 50 FEET OF WATER BODIES AND WETLANDS MUST USE A CD OPTIONAL SIL T C K ... K: CNT c Ii E "4°°r., I I = z NON-PHOSPHORUS FERTILIZER. J PILLOW .1 ,,r,•- ,,,,� r., , 8. NETTING AND ANCHORS, AS NEEDED - FOR DISTURBED AREAS ON SLOPES AND IN "°'°� < ti_ ~••, . t, 0� DITCHES/SWALES, PROVIDE A STABLE AREA FOR SEEDING. NETTING SHOULD BE ANCHORED IN d 0 .1 ---f-i-- ANGLE BOTH ENDS OF FILTER FABRIC .�,. �.� . ., ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FILTER FENCE TO ASSURE SOIL IS TRAPPED ',,.:,,,--° ---„'--4, ' ' Q �� FABRIC j °'�` ' °° ' �"'� °° `� WATERING - SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH GRASS. I,I ' '4,03i•: :..;, (/\\# MATERIAL I , /� �„' �,� _ SUPPLY WATER AS NEEDED ESPECIALLY IN ABNORMALLY HOT QR DRY WEATHER CONDITIONS OR __ : e; :- ._ / // ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PROVIDE Z 1 I-' SLP, \//\\// f -• ,.,'Y -. 4 ADEQUATE MOISTURE CAUSING RUNOFF. 000,‘ WOOD STAKE /'� / " " � �\/\/ \M INTERLOCKED 2x2 POSTS . . . d 10. RE-SEEDING - AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADEQUATE TO PREVENT EROSION Q '' SHALL BE RESEEDED AS SOON AS SUCH AREAS IDENTIFIED, APPROPRIATE PLACE WATTLES ALONG SLOPE CONTOURS. \ A ARE IDENTI ED AND ALL APPROP 1 2 v.) '�.�/\ �' AND ATTACH °'• PROFILE /\� � "4'-O' TOP ' h , ...--''' MEASURES TAKEN TO ESTABLISH ADEQUATE COVER. ' _ WAW' _ \\�,\ AREA DRAIN F" J 17, RICE, COCONUT OR EXCELSIOR '�"� NOTES: WATTLES 1. BURY BOTTOM OF FILTER FABRIC 6" INLET SEDIMENT PROTECTION Z VERTICALLY BELOW FINISHED GRADE. N.T.S. 0 .......1 Z 2. 2"x2" FIR, PINE, OR STEEL < 0 STAGGER FENCE POSTS. 444 0 JOINTS ---7 3. STICHED LOOPS TO BE INSTALLED 44$1:::' D 0 'ri/i f�• '\ //i��j��•i4 1. SECTION UPHILL SIDE OF SLOPE. �'�" ' �oj�/v:'� W 4C`t°�i�y�°/%'% '4 '�!" z 16,..k.I. ri ,..,�'I i4 ❑ \ ❑ ❑ 4. COMPACT ALL AREAS OF FILTER FABRIC :,,.•,�yi,,'��!�' ��•.'�� 1 TRENCH. C STAKING SPACING 4 O.C. / ,�jrij:!. ❑ ❑ 0I4. // 0Ar /<• 09) FLOW ❑ FLOW FLOW \..•,i/''ice �.. ,r��'o. •�'_ �j 4��1�/iii.: p j j�///i Oa 1;::, * :1' ' 0 D m- < . . „..;//a//1, , 0 ,To'1// ui F j:: rI. TIGHTLY ABUT ADJACENT WATTLES. r , 41 0 r 1 REBAR FOR /'°%' • , //, *• CATCH BASIN E •. BAG REMOVAL `'•�/'��/� ...'::%��o PLAN VIEW ,� 09'p�r1 �. !:,• .' ',,/,�' ,.,..�{ `%� :t*::, fl�r�l4h/iii !// ♦ ri,: Qp. PGG i1 50' MIN. :x .;, �,or .•.,yHL S OS* �. , ,; 'tr ��/yam%/ ,,, �I� NOTES: f G ' a ,k: � /dry%/ a �. STAKING SPECIFICATIONS: FOR FURTHER INFORMATION O r'♦ �11f �'�►- " " " •'�%, 2X2 X3/4 RUBBER BLOCKS �?' ON DESIGN CRITERIA SEE A5 p 04**ib�ot STORM a. 1"X2" WOODEN STAKES CHAPTER 4 OF CLEAN WATER ~�� • ! 'r�r rte% ' • �.., of • �,,# ,I b. ADDITIONAL STAKES MAY BE INSTALLED ON QQ ¢ j��* �'��*�*`��'T� PIPE t� EXPANSION RESTRAINT ,,,,•, �'/�;`�,, SERVICES EROSION PREVENTION 4, „��a'/,, ✓ . . •. r i/ ., ../ice,, . .•rG//'��' ri� II/,+ DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE AND SEDIMENT CONTROL .� •'�►*.1' 4•'m •t1♦�eo14∎l... '{'j #' /%�j%�i�r,�'�, /I�/%��,,�5 OR HIGHLY EROSIVE SOILS. PLANNING AND DESIGN MANUAL. ,,�t",rj �'� It` 41 }11' REC SSED CURB IN MUST BE BLS° D "`P�UJ W DER FABIRC INLET SACKS. % r ;�it4- ' 2. SPACING IN ACCORDANCE WITH DETAIL 940. {,,,,,>r►'••�w,,�fi♦,..�w�f.` �� +' {' f' .S. ; ': :4 !`;• • ‘411,4410-.116"A14-4011111, *fell' •WINN'gifetoor,.- ...,400.4104.T*4focolb,WATTLES ØØ0.1* .��i �0��•;{��,(I� s.'�.4'7.� ' : ::•'f_:�..'' •:*)�1�?r,ty V aeanWaber Services , tl-.t •I,;•. • {�'•`i•:��•i +�'•��i1•� t► •��ri��t'!'�a!1•`�• �•��i1~ �►'�.�i1'� INSERT SACK �_0•ur commitment is clear. ri41r►t�� 11>Of . ' I.0. I1 W ♦ 1 , DRAWING NO. 880 REVISED 12-06 '��--!- 46-• �--r � SIDE VIEW U CLEAR PIT RUN OR 4kP.Te►O�1 Pfle ��p itel"• NOTE: H 8 W 2" MINUS GRAVEL Z�}i/ 0."-- s.�* SIZE OF FILTER FABRIC INLET SACK TO BE DETERMINED BY MANUFACTURER. /' 36" SUBGRADE REINFORCEMENT `; :` _ ' e• ,,, tu FILTER FABRIC MATERIAL 36 WIDE ROLLS GEOTEXTILE, AS REQUIRED _ PROVIDE � DE FULL WIDTH OF r` /�► - 7 Cr 8" MIN. DEPTH INGRESS/EGRESS AREA FILTER FABRIC INLET PROTECTION ® NOT TO SCALE F-- 41 2'-6" CO CATCH BASIN GRATE -. CHECK DAM DETAIL �'� t . �' MOUND SOIL IN ALL LANDSCAPE ��4 Y t, �� t� \,&\\ \/\t\\ \\////s>/_\//v/\< \\ \ ii...: "'' ,. " " ..;n ::,: ; ;` 3 �� G 1 N ` y. .�0 4-0" " // /v / //>/�� /\i✓/\ � \/\� a .• �., . . ISLANDS 18 -24 HIGH (TYP.) CATCH BASIN "'�, ` ,s `w 9' 44, .. ►� ° K. SUSPENSION CORD /RODS.;; . �"ri:: S 4 � �4,`" '"" OVERFLOW Cr ' ' ./ EGON v J •1�-••�•O 6 MAX. ►` o ° "; ; ':�, 9r �' 15,24� Otis tr ;S::05;1 FILTER SACK '� do Y vt. Rim VIEW .4......7 _ "' LL' v s" TOPSOIL .,,..,£4�,a .:1t,;:.,a:,,;,;,M:.�-x.��,•;, .' �( EXPIRES: 12-31-08 '.wJ'i•�•ii•tyt 8�t e.��•VL• ,•e.. �1�'f.':'.�6° ;!'Gt a OTES; ^ l J f An 1. WASHOUT AREA TO CONTAIN A MINIMUM 18 CF. '° SEDIMENT FENCE PARKING LOT INSERT SACK (3' LONG BY 3' WIDE BY 2' DEEP) XI NOT TO SCALE 2. REMOVE AND LEGALLY DISPOSE OF WASTE 0 DATE 1 04/11/08 FRONT VIEW MATERIAL WHEN IT ACCUMULATES TO 2/3 OF 3' WASH 7 DRAWN I RER ?-0��,-f��: ,,. .. WET STORAGE CAPACITY OF PIT. {•:•;0;,•::4,r�, „„,p:a;i,;',• 3. CONCRETE WASHOUT AREA TO BE REPAIRED DESIGNED I RER i'0 ife,!.-AcV°, AND/OR ENLARGED AS NECESSARY. tk...4. DO NOT OVERFILL AND BURY WHEN FINISHED. I CHECKED I AMR ELEVATION SECTION PROJECT # I TSD6701.00 - CONCRETE WASHOUT PIT AREA WITH l'ulmw SIGN. SIGN TO BE POSTED AT ALL TIMES. SHEET TITLE E.C. 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ASS}- );:,i,. a I ID 10 '' "' � EX 1 6 1 .V 1 s! �" g a1 I ®s°i' fi /o°Rrr° "�a �s it (1) 2 h u j 0 iswy ,/1r� (,� j 3 ii 0 A"/ 6 s °°� i` $ # !y° in ../fig Ie I I i ' ' E X 161 8 ' a °- i �� 5 g � EX 162.21 �i_ f j' , A'` ..'� i°. ��.�� Ll..1 FM' s .s. ��+, I r�m �' / 'd' g �a �$� /-�Afii° rAr !#8 ! -a j�� I M .t l� � / EX 1 6 0♦ / ,°°/ t ai'r"rA Ar°r®r ° ° 4 q 4 i w» m Q,„„...„,..Atl,*IP-4.1-OP .,, „, g 114.0 di le$141111114 4 it,' .r� � �,` ii AAA' f `, .�®�/i (� ° q.• a ° �' a R!- � ��} g EX 16 $. 8 / �A�° ' `.« ;C o J<ti "L'i ....1 Z < 0 i rw< 1ai"i � t�r 2.0 1 6 1 I i A y s r �r: �° 10� �d�a u � ." ; J J,rE I ®®rp °°" °d e ® �� I+I� b,�b �ikali. 049,4 sr ' i :w ill 1 ii a Ar,� a f:ii q I. a A E X 16 2.4 3 j1 NCO 8 ,, �0 I .... ®/.° * � � - ,, G 1 q #• rrr/ :I A'•A'AAtlr°® '.Q 160.70 t # �/�$ 4d '�/` /rt 4 LEGE111D 161 .55 160.45 i C�.161 .4 s i® tr, y� �61 .6 5 i� «.«ww� _ 'Q 161 .45 16 ' 221 EXISNG 1 CONTOUR• i E! �220� - 0 0° -- PROPOSED 1' CONTOUR s /!I ;? i 22 E PROPOSED 5 CONTOUR III �amw«««. f 'a a•I $ 1. •' ®E x #..„ $ / i&; - XX--- EROSION ONTR01.: CONSTRUCTION FENCE 1 1 0. 5 ««www_«w.wwwmrrwwm«ra«wa»w«»wwww«�m»ww� IN�!i 4 , '' / :' . - DRAINAGE FLOW DIRECTION # * * i �' '�°re ` 161 .55 ! 60.35 I # 1 . ' `,► ��. /�� ' �' - PROPOSED EROSION CONTROL 810 BAGS + i h1 ` + `° i/ # $ ffi«rw � fir` is 14 1 59 7 .1 62 4 ? zt _� a ►� . = 7 �� BENCHMARK:00 E S a i ,•� 161 .55 1 60.20 ,; a' �� _ ,�I ELEVATION DATUM. NGVD 1929 z , , a ,.,� BENCHMARK, 2 BRASS DISK O eta I J a I � _ 1 � �` HAM & 85TH AVE.y ` � s9 II �, TION: CL MON BOX DUR I : � /' �` � EOCA 3F3 ,, r,i». a �' / ��/:�r"w; ., ELEVATION: 179.155 FEET CC • ,„ � a �, I ` 8; 4 CITY OF TIGARD BM 6 ��j a ,101614 �, y g# WASHINGTON COUNTY BM#178 11-- 0 dill he ., ii 161 .4 ° o; I ►, # /*# , x$ AI ..., 1 :L 81 8 oo ,;.� € I i 4 "A•aa me,, «re w`"y° o $• LLI ra •4 4f ... cr , . ° 16� s i i : p r«tea• °' �\ +I° Q a____ _ 40 410 i Eja 44 1 .65 d # t # :11 w 'r ' 4° �° ,,� 11 0° a1 I I i a}1�;. q r .�Fg w g E b y.• a ..wa ~°w $ ' ��a y 4 'IV ° re1r'®'AmA $ 6 °wf «i./`'�/ P q ,4. °""'.eo..,`�w> °www+r '/ .,•w4a`'w, ft glir w 'mA çf I %` I� EROSION CONTROL ww �� /rte s e. i � �....+ 4 1.0. d � Ar k�� ' � `', ' `�'41110111111°:� ° SEDIMENT FENCE _. 3 rAmr° eaa.«.w�, m.. -m��.a a •, �' /rs . {L. :�koo re'Ar i� if t 9 f j..Iii e liiL igei C) � � I °-,,.� (14,D OFFS, ° r. a IF 4100 t40 __ ` .w a 's ItibrA01 "�° a opl -Ali As 1 ,..,..,.._+__ _..., of :. �.:: _,,,i �.. ... A <.+'^' �: t _ .. .. a w«+m..aa rrm i I. aC 0 PIP V. ��. A�A a - ,;; C $ r OREGON ,y♦� ::� err ��C1 .r 1 o i i ; # v �:0"0:r*... N 441 to ..sm wAmwwwxao-am«r �� .:. t... # I *'i , } +..� i � 0 $ € 7 �v wr �w�ww�,�wm»www«w ««�� # # �) y " �r. +. G f $ �j. 15,,, 9 . 8 }" A �'11C `ry_-*"w /�.,." �\ j. 6 ! ,.,0�m««wwww«. .R D $ R D K „,.. ,, �, era a »«�' N r M et 1® CO 4 �'. TT I EXPIRES. 1 rio 0._ AIN $ $ 4 P f7 � $ °www°b � � � 8 � \�\\ � a $ # �a ®° E f $ ! $ $ k, ! °mow Cr a -......__.__________ ":1't -----------'...- : 1 : . • 0. 3 ° ®Y.w� � = t� 3 8 � r, ^, .... _.r �!l 9 9 * :Q ws �� DATE \ct ,,°® � r , -...a6710.410,�'� ,�► - DRAWN I RER $ - saw b4 t $ •0;0 ,�. ` 'a'' `. .� 7 g� s° ! �r of - $ ,m ! # t'' '' -- i►- },,,,/�� : a I I DESIGNED I RER ---(j)-- 1 4 . , $ f �r�w� irflp/ ' ,r/R- I , x rA SCALE. 1 =30 I CHECKED I AMR Fa 4 ; !!!` #�*' t �a a f .� , i- PROJECT # I TSD670100 ° i 30 15 D 30 I 1 x i ii # i # m. SHEET TITLE 40 .m_r ��x a.. ax ��jO ! $ $ �► � f s`°° a t e (11) �(gz " _ w�•°9 I "I, `*,�, ... .. .-_ . : wr ma,wn,ano Aa** ArA" ®R - "b ym»«»w,:w.._"E I aw�°&, q E R GN Y °"' .aa �, <w rw w wp«wa •" <a <»w._. _»m..rwwrry' rr/A/r @® a1 wr`w «_ / a. SHEET NUMBER ..... a & f E a g m<1p100 rw a.« .w� ..»aam a.w«am...n.wa+wA ..... - - AAA b g a i,b I ACS Sf _ wawa A I , al f «w .� rw rw_ m I p 11 t ii,# f S $ am_w r•a wane w wArwr_Ama«mwm Arwwr+aAwmwmwwa_wA rww �_wr 1-----wmw.rwwmanwrw«r» °'Omwwr<wAm' , Kw a # ,a$ g �RR 0 aaa��/� b 3 i ,rJ b s O. Pi 8 g co INTERSECTION GRADING NOTES: ( Z o r CO il Mr 0 ELEVATIONS ARE TOP OF PAVEMENT FINISHED _ 5 GRADE UNLESS OTHERWISE NOTED o 0 CONTOURS ARE TOP OF PAVEMENT FINISHED GRADE GRIDS ARE 10' OFFSETS OF INTERSECTION C/L'S g W z g. L�� V Q .,....co g 1 N r co CURVE TABLE: w c 0,L°/o , I )0 POINT STATION, OFFSET ELEVATION CURVE DATA 0 g ;Li.; 1 PC 'ACCESS' 1+85.59, 14.0' LT 155.84 L=19.67' A=45 » `- -- 0 1/4 04 - - Q 4 155.91 ' 25+ 00 3/4 R-25.00 155.95 4 / 155.94 + - - PCC 'ACCESS' 1+70.54, 22.41 LT 155.88 ,c - _. 2 PCC 'ACCESS' 1+70.54, 22.41' LT 155.88 L=17.63' (1) CO 1 j4 155.78 L6=14'00'12" I 900' =72.14 a)2/4 155.66 R 3/4 155.45 N SW DURHAM RD PT 'ACCESS' 1+63.58, 37.74 LT 155.18 3 PC 'ACCESS' 1+44.27, 36.46 LT 156.47 156.65 L=8.82 L�=11'08'02" IJJ/4 _ ____ --- 2/4 156.82 R=45.38' I- r .-... 3/4 157.01 0 °Dr .159 Sj ~---`S' Mkt 7 7 1 PCC 'ACCESS' 1+43.39, 27.72' LT 157.11 di --/. p p -.�. / S 4 PCC 'ACCESS' 1+43.39, 27.72' LT 157.11 L=10.22' » r • O r'9 ;001100 __ __ --- - '5 1/4 157.22 A=1 17 0$ 30 < F."- 1s. ... �� •� 2/4 157.34 R=5.00 Z >,., t„,,Nersian 3/4 157.44 (.0 100k5Z9 " ..�, j PCC DUR: : :AM 24+75.34 37.39 T Nillb, _ � 5 4 R 157.90 ■/ 5 PCC AM 24+75.34, 37.39 RT 157.90 L--35.49 '�4 0 •s 1/4 157.58 A=45'11'16" ......1 CC .APT STA• 'r URHA �. r--- �'` ../ . OFFSET: .: • RT 2/4 157.54 R=45.00 .J _ 3/4 157.44 EL. < el ; 00 • -� _ aQa PT 'DURHAM' 25+07.29, 24.16' RT 157,29 0 u� . r1r�, .. �rsm•- ...,. .... . _ �.. �nQ» Ficc DURHAM 24+75.34 -h till . a aOFFSET: 27.72 LT Z Z 1 qa CD L:r tip 4 . f-- .oj "� "",,., PC STA. 'ACCESS' 1+44.27 S.c� � 1110W70 0111111P- - ,,i1 � OFFSET: 36.46 LT i4 4D`b. 001/ 401.0114111114000111101.10 PP" Cr 0 LLI ....... . , 0 3 ItW■.,„ 1gW0e■A0ti01 _0/01/1 .. L=53.47' 15a x'" • •.- `�' ,, A=87'31'58 '51 cp. R=35.00' 1.1 J Z 0 ITC Ulf 157 , A • A 1 F- 2 D 0 56.94 OFFSET: 34.42' RT 157.44 TC .`9 '" � = ,.•, r .,1 INWAMIN W 4*1■■ I riNI"Ill" WWAIIIIIIIIIIIIIIWaW////ff iiiralmomw (I) 1 a ':mij ,■,._......‘,r - !- ?l4PPalgaillWgfflIlllgPr4tlli /Pr. -.' Ad CC cc CC PT STA• 'ACCESS' 1+63 58 ci OFFSET: 37.74 LT W < M 4 1".11116741160.1111,'_ • 155.90 D 0 4 OFFSET: 27.14' RT 156.40 TC /56.0 L=31.19' t mi. AmmmAio 0 1 PCC STA: ACCESS 1+70.54 .... P."-: A=51'03'23" '�'4 1 155. ii; '�9, OFFSET: 22.41 LT p` • , R=35.00 5.89 TC9 > Q p . tti 1_4428. 13' ��; 1,5 is� PC STA: 'ACCESS' 1+85.59 6=-15'0' '03" / 4 9 OFF SET: 14.0 LT ,4R=107.00' p � TC • . 0- `` ' Q`. .P;•; 53.,95 'tSS `9- 4 / to 61 4.„.:‘ 4 l .0 k,5 6‘ AX , . i AI - it --;3 , ts 7 ...i. r . cS /°\t/ "0 4p 3? > 3� Z 6 c5 _ ...... t?.1 Fa" Cli 1, 3'l z 0 t:i 1:1..> A.0>„I (3;* ° Z D .g *u. ,,,,"" iv.. 0 ‹ (ID SS ��D PROOFS 0 .to I NE-- V;,r ! %V I. .?' Ai," ci 0 0?• Cr '' •REGON e 67 "y4�l-cY 15,2 00 0 ..- . o FACE OF CURB 'SONY M•'L k ELEVATION = 154.83 LL / EXPIRES: 12-31-08 i SURFACE DATE 104/11/08 ELEVATION = 154.21 SURFACE SURFACE z DRAWN I RER -/-"- ijir ELEVATION = 154.22 ELEVATION = 154.83 DESIGNED I RER SCALE: 1"=10' I CHECKED I AMR FACE OF CURB PROJECT # I TSD670100 ELEVATION = 154.24 10 5 0 10 SHEET TITLE ., '''' W/' CD INTER. GRAD. PLAN . SHEET NUMBER .° 03.5 ri' - - V N I •►` Q Liu I 1 z cc 15 0 I Q 1 k .c k x - El Lo i C� { z�4 111:X a 8 X X `�'- � -f'__�_ `�' • ••W OH W ❑ Q� - —SD _____SD Q �,/ " fi., A _— --______..______________, .____ a„4„, ...etill XI r IS . id kg a 111440-0016.14 libi-wr -yaw -IOW G - 11`4'111"6-11C11141. - _....* (Id • Lo ,..... .....: ON DURHA&A RD — ..........- I ..--T--- Z • , ., cr, ! -- 0y _. SDCB A3-A - !! v) SIG �+LE TIO B © -- SFF OFFSITE PLANS ELOCA • FOR STORM ._ SDMH Al PH CONSTRUCTION S! NAL _..,_-....�... ...-�..�........•...�.....,..._.� SDMH A2 DETAILS OSE T� BE � `'''-- SDMH A3 .� �.� .. ____ RELOCATED 1, =r,, DANNIEDIMINIMMIriftWINIMINS) y S a WA7 T „ .gym 4» a :•..• a . ;TPA r W BOBO • - P O I-1 � s'• B 0 r+T7 t��/�'j��,j, 1 �ii3.' war �t � :TIM, ,r �� r" r T •* i� � � �ti � .�'Y'��"� e. �'•.."Q ��^•-•�^-- a A . 4 � a V Q O L {(-''+j�(j('ryp�{/''�J (('�J ti i '' 7 1 •r ,��`r�^�'''[��], l r `Q • a .. O•O o O-"""" O O :�� !�i .ilfl # ... - �-,�•- a'.'''•'^'�;a.- . VV .. ��! — M. / } ' •• • . ," �:._- .. + !' ' ..:9+.. •a w:%.e�.l�h'.�C+'r WA V 41:(I) C\I ---A- 4 4 Pridi-rk a", ir` _ w: , I� SDCB A2-A POLE TO BE POWER TO BE o c� ..,,, ----" -- ‘ffilligifillingl, 4.1r2) 4, elf e -viamomp „ma, „,, - W �� t WAT RELOCATED RELOCATED i o o,ix.....• SDCB Al--A !IP '*LE TO BE WAT .... I RELOCATED PR{ � �y PROPOSED f ! PROPOSED _.__ 0 ,,• 0011--1 RO SIGNAL POLE ' SIGNAL POLE --- 4 til % ,"-1`‘ IF"' i MI EXISTING EXISTING ~:•^ ii i% 1 VALVE ROW 'D SPRINKLER LIGHT TO B ,� " �, RELOCATE" i 6), /,' 0 E3 r SDAD-B4B Q ..0)1E- , 0110 I ' / / . >111.0mvois t 4 IP.. SV/ / 4 WAT WAT WAT „------ _ ‘. < F.��.'��¢fir i•�`z+""-sw I - , NJ ct itil 1001* -- 111 V SDCB-B4A t , / EXISTING PUMP M 4: Z <IL____ 0►E�tit %s j °° L. O d: . •" �„'' s :b - . "` •�• . a NOTES 'tot*.� •t .\ �' ,• �• :E < ri" .."