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HomeMy WebLinkAboutWalnut Crossing Subdivision I, 4Z i.t'r' 9 rd ",, ha TAXLOT38O2 INALIMIEN LIT C ROSS I !SI G S Lij El 11) IVIS 10 IS" f re , 4. ,., al UNITY TOWNSHIP 28, RANGE 1W, SE 1 /4, NE 1 /4, SECTION 04, W.M., CITY CIF TIGARD, WASHINGTON COUNTY', OREGON DEVELOPMENT VICINITY MAP 9200 SW Nimbus Ave. Beaverton, Or 97008 *. l`q gP PI 503-452-8003 [FJ 503-452-8043 Zh 5` c www.alphacommuni y.c©rn v - t 1 1 A 'Iut #: 4k: 4 DATE: 4 i -: - .:. ... .. -:.. ,.. ,. ,.... ... .......... _.,,,.., .'.I....... ... ...... ...„ter. .......,. .... .... .. ,.. .. ,,.,... ,.___. ., .. .. -......... ,... --... ., _ - .. _ ..- ,.... .. .. .. ,., ._ ..-. ,. .. s ; t .•3rtt'.t ,ism .Tice;it , r 4 REVISIONS t PROJECT Al A : : :, t TAX MAP: 2S104AD i..,F t \ ; it NO. DATE DESCRIPTION TL: 4000I /1/ h \ 1 1 . L.t"?mil;x�, a a. , .: r TAX MAP: 2S104AD TAX MAP: TAX MAP: 2S104ADmatt, _ rs• TL: 4100 2S104AD TL: 4100 - TAX MAP: 2S104AD TL: 4200 - n ,," ,, I TL: 3900 i I i I I N.T.S. I .0 itkir, (I) ammo 4•Immo ..... .1.... ....iffaimmiliwim e("X8G91 7:4,4,r* =Mem ammo i•. Z +R: r TAX MAP: I Cl► I 43i) r 1r `�5 14 2S104AD I I- 1 I 1 I 2 I 3 I 4 I I I I M. P P`" TL: 4500 0 I I I ! 5 I 6 I 7 I 8 '1 I Zr I I I I I m 9 I VALID THROUGH 12-31 08 .. C 2 TAX MAP: 2S 104DA E I '` - TL: 1300 -----------___________ _ jgi WALNUT co ........ •••••••• -- _ - _ _� --- _ _ SW S E'VI L AvL _ I `_ " _gm -" .___ -- -- CROSSING TAX MAP: 2S104AD 1 1 TL: 4900 — -- - -- — SUBDIVISION �- -- - - - - - �__�__ _ _ ISHEET INDEX � - � - - - - -- 1 . TITLE SHEET I - - --- 2. CONSTRUCTION NOTES ► - - - 3. EXISTING CONDITIONS/DEMOLITION PLAN 4. SITE PLAN I 5. GRADING PLAN TAX MAP: 2S104AD I I TL: 3800 �B, SDLN111 AND DETENTION PLAN AND PROFILE TITLE I TAX MAP: 2S104AD I 7. SW SEVILLA AVE AND STORM PLAN & PROFILE (1) TL: 3700 I 8. SW SEVILLA AVE AND STORM PLAN & PROFILE (2) SHEET 1 i tf 9. TRANQUIL LANE AND STORM PLAN & PROFILE I I I 10. WALNUT FRONTAGE PLAN & PROFILE . . . 11 . CURB RETURN DETAILS 12. SIGNAGE PLAN PROJECT TEAM: 13. SANITARY & WATER PLAN & PROFILE 14. DETAILS APPLICANT NOTES 15. DETAILS UTILITIES 16. DETAILS CASA TERRA, L.L.D. & SERVICES SITE AREA: 2.33 ACRES CONTACT: JERRY PALMERL1. TREE REMOVAL, MITIGATION AND STREET WATER: CITY OF TIGARD ZONING: .5' TREE PLAN 9200 SW NIMBUS AVENUE WATES: CITY OF TIGARD TAX MAP: 2S1 04 AD L2. NOTES AND SPECIFICATIONSa a BEAVERTON, OR 97008 SEWER: CITY OF TIGARD TAX LOT: 3802 PH: (503) 452-8003 POWER: P.C.E. NO. OF LOTS: 9 COMMUNITY DEVELOPMENT FIRE: TUALATIN VALLEY FIRE AVG. LOT SIZE: 7528 SF APPLICANT'S AND RESCUE REPRESENTATIVE SCHOOL: TIGARD-TUALATIN SCHOOL PROJECT NO.: 328-038 ALPHA TYPE: CONSTRUCTION COMMUNITY DEVELOPMENT GAS: NW NATURAL GAS REVIEWED BY: CONTACT: JEFF VANDERDASSON SCALE 9200 SW NIMBUS AVENUE - 50 0 25 50 100 BEAVERTON, OR 97008 DATE bfr 1'q(o PH: (503) 452-8003 APPROVED 1 IN = 50 FT N:\proj\328-038\dwg\Asbuilts\Sheets\328038-COVR_ASBUILT.dwg-SHEET:COVR Jun 17 2008-3:45pm jrn ,.: ....... , . , ,_ , „, ,..,, , GENERAL CON13ITIONS cONSTRUCTION NOTEs: ,, , ,,, .„4„., 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE 4. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) 4. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. MAIN AND 10 FEET INTO THE LOT. THE END OF EACH LATERAL SHALL BE SET OF APPROVED CONSTRUCTION PLANS AND ALSO MAINTAIN AT LEAST ONE (1) 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR SET FOR CONSTRUCTION AS-BUILTS ON THE JOB SITE AT ALL TIMES DURING THE MARKED WITH A 2"x4" PAINTED WHITE, EXTENDING FROM THE INVERT TO STREETS AND HIGHWAYS", U.S DEPARTMENT OF TRANSPORTATION, FHWA, 2003 EDITION. CONSTRUCTION PHASES. A MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE .2 x4" TO THE INVERT WRITTEN THEREON. alpha 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATION 5. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS AND, IN ACCORDANCE WITH A CITY JOB SPECIFIC APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TESTED IN ACCORDANCE WITHTHE SPECIFICATIONS AND SHALL CERTIFY THAT ALL 5. COMPACTION SHALL BE PER APWA DIVISION III' SECTION 301.3.0Z CONTRACTOR TO TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. MATERIAL DELIVERED TO THE JOB SITE MEET OR EXCEED CITY OF TIGARD SPECIFICATIONS 6. TRENCH BACKFILL OUTSIDE OF PAVED AREAS MAY BE EXCAVATED COMMUNITY 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM PRIOR TO DELIVERY OF MATERIAL TO THE SITE ANY MATERIAL NOT CERTIFIED BY THE TRENCH MATERIAL CONFORMING TO "CLASS A" PER CITY STANDARDS THE CITY ENGINEER THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS SUPPLIER SHALL BE REMOVED FROM THE JOB SITE AT NO ADDITIONAL COST TO THE OWNER. & SPECIFICATIONS. COMPACT TO 95X AASHTO T99. DEVELOPMENT TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT, 7UALATIN FIRE & RESCUE, FTC) AND TO TRI-MET AND TIGARD 6. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND 7. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTORS SAFETY PRECAUTIONS THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF REPLACED WITH 1--1/2 -0 CRUSHED ROCK: THE ENTIRE SUBGRADE SHALL AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED FOR THE BE THOROUGHLY COMPACTED TO 95% AASHTO T99. CONTRACTOR TO PERFORM HIS/HER WORK 6, ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICES AND MAIL 7. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, 8. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS 9200 SW Nimbus Ave. SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED, COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE ROOTS, TOPSOIL AND OTHER MATERIAL IN THE ROADWAY AND /N ALL MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION Beaverton, Or 97008 7. TRAFFIC CONTROL DEVICES FLAGPERSONS, ETC, SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL STRUCTURAL FILL AREAS INCLUDING BUILDING ENVELOPES MATERIAL OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE NS FAILURE BE EFFECTIVELY MAINTAINED. SHALL BE DISPOSED OF IN SUCH A MANNER AS TO MEET LOCAL REGULATIONS OR DRAINAGE PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS & CONSTRUCTION VEHICLE, EMPLOYEE PARKING AND MATERIAL STOCK PILE TO BE ON SITE [ � [ �-�52- 043 OTHERWISE AUTHORIZED BY THE CITY MANAGER NO PARKING TO BE ON PUBLIC RIGHT-OF-WAY. 9. ASPHALT CONCRETE PAVEMENT MIX TO MEET THE CRITERIA SET FORTH IN THE LATEST ODOT SPECIFICATION 00745, AS MODIFIED www.alphacommunity.com 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 A.M. TO 3:00 P.M. UNLESS AUTHORIZED BY THE 9. ACCESS TO SITE SHALL CONSIST OF A ROCKED PAD OF ADEQUATE SITE AND DIMENSION TO BY WASHINGTON COUNTY. SUBMITTAL OF THE DESIGN SHALL CITY ENGINEER NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY FOLLOW THE REQUIREMENTS OF THE LATEST COPY OF THE 000T THE CITY ENGINEER. PREVENT DIRT AND DEBRIS FROM BEING TRACKED ONTO ADJACENT STREETS CONTRACTOR HMAC DESIGN GUIDELINES IF AT ANY TIME THE CITY'S INSPECTORS DETERMINE THAT THE ADJACENT CITY STREETS DATE: 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. ARE BEING DIRTIED DUE TO DEBRIS TRACKING, THE CONTRACTOR "AT HIS EXPENSE" SHALL 11. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY HAVE THOSE STREET MECHANICALLY SWEPT REVISIONS CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER �T NOTES NO. DATE DESCRIPTION AT (503-639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRE-CONSTRUCTION MEETING DE ourno 1 OTES 1 Q. CLEANED MANDRELED EEG. IF PVC AND VIDEO SHALL BEFOR THOROUGHLY 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR (MICHAEL WHITE) AT (503-639-4171) TWENTY-FOUR (24) ACCEPTANCE, PER R&O 04--09. HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION, AND AFTER COMPLETING WORK 1. CONTRACTOR MUST OBTAIN DEMOLITION PERMIT FROM CITY OF TIGARD BUILDING COVERED BY THE PERMIT. DEPARTMENT PRIOR TO STARTING DEMOLITION WORK. 11. COMPACTION FOR ROADWAY EMBANKMENT AND ROADWAY SUBGRADE SHALL COMPLY 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLANS AND ALL AMENDMENTS WITH APWA 204.3.09 . THE MAXIMUM DRY DENSITY OF COMPACTED MATERIALS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO TIME PERMIT TERMS, CONDITIONS AND PROVISIONS 2. REMOVAL OF EXISTING INTERIOR FENCES SERVICE LINES (AERIAL & UNDER- SHALL BE DETERMINED BY AASHTO T99 OR T180. AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE THE CITY'S STANDARDS AND GROUND POLES, MISCELLANEOUS ITEMS NOT SHOW AND THE CLEANUP OF DEBRIS 2. SPECIFICATIONS AND TO THESE GENERAL CONDITIONS CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN THE CONSTRUCTION AREAS ARE ALL TO BE INCLUDED IN THE REMOVAL BID ITEM. 14. USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS CURBS AND DRIVEWAYS IN ADVANCE OF WORK PERFORMANCE, 32. PER CITY OF TIGARD ENGINEERING STANDARDS. 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND 3. IT SHALLODBI THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE 4 APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS A COPY OF THE AND COORDINATE THE REMOVAL OF EXISTING UTILITIES OR PROPER DISPOSAL AND/OR FILLING ACCORDING TO DEQ/WASH. CO. SANITARIAN, ,W,�,��, ��„ �1�G�1�1;,,�,� PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. IF THEY ARE TO REMAIN (SEPTIC TANKS, LINES, ETC.). IT SHALL ALSO 5 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE STATE AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT THE CITY MAY AT ANY TIME ORDER IMMEDIATE OF OREGON WADI? MASTER 503-681-7018 TO APPROVE THE FILLING AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON ITT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND TO CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. OF ANY SEPTIC TANKS & REMOVAL OF ANY EXISTING WATER WELL. I. RECEIVE A TPW(CITY OF TIGARD PUBLIC $t)RKS, WATER(AWSIOIN) STAMPED APPROVAL ON CONSTRUCTRAI PLANS 17. REQUIREMENTS THE CITYON MAY ATA7RANYIRTTME EROSION CONTROL ACTION AND STOPPAGE INSTALLED OF WORK AINTAINED TO ACCOMPLISH EFFECTIVE EETTNG THE E Q. �'r��l� �ir 1�T{�7[�� 7 THE CtJN1RACT(JR SHALL MAINTAIN ONE �T OF TPw STAMPED APPROVED FOLIOS ON THE CONSTRUCTION S'TE AT� TIMES Q EROSION CONTROL. CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS WITHIN NEW SUBDIVISIONS '�� c�t1 1. THE BRUSH AND TREES FROM THE CUT AND FILL AREAS SHALL BE & 4�G►NE- 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKDUST, REMOVED FROM THE SITE OR DISPOSED OF AS DIRECTED BY THE NOTIFY TPW WATER DIVISION 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO A PRE-CONSTRUCTION MEETING. TELEPHONE EXISTING SIGNS, PAVEMENT MARKERS MAILBOXES ETC, SHALL BE REESTABLISHED, REINSTALLED OR REPLACE, WITH LIKE KIND AND ENGINEER. THE STRIPPINGS MAY BE SPREAD OUT IN 8" LIFTS TO A MAXIMUM SQIHl:DtILE $97 9. 