- 0 'wig#4 40 p FROM FIELD SURVEY ••••.I Z 1 rf. THE UNDERGROUND UTILIT{ES SHOWNAVE SURVEYOR MAKES NO GUARANTEE THAT• +P, f.i=is t-*t$ M� / r INFORMATION AND FIELD LINE LOCATES. EA 'ti• of r� �Jr 4-04-04-0.10,- ,,,, .,. •. � .. THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AR 4 EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES S NOT WARRANT >II <<j . i... � ' WAT �. WAT • ' ''A THAT THE UNDERGROUND UTILITIES SHOWN ARE IN 'THE EXACT LOCATION INDICATED Fe". 111111 \ BO BO BO B a� BO BO _ 1.., ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE .. ,,. Ia. .••• ��'• S 11 INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE .J uJ - FROM INFORM • , '` �� 1.,. M�'�ir UNDERGROUND UTILITIES. --„..... .,„,..0,,..,0”1 I d, o'•_ 11 0 �' FOR• NDERGROUND UTILITIES SHOWN L.i.�,t , 3 X t tl ilIl EXISTING UNDERGROUND .�.) _ •' . r� - REFERENCE ONLY. CONTRACTOR TO VERIFY '' � d•. : '""` t� • - LOCATION AND ELEVATION PRIOR TO COMMENCING W < 0 0 r 3 •'' ,,. 1 a. ' 1 4 WORK. NOTIFY ENGINEER IF CONFLICT EXISTS. WAT d WAT ✓ \�'�,, d,. `mil WAT , t , 't .4 SDCB-B3 ; - ~ ...*°`` " - ""`" PLAY GROU D '• �""" ' SDMH—B2 1 11,21":4V **". 4 ''''' r• ,,,,' I 0 W < I— kr Ill SDMH--B1 . „ It EX{STING 104 Q SPRINKLER ALVE �,,� 0 1 0 w '" •.�° GATED I.i! ��„ ..., ..... v ....k.---- • WAT CC < cr ---x 1 c - X , . ` 3 r ,_:i WAT 1� PE 10 t' ��I o .•• ISLAND �, ' , Ida ii E XIS ��s�� ., H_A1 �� iu 0 0 H INIMINIM SDCB--B2A po - `:,� . i sDM -' �►'�ffff 10 0 1■ 0 0 D 0 4:( i , • . 0 *---- - - - 4 '' *; ---�`■ ,. Villit SEE SHEET C(J71 ; Il •Ai, '- r G it tifim pi a I- RIM<LER V +� E 8” PERFORATED • FIRE r ,;� 11 i 1 al io >- 411*--'-''' ,�,�o0 PROPOSED ,...w ,:�.,..::• ,,. tgpi 3 PIPE ;� / •iiksk, ....--N HYDRANT - - ,,, - 0.1101 lr- 4 1 dil„„,,,,,..... .,,,, , , ,,,, . ., a ,. , < Vi l `„ i ,..4„,„„ 4 .,\ N, R D R D •D t ftwol � . •0)/N . 4., .) Q 111 0 all P• . GP N ► �Ya , WAT 3� WAT WAT 1 1a 0 V, 11 I• z 0.itl” o 7;..., „fr, iir,, N,...„ 0 a. cc I id • L... . A , ■ Wig z 410.ft ,,,,,,, 8 ,..t. 3( F.... 0 EXISTING _ m_ WATER METER *.i1 *". D w'zt . . . Ilk \ / X (1) z .s: WAT WAT WAT .Cr IV 11 — X 0 0 c‘'' Ar/c 1°,41011111.1- ' u REGON 1 x 9,y Y 15'Z 0 1y0NY 0.C4) I / 12-31-08 N LL, x I Adillil■.. E- I 0 DATE 1 04/11/08 1 111. DRAWN I RER . t DESIGNED I RER x CHECKED I AMR *-- 8.„‘ SCALE: �»=30' OREGON UTILITY F PROJECT # I TSD6701.00 I. WAT WAT WAT NOTIFICATION CENTER 34 15 0 30 SHEET TITLE x � ,, COMP. UTIL PLAN • -332-2344 1800 � C), SHEET NUMBER l � �► 4,-,zkarA4,.„,...- 7 44FORE m C4 a 0 .tv - // 1 / „�„�� STREET CONSTRUCTION NOTES a,i 0 i . d � �. �� i ' 1 STA. 7+56,61,�� 13.17' RT "Cr c � �` . � � '�., AP.''� SAWCUT AND CONSTRUCT TIGARD STANDARD CONCRETE CURB - � � � /` f AND WITH CITY OF ARD CURB-TIGHT 6.0' SIDEWALK `,, ,,� Q SEE PARKING PLAN, / ,'1 / GUTTER WI IG � � _ ,�""'" ` SEE DETAIL SHEET 9.0 LL- �'�°° °°"`� �' SHEET C7.0 FOR DETAILS '� � �A /� "�~ � ��_� , ::: � i ' " �` � � sp '9� � � _ - ',"/"� ��, �/ AND GUTTER 1MTH CITY OF TIGARD CURB-TIGHT 7.5' SIDEWALK (� d Ale ► � s� ft � 2 � SEE DETAIL SHEET 9.0 ...r o 0 ir44 Agf . MATCH EXISTING � S Bi ' _ _� �f� _�..� Spy`► ,,�- � �! `� o� STA. 7+37.59, 17.24 RT'`� 32.0 ,;�►� � IT d: 1 ' i„ ' SDMH-B2 • ./ CONSTRUCT ODOT COMPLIANT ADA RAMP W y CO -c _,,,�,iirip '''''0'` 28.0' (CG48 MH) SDCB-B3 p" SEE ODOT STANDARD DRAWING RD760 ' i CG48 M H � �' W � � � m\1/4� , ■ � �► - /It., W I I STA. 7+19.40, 37.91 LT p 0 4 . LF ;• ' CONSTRUCT ALTERNATE ADA RAMP 8+00 °�- ~'` 12" PVC SD ;, ' = SEE DETAIL SHEET C9.0 // \ "� C!) END CITY OF TIGARD CURB-TIGHT. 7.5' SIDEWALK ° ° °° ° ° O °+ . W F-51 CONSTRUCT SPEED TABLE WITH CROSSWALK W SEE SHEET C9.0 FOR DETAIL 1 cillinf -� El "`r► `'- ► 33.4''4- �4 * ' 6 STA. 7+03.43, 31.07 LT / '---, �' ,�►-�•.. �.C� INSTALL 6' CHAIN LINK FENCE; 5.0 BEHIND PROPOSED CURB W cii5 _ AWN- /' �; �: 7+00 SDCB 62A » 21,- =�--'‘� '� '� 15.8 LF - 12 �° ' • ' ° �,• a° �°° . • • �°a q .� .. � (�.... ir 10 PVC SD s••: • + F71 STRIPE OUT FOUR 40.0 BUS PARKING STALLS (I) �� "'`��-� '�-. i ` w�: � � -.. 1 � 2? -�•. � :► � SEE SIGNING AND STRIPING PLAN 7..1, /- al , I.�► q. 18.0 �" ;�D ' Q 1-8-1 STA. 6+08.92, 34.50 LT (s) F.- ' 'Sri , I- SAWCUT AND CONSTRUCT CITY OF 11GARD u - .4 -,� 5+00 PROPOSED r (� STANDARD 6.0' SIDEWALK �,,,,� ill �� f ,tit 58.5 LF - 12" �' -- -+ - , � r .____. - PVC SD / 77--- !� •tea �, • �. , �X -.....k b-Apa4, J�I►t��C>C�>� AD W 9 STA. 5+97.61 28.50 LT 1:5, *. " 1 ** . 8 9 / '�� 18.0' Z CONSTRUCT 7.0 BUS LOADING RAMP a(C Fa° `� �� ► / 14 CONSTRUCT MAZE GATE IN FENCE, SEE DETAIL SHEET C9.0 _ ' 28.0 IE ,.-�-.., '4t.. -, 410/ `�,, I Fio1 STA. 6+11.24, 18.00 RT --1 U � _ � ® �f X 0 CON STRUCT ODOT COMPLIANT ADA RAMP Q / e a --..,,, "iitoarr X SEE ODOT STANDARD DRAWING RD760 W cr------,,,,,,,„„, °.a , '' _ i 6.5 `il X 11 STA. 5+60.09, 18.00 LT •-i 2 o CONSTRUCT ODOT COMPLIANT ADA RAMP w `�'`� SDCB :3A /�'""""' --��`lir •a•. a' . . Q.° •.• . '4 �' .° .o ° , • 4::::( U. 0 II 8.0' '� , ► e a SEE ODOT STANDARD DRAWING RD760 ® Q Q ► ,, ► / 12 STA. 5+71.07, 28.00' LT -0 / I ��I CONSTRUCT STANDARD 20.0' DRIVEWAY I Z SO4 /& _r-;;,, F.13 STA. 5+58.83, 28.00 LT 0 / E. m ,�`/ fl - CONSTRUCT 7.0' BUS LOADING RAMP /' 7'b CONSTRUCT MAZE GATE IN FENCE SEE DETAIL SHEET C9.0 ��/ 4.0 EXISTING 8" PERFORATED Q PIPE 18 ftISTA. 5+22.04, 28.00' LT z / . CONSTRUCT 7.0' BUS LOADING RAMP u 1 Z Q '� CONSTRUCT MAZE GATE IN FENCE, SEE DETAIL SHEET C9.0 tr. ......J Pi fl �� 9.; _ [1-5- STA. 4+82.58, 2$.00' LT I/ �j �,�, �.`� , - -- ...-.� CONSTRUCT 7.0' BUS LOADING RAMP J I , - -- CONSTRUCT MAZE GATE IN FENCE, SEE DETAIL SHEET C9.0 z J 2 Q a 16 STA. 4+79.08, 34.50' LT D C. END 6.0' STANDARD CITY OF TIGARD SIDEWALK EL W 170 . ft: 1 CONSTRUCT SPEED CUSHION (1) < ' cc PVI STA = 6+75 SEE SHEET 9.0 FOR DETAIL 0 C). = Cl) �� w PVI ELEV - 161.87 A.D. _ -2.00 18 CONSTRUCT 4.0' CONCRETE PATH W d = CONNECT TO EXISTING PLAYGROUND CC EX STING UNDERGReUND UTILITIES .HOWN K 50.00 100.��0' VC FOR REFERENCE 0 LY. CONTRACTOR TO D PROPOSED STORM (ID VERIFY LOCATION ND ELEVATION PRIOR C,,,� (...5 Pi TO COMMENCING •RK. NOTIFY EN INEER CONSTRUCTION NOTES < f-,- IF CONFLICT EXIST'.. Ln N N `- + PI STA = 4+62.81 Q P SDMH B1, m 05 w A.D. = 1.50 STA. 7+67.17, 95.1' RT > > N c K = 80.00 t'; CONSTRUCT 48" STANDARD MH; SEE SHEET C9.1 + ° 120.00' VC (� cfl U 0 SDMH B2, •• STA. 6+05.05, 30.97' RT o v F°' CONSTRUCT MANHOLE WITH INLET; SEE ODOT DETAIL RD348 mm 1 .1 W 0 SDMH B3 STA. 5+58.99, 29.33' RT CONSTRUCT MANHOLE WITH INLET; SEE ODOT DETAIL RD348 z ,......,... od (1) Z g _ ,- �4 SDCB B2A '/I. • �'� � "'" ,• •• W RIM: 160.00 • > PROPOSED W RI OUT: 12" PVC (N)=153.18 ""® w cr Cu C/L CD CONSTRUCT CG-2 CB, SEE ODOT DETAIL RD 364 v ON% L,C) 5 SDCB B3A 0 160 - : w C''J RIM: 159.02 O; + IE OUT: 12" PVC (N)=152.99"St C ONSTRUCT CG-2 CB, SEE ODOT DETAIL RD 364 < 41 I.- PROPOSED WATER �Co CONSTRUCTION NOTES 2 4 W 0,D OFFs So MH-B2 (CG-48 MH) ��►w�� Z STA. 5+91.07, 30.82 LT ��5 �� NE vif STA. 6+ 5.05 REINSTALL EXISTING FIRE HYDRANT w .. 04 RIM = 149.73 EXISTING --�� SEE SHEET C5.0 FOR EXISTING LOCATION ;IE I = 153.03 (12" NW) o coN IE IN = 153.03 (1 . S) 43.3 LF - 12.' O NOTE: CONTRACTOR TO MAINTAIN ALL{E OU 152.83 12 NE PVC SD S=1.Qo F-- EXISTING TRAFFIC CONTROL SIGNS p�• DURING CONSTRUCTION "0NY t�•`�Q „/' EXPIRES: 12-31-08 143.3 LF - 12.0" p VC a so S=1.0 09 DATE 1 04/11/08 SDMH B1 (48" MH) STA. +67.17 DRAWN I RER 0 RIM 163.0 DESIGNED I RER Q 1111 IE 0 T = 154.47 (12' SE) SD H-B3 (CG-48 MH) 276.0 LF.11111- 12.0" PVC '.D S=0.50% Horizontal Scale: 1 =24' CHECKED IAMB STA. 5+5;.99 2 RIM = 1 8.91 PROJECT # I TSD6701,00 IE IN = 152.40 (12" NE) 20 10 0 20 IE IN = 152.40 (12" SW) W SHEET TITLE •_ - _ . • s ACCESS P&P 8+00 7+00 6+00 5+00 CD. SHEET NUMBER PROPOSED ACCESS RD. PROFILE f 0 5.0 SCALE: HORIZ: 1"=20' VERT: 1"=10' `%%, SDMH-C2 ,,,,,�� o q. �.. CONV 'T d V STREET CONSTRUCTION NOTES c4 1 '`, \ CATC BASIN a. �,� CC g 111 Z O d; 8.5040 ` TO ANHOLE o I �� ri- CONSTRUCT SPEED CUSHION o OFFSIT PLAN FO SEE SHEET 9.0 FOR DETAIL - 03 'n , .i•-• 4101t , ap. as iik- STOR■ CO '` .CTIO .1 •. . 2Sx0 &. I-2- STA. 2+70.54, 21.10 LT 1 ,a 0 •. 4 V , END CITY OF TIGARD STANDARD CONCRETE CURB s-.- Si " C2A AND GUTTER; MATCH EXISTING $ 6.0' 4° `iii' : SE ',,OF co s'P ■ TIO FOR �► a ; SEE DETAIL SHEET 9.0 VA Z 4 to m 4 : , DETAIL d 4 • - . _ �(/ �'` 3 STA. 2+38.37, 35.76' LT (I} 0 •ill S �� SAW NSTRU ARD CONCRETE CURB m SDAD-BOB o 4 i '9/�► CUT AND CO CT TIGARD STAND _ o � _ /Q AND GUTTER, MATCH EXISTING co L ° (�1 .- - '. - Q SEE DETAIL SHEET 9.0 c�! Z AIM o - I `rI fit# o I °° n4. STA. 1+ 31' R `t' LO '� 95.79 39 T O i i 4 6 O °:,, BEGIN TRANSITION FROM 6.5 TO 8.0 CITY OF TIGARD W CO ID 0' 4 •*.� CURB-TIGHT SIDEWALK n _ z " °''''�: �', i (I*! " •. �' SEE CITY OF TIGARD STANDARD DETAIL XXX AND XXX; SEE I 25.3 LF 12 , o � � H-! 6.5' PVC SD ., ►'�►., �� / © �J ?s DURHAM ACCESS OFFSITE PLANS FOR CONSTRUCTION OFFSITE III ,�' / 25.0' 'N 0 F5-1 STA. 1+63.58, 37.74' LT a. ° a ° ° a a• ... e� _� -° re' Q.�j END TIGARD STANDARD CONCRETE CURB AND GUTTER; r a •a v a o 4 v„y ° 6.5 v b a a ' °a. v v 0 .4 : 4i MATCH EXISTING '`�. 0 ` ♦ - �, SEE DETAIL SHEET 9.0 - �. W I 39.8 LF 12 ` �... N W il.18.0' 18.0' DCB � 4A � PVC SD �,, j" � 6 STA. 1+44.27, 36.46' LT r�' �► SAWCUT AND CONSTRUCT TIGARD STANDARD CONCRETE CURB"`'� ,�• 36.0 +0a „� �► �' AND GUTTER• MATCH EXISTING U') _ -. _ - I PROPOSED , _ 4 �- .�+ ' ('%J 14.0 a SEE DETAIL SHEET 9.0 N .�.., ACCESS ROAD No •14) ,� \ LLII d. 18.0 18.0 �•• ,� /� 1,. , A a S PROPOSED STORM � .,-,. 9/ 27,8 �„ f . CONSTRUCTION NOTES < C„) .. 1(1) X X X X X X X x , ,f�. \ *b4 • 0 a. �. . Q (111) 1:1: SDMH B4 ,A,109,7' 'y t, '� STA. 2+84.52, 18.0 LT < 1.""I z 5.5 --I © -, -+� \-'` CONSTRUCT MANHOLE WITH INLET; SEE ODOT DETAIL R0348 Z SDMH B4 t (CG48 MH) j !; '\ N 2 SDCB B4A .�. -- / f :a: 000 40 RIM: 154.37 0 ,' �, ` ,,, ® .. . ° \ �� IE IN: 151.42 1 W Cr 0 , .. IE OUT: 12" PVC (S)=151.22 �"'� �/` �`� CONSTRUCT CG-2 CB, SEE ODOT DETAIL RD 364 --, .J ...... <lc 0 ti k,,,,. f Q .4/ ' 0 0 ' . a: a ° 3 SDAD BOB M ,� .. RIM: 155.30 SEE SHEET C6.0 FOR V f 1E OUT: 12 PVC (S)=151.67 EXISTING STORM OUTFACE CONSTRUCT CG-2 CB, SEE ODOT DETAIL RD 364 CC Z Z Lil CONSTRUCTED UNDER Gig" I� PERMIT MMD2007-00019 .�� 4 NOTE: CONTRACTOR TO MAINTAIN ALL 0 r)\-/ i /1 `' EXISTING TRAFFIC CONTROL SIGNS w,,, , •/� .° DURING CONSTRUCTION / LU Z._ j _ Q 4 4 MINJ F.". ° LLI aC...4 z 17 I , f ,„ ,,, ., J <aC o a-• W I-- 1 : - 170 (f) < I C�Cr c 0 w Cr fr Wr EXISTING UNDERGROUND UTILITIES SHOWN Q CC FOR REFERENCE ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR 0 TO COMMENCING WORK. NOTIFY ENGINEER 0 ...... (...D IF CONFLICT EXISTS. < F- P !ad --, . . _ II gm o LOWP1/I POINT STASTA o 2+39 20 c�v+•97 LO PV ELEV = 154.33 o c 4 O A.D. = 4.50 Q o° amo K = 22.22 + Lo F""' --.. 100.00' VC __--..- °0 0�0 Q II ±, = v) o z Rz Z I II II © �Q 0 oc CD < > ---.I V W W N 0) C. > W o co g Q C.)160 7 ±160 C o LO U) 6 0 vi. 00 U V > > m N i-' 5p% Cr d- PROPOSED ACCESS w .-2• F V) INISHED GRADE > w PROPOSED A < w Z F" CA .5•50% 0 4PROr�s�, W AN, 0 - 1,..0________, Z ,�, ,.� �, � � 1.00% Cr • {+REGON 4)* .J �4 Y VP 0 O ANY M• ,,00.-- EXPIRES: 12-31-08 < EXISTING GROUND 2 DATE 104/11/08 --SDMH-B4 (CG48 MH) STA. 2+84.52 DRAWN I RER RIM = 154.43 DESIGNED I RER IE IN = 150.82 (4" E) Horizontal Scale:. 1"=20' I CHECKED I AMR IE IN = 150.82 (12" N) rolielloomommi PROJECT # 1TSD6701.00 276.0 LF -- 12.0" PVC SD 5=0.50% IE IN = 150.82 (12" W) 20 10 0 20 IE OUT = 150.62 (15" S) w SHEET TITLE ACCESS P&P 4+00 3+00 2+00 1+00 (0 SHEET NUMBER PROPOSED ACCESS RD. PROFILE C7) C5 a 11 SCALE: HORIZ: 1"=20' VERT: 1"=10' Ed ,........_ I __ _____Cl. , .... r `... . . _ _ I ob", ‘.9, ____ ■). .1.,..-,p - - , . ,,,th., °Z 0 1: „ 4. N., / 0 I 41 I/ 1,---.....- > 4. .4‘ . / RAISED LANDSCAPE ti 01 • „ .., 15 0 .. . ..„ <X\ ISLAND ? II 3' 00 ( ' .i---.' 0,<\\ .-----, I •INiss. ........, ...A 4,...00,.........4.............."""'"" t'4 1111 ; :".174.1:. .....""m - : C LO i 4 : 004151,,,:: -.--'0 .. .., . -04-a.„... \--....... /".:0„:41----- -.. :::::(4)....., ( : 10'.....,, I Cl_ I 4. . N..- --,........, .....,%,„. i„, t >4 ., ......,......----.. % ....,,, . .................... ..., \ ,.....4, iiii:„ o co --At , , .,,,,,, -......,„,,, --..*-- '....41114111 10111 , ""--'111. 11P11"2 "11111 .11011r6""-""r1-1P1174 0 .. 101,OP* krot ....., A . .,,,,... . .,,„„............ .•.-44 1 1 I I t-',., , ,„„,. 42.;„ ,,,, , ., .. ,, --..."41 .,..... .... \\ . it ''''741>%....'74.‘\ CL 11„, 1 to. 41%,, , ,,,,,,,,,,....,... * .*4 )1.47( •0 „.,•,71P, ,#!:' '-\,:k 1. IOK' \ " i 6 , ' .• ''' '''`.. 'N.N...,. ..,.4......it.4%er,..... ...1.1.110.0.... EXISTING STORM 8 AAA,i*.t4.. ,4-- -.14.2.-srmyvi f% I" 4 :,'/A .. .. . Al, .....-., , .'t it V„,,,‘.::::-/ . -OUWALL 1E.,...:77-.....1.48,-7-S.:„-,...:::.......... ',..,„..•.......1, V ' il 1_1151 11111 ,,,,o,,,,Ai:--...„„ -. _1111:.1,_ ,t_5--_- -1.',di r,„,,a......t...41.,„ 47r,._e..,,er,46..„ ...,,,,, ,a.,,rir ...4 ,....41h,AL.C-1:- ..01.••:11-.441-41•Alle,',..,,c. ,.,... -ww, V 1 ---=------ 1 r''''''' 1 1 '÷ '1„:- , # ' X \ ----- x....7--,...__„,..../* ....,..... .... „......==.---- ...06.*..10.... *.k:'.., ' .. 4.... ..4% CONSTRUCTION NOTES OC z .3) ..... oo e' i , ...... ...... 0,U.TFAttlE = 148.25 -...-.... , co 1 1 pftwiginnitigains' .," 4 At,* 39.: LF „" ------„--- ,, , OUTFALIL.I.E :mj...49.25 • i ,t 1411111111%,1___ ., 44+00 4"''''''' ........,, ,7 , --- PI 12" ' ' 'ii•fil% 145.8 Ls- - __ ., ....! ..* l'N 111' SDMH El4 - 15" pv ---- Ct, .,...,.., ... 41+00 0 c i / 0,:--05..-, „:> ")e:%,-NINTA' 4 SD CD SDAD-B4B ,..., ..... -.r. . __ ... -,,,„_.....196,..,... 41 \ . Mk.Val...1.91,010.MO.0..AMIT .1.:11.... . :•:::::: :,.......,:::::: ....N.,,,,,,,,,,,, ::::....,....,:izi.,,,z: STA. 39+03.09, 0.0' RT ...... o - (CG4 MH) -. r.............. ............. .........------ . .. ,,,, „, ,,.,:.,.. ............ ...... 5 5 .......... .............. ..:: ::: ::::::--- -- ------ ------ '''''' ... co 0 I I CO Lo t 4 ---------- „,".. 's, ......,...,,,..„.„„ pot..b.b....a... ........................ ....W.,.........a...1.1.1591404...04 0"...a.... .........0..ler. to.......-------.. ... 4.4 .• 4 ' 4:* N ' SEE HET C5.1 c‘i z 1 , S 05 1 4 ‘„4, I\ \ 0) ‘01,tTn" i k, 0 1 .q FOR ACCESS STORM . . . / to' ,, ...,... ....................... .........,, ,,,.. • ct „, 1 So \ 1 % 1 • co 1 1 1 //X ct X X trX X .......„ (atft) tx .1" l'-'*' IX i 1 I • - I ES 11 _, I t VI )L------ x x x X X CONSTRUCTION PRO P 01:C 1 sssE 1 TDODSmAcmoN:E.osHu CONSTRUCT I.4.1.FAA 1 tij+.1 STORM E 361 55.T63(.42C 85L"NOTES LO . Of se 11 ,' 12' 'PVC Si N, too k - .--. cr 12 .,... siallnj . %,,,,,,,,,,, / 1 . *it 1 1 tir) / Ct. fr LO Ni" co ° \ .. \ \ \ , ___, 1 , , . ,„,... - cr ° II i L. 1 c„, - i:.. x 0 Lc) 1.