503-639-417i. MATERIAL. DEPTH OF 1' OVER THE LOTS, WHEEL ROLLED, GRADED AND SHAPED TO DRAIN 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED TO STREET OR REAR LOT DRAIN WHERE APPLICABLE 10 ALL KIRK SHALL. BE IN ACCORDANCE WITH AWN (AMERICAN WATER WORKS ASSOCIATION) STANDARDS ON THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY , - AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 2. EMBANKMENTS OR STRUCTURAL FILLS FOR ROAD WAY CONSTRUCTION OR FILLS TO BE 11. ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. '' 30,46 , �, CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND }' M P P 20, OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORTH SHALL BE BROUGHT TO GRADE IN LIFTS LOOSE MEASURE ALL ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT DINED, Cr NEW MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE "TYTON" MINT IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF THE RULES MAY BE OBTAINED FROM THE CENTER BY CALLING EMBANKMENTS, FILLS AND BACKFILLS WITHIN 3 FEET OF ESTABLISHED SUBGRADE SHALL DUCTILE IRON, CLASS 52 ALL FITTINGS SHALL BE MJ(MECHANICAL JOINT) UNLESS OTHERWISE SPECFIED. VALID THROUGH 12-31--08 503--246--1987. IF YOU HAVE QUESTIONS ABOUT THE RULES CONTACT THE CENTER? NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. BELOW THE 3 FOOT LIMIT, AT THE PERMIT HOLDERS EXPENSE COMPACTION SHALL BE 90 PERCENT, MATERIALS WITHIN 1 FT. BELOW ROADBED 12. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFRLL SHALL BE 3/4"-O" GRAVEL SUBGRADE OR STRUCTURE FOUNDATION ELEVADON SHALL BE 3-INCH MAXIMUM AND 21. THE CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. ALL VALVE OPERATING NUTS SHALL BE WHIN 36" OF FINISHED (MADE, OTHERWISE VALVE GTRAIING NUT EXTENSIONS WILL BE REQUIRED. OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK 3. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 33, SECTIONS 3309.4, 3309.8, AND 13. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET Cr FEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS, AND BEND PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 3305 OF THE UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER LOCATIONS (SfE DETAILS FOR MINIMUM BEARING AREAS). THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF WALNUT 22. A TEMPORARY HARD-SURFACE PATCH (COLD-MIX AC OR HOT..-MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS TEN FEET IF THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. 14. A 4 X4 XB-0", PAINTED BLUE, SMALL BE INSTALLED IN FRONT OF EVERY 2--HOOT WATER SERVILE LOCATION, AND REMAIN THERE UNTIL THE WATER AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFFSITE SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE FABRIC, EQUIVALENT TO EXXON GTE 12500, ALONG THE BOTTOM OF THE STARTING METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJX2"IPT TEE AND 2"IPTX100 COMPRESSION FITTING AS MANUFACTURED THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK BENCH, THEN PLACING A SIX INCH LAYER OF 1 1/2"-O" DRAIN ROCK, AND FINALLY BY MUELLER COMPANY COVERING THE DRAIN ROCK WITH NONWOVEN FILTER FABRIC: SUCCESSIVE BENCHES WILL 23 WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, 15. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJX6"FLG FLANGE TEE 6"now GATE VALVE 6"MJXMJ HOLDING AND A MODERN MUMFR CROSSING IN THE CITY INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK BE COMPACTED !N LAYERS NOT TO EXCEED 8 INCHES. EACH 8 INCH LAYER SHALL BE (FLANGE) COMPACTED TO A MINIMUM OF 90 PERCENT AASTHO T-180 DENSITY. THE FILL SLOPES CENTURION FIRE HYDRANT A-44Z 6" MJ, 5-1/4"MVO, 3-PORT(2-2 if"NST HOSE CONNECTION, 1-4 E NST PUMPER), 1 If" PENTAGON AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' EXPENSE. SHALL NOT EXCEED 2:1 AT FINISHED GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED EQUAL: MUELLER CIENTURIal A-423, WATERIOUS PACER 6790, CLOW MEDALLION 24. ONE AS--BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED A 12 INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENTS WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED 4. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS 16. EACH FIRE HYDRANT SHALL ET INSTALLED UPON A PREFORMED CONCRETE'R BLOCK WITH 1 ' CUBIC YARDS OF CRUSHED 2"-3/4"DRAIN ROCK SUBDIVISION TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATE OF INSTALLATION COMPLIANCE. IN ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCS( TO SEPARATE THE ROCK FROM EARTH COVET. 25. A SEWER SYSTEM AIR-TEST AND V H.S) TV TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" (OF EITHER OR BOTH THE STORM NEED FOR THE UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF'A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO 5. ALL COMPACTION SHALL MEET THE REQUIREMENTS SET FORTH IN THE APWA JACKET 6" Rom FORA DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSS WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT THE SEWER SYSTEM. STANDARD SPECIFICATIONS (1990 WITH AMENDMENTS). APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. i ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) MALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM SANITARY SEWER SYSTEM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 P9 SHALL BE PRESSURE TESTED AT L5 TIMES THE STATIC PRESSURE 27. THE CITY'S INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER. PERMIT FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSL HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS 1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE CLEAN WATER SERVICES (CWS) OF WASHINGTON UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTTCWS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH SHALL BE PROVIDED AT THE PERMIT HOLDERS EXPENSE. COUNTY (AGENCY) R&O 04-09 STANDARDS AND SPECIFICATIONS, POTABLE WATER PRIOR TO DISINFECTION FLUSHING V'LOCITIES SHALL BE AT LEAST 2,5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH AND CITY OF TIGARD ENGINEERING STANDARDS AND SPECIFICATIONS WITH AW+WA STANDARD C651-92, THE STATE HEALTH DI1R90N AND CITY REQUIREMENTS THE COINTTNUOiJS FEED METHOD OF DISINFECTION SHALL BE USED DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL Cr 40-50 MG/L (MILLIGRAMS PER LITER). CONSTRUCTIONOWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY As EVIDENCE DF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 2. MAIN LINE PIPE SHALL BE 8" PVC AND SERVICE LATERALS SHALL BE 4" THE DISINFECTION MIXTURE WILL BE PREPARED BY IN,ECTTNG A CALCIUM/SWUMHYPOCHLORITE AND WATER SOLUTIONINTO THE PIPELINE AT A 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT PVC CONFORMING TO ASTM D-3034. SANITARY SEWER PIPE SHALL BE GREEN 17 MEASURED RATE WHILE FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHORINE-WATER SOLUTION IS OF THE HOLDERS EXPENSE IN COLOR. SPECIFIED STRENGTH: TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSP FORMING OT E BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS AT THE END OF THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN PLACED. 3. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE OF AT LEAST 10 MCA.. AFTER SATISFACTORY CIHLORNATTON, FLUSH THE WATER FROM/ THE LINE UNTIL THE WATER THROIIGITOUT THE PIPELINE IS MAIN AND 10 FEET INTO THE LOT. THE END OF EACH LATERAL SHALL BE EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO PERMANENT SOURCE Cr SUPPLY. MARKED WITH A 2x4" PAINTED GREEN EXTENDING FROM THE INVERT TO 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE, KITH THE DI OSE OF THE DIISTNFECTTITN WATER IN AN APPROVED MAINt R DO NOT ALLOW DIS NFECTION WATER TO FLOW INTO A WATERWAY IWTHOUT TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION, AND IN GENERAL, WALL BE RESPONSIBLE IN DEPTH FROM THE TOP OF THE 2"x4" TO THE INVERT WRII iLN THEREON. 18. ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLOR7INE RESIDUALS TO A SAFE LEVEL AS MANDATED BY T EQ. AFTER CASE jr ANY EMERGENCY. Inc. FERMI T HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES, DISPOSAL AND FLUSHING OF THE DIS NFECTIO! SOLUTION, THERE WILD. BE ANOTHER 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL THE NAME AND 24 HOUR EMERGENCY 4. SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE THE CITY INSPECTOR, IN WRITING, 2% WITH A MAXIMUM GRADE OF 100% (45'). OPERAVON OF VALVES IN'THE 11GARD WA'B SERIRCE AREA El PROHIBITED TELEPHONE NUMBER OF A DESIGNATED COMPETENT PERSON RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR--OSHA, CHAP. 437, DIV. 3 WATER METERS HI BE INSTALLED BY TPW UPON INDIVIWAL REQUEST AND PAYMENT BY OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN CONSTRUCTION, SUBDIVISION P-EXCAVATIONS THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 5. ALL MAIN SEWERS SHALL BE BALLED, FLUSHED, THOROUGHLY CLEANED MANDRELED IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK VALVE PRIOR T STARTTN AND AIR-TESTED AFTER THE BACKFILL IS PLACED AND COMPACTED. A V.H.S. T.V. ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR? COMMERCIAL, MULTI--FAMILY, INDUSTRIAL, AND 33, IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS OR O G VIDEO TAPE AND REPORT AND AIR-TEST RESULTS SHALL BE PROVIDED TO INSTITUTIONAL SERVICE, REGARDLESS OF SIZE SMALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A WORK PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS SHALL BE PROVIDED TO THE CITY THE CITY SHALL IN NO WAY BE CWS MANHOLES SHALL BY HYDROSTATIC OR VACUUM TESTED, ALL PRIOR DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS TO AC PAVING, AND AFTER ONE YEAR WITH THE RESULTS FORWARDED TO TPW WATER DIVISION, BEFORE WA WI SERVICES CAN BEGIN. 34. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND HAVE THE CITY COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS NOTICE OF THE VIDEO INSPECTION. 