-- ,,,y. _ ,. SDCB B4A - . 1 .....n -,...„,,,, i 1 ' -- ® SDAD B4B , , tot _ _______, - -...... N.....**1 I c, , . I \ . N 1 ..„„. 8 i n."" ..*.......•,,. ,,,.......„., STA. 37+33.53 , • .. t ..„ % \ ..,, I -,,,,,,.. CONSTRUCT AREA DRAIN ,...........,, \ ..... i to t -1 •%, , • \ -...„4, i 4 4 Mr _ y y , s 1,.. PF i \ 7/ 1 i .,.. t 1.0 EXI...TING WATER QUAL ' • . to .4, ,...., II 1 1 -.....„.,... CO STRUCTED UNDER P:RMIT # „ Mil 0 \-1\ ..,>: SDCB B4A \s„,,,\ . a 4..... , t I t.. N., .N. a 4 N. ; I I t * i t ... of 111,ma...* ... ealieft.. ........ \\,\\ , ,66 \\ \ft.tia 1 1 "..,,..... " MM 12007-00019 STA. 37+59.30, 7.67' RT ... 'Cs, I -- 153 .....,__ \\\ it I 0 CONSTRUCT CATCH BASIN SDMH B4 U") Mae" L(CONTRACTOR E oXcISA Ii.INoGN IRRIGATION IN I GF AI TETOLI DO vN RL 11 FN yE LINES \ t...., \ i4 -c II II 7,.., .74 % 1 ............ „ i STA. 37+94.47, 0.0' LT ‘,..f ‘ I %,„ %, i 1 0\k 1 %',..:. 4 ,-- 4, 1,1' N. Cr 1 C.:) I CD \ ' Of 1 ', - Cif I Of 0 1 _...., , .\,..„ -„,,,,, l ........%'6,6,,. ** _ W CK V) Cr SCEOENSSTHREUECTT CC9G.1-48 MH L11...1 1 „„ , ,,, 1 -.... EXIS 10G 8 "ER -GAT:D PIPE '" cr j v) cr cr 4 { *. 74- '....''' i:i Li- t4 ,„,,,,,,, S CC Of -------.. ® SDCO Al A W F. 1 lct - I 0) t N, W ir) , • „„, 1 1 CL Li -.. STA. 40+56.25, 212.87 LT ..., i w 1 LIJ a_ ..„ \ ,,,,„ -...• -.. i.,,,,. .... CL \ CONSTRUCT CLEAN OUT .....11 0 a 4 Ili ..... 1 (0 t N. ,I . , N 't:44,4.4..,,, i 1 ........... . . ..,. ......., 0 ..,... .... co RIM: 155.22 '4,4 ,%,. ''''''.*4.*.%:44:;iw9itreitn:4:41ti:405.:4"..‘‘ ill litillti \III I 1 ) jol- 1 .....1 0 SEE SHEET CP9E.R1F (N)=151.33 Lii-fircL11- >0...< (1)....11m-r ' 0000* .__,„„_. . \ .„ \ - - ....... 0 t 1 N % NiPIV ,,,,,,,-\) \ I a®� ,i,,,, 1.1..... 11 I 0.--1 i''C° X %, :::: \ " thi 1 % %\ *:* . (. ( ) \ ....i - , , 4\ 1 N 411/ \ 1 0 CC) 0 40 i (N.1 1 , *,it,, 10' , i CVC)C° 1 CNI 11 4 4 1 , 4, \\,, 1\ %,,,,,,,, , ' 44.4 4 0 • C 4- -4,... 0,,,,,,,,:, 1 Ilik• 1 CI ii 1 ' N ,.,. .., 1 ,E CLEAN 8u7T L T (,..- 1E OUT: 6" PERF (N)=150.83 0 Cr Cr 'A d # \\-ls--\;-:\ il SEE SHEET C9.1 ...I N . , / X ct 1 1 X Z < (:) CK Cr '. 0 \ . e.... . ' 11411114, '411410/11 4 110 '''''' / - _ Er fh rt Of if I - CC' SDCO Al C \ . \ '',,..„,.., 0 0 . , _ i 1 STA. 42+56.25, 212.87 LT , )111111L '''!1;'4C"--... < ....„ , .„ at I CONSTRUCT CLEAN OUT 0 \ ‘.0 --........, ,„,,,, .4. ., ., I • \ \ RIM: 151.84 (CONTRACTOR TO VERIFY IN FIELD) Z Z i I T 1 „ % \ . ...„. ,. % 1E OUT: 6" PERF (N)=150.33 ..,.., ‘ IiIii ... I %, it \ \ \yfw SEE SHEET C9.1 4( _ j 0 .... lisil ,,,,____ i \W 88 q) 111111111%.„ l'N.• N. N.. toPlsk...... 1( INNerl CO .......^'''''' '' N. ... M 2---IN.-- - - NA , ,,, ,, \>IMIll ,4 '''''''''..r<o.-" ,,,,,Z.,7"--"*°"'"'"""" °***".....m,,6(' „.„,... ''...- , R,..._ Almon...7...„ , A, %, im6si 9 -„..„ \ .%N. ,N, • allailletemme ::::::::::::: :::::,,REEEE.: :::::::....:.......... ::::::: t ci_ 2 , -..."7-7-7-7.7------ c .-................- 110.0.,.._''‘... I NOTE: CONTRACTOR TO MAINTAIN ALL ...,... 1 " ---* --41111arifilt___...\---1161■-°111. 111116 -"- - , ...vinkls imookom.low mom■rnalsowii,r,■••••,161 wour,x‘ik‘ ,,,,...,,, -a.m.,.4....,• .I wrompa,a=4111.4•10K4•1•01.1.14111111k1W 'WW1&W4 lirrr ...., 4 Ilk 7E14 11110/A6,fit,tzi,irl. 414 TALI,NI ii Li *7.0,m,•lc.tvolip. 4;4. Ili oip iii low d.,yap di., iiir ,,,,,,,.._ di _ „.r,,,,, ,,,itkle.,„,,,,1014,?,......ywv.Kokiiiii.wuviiirlsoileiniiblri■Nweiar EXISTING TRAFFIC CONTROL SIGNS ....j u j Z io,,,w,„„a'abroh,, N„oi.N,,,w,,,a,izr,,,p,..v,cx, %riok,,to,,,,,, i.hat.„ir,m,„. ,.il,vko•F,„,opvr..,Nw,, 10"worliwrivittlitItkliviw444,wortildiv- leowisiNeiviii0,1100.4,6740,4011 ler'VI.IAithe Ny 11 *Kok waft fp„.,am,*.0,-,„.080.;al*Viiik*711/0,„to Illt *Illry. 111),M iii lb, .Iwo/ 0 wow ilk 17.R iii DURING CONSTRUCTION _z _...IF, _...: _ 3,, ,,,7 ...111■ _Alai. ....Mk.,,,......,..,,d, 4,,,MIL ..., ,dab .AIL, *.14i/wilide&.0, Of..di&* Auk 0 tia 0 .1„„.„,fe..t-d„,..„„,,,,,,,i• ti,„„a km.a, _iipak e...-....sw), a, ...,,,.,e, ..,,,.. 0 0 0 -11 ........I 1.-- ..........,..mrr..=:z.....:::....7.2..........7..... ........ ......._ -....... , • • ---. „-- , \ blk %Iv ', '44I■ N,.,„,........ 10()) \ i:1-- 1141111111101117° . 90..f el..effeas....e....meat...ems emommwom■ ...■■■■ ..........■■ ......■■■ yr. 111$ 69 t........„, 44 < Llasi < 1 ..,,,,,,„ 'I 7 ,,,, ' ,,,,,, U. ,,,o,.:,,,., .... . , i ...„.,....,. .„ \ , „ . .. .. .., 4, , ... .. \ , t / N. .0, .p. '111,644; '*"" ' \ \ \ 4 ,,, „,,,.,,,,,,,, ,.. ,,,,„ ,..„. h..., ,.,.1,, \ ------ F-N- < 0 ...... _ ...„, , - ... .1-.,.... ..... D 2 D 01 , 1 ........"............_ I I 4. ''.... s.), / -,.:.., ............ -.... -........1 6 - *itgl , _____ lit• ...fTh, , ,..., ' EXISTING UNDERGROUND UTILITIES SHOWN FOR REFERENCE ONLY. CONTRACTOR TO LLJ VERIFY LOCATION AND ELEVATION PRIOR 0 < 1 TO COMMENCING WORK. NOTIFY ENGINEER (0 IF CONFLICT EXISTS. 2 I ... frirCCcp D < cr 11--- 0 CO 160 160 Z z 0 i 1... \ PROPOSED DURHAM 1\ ACCESS ROAD SURFACE EXISTING PLAYGROUND tr) ma- I.: c3-- pm. (...) ,,...j \ -"--- GRADE tr) 0) tri 0) 1.... op + "d- 0 I- nt - _ -4 •ct- (0 - ell.:3 1,14.i. 0 I 10...... *.,..Sidsx. 111...........u..................................„....4.M 1...S.0.1Mmameeto *pax* Wk.. 4.1610.7RateaSe......A4.4.......... ......... ........"*. ....RN \ II II > .4- ii CC Ewa 41 < _J ii W EXISTING \- 4 t--- 1-1-1 > A 6" PERFORATED ..... (f) U...1 ....., > < _J Z ----- A 5 0- ink n F.- 1.1J II* ....- EXISTING 0 G IPROftN DRAIN PIPE - -, SWALE 5 a- 150 lal 0 125_8 LF - 15.0" PVC _ I . a 150 - 0 SD sz,.._a 50% a m 134.0 LF _ 15.0, 3 034 P VC .0.4.,0-0, Cr 0 II SDM H-B4 (CG48 MH) S=0.5% - -......., ........ .00.0... ........... ......... Mov...... ......... 46/........ ...ise.... Atate...... +M.o.* KI, .. SDAD-B4B N. o 'OUTFALL' STA. 37+77.30 C) STA. 37+25.28 rn h 'ACCESS' STA. 2+84.52 EXISTING SDMH A-1 (48" MH) 41111,* OP 41 RIM = 155.30 r.... cri RIM = 154.43 STA. 39+03.09 EXISTING isf mai- + Lo* RIM = 153.37 OUTFALL A-2 ittir C IE CUT = C■1 in '0 1E IN = 150.82 (12" N) CLASS ::r4::, Lino r C:k.4:5749.1,0.1:.y'Ei4G 0No.e ocz.4)006) I+ N. IE OUT = 149.79 (15" E) 40+12.70 0 ye. EXPIRES: 12-31-08 151.67 (12" SW) 1E IN = 150.82 (12" E) 500 RIPRAP SEE PLAYGROUND PLANS IE OUT = 149.20 (10" E) illpt F"'" 25.3 LF - 12.0" v) - IE IN = 150.82 (12" W) - - tt....41.k., imhiew DATE 1 04/11/08 < it 1E OUT = 150.62 (15" S) - bilike,A PVC SD S=1.00% tni... v) (n Z DRAWN I RER ° --I 0 39.8 LF - 12.0" EXISTING DESIGNED I RER 0 < < < __III-6- La j> PVC SD S=1.00% OUTFALL RIPRAP SDCB-B4A N.,D __I SCALE: 1"=30' I CHECKED I AMR STA. 37+37.82 00 L.LI ITINNInimilmimma PROJECT # I TSD6701.00 RIM = 154.37 H 30 15 0 30 • SHEET TITLE IE IN = 151.42 (12" NW) IE OUT = 151.22 (12" SW) STORM OUTFALL 37+00 38+00 39+00 40+00 41+00 42+00 43+00 SHEET NUMBER OUTFALL PROFILE ( ... SCALE: HORIZ: 1"=30' VERT: 1"=3' (LI .J N O I i co,-:. E y 1 Z b d. g . +=a1 �, eh • il � , ii C LO CLI o co ■ WI RKINGi LOT CONSTRUCTION NOTES 1 CONSTRUCT STANDARD CURB $ h.. . Z SEE DETAIL SHEET C10 co (� i 2 CONNECT TO EXISTING CURB ,jam � 4, I `' I INSTALL HANDICAP STRIPING AND SIGNING .�,4 41�� SEE DETAIL SHEET C10 - EXISTING • C AFFIC PAVEMENT SECTION (PARKING) 0, S �i CONSTRUCT AC»TR mot.ROW LINE X X X 4 ,� ' -I--_�_ 3 AC OVER 10 CRUSHED ROCK C'� SEE SHEET C5.0 & C5.1 FOR ACCESS ROAD DETAILS �..__._ 'At' 1PAPir t: TRIPING TYP 1 IIIIMMEnwipwrishos,war�� ►�1 c - INSTALL 4 WHITE PAVEMENTS ( } G 6 D 1- DRIVEWAY TO PROPOSED BE CLOSED STRIPING 35.00 INSTALL YELLOW PAINTED TRAFFIC ISLAND 19+00 20+00 21+00 _ ... _ HA f S CONSTRUCT 1 0' WIDE SCUPPER THROUGH LANDSCAPE _. __._ ._ -- -- -- I - 22+00 D ACC:SS STA: 1+00 IN DJRHA ST A: .--1 23+00 =. AC ISLAND FOR STORM WATER DRAINAGE. R r rr. - , i -- ....t 24+x.00 25+00 SEE DETAIL BELOW IIIIMIIMI BE. CLOSED -- 4-- d 24.00' SW D _ - DURHAM/� RD 50.00' 38.00' SA CUT ' (221) CO .r ` -,. .� .- 5. 0 a ,, .d •. ,m• .,♦ , . d•,a °"* a `., A r ,, ..♦.. A .. ., a .. .. ... .. .. -. - R"'""^^^_O�.°'.�,,,,,,,,,,,,,,,M._.• , , � f. � � � :'Ir1' 33 � 7.00 . _ RELOCATED µJ ,�,�� BOBO� BO : . N��. --��►'- � � OB 0 a 0 )93O B 0 r., �.o o . o .•o o 0 0 . •. "IGy : ;-a- � 4. -4 , . 4 4 1111011111ervatlia, _. Q - ROW LINE +� •:. :.•IN Q j`r�r LLI p�• f� � � � � G.J .�s�i� ,�� * •.♦d' d� .a� � � �'��!��■�• \ . .....0 0B0 10, --,.. 0110/Maril• . . . V EXISTING 1j1IhL 810.00 Os' 835.00 5.00 ,.... \ 0 , ..` r `\ r' 87.94 '�. PROPOSED R10.0 s 845.38' NEW o 0 0: I ROW 'VI ,' . .'°: ! SIGNAL .• ROW _ PROPOSES j 14::( Full ,,,,s.„., ,,,„,, , ,,, %v. (.1011111111) 0 ,,kfrc -., I El �. 1 _ 6.00 I 0 IVISP.1 ..... >a =Imo 1 R\ O� ):( e J'� 4 \q r I 5 ,• ' fff»J I;��` ( CO 111.58' ' ....., , . �.�J ,;■ j) v 0 i ‘.4 'a \ / 4 0 F Pg: !� 810.00 �- 835.0 �.� 4114'#4107.10,r : „� b' - 816.00 85.00' ,k 16.00' AC,. I ..(.. a SA CUT `' '' t R2.00 V .a <;. 0 0 85.00 R5 00 rl.jfyA"w�al,.11�:� 6.00 • r�,l�j •..,. #� R5.00' y 1-114-1., '••,fl.l�4i.R,a 11;y�:• L � d a,♦ �A. .A' M. 4, '• '� 4 d 10• ��, .�,�. ►�►,,, . .. R5 00 .10 , i Y 'AVM 1 d ,�. , 5.001 i ► 7� ;�• . ,--� 040 . f :• 85.00 '�,(� *• r�tr 18.00 A . •I. NEW CURB 8 81' ,+ !*,; f R�l a hr�/ //%0 �, . , • i .0 i 5.08 11�1......11`2- 7\,, f !eV,---.. . •s K f •• 0.92 0. .......1 I-, , , ...- / SAWCUT �� ::,. 42.14 �► �� ffy ...,..r ~�Ill ell •., \ I MI, el ) -15.00' \' ► .: 9 fir 82.00 Z /r R30.00' rd.• 1Q r� a II 0 32.00' .. i �� O Lek °° �' 10.94' �...1 2 D 16.43' ' ` ' , SC °°4041?- a �I : , LL.I • ö52 -•.--- R45.00' ,RD 4 # �► : ; it ND ytf S I .J', ♦a CC 1 IP f INN num * 'X 8• R5.0O' ♦ S ' CONNECT TO ��' 5 G'�-S , ' 845.00 �,7 Z CI 0 _ _ _ .0 �"/. ,/ p.G , . a. . ExISTING FENCE � .. 3c).. • .08 5 X 8. I; ' j ,� I► A ( ;4 f .fffff»., 83.00 °' - -�/ 1 0 - .� 18. 83.00' ' II `� 4 = 6 85.00 ►� /►`i� op ® 41 ♦: < C;r0 ,{ , -3.00 83.00 83.00 I .:' �� 5 � 1 1 I '8.00 83.00' POTENTIAL 28.00' It -Awl 18.00 R45.00 o PARKING (19) t A d � ,� 83.00'0 85.00' ' lirr\‘.- n . R5.00 I V CHILD PROTEC �""S ANDA ,D 26.62' 'fafY. 40.00 FENCE � �. 0 tom►X 51 0' .''•, .,. :* , 28.00 -�'' 1 0' 55.86' >- ° ® d' J R73.00 ,.-� -p- 0I1<4., PLAYGROUND SUBMITTED UNDER ;� 0' • *CM 39.99 0010 .; ,� t • • ♦,' -tee.. .�• :. 6 i r► it44,1#40 ��..., „ f PERMIT # MMD2007--00019 ,� �� f 1N -; • 39.9 6.00 �i �� 6.00' R45.00' ` N II I F �--,. :. , ,,,,r. '=•,"�"', MAZE GAT MAZE GATE II 1 m00 ':. k00 40.00 "��i�:� ^ �'� (TYPICAL) (TYPICAL) ,... 4 / __, -, , , ADA RAMP `:. ':. - - S V - _ / �� °" gar •. •. L011illi Z„A.E. G 0 •� I ,�, l • ,o e (TYPICAL) PROPOSED r`r+►� � `�,�'�"-:>,�. , '' �� *��►�' :: T JItT;'>%..S 8300' FIRE u b-HYDRANT ✓, ,T, 4; -1'''" _1(.....,./ ._,, 20.0' �#�� WATER QUALITY ��s�- GATE - W - � � -' SALE 4I i_.... '�►' wifto�<� X ' ' � 1.50' If*'' 846.00 ADA i � R3.00' \ RAMP # TING . {� EXISTING x �p PROF 1 I 1 si.. SOCCER FIELD 0 C i "1 LANDSCAPE ISLAND DETAIL 0 =�' '' 9( ii x // ff 0,EGON i y }. 15,2oa�' c,,c) I 1 yONY Nt.`k I x EXPIRES. 12-31-08 1 � � 1.- IDATE I x Z DRAWN I RER I DESIGNED I RER I1 SCALE: 1»=30' f CHECKED I AMR ::C1T .E I TSD670100 x 30 )5 0 30 I 1 PARKING LOT PLAN . 1 (J) SHEET NUMBER -41)((--I � x 1 I a _____, .,.. , , co 1 ___ ____ ii ,\ 0:,.._ _.,,y)_(___,, ,./,,,,,,,,,,,.11,,,)00 .-,,,,,,x,.. • & 8 g oz Pie, c4C0 i 0) . 0 Nt. CO 11 IS 0 5 Lo i _ t >4 0 co 0- u_ 1 8 1 I 1 w z 0 g . 1 I 0 0 ' 4('‘..ii• 8 ...::*1:.±45' _ c:o to S V, _ ___. _ fa ____ ____ .....— x ..___ ...._ X- - ,°, .i W °Iv- a co 0 I LO LO . 0 ! 35' AA 1 .'‘. 50' I E'rb ) I I x x 1 1 TAX LOT #: 2S 1 1 3B000300 :SHAFFER LN PROPOSED ROW I 1 I am, 0) CO . alblimisahmettamweinioltwour I I • I •,, I COLL, C\I* 0 1"1". . . '4,0 0, CI) 111■111111 M.W......1411MAR.16101110MINS. ".....,„,,.., I I ---1 4.- 0 -.. I I i Cl) °I‹ F. %V.'''' i ibbL '•. : . 6 I Z (1) . m 0 *-% PI 23 X - I I I . • . It' Z 0 ---I c 0 III CI I Car) —.1 1 (' .., .,, •. . ... . . 0 \ 1 ' : 50' ...... CE Z < 0 . W Hi" 0 (1) ; * .. It ". * . :-: oto.:0:61 . : . r Al 2 Z i . 0 J, ., %' 0 ' Aiti _ se CI ;,.., a LL.1 C,) .. 0 --.::±45' .,. , 1.4.0 35' Co F- 2 4 Iii CkX7 , = .: i :,,. .,±48' Z u j Z I . ... ", ,d4 II -: .i , — — — — — ' — _ __ A 1.11 _ ,.„ ____ _ .2. ±44' ..... 1 1 1 -...k. 1 ,.. woo lk TAX LOT #: S1 1 3BA00500 I .,-.„ 1"1".1 — — ..., _ _ ,...,, ,... ..„ I 4 \ .... .... < 0 i'. .4. .:-.: .., , < 2 D Ea ,., x .. /7„-- ,\ , ...... ,,,, .,, ,.. k °. \ 0 1 -. . .., . 14, . . . 4. - I 0 i 06 1 0 0 i **ON -.44 :-,7, fr 0 X I / i IV \ . 4 *4? ' 1 ,- 33 I cr < cc 1 1 1 i , , , „, , I , 6 Vi t • ,dilk , •4 . 0,s: .. Z.:* , . .., iN. it 1 • > I 0 D (D < 1 x 33 II CI a ..., (.9 1,1‘\___ .c,,.... TAX79L,.....50,0;TS#W:/2D, SU 1Rz1H3A BMA;0R,„0:1,)4,,,0/1 ,. 'Zi •. 410,. .:?' $ ima— Fi- x 7 .., —, I:11i:*.:4..,.:1...'.: 0:11.1 0 \j!.• *.; PROPOSED ROW-\\1/41 , , \ / 0 •*.. %11‘ ''': CP 0 '\\"\\\ .. . 45' I 4 1 35' j __ x I - , .,.,, „ ...... -----. ii / ,„„„ -, 0 ..,.....i... '' '''..i,..*:,,. . , PUBLIC STORM EASEMENT ,,/ ---.., '--.1 -57,A ‘ v ::::* 50' I / 1\ I I z Z 0 I x I TO BE MAINTAINED BY SCHOOL DISTRICT r,,_.,_. x ___ , ....________..._ x , _ 4 _ ___x_____,__ x x 7_ ___ 7 ff I \ \ \ \ • "it"' ** i= a. 16 , ) • I 0 re \ \ " t.. 1 0 ---,•••- x 7---.--------------. ----EX-IS-TIN-6 W--Q-S-WA-L.-E ------...---•-• .4,5 \„.„.. TO BE MAINTAINED BY (ix .. N ..k. , ACCESS EASEMENT I X Fr" CD W C3 I /... , CO 1._. ___ __ SCHOOL DISTRICT _ , „,..,,,,, i PUBLIC STORM EASEMENT _...... . 15' o -4° (CASE C074583CV) 1 ililingiagadatafeig i I 1 ( ) w . I 64 (,)". ......_ --............4.,_ _x --„-------------1 - x ___.......X ' ;;....."•°^.,XMUICilllNZIOMIIL....X.....SOSIZKi..Z1X1262:NV..... „„,„ t -lii , ''''/ /,,,, , 2 .' ,,,` / - ,• ci ./ ,„<:::/ fxr i Cr I . 1 60' *cs TEMPORARY CONSTRUCTION / r I a ,,.,....Et 1/47...E.C:017.44 58.4 3C:::11 ...4 .,,,,,,,,,,, ,,:,° icxak;:\,4T,\\.:„.:',„\,,'.::,,,,,::.-. :::,/,.:;:, 0.„.":.,,,,,,,ii1: ,,, //if DcEoD713C45A5T8103 Cl) I •c) '4: - ' .,- ,/e., y .''' , , 0-• , ,,/ ,/,,,,. 4- ---_, ---- 11 1 1 .,,,7,-\ ,- fii///,7//07,07,, • ..-',Q'A.,'4,, ,,,, 0 ,- ir ,. : ', , '/ A • RP Of ii, . , • . . • 0 1 ' • .4' '' (11) iiiieolp,.# #_.„/ • • ,..... .. _____ TEAEMs EPm0ERNATRYFoCRO NLASTNRACJAI OpNE ,i1:4444,,,, 4,4,' ,.4.*,‘ e.: D (CASE C074583CV) CC ,,.\\ .... .. . . ., • . , , . , „.. - AIH!..1/411'17 04:02411411:r.--- .. , 4,„01* OLL ish, ck° 7800 SW DURHAM RD , .,::‘,. ' ‘ '-‘,., ,. - . -** ' :, ,,_‘ , „,,,,, ,,.., ,, ..„..„ .4v , ,.. , i.,,,,, . . , 0. -fUN y 0. TAX LOT #: 2S1 1 3BA00200 '' ' ' ' . '''•:'44.4:14440 1.,!, ,. . . m • . ,4 .