6. TRENCH BACKER.. IN STREET AREAS SHALL BE MADE WITH 3/4"-0" CRUSHED UPON COMPLETION OF INSTALLATION OF" THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL ADVISE TPW OF THE TOTAL CONSTRUCTION COSTS ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT ROCK, COMPACTED TO 95X $T-99 . COMPACTION RESULTS TO BE SUBMIIILO TO TO WIWI SILL BE ADDED 10X FOR TPW INSPECTIONS WATER LOSSti OV RHEAD ADMINISTRATION SAMPLING ETC AND 2%FOR ENGINEERING REVIEW;CWS AND COPIES ALSO SEN TO TY OF TIGARD. INCLUDING "AS-BUILTS"DRAWINGS, UPDATING MASTER MAR; INTERSECTION MAPS ETC :TY 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORMoft b:ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER A SET OF PLANS 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE` AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE SHOWING THE AS-BUILT LATERAL LOCADONS. WATER QUALITY FACILITY THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS FROM THE DATE OF CITY COMMUN DEVELOPMENT CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEAR PERIOD, THE 8. PLUG CONNECTION TO EXISTING SANITARY UNTIL NEW LINES ARE TESTED DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS CITY CREWS SHOULD MONITOR PROPER AND CONNECTION IS APPROVED BY THE CITY. REMOVAL AND DISPOSAL OF SILT AND DEBRIS PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY THE DEVELOPER SHALL PROVIDE A WRITTEN 9. CONNECTION PERMITS REQUIRED FROM CITY BUILDING DEPT. EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. GENERAL NOTES STREET & STORMDRAIN PROJECT NO.: 328-038 1. ALL ROAD WORK TO COMPLY W/ CITY OF TIGARD DESIGN AND CONSTRUCTION STANDARDS 1. STORM PIPE SHALL BE PVC ASTM 0-3034, ASTM C76, OR DUCTILE IRON AS-BUILT TYPE: CONSTRUCTIJN (SEE SECT. 3.06.10 FOR CONDITIONS) STORM DRAIN LATERAL PIPE SHALL BE REVIEWED BY: 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS APPROXIMATE AND SHOWN FOR INFORMATION PURPOSES ONLY THE WHITE IN COLOR. SERVICE LATERALS SHALL BE 4" PVC CONFORMING TO ASTM D-3034. ,, CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION AND SHALL COORDINATE WITH THE DATE -114 2. ALL TRENCH EXCAVATION SHALL CONFORM TO APWA DIVISION III, SURVEYOR THE LOCATION, ADJUSTMENT OR REPLACEMENT OF ANY UTILITY OR RELATED STRUCTURE AS MAY BE NECESSARY ADDITIONAL SECTION 301.1.01, AND SHALL BE UNCLASSIFIED. APP UNDERGROUND UTILITIES MAY EXIST (CWS LINE LOC. 503-681-7044) 3. CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF TIGARD FOR REVIEW AND APPROVAL BEFORE CONSTRUCTION CAN START 3. PIPE BEDDING MATERIAL SHALL BE CLEAN CRUSHED ROCK WITH A MAXIMUM SIZE OF 3/4"-O", UNIFORMLY GRADED FROM COARSE TO FINE OR AS APPROVED BY AGENCY OR CITY. 2 (CWS STANDARDS 5.02.2) N:\proj\328-038\dwg\Asbuills\Sheets\328038-NOTE_ASBUILT.dwg-SHEET:CONST-NOTES May 28,2008- 10:10am pre 1 LEGEND''',:i„„titAxi : , EX 2—FT CONTOUR EX 10—FT CONTOUR > _,.: EX SANITARY SEWER EX STORM DRAIN EX WATER LINE EX GAS LINE alpha. i , EX FENCE EX SANITARY MANHOLE M M U N ITY EX STORM MANHOLE EX CATCH BASIN DEVELOPMENT EX FIRE HYDRANT EX WATER METER EX WATER VALVE 9200 SW Nimbus Ave. EX TELEPHONE RISER EX JUNCTION BOX Beaverton, Or 97008 EX ELECTRICAL VAULT [T] 503-452- }3 [Fj 503-452-8043 EX GAS RISER www.alphocommunity.com EX POWER RISER EX PGE TRANSFORMER DATE: EX CABLE RISER EX LIGHT POLE REVISIONS EX TREES TO REMAIN NO. DATE DESCRIPTION X EX TREES TO BE REMOVED EX GRAVEL EX PAVEMENT ___, xi' x____ ____________ 0 0 EX STORM VAULT I I Ili': � \ , TAX MIAP■ 2S 104AD TAX MAP: ' O4AD► TAX MAP: 2S 104AD TAX MAP: 2S 104AD TL. 900 TL. 4100 TLw 4200 TL: 4100 1 ii � 1 NE �/ 4 89/fil i A fr, itim.,-- 1«.‘ ')-30, \ 41 34. . VALID THROUGH 12-31-08 :. E r '''''' / X Y , , , ...:.... : ,,_ WALNUT , , , I Ina EX. SLOPE & UTILITY EASEMENT e EX. DRIVEWAY TO BEI 1 CROSSING L z REMOVED Z )11( )5( 1 >f< XX EX. HOUSE TO REMAINX* X x _ SUBDIVISIONX SUBDIVISION w ! ,....r.,...0), , I t. _ X % X X I I 1 X w : RELOCATE EX. X X X TAXMAP: 2 104AD u ELECTRICAL VAULT �"`L. 8t}2 r 4 TAX MAP: 2SIO4DA EX, DECORATIVE WATER FEATURES u' TL: 1300 X I..:4": X X to a, O BE REMOVED x I 0/ EX. STORMINATER EX. GRAVEL TO BET 03 00,1* EX. i 1 `' VAULT TO REMAIN , REMOVED , XX , '' . X a , I ' „, s k i ,,,,...„ EX. WALL TO BE IX a REMOVED CONDITIONS X2.03 446 DEMOLITIONirs ammos 0 ' � Mina 7 6390 ' PLikN .... I .., r TAX MAP: 2 ► 44' D - X. BOX CULVERT �: � E B z �. "�-----� EX, GRAVEL TO -- -- - REMAIN 1 I :x --� -- EX. VEGETATED P: a a CORRIDOR BOUNDARY �-- -- 1 COMMUNITY DEVELOPMENT I _ _ i — TAX MAP: 2SI04AD 1 TL: 3800 j PROJECT NO.: 328-038 4e 4fdP —____i I TYPE: CONSTRUCTION i i # EX. CONDITIONS & DEMOLITION PLAN REVIEWED ICY: / SCALE SCALE: 1" = 30' 30 4 15 ft? -BUILT DATE -. (A u NAPPRCNED 11:1? = 30 FT 3 N:\proj\328-038\dwg\Asbuilts\Sheets\328038-XCON_ASBUILT.dwg-SHEET:XCON May 28,2008- 10:10am pre ,...- ''' 4- 4 AL ,...rk ',4-1,1*, LEGEND , .,..,, '.-1:-P-- PROPOSED RIGHT-OF-WAY ...... -- EXISTING RIGHT-OF-WAY p _ PROPOSED CENTERLINE ai ha — EXISTING CENTERLINE - PROPOSED PUBLIC UTILITY EASEMENT COMMUNITY DEVELOPMENT __ PPRROOPPOOSSEEDD PBRUOILEDDEINRGTySELITBNEACK - - EXISTING PROPERTY LINE--— PROPOSED BOUNDARY LINE 9200 SW Nimbus Ave. — EXISTING BOUNDARY LINE Beaverton, Or 97008 PROPOSED A.C. PAVING ril 503-452-8593 [F] 503-452-8043 PROPOSED D.C. GRINDING wvvvv.alphacommunity.com & PAVING DATE: REVISIONS NO. DATE DESCRIPTION I I I - I I". I I \ I I I I I I I 1 W IX 1 I I 0 PROcit I Pau CO 1 cw 89 111 '1114R 1 E:9•1411111 TAX MAP: 2S104AD TAX MAP: 2S104AD TAX MAP: 2S104AD I p 1 Ne q-- (A,0 I- TL: 3900 D 1 1 TL. 4100 TL: 4200 I Us I VALID THROUGH 12-31-04 r --5' ROW 9 1 '.TID NIT 01.1411•11110.......1•11.0111110 •••11. O.. 01.1..11MINIMINOMMINI/Ni. ..100 ...m111. -ior- 118 ' in 65. ' r 58.1' 53767 -- r- 53.0'EMO •NRININI 41111• 5.0311111..0.rOMMB.........1• 411111.1. 7 63.0' 6M3UM..0' WALNUT 8PUEI — I • 1 \ 1 I I I tei ND 35.8'1,-1 I I I 4 1 4s I 'STORM/ I EX. HOUSE I ..... 4. CROSSING 'SEWER I I , 111.1 IEASEMkNT I TO REMAIN 1 16 00' • \ z ss I I IIN SUBDIVISION . 1 I 1,t 1 1 I 2 ... -n1 5 . tot 6 . . to +I in (0 t-N -,,,i • ..... (0 g 1 -----." II 12,965 SF co `(?4 7 716 SF ico • ,a) . N:I 7 c..1 /3 0 a-J u) 1 00 ' 6,715 SF .-1 0) \ 1 I CLEAR .- ....,- 7---1 6,339 SF 1 --1 6,352 SF NI..- 7,523 SF / \ 4 a a I it I It- ,-, 7,672 SF VISION , 6,314 SF ,.._..,r-1 6,327 SF Z i 1-9 I \ TRIANGLES 8.75 ...i I \ a I < I , k I 1 9.4, to ' CO TAX MAP: 2S104DA [8' PUE I \ I \ 1 0 i -- . a.••ft--.------ 707/ „....._ 4.00 I _ - 1.-- 1 1 I ,, . 66 2' 54.8' 53.0' •' .'" 1.- 49.01 / ) I\ --/-- ,Lao,- '‘iii.NDND "''... \ .....-.. ....... 1 i L. TL: 1300 SITE 530' 53.0' 53.0' AllaimumnimmuNtIMIIIIIIIIIIIIIIIIIIIIM/'‘ A 1111111111111111Monallilli .... PLAN .1.010•1...1.111M1.0114..110 __MUM _I ill11111111111it .. ., 41111111111.11[1111/W1/11111111111M11,'. i' Nih. ' \ • I Ne_'"\i„ N .........ealeas...••.........1. ik I I 1 -............ .....-roo ---- -- a:ii-•--0.-4,-.7--ciasom....-.--, --- -- -—--- 50.6' 8' PUE II" 7A-00 I I 1 t t ..."- "...... .1..... -,_,„__----'-'-----'-'s"- ' _t_____3+00 4+00 svv sofiLLA AvENUE 54nn 40, it, -- r_____ _...1 ..........__+_ - . -- 6' 600 • , , i 8+00 ......z-,.......4.0.•• •101.minMOIMIlkamom..4, .........y - ___ - ................. 1 1 0 ,..., 011.0111111.......111111111011111M , ..... ....1.111.....1111111.11M.P0 ULTIMATE RIGHT OF I ,.."I 0: 4111.1•1111111111.1..M1/01111.10 41'ii'kte. 41.111111•11•1.111MIMMIMMIM.1 iimor......MINIMINIMINII --__'--,--- -- _- •./Mrs. WA. MWANNIM.S.IIIIIMN...1110 - - - - - - _ - -__ 1 1 ...... ...... ammo =MP• .1111.1111111111..1•11.11.111111..• ...... 4.11.1.10 Om.. - - -------- ---- - „.............-. I 1 1 I t .11 ....... ......-. • 7----__ -----17u'ULTIMATE RIGHT OF 14.00 WAY DEDICATION I 111 t t t i u n _,.. 4...... al....MOMMil......11411.11MMY.. NW... MIMI.. .1.11•11.1• .11MINI. ...•••••••••......••••....154Me 4.1.0441. sr... .00......m..........ms....... ammo. •••••••• SMOON..... ././. /04.1... ..... ...mows TAX MAP: 2S104AD t WAY DEDICATION ...... .........M.O....11.171.4111........VOMMia.... I 54.'00' MMIIIIIII •11 I 101111.11111•111.....4.••••••...0...................11LIIIIII.M. I TL: 4900 I ....._ _. ......... ......._ a I _ _ ...._ _. _.... ____ x alph OA TA)C MAP: 2S104AD - - ----, i / 1 1 TL: 3800 1 COMMUNITY DEVELOPMENT SITE PLAN PROJECT NO.: 328-038 SCALE: 1" = 30' rYPE: CONSTRUCTION As.......BuILT SCALE DATEAdill . 0 REVIEWED BY: 15 30 6 APPROVED e 3 30 1 IN = 30 FT 411 111.1111111111.110111111111.101110.111111.1111MMMNIM N:\proj\328-038\dwg\Asbuilts\Sheets\328038-SITE_ASBUILT.dwg-SHEET:SITE Jun 17,2008-3:14pm jm 1 NOTES . . - 1. A construction sequence including installation and removal of tree protection devices, clearing, grading, and paving; LEGEND 2. A note prohibiting equipment, vehicles, machinery, grading, dumping, storage, burial of debris, or any other construction-related activities in EX 1-FT CONTOUR any tree protection zone; and EX -FT CONTOUR 3. Only those trees identified on the approved Tree Removal plan are authorized for removal by this report. Notwithstanding any other 324- FG 1-FT CONTOUR provision of this title, any party found to be in violation of this chapter (18.790) pursuant to Chapter 1.16 of the Tigard Municipal Code shall - R alpha be subject to a civil penalty of up to $500 and shall be required to remedy any damage caused by the violation. Such remediation shall include, but not be limited to, the following: 1) Replacement of unlawfully removed or damaged trees in accordance with Section 18.790.060 320 FG 5-FT CONTOU RETAINING WALL COMMUNITY (D) of the Tigard Development Code; and 2) Payment of an additional civil penalty representing the estimated value of any unlawfully removed or damaged tree, as determined using the most current International Society of Arboriculture's Guide for Plant Appraisal. 410... DRAINAGE ARROW DEVELOPMENT . o TREE PROTECTION FENCE Immilimmisming 9200 SW Nimbus Ave. NOTE: Beciverton, Or 97008 [1] 503-452-8003 [F] 503-452-8043 ,,, 1 ,,\;11 a' 11 FOR SEDIMENT CONTROL MEASURES SEE SHEETS EC1-4 www.alphacommunity.corn OF THIS SET. * CONSTRUCTION VEHICLE, EMPLOYEE PARKING DATE: AND MATERIAL STOCKPILE TO BE ON SITE immis NO PARKING TO BE 01%1 PUBLIC RIGHT-OF-WAY. REVISIONS NO. DATE DESCRIPTION 1 i I I I I ii k i ,L. , 1 , , I * I 1 41, kf C-4 1 1 1 Ptot---- REGONe ct. , K(‘ I i to MailitaIMMINANIMUMNISIIMIP.111.1111.. n ,, 1. nn 0 , , ...... ..............t ....... .,'_' e I VALID 'THROUGH 12-31-08 v _ v., ....... ....... .., 1 ., • Obi. ,.., Ammo ammo ' ' 344411111111 .".NP • li I - I 1 4 • j )E(.1011-ArSE TO 7 CFI. I v% N I 1 . o ,ott wo , i 1- I i I it e . M 1 '' I WALNUT isss, 1 1, 1 :z 1 \ , 242.5 TW mil ril , 1 1 1 COO 242.0 BW 2 II , , 1 la i . s.„ • i 60,E.,241.5 TW 3 4 1 5 6 1 ik 'N 1 1 CROSSING 1 7 239 BW • 7 1 1 v , • ‘ 1 1 I i I I i 1 :\ ..1 ‘,4s, 1 k, . ED 240.5 TW (1)240.5 TW -4,, i ..... . .• I la 4 , _,, . I •238.5 BW 240.0 BW PROPOSED • 6 I • ik : t ,, if N ai li \ 11 I 1 . SUBDIVISION i : . ,,,Ns\„!.................1 ', 1,....,,. • ..... ...., ..., I :llilriw,":11!44111111T4opH—IIIITIIII17T::all\p.