„,... / . Ti I 4 1.-- 1 51 22.74)3 1:0 8 ( 0 DATEEXP+IR 64ES: 104111/08 .. DRAWN I RER TEMP*7 A.-Y CONSTRUCTION I , .,:. Z EASEM : , x AL\ DESIGNED (CASE ( 0 74583CV) s .../ . . • . .. I— i CHECKED I AMR . I.. 11111Pri Lid SCALE. 1"=40' Cfl SHEET PROJECT 0wTI8T#LE t r!!!Trimelammeamimmil if- I. ;= TSRsEEDmm R . M6ENTS mar'1 SHEET NUMBER 40 20 0 40 II 8.0 a-., .. & g g U 6.- co -•. SIDEWALK WIDTH VARIES .•- z o r FACE OF CURB 1.5' W/CURB • ;� 7,25' c d e PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN co • . 4" THE LOWER 24 OF THE THROAT OF THE RAMP ONLY Lo OR EDGE OF 0 W/0 CURB , �' ,100* ir,�, n �...- �, s' 1" 1 1/8" ARRANGE DOMES USING !N•-LINE PATTERN ONLY AS SHOWN !N ROADWAY 14' - , * �osolt ap. SIDEWALK o „ .•iir1"�, *101,,,,�#tv�,, CURB AND BEYOND DETAIL RIGHT. COLOR OF TEXTURE TO 8E SAFETY YELLOW. ti ti I_..__� -0 �'-�" GUTTER 12 j�- f...,.a.. 7 1/4 1/4 FOR CONSTRUCTION OF SIDEWALK RAMPS OUTSIDE OF PUBLIC :..:.. .• "'I:*:....'" " 0" 0" RIGHT-OF-WAY CHECK WITH STATE BUILDING CODES. 8 Lt* A • • 6" CURB EXPOSURE '. r. 2... `' .,-.4::...-.,• > 4: 7.25 0 0 18" Z m ■ i ■ TYP. 6 MIN PROTECT �.■ • 1 •-- " c. CUSHION NOTE : BEVEL CURB CUT FROM GUTTER 1.7" 0 p . NI ■ T 18 TYP• TO THE BACK OF CURB AT 8.33% Ix ('1•. • 0.45 _ s °o CENTERLINE 2' L3 GENERAL NOTES: R I STRIPES IF ■ ■ E- T c. I. - ALL CONCRETE RAMPS SHALL BE 3000 P.S.I. AT 28 DAYS. SECTION A-A " �!CO EXISTING � � v U � � � � 0 2 °' 6' ■ I • 2' 1' - -- ROAD 2, - RAMP TEXTURE SHALL BE DONE TO ADA STANDARDS USING TRUNCATED 0.90" ■ ■ i WAY DOMES. CASE I: SIDEWALK WIDTH EQUAL CASE II: SIDEWALK WIDT �- I_ all ) © © © ( O w Cl)0) to I ROAD TO OR GREATER THAN 7.25' LESS THAN 7.25'. O z -' w 7..... A (FOR DIMENSIONS NOT o .q o 3 Im 1--- ■ ■ WAY 0 0 0 o■ ■ ALTTR�IATE AD/� RASP ) 0 0 o c 6 : :: d SHOWN SEE TABLE) ww U ■ N.T,S. ''/ e Ei 0 L PAVEMENT MARKING DETAIL ---.��•►- ) © © Q L � RAMP DTH „ 90 SEE PAVEMENT A ■ ■ MARKING DETAIL » 7 » _� � � 1 ■ 10» 24s 2f CURB n. 0 MAX 6.Q' CONCRET§tsi 'EgEt6 4s � `-�-r•. 4.0' MIN. 6•0. RAMP TEXTURE DETAIL W (N1 13 �� 2» 21�6" �» B EXTG AC PATTERN DETAIL f 1 '� N.T.S. JJ 1. CURB FACE OF CURB W/ CURB W/0 CURB SIDEwAI_K RAMP WT OR EDGE OF GRIND 1-• 7 ,SPACES AT ROADWAY PLAN VIEW " » 1' EACH CURB T'�3 -n SIDEWALK HANDICAP RAMP DETAILS C. N.T.S. 1 DEEP X 18 0 11111111111111 WIDE FOR EXTRA �' TOTAL N.T.S. -.. L* ... .... 6' DEPTH AT EDGE PARABOLIC 1"--" � G CROWN MIN AC SECTION VIEW A-A I I I I Sym. Abt. C.L. SIDEWALK CURB RAMP AT CURB RETURN >al NOTES: N.T.S. : » OT *1 -fi MIN fJ L2- 1 *1 -fi MIN 1) ASPHALT SHALL BE ROLLED FOR T COMPACTION PER SPECIFICATIONS. *GRIND 1" DEEP X 18" FINISH EDGES BY APPLYING TACKCOAT & 0 PAVING MATERIAL. CURB JOINT -, WIDE FOR EXTRA DEPTH SAND SWEEPINGS. 5 MIN. SEE NOTE 5 ROW MIX ASPHALT AT EDGE 2) SIGNS MAY BE REQ'D AT THE DIRECTION OF THE ENG'R. 2� T SECTION VIEW B - B .. - 3) CUSHION SHALL NOT BE PLACED ROAD r• _ 1 '�• •=r'}Sr.r�}4't'r'r�3r�t�}fr'�;,-ti--�} r�?:r:hTR:r�w- U...I N.T.S. w w w S2 -•- .--_•. ,......• .e.....;• ,I=4=11=11:=-11:--- 11-11==N-11. . ON ROAD GRADES GREATER THAN 8% ALUMINUM SIGN PLATE : ,1:_:'It°�1=11-1i=��: tl'11- WHITE BACKGROUND. Vai 4) PAVEMENT MARKINGS SHALL BE WHITE 3/s" I `3/8" 1" HIGH BLUE LETTERS 2" OF 3/4"-O" BASEROCK 12 TYPE B - PREFORMED FUSED INN t AND BORDER. BAKED ENAMEL. COMPACTED SUBGRADE Z * LENGTH MAY BE FROM THERMOPLASTIC FILM. SIDE IAUC AOJAIIIT TO CURB U..I 7.5' TO 4.5' DEPENDING ON 1'_6" te ROADWAY WIDTH. DO NOT INSTALL ASPHALTIC CONCRETE mumm IF L* IS LESS THAN 4' � , 3" 5 MIN• - ' Row SPEED CUSHION DETAILS ., 6". . _ ■ GALVANIZED STEEL POST--.., -"`-'�2�° • ROAD .... �., �-• ,: _% .....,,.�, ,,.,•�--:•;z'• ....I < 0 .' . iPt'rrr.r-}<"!. ,),viii r:..-"rFh rYrT. 'Kh n 7 SPEED CUSHION VAN ACCESSIBLE SIGN fi.0' CHAIN-LINK +•••• ;.•,tt»; •t =11=11=11=11= I1=11=11=11 HANDICAP SYMBOL WHITE ••,.t.: 11=11=-11=11=11. 11r=11 - ROAD 26'WIDE OR GREATER WITH BLUE BACKGROUND 4.0' FENCE •••• `•`r•" •`' ' Q SPEED 25 M.P.H. OR LESS T " 4.0' 3 • 2" OF 3/4"-O" BASEROCK F.- �"' MOUNT HEIGHT COMPACTED SUBGRADE 7 4 W a .0' O * • S�IE','wllt,lC AWAY FROM CUM Q 1 w -i- or o NOTES: CC -i-• NOTE: MAZEGATE TO BE CONSTRUCTED 1. CONCRETE"SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE W r FROM SAME MATERIAL AS ADJOINING FENCE OF 1-1/2 TO 3". Cr SHARED-USE FINISH GROUND 2. PANELS TO BE 5 FEET LONG. ..■ �i PATH 4, CURB INLET CATCH ;:::::.1 ,::::;_.,:;::....i . • 5 0.R(TYP.) MIN BASIN(T(P) 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, �`�„ BARRIER AS REQUIRED '_ " MAZE GATE DETAIL UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 2 0 MIN NTS 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE W 11... T SIDEWALK 1Z-T• PLANTER STRIP CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT wiTH A MIN. 1/2" RADIUS. I-I �2-I 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE m ', ■ CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. • 18• is"..---3 4•--- OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. A4 • ••' i 1 :.T PTYP TYPICAL HANDICAP PARKING S'GN 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER At : : A NOT To SCALE PLASTIC PIPE AT 2% SLOPE, CONTRACTION JOINT TO BE PLACED OVER PIPE. CO • • P ROAD CONCRETE SIDEWALK • • N.T.S. • • VHUMP �'o o d o o a a Q Q a`o • • 0 0 0",•0070a0000000•0^O Q 0 CSS•B ■ • a�r 0C}0a0{T�,•0 0a0a000fl0a0a0 000a00 r'. •"0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 r 0 a Cb t3 O Q 4� • O a a CS 0 Q 43 0 O Q +� C3 O ■ • Z ..;00000.0.000„.0.000000000„0000000,,0.0000 Z ■ (` ■ a s 0000gQ0000r aoo 000Ooaa0o0o0Oa000C?0a0a, .o0o00' ■■ -••.- * e Q Q • Q 0 0 C? 0 ■ ■ , a ..„„ r- PAVEMENT MARKING .-000o000-4:::::::::::::::::°: ::::::::::::::::::::::::::::::0.° �► O Q s� cs 0 Q (� 0 fl C} a 0 {)' � w � U I■I Q g) CS O Q S3 t� C? Q Ci £� 0 C? s3 L7 O a £� C3 0 Q C1 fx O a C) C3 r Q Ck t3 O Q a Cs 6 I PLANTER STRIP a.-000aa00000,0a0,o0o0 0o,o0o0o0o. " sari,00000000 00000000.,;o0o00000 a s°a` DETAIL ....: a „ Qaaa0 „ � � � aa,o . . •� aa � � a � , .00.0°,00 • � , W za a , o O Q c, a o a o o a "• o a a o t� Q a 0 Q a « `a a t� SIDEWALK ..00000,0 a•0a0C.,.a0Q0.36 0.0000,0aa00,00000.0.0a• ,;.0.000aa0.00.0.60 .._IL_ VARIES -'s 0 IIIIIIIII •"a•0 i .a•aaoaaaaa.r r .{>a0at90t?at3a0aQ0fD0�5•OaaO+Qt�a0aa04?Qr '00Q0t�0 0 HARED-US a a o a v o a a o o a a • o a o o a a o 0 o a o 6 MIN. -•.. BARRIER AS REQUIRED a0.ooaa0 ,.a w Oaa0o0sao0aQ0 ,aa orsaQ.a R-aaCDQaaaaoa ,a0rsaaaatiQaa. • • C PATH • .,00.00.0,00,00,000,00...000.0.00.00.0000..,..%. 3 9.00 9.00 _° ° 'a 0 Q ga s 0 Q a a 0 a • o a a a a 0 Q o cs a Q a MIN. MIN. r --..__ . a-° C, c: Q g • . a g 0 a S , c a s f� O • Yid •-•,..----0.-.0-4.-41--.... ()5 R(TYP.) ._o a s as a a o • a a o o c� a a , AIIIIIIIIIImpr* « 0 s . C5 O 4D C} 0 0 0 L) 0 Q a C3 _.. • o,o,a .`a"a°a 'aao°o°aaaa. 3.5" Q PLAN VIEW 24°�" FLARE SLOPES 10% FOR LANDINGS EXIST.CURB 6'-0" 121-0" r- AAE��_ " 47.24" OR WIDER AND 8.33% FOR AND GUTTER PARABOLIC FLAT 5" � 3DE PAINT LANDINGS BETWEEN 39.37 AND s-o. / 2-10 STRIPE TYPIGAL / •� VIEW"B-B" 47.24 . (0 l GRIND 1"DEEP 5" 1"MIN. 47.24" NORM 8.33% t 7.00' CO x 15"WIDE FOR z Z z MIN. 3" " 6" 3" STRIPES 2' O.C. EXTRA DEPTH 2 2 co`� 2 z SECTION A-A 39.37 MIN. � MIN cow w 2 15.00 FOR NOTE 7 ON SITE CONSTRUCTION PLAN T AT EDGE M r ti •AVING MATERIAL: I TYPICAL HANDICAP SIGN 7:7_ 4© .-i5 N NN C•4 V') , , NOTES: i / I I CURB OR CURB C MIX ASPHALT ® ��,p PROfp AND GUTTER SPEED TABLE 1. ARRANGE TRUNCATED DOMES USING IN-LINE PATTERN ONLY AS SHOWN IN THE 4" ..5 , i Nt ---ur.--V7*\ 1 IDEWALK SLOPE:50:1 SLOPE VgRIES DETAIL ABOVE. COLOR OF TEXTURE TO BE SAFETY YELLOW ' r , 1'-6" 1'-6" 1'-6" 11-6" AGGREGATE BASE $rf�/,' i 2. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES. ' /7'' ` - 6'-0"PARABOLIC 3. TACTILE WARNING STRIP TO BE A MINIMUM OF 3' IN DEPTH. PARABOLIC EXISTING A.C.OR TYPICAL f-ICAL HANDICAP PARKING SYMBOL fi P.C.C.PAVEMENT NOT TO SCALE �A�ARD Er � O EGON ,� SECTION B B CROWN DEEP KNIFE JOINT SEE RAMP TEXTURE DETAIL 9` Y 15,2, SECTION C-C o.4" olA 91.00 8.00' 9.00 'L� o0 111111111■ _ 0.2" h�ONY 4 CONSTRUCTION NOTES: APPLICATION NOTES: .,17:105 -°�®��'�� "��• � ' ' ._ °-�'��_�'°"_• `�QO, +•, a0{�a000Qa0Cy 7 . 000a•0Oy0 0: •a.0°• Q Q a a s . , a s �, •- 0.9" DI EXPIRES: 12-31-08 ck 1. Construct A.C. speed table between curbs. [Approved for use when the . a _. ^°. •n, .a - -. �$ Fs a. Grind for extra depth at edge as shown. conditions below exist.] 5 b b. Apply tack coat over air-blown cleaned and swept asphalt 1.Locations per approved 4' MIN. SCALE 1:1 0 i\_.6" CURB EXPOSURE / I 0 DATE l 04/11/08 concrete. plan. HANDICAP RAMP GENERAL NOTES DRAWN I RER c. Finish edges by applying tack coat and sand sweeping. Tack coat 2.Posted speed 25 mph. TRUNCATED DOME , ■ _ shall conform to ODOT Specifications, Type CSS -1, CSS-1 H. 3.Tangent sections or curves 1. TRANSITIONS BETWEEN RAMPS AND WALKS, GUTTERS, OR DESIGNED I RER 'I with 300 ft. radius or larger. CHANGESRN WAYS HEIGHT. SUM FLUSH AND FREE OF ABRUPT -a- 3" STRIPES 0 2' O.C. i CHECKED I AMR 2. See Beaverton Standard Dwg 420 for barrier details. 9 SLOPES OF ADJOINING GUTTERS TYPICAL HANDICAP SIGN 4,Grade less than 8%. AND ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP PROJECT # I TSD6701.00 5.No more than two travel OR ACCESSIBLE ROUTE. SHALL NOT EXCEED 5% SLOPE. 2.0" SQUARE GRID STANDARD CURB (2' 2' SCALE 1:20 OVERHANG) SHEET TITLE lanes. CURB RAMPS SHALL BE THE SAME WIDTH AS THE ADJACENT VAN ACCESSBLE W t , WALKWAY. WARNING SURFACE SITE DETAILS SPEEDn TABLE SHEET NUMBER ADA HANDICAP RAMP TRUNCATED DOMES TYPICAL HANDICAP PARKING STALL NTS N.T.S. NTS tf:i a 0 . & 0 g 0 N N 0) Z ES R SANITARY SEWER CONSTRUCTION NOTES NOTE: -a • • MANHOLE LID TO BE 1' 2 Lo p ABOVE FINISH GRADE • 1. SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE 0 SET IN MORTAR MANHOLE FRAME AND COVER IN EASEMENTS. O >4 WITH CITY OF TIGARD STANDARDS AND UNIFORM PLUMBING CODE. p., LL, 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED 0 O 0 I OF MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER A ''/- �' z.,„/' 8 ' OR WITHIN A BUILDING, SHALL BE INSTALLED UNDER OR WITHIN FIVE (5) FEET OF ANY BUILDING OR STRUCTURE, OR PART 0 0 N z THEREOF, NO LESS THAN ONE 1' BELOW THE SURFACE OF THE CO GROUND. THIS p O O IS INCLUDES STRUCTURES SUCH AS PORCHES AND S t GRADE RINGS-VARIABLE, MAX. 3 LAYERS, .:.'' STEPS, WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED _ , 12" MAX. 0 © • O O CV •• SLOPE OF PRECAST ECCENTRIC CONE m PORTE-COACHERES, ROOFED PATIOS, CARPORTS, COVERED WALKS r SHALL FACE DOWN GRADE. •�.• AND DRIVEWAYS, AND SIMILAR STRUCTURES OR APPURTENANCES. -" - w 0 1 . ,, 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE O 0 p CAST IRON CLEAN-OUT 1 2"� x 6" SS HEX HD. NOTE. 1 PRECAST SECTIONS AND POURED. » CONCRETE BASES SHALL CONFORM TO (0 2 INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD RING AND COVER. / POLYETHYLENE STEPS 48 BOLT & SS HEX NUT. - . CITY STANDARD SPECIFICATIONS. "4: , VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO / IRON REINFORCEMENT INSIDE DIA. CO O INSTALL MECHANICAL SEAL. » " " • . CONSTRUCTION AND INFORM THE ENGINEER OF ANY RING SHALL BE 8"X12" WIDE, 2 DROP, W co t DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 ON 1/2" MIN. IMBEDDED 3", ON 12" co 0 ! HOURS PRIOR TO CONSTRUCTION. GROUT SEAL-) CENTERS (TYPICAL) 4" MIN. ALL JOINTS SHALL BE SEALED WITH 4. PIPE BEDDING AND BACKFILL SHALL CONFORM TO CITY OF 77GARD Al loll k -4" 3" MIN. WITH PREFORMED PLASTIC OR STANDARDS. " RUBBER_ --- RING TO FORM A WATER IF IN GRAVEL STREET PLACE 2" A/C PAVEMENT .:.. . to TIGHT SEAL. IN 4' DIAMETER CIRCLE AROUND CLEAN-OUT & '` 5. A MINIMUM OF TWO FEET (2') HORIZONTAL SEPARATION IS REQUIRED 24'3/4" SLOPE AWAY FROM CLEAN-OUT. ••o' i...*--Mil ' FLOW,"„_rar BETWEEN WATERLINES AND SANITARY AND STORM MANHOLES. ALL I I ° °. ' _ y'�.- . `�+;"�.c�3' ;,t ;; LOCATE STEPS ON UPSTREAM CONSTRUCTION MUST MEET DEQ AND STATE WATER RESOURCES ». I _ _ w w • 1 4. ,A•':kri. t'. �' _.0-.:` xak• SIDE OF MANHOLE. BOARD REQUIREMENTS FOR SEPARATION. 7/8 ////,�i/,�ti%//fi%///iii'////jr1/�, /i-i�/� /I/ • o. • o• I %� FLEXIBLE MANHOLE it 22" z e•c °o POURED-IN PLACE ..18 CONNECTION REQUIRED m a •.• 3000 PSI CONCRETE MAX. PER DETAIL WL-212 WW1 27" + P z °; •o' PAD. rn'• � 25" I I c=n v~i 45°SHORT BEND. °'_ °* MANHOLES SHALL HAVE A 12" MIN. BEYOND CO co . STORM DRAINAGE CONSTRUCTION NOTES , I 1 •; ' , ..°. 24" MAX. BOTTOM RISER, TO BE BEDDED o • , •o IN THE CONCRETE AS THE BASE TAKES 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO / 3" •7" ° o :• o;' ITS INITIAL SET. THESE PLANS AND THE APPLICABLE REQUIREMENTS OF UNIFORM I Ai /, .a STANDARD WYE WITH PLUMBING COD THE APPLICABLE RE UIREMENTS OF THE CITY OF 1 2" '.Y ��d °• PLUG AND RUBBER • MINI 11111111M rNMl W CODE, Q / / SLOPE SHELVES 1 TIGARD. 1 GASKET. Imall 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF 3" 3" MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN "•.' .,. ;If-"'" ' eq,;`: • CONCRETE CRADLE �L (.0) A BUILDING, SHALL BE INSTALLED UNDER OR WITHIN FIVE (5) FEET OF 23» 6" THK., 3000 P.S.I. CONCRETE CRADLE. �' TO BE WIDTH OF . , 4 . . e Q. o ��' ....� ANY BUILDING OR STRUCTURE, OR PART THEREOF, NO LESS THAN ONE I 1 1 TRENCH. 4 4 a A . I (1) FOOT BELOW THE SURFACE OF THE GROUND. THIS INCLUDES 24- /2 . - STRUCTURES SUCH AS PORCHES AND STEPS, WHETHER COVERED OR 31" UNDISTURBED EARTH BASE. ,0",' -0;..\ 1111h PE SHELVES < Fl" UNCOVERED, BREEZEWAYS, ROOFED PORTE-COCHERES, ROOFED PATIOS, ELEVATION FORM CHANNEL TO - SLOPE CARPORTS, COVERED WALKS, COVERED DRIVEWAYS, AND SIMILAR NOTES; 2/3 PIPE I.D. 1:12 STRUCTURES OR APPURTENANCES. TS STANDARD CLEANOUT PLAN CJ) 1. SUBURBAN TYPE NOT FOR USE IN PCC STREETS. .... 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. NTS 3. AROUND.INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY 3 COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND NOTE: Standard Manhole >1.4 DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION CHANNELS MUST BE ABLE TO PASS A 7"X30" A Cr ND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. 4. NOTCH LID FOR LIFTING HOOK. CYLINDER INTO PIPES. SHELF SHALL NOT BE for Less than 36" Pipe CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. BELOW THE TOP OF THE PIPE. J 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY SUBURBAN AND STANDARD RULES OF O.S H.A. AND IN PARTICULAR THOSE PERTAINING TO 36' 0 ADEQUATE SHORING AND TRENCH PROTECTION OF WORKMEN. STANDARD MANHOLE DETAIL (PIPE LESS THAN MANHOLE FRAME AND COVER NTS F_ 0 5. RIM ELEVATIONS OF CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT NTS GRADES. Z 1 . 6. CONTRACTOR MAY SUBSTITUTE' PVC FOR THE STORM DRAIN PIPE MATERIAL DESIGNATED ON THE PLANS. PVC AND ADS PIPE SHALL (I) MEET THE REQUIREMENTS .,OF THE UNIFORM PLUMBING CODE. NOTE THAT ...I THESE ALTERNATIVE MATERIALS MAY ONLY BE USED WHERE A MINIMUM ...... 2 OF 3' OF COVER IS. MAINTAINED, OTHERWISE CONCRETE SEWER PIPE, DUCTILE IRON, OR PVC-C900 SHALL BE USED. 7. PIPE BEDDING AND BACKFILL SHALL CONFORM TO THE CITY OF TIGARD STANDARDS. I I ••••• UJjE- . - Diii < _J Z 2 < 0 cr 2 D CD„I o 0 B I-- SAWCUT CI CD w SURFACING I CC MATCH EXISTING MATERIAL A A z TOPSOIL W < 1 OR AS D 1� I DIRECTED 1.--B ASE MATERIAL ,� 0 . CO i.- i . 1IIItiii l. Q Fre 2 w I � I 2 I zX CO IIMILli <W Q I m= C ".. ° i tl.as v'� Q° gym c� . ;:_i 00 I ON I �oFE PLAN VIEW 4§ o a a- a I ICI X M U W 1_ Y z f ...*-411 1 0 re p t I ' I ' I '' o ' i i i kik iiiiitkii iiipodsta iii i '44( iii4 „ ,,,, ii A A. Lit A I,* t■ AI.. if a i a a I:..'.a •. • . • . 710114 8 OF DOUBLE WASHED COURSE -'�; , ; . ` t'! \ \�A .. T ,�' a W w• MASONARY SAND `''`,`"':'` '4 ` , :;�,:::.:< '> • •♦ :• �t s o W W O•W+(10% PER VOLUME) OF / `itio i 64.t i+'.• •; \ ..•' • • cy - �?7 Q• •D (....) IATOMACEOUS EARTH SUCH AS "AXIS" � * s., ! :• CO RAKED INTO THE TOP 2" OF THE SAND � .�+►!+��,�• �•� •�'• � a.°C") D < 1/2 1/4 CRUSHED ,,�,�Z:P „i,�z. . • \ Cr• AGGREGATE COMPACTED `iie ` TO 90% OF MAXIMUM 4Y�►'-!'iu•►14444.;sr DEPTH VARIES :' '� �' a+� •A1�1!�Ii\�Y, ' • a -; 1 ti t •• + 2• f-- DRY DENSITY � ;�;, ,,� o •�►` (SEE STORM PLAN • • »•ilr �� ,i,• !�.�r� FOR INVERT INFORMATION} 44 °;* s MIN CO Z - 6" MIN ,,,��•.�.�.M••�y,�.�. ••�:. • ,••.... '• . 6" MIN BEDDING BELOW• �'' OUTSIDE OF PIPE BELL PLACE MAGNETIC TAPE %• ; •��,! ff 42• • : • • • ca d. ALONG LENGTH OF PIPE 'i . •:1��.`�x~j'! i,�►`', � " • �•':� z t�A k''. ��R��d n �Ys�•�-eit..le, 0I'V iris L�R' 18 SUMP ;•' a . 18" SUMP •i. ,� o o.:c �UJr J► a' RIGID PERFORATED PIPE PER PLAN "``�"!'" 'ta� } '' . ''' Li '�•DO NOT USE A FILTER SOCK � ,�. z. .r'�+ �►Y,•,ie// o / 4' MAX WIDTH r .. _ . a • . .► Cr • •a � y <• "� 'EGON •. // / ,'••i '9 u6,. 2�� -mod 6" -ow-- 22" --No- 6" k --Nod 6" -■-- 18" 6" kin-FRENCH DRAIN DETAIL \ \\\/ \ / /\/ \\// 0 U. 'SONY M. SCALE: NTS SECTION A-A SECTION B-B TRENCH FOUNDATION EXPIRES: 12-31-08 STABILIZATION, AS REQUIRED f..... NOTES: DATE 1 04/11/08 1. Area Drain construction in accordance with ASTM C-478. 2. 8" of 3/4" compacted base material NOTE: DRAWN I RER 3, Precast: Minimum wall thickness to be 5", reinforcement to be rebar 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. DESIGNED I RER 2. JOINTS TO BE TACK AND SANDED. meeting ASTM A615 Grade 60 or welded wire meeting ASTM A497, Concrete - 3. SAWCUT SHALL BE TACK COATED WIN BITUMINUS ASPHALT EMULSION. CHECKED I AMR 3000 psi. PROJECT # I TSD6701.00 AREA DRAIN TYPE II STANDARD TRENCH DETAIL L. SHEET TITLE SITE STRM DETAILS NTS NTS (40 SHEET NUMBER 0 09.1 CO ► N ______ ________ & 8 1 SW DURHAM ROAD 1 v co 1117 111 ES... in{. e ° ;4 . .ate 6 Zii: R 15' 4 4 A ,_A, ' • 4 4 4 ' 4 - illil r 7 4 9 E W A L 6 A .i, Ai 4 . I- + -f,- 1= CL L R.O.W 111- w �- ..I. 11 / 1 w Z m �� N ROW I�? cn / SHOVEL CUT w BED EDGE Cr'PJ Z U p • ` 1= - a § 1 a g i ;0,7 -.1.1 ` 1Q Nr. . im in ..._ co a W co c I STREET TREES SHALL BE PLANTED AS TO AVOID ANY 1 T I CONFLICTS WITH EXITING TREES OR UTILITIES. IF ANY diPe;` ,.!4Tff4 ` E CONFLICTS EXIST CONTACT LANDSCAPE ARCHITECT gl?0 1 CI b/ I a g ill PRIOR TO � m S TREET TREES S HOWN ON ONSITE DRAWINGS ARE F F. - REFERENCE ONLY. REFER TO OFFSITE STREET TREE a LAN. I+ ' 1 DO NOT DOUBLE BID STREET TREES. [ , 1 lrr PARKING sti III ..." (ID CO I 47ilif 111 lii tril, 1 N S'' 4i) I 1 w DURHAM CE - t' I .apos JP 1* 1 F..- ,..,3 0 r ,6 I (...) 0 - >( 1 CC 1 0 11111111111111111 I <( 1--- , . A I „..s'�• .tt-t�., - .J i -?' r% , ri 1 4 iii I v.• -•:I I2C 0 . . Ai,,,,, p 1 SHOVEL CUT r : . • . � IC� 1 .1 . •• < 0•I BED EDGE CT YPJ _ iii c 0 1 immiiiii; Q•. • • 1 • I ♦ • III 0,,,,,,I 2 • . . . . . . ••• 6 I V., I , '♦• ', ' f.. • _ •• •• ♦ • :• •.' ;•• • ••• • • •• ' • • • • •• .•• • • • • • �• • ' •: • • • • . • •••• • , ILA � 1 u j z I 10 - ....-..........i.... •... * **... .::: ...., .4.- . •.1... ....., • .''..* . *.'........: u.„.. ' IP •.• ... •• • I •4•'• 0 1 J ....1 Q J •••• • .. Cl.g 1 5 1 I ..• 2 D 0 Q D 1 trir CD Q z PARKING I 1 . z i:i Q x •.. . •: , •.. • . 4 I G e I 1 -Adl)(”- 4° • . •• ' ..•" 1._________, . AtggllIllhk „. .....*: . 4 cio. Cluij mi.= Fi.... s. a �- VISION CLEARANCE I I m .•,. . . •s. A....: TRIANGLE CrYP. S. °�1 * •ft ,.....-•cm 0 11144 * 4 A 0 ** 0. 4.. -- ----- --.''--illi ‘11... „4 Z / Q Eck Mr I‘+ 0 li+ 11.6 (..) CO 00 A:... r ! J 9 .-<, _.....0...ref ,\ :*-\ I 1 var*IPS . • 1 I. !I■ (.1) ZF". 41 ��ST� 0 4;?. 6 PLANT MATERIALS SCHEDULE ..,,(3/: • --REWS /cc: . .SYMBOL COMMON NAME BOTANICAL NAME SIZE SPACING NOTE A. k, fji0/06 35'-0' SPACING FOR STREET TREES WILL BE MET IN MOST PLACES. SLIGHT DISTANCE VARIATIONS MAY OCCUR DUE TO �' O E ON TREES LIGHT POLE, FIRE HYDRANT, a, ,': STORM LINES, AND DRIVEWAY LOCATIONS. STREET TREES SHALL NOT BE LOCATED 2: ��,•, � .. a � � Q •�. 02/14/97 �- CLOSER THAN 15' TO ANY LIGHT POST AND NO CLOSER THAN 10'TO ANY FIRE HYDRANT. LOCATE TREES MIN. 3' FROM " . F Air C �ti�' TUPELO NYSSA SYLVATICA 2'CAL. AS SHOWN SIDEWALK ;��4 lL 'L A� Nqd � • �f•�� q TRID ENT MAPLE ACER BUERGERANUM 2°CAL 35-0' OC l NOTE B: �� ;�5� F�,�, � � EXPIRES 03 28 09 � STREET TREES HAVE BEEN SELECTED TO CREATE A SPECIFIC THEME FOR ROADWAYS ON THIS DEVELOPMENT AND TO � •`�'� Q �'' . t "-� URBANITE ASH FRAXINUS'URBANITE' 2'CAL AS SHOWN MATCH ADJACENT DEVELOPMENT ROAD CONNECTIVITY. STREET TREES MAY NOT BE SUED FORA DIFFERENT .,a *.., .,•� DATE I VARIETY. DIFFERENT VARIETIES ON THE SAME STREET WILL NOT BE APPROVED. IF THE CONTRACTOR IS PROPOSING A ' ` SHRUBS SUBSTITUTION DUE TO LACK OF AVAILABILITY, THEY, SHOULD TAKE THIS INTO ACCOUNT AND ENSURE ADEQUATE DRAWN I BDH QUANTITIES ARE AVAILABLE FOR ENTIRE STREET SYSTEM. z aim Sid �` OTTO LUYKEN LAUREL RCS 'OTTO 2 GAL 3'-0' OC if DESIGNED I BDH NOTE C: wr , .' I CHECKED I MPA GROUNDCOVER CONTRACTOR WILL STAKE AND PLANT ALL TREES AS PER DETAIL 1, SHEET L3.0 AND INCLUDE NUMBER IN BID TO "'" PROJECT # I TSD6701.00 REMOVE ALL STAKES ONE YEAR AFTER GROWING SEASON. I...m COTONEASTER.'LOWFAST COTONEASTER DAMMERI'LOWFAST 1 GAL 2'-0° 0.C. i SHEET TITLE W PLANTING PLAN . • : • PROTIME 303 SUN MIX - MFG: HOBBS AND HOPKINS - PORTLAND, OR VISION CLEARANCE CODE SUMMARY: alli (1) VISUAL CLEARANCE CODE - SECTION 18.795 SHEET NUMBER DEFINED AS 35' X 35' FROM RO.W AND FACE OF ACCESS DRIVE CURBING, SEE 18.759 PAGE 2 FOR ENCROACHMENTS INTO THE VISION AREA SITE REFERENCE MAP •ai 0 (NONE PERMITED OVER 3' HEIGHT - EXCEPT UTILITIES AND TREE TRUNKS) 0 10 20 40 80 4. L1.0 Ca b 1 OF # SHEETS • N 1 _______ of er 05 Z o ,d if - •111 dC W 1 - — 5 1.0• • q a ' 'S g 1 « 1 • SW DURHAM ROAD W I a 35'-0' /LU 36-0' 35-0' -----:--'-- 8 oW 1 » i Z U1 ---- 7s.q d s e W r 4 d d Y� :. d e d• • +.:- -. • 1 ". • • *-7------ : • - qr, teD al •`M 1 - f. • : ti . . ,,• •• ` VISION CLEARANCE t� ' ? ,cry•. • .,•1 :. : . + • : • ,: •••••••,- TRIANGLES (TYP. SYM J `Y' W••. .. . . .: • ..:• .•• ... .- \ ti, v. TD, ! STREET TREES SHOWN ON.ONSI TE DRAWINGS•ARE FOR ••• •. • t• '. : / O 3•I V m' • • , •• • ' ' •' ' •••• ' 'REFERENCE ONLY.•REFER TG OFFSITE•STREET TREE » 'f' '. • ' • • +, •' 4 a '•z ( c i- 1 •1: •. •. • - •' • PLAN. DO NOT OOUBLE•BID STREET'TR EES.: r . • • • r••r •.• 1 z ;. ' :• : . •; • -N ' • PLANTS SALVAGED FROM 1 m • . • . :, .< :' 4' a' • r EXISTING PLANTER BEDS• OK . • • , •. • : . ; ` f ' a R. • t: ‘EXISTING BE RELOCATED TO•1 f. : : : /) ThISAREA / / . . t : ;' ' •, : •• • ♦4 ' *� , J ' „sr.>. C) 1 , EXISTING TREES • ,. ,d . A 4a < Hu (f) (Y) (i) 041 . . • • A LIJ 1 . .. .•• . 4 • . 1 Cii) (13 (61) IIIIIIIIIIIIIIIIII I. i. •. .• • • • •• . . , . •.,• (41) 1 r - it • TO REMAIN a. ///4 ' ' Lim • < 0 • . .• • . • . • • . ••. .. . . . . ••• • •••. • • . . . • . » a 1 EXISTING 1 : a T r • • ♦ . _ a BUILDING . L11 (...) ,--.-:•<•'•• ••• •'••:.... ... t.. .:.. s. • ,ffr/ \ , . .. . • . .. ... :. • • ....... ..• ••,,..• •••••••..• ... ..... ..... ..........•••••. ... ... • :,,„0-.. ,,,, 0 0 . 1 4 o Pct ,o. 0.....• ( '4' 2 cio II.:: ... •.• •• ... :. . • : ••• . .. •••••• . .... 4. . 8 „4-7-- ??,0,-- 1 I .:. ••• ' ...... .• ..: .... • : .... .•••••••••'•.. .. : ...„ . - •• • . •. • . .• . . ... • . .. . . • ii Z ..1 i--- . . . • -).--'. • ... •. • ,, .. • . 4. . <C. . . •• • • .• • . .. . • • . . • • ♦ �' 7p A __I J<( z. : 1 .;. :.i.:.....1....... .i. i'.: .• ... am 4.4( 0 P.49 400 lik • • -.-.4 . . ..,.--.--<.. ..... . ....-.. ::.........,......-.:....... ::......,..;:.. ...,........ ............. ......... . .. ...........- .. ... ...:. .. .... ,.... i....... .. ...:.• ••••••••• ••• i•-..:-.. i . . ... • • • • •• •• ........ is,] 4 : :4. <2 E..D Orli •• . • i .,... .. 0 . .. . 4_, 1 .,, . . . .. . • . • •• • ••• . . . .• • • • • • ..:-• . .. ...: • •• • • .. " • • ••• • • 0 . 1 „ .. 1 - f :'r �, Cr o•1 1 ---\\ii .. _ , ,► Q Q• • t f 4• 11111•111=1 (15 1 a. . : .' . . • .. . :. ' ' LIMITOF • ' ' '' • ' • ,I 1i .. 4 Cli. a E... ....._ 1 I .. ..• . .. . • . . . • . • ..•• 11. • . •• ••: • .:: . qk ..i • 4 JC° Ii ., ,./-% \ . • .:•,.... i'i 4 1. .••• •••. ' : .:••••• .:•' ..•••'••• . . ... ... .. ......,.... . •.:•••• • ...• i• •..• * ' ..1 **: :•• • - • •N • • • ' ..' • • • 1 : • P • . - • : 0ONCEPTUAL P. AY S"fRUCTUI'g,BY:o:T MFRS TO BE r • a.•�'' S►�'D,` • , • ' .• . • '•' ' ' : INSTALLED•UNDER SEPARATE CONTRACT. • , °' . ♦ • . • : ".. •! 4fr ' d•d q I. . .o i .. . .•. . •. 0 I . . /* - ••• --- --* : - — • •• • -• - •• _ • • .. • . . • • • • . •• •• ,•• . . :• • . . . . . I lk•- 10 . ..... . w 1 :. .. • .. • • . . . • • •••• .. .• : .• . ••• . • ... .• ... •... • .• . •• .. . . • Lu 1 . . • ► z ,...., ,T) , o -th. 0 10,,,z1......: ..:;--(;),,, ,\\ ,, N.A 0 -.Li-i 1 r' II 0 0 , ... 1. . F.-- . = 1 � t • 1 0 P GP 0 D w .1 . \\ II 0-.- CC it ft Fa.. 1 m 1 A II �= ,� / 7 ..�,00.-- C/) Z �.ST 0 ,g2 PLANT MATERIALS SCHEDULE 0 , ,./ . • MI : ' L REVS SYMBOL COMMON NAME BOTANICAL NAME SIZE SPACING NOTE A: r q�� 4 35'-0' SPACING FOR STREET TREES WILL BE MET IN MOST PLACES. SLIGHT DISTANCE VARIATIONS MAY OCCUR DUE c - ...„ Q j; ON ,S TREES TO UGHT POLE, FIRE HYDRANT, STORM LINES, AND DRIVEWAY LOCATIONS. STREET TREES SHALL NOT BE LOCATED I P' `r"""'"' / / M p �, 02/14/97 CLOSER THAN 15' TO ANY UGHT POST AND NO CLOSER THAN 10' TO ANY FIRE HYDRANT. LOCATE TREES MIN. 3' FROM E �� ,, 4_ �� I TUPELO NYSSA SYLVATICA 2' CAL AS SHOWN SIDEWALK. u Li. E g� pop TRIDENT MAPLE ACER BUERGERANUM 2' CAL 35-0' O.C. F 411*iihrh.... _iiiiildiP NOTE B: f,, .: EXPIRES 03/28/09 STREET TREES HAVE BEEN SELECTED TO CREATE A SPECIFIC THEME FOR ROADWAYS ON THIS DEVELOPMENT AND 41111K, •µ `�W r H r URBANITE ASH FRAXINUS 'URBANITE 2" CAL AS SHOWN TO MATCH ADJACENT DEVELOPMENT ROAD CONNECTIVITY. STREET TREES MAY NOT BE SUBSTITUTED FOR A '_II � " = ' ,,.,.,' �-.: :� DATE 104/`11/2008 DIFFERENT VARIETY. DIFFERENT VARIETIES ON THE SAME STREET WILL NOT BE APPROVED. IF THE CONTRACTOR IS SHRUBS PROPOSING A SUBSTITUTION DUE TO LACK OF AVAILABILITY,THEY SHOULD TAKE THIS INTO ACCOUNT AND ENSURE '' DRAWN 1 BDH ADEQUATE QUANTITIES ARE AVAILABLE FOR ENTIRE STREET SYSTEM. � � DESIGNED I BDH .��,--- OTTO LUYKEN LAUREL PIS 'OTTO LUYKEM 2 GAL 3'-0' O.0 NOTE C: I CHECKED I MPA GROUNDCOVER CONTRACTOR WILL STAKE AND PLANT ALL TREES AS PER DETAIL 1, SHEET L3.0 AND INCLUDE NUMBER IN BID TO FriNti PROJECT # I TSD670100 ZZ.s.-- REMOVE ALL STAKES ONE YEAR AFTER GROWING SEASON. lam.�. COTONEASTER 'LOWFAST COTONEASTER DAMMERI'LOWFAST 1 GAL 21-0' O C. MN W SHEET TITLE . : •':•• PRO-TIME 303 SUN MIX - MFG: HOBBS AND HOPKINS - PORTLAND, OR VISION CLEARANCE CODE SUMMARY: PLANTING PLAN VISUAL CLEARANCE CODE - SECTION 18.795 SHEET NUMBER DEFINED AS 35' X 35' FROM RO.W AND FACE OF ACCESS DRIVE CURBING, + SEE 18.759 PAGE 2 FOR ENCROACHMENTS INTO THE VISION AREA SITE REFERENCE MAP •• ( ....... L1.1 NONE PERMITED OVER 3' HEIGHT - EXCEPT UTILITIES AND TREE TRUNKS) 0 10 20 40 80 cip OF # SHEETS U co of Z O f. 15 ocl 111 C Lo i 03 o 03 1 0 © • fi 8 1 _ I N CO' ` ' `� WATER C UALITY FACILITY PLANT MATERIALS SCHEDULE • M SYMBOL COMMON NAME BOTANICAL NAME SIZE SPACING QUANTITY W co t� TREES Q � 3—VINE MAPLE ACER CIRCINATUM 3 GAL,/2 HT. AS SHOWN 50 I �`` ,, � ��1/f,%'��,;y 0—::: RHAMNUS PURSHIANA 3 GAL/Z HT. AS SHOWN 59 I f.4.. ,, �_ 1/1"+•e)0.!,f/! U , mi y f ,�_ 1+ +� , � ii _,� EXISTING TREES SERVICEBERRY AMELANCHIER ALNIFOLIA 2 GAL/ 2' HT. 4'-0" OC 53 f.wr� I�► 'r TO REMAIN uu �. 'j, , RED TWIG DOGWOOD CORNUS STOLONIFERA 1 GAL / 2' HT. 5'O' O C. 43 CO CO v, 4 '' 401,4r4 w �� -'+ +'�+ � � OCEAN SPRAY HOLODISCUS DISCOLOR 1 GAL / 1.5' HT. 4'-0' O.C. $8 /.o. s 126} -; +.j i♦�o'♦ % �` Q---DOUGLAS SPIRAEA SPIRAEA DOUGLASII 1 GAL /15' HT. 4'-(Y O.C. W 0 t3 -may ' 4��... v ,.co � ` RED CURRANT RIBES SANGUINEUM 1 GAL 115' HT. 5'-0•O.G. 104 I- ;; ... /. 4 :.: .:44s rV414.'"i/ r:�yt , �-: •+.+,'✓*74 4w,.� CCOMMON SNOWBERRY SYMPHORICARPOS ALBUS 1 GAL / 15' HT. 5'-�' O.G. 152 0 4,-* '. 4!∎+►, +r ."' ;%' - WATER QUALITY FACILITY Z �, + �-� 13,428 S.F. GROUNDCOVERS lam,+ ��►, "`_ ' ,its ` de 1:44 's/Ag •��T*-�- .- • Sr ►*,►+.''j1f �''. REQUIRED PLANTING 4 H"" '40' ./ P�.��++ .,�4,1,,, !, ��. . SOFT RUSH Y EFFUSUS PLUG / 6" HT, A ",,, . +., , . j 109-TREES _SLOUGH SEDGE CAREX OBNUPTA PLUG / 6' HT. (11) 546-SHRUB S ` NOTE PLUGS TO BE AN EQUAL MIX OF 2 SPECIES PLACED 6 PER SOFT,4p ;* '5 ;J* 4i ;? ;:iir,;► PROVIDED PLANTING J SEED MIX - HOBBS & HOPKINS PROTIME 840 NATNE B1O-FILTER M{X - 4796 BLUE WiLDRYE (ELYMUS a ; �,,? • , ..1,�; ;_(g4' 109-TREES '�'" G� 4096 MEADOW BARLEY HORDEUM BRACHYANTHERUM 1096 TUFTED HAIRGRASS ,�s, •+►•< 546-SHRUBS >" < 0 ♦4",`' %- '.4 (DESCHAMPSIA CAESPITOSA?, 296 WESTERN MANNAGRASS (GLYCERIA OCCIDENTALIS�,1% AMERICAN ; '+��.�.��r^+ i ,� HGRA BEGKMANNIA SYZIGACHN APPLICATION RATE 30 LBS. PER ACRE a. OE Fwa. limilim 0 ffrardele7;,..:4,\:0;:•1:4:'P 0. 44,:1■174140TsW7,,, -1 .:AP:.:*41 J /,"!, '`.,} ..�.,,,, �.�,�. I 15,018-PLUGS sLOt ss ( Er, - � !;ti,�++,r4�4' -� r�� r� NOTE: ALL QUANTITIES AND PLANT TYPES PER CWS STANDARDS. .1 Z I 0 LI,..1 5,7), 1 -.--....., 4, ,,,, ,,,,.....,,,,, , „., e.„.,. < 2 .., 1 / :yam,P-4% ♦ , "F :,%�'if i' >. Film Lii 111111111111111111 .J 1;-:',.. 