„,,:„lsuu'll7TimiN'IIII;22_:hi:>\:8°'_il::_°°Af__imi.....BTww::s R'KuL:EEsy71:17-:0:4'NGEllik14111 , _ 3 RKETyAsITN0INNGE II 4010 I'll4 ,,,I0 \ i I LIMITS OF 1 Airo 4. 40 • it I GRADING, TYP. I • •1 • i iv 4 1 , 1 1 , , 4—....1041%..---""..11-11 111111.h.SINNfi1/4N N-N• ''‘ahZ-No.,'44:4; •' -1 — —— — — ,. ,, _, i I '4414‘‘.‘,_ .A‘V.,K1/4\ ' -."*%,. . '-‘.'4' . *--*71-\\-- Nis‘t ' * p.....--..---....,---.... ...., #-!"-/-- --- 1/4 ../ -411114 44 \''"'"liIllaIIII__ MO MIS 1/4 1 i I # - 4-*- '"'-4■1-%..111k 58.5 LF OF liumH_41:iviimmaNNVimiaN\ N,1/4-limaN. N.:\\VI,. ,Niik N,Nk \VN Ni ."7 "In '. , - -41"46. ft.._ . / 111%. --- ••• •••...• .... N111.1111..........,111111171-111110111111k1111111W- AAIIIIR-,- VIIMA_I_MIMVIIIIIYAIIIIIIMIIIINklrAalik_illkilllikIMIIIIIIII?*def/fftf I ‘tC414:114111111 W111: \\.... ,'V1/4,'SS1/4 N.-sr-s- , ,...., d• tab.__ \ ---Ammiw 2120 LFAel—lairlum-rOF aill"jl ,JANN-s.N. .... 4 1 ! ;I ‘xx _ _-_. --- .................................. ,...... ......... ' WALL— —41P, — ' 0' T., ..11.7-4900AssiNG 1 — w _—_______ ..............._ _____ ,.............., .: ----aimmium...M....riiiiiiiimimmi....,,,,„.„..................„ - ----- w N,,.._. IIINIIIIIIIIIIRIIIIIIIIIIIIIII GRADING AND ,s SEV V - 1,,J - ........ , , _ , , ,, ,,, , , , 1 -----119ilk:. ...., re00/......., ____ ...Mt ......../ —— -----1 , I 1 " .... ._._._........ ..-.-........-,...„--.7--.-..........—. ;.---7;---...-Z..:,.--.------;:-;;-...Z7,-----..---;--.;;;7....7,-Z;7...-.4,;:.,.-..-1--;,7,.";,-;-•.----!"--.;;;:i.-. - - ------ --- --. -- mm Millikkaiii._ _,,=__ _ -...... ....... ................................. ........ ........ (0.767238.0 Tw, ._ ,.. ----1.6, 245.6. TW nilk CONTROL PLAN gitu 241.0 TW w.av,239.0 BW 244.0 .242.0 BW )----244.0 BW 1 1 \- "238.0 Bw 249.0 Tw : I 1 New 248.0 BW ' .._ ...... ...... _ ....,.......... , _ ____ — — _ _ ..._ ___ ............. ........... ............—,n.......... .....k.. ..... ....... ................................,.. ...... ....., * .* ...*... ...... .y.,.. .....„ ....... W ' alpha r,--, - , COMMUNITY DEVELOPMENT __ _.... i 1 1 i PROJECT NO.: 328-038 GRi#DING PLAN TYPE: CONSTRUCTION SCALE SCALE: 1" = 30' REVIEWED BY: AS-BUILT 3 30 15 30 60 1 IN = 30 FT miumnamiumummom 4.14,11,11MONORMINIIIMIONSI N:\proj\328-038\dwg\Asbuilis\Sheets\328038-GRAD_ASBUILT.dwg-SHEET:GRAD Jun 17,2C08-3:12pm jm ..t.,,_ Y RIM ELEV. = 239.05 _ _ __.. STORM NOTES: , , .. ..... _ .._. _________. _ 04A238 . ri- INSTALL STD MANHOLE PER CWS STD , SDMH#1 CONSTRUCT MH OVER EXISTING 12' -STORM- - - , ..,... , ' DETAIL #010. Fr , r- INSTALL WQ MANHOLE PER DNS STD 144-00 alpha 15+00 SW WALNUT STREET , 12 DETAIL #250. 16+00 ÷._ _ RIM ELEV. = 234.08 04A233 f ' _________ _ ___ 45"ACCESS PORT ' INSTALL CONTECH STORMWATER -'' , - 3...... „„.. SDMH#2 . . , SOLUTIONS 6'x8' WATER QUALITY COMMUNITY FILTER VAULT. SEE DETAILS THIS 1 ' 6 SHEET. DEVELOPMENT 40AS *4-111 atoms ......zt .-^,:7,, ' ' . 1-4- INSTALL FLOW CONTROL MANHOLE ' PER DETAIL THIS SHEET. \ , Aiky,„„, Illab.„ r figIF--'7 - ---- -- - ''''''''' all - 1 \ , - 15 INSTALL 65 LF OF PARALLEL 54 INCH 9200 SW Nimbus Ave. I I-- 16 GAUGE ALUMINIZED CMP. ri ' ;Ill LW, lantrirrnre 0-.. i 5.00 , , SEE DETAIL THIS SHEET. Beaverton, Or 97008 so lir iort: I no Ax....... (SD:2) ,11 _ i zi 1;,,. .6.5 I DMH#44041.iti.N :1 ... 12" PVC RISER 04A231 a 1r / .. : 6 INSTALL 48" ACCESS PORT. (54" DETENTION) f I '...". .,...,,,, ,...... , [1] 503-452-8003 [F] 503-452-8043 I ' .5. 7 --/ ,, , , _ , , , , , - 04A232WQ - A EMERGENCY OVERFLOW . . www.alphacommunity.corn I 4 SDMH#3 TOP OF RISER IE. 226.67' _ ''' '.--,,.,„..._ I I i b.... I-61 TOP ELEV. = 226.35 (Flii) DATE: amm•••••••••••••••••••••••••=m .....,,,,,,s \ / I ' i / 3 04A239WQ 2" ORIFICE IE. 224.92' ,„„ _ WALNUT STORM - PLAN . REVISIONS SCALE: 1" = 30' - ,„ NO. DATE DESCRIPTION 5 LF 36 INCH .0 65 LF OF 54 INCH ' SCALE 3.7" ORIFICE IE. 223.82' 16 GAUGE (3 '6 CH 16 GAUGE 16 GAUGE ALUMINIZED CMP '2 30 15 30 1.1v3iii0 60 ALUMINIZED CMP ALUMINIZED CMP 12" ORIFICE IE , . 221.82' BAFFLE ,......) :' 240 10.50 LF ... EXISTING ' 12" D-3034 PVC e12" PVC D-3034 (---- ) 1 IN = 30 FT GRADE AT i // 0 S= 0.0050 S = 0.0050 --.- -a-- S = 0,0050 ..-- ___ '''''''. ..--- IE. IN = 221.82 „,,,..._ , BOTTOM ELEV. = 221.82 .--- A , BOTTOM ELEV. = 222.17 ,, \12 STOR ------------4- 4.1" ORIFICE IE. 220.32' / ', bk IE: 223.14‘ 91.93 LE 12" D-3°34 , ' ' DETENTION TANK AslliiilluILT. ..............._. pvc 0 43-e22x+. 0-020° I _ N.T.S. DATE OA( n 220 , 04A232WO PRort, 04A238 8' SAN 04A232WO APPROVEDAT c, DMH til IE: 219.04 SDMH 0_ SDMH 03 k ,./ SDLN 1 STA: 1+00 SDLN 1 STA: 2+02.43, i '`' 8979 /' .,--- WALNUT ST STA: 14+69.91 10.77R SEVILLA STA: 1+47.65, 45.0' LT. N.T.S. A RIM= 227.86 227.68 RIM= *Mire&233.58 4W 210 1E- 213.47 219.53 IN (12" S) IE= 221.82 IN (36" E) ,40.EGONA. --(< AV e IE= 219.73 IN (12" 0 IE= 221.82 IN (12" W) )-t 4).4‘ 4 IE= 210.27 219.48 OUT (12" N) IE= 221.82 OUT (12" N) •ry. M. SDMH #2 04A233 , SDLN 1 STA: 1+91.93, CENTRAL NOTES VALID THROUGH 12-31-08 SEVILLA STA: 1+37.35, 42.94' LT. 200 RIM= 231.82 230.89 1)STORMFILTER BY CONTECH STORMWATER SOLUTIONS;PORTLAND,OR(800)548-46G7;SCARBOROUGH,ME(877)907-867G; ALTERNATE PIPE ,, 1 I . 1 1 ../: (BSEALELA5NOTTE 8) LINTHICUM,MD(56G)740-3318. IE= 221.77 IN (12" E,S) LOCATION (TYP) 2)FILTER CARTRIDGE(5)TO BE SIPHON-ACTUATED AND SELF-CLEANING. STANDARD DETAIL DRAWING SHOWS MAXIMUM NUMBER 1E= 221.57 OUT (12" NW) (SEE NOTE G) Of CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW. 1+00 1+30 1+60 1+90 / 3)PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C858. DETAIL DRAWING REFLECTS DESIGN INTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WU BE SHOWN ON PRODUCTION SHOP DRAWING. WALNUT 4)STRUCTURE AND ACCESS COVERS TO MEET AASHTO H-20 LOAD RATING. 5)STORMfILTER.REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LESS DROP IS AVAILABLE,CONTACT CONTECH --- Alibk Abi4 COUPLING(TYP) STORMWATER SOLUTIONS. ' 1.:ting io :4,:! (13Y CONTRACTOR) 6)INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST STORMFILTER VAULT CROSSING SDLN 1 PROFILE _ _ , , - • 7)EQUIPPED WITH EITHER CORED OPENINGS OR IcNOCKOUTS AT INLET AND OUTLET LOCATIONS. PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM IS REQUIRED,CONTACT CONTECH STORMWATER SOLUTIONS FOR OTHER OPTIONS. HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 10' ri -.,, - - 0 ii . OUTLET 8)ANTI FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE SET Alb. ( i :1 FILTRATION it ) " Il'h ALONG ENTIRE LENGTH OF BOTH SIDES OF THE STRUCTURE. BAY BAY .1.011 der S FI 9)ALL TORMLTERS REQUIRE REGULAR MAINTENANCE, REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE II S U B D 1 V 1 S 1 0 N INFORMATION. - ATIL AlabA, \ OUTLET PIPE INLET PIPE - i 1:.:] :1.: , G' x 8' PRECAST EXISTING PROPOSED (SEE NOTES 5*-G) , _ ___ ___ (SEE NOTES 54G) , i --- GRADE AT c. GRADE AT t I 1 , I I siKucrun IDSTORMFILTER DATA VAULT 03 OF PIPE OF PIPE WATER QUALITY FLOW RATE(cfs) 0.10 PEAK FLOW RATE(cf5) I.G9 BAFFLE RETURN PERIOD OF PEAK FLOW(yrs) 25 WALL FLOW #OF CARTRIDGES REQUIRED 3 240 -16.50 LF /- 24" ACCESS RISER ,,,,...--" SPREADER CARTRIDGE FLOW RATE(15 OR 7.5 ipm) 15 MEDIA TYPE(C5F, PERUTE,ZPG) PERUTE ___, - -12"-D.--3Q34 PVC / RIM= 239.05 6'x 8' STORMFILTER-PLAN VIEW 401 0 IF ..._ .."" PIPE DATA: I.E. MATERIAL DIAMETER - - - 0 0.0050\ / , , 0., BALLAST , nalingm' ''' (SEE NOTE 5) INLET PIPE#I 224.IG PVC IX INLET lire#2 WA WA WA SDLN 1 AND _ is II OUTLET PIPE 221.86 PVC 12' 230 -36" BAFFLE , . , li -HEIGHT ....0.04) • • - ca.-- 1 (RIM DETENTION ----------r g SEE DETAIL ABOVE LADDER570.2G ,,,,, t LADDER 4., UNDERDRAIN i wiDTH I-0 id MANIFOLD 6'x 8' STORMFILTER-SECTION VIEW B FLOW mum* NO PLANS 04A231WO ....... n 1--- - a 04A232WQ FLOW ' 2 ANTI-FLOTATION BALLAST WIDTH HEIGHT AND SDMH #4 220 24.28 LF SDMH #3 - FLOW CONTROL T. ' N/A N/A .....--3...80____... NOTES/SPECIAL REQUIREMENTS: SDLN 2 STA: 1+40.75, 12" D-3034 SDLN 2 STA: 1+00.00, ENERGY SPREADER ..,„ PROFILES SEVILLA STA: 1+55.62, 5,0' LT, PVCDISSIPATOR '-%.: ..... RIM= 228.44 i 0.0050 S SEVILLA STA: 1+47.65, 45.O'LT. _ 1 RIM= *3+,438. 233.56 1E- 224.25 224.23 IN (12" S,NW) 1E= 221.52 IN (36" E) LT 4-G" MIN (SEE NOTE 7) , --f- , 0,41°4 1*r4."""4;"4747"-.47•4.1"4;"'4,.'"'4, IE= 224,28 224.18 OUT (12" E) 210 IE= 221,52 IN (12" VV) ,,,,„. ....._ ;____ ___ 11111' I 3 4" IE= 221.82 OUT (12" N) 111 . VI , 11 44,.40.4,444.,41.,,,,0.4.4.40.4„4.04 WQ VAULT 04A239WO G1 l'41. .4.4"41.4.11t4,4.44.474.411.4.4 i I ,_ . - 4.40.0.+4,.. SDLN 2 STA: 1+16.50, t::::0 . *4 ,4* , ri** 4 0 k•4""0:4 i rmt41 ttO C.:1.Z. TO CENTER OF VAULT BAFFLE WAL- , ......„. k., STORMFILTER SEVILLA STA: 1+55.62, 5.00' LT. CARTRIDGE(TYP) 200 RIM= 229.83 (SEE NOTE 2) UNDERDRAIN , MANIFOLD IE= 224.16 IN (12" W) I- - --I 5' THE STORMWATER MANAGEMENT COMMUNITY DEVELOPMENT IE= 221.86 OUT (12" E) 6'x 8' STORMFILTER - SECTION VIEW A THE STORK/WATER MANAGEMENT Stonr'etert) Stoorthltere I U.S PATENT No 5,322$29. 6'x 8' STORMFILTER-TOP VIEW fil J 5.PATENT No.5,322,G29. No 5.707,527.No,6.027,639 1+00 1+60 2+20 04A239W hlo 5.707,527.No G.027,G39 No.6649,048.No 5,G24,57G. 1,S.AND FOREGN No.G,G49,048,No.5.G24,57G, AND OTHER AND OTHERU 5,AND FOREIGN -2006 CONTECH Stormwater Solutions PATENTS PENDING '02006 CONTECH Stormwater Solutions PATENTS PENDING PROJECT NO 328-038 geb4liakrirrigekur 6'x 8' PRECAST STORMFILTER DRAWING ifikOahiirellinkiLi* 6'x 8' PRECAST STORMFILTER DRAINING TYPE: CONSTRUCTION °WV§i rin-V111, WriV i ICIVIr1 PLAN AND SECTION VIEWS "I TOP AND SECTION VIEWS, NOTES AND DATA 2 REVIEWED BY: _ _0,..,..STORIVNVATER .II..... STANDARD DETAIL STORMWATER„...-..., STANDARD DETAIL WATER QUALITY AND DETENTION PROFILE -***-------.-"'SOLUTIONS- 1/2 ***'14""."'----i-I'SOLUTIONS. 212 cxxttechstormwater.00m DATE,MOM.I SCALE.NONE I FILE NAME,FILENAME I DRAWN.XXX I CHECKED.XXX . contedtstornmater.com DATE.XXIX*XX I I.E.SCA NONE I FILE NAME:FILENAME I DRAWN:X,XX I CHECKED:)00( HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 10' N:\proj\328-038\dwg\Asbuilts\Sheets\328038-DETN_ASBUILT.dwg -SHEET:22x34 Jun. 17,08-3:10 PM jm 1 -. IC4A235 SDCO #1 I r----�- .-,.. .�. xV , FICT -- -�. STORM NOTES. 1 �s _. . !,■..1, 0..u.��,.r _ ++ram ,.,,.. A242 EX. HOUSE i "- INSTALL SDCB #3 PER CWS STD. ' alpha II SEE SHEET ` --- 04A - ." 1 p: % 3 ;; 88T t TG REMAIN 1 FOR LATERAL.. -.� F �. ' �� ; 23,76 LF 10" C-900 S-O,005 _ Q v4A233 � � II _ h �o4A232'Y�t'� , _ SDMH 2= SDMH 3 1 INSTALL SDCB PER CWS STD. DWG. 4 225. « DEVE LO PUMN ETN T '� i 1+57 1 6 1 • 1 cr` ::,)1 I -z 3 INSTALL WATER QUALITY MANHOLE Ai -� �' 1 I 12 SDCB 5 1 - PER CWS STD DETAIL #515. L=32 # 1 1 3 L1.1 il 1 C--900 �'I_ INSTALL STD MANHOLE PER W S 110131 �,� h.��_e00 _ ,. © 1 C S TDal, il 4DETAIL 10,' d� 1 IE-225.8 8I #0 9200 h111'Yl�?uS ,AVc�. t `►� -t .. 3+21 R 3-t-75 4-�- I is / , A2' � -- 2+84 1 L= z INSTALL SDCB PER CWS ST[ . DWG, B+ C�� rtCt'l, Car 97'U( 8 I ' '' 32 1 L=32 1 4+81 5+57 '\, �/ 5 x i f I 9 t 29 j _; `�. "PIN k,, �?4A2;U IE-237.�J _ I L.=32 1 Ir ,�'1/ W #2L_32 5 133 ' ,,� 25 IC-240,8 L-32' 1 : ,, . '`'� `�. DMH 1E=235.9 _ I ti (!} SEVILLASTA: 4+36.10 14,87 LT. [T� St}3-452-30(3F] 5C)3-452-804IE- 1fop m ' .., -.. _ #5 238.3 04A2281 (C-245,4 1 }: IC-243.6 L=324 , � _ RIM 247♦40 SDMH = ( I E- 2 I 47. IE- 48.2 C-2 2 .Y W 44. ._,_.. t v�rww h m n" m I m t �.m cQ u .co x a � � , I 4NW =3 E 23 +( OUT:31c00w;,i:,,,:, ) �= I - E. �. 25U.5{,y tia b5 `f `\ 4 �:1 t1 F 1 PV3 ,05 o C4s-0.084:rhea:. _1 4 Lf - I:17: ,� __ - _ \ � ': : � DATELrt2t11 I 6 --" `� w 7 INSTALL sDCBPES STD. DWG, 225,?_,,,,-.77,; --, .-....: :.- .-- - ,-i--,7-:","7-----,-,:tv----,,,,-.77-7---,----7:-,:--,:4„,-*-r„,.-,,,<i„J;:„.„,i,,.,._:-,,,-,1-,:, ,„, „_-!,---,- ,: .,,trA„:-,„-,:,--!,,,,-: , 3 _ _ ,., ,� , ;:�,_,,,�-,.:..,gym,'::_'. - 1 7 , SEVILLA STA• 0 2 ! 1 f 1 _ _ r f- : " - ., .. . ." .. _. .-.:=: - - s.s. ,.gip. - _ _,. __ - -.---7--- --...--,,,_,-_, �. DATE DESCRIP'�"lohi h. 77 . fv : sr ,mow -,.,.�w.a. r ; SDCB 2 � .- .. _4. mac. ON! MN! IE 243 21 OUT 10 NE k -,-::,:f,,,r-f ., ...4--,---=: ::-(::,--,. ,_,_ ' ,...... , _ „:, ,- -.,:,-:,-,-i.--. - ,.- -- i: ' ' -.' ' ,'-'- ' ' ,--: „ ,.'f.;:,.�.ALL,, .,.. :..:.•;.ah•, _-iA C4 i_ --T.,-,1,.:_ " . . 1710LF10 PVC3034S 2 , _ligl .., 4 .. i J_.._._ F -..._,"_""--.: - - _ - - - _ - : '�: .. s ;;-a_:?+e«�.:x:..r:.x..:ei�.y+:,...yam ice.: �' 04A231 } . MIMMIINIIMMINININamMillint 4. N'',,::-.,, �.wa rl � s�. + .._. ,,.,. -__ _ _ __�_'���� ��___ � - - _ - - �_.__- INSTALL SDCB PER CWS STD, DWG. -: 1 1 •. ii II t?4 C #225. ,��` �. � SEVILLA STA: 7+21.48, 14.83' LT. .... ' ---L _ I �+% SW SEVILLA AVENUE AND SDLN 2 - PLAN RIM = 2s 2 �, SDMH #1 '�, 0 11 F4-1 IE - 258.28257.4$ OUT {1ClW)t4A238 SCALE. - 30 ,. f SDMH 7 SOMH g 9,87 LF 10 PVC 3034 5=0.0841 CENTEFLINE CUR"1 'E TABLE INSTALL 4" PVC 3Q34 LATERAL PER STREET NOTES: CWs sTD, DWG. #170 CURVE TABLE :NEIN, 5=0.0200 UNLESS SPECIFIEDTHERWISE.1 ADA ACCESIBLE CURB RAMPS PER CURVE LENGTH . RADIUS DELTA TANGENT rC.Q,T. STD. DTL. #128, C1 35.29 166,00 12`10'55" 17.71 STALLFLOW CONTROLMANHOLER DTL, SEE SHEET #6. ti N�[Watery / 0, 30' SIGHT VISION TRIANGLE 3 1/2" ASPHALT CONCRETE MIN. 897 INSTALL STORM SEWER CLEANOUT 1 1 2 TYPE C 10 PER CWS STD. DWG. #160. �' - CURB & GUTTER PER C.Q.T. STD. RAW R/W 2" TYPE "B" 40.0 SEVILLA STA: 1+22.72, EG DTL. #12f, 3" BASE ROCK 116.39 LT gyp, � " 4,4- I 0 26♦O' • 2"- (3/4"-Q} LEVE�tNG COURSE RIM = 239.5' �, - P� r;;; ® 5' WIDE VEGETATED PLANTER STRIP. G L .. �,j• p y 8.0 . 15.0 .0iir 10.0 h r _-tt' `� 7" 2"-O AGGREGATE BASE IE = 222.52 OUT (12" W) 5' WIDE CONCRETE SIDEWALK PER P.U.E. �,-�-0'S TRAVEL � . • •:., , .:., , ��, ,; 95� OF MODfF1ED PROCTOR ASTM D/557 74.89 LF 12" PVC 3034 S = 0.01 VALID THROUGH 12-31-08 5 C.Q.T. STD. DTL, #120. (BY OTHERS) ( 2,5 „ ---0♦5 0.5--- --*-- 11 INS TALL 12 x 10 D-3034 PVC TEE, ' C.1) 8' WIDE PUBLIC UTILITY EASEMENT. 5,0' i S'clAZAVERDD NATIVE OR 95 ' OF 5,0 I. ,� PLAN TER PROCTOR ''',:,', 0 SET C.L. MONUMENT BOX PER C.O.T. 2.0 STRIP # _.__... 13 3,13111. WALNUTN ;__. SW SEVILLA AVE RO NG $ INTERSECTION DATA: R A.C. PAVEMENT SECTION SEVILLA STA: 1+00.0Q CURB & --,. SW WALNUT ST STA: 15+20,38 GUTTER EXTRUDED NOT TO SCALE ' .„. SIDEWALK CURB ., INTERSECTION DATA: SW SEVILLA AVENUE PVI STA = 5+50 SEVILLA STA: 6+81.29 S U D I V I��I O�� TILLIS ST STA: 1+00.00 NOT TO SCALE A.D.PVI ELEV = 255.00 .. . - -2.19 ` PVI STA 4+75 PVI ELEV = 249.60 K = 33.80 270 PVI STA = 2+55 A.D. = 2.47 _ 74.00' VC K = 30.71 ur PVI ELEV = 239.22 oc� °�? LOW POINT ELEV= 227.63 A.D. _ --6.63 • 76.00' VC .. + w LOW POINT STA = 1+24.35 � to- PVI STA = 1+54 K = 20.50ro cv +La 1.0 v �.i PVI ELEV = 227.43 136.00' VC m c� A.D.260 - 13,01 ... _ W w K - 5,07 + 04 EXISTING U _5.0SW SEVILLA AVE �t-� GRADE AT CAL w > -- - �„ ss.0o VC .- OF STREET w " OD ANDSTORM to �, W ; +C\I PROPOSED > F.- GRADE AT C/L '°° .- �" PLAN & PROFILE 0 WI 250 La OF STREET f �.--- 3034N �.£� W pi T..: - cat �., q.?2 ta,# 3 - i1) W �� 240 g cv 21 63 LF.+ Ui 12" C---900 °a , - `` ,, �,P, 5'7C g- <t > 0 CO 0.005 -` `� D ' / ... . . , _ „ 230 / _.---- 0 . y1,S6 ' 0 ,% - 19000. �1 As.....BuILT ..,,::fi. ,.... ,4.,..::__ �' DATE Ke(Iti I D$ -� 04A22839 4 k �i t�4A23fl DMH #6 A'PROW D �14Af COMMUNITY DEVELOPMENT 220 t ; : - �,_ .:�� _� 5=� 4 " SDM !_._ SDLN 2 STA: 4+10.33 SDCB2 SDLN 2 STA: 1+40.78, SDLN 2 STA: 2+29,17, SEVILLA STA: 4+26.10, 5.00' LT, SEV LLA STA:1+39.16, 8.87' RT, SEVILLA STA: 1+55.62, 5.0' LT, SEVILLA STA: 2+44.48, 4-.09' 5.19' LT. RIM= 247,14 ozww<leiww: RiM` 227:53 228.44 RIM= 237� 1 = 242. 1 IN(1 1N (10" SW,SE) PROJECT IVt .. 8 f � IE- 224.59 IN (10" E) IE= 22 F,48 224.23 -IN (12" S,NW) IE= 231.02 231.38 IN (12" S)210 IE= 241.91 IN (12" S) "["YPE. CONSTRUCTION IE= 224.38 OUT (12" SE) IE= 224,18 OUT (12"E) IE= 231.72 231.18 OUT (12" N) IE= 241.71 OUT (12" N) REVIEWED Bar; 1+00 1+80 2+20 2+80 3+40 4+00 4+8 5+20 5+80 SCALE 3Q 7 SW SEVILLA AVENUE AND SDLN 2 - PROFILE 30 'I5 30 fib HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 10' IN = SO FT . N:\_proj\328-038\dwg\Asbuilts\Sheets\328038-STRA_ASBUILT.dwg ASBUILT.dwO -SHEET:SHEET 7 Jun. 17,08-3:08 PM jm 1 ct;i4_k' STREET NOTES: *--- ... , 116 ADA ACCKSIOLC CURB RAMPS PP l,tieha , VIIC COITi STDi DTLit #iill SIOHT VIIION TNIANOLK WIDg PUBLIC UTILITY KASKMtNT, C C) UNITY : I-,,,, , i C) 5' WIDE VEGETATED PLANTER STRIP. ',. DEVELOPMENT . ... . N\§ to I , I 'rn-----,1;,_ 7-1: ' °4Ti A222ce #6 rc-N 5' WIDE CONCRETE SIDEWALK PER N.'fi 3 & i , trz\ CC:jOi.-113. aScTD GUTTER. D TL. #P1E2R0. (BY C.O.T.OTHERS)STD. 9200 SW Nimbus Ave. , Ii.... \I E _ I v_tf DTI- #126. Beaverton, Or 97008 4 , , \ , I , , - W / 4) f a)( )() I , zi.:). CD.LTL. .M;IN7Uott.4ENT BOX PER C.O.T. INTERSECTION DATA: , i ril 503-452-8003 [F] 503-452-8043 ., r__ \ c I- -- ,_ . lk ,..... _ ....,.. _ „ 1 5 wvovsalphacommunity.corn / vile, , ,ii.-Qs.. ,--\,' 1 '' Ni SEVILLA AVE STA: 1+00 W 11111111111111r3111 W _._ : i 411FANER -um. TRANQUIL LN STA: 6+81.29 DATE: I _ =isimilst:amilii=ostimii=. : 'L,„_''', '' ' i , ,,,- I 11, , FUTURE PROPOSED RIGHT OF WAY W _ _ ,. Ji , . . 8+00 PROPOSED FUTURE SW SEVILI-A AVEN9U+: LINE., REVISIONS Z _ tiptvettOLkAANto r i , 1— NO. DATE DESCRIPTION _ ,, I I 10+00 -- - --- - I (..) I F-- < fit 77 04A223 04A221 SDMH #7 SDMH 19 — riSTD STORM NOTES: s — MANHOLE PER CWS — _ — — /_ DETAIL #010. ril INSTALL SDCB PER CWS STD. DWG. #225. , SEVILLA AVE STA: 7+21.46, 14.83' LT. cc&b Par e" RIM = 2G2.G1 262.23 \v— k•Ff IE = 2,54.C4 257.48 OUT (10" W) c.. ,N4p i NE-4_ kf '`'` 8979 ''' 9.87 LF 10" PVC 3034 S=0.3688. FS1 INSTALL 12" x 10" D-3034 PVC TEE. c> 'et+REG 41/4e0 c,-- • , - - -9? „,..7 VALID THROUGH 12-31-08 PVI STA = 6+60 PVI ELEV = 260.51 A.D. = —0.99 WALNUT z -82.00' VC Li 43 -cf. 280 ... 41.s M °,.f, (° Z ll Vr:44. CROSSING CC 0 L.L1 ci •Z to ,.-- < ...> SUBDIVISION ...... < ,.... u, -5 F- cr) to t7)iil _ W .......-- . 3.3 N Z Li"/ 0 6j .....- ,.„- .. cf) , lik-g!jki.geffirzr Z 5034 '', ?NIG - SW SEVILLA AVE ,..J . I „ , ____________________---7---. _._. , 250 AND STORM PLAN & 2 EXISTING GROUND LINE PASSED PROPERTY LIMITS IS ASSUMED FROM AERIAL TOPOGRAPHY PROFILE , A223 n4A991 240 . 04 SDL SEW I-1 #7 I I SDMH #9 SDLN 2 STA: 7+45.46, N 2 STA: 6+70.52, SEVILLA STA: 7+61.23, 5.00' LT. SEVILLA STA: 6+86.29, 5.00' LT. RIM= 264.41 RIM— 261-.JJ 261.18 IE= 2,13.27 258.18 OUT (12 N) 1E— 251.07 251.35 IN (12" S) 230 AS-BUILT , 1E— 251.07 251.4E1 IN (12" E) 1E— 250.87 251.23 OUT (12" N) DATE -220 ,, , ,_ APPROVED ,1 ,..... z 'V ,;, , L4.(''' a a COMMUNITY DEVELOPMENT PROJECT NO.: 328-038 6+40 7+00 7+60 8+20 8+80 9+40 10+00 10+60 TYPE: CONSTRUCTION REVIEWED BY: SCALE 30 0 15 30 68 SW SEVILLA AVE AND SDLN'2' PROFILE HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 10' IN = 30 FT N:\proj\328-038\dwg\Asboilts\Sheets\328038-STRA_ASBUILT.dwg -SHEET:SHEET 8 Jun. 17,08-3:08 PM jm I .. . L A - .,. _-,:gg,.. -...... ' STORM NOTES: ...,, INSTALL STD MANHOLE PER CWS STD A,- DETAIL #010. , 121 INSTALL SDCB PER CWS STD. DWG. - #225. alpha 1 jj INSTALL SDCB PER CWS STD. DWG. #225. COMMUNITY TRANQUIL STA: 2+41.20, 12.87' RT. RIM = -2-547+2- 254.11 DEVELOPMENT - - ------- I IE = 251.93 IN (4" E) IE = 251.93 252.39 OUT (10" NW) 16.54 LF 10" C-900 S=0.0050 t 9200 SW Nimbus Ave. I I 1 F 8 2+38.87 Beaverton, Or 97008 , _ TAX MAP: 2S104AD [T] I -, \ 21 4-1 i 503-452-8003 [9 503-45243043 - ' -:-., :' , , _ , L=22' TL: 4100 0 0 0 IE-Q52.4 vvww.alphacommunity.corn _ „ 1E-2251.3 STREET NOTES: -- 1 DATE ADA ACCESIBLE CURB RAMPS PER PROPOSED FUTURE SW TRANQUIL LANE I 12 jp"SRDOA22CPB C.O.T. STD. DTL. #128. REVISIONS 1 0 , ut, ,, , :40,4 - - . - 1 s - < ' ,-, ,f s -, ------------ - _ . 1 o I ,t,441:1,-' , 1.2,1 ,,----7:::L,:L:::-. 1-4.'- '-':,::-,,i-,::-LANE,-, ,Ii-i; 71"'--1.,,47:,41, (1,-. ,_ ,, _-, /- '‘: -I lui- scwil #8 04A226 0 30' SIGHT VISION TRIANGLE NO. DATE DESCRIPTION "SDA22MH 30 DI ' CD 8' WIDE PUBLIC UTILITY EASEMENT '..: ----7-''-7-7-7-7----1-, 7-- '_H: -'.--: , NI 1-31 SDCB #8 4 5' WIDE CONCRETE SIDEWALK PER I 04A224C C.O.T. STD. DTL. #120. 1 _ 0 5' WIDE VEGETATED PLANTER/-7"-- - - STRIP. ./ 00 22+t 4120.851 ,.. , --,;• tip ia t C) CURB & GU I IL.R PER C.Q.T. STD. , 0, SET C.L. MONUMENT BOX PER 4 1 u 9 IE=250. C.Q.T. STD. DTL. #170. r t, ,- .1,..- i tlAxiP , 0 INTERSECTION DATA:0 4, w ib . 1 TRANQUIL LN STA: 1+00 SEVILLA AVE STA: 6+81.29 OV PRaZir , NkG 1 Nt4., 41k NI! OriMels ..0111..........1.101MOOM 011.111111P MIMED r l 'ij (' 897iii-r•-• AR30EG 4,,,,, m. ? VALID THROUGH 12-31-08 SW TRANQUIL LANE - PLAN MINIIIIIIIIIIIIIIIIMINNININNINNINININIMIIIIIIIINNIIIIIIIIN 0' R/W SCALE: 1" = 3 R/W 50.0' ... 28.0' WALNUT ... ... 8 '.0' 14.0' CA 14.0' 8.0' . -....-.-0.5 -. ID V Ir 0.5'-.- a ivr P.U.E. P.U.E. CROSSING PVI STA = 1+37 -...- ....-0.5" 0.5!--.- --,- PVI ELEV = 260.18 5.0' 5.0' .5.0'.1. 4,-;-"PLANIER PLANTER ' SUBDIVISION A.D. .-- -2.09 STRIP STRIP K = 20.05 PVI STA = 2+81 4200' VC v)01 A.D. = L.P. ELEV = 247.40 . . 