1 I- ; i : W' �� 111_i . LLI , i r 03-"'se 40**,4 4:-. 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I ter-" ...AO+ ' -.47* 1 Z e'f�;r,;yii+►� rf fir, � 0._) re co Lii if% ;J r.,2p,/ ---1v,\\ I p,;. _,,,_,..., , ,,:, ......,;,..-;40 � c. � ,r± . 0 t, L ,'; .4 y(C4,4/ „ � •1/4� m t o c ,v 1 0 D w 1 Q Q, � ► CC 1 , _ I ,,,._'*No,' • ;or?, -,rA. 4,'Al./AN, CC�77T Immia 41 -- . , , . ,frif.,,,,,,,,, , 1 if.11 I * 4 r „.e...... ., /, -,' ,,/, :,,..)71-"Allily” / •4je4 paws /.,1i�i►+its+i*►� f", . -A< 82 1 '� • �+ pis • :Pr://•��r�,j/,'�#M..' . �"t/mil Er ON , .) �r i 1 ti _/7d /411, " it.�r� �[x �______ A /�,, ice. � ��7t111P-,41-1:11 Li... E A��' - ins o3/za/oe I DATE 04/1112 iI;: .„ • ...- , .,� 0 TE I 04/11/2008 _' `� `°�. '< DRAWN I BDH f M air c �; = DESIGNED I BDH - ” I CHECKED I MPA ,i ' 'l..e`' :::cTE I TSD670I.00 EMI =I PLANTING PLAN SHEET NUMBER SITE REFERENCE MAP v%o0 20 4o so _. OF # SHEETS - ,, 1, & 8 g , � e .�: ° d� d, °.. ;a •. '° ° a � °• a � d _ _ .._ _ _ _. 0 � d • O) ° 61 .... ....... ....._... .. .... ... Z O n HAM R • d.. OAD ... lig 4 ..E"' >4 i P.% 1 ■111 . 0.W "44" f N I \ , 11111111111=11■ aiIIIMMO -- Row a ' RO•w �T SIDEWALK d 0 ��. e d 4°.; ° 7 C w 4 a e opip Z .� o I 0� . �O C m �) %ISTING IRRIGATION SYSTEM IN GRASS FIEL . to 038 I 1)1 NOT INDICATED ON PLAN a 'AV(i) 92° -I W ZS C\I *AI -o -v NOTE w cy) . -o O 1. LANDSCAPE CONTRACTOR a°. 1 w f!3 c t) -o cn�c) ,� +�'� m TO LOCATE,ALL EXISTING NOTES: � g�'�� 4 I . VALVES APPROX• (18) AND 1. CONTRACTOR TO FIELD ADJUST EXISTING IRRIGATION ° •. W p m I . 4' SLEEVE c'n'� r REPLACE VALVES WITH SYSTEM IN THIS AREA TO ACCOMODATE THE PROPOSED a O -O- t) Z RAINBIRD PED-PRS-D-NP-HAN ACCESS DRIVE d • W t) m m VALVES. EACH VALVE SHALL BE 4 PARKING III WIRED TO PROPOSED 2. EXISTING TOPSOIL WILL BE STRIPPED FROM FIELD AREAS ,, I i)I 1 IRRIGATION CONTROLLER AND STOCKPILED ON SITE PROTECT EXISTING ROTORS AND . 4, ' 1 I) ASSOCIATED IRRIGATION EQUIPMENT. REPLACE IF DAMAGED. ° I 1 I 1 z a 2. CONTRACTOR TO RUN WIRE S a . DURHAM CENTER Z FROM NEW VALVES TO NEW 3. REVIEW LOCATION AND PERFORMANCE OF IRRIGATION SYSTEM eY 4‘ 1 t t) t) p CONTROLLER. INSTALL WIRES "' d w PRIOR TO EARTH WORK OPERATIONS. a". • (,0 CO I -' IN COMMON TRENCH PER N w DETAIL 7 ON SHEET L3.0. e 4. NOTIFY OWNER AND LANDSCAPE ARCHITECT IF ROTOR SYSTEM I' . CO O - IS NON-OPERATIONAL, PRIOR TO THE START OF WORK t ()I Izu'j NOTE - . ' I LU 1 I 1* z APPROXIMATE LOCATION OF ' • Q Z EXISTING IRRIGATION MAINLINE " a NOTE t) t) IS CONTRACTOR TO VERIFY Q Cr) Fin. (11) CONTRACTOR TO PROVIDE I w w LOCATION AND VERIFY SYSTEM d ° d -� .�-- '4 POWER TO CONTROLLER. `� ^�' E-- --� DEMAND CAN BE MET PRIOR TO o' ' ' ` ° �;° ' a•. � �. a ° g °4 �� OE ��,,,444J1 () 0 START OF CONSTRUCTION 4 A j . < F— IRRIGATION X 1¢ CONTROLLER 1 POINT OF CONNECTION #1: °•° `' I (1) �'�r / U p LANDSCAPE CONTRACTOR d d -�- ., / () < Z SHALL VERIFY AVAILABLE °' le .` =mar,; ' W STATIC PRE o ,.. PRESSURE PRIOR TO d. >111 a RAIN SENSOR. 41L7-41% • > © TAPPING OFF EXISTING LINE M Cr OUNT ON BUILDING 1 () p CONTRACTOR TO CONTACT e �.1 4<I O I WRG IF STATIC PRESSURE IS ' 4 ' 1` '! w z LESS THAT 50 PSI AT STUB OUT • • ' d ° O t - FOR PROPOSED IRRIGATION : ro - . •/� 41 () 4 i •�Ni O ZONES. ��. �f�1 / 5� 4 5 z i ,V ,` �� • r..• •• arm •• µ • ,1 A,y, 44 °' PCP 10 • III Pei. •, std Qo �► uJ ,,„0 r. • ...... • •11•1•1•10 0 . Apr 0,..... W I 4 Quo Z ° I' (Jl)T 2 reo vv......" Mr WAIIIIIIIII .1. MI Ity i)I 1 1 J . • 0. d . I I e'•. EXISTING Z P °T 4 lk 1 1 F C? t) � 36 d ° Wp ° EC. 4110. < .1 F- • d. a BUILDING Z U.I , • M r v O a '� L °I 611111D i 1 •�, , 6 it 1)1 4 --EXISTING IRRIGATION SYSTEM IN GRASS FIEL ) �� J z ° 26 MAINLINE TO BE NOTE 1 1 NOT INDICATED ON PLAN : 4 '• INSTALLED AT VALVE AND MAINLINE LAYOUT IS DIAGRAMMATIC. VALVES AND °' '� •0) • LEAST 18" OFF BACK MAINLINE SHOWN IN BUILDING OR PAVED AREAS ARE FOR 1 , ' : z 1 O NOTES: t OF CURB. (TYPJ ` '''`''' ° 1 CONTRACTOR TO FIELD ADJUST EXISTING IRRIGATION ( �) ° L j _ . � " I GRAPHIC.CLARITY ONLY. ALL VALVES AND MAINLINE SHALL BE 1 0 t) INSTALLED WITHIN LANDSCAPE AREAS WHERE FEASIBLE _ '%' O • ',r., SYSTEM IN THIS AREA TO ACCOMODATE THE PROPOSED e r w �rr►"M''��' ,•, J ACCESS DRIVE �� j a; I ...... < Ilumumi i OC PARKING ,�. ,� ,,,,, �,,,r►_ L 0f b i� J 0 0 „ r r .: 2 EXISTING TOPSOIL WILL BE STRIPPED FROM FIELD AREAS +/N d •• C. �'y '�r..t■��,�,�r=ter," `'' `'''�'' J,j�!'!`' n z:::::::::::_. I �'� AND STOCKPILED ON SITE PROTECT EXISTING ROTORS AND (9 Q d s ,.� G 0' 1 1 29 ASSOCIATED IRRIGATION EQUIPMENT. REPLACE IF DAMAGED. C../ • �• •• •1�� • r.�. • ..Orly • , �� a ° �n�, � '�I" '�' ° ' 1 POINT OF f S 0.00" ' 3. REVIEW LOCATION AND PERFORMANCE OF IRRIGATION SYSTEM � Q 1 1 CONNECTION #2 r,,/.r�..r�'': ;. ; cD (.9° 1 �,.�.r�.r�"; 4.' PRIOR TO EARTH WORK OPERATIONS.•at __iilemp........10„7\ 1�' N•. t,�, �`rf PQ 4. NOTIFY OWNER AND LANDSCAPE ARCHITECT IF ROTOR SYSTEM „/ r'!� d�� 1 1 sJ`'3%o- -�°'S�o IS NON-OPERATIONAL, PRIOR TO THE START OF WORK 4 III oce.,91S0)'14\4 44 4 ---aiilli: tio ,r ° 1 1 ��t,,,.•►�''q •. 2' MAINLINE /� '. ,1� P • �� • s�� • �� • �r • �• • �� • �� • �� • �� • •�� • �� • air. • mg a a 1 / �� , /" Q ° d • ,r • it • �r • • • .r • 7 0 E • 0.' C i- j_ I Clil I I 1..-'''''''L..11 --- voisien gyp. r J111.4! d ° immer • ` J 0 � plimimm.'.'/00 v ►' "0 o PARKING C 00"wa a .rw∎LCIa/ / 4 I m O m 3o I oA, C m aC m imm 0 ...... . Qp, , ._ QUICK COUPLER FOR J V �'P, I 0 F-- Lel • TEMPORARY WATERING w•`. I NG OF 4 CI — SWALE AREA. - j p 1 I ,.....°o CIS T T 44 CO IRRIGATION MATERIALS AND LEGEND 7 1, AUTOMATIC CONTROLLER KING BROS. IN LINE SPRING CHECK VALVE (MODEL # BPC-(LINE . 62 SYM DESCRIPTION GPM P.S.I. RADIUS MODEL: RAINBIRD - ESP-MC-SS-28 © SIZE)-S) LOCATE AS NECESSARY TO AVOID LOW HEAD DRAINAGE IF A LARGER OR SMALLER CONTROLLER IS NEEDED AFTER THE FINAL VALVE QUANTITY IS FOUND • • SPRAY HEADS NOTIFY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO PURCHASE & INSTALLATION. EXISTTNG MAINLINE - LANDSCAPE CONTRACTOR TO LOCATTE MICBAE RERS cc• e Q RAINBIRD 1800-PRS-15 POP-UP SPRINKLER, F, TO, H, 0 3.70, 2.78, 1.85, .92 30 15' �� EXISTING MAINLINE AND VERIFY CONDITION PRIOR TO INSTALLATION 11, ti © � Q RAINBIRD 1800-PRS-12 POP-UP SPRINKLER, F, TO, H, 0 260, 1.95, .65 30 12' �� RAIN SENSOR - MFG: HUNTER MODEL RAINCLIK ,, „ 0 E ON 4) OF NEW SYSTEM. � '� F 8•fF�x d/fin ~ �d' �h '°� �Y /p R ISOLATION VALVE - SIZE PER LINE SIZE 9dF -'' 02/14/97 ED e ® RAINBIRD 1800-PRS-10 POP-UP SPRINKLER, F, H, 0 158, .79, .39 30 10' 1>Q MFG: CONBRACO (MODEL 70-100-27) OR E AL 47;" `� £° d ° ' � �'��( 7') O QU ED e Q RAINBIRD 1800-PRS-B SPRAY POP-UP SPRINKLER, F, H, Q, 105, .52, 26 30 8' ° y .. " tt , `""' `�E � ' PIPE SLEEVING A � � �"� �� a�` ` PE. G AND COMMUNICATION WIRE SST POP-UP SPRINKLER 1:21 30 4' X 24' .F�� z; � � � ",,,,,,,,./„t.'` `a �-��'. RAINBIRD 1800-PRS-15 SS � _ � � E�IRES 03/28/09 E� RA oa ...,.. • _ 2' - SCH 40 PVC - PURPLE PIPE IRRIGATION MAINLINE UNLESS NOTED OTHERWISE ' � � p s, RAINBIRD 1800-PRS-15 EST POP-UP SPRINKLER .61 30 4' X 12' k, � ";,. - ® R 3/4' LATERAL PIPE-CLASS 200 PVC - PURPLE PIPE f O DATE 104/11/2008 ALL SPRAY HEAD TO HAVE 1800 NP COVERS DRAWN I BDH I 1' LATERAL PIPE-CLASS 200 PVC - PURPLE PIPE CONTROLLER VALVES AND APPURTENANCES DESIGNED I BDH II 1 1/4' LATERAL PIPE-CLASS 200 PVC - PURPLE PIPE 'mum CHECKED 1 MPA STATION NUMBER AND CONTROLLER DESIGNATION III 1 1/2' LATERAL PIPE-CLASS 200 PVC - PURPLE PIPE GALLONS PER MINUTE ` PROJECT # 1 TSD670t00 1111 2' LATERAL PIPE-CLASS 200 PVC - PURPLE PIPE Fawn PRESSURE REGULATING ELECTRIC REMOTE CONTROL VALVE SHEET TITLE ifb RAINBIRD VALVE (MODEL 100-PEB-PRS-D-NP-HAN1) ""i IRRIGATION PLAN FOR 0-20 GPM PROVIDE: 1' RAINS ( O ) _•_„_ UNDERPAVEMENT SLEEVING: 2x THE TOTAL DIAMETER OF PIPES F (1) OR 20-50 GPM PROVIDE: 1 1/2' RAINBIRD VALVE (MODEL 150-PEB-PRS-D-NP-HAN2) TO BE SLEEVED,UNLESS NOTED OTHERWISE ON PLAN. TO BE SHEET NUMBER QUICK COUPLING VALVE AND VALVE KEY INSTALLED BY LANDSCAPE CONTRACTOR AT DEPTH AS PER 01.1.!, MN MFG: RAINBIRD (MODEL 44-NP) LOCAL CODE �: 10 20 40 80 SITE REFERENCE MAP •• 0 aD L2•0 OF # SHEETS NOTE N $ t RI LOCATE TOP OF • ROOTBALL A MINIMUM OF � 0 O~} 11 ABOVE ADJACENT o •.�� o,r • • o . FINISH GRADE j o Z 0 t�r3' .� 0 40 0 'v p r, 441161,,O O ... - c o co to ,► o LL 1 00 It'' - • rl� o aaw. • 8 • • ,. " ie DO NOT CUT _ + r W Z to MAIN LEADER ..:*a••:\11111 o o' o co 0 0 `•0 d GRO-STRAIGHT RUBBER TREE TIE ROADWAY 0 m • REMOVE BURLAP 411.110W-, CHAINLOCK #4 OR APPROVED CURB — u $Lo I AND WIRE BASKET Mr/ .•► EQUAL FROM ROOTBALL PRIOR _ •'" IRRIGATION SLEEVE TO BACKFILLING. o o CONCRETE VALVE BOX WITH METAL LID O � 0%1 § 0 o CURB :*---- / PLANTING STRIP 3" MULCH LAYER ! W to CONCRETE VALVE BOX WITH METAL LID 2'x2'X8' WOOD STAKE SIDEWALK FINISH GRADE DRIVEN 18' BELOW a •-1-11=11=11=11=-11=n-1,4==11=11=-11:=_ _=., = _. , 0 H PLANTING STRIP .. - -11-11 UNDISTURBED SOIL 11111I: 11: :11: II -:1(: :11: :11: 11. II. .11-11-11►,11=11-11=11=I t1=11� SIDEWALK .11-41-11-,11-11,-11-91-11=-11-41=11; _ --11: -- FLOW FROM METER LINE SIZE ISOLATIO -if.-1!'-1111=I1=11V,(1=11=11=11..,i_I I.it it i=-fI au - 11=1 .,,.,...,.,,. n—n�ii�n=-u n=n�f�_ 11-11. .11 -11. II-11=ii= II. . fe ■...... u�r.::... r"U rA .��!€..... _ VALVE .II_11-1I=1111_11_(I_II_II_1l_I '11-11.=.11"' =11.=.11=11=1' — :I m z �: �, .� ;� .�; ROW tt: . : !1. It-11--1 -11-'11-11=11= II.ll 11{ 11 `'+' ll 11 11, t ; ':� . �. II .lI:J'.1. . . . . . . . : . . : . ': .11 X11=11=1! ;-11. 11 11=It=1 -�'!I'�t"Is11-11=Il��' Il=11 f •.� ::..• `: . :;. :: '; ':t� 11=11-t t-11-11-11-11-11—I1-11-11. .11=1:1u=11-11-r 1. 11=11=11-11=11` 1-t1-1r1r�/ • 1.11' 11' il: �Ii:�.Il:.�il:.=il:_ii 11111'/f,�� e r • . IRRIGATION MAIN LIN -11tH:-11.-11-. 1l- -: i-=1 11.E= :%. �:� =IjY .'+--_ .._ ..�-...-....-� �. L — f i1=1=i1=�.--+Il��.�.�. — — — 1=�1—�I.al . ' �.G�j/!1�,tt' $ •jj'—:j a . . s :� �: ;... ; a .1t. .11-:IL .H7R .IruF u.=.0 -11=il=n-11—g-11-11-11--• - `' BACKFILL WITH TOP " :: =11=11-11-11=-11=11= 1=-11= iI. .II. .II-.11. .11. .11-11-11.ll--1 .•;: •.�!y./1i�/�� 1--E��_ '° ' e o tl .•� '�' •, • . ':�_•'• ''". •`•,: • .•.: '° ' ° ° ,1 1=t1=11=11=11=t1=11 X11=1 i--11. .Il. .11. .IL .11. .1!. .11.:IP :-P4iVaLLlt'1, �;: '11?-1 SOIL AS PER SPEC. , �:' ....11-:1 ' : : .,'�, �i�-.. .:.: 11-1 f . :"::•';.: •„�•. , : . .: z ,�:f f.: •� SCHEDULE 40 4' SLEEVE OR AS NOTED•Il-... •t ''�.d-:11--a1-�11i.is '•• =11. . • • . ••....r •':. • . . ,'.. ,•.,.r•t -'. '' ON PLAN .Itt ll=` 11=11.=AIP. 1j,-11. (0 C\limi 1 4, 3 TIMES ROOTBALL PLAN S ECTI O N LLJ Tr. SCARIFY 4' DEEP DIAMETER. MINIMUM Fa(....) - AND RECOMPACT 41/2 FT WIDTH. (...) (f) (4) Er DECIDUOUS TREE STAKING DUCTILE IRON SLEAVING AT ROADWAY J F— J 1 2 N.T.S. N.T.S. < W 1..... >. ....... W CC .....1 NOTE PROVIDE EXTENSION BOXES AS REQUIRED TO t ►t 140 ' hil C�CONTAIN VALVE WITHIN STRUCTURE TAPE & BUNDLE 'A+�� !/ MI fl `,t�' `i ,111 0 ALL WIRE AT 1O'-0" 0.C. PROVIDE SUFFICIENT WIRE -fir F--LENGTH WITHIN VALVE BOX TO ALLOW FOR REMOVAL I z 0 ROOFING NAIL TO OF VALVE BONNET ABOVE GRADE w MARK SLEEVE FINISH ......... _ `_ 0 Z 1 Z �GRADE I z w III IfI III I I SCH 80 ADAPTER & FITTINGS TO BE I 111:::::::::::;: I C.)a. 4 PAVING III I I SAME SIZE AS ISOLATION VALVE - FINISH GRADE �"- VALVE BOX WITH il a a . °• . . A WATER PROOF I - - STREET ELBOW - MARLEX < 2 w — 11---E1 CONNECTORS t VA-V LOCKABLE LID NO.LE: S E BO ( --I I I CLEAN AND 9546 Tk ACCESS BOX 1 `••j 1— COMPACTED BACKFILL FOR SAM SERIES HEADS, _ :. :_: Z III--III—I ,r SCH 40 PVC TEC (SEE SPECS. FINISH GRADE :::: SIDE INLET Lii / =1 I I ' FOR SIZE) 3 MIN. INSTALLATION TO PIPE 11 III 111 �� CC 2 .....I to z C = — — MAINLINE w a0I MUST BE AT THE ::.:..; ::.._POP-UP SHRUB -III—III-1 1 1-1 TRACING WIRE, s" ��`� ELECTRIC `` ABOVE MAINLINE _'"� REMOTE _ _ MALE ADAPTER/ REDUCER, BOTTOM INLET. :: SPRAY HEAD CC w 11-111 III I— III I f l I _.. .o — — �,� CONTROL -" — BOTH SIDES `��' =1 I I-=III—I I _ ) 1�'"' FLOW-- VVE I I=11 I—III .:; _ ..... SCH 80 PVC NIPPLE Uz 1 ..,1".1 Z 1 I 1 I III I=I (_ "Mid { — pii��I�•.,i�� , MAINLINE vim E ; di < 0 E-1 11_111-11 111—I , �� .► . , �'" i �► ��'�'�,�,!�/ ,. �'�''" CONCRETE PAVER =i 11 I • .. .... o 111- 1 , !► �_ ♦ w f ► II oo. _. . C,111 ∎ • �.♦ 1—=I •N 4, GATE VALVE W/ WEDGED SEAL, oc. .•.I 11 I=1 CONTROL I 11 O o w -III-1 1 I 1 1 �► /, - COMMON _ • . '`� a' .• ; • EQUIPPED FOR KEYED OPERATION - WIRES FROM —I 1 1=1 O 0 •• - :: : CLASS PVC w Faun Cr 111=-111E111 — SCH. 80 PVC WIRE LOOP — .a . . 4 p•0 mt. _ z 1 — CONTROLLER z =111-1 11—I 1 O ' III-1 4' SCH 40 SLEEVE I I I 1 _ w z - NIPPLES — — 4 MIN. DRAIN ROCK BOTTOM INLET 2 v 0 11 111 111 j I=111- " 8-12' LONG - I 1=111=111=111=111=111=11 STREET ELBOW - MARLEX .. / — GRAVEL - 3 MIN. DEPTH 1 �I I I-1 I I—I I I �I�i�� i I I I-1 Ij I I I -- - — — - CONCRETE PAVER I 1=1 11--111 _ — — — 11 I= SCH 40 PVC TEE Z CC e• cr =-_____----=1 I I��—I 11-1 I 1-f 11.,,1 11,;,III,t,I SCH. 80 COMPRESSION UNION < < BOTH SIDES D ....JI a ...... a a. F— F-11 m MAINLINE SUPPLY LINE SLEEVE AT SIDEWALK VALVE INSTALLATION ISOLATION/ GATE VALVE 6" POP-UP SPRINKLER 3 4 5 6 HEAD N.T.S.. N.T.S. N.T.S.�,. N.T.S. co I r PEDESTAL MOUNT CONTROLLER w I SEE IRRIGATION LEGEND w FOR MODEL NUMBERS FOR PEDESTAL FINISHED GRADE AND CONTROLLER. Z ,orziaki,,aor,ariu416.',, CC_ w _Q —I I I ' _w J kt Z O a - -� Fes- Z Z ,fe a U FINISH GRADE — s w 3 - VALVE BOX -14. \C"--..'"''.__ ' - _ _„,,,„, .- NATIVE SOIL I (-111=1 I 1 1 I 1=1 I 1=1 / III I I I--I WARNING TAPE LABELED Vc� ` �� .' � �� ”" ��& I 11 - - "IRRIGATION CONTROLLER I � � ,, E ►~ :. r �� . z = 1I 11--111_! s ADJUST FASTENER ( I 1—=-E WIRE BELOW ' �' �` 1� - � 11=1 I I-1 I I Cr o •, �� BELOW COUPLER HOOD w _ — = TRACING WIRE 3 MINIMUM ALL SIDES ' SLOPE TO DRAIN to * �I I I—I I I`I I 1-1111 1 �.• TO REBAR '� Alt,, 44 � r ►.* I h111�111 ,/ —1 _- 'r f ,: l ---' , • #6 REBAR INTO NATIVE SOIL _ ,. =1 11=11— 1= PRE-CAST CONCRETE PAD: j _ 404, !�f — NEW CONTROLLER WIRES TO PROVIDED WITH CABINET r .--CONCRETE PAVER (TYP) _ r 'G' NEW REMOTE CONTROL VALVES 3' 3' p1S Ej %%ice// 1=111=11r= T QUICK COUPLER 1 WASHED ROCK =- MAINLINE - SIZE AS REQUIRED ;',Ijji + 1 i ,` �: ', FINISH GRADE VALVE SEE PLAN 11 —) 11^ ! , 4- .1, �,�,- 0 !,,,ZA,Z,„I! III 111 ��. _ �t�0,11141�/ ;'11 �'ra �,, l,l FOR MODEL I SCH 40 PVC STREET ELBOW (2) +III I I i (—I �--� 1_ ',�� a .�, °MIN ,••• • • r/ COMPACTED GRADE 0= CLASS 200 PVC LATERAL I III=I I I, , ,1 1 1111 I I, , ,11, , ,1 1 , ,1 1, , ,1 • MICHAEL RERS • NIPPLE ITE-1—E 1 I I t i f (2}-INCH PVC SCH 40 CONDUIT r'' if j l' F ' SCH 40 PVC STREET ELBOW 1 I I=1 ( 1 I I FITTINGS AND SWEEP ELL (} EGON pi t�� SCH 4o TEE -1 I 1 I-111 I I . = WIRES TO REMOTE CONTROL .t 02/1.4/97 4* V. III 11 I- I VALVES C 1 `1 .g 11_ :'.� ��111=I I_ EXPIRES 03/28/09 111—IJj1 11— ; F- E11_ 1-INCH PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL TO DATE 104/1V2008 NOTE CONSULT PROJECT LANDSCAPE TO POWER SUPPLY. DRAWN I BDH ARCHITECT ON CONTROLLER PLACEMENT PRIOR TO FOOTING EXCAVATION. DESIGNED I BDH 7 QUICK COUPLER VALVE 7T 8 1 QUICK COUPLER VALVE r STAINLESS STEEL PEDESTAL CONTROLLER I CHECKED I MPA N.T.S. N.T.S. N.T.S. H. PROJECT # I TSD670100 W SHEET TITLE (I) DETAILS SHEET NUMBER a Lao En OF # SHEETS U tq 8 g CC r GENERAL NOTES: LANDSCAPE PLAN GENERAL NOTES: IRRIGATION PLAN z 0 '4". ti CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES 1, CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS UTILITIES PRIOR TO CONSTRUCTION AND TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS a iy OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLAN OR NOT. THE g CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. a CONTRACTOR SHALL EXAMINE FINISH SURFACE GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT a CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS OR INCONSISTENCIES WITH gg Z co 8 START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF PLANS TO LANDSCAPE ARCHITECT. WORK BEFORE STARTING. 3. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT m 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS -- coo PLANS TO LANDSCAPE ARCHITECT. OF WORK BEFORE STARTING. CO � g 4. INSTALL A 3' LAYER OF COVER MULCH IN ALL PLANTER BEDS. 4. CONTRACTOR SHALL COORDINATE IRRIGATION INSTALLATION WITH INSTALLATION OF `r 5. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. LANDSCAPING, WALL CONSTRUCTION AND DRAINAGE SYSTEMS. CONTRACTOR WILL BE w ci� RESPONSIBLE FOR COORDINATION WITH OTHER SUBCONTRACTORS FOR INSTALLATION OF �n 6. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL LAWN AREAS PRIOR TO SEED INSTALLATION. UNDERGROUND SLEEVING. Q � � PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) 5• CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN & EXTRANEOUS MATERIAL OR DEBRIS. AREAS. 7. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS 6. LAYOUT OF THE SYSTEM AS SHOWN ON DRAWINGS IS DIAGRAMMATIC. IRRIGATION LINES SHOWN AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE WITHIN PAVED AREAS ARE FOR GRAPHIC CLARITY ONLY. IRRIGATION HEADS AND PIPES ARE TO REQUIRED CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND BE PLACED WITHIN LANDSCAPED AREAS WITH THEIR LOCATIONS MODIFIED AS REQUIRED TO SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT AVOID PLANT MATERIALS, UTILITIES AND OTHER OBSTRUCTIONS. LEGEND AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY 7. INSTALL TRACING WIRE OVER ALL MAINLINE PIPE AND CONTROLLER WIRE (INCLUDING) WIRE � M SHALL GOVERN. WHICH IS NOT INSTALLED IN TRENCH WITH PIPE 8. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND 8. INSTALL IRRIGATION EQUIPMENT AT BACK OF CURB WHERE APPROPRIATE LOCATE VALVE (f) (\i DRAINAGE SYSTEMS. BOXED PARALLEL TO CURB. 9. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS 9. FIELD ADJUST SPRINKLER HEAD RADIUS AND ARC FOR MAXIMUM COVERAGE WITHOUT Ll..1 WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE OVERSPRAYING PAVED SURFACES. C.) F.-. PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. 10. CONTRACTOR TO PROVIDE OWNER WITH KEYS AND HOSE SWIVELS FOR EACH QUICK COUPLER / 1 VALVE / V • 10. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD ri CONTRACTOR SHALL PROVIDE A REPRODUCIBLE AS-BUILT IRRIGATION PLAN. PLAN SHALL BE EXISTING TREES, NOTIFY LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS PROIR TO PREPARED, UPON FINAL ACCEPTANCE OF IRRIGATION INSTALLATION, ON A REPRODUCIBLE SITE INSTALLATION. PLAN (PROVIDED TO CONTRACTOR BY LANDSCAPE ARCHITECT). A S-BUILT PLAN SHALL BE Q i-. Ii LANDSCAPE MAINTENANCE PERIODS BEGIN IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL (1) (I)OPERATIONS AND WRITTEN NOTIFICATION TO THE OWNER MAINTAIN TREES, SHRUBS, LAWNS AND 12 CONTRACTOR SHALL PLACE A COLOR CODED ZONE MAP OF THE IRRIGATION SYSTEM INSIDE OF W OTHER ONSITE PLANTS UNTIL FINAL ACCEPTANCE OR 180 DAYS AFTER NOTIFICATION AND ACCEPTANCE, IRRIGATION CONTROLLER � Q WHICHEVER IS LONGER WARRANTY ALL ONSITE PLANTING FOR A PERIOD OF 1 YEAR MAINTAIN ALL 0 CC SWALE PLANTING FOR 2 YEARS. WARRANTY ALL PLANTING FOR A PERIOD OF 2 YEARS. 13. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE 12 REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PRODUCTS, MANUFACTURERS, AND MODELS < J AND FERTILIZER APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL NOT IN COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE Z O ANALYSIS FROM THE SITE LANDSCAPE ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL AT NO COST TO THE OWNER THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN COMPLIANCE 1" " O 13. BACKFILL MATERIAL FOR TREE PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST WITH THE MANUFACTURERS AND MODELS ON THE IRRIGATION PLAN. Z TO FOUR PARTS TOPSOIL BY VOLUME AND SLOW RELEASE FERTILIZER PER SOIL ANALYSIS 14. CONTRACTOR TO INSTALL IRRIGATION CONTROL EQUIPMENT AT LOCATION SHOWN ON DRAWINGS. 0 � T RECOMMENDATIONS. COORDINATE WITH ELECTRICAL CONTRACTOR � ' ` 14. CONTRACTOR SHALL OBTAIN WRI1TEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM 15• ELECTRICIAN TO PROVIDE AND INSTALL ELECTRICAL CONDUITS AND WIRING TO PROVIDE POWER F"'"�THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR FROM ELECTRICAL BRANCH PANEL TO THE IRRIGATION CONTROL EQUIPMENT UNIT, COORDINATE ' WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE W� LANDSCAPE CONTRACTOR Q 2 REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER THESE ITEMS MAY BE 16. PROVIDE AND INSTALL CONDUIT SWEEPS AND STRAIGHT SECTIONS FROM IRRIGATION TRENCHES 0 ili Z REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE TO THE CONTROLLER ROUTE CONTROL WIRE THROUGH CONDUITS INTO CONTROLLER CABINET. DRAWINGS. NEATLY CONNECT WIRES TO TERMINAL STRIPS PROVIDED IN THE CONTROLLER CABINET. CI: ...1 F- 15. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON TG SET AND UTILIZE CONTROLLER TO WATER NEW PLANTINGS FOR THE DURATION OF THE CC PLAN PRIOR Td INSTALLATION. IN THE EVENT THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE 1 1 1 SPECIFIED, THE.CONTRACTOR SHALL SUBMIT TO THE OWNERS' REPRESENTATIVE, AND THE PROJECT UNTIL FINAL ACCEPTANCE. � L � J z LANDSCAPE ARCHITECT, A WRITTEN ESTIMATE TO INCREASE PLANT MATERAIL (AND INSTALU THE 18• PROTECT IRRIGATION CONTROL EQUIPMENT UNIT FROM DAMAGE AFTER INSTALLATION AND UNTIL < O NEXT AVAILABLE CONTAINER SIZE PLANT (I.E 4' POT TO ONE GALLON CONTAINER, Y CALIPER TREE FINAL ACCEPTANCE THE UNIT SHALL BE IN BRAND NEW CONDITION WHEN FULL OPERATION OF THE SYSTEM IS TURNED OVER TO THE OWNER AFTER FINAL ACCEPTANCE THE CONTRACTOR !� TO 25' CALIPER). SHALL, AT THEIR OWN EXPENSE, REPLACE ALL OR PART OF THE UNIT THAT IS DAMAGED AND � D v 16. CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO STABILIZE UNACCEPTABLE TO THE OWNER (f3 F- W cc ALL SLOPES 251 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOIL FROM SLOPES. THIS 19. LOCATE VALVE BOXES WITHIN SHRUB BEDS WHENEVER POSSIBLE ONE VALVE PER VALVE BOX. Z...... � ( O COULD INCLUDE, BUT NOT LIMITED TO, EROSION CONTROL FABRIC, STAKING, NETTING, AND STRAW Q WATTLES. SUBMIT METHOD OF SLOPE STABILIZATION TO LANDSCAPE ARCHITECT FOR REVIEW AND Zp, LOCATE VALVE MANIFOLDS IN CLOSE PROXIMITY FOR EASE OF MAINTENANCE, BUT NOT CLOSER WRITTEN APPROVAL 30 DAYS PRIOR TO IMPLEMENTATION. THAN 4'-0' BETWEEN VALVE BOXES. F- rr. CC Q 17. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, IN WRITING, 21, THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE AT A MINIMUM OF 50 PSI AT THE z Li- < cc IF HE/SHE BELIEVES ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE MAINLINE STUB OUT. CONTACT LANDSCAPE ARCHITECT IF PRESSURE IS LESS THAN 50 PSI OR FOR THE SITE OR MAY DIE SUBSTITUTION REQUESTS MAY BE GRANTED BY THE LANDSCAPE GREATER THAN 80 PSI AT THE POINT OF CONNECTION. IF THE PRESSURE IS LESS THAN 50 PSI, < D 0 Q ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF NOTIFICATION IS NOT GIVEN TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNERS REPRESENTATIVE IN WRITING, PRIOR TO -J THE LANDSCAPE ARCHITECT ALL PLANTING WHICH FAILS TO GROW (EXCEPT FOR DEFECTS PROCEEDING WITH THE INSTALLATION OF THE IRRIGATION SYSTEM. INSTALL PRESSURE REDUCER ^ RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS DETERMINED BY THE OWNER, NEGLECT OR AT POINT OF CONNECTION IF PRESSURE IS GREATER THAN 80 PSI LL n - VANDALISM) SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE 22 LANDSCAPE CONTRACTOR TO LOCATE EXISTING VALVES AND MAINLINE ON THE ENTIRE >- 18. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING, WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING SOIL,ADVERSE DRAINAGE PROPERTY. EACH VALVE SHALL BE REPLACED WITH A NEW PEB-PRS-D-NP-HAN SIZED TO FR CONDITIONS, OR OBSTRUCTIONS, PRIOR TO PLANTING. ACCORDINGLY. EACH VALVE ON SITE SHALL BE WIRED TO THE NEW CONTROLLER UNIT. 19. PLANTING RESTRICTIONS - PLANTING IS NOT PERMITTED DURING THE FOLLOWING CONDITIONS, UNLESS OTHERWISE APPROVED IN WRITING: A COLD WEATHER: LESS THAN 32 DEGREES FAHRENHEIT B. HOT WEATHER GREATER THAN 90 DEGREES FAHRENHEIT C. WET WEATHER: SATURATED SOIL D. WINDY WEATHER WIND VELOCITIES GREATER THAN 20 M.P.H. 20. ALL PLANTING AREAS SHALL BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. z O 21. DO NOT LOCATE TREES IN EASEMENTS. 0 cc 22. SEE CIVIL PLANS FOR EXISTING, TREES TO REMAIN ON SITE L L?.1 23. ALL AREAS TO BE PLANTED SHALL BE CLEARED OF EXISTING VEGETATION AND DEBRIS PRIOR F- 0 TO APPICATION. APPLY PRE-EMMERGENT TO SOIL PRIOR TO SEEDING (AS DIRECTED BY 0 PRE-EMERGENT SUPPLIER) TO KILL EXISTING WEEDS AND SEEDS. 3 0 Cr F- 441 CO Z s 4GIST�i O 36 O _x llC: 1-L P RE13 • ' fr e il. K �7�O N ,O 02/14/97 E WIC) EXPIRES 03/28/09 F- (1) DATE I 04/11/2008 °`_J DRAWN I BDH •‘,.... DESIGNED I BDH I CHECKED I MPA PROJECT # I TSD6701A0 Elm w SHEET TITLE NOTES CO SHEET NUMBER °- L3.1 in OF t SHEETS c.f) coo <8 z LP) °' PR I) cm (4 4. SIGNING/STRIPING PLAN z...j.. CIO = ti3:- e '" % ft . .....i (I) 0 14 ---- CO 0- -- 0 CD Tli CC I-- LI- / f ii‘Cf) g we la. i I'''"' ICCCI c\I < ; (:) 0 I: a; c) (2) ----\ CL, I tal Cr) C6Z if.-- g co , cv / Arik / / 14 Ilir 40000000000000007011 / r____:__ 7 \\ . 7 _ An, w co c-v--3 o -."' ' \ ,5,0 III * \ \ \ x 1 1 \ce; 1113-1 \ 0 F-- 0 (...) ... \ \ "\` ‘ \ r--- i Cr < I- Ark x „.._____ CO >,.. ,........ \ , , \ x 1 \ /''. 55 o w 1 \ .>< Z CC ..., \ ___ ____, bc)(0.° .. C, P\c \ < < 0 —I I— 0 cl- Z i \ 0 x , \ 0 LIJ 0 .....„-------- 00 \ Z (I) >c aii, Lu z Ark 0 --- x 11•111=1 .....i F... z CC E..... L1.1 ..1 0 w oo \ .411111.iiii D cc I 4 . 1.0 ).1/2. 40--I' Tear 1 Z = 0 ci Z Cr 5 ci, „... ...i.. 1 40 .... o . 0 0 \\_. .._ w F-. P. .... ...----- 10' TYP441111111 gill1111111 I i _ 6A-0° -, 1 ji iiiii01 yl .------ -- -- --- ■--- . --. ..-'''' ---el b II il I I Iti70A ( 1% ■- 0114111 I 0Z 1141t 0 _. ----- '4411111111e10111. .011111( IIMINIMIII 0 C.1 ------- ---- '1)\ .■' '' 4141V 0 3 2; 1111111 0 - ____ 1- - CM ..,-- / Si 41 , (II) 0 Fr"" C11111111111111 , a I__J A 4111 GO •::: 1PRO, :(1:47k ,.,- (3) rip ri) v) / 0 v‘f3 I NE'4,4 • 0 < 0 < / c 1 cD — 0 \....________, -----/ eu CC ill \WON _ n p 0 0:4- 13- \ q c, q Jo 4R 0 K. Ce"\' I \ LEGEND GENERAL NOTES LI. EXPIRES:DEC. 31, 2009 LTi I 1. MAINTAIN AND PROTECT ALL EXISTING SIGNS NOT FI. E \ 1 I 411) STRIPING DETAILS, SEE SHEET SS2. SHOWN ON THIS PLAN D DATE I 04/11/08 0 0 -0 Ank 2. DIMENSIONS SHOWN ARE APPROXIMATE. ALL Or.IIIN DRAWN I DKS CAD , . INSTALL NEW SIGN (N) ON NEW (M) SIGN SUPPORT. 0 ‘i Z ,3, STRIPING AND SIGN LOCATIONS SHALL BE DESIGNED I NNS 1..-1_,' APPROVED IN THE FIELD BY THE ENGINEER PRIOR ■ 0 0 TO INSTALLATION. 1 1111 I CHECKED I BKC 0 N = NUMBER PROJECT # I P07160 1 0 M = MATERIAL OPTIONS: H co E — 3. SEE SHEETS SS4 FOR SIGNING DETAILS. SHEET TITLE cL r- I-) 0 (5) = STEEL IA SIGNING/STRIPING (SSC) -= STAINLESS STEEL CLAMP 4. FOR SIGNING AND STRIPING ALONG DURHAM RD. 20 10 0 20 40 W PLAN 1 c_c3. SEE SHEET SS001. NIMIllill=1111111111 002 SHEET NUMBER 0 N 0) U c5.(2 SS 1 '--- a. / rl <1" ‘'. -- - -...., - ._ cr Y" 2: 2(I) o t � . .d. 4...) „ N N TRIPING DE TAIL O v co (00) 0 CD CO 0 V) § N CC 4I0 0 0 0 E,c, < .5 ,0 12" f NOTES. t DIMENSION SHOWN Q 2.., ON PLANS -t- 40' t► -f 40' --�- 12" MIN � � i-- -1 10' 12" 1. LOCATE STOP BARS 10' BACK OF THE ;,,, o 14" * * EXTENDED FOG LINE, EDGE OF PAVEMENT, C H �--- -- CD m m 5 SPACES ES, C� 4" o w3 - 1 8" TYP. OR CURB FACE. VERIFY SIGHT DISTANCE. r --r- -11 14" ..........■■■■■••1 f 2. LOCATE CROSSWALKS AS PER WHEELCHAIR RAMP LOCATIONS OR 5' BACK OF EXTENDED FOGLINE, EDGE OF CENTER LINES - TWO 4" YELLOW LINES. PAVEMENT OR CURB FACE. LINES SHALL BE THERMOPLASTIC (TYPE A) PAVEMENT STOP BAR CROSSWALK - SPACE TWO WHITE LINES 12" WIDE WHITE LINE. AS SHOWN ON PLANS. CROSSWALK SHALL 3. REMOVAL OF EXISTING STRIPIN G IS PARKING TICKS MARKING MATERIAL WITH BI-DIRECTIONAL YELLOW TO BE DETERMINED IN THE FIELD BY THE ENGINEER. TYPE I MARKERS. STOP BAR SHALL BE THERMOPLASTIC (TYPE A) BE THERMOPLASTIC (TYPE A) PAVEMENT 4" WIDE WHITE LINES (PAINT). PAVEMENT MARKING MATERIAL. MARKING MATERIAL. 4. ALL THERMOPLASTIC PAVEMENT MARKING MATERIAL SHALL BE INSTALLED AS PER SECTION 00850 OF THE OREGON STANDARD SPECIFICATIONS FOR HWY. CONSTUCTION. 5. ALL PAVEMENT MARKING SHALL CONFORM co TO THE MOST CURRENT ODOT SPECIFICATION. CJ) N COPIES OF THE MATERIALS SPECIFICATIONS ARE II AVAILABLE FROM: C.) I— ENGINEER OF MATERIALS AND RESEARCH HWY. MATERIALS LABORATORY C.) Qcy. 600 AIRPORT ROAD S.E. SALEM OR. 97310 H" (503)986-3100 C� 0 Cr QJ 0 F- 0 zI (01110 .1 2 (f) < iiiZ � -I X SUBSCRIPT FOR PAVEMENT MARKING. LJJ Z Q DENOTES COLOR. (Y)YELLOW OR U.] Q (W)WHITE. V D CC W * LANE MARKING DIMENSION LOCATION 0 AT q OF STRIPING UNLESS NOTED Z < FT 0 OTHERWISE. T Q a.emmum Cr cr Cr CC F.. < Q D 0 (0Q : >_. Z . o acc F11110111111111 .1.1 -- 0 C _Cl D O ...,-- Cr 0 0 0) (ir) 3 Z 0 ��\,t\GINE£ Jv0 7k ✓ C 18,503 !%' ;,,, < ( ) �"` cn \MOON a Cr L illkS6 10, 1� O o 41v K. COQ ;) Lf , w EXPIRES:DEC. 31, 2009 E ' a 0 DATE 1 04/1'/08 0 -E DRAWN I DKS CAD 0 ::-.. DESIGNED I NNS o I CHECKED IBKC 0 ° PROJECT # I P07160 o Hsi o SHEET TITLE ,- w STRIPING V) . DETAILS d h 1 O O SHEET NUMBER N U N d SS2 O CL - - L Ct) 0_ < _ ._______ - , , . (1) (13 8 g M w 0 N N SIGNING DETAILS (4) 4.4 ;-:cti = s 53 00 • ,�` ...J hi Ci C) g 0 C/) E \.