1-(0 PV1 ELEV = . wi it SIDEWALK CURB & w 0 tc) Lir to -3.2524967 PVI STA = 3+50 GU I I E.R (I)Li-I II • a) id ii K = 21.23 11111111111111111111111111111111NINNIVINNNNIIIIIIIIIIMNIIIIMI CO o to . ›> 74.00' VC PVI ELEV = 246.66 SW TRANQUIL LANE 270 'C'D fX dii .1JJ ‘---C*4 + Cn Ct _J -go, .., * A.D. = 11.83 270 w Cl..1- w -- co EXISTING fl.Li NOT TO SCALE CO m u.) (f) •• 0 UJ I- (\i GRADE AT C/L m ..4- 0 o co K = 5.41 >o co> fl tii OF STREET F.--1 I -4-• 64.00' VC z tir csa c,i to ....* ASPHALT CONCRETE MIN Li > 22.96 LF UJ Nt 04 Lai ce + to - 10" C-900 1-(\i cii Lii co ..4.. 1 I/2" TYPE "Cs TRANQUIL LAVE PROPOSED to -4..- -----s.22A., _ zi- m GRADE AT CA te) "4- Z 9" BASE ROCK OF STREET (..)6 id- .. 2"- (3/4"-0) LEVELING COURSE „ - _ > 0 (n •• . •,... . - , _ _ _ LLJ > 0 Lii . . * *** * 7" (2"-0) AGGREGATE BASE PROFILE 121.C6 121.46 LF 10" C-900 0 teerae 0.0067 ..,---. _ Ili > (--) . • ..:.. - - ., • > 95% OF MODIFIED PROCTOR ASTAd DI557 250 - _ . .........s.......... - 250 SDMH #7 04A223 - 3.13% COMPACTED SUBGRADE SOILS SDLN 3 STA: 1+00.00, -.......... _ ---_, --____ APPROVED NATIVE OR 95% OF SDLN 2 STA: 6+70.52, . 5.0' RT. 04A225C - STANDARD PROCTOR TRANQUIL STA: 1+05.00, SDCB #7 SEVILLA STA: 6+8er29-6+8126, 5.0' LT. 04A226 SDLN 3 STA: 2+44.62, 240 RIM- 261.a0 261** SDMH #8 TRANQUIL STA: 2+41.06, 14.001 RT. 240 SW TRANQUIL LANE 1E- 231.07 251.35 IN (12" S) SDLN 3 STA: 21 21.66 2+21.46, RIM= 254.25 A.C. PAVEMENT SECTION IE= 251.07 251.48 IN (12" E) TRANQUIL STA. 21 26.65 2+26.12, 5.0' RT. 1E 251.OG 252.52 OUT (10" SW) NOT TO SCALE IE= 250.87 251.23 OUT (12" N) RIM= 255.32 - - IE= 251 8 252.43 IN (10" NE,S E) 1E= 2168- 252.29 OUT (10" W) '.,....a 1+00 1+60 2+20 2+80 3+40 4+00 . 0 COMMUNITY DEVELOPMENT SW TRANQUIL LANE - PROFILE HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 5' (i) PROJECT NO.: 328-038 As......BuILT TYREPVEIE:WED BYC: ONSTRUCTION DA I* ,, SCALE V‘APPROVED ' Y 30 0 15 30 60 IN = 30 FT N:\proj\328-038\dwg\Asbuilts\Sheets\328038-STRB_ASBUILT.dwg -SHEET;22x34 Jun. 17,08-3:06 PM jm 1 y . Y STORM NOTES: �_____ 1 INSTALL INLET CATCH BASIN PER (CWS A ,,, A `— - -- -- ---. ,.,..- - STD. DWG. #330) ___,____. i —" �--�---- -- WALNUT ST. STA: 15+54.84, 23.55' RT. --- __ , ,, _ RIM = 228.66 , .r:v --- --- _ _ IE 225 OUT (12" w) — 0 0 0389 o o 12+00 _ 65. 6 LF 12" PVC 3034 S= . , I — 13+00 E CONNECT TO EXISTING CATCH BASIN. COMMUNITY ---�--. ,. SW WALNUT ST. ---� WALNUT ST. STA: 14G+8Cg,78, 23.05' RT -- +�f0 � �°- —�"" RIM = 227.93 D E1 'E L P E NT EXISTING WATER METER -- --. DCB 1 16+00 1?+OD -- �� � j N 2 E o,. I lE 222 43 OU 1 N ,.._ .�.:-:;..:. <.�-... leer.,:� .of _ .. .tom ..:... .:: < .t - - - - - vii .. :: .' .. - - ems`.' t EXISTING FIRE HYDRANT 92QO S1�Vlimbu Ave. 1 — — IA itir ' ' ,,/` sidli r_--------"" Beaverton, Or 97008 0., i �.. ['1j 503-4 2 8 3 [ ] 503-452-8043 14,4" � , . / I �- --- www.alphacommunity.com r 1 STREET NOTES: EXISTING VEGITATED rg a � CORRIDAOR BOUNDAR '' � � �� .� � I . 0. CONNECT TO EXISTTNG CURB LINE DATE: I AT WALNUT ST. STA 14+91.22, 22.12' RT REVISIONS WALNUT STREET PLAN 0 SAWCUT LINE AND AREA TC GRIND NO. DATE DESCRIPTION SCALE: 1" = 30' TO A DEPTH OF 2 INCHEST AND OVERLAY AS NEEDED ADA ACCESIBLE CURB RAMPS PER C.D.T. STD. DTL. #220. SHEET 11 0 CONNECT TO EXISTING CURB LINE AT STA 15+52.84, 22.17'RT CONNECT TO EXISTING SIDEWALK AT STA, 15+63.95, 22.18'RT 6 INTERSECTION DATA: imminommiummilues SEVILLA AVE STA: 1+00 SW WALNUT STREET STA:15+20.38 0 0 SET C.L. MONUMENDTL T BOX PER " ��,G 1 NE4,PRk 4 , r-C,O.T. STD. . #170. 8979 IAAAA)Aka\VV%---- PL 1 250 T • F- "` ai Q 30__,Pe i, z „ ,_.b., . Li,.. c, c, 250 �'y M, P I'\` 19) (N: w n�-- .. ai VALID THROUGH 12-31-08 1*-- 0 EXISTING ? oI GRADE AT C/L +I OF STREET 240 - __ _ WALNUT - - _ _ _ - -- �-- ____ 0 _ _� _ - - 230 CROSSING __ __ _ ,� --I—r- -- 0� LF:12 1 1 u1C— EX.Si CBSUBDIVISION 220 SW WALNUT ST SAN 220 STA: 14+89.78, 23.05' RT. RIM= 227.93 12„ STRM SW WALNUT ST IE= 223:62 IN 12"S) STA: 15+54.84, 23.55' RT, IE= 222.63 IN (12"E) RIM= 228.66amommimmilimmimmoimmemumm IE= 222.43 OUT (12" W) IE= 225,16 OUT 2" W) 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 WALNUT STREET PROFILE R/W R/W WALNUT HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 5' . 70.0 44.0' OLD STREET ._ R/W 13.0' .! .. 22.0' CA 22.0' 5.0' DEDICATION SIDEWALK PLAN & PLANTER STRIP 6.5' PROFILE 0,5'--- --- o,I 8.0' ,.� I P.U.E. 1 61 2.0� EX. CURB & GUTTER EX. SIDEWALK WALNUT ST. NOT TO SCALE ,i "' a a I COMMUNITY DEVELOPMENT mimmomil AS.BuILT 4 PROJECT NO.: 328-038 TYPE: CONSTRUCTION DA r 'i BY: APPROVED • ,. SCALE REVIEWED 30 0 15 30 60 1 0 1 IN = 30 FT N:\proj\328-038\dwg\Asbuilts\Sheets\328038-STRT WALNULASBUILT.dwg -SHEET:22x34 Jun, 17,08-2:47 PM jrn :"-- , I !kr* la _, alpha COMMUNITY DEVELOPMENT CURB RETURN NO. '1 CURB RETURN NO. 2 TOP OF CURB ELEV TOP OF CURB ELEV SCALE: 1" = 10' SCALE: 1 = 10' CURB RETURN NO. 3 TOP OF CURB ELEV 9200 SW Nimbus Ave. SCALE: 1" = 10' Beaverton, Or 97008 SW WALNUT ST. /7 111 503-452-8003 [F] 503-452-8043 -F----------, x www.alphacommunity.com i< 0.60% (N IN : (C\111.:11 (322 7.81 1LP ta co in i7) Ni 1,3 -.4 DATE: 10 a) 0.66% ....„„,,..... J .S.' 14/ 228 02 iv 14;2222:287675Pc /4 7:1 :114.......141:4 1 ' N\s 1 43) > 5 259.19 PT CURB RETURN NO. 3 DATA REVISIONS ,ic e. — < --1 A\ CURVE DATA STREET STATION PC NO. DATE DESCRIPTION I 1/4\ 22.7-82 0 ,,le ZA <7 ...I 5 W 1+41.00, 14.00' LT , 60 A = 90" 00' 01" SW TRANQUIL LN iti R 1 i 7,..„ (1 ...„---------- — — --.....__ ...... ..._. 7.59-55 ‹ \ L = 39.27' 6+42.29, 16.00' LT I CR1 STA: 1+41.99 4 4 -.4 0 •q 1 e FA,'" SW SEVILLA AVE 1 SW SEVILLA STA: 1+60 / 228.35 0 N A RETURN TO (Ni CL PROFILE CR2 STA: 1+54.44 228.34 i "*........_ zi SW SEVILLA STA: 1+60 0)* 40 -"'"4........... / 228.67 229.08 228.57 / RETURN TO / CL PROFILE 4'3 0)- fo IV in in cri Acc\O PROC4r ‘ „as I 897 228.89 / 1 / alk eLtAtfrIVIN•1- I y-EGON.,„ SW TRANQUIL LANE cf.ti, or ct-- r Alit v 3.13% VALID THROUGH 12-31-08 CURB RETURN NO. 1 DATA CURB RETURN NO. 2 DATA n..) CURVE DATA STREET STATION CURVE DATA STREET STATION Cil t3 (0 0 PC g PC 01 o cri 1+39.16, 10.00' RT 1+39.95, 16.00' LT A = 100' 59' 12" SW SEVILLA AVE A = 78* 49' 43" SW SEVILLA AVE WALNUT R = 12.00' . R = 25.00' ••••"......."73 ATA T = 14.55' PT T = 20.55' PT -0 6 0 L = 21.15' 14+91.22, 22.12' RT L = 34.40' 15+52.84, 22.17' RT SW WALNUT ST SW WALNUT ST 0 4160.:iiiiirerdrdrizizi""zer CROSSING . . .•-------- '267.90 40707. w > • / SUBDIVISION < 5 ( #104( CURB RETURN NO. 4 DATA -i STREET STATION > W C cn 262 CURVE DATA 7.53 pc 0 +20 29P 16 00' LT ' SW SEVILLA AVE cn R = 25.00' A T = 25.00' PT R L = 39.27' 1+41.00, 14.00' RT 4/ 04 0 SW TRANQUIL LN Nt: CURB RETURN 1"11 DETAILS I CURB RETURN NO. 4 TOP OF CURB ELEV V SCALE: in = 10' a I P r — COMMUNITY DEVELOPMENT AS-BU1LT PROJECT NO.: 328-038 TYPE: CONSTRUCTION DATE larlkOtt05 (i) REVIEWED BY: APPROVEDMY N:\proj\328-038\dwg\Asbuilts\Sheefs\328038-CURBASBUILT.dwg -SHEET:22x34 Jun. 17,08-2:39 PM jm I 1 I / it ' - 1,1, „,seit; N P...., \0.: , k I i 1alpha ,„ . ,,.., T ,ww 1 _ _„:,,, , 1 J NEWS LL I I � e i I I .....k WHIT I T LINE N E , = 0 COMMUNITY 1 1 1 ,....1 1 I 12,965 SF 7, I DEVELOPMENT +-...h1 1 z 1 716 SF 11 4: �' o � J\ 0 I , , , 6,715 SF � 6,314 SF ! � � $ � ;, ` 411 I 6,327 SF 6,339 SF 6,352 SF ti I7 5 7 672 SF 9200 SW Nimbus Ave. f * '\---, i Beaverton, Or 97008 @NEW STRI PII Nta �] -4s2- 003a -�s24 IIPPATAL __-____ '\. —._ +, I I 1 \, v�rWW.a1 htac©mmuni .cc m _________*____MIIMMAINOMIIIIIIIIIIMN____ _ 41111.0.__ ____ 7tIIII.MMN1/4:.______ \fillanill*1/4 I:0_ _ 741111111111Mvi N' '''s'_ W- N\' 41111111111Mi. '1*.s‘\\NN21:18111 P fiY 19 I h 1 -------,...,.. ' \\\\\\, . N ' 1 ` DATE: I tkl‘ le REVISIONS 411 - - ,. ____ _ 44* N. lib 4 41* - - NEW STRPPI G B ,• ==- _ �,r• ,,, IIIIIIIIIL _ � __.._�_ �\\\�\ NO. DATE DESCRIPTION EV��.LA AVENUE - --- 0 '''''".. ------, ' ; .- _- _ I - _ __ -- �'. --- ._ --. 0 0 0 I WITH NEW ._____�� --- -- - - � _.. - __ _. .. - ....7-1 ter �.,,, 0 0WO 1 1 GENERAL SIGNING NOTES: * MAY USE 6" SIGN TYPE "Rl" 1 30" " i' s +' & 1" ON STOPPED LEG IF COLLECTOR STREET LIGHTING LEGEND 1) CONTRACTOR MALL SUPPLY AND INSTALL ALL SIGNS, AND IS RESPONSIBLE FOR STAKING SIGNLOCATIONS / \ 30" [ 1 I I OR LOCAL. TYPICAL STREET NAME AND OBTAINING UTILITY LOCATES FOR STAKED SIGN LOCATIONS. SIGNS SHALL BE LOCATED PER TYPICAL STOP 1 RE ►SEVIL A AVENUE a SW WALNUT ST. s" TYPICAL STREET NAME SIGN '" ARI INSTALLATION FOR EX. PGE WOOD POLE WITH PROPOSED 200-WATT HPS 4.11‘4,G PSIGN LOCATIOIt1 OR AS SHOWN ON PLANS. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE FINAL STREET INSTALLATION FOR ARTERIAL INTERSECTIONS. FLAT LENS COBRA ON 6' MAST ARM, '` ' 4: 2 SAD 2 SIDED A� 4.,. ev $37 �NAMES WITH THE COUNTY SURVEY OFFICE AT 846-8723 BEFORE ORDERING AND INSTALLING STREET NAME SIGNS, FII INTENSITY s 01 REQJIREDsal0 s LOCAL & ACTORS ., " M " INTERSECTIONS. 6'° PROPOSED GRAY 30' SMOOTH DIRECT BURIED M � 2) ALL SIGNING SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE COUNTY'S 12 TYPE 17—1 yp TYPE G1 ° Og FIBERGLASS POLE, WITH 6 ARM & 2O)0-WATT HPS FLAT REGo PERMANENT SIGNING LEGEND. MEET BARRICADE I (T LENS COBRA LUMINAIRE, MOUNTED 25' ABOVE ` ' or 3 STREET NAME SIGNS SHALL BE: (VERIFY FINALSTREET NAMES BEFORE ORDERING AND INSTALLING) 18" PER or(OF BOARD (JF ( ROADWAY. ,� \, DMA.i192 / M. P Amy 2S E jai � � � N� •�10 ,A) FOR LOCAL AND COLLECTOR STREET INTERSECTIONS: SIX (6) INCH 0.08O INCH FLAT BLADE ALUMINUM 4 5 1 REQURED Sam 6 I b�'I' 1(I � PROPOSED BRONZE 30 SMOOTH DIRECT BURIED VALID THROUGH 12--31-0$ BLANKS, MOUNTED ON TOP OF POST WITH SPECIAL BRACKETS. SDI 0 / �, `r' S. 100-WATT� {� `,,� FIBERGLASS POLE WITH 8" ARM & HPS FLAT E /' Imo" ': LENS SHOEBOX LUMINAIRE MOUNTED 0 25' ABOVE LETTERING: FOUR (4) INCH UPPER CASE SERIES C // t'l" ,,r REFIXES AND SUFFIXES: THREE (3) INCH UPPERCASE SERIES C ROADWAY. SUPERSCRIPT FOR NUMERICAL STREET NAMES: TWO (2) INCH UPPERCASE SERIES C *STREET LIGHTING, DESIGN PER P•G.E SCHEDULE 91, LAYOUT PER "TYPICAL STREET NAME SIGN LAYOUT" TWO (2) SIDED 4440 44410. ' OPTION 'B' & WASHINGTON COUNTY SPECIFICATIONS. WALNUT B) FOR ARTERIAL STREET INTERSECTIONS: NINE (9) INCH 0.080 INCH FLAT BLADE ALUMINUM BLANKS, 41111100 MOUNTED DIRECTLY TO POST WITH RIVETS FOR STREET NAME SIGN FACING THE ARTERIAL TRAFFIC , STREET LIGHTING PLANS PROVIDED BY: APPROACH. FOR SIGN FACING COLLECTOR OR LOCAL STREET APPROACH USE 3)A) ABOVE. SEE DIAGRAM*. 