-) oz ' LI: o IIC < � N IC) T ai N � C11111) 2 N Q O u- Q GENERAL SIGNING NOTES: * MAY USE 6" SIGN CZ ®c 8 4 1) CONTRACTOR SHALL SUPPLY AND INSTALL ALL SIGNS, AND IS RESPONSIBLE FOR STAKING SIGN LOCATIONS ON STOPPED LEG IF COLLECTOR I' AND OBTAINING UTILITY LOCATES FOR STAKED SIGN LOCATIONS. SIGNS SHALL BE LOCATED PER TYPICAL TYPICAL STREET NAME OR LOCAL. SIGN LOCATION OR AS SHOWN ON PLANS. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE FINAL STREET TYPICAL STREET NAME SIGN 0• SIGN INSTALLATION FOR NAMES WITH THE COUNTY SURVEY OFFICE AT 846-8723 BEFORE ORDERING AND INSTALLING STREET NAME SIGNS. INSTALLATION FOR 41- ARTERIAL INTERSECTIONS. "A . LOCAL & COLLECTORS 2) ALL SIGNING SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE COUNTY'S i; INTERSECTIONS. . R PERMANENT SIGNING LEGEND. 0 0 '� 6" • R p g" OR 3) STREET NAME SIGNS SHALL BE: (VERIFY FINAL STREET NAMES BEFORE ORDERING AND INSTALLING) r T SIG 51-OP Or THE E SE °F. Ai- A) FOR LOCAL AND COLLECTOR STREET INTERSECTIONS: SIX (6) INCH 0.080 INCH FLAT BLADE ALULMINUM OF 5E pF s Pi- SOT TO 0 Wail TED BLANKS, MOUNTED ON TOP OF POST WITH SPECIAL BRACKETS. pGE N ; TO E 1 I,� ,�-� �� , �il�• TO pU1� E 2.f MM , I0` O BB'S 0U� ✓A Mr , 4; IF "r T IF SIGH A�� IG�LETTERING: FOUR 4 INCH UPPER CASE SERIES C �I�• "' 9' �I IG� pF slp r gio 5 CD (4) Mr rip r �r E S p G �r �CID PRE-FIXES AND SUFFIXES: THREE (3) INCH UPPERCASE SERIES C ,r I�A� "" �M rr 1l" rr SUPERSCRIPT FOR NUMERICAL STREET NAMES: TWO (2) INCH UPPERCASE SERIES C Mr o :r Mr Mr I� LAYOUT PER "TYPICAL STREET NAME SIGN LAYOUT" TWO (2) SIDED :r Rr Mr Nr Mr rr 0/ B) FOR ARTERIAL STREET INTERSECTIONS: NINE (9) INCH 0.080 INCH FLAT BLADE ALUMINUM BLANKS, �; �� {I MOUNTED DIRECTLY TO POST WITH RIVETS FOR STREET NAME SIGN FACING THE ARTERIAL TRAFFIC A rr rr Mr� Mr 0 ' Mr APPROACH. FOR SIGN FACING COLLECTOR OR LOCAL STREET APPROACH USE 3)A) ABOVE. SEE DIAGRAM*. :: (Dry. r M < I— LETTERING: SIX (6) INCH UPPER CASE SERIES C r. (i) r��PRE-FIXES AND SUFFIXES: FOUR (4) INCH UPPERCASE SERIES C ,r 0 SUPERSCRIPT FOR NUMERICAL STREET NAMES: THREE (3) INCH UPPERCASE SERIES C CC LAYOUT PER "TYPICAL STREET NAME SIGN LAYOUT" ONE (1) SIDED, TWO (2) SIGNS PER STREET NAME. �° ,O C < 5 ) FOR SIGNALIZED INTERSECTIONS: TWELVE (12) INCH 0.125 MM FLAT BLADE ALUMINUM BLANKS, MOUNTED R� � , R13 sco TO MAST ARM OR STRAIN POLE FOR SPAN WIRE SIGNAL SYSTEMS. C� s CO ``�-� 1 E OF -� E OF -�- zI FAC FAC LETTERING: EIGHT (8) INCH UPPER CASE SERIES C LLJ U PRE-FIXES AND SUFFIXES: FIVE (5) INCH UPPERCASE SERIES C v (/1) co SUPERSCRIPT FOR NUMERICAL STREET NAMES: FOUR (4) INCH UPPERCASE SERIES C SIGN TREE o LAYOUT PER "TYPICAL STREET NAME SIGN LAYOUT" ONE (1) SIDED WITH BORDER z < .....1 W Z m MATERIAL FOR ALL STREET NAME SIGNS PER "SIGNING MATERIALS" F.— ~ Z ' Q MAJOR ST. W III 0 WIDTH OF SIGN PER BELOW TABLES FOR SIX (6) AND NINE (9) INCH BLANKS. J c c D cc SUFFIXES ABBREVIATIONS PER: "COMMON ABBREVIATIONS z CD SIGN TREE SIGN TREE 0 6 INCH BLANKS (TWO SIDED) 9 INCH BLANKS (ONE SIDED) Z = Q ei.‘"‘ # OF CHARACTERS BLANK WIDTH # OF CHARACTERS BLANK WIDTH CROSS INTERSECTION TEE INTERSECTON CC CC (NOT INCLUD. PREFIXES (NOT INCLUD. PREFIXES Z Q < AND SUFFIXES) AND SUFFIXES) TYPICAL SIGN LOCATIONS C9 D UP TO 6 24 INCH UP TO 6 38 INCH 0 NTS 7 TO 9 30 INCH 7 TO 9 48 INCH F- � 10 TO 11 36 INCH 10 TO 11 55 INCH 12 TO 13 42 INCH 12 TO 13 61 INCH 1111111 m OVER 13 48 INCH 14 TO 15 68 INCH FOR MAST ARM STREET NAME SIGN LETTER SPACING USE ODOT'S STANDARDS 5/16" GALV. OR ALUMINUM ALLOY WASHER .; COMMON ABBREVIATIONS �► AVE = AVENUE LN = LANE RD = ROAD o ' FACE SIGN li BLVD= BOULEVARD LP = LOOP ST = STREET 0 ri CIR = CIRCLE PKWY = PARKWAY TER = TERRACE CT = COURT PL = PLACE WAY = WAY 4061116. 3/8" X 7/16" DRIVE RIVET 0 z DR = DRIVE 0 ■ • ANCHOR SLEEVE 21 " X 21 " 18" DEEP O 1111111 4) POSTS 0 u ANCHOR 214 X 21/", 36" DEEP A MINIMUM OF 2 X 2 INCH X 10 FOOT GALVANIZED "UNISTRUT TELESPAR" OR 12 GAUGE o SIGN POST 2" X 2", 12" DEEP 0 PERFORATED POSTS OR APPROVED EQUIVALENT SHALL BE USED. ° � J cilium ., 0 jj1 - A 2 X 2 INCH X 12 FOOT (MIN.) 12 GAUGE GALVANIZED "UNISTRUT TELESPAR" OR 12 GAUGE G PERFORATED POSTS OR APPROVED EQUIVALENT SHALL BE USED WHEN A COMBINATION OF ,ii o, I— SIGNS IS MORE THAN 36 INCHES IN HEIGHT. SIGN COMBINATION AND MINIMUM SIGN MOUNTING .,\N ,�% ,o ��\ ° n CIIIIIIIIIIIII M HEIGHT SHALL DETERMINE POST LENGTH. \// ,,��,,� 8 / * POST 0 " /, / p/,/,-/ SLEEVE o PROft -k Q SIGN POSTS AND ANCHORS SHALL BE INSTALLED PER 'TYPICAL SIGN INSTALLATION ',��,`. / Q c��►�G N e� J'va ;'':o1 . �' /< ANCHOR ,x/7/\ , . , 3/8" X 7/16" c. ,/ pi �� ' 18,502\' `� ,,/N/ DRIVE RIVET 0 o ON v ` 10, Z0 TYPICAL SIGN INSTALLATION 0 coQ� � Q K. W NTS EXPIRES:DEC. 31. 2009 g H L o DATE 1 04/11/08 z DRAWN I DKS CAD 0 4, DESIGNED I NNS 0 CHECKED I BKC 0 0 PROJECT # I P07160 Q� ,) a_ SIGNING SHEET TITLE co 0 �i LU N ' Cl) DETAILS 00 N o 0 SHEET NUMBER fV 0 N 0 � SS3 �- ma. < Cor) C 00 8 'A Q„) 0 r . M M M Q Co) . -.„ SIGNING LEGEND/SIGN AN D POST T ABLE (,) j X 0 I- tl) CO 1 C/) ..... O 4C.• ii, i< tQ O Q o 1' — 0" 1' — 0" CI) 2 -.r ► -•.� ► i� O Q U)) c r . �� , ° DO NOT � � A it I 6 1E M 6"EM :r) fl/BLOCK PARKiNG INTERSECTION , .. .. -Cu . .. .. ONLY 3„C ONLY 3"c . ��i 2” X 7.75" V r��o 2" X 7.75" SIGN NO. 0 SIGN NO. 0 SIGN NO. 14 SIGN NO. ii SIGN NO. 16 SIGN NO. 0 cf) ---) W CO J N (R10-7) (OR7-3B LEFT) (0R7-3B RIGHT) (R -1) (R7-107a Modified) (R7-107a Modified) cc) LL1 * Q i- 0 F-- F- 0 Q Cl SIGN SIGN SIGN BORDER RADIUS ARROW SIGN SUB- COLOR TYPE OF SUPPORT POST FOOTING LEGEND SIGN REMARKS It,,,_ >1.. 0 NO. LOCATION DIMENSIONS WIDTH SIZE TYPE STRATE BACK- TYPE NO. I >. SECONDARY Cl) fr ROUND LEGEND �, < U SIGN SUPPORT LOCATION MIN. .1J 2/ r. � � � SIZE (IN.) LENGTH DEPTH 4/ i .�> > ?� >- o- 0 F- 0 3/ Cl-Ll w w w w < m n_ W -1 w a. r,�� : 2 O I. U- 0 0 C. CL - m Y { Z z 'i- g c" le '±- -(i Z F." LU UJ tL R Q W< _i D 0 D 6 W O — Y (� < LL! �+ a.WIDTH HEIGHT = = - N _ - - cNi to D O O > w m CC w 2 3 to w x LENGTH w o . (IN.) (IN.) N r M c. mott < = X - v j- m i- g Ce °F-° U) w .-1 w it w W f § (FT.) -' W Z (I) ` O) W Pi i W W Z Q to C'3 c� 0 LL. Z o � w oa CL � w F- Off 4 � a0. � � > � CO w Q ~ ;; � X � w �_✓ U _o o <t p W Z z CL _ w �„ w C, to b. CV [II. m I� z li O �-- 0 p y Z =rz. z Q 0 0 J ioC3 z W a. 1'.. 2 Ili ' !- F- i- H 1- Z W Q r ¢ = Q _� CC Z '-' LL' J • d. .d. N Q F'- _ ~� _ z a- a. CL co W < < < < Z CL 0 'S I- 2 u) in co u) o to W = w m -1 O O !— m W 2 Q Z LL1 d 12 "Access" 1+83.0 Lt. 24 30 II W1 ©_. BK X 3 C ■ 2"x 2" 11'-0" w . y "Access"2+72.0 Lt. 24 30 W1 BK X 2"x 2" 111-0" W II ■III 1 11 W � cc 'Access"2+39.0 Lt. 12 • 18 W4 R X 4 Mount behind Sign No. 6, facing vest. ---I ~ 0 13 g � t Ili • 11111 I U CD J 0 ci 14 "Access" 1+83.0 Lt. 12 18 Ill W4 ismiggi R X IIIIEIIIIIIIIIIIIIIIIIIIII Mount behind Sign No. 3, facing Kest. Z (,r C U N____m I N z aC Q 15 "Access" 1+43.0 Lt. 30 30 II R 113111 R SW X 6 EIIIIIIIIIIII 2"x 2" 121-0" CD 0 C.D "Access"2+39.0 Lt. 30 30 II R is R SW X O 2"x 2" 121-0" O (••••' F- i••_ "Access"6+06.0 Rt. 30 30 II R Es�R SW X ellIIIIIIII 2"x 2" 121-0" a ■ �■��IIIIMIIIIIIIIII m 16 "Access"6+50.0 Lt. 12 30 II W5 121111132 BK X 19 E11111111111 2"x 2" 11'-0" Mount sign facing vtest. 17 "Access"4+10.0 Lt. 12 30 W5 11111 BK X 20 I X Mount sign facing vest . U aa IIIIIIIIIIIIIIII . Z O Z 0 i . � .�. Fia" L 0 I BK BLACK R=RED 2/ NOTE: L,C,R ARE LOCATIONS OF POSTS 3 I DISTANCE FROM FACE OF CURB TO THE 4/ NOTE: THE LOCATIONS SHOWN ARE D tc- a BL=BLUE RB=RED-BLUE FACING THE SIGN. NEAREST FOOTING. ° CENTERLINE OF THE NEA EST OOTIN . APPROXIMATE EXCEPT FOR SPEED _,,-- BR=BROWN SW=SILVER-WHITE L=LEFT POST ZONES, SCHOOL ZONES AND MI EPOST I Y=YELLOW C=CENTER POST (I) O=ORANGE YG=YELLOW-GREEN MARKERS. EXACT LOCATIONS ARE TO 4 R=RIGHT POST BE DETERMINED BY THE ENGINEER. Z ,,v) . ,&G I N e `' 18,503 � % 0 V 9,Q c '8 cr 4:IN o G9) O 2 C)t ij . 4N K. C©Q — EXPIRES:DEC. 31, 2009 g a l'" o DATE 104/11/08 -E z DRAWN I DKS CAD DESIGNED I NNS E. 0 I CHECKED IBKC 0 PROJECT # I P07160 0 0 uj SHEET TITLE NOTE.. SIGNING LEGEND (f) SIGN/POST DATA TABLE ° Signs shown with broken borders SHEET NUMBER 0 N U«� 0 a are existing signs. ,- Z SS4 _ - a_ �� . Cli .. (Pi, (nz i g r ILLUMINATION LEGEND AND METAL LIGHT e ,r mit s s oN0, r �` ....1 iv Cofts) a 0 V) a�i 1- ti e/1/41"! Z a s., o METAL LIGHT POLE TABLE I `� .,,-- co CIC 6 N POLE ATTACHMENT UPSWEEP ARM LUMINAIRE MOUNTING BASE STATION HEIGHT OF BL LAMP LINE HEIGHT PLATE NOTES I> Q g NO. ARM(ft) LENGTH RISE (1) (ft) (Watts) VOLT TYPE (ft) CONFIG. too LEGEND _ z LI_ cz 1 1+82 28.5 6'—O" 1'-6Y2" 30 250W MH 240 V M—C—III 30 F H (180), PE �' POLES 2 3+14 � �> >t � � o_ 28.5 6 —p 1 —6Y2 30 250W MH 240 V M—C—III 30 F H (180) INSTALL SPUN ALUMINUM LIGHT POLE NO. (N) FOR ' 411 ROADWAY ILLUMINATION. (SEE METAL LIGHT POLE 3 4+10 28.5 6'—O" 1'-6Y2" 30 250W MH 240 V M—C—III 30 F H 180 TABLE). LIGHT POLE SHALL BE CHOSEN FROM THE ( ) MOST RECENT PGE APPROVED STREET LIGHTING EQUIPMENT LIST AS PER SPECIAL PROVISIONS. 4 5+08 28.5 6'—O" 1'-6Y2" 30 250W MH 240 V M—C—III 30 F H (180) P INSTALL SPUN ALUMINUM LIGHT POLE (X) 5 6+05 28.5 6'—O" 1'-6Y2" 30 250W MH 240 V M—C—III 30 F H (180) M FEET FROM FACE OF CURB. 6 SEE PARKING 28.5 6'_p» 1'_6Y" 30 250W MH M—C—III AREA 2 240 V M C III 30 F H (180) 0 INSTALL 120 240 VOLT BASE—MOUNTED SERVICE 7 SEE PARKING 2$ 5 W rel—) AREA 6'—O" 1'-6y2" 30 250W MH 240 V M—C—III 30 F H 180 CABINET WITH METER FOR ILLUMINATION CIRCUITS. { ) SEE SHEET 1L-03 AND SPECIAL PROVISIONS. 1 SEE PARKING (/)8 AREA 28.5 6 —p„ 1,—6Y2 30 250W MH 240 V M—C—III 30 F H (180) 9 6+85 28.5 ” 30 250W — I•"' 6 --0 1 6Y2 MH 240 V M C—III 30 F �� H (180) JUNCTION BOXES ._.,I . 0 5,2 JB INSTALL 17"x 10"x 12" (MIN. DIMENSION) PRECAST BL = Base plate to luminaire height < 440 Cr 1A CONCRETE JUNCTION BOX WITH CONCRETE APRON. F = Fixed base illumination pole F— ---- F- INSTALL 22"x 12"x 12" W C� JB 2 (MIN. DIMENSION) PRECAST 2A CONCRETE JUNCTION BOX WITH CONCRETE APRON. M = Metal Halide es...„.— El) Q PE = Provide welded hub on metal pole `.. po e for photoelectronic control. See detail and ODOT Std. Dwg. TM465 J CONTROLLERS M-C-Ill = Medium—Cutoff—Type III light distribution CD <C H(n) = Handhole orientation measure from luminaire arm clockwise direction (n=angle de rees in PE INSTALL 120 240 VOLT PHOTOELECTRONIC CONTROL ON degrees) Z I-- 0 lir ILLUMINATION POLE. SEE SPECIAL PROVISIONS. 1J ' Z OiiiO CONDUITS . LI gas CD ._J ii .--- 0 Z INSTALL (5) IN. SIZE RIGID NON—METALLIC ELECTRICAL CONDUIT. L.0 Z „,..1 F- z ;/ INSTALL 2 INCH ELECTRICAL CONDUIT AND PULL LINE FROM SERVICE �`C 0 W 0 CABINET TO TRANSFORMER PER PGE REQUIREMENTS. CONTACT MILO -- .— STAR, PGE, (503) 570-4414 AT LEAST 5 BUSINESS DAYS IN 60A, 2P 4 /Eh F— , Q W PHOTO ELECTRIC CELL ADVANCE OF ACCESSING TRANSFORMER. LOCATED ON LIGHT POLE #1 1 NW < me D CC Ark INSTALL 2 INCH CONDUIT STUB WITH A 1250 LB DETECTABLE PULL 15A, 1P LIGHTING CIRCUIT ' ' ' z ~ NV C RCUIT #1 < 1 LINE FOR FUTURE USE, CAP ENDS. P.E. # _ CELL � 2 = a p TEST 20A, 2P CC Er SWITCH CONTACTOR D Q WIRES 60A I '°[ J � BUS COIL 6 8 ,.. Ja - - N INSTALL TYPE XHHW COPPER ELECTRICAL CONDUCTORS 20A, 2P 2 • , ::E • 2 • .,.,_ I--- F- (N=NUMBER OF CONDUCTORS, S=SIZE OF CONDUCTORS) 120/240 V, 1PH LIGHTING CIRCUIT #1 LIGHTING CIRCUIT #2 2 m G (5) INSTALL ONE NO. (5) GREEN TYPE XHHW COPPER GROUND 3W SERVICE J CONDUCTOR. A METER 20A, 2P 9 LAN ROADWAY ILLUMINATION CIRCUIT NO. (N). CONTACTOR 2 TO UTILITY i' CONNECTION COIL 20A, 2P • • -- —d----a 1 -.t'1__r'-,__.rte LIGHTING CIRCUIT #2 p ,,--,____________, , , _ 0 1:(.4-d: Hc: 0 _ D a o Q z 0 I--CC °>, o 1k J o (1) c, LEGEND Z r ° PROT4fie 0 0 0 .�� GI NE-f. �, v C 18,503 %• ' o PROPOSED STREET LIGHT NUMBER (L) ON CIRCUIT (C).i 103Y 0 NEUTRAL — .- 0 BUS \kitaN b a ♦0 • \,N4. � Q AN K. COQ - i U. w EXPIRES:DEC. 31, 2009 a I-- SERVICE CABI \ ET A1\ D CIRCJIT BREA < ER DETAIL 0 d DATE 04/11/08 b DRAWN I DKS CAD DESIGNED I JLS 0 CHECKED IBKC PROJECT # I P07160 F- 0 N o SHEET TITLE W ILLUMINATI(1) ON LEGEND/DETAILS SHEET NUMBER N U C:) N ..i. iL1 eL ax in � _ ,.�. ... �_ _•.......M ......._�..� (4 V) 8 A ta) a c.41). i ILLUMINATION PL AV N I._ o W10 L#2 cs 0 0 ©1 o L#2 8 G ea # 0 , G 8 JB ~ to 1A 0 gi Is 11117 8 da. CC (1; O tilt a y I • �''°•,, JB x'10 L#2 � �---\\--- if ik,A ¶;o L#2 JB lA G � ip---- , L#2 ©j L#2 0 \,/„A . G 8 7" 4 / .--, r ØP ---_.,- •yr s., \ Pir 10 L#2 G8 G8 CO 00 // = (f) N ,_ r_4_, X10 L#2 Jg 0 '■ .. . 41111ipq 'i'. �``'`- G S ' / 1A 1 A LJJ(...) I- .. . 40 0 ___, 8.5 9 JB 0 — lA ,f/el, Z... IN marameistawaiaws. ......0■..• ammumown..... sawirmirwoorom MINIIIIIII■ipb UNIIIIIMININIMMINIMINI• 0 CE < F.- ..'"S''''''''...■... ..,... Itil 0 CO CO >Mil Ei /7,---,\\ - EL EMEN TA R Y ACCESS RD <C � CC t10111) __________± ...... 5+00 - 4+00 3 W < 0 K,,,,,.„,,,,, ,, I P P Z P W i ll G 8 4 6 6 � W �1 o L#2 oc1) J liverm.„_ in (...) // F-_, 4q. Cf�NI // 0 • _ IlIailin- ,............„_____ impr. .... • -NI .• .• a. u...1 z b simi xemen 0._ --�'_ -- -•— -.-.._�. �� , .............. z ....j 1.- z 0 „ .................. — w 4tc, 0 /0 G 8 . JB - I / Uri 0 L#1 JB L # 1A Ewa <1..." W 1A G8 JB G10 J CC ©10 L#1 1A 2/10 L#1 40) JB # # IT 0 G 8 Z 1A G 8 ©'10 L#1 _ 1 o L#1 'S :i: 0 w G8 G8 �� CC 0 L#1 10 G8 CC # �' L#1 ©10 r � Q J D 2* P-- . -1-4 0©® 0 4 m � L#1 E 10 kl L#2 10 L� G 8 �i - ' tat 6 4 ©10 L#2 VI* ' " y- G 8 / .-9 JB P PE 0 L1 �/ - B � # 2A q► G Z ct 0 i;10 U •`� 17- Ei >. ...7 0 __ -I„ 10 „0°7 -_-.- c ) ,- ----„,,,,,,,, D CD = Er 0 0 rn — CONSTRUCTION NOTES i-- Z 00 !� CO � rn _ / CO (A SERVICE CAB I NET TO CONNECT TO PGE POWER N 0 G 8 SOURCE ON PGE POLE NO. 22. PEND I NG F I ELD Z i� ,�,pPRO/61 > X10 L#1 APPROVAL FROM M I LO STAR, PGE, (503) 570--44 14. 0 �,� G I N E `j J; v / OR 4 18,503 V e. W �p � �,� CONTRACTOR TO REMOVE EXIST I NG PR I VATELY OWNED C� , '�' + --�''� LIGHT POLE AND ENSURE THAT THE REMAINING 0 1 .. • PRIVATELY OWNED LIGHTING SYSTEM I S FUNCTIONAL. Cr \ aN / ,...:7' JB CONTRACTOR TO COORDINATE WITH PROPERTY OWNER 4 `Y la '34 �° PR 1 OR TO REMOVAL. �, qN K. COQ v w EXPIRES:DEC. 31, 2009 § , F- g G 8 0 DATE I 04/11/08 0 ''10 L#2 DRAWN I DKS CAD . /,/III"''', DESIGNED I JLS o ;i th CHECKED I l E co R / SHEET TITLE h ILLUMINATION 20 10 0 20 40 CO PLAN o SHEET NUMBER N U SCALE. 1 " = 20' - 1L2 ,-- CC)