4111111111 "22,_ TODD'S LIGHTING & ELECTRIC, LLC. CROSSING LETTERING: SIX (6) INCH UPPER CASE SERIES C 19579 S. KARI ANN CT. 41. PREFIXES AND SUFFIXES: FOUR (4) INCH UPPERCASE SERIES C OREGON CITY, OREGON 97045 SUPERSCRIPT FOR NUMERICAL STEET NAMES: THREE (3) INCH UPPERCASE SERIES C LAYOUT PER "TYPICAL STREET NAME SIGN LAYOUT" ONE (1) SIDED, TWO (2) SIGNS PER STREET NAME. 41t,NtLI 503.742.1900 (F) SUBDIVISION C) FOR SIGNALIZED INTERSECTIONS: TWELVE (12) INCH 0.125 MM FIAT BLADE ALUMINUM BLANKS, MOUNTED OF s' TO MAST ARM OR STRAIN POLE FOR SPAN WIRE SIGNAL SYSTEMS. f LETTERING; EfGHT (8) INCH UPPER CASE SERIES C FOR SPECIFIC SIGN DETAILS (SUCH AS THE "STREET STUB SIGN') CONTACT THE COUNTY PREFIXES AND SUFFIXES: FIVE (5) INCH UPPERCASE SERIES C TRAFFIC ENGINEERING SECTION AT 846-7950. SUPERSCRIPT FOR NUMERICAL STREET NAMES: FOUR (4) INCH UPPERCASE SERIES C LAYOUT PER "TYPICAL STREET NAME SIGN LAYOUT" ONE (1) SIDED WITH BORDER s' �--$' CENTER IN 0 INSTALL NEW SIGN A FORSTREET NAME SIGNS PER "SIGNING MATERIALS" 1 MATERIALALL AIL INSTALL NEW SIGN (N) ON NEW (M) SUPPORT OPTIONAL O � , WIDTH OFSIGN PER BELOW TABLES FOR SIX (6) AND NINE (9) INCH BLANKS, BEGINNING SIGNAGE SIGN TREE z --*�-10'TO VARIES 10' F-OFFULLVDTh — "COMMONRXNuIOVE EXISTING SIGN (N) STOP BAR SUFFIXES A REVIATIONS PER: ABBREIIATIMIS" OF TURN LANE. PLAN 6 INCH BLANKS (TWO SIDED) 9 INCH BLANKS (ONE SIDED) RxMN REMOVE EXISTING SIGN (N) AND (M) SUPPORT MAJOR S• SEE MUTCD FOR DETAILS.ARROWS WHITE LINE. LEFT TURN LANE MARKINGS- BIKE LANE LINE- 8"WIDE OF CHARACTERS BLANK WIDTH OF C HARAQTERS BLANK WIDTH (NOT INCLUD. PREFIXES (NOT INCLU©. PREFIXES SHALL BE THERMOPLASTIC AND SUFFIXES) AND SUFFIXES) RIMN REINSTALL SIGN (N) ON NEW (M) SUPPORT PAVEMENT MARKING MATERIAL. UP TO 6 24 INCH UP TO 6 38 INCH SIGN TREE1\ SIGN TREE L 0 7 TO 9 30 INCH 7 TO 9 48 INCH EMI MAINTAIN AND PROTECT EXISTING SIGN (N) AND SUPPORT 10 TO 11 INCH 10 TO 11 55 INCH 12 TO 13 42 INCH 12 TO 13 61 INCH INTERSECTION INTERSECTION 11;15, � 4�`7 SPACE "--••-1 t3 �m ® LD� 1 Z MIN OVER 13 48 INCH 14 TO 15 68 INCH RIN REINSTALL EXISTING SIGN ON EXISTING SUPPORT FOR MAST ARM STREET NAME SIGN LETTER SPACING USE ODOT'S STANDARDS N = SIGN NUMBER SIGNS SHOWN WITH BROKEN BORDERS ARE THRU TRAFFIC SIDE - - - 4"SPACE t. COMMON ABBREVIATIONS M = MATERIALS, OPTIONS ARE: EXISTING. AVE = AVENUE LN = LANE RD = ROAD S = STEEL "TELESPAR" TWO WAY LEFT TURN STRIPE- 4"YELLOW LINES BLVD= BOULEVARD LP = LOOP ST = STREET " WITH TYPE I BI-DIRECTIONAL RAISED PAVEMENT tIR = CIRCLE PKWY = PARKWAY TER = TERRACE 5/16 GALV. OR STOP BAR - SHALL BE THERMOPLASTIC ~- = PLACE WAY = WAY ALUMINUM ALLOY WASFIE MARKERS. OUTSIDE LINE IS SOLID INSIDE AT PAVEMENT MARKING MATERIAL. p h a CT = COURT PL SIGNING MATERIALS ..► t313o PA I I ERN. DR DRIVE „ FACE SIGN STOP & YIELD SIGNS REFLECTIVE SHEETING. TYPE III ,, " COMMUNITY DEVELOPMENT SCHOOL ADVANCE AND CROSSING SIGNS YELLOW/GREEN REFLECTIVE.SHEETING TYPE 9 Mti�. 3/8" X 7/16 RIVE RIVET 4) POSTS --• „.,, EET NAME SIGNS LETTERS - SHEETING. TYPE III K " (POST & OVERHEAD MOUNTED) BACKGROUND - REFLECTIVE SHEETING, TYPE III w ANCHOR 2 " X 2 18" DEEP A MINIMUM OF 2 X 2 INCH X 10 FOOT GALVANIZED "LIMSTRUT TI 'AR OR 12 GAUGE PERFORATED POSTS APPROVED EQUIVALENT SHALL BE USED. All C)THER SOB (POST MOUNTED) REFLECTIVE SHEETING. TYPE �I ANCHOR 2 "X �, " DEEPAs.BuILT ?VERHEADT IREETNN E SIGNS) REFLECTIVE SHEETING. TYPE NI. ■ SIGN POST 2 X 2*, 12 DEEP A 2 X 2 INCH X 12 FOOT (MIN.) 12 GAUGE GALVANIZED "UNIS'TRUT TELESPAR" OR 12 GAUGE TYPICAL SIGN SIZESI. r DATE O y D PROJECT N+G1.. 328-038 PERFORATED OR APPROVED EQUIVALENT SHALL BE USED WHEN A COMBINATION OF „_ 4 k ■ ■ ■ appRovED ` TYPE: CONSTRUCTION SIGNS IS MORE THAN 36 INCHES IN HEIGHT. SIGN COMBINATION AND MINIMUM SIGN MOUNTING STOP SIGNS - 30 x30 Noy SPEED SIMS - 24*x30- ON LOCAL STREETS(THE WORD LIMIT SHALL NOT BE USED ON POST REVIEWED BY: HEIGHT SHALL DEI'BNINE POST LENGTH. ,� " SPEED SIGNS) 30 x ON COLLECTORAND ARTERIAL ROADS. :►- SLEEVE CROSS SIGN PD;TS AND ANCHORS SHALL. BE INSTALLED PER SIGN INSTALLATION" NO P4RKIt G SIGNS - R7-2A IS TAtIDARO, WITH A R7-_201 12"x6" "T YIt AWAY ZONE" ANCHOR I I 3/8" x 7/16" ALE 12 x1R ON LOCAL ROADS, B x24 ON COLLECTORS AND MOVE, MEN CH IVE RIVET 30 O 15 30 60 ARROWS ARE SIGNS AT BOTH ENDS OF THE ZONE BALL HAVE SINGLE ARROWS NO OTHER TYPE OF POST SHALL. BE USED UNLESS PRIM APPROVAL OF THE COUNTY TRAFFIC POINTING IN THE Ar'PROPRIATE DIRECTION WITH DOUBLE ARROWS IN KNEE N. 1(11C:1 ) ENGINEER L5 OBTAINED. 'D (SUCH TRAFFIC SPECIFIC ENGINEERINGETA TS# 8AS THE OSTREET STUB SIGN") CONTACT THE COUNTY TYPICAL SIGN INSTALLATION 1 IN = 30 FT \prof\328-038♦dwg\AsbuIIts\Sheets\328038-SIGNAGE_ASBUILT,dwg -SHEET: Layout1-22x34 Jun. 17,08-2:37 PM jm; 1... . I A iRst. , 7 I 1 WATER NOTES: 1 1 A INSTALL FIRE HYDRANT ASSEMBLY 1 PER C.O.T. S . DTL. #542. 1 alpha , ,,, ..../\ • t ' . , :- .... ....r ..................... ...... _,... ..........._,... ..... ...... --- --- ------ - ...................... ...P.M. 411.14 ....., ...... I I I 1 AWN* I I I •10•••• .MONNIMmimm.IMIN.M.In. .1.110 r : eiximmsso.......m.MNIO .....• I .01•MiIP Amp. •10•11AMININImmll a: 'Si i N , 11 , ' =MOM 0111/.1 INSTALLcoNNEc Tilo"NS IcN.Gol:TE. WATER STD. DTL.SE R V 1 C E #520. INSTALL STANDARD TEMPORARY COMMUNITY DEVELOPMENT I A B#5L070W.OFF PER C.O.T. STD. DTL. i, I i 9200 SW Nimbus Ave. 4 11717(6)TgAt.<LSL PERi 5`c E.30E.N.T.I? sW IT DT H. DTI!U S T i I g I A 1 1 2 3 I 4 I 5 I 6 1 7 1 8 , zw 1 INSTALL 11.25* BEND WITH THRUST rfiBe503745e243003rton,f,05ar 945720_804308 BLOCKS PER C.O.T. STD. DTL. \ .! I I \ 5 1 $ 9 Iti 1 I I I '.-. \ #560. vvww.alphacommunity.com I: , TeYP. TYP. 8 if 1 , II ctt, Z f I A A (1) A a $ I pl NESRT AcL.La T TEE. s T DW I.T HD TI.H.THRUST .BLOCKS A r , _ ,t....._ v 2+48 A i A ............-- A Z DATE: ill :04: A162 3+84 I 6+18 6+513 1, 4p. IC-223.1 L=421 : 4+38 4+93 1 3+17 1 L=421 I I 5 I 36 .64-5+ 1- 1, L=421 I I i. 7+82 Al A ,RuENScTRTIA0INN JOINTS 181 PAST REVISIONS , L=42' 1 L--42' / > , 1 1E-241.0 I 4+4+ to ' L=42' IE=237.3 IE=239.0 IE=241.4 .\.‘. ::jwat:4 a I A lEE-2265561 A\ 1 L-421 '117,11,killarissaraii1/4 N -- lE=231:1-:* „ - .._... -.+. -- -- - A IANDsDT:4:X.18. , - IC-21.3.0 k \ NO. DATE DESCRIPTION 1 , , - 1 ..,..., '‘Ii\*. " ..._:iaereimmmp"....uemomnunr,nm__' _______ _ .-- ____ ____ ___ _____ in' ' '‘ \ '\ .--.4 ..... ........ ,IE=246.9 ilk - -4- ______ww.:41........ )r ,,,%, \ _ _ _ ..... ...... .._ ....... .....7/ ....... 40 .iii& "..... h 7,- - - , -A. --------- * , N. A,Nx mrar A DVATLC.UU#M59V0A"LCiVMETETNRAAPTC1Q.ON.TA. ....- --------....---m-* -- Att0,4 ,4,...17A --,,,.:Z.-~ s44.11"....1"............w vil 1 AAli:Jai '1.71111111""......."... - - - "11111111111111111111111111F-,, 77: 1 ' - 1111111111111.11111111„,„ „ ,111411, : 1 T 1 ----''--,--___ --- E mg.......-",.91,Ilir 1.....M/JE "1111111111111111111111.11111111111111111111"111111111111 SSU.i.... .....11. .......ss:_,...... 1-:s;------------- ---- -"----"----'---- ............................ ........ ....... ....................... ..... ....... .......................... ...... iiir e-N ss -----,---,-- ..... ________ _ 5 ....... _...1.. ..1 QM I te.r.Of ROI. 01.M.. ...•••••••........m........OMN...... - WM ISRO111111111..mmium . - • 1 Mimi INMEMMI ilIMMIMINONNINIMMEIMIONYMb 0.00.11/ *Mem N--. ......• ..................••••••.r.... ........ ) 6111i. WIIIII0 MIRMINIIIIMI. 41=1111. MIMI* OMM•I...... ..•-.------------- -- - ----- + •• ., ......----......................--........,mr....r..................................... ---,iv... ......................._____ _ ...... ..... Ammon iN.....SS....M.INN•Woml.s1••=1•00.00.1MIMON.MainiS•••11......••••••...ommamio....1,••••••...S.Saftvoinamimita...••••••....orom••001.0.•44 EmSS SSLN _ , 4 t , - 1 ________ ..... ..... - ------------ - -- -................_- - - -,. 0 SANITARY NOTES: 0 SSO4A161 SSMH #03 , i,..,,, INSTALL STANDARD SEWER I 0 ; 1 I - SS04.A160 A EX. SSMH ' II , EX: SSMH 0 l , w MANHOLE PER CVVS STD. DWG. ------I I RIM: 227.97 SSMH #041 I , 1E 214.45 IN (S) SSO4A1591 (4---S) P---1 NAIN 0 LI NASTETARLALL 4;ERP VcCwSsAsNTD1 TA.RLSGE. WER ' I I I ' 1E 213.97 OUT (N) - - - _ I #170. MINIMUM SLOPE=0.0200 CWS #9486 q V"."----- i I SSLN & WATER - PLAN HORIZONTAL SCALE: 1" = 30' 0 Cm0ANNNHE0CLTE TcOwsEXN1S0T1. N9G48S6A.NITARY SANITARY SEWER RELINER MANHOLE, SEE DETAIL SHEET 13. VALID THROUGH 12-31-08 As-BUILT DATE 041%00 A APPROVED_ AV WALNUT CROSSING SUBDIVISION CLASS '6' BACKFILL .-------- -_____ ..------- ------ 260 ...----- - ...------ 10'1 STRM AT SANITARY ..------- SANITARY & 250 EX. SSMH CWS #9486 FINISH GRADE CROSSING _______ 0482 - 13 ' ' 004412- ' SSLN STA: 1+00 0 PIPE CL ..------ ....--- VC . -1' WATER ST STA: 1+12 53.81 R RIM = 227.97' EXISTING GROUND 3 Mlit- ---- ; _ AI tc, SSO4A159 IE = 216.46 IN (8" W) 0 PIPE CL _ , ..---- SSMH #04 PLAN & 240 EX. IE = 214.45 IN (8" S) - i 49044.. 49b.isr EX. 1E = 213.97 OUT (8" N) - - PROFILE 10" STRM - _ - - ST sTASS. L7N+ST0A.3c... 871+1R51I.E6928+256.10040:42R92 4.601--CLR- - IE = 254.26 OUT (8" N) 101' STRM_ 1.96' CLR / 1211 STRM , 0\ 230 12'1 STRM 1.01 CLR osak 0 SI° _.........0000.: 1110.---- - 54 -ek'Cler " 5° To • fo , I F 8 3°34 15 SSO4A160 a a 220 51.54 -s--0.0413 ...s; ' SA-66 SSMH #03 V___2\19,22.------------ . ; . 68.93 LF 8" SSLINI STA. 3112.51 3+12.15 •4A162 ST STA. 2+Cr2.13 2+61.53 5.00 R COMMUNITY DEVELOPMENT SSM1-1 #01 303* 4 PVC 0 S=0.0100 sSSCKsmHA,661 SSLIsl STA' 2120 2+20.47 RIM = 238.50 - SSLN STA: 1+51 54 ST STA-. i170.41 1+70.88 2.36 R IE = -2-34169- 230.24 IN (8" S) ST STA. 1 i 01.96 1+01.95, 3.26 R 210 RIM =-- 229.751- lE = -2134.49- 230.12 OUT (8" N) RIM = 228.06' IE = 218.78 IN (8" S) IE = 219.66 IN (8" S) _ PROJECT NO.: 328-CI38 _ IE = 218.58 OUT (819 E) 1E = 219.46 OUT (8" N) SCALE i+00 1+60 2+20 2+80 3+40 4+00 4+60 5+20 5+80 6+40 7+00 7+60 7+90 TYPE: ONSTRUCTION 30 0 15 30 60 REVIEWED BYC: SSLN & WATER - PROFILE 1 IN = 30 FT HORIZONTAL SCALE: 111 = 30' VERTICAL SCALE: 1" = 10' 1 3 N:\proi\328-038\dwg\Asbuilts\Sheets\328038-SARASBUILT.dwg -SHEET:22x34 Jun. 17,08-2:22 PM yn WATERTIGHT MANHOLE RING 3-BOLT DOWN COVER hi vw PLAN F(Vi ME SEE AAI�FO G D DRAWNG N . 253 B� AS APPROVEIO D FACE OF � .-,,-.,..- PROPERTY ,t UNE OR A CURB ter► 5f E MT Div 1111111111 ETA E1Y MENEM • \ "'.. .0 ; • •, •• ' -.4 • 33--.. Z, � DETAIL • /O FILE rt.%O i t-. Aiii., �, A SEE arGRA ,NEI ,• r . ti / �1!!!I■ 280 jj y 1111111111111111111111111, f II:' A '41l 11 •, FDFI T3AJJF GRATE -ler- I 1/ / \,` � �r✓ • � _ A A Ii11111- 11 I �■ A ,. Ate ••• •r -,,, ►� �� _ FAf2= OF GJRBPIPES'12E AS SPECIFIED SECURE 2X4 IN PLACI 'I• rrMltllrrrwu • ri F,w/ ► �' I ► AGAINST PLUG W/E)AGIf'LL - • i hLOW try PACK OF CURD ��� 1. °_� Il,' - � ■ i L3"WEED HALF r� . � a ha ,I ,�, �� � ?v t'REviNr PLUG 9LotwJFF. yyOIISAI/1A111► i --� •ir j' f ACE E1f'I?IRIG �- QN'RACTIL)hi Q1Jr / t.� PI •� 1.FOR NkW C0111i11NICilE111 AIL�[3>rE11 II►fi1> 101M1 1WA17NE : - CA'?ER aCNTr TS-_�..; ca noes for ,�IMPS SE ION ' ' COMUNITY i FA RMA=itr FITIINOS IMPS OAHAIMlE APPROVED. 2x4 ,+ 1 �' B� PLAN 1.,..-3'-0- 4. _ 3•-D"� '�2'PRE �IOtAED 4 3/4" 2.PPE MAT 111.MAU.SE ONE OF THE MOM; E XF'ANS ON JOINT ILL H7fX!>M1t10�1s _ PLAN VIEW cFssEO �: RNLETa - y,, •.► �---_._.�_� - _ A 1..:Ef2 G YP.) SECTION A-A • �. DEVELOPMENT I fBml FOR EAIfiTART SIDE S TO ESE RE.'.7fls2CE3 t. r. , MAX ' • i i i i '•1 OTTCXM FACE OF 1�+JTTER -25" I-3/F- 7/6" MM1E FOR SWIM PMlM= t III� COWCRE.E INS.At:E0 Ik FIN +t;R I B.f3p 1E A31f1l"rt4` 2,2 ' ACCORDANCE WITH f`DM,INVERT ;. PLAN VIEW �ia����, r� . .= O ,.r...•...y. o r�/�� GOIiCTA[NkMif."LAEIt••'.b B� CiRJ RRANINGltO> 226 �. ••;_ .. ciir -`-'�r M i�`•" II/ HFJGHT;. TOTAL LENGTH OF 2x4 MIN r JP OF T i•. +' MIN. Curia INLET Opt FIC �� " LOT/ A5 5?,OwN ON APPROVE)SET or PLANS " ;. • 4PAVEMENT ��" 2'YIN. 2-M#+ • V' =NQR�AALLOW `NE ttiliTTER TOP-FACE Of CURB / 1/2 MARKINGS TO FACT STREET +. •�. + F.:-. R 12- •JEIG t : 47 F ACL OF�� SECTION B-'BTIT MAGNt TICS Top L3" �] c 30 3/4 BOLT Xc wN - 7x4 S.J7�'ACE AF�E tr t l I' • -, MAX f 7 0© J W N C(`z0H COOS SURFACE I MA%. OE.'Al. • 1.0 (GREEN-SANITARY: -.-..-y WEEP `� t Nimbus Ave.• 2 .... (tNHJTEdS'DRk) HOLES < O` IiiiA -.....■. M"• •,` �OTT[]M FACE OF aiLJTTER SECTION A A NAB roN T/TAIPER PROOF MANHOLE MAME AM)COVER SHALL BE ► , I •: -= T Tg. • 1 1 • 6"� 3 ACN-Ej4 OM Or CAB Beaverton, Or 97008 JSED JJ A L EASEf�IE14T AND OFT-STREET AREAS- 1 + = MAX ° l�MAx ! x ;� y 'Pi LAB€L MAONE:TIC TAPE WWITH BLACK LETTERl1 • f kOLE r...., 7 '6" GR(lt1ND _ I SANITARY. 'CAXTON SEWER BUM RE:LOW- r s, + •i ,▪i '. / STORM: "CAUTION STORM DRAIN BURIED BE'Eove 4 o . • `• - j '1' .,�•:` _ :• :�,, :fit iy.•� lo z , [T] JIJJ-`iJ2-OUtJ3 [F] JV `tJ2'C)V`fi3 8- P.ACF 11"ABOLE TAP OF I ANtD AGAINS 21i 6• w ‘' �1�11'' , t3'F(Ia QC)J)AFA iM1 • Tom16 . ° v, f~ A`. - Di4 /7 „+S N x x 1 +jK` ;TT L, /2- , q •.r..-,-5 Nt HT • 1 8. 2s. 11�•+"•- t 6"-�••27 3/a�--•- at/��)) LS` �•`.. HEX HEAD STAINLESS STEEL .••���`�'�l�I►\���4�,��!/ lie : RE)F'DRCEII H? ---'-"ll * �✓ 36 �\ WWW.alphacommunit/.com CAP St22EWY. '// 1 J4" L1;7 411171 /. • t .. REF P4ECA5T • - M ,� �` �/ r ! . SECTION A A SECTION B B le� .�• 3 REO`D. PER COVER f �- f�'' 5, STEEL WASHER \ PLUG . •w • .y • ... T 6' :r(tE � r ( 3/32" THICK r • • • • •r 30 i 3T4:I U,- WASHER 1�AT RUBBERtt A N f �1i�•. •.�;1 L�+ SECTION A-A SECTION B--B s�•�---.�D--..16 � 1 �- �,� DATE: BOLT-DOWN .�t ,''.- . CATO. SHALT BE:C0NS1Ri:CTED H ACCORDANCE MTH Asri G-478 PERSPECTIVE VIEW SHOWING t y �, MINIMUM SLR FOR 3/4'-C PIPE ZONE 2 INSTAL...STEPS w454 0STA CE FROM TM OT CRATE TO F_pAL:aif OF at,¢ MOTES FRONT VIEW DETAIL I/��/ri�//a \p,. ,+�r +�~Y 8" PIPE = 0010 MATFr4A_ AS SWLC-,4zJ ` GREATER THAN 411 SFF STANDARD CRAIIIC NO. 100 SFT FIRST'VIP+7-FR R AL,PRE-CAST SECTIONS SHALL CONFORM '0 REC R I NTS OF ASThI G=47e DEPRESSED GUTTER AT CURB INLET REVISIONS t!�{} 4" PIPE •� C)020 OP (7vATE. 2. INS1ALi.STRUCTURE ON MINIMUtI OF 8"Or 3/4" - C" COMPACTED HASE' MAT.itAt. N ,J,*, SUPPORT TEE WITH a �745'ALM STRUCTURE ON IENRAt t,l OF 8"CT'14`--0"COMPACTED BAST;+NATERIAI:. 3. PRECAST REINFORC€JIENT SHA_, R E RE-BAR VFE'ING ASTM A615 GRADE 60 OR WFtDEE t%`W, BEDDING GRAVEL. 4 RE-nroRcENENT FAR cAsT GAT(t BA9N SHAD Eli RERAN MU 11NG ASTU AIRE II6T°TPr,AVM A417 NOTES- NO. DATE DESCRIPTION /4'NFDPPENF GASKET A-615 GRACE 60 OR WLELDED WERE MEE-NC A51,i1 A-497 4, ALL ROJf2 D IN PLACE CONCRETE SHALL NAVE: A 2Fi DAY STRENGTH 1 *,tom F?5+ AF![)/ YINIY4 M 1'a" �,11f ELEVATION 5 ALL F(XJ ', ACE CONCRETE SHALL HAVE A 28 DAY STRE+4C'H OF 3300 P 1, 1. A- FABRICATED VLTA. PARTS SHALL BE MEW STRUCTURAL, ASTM A-36 STEEL, AND BE ANT)A SLUMP OF 2'TO 4- SLUMP OF 2'10 4-. NOTF. ca4ER Ak]FRAME' SFIAI- BE OF GRAY ,`,..'AS-MOTH A S.T M A-48 CLASS 30 T-OII�aFD GAS VANIZED AFTER FABR'CATION, TAMPER PR(X'A (REMOVE GASXCETS` B CHANNEL REQUIRED IN ROW'`ROUGH AFPL G ED AT1DNS.As APPROV A,t OTHER 2. A P 2ED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P S.. APP[:-tArANS ItF`)lt1iF AM`-8'StrM1�NEW*i0 5T PIPE INVFTt.T AND A SLUMP OF '0 4'. WATERTIGHT MANHOLE U R 3. NSTA . STEPS WHEN DISTANCE' FROM TOP OF..'0 TO FLOW LINE OF PIPE ',S GREATER '14AN SIDE SEWER / SIDE STORM DITCH INLET SEE S T) DRAWING 110 100. gT FIRST STEP 12' FROM TOP OF GRATE AND ALIGN WITH INLET CATCH BASIN I. MINI . FRAME AND COVER CleanWaber Services CleanWater Services C:leanWatcr Services QeanWater Services 4. INSTALL. s?RucTaRE ON M11IAAUM a- e" CF ir TO v" COMPACTED BASE 111AT[RIAE, DRAWRVG NO. 120 Oka como;tmanl,r elan PIPELINE Our eoJrb,Ir tm4Dt 1*cr. Out CORILIIIPCOI is elu•r. RE1115ED 02-=i Ow e•s1wtnrat sa claw 5 72" MAXIMUM k•LOWEO WITH DISTRICT OR CITY AP"ROVA., TO AVOID CONFLICTS WITH fXISTING DRAWING NO, 170 DRA';J NG NO. 225 (CC-2) REi;SEt)02 03 PfZAWNG .NO. 250 UTILITIES. INLET CATCH BASIN (CG-30) C1eanWatcr Our commitrueol La clear- -Fill� 0RAIMNG NO. 330 8 N3'"c5 A A , A MAC SEC T,ONS u L LOCATE FRAME AND COMM • cONFOR►1 To THE REQUIREMENTS OVER L®�OF AT LEAST f A. •� . �, • 2/4" SQUARE C� A5?q(-4f6 AN-) ctt�AljiL 11r PI lNDTH r •` , - I 3 FRO1A410NS or sTt r.,ANtlO,t 11 it, CRANING*.o C)±4 �> r MILL SEMEN • • Liii4iyArAwn 1 2 Nt t T A►iD CUTS( "In.NAT TA plc-El -IfroiA � _... .:_,- 1 Willa 3 FROVIE3F SPFAJ, ©FTAId FOR CAITLE'now I / el INLET GU t I r' Lc?N TRt7.LxCLEtHNC 16"tl-A glip . i f©fir ©�'; S;1MP VL?TOME'. AVAI AE3IF _till I I A •�• t( � / wt=F+IMLM MAXIMUM Ill ii" * '- 0. 41I]D , • G 8Ct PROCeso 'M H. 59 A EE' 981 CF MAXIMUM 47`PROM t 0"1# 559 GF 14T.3 et- TOP Of MST STEP ►•' •a A ' I 1► 'W V r 8vga ii" H ffi q 1 FLAT FACE LETTERING PLAN_ E4` M H,. .154 C aN v©i2 33t co . il. r (RECESSED FLUSH) TO'TOP�CASTING . bill- SEE S'"}. [AMMO NC i55 .RNJVI)t SPtCM< OE;A11, -• • • •Ih A . FOR INANE AN,) ;;,RATE FROWN-moN S Ex(.,T AN(, iv/3.„.1, 1� 1� II •• • •+It' • m II TI F IN NON-3 PLAN VIEW ` ` w 9 t Iy"�t. SUMP VEX:iM€ PT 0140 la*N TS t� a�OIlT �, 1.. _� / J�pFaAST OREGON C ct/1 C)CIS til rNIL"�W -1--GRADE MHOS� �v ww11111110 i I ' ! +� � ,� r Q IFGQ b y 30, Nat' `" ALL PFCA$T MANHOLE SECTIONS SHALL CONFORM TO THEEau 5t1 Q GF MIN'-Mli4 RFOL R%:D Mum*11" t Y. • =i ' i /p� RECIAREMENTS OF ASTM C 476 SET IN NOM-'9ili!'wl GROUTL....13 • s } k P 2 ALL POURED K N SAL CONCRETE SHILL HAW A tE DAY F7'• SECTION B-B 'r. •�, / STt .,,,0�3000 PSI. AND SLUMP Of'2 '0 4'. • � ' =Milk. ' y . .. ® M. ( •- 2EMRCVADLE WA'ERTGI I..At 3.ALL JOIN"5 SHALL BE SEALED NA►I PREFORMED CAS•CETS • STANDARD E'1.CE1�K.' I I ' I - I • 1 A � ' C 1 4 , 0 sLJra,As ILE*,T.,SEAL.NO.2 RAM NECK,OR AN APsROVED a'cow A< ,C r,. • _ r A• 'E"""" ,f+ Y C� ;°+,y Y 4 v VALID THROUGH 1 2-31-08 La.u. I1.UP CONTROL EQUAL CONFCIMING TO FEDERAL SPEEFIcATION S5 5002--0 eJt.▪.q FL 4ST OUC"TE,RAN{aPF 4.A8I PIPE COIINFCTIGN5 TO NAMMCf1 F SHAI l RE • _ I* �•''•� R llt- _,. 11R Al'Ir'ET1 L :..AL wAlEltTIQI T. :' • i l3" t#? ., { �F b� s: aa+Ilstlf Iroio•P17 111/11 I A . 6"FOR POURED IN I- - S.PIPE 00NNECTICI45 OF 24-CR GREATER 5■411 REDLIRF A An • a > C0 F •.. 1 1' FL:14 �, !' 4 PIA:E , • •, .y st ® - NLf T ,` <T 6 PPE CONNECTIONS OF FOUR ORROPE MAllilIf.SiAl> r A'EEM#EE „ ` _.- ..� �...._ y > em vlalw�o son! s•'R�I -- SECTION A-A a F ' . 4 ., ! FJEtTIJNtE A IrAN JO�t CCM4Nt:T£XN ANU CHANNEL t)EIAIL. t REINFORCEMENT (1) OPEN ., FOR PRE CAST R ' I.PROWL A kNi1tAUM OF 6• LT IN Act (L)NL'151JNHtQ) r• /'(NA11t1It�E t--47 ti PICKHOLE '[�.�,. -- t 12 MAN OLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED .. • •! - • "ate._ T 6 3 4• _ CH PIE NSIDE'FACE Of `HE IJANHOLE �, I- 3€C'f-9v F7-6 8.BREAKOUT Or WALL FOR PPE SHALL BE 2`MNIMUM AND • ��-- , ` v A1��VIEW HOLES AS SHOWN ** E3 •" 4 MAXNUM CLEAR OF PPE MAL_ A; Y. A.r x NOTES �C���t PLAN VIG91 COVER BACK } P! 9,?FiIS DETAIL A►IITEO TO MAXIMUM INTERIOR DROP OF 24' 9 _ 4 t. 14'AONC HEAD BOLTS ,y :. E Edit SANTAR.'CONNECTION AND 48""0R STDRM g +�-/�MUM r. • : r 1•ICkY RECESSED ,Lr� WALNUT CONNECTION '• I ' . MAX °s Al, I F;IIMANAN1 CLFANOU'S =7t� YAR/MLI SUMP 10. wA1E7#TIGIIT/TAMP R PROOF MMHCxf FRAME AND !.• • I 10 HAVE:BOLT OMMI CCARS (C // , flEPT4 "r'U „ ! ye" I 3 MA TRIAL SHAH BE GRAY ® -, 60"M WVUTA 60- M!IJtARJM ANp404 5*Au.WIN STAP,ESS Vitt.RIM COVER SHI1Lr BE USED R4 Al_ EASEMENT AVD Or STREET A!{ 'V I Id'MAX 1 ` ' I. r * t AST1t0N,ASTM A-46. 38"EAmMON L4At1!'o•...14••„N.Salt HAND AND$IAINLt SS • - Tf_IL LI4'AN'. N AMO MR 2 PLAN•, AREAS ;� • I CLASS 3O /00/01, S,FEIgAVprpRFKN orrNag r ►, • e " CROSSING � 1!"UMW .. _ 1'I'S[LF 1APt+N;CQnCRE'r ANCHOR •,' • r� -• , ,A !' * . . 4 P.A....PS 5 1 OR ECNAz. ; (Oli Iris D� ��MIN.FROM TOP OF .I. - a _ r • •► •• !•r f K"x'X4 5-AJNL.f55 VTR POET l'Art NM TIP ',/ Pry TO MAINN= �+ MH001H MISS ONAN EL TO '■ate ,, �:` f.' t,r 4lAN/IDLE DIAMLPi1T T?3E D'ERIL'MED �. BECTION .. 9Y SAP,IDtdWAE Rf=OUIftE1AsNT5-- ..• !/4 YESTIOt.HMO OF PK v 28--�- 77-••••�---a- - _ .. SECTION A-A i .- SECTION B-B u r ttfS 111�� A l SECTION A A ,,,4 1 A s MLL "AS :F;^'1`IIuS SHA I ( IAF')F1M :C)R tJI)+4FAAT4 T5 OF Ak;'1A -4711 B I N ...•s-L:• !•: ',I-fir O011C1�9E sW.TAL,L STRUCTURE. ON ATE;N Cf= 8-EL, 1<i"-0" CCIAPACTE;r BASi. MATERIAL, 12 SUM OF�(--0`COIIIPACIED :' :s" S-,.. r I.,ct 1. 4 3 PR AS-RENFOROTMEE+T SHAt.t BF REBAR METING AS''.1 A6'S SPADE- oR �._ t ` i:�,' «:.• <v."..fi,. •••+A: : I w€,11�D A6RE 4E.ro.iC ASTM/1497 DETAIL PICKHOLE DETAIL BASE MATERIAL �' !_ •_��-y�,•,c. (•I r�Arl N L1 1 'fZ• hr...;j •► 4 Al.,. Pt D NPL tLE CONCRETE SHA:I HAJE. A 28 DAN STRE "t+ >.F. NL ;FLUX-. �:�r►131.4,�%�fi "'L',.V7.!:1/' AND A IJAFP ;tl 2" TO 4" y;4 T A.A - •► C) CHAR1MIf R"'OtJl4EET IN FLOW "HROUGI-i APPLICATIONS, AS APF'ROVFD Al. CHOP? v T A!i'L C,A'vX IS RE`>LiIR! AN 18' SLAW BE�QWV LOWEST 1'R'l INVENT , SECTION VIEW WATER QUALITY AREA DRAIN CLEANOUT FRAME STANDARD MANHOLE AND COVER Ole n'Wiier Servic MANHOLE QeanWabcr Services ( nWsier TYPE II C canWater Services Un,eemmitmart is etas.. Ot•rw tMeAerIIG DRAWN G NC. 160 Our mitkakm. raRAH'IvG NC. 51.`' !REVISE)Oli-03 DRAWING NO. 01C TRAIN NC `:0. 2 Our commitment a clear SEE DETAIL#110 FOR MANHOLE FRAME SPECIFICATIONS. r STORM WATER MANHOLE LID nWate Servic, s kiihi‘iiimi ______- w. ,. :r DETAIL illIV---,,„ Our commitment is clam 2.0.1-4.0--1-3-- F-4.0--A 'A-4'DROP ISCXMI 15.50' kh, illr----------------- iimenwil 20`1'-'--6.0'-1-3`- 1--O.Or-1 'A-8'DROP ROM_ } r.. _,,„, aIpha , 11W" COMMUNITY DEVELOPMENT 2.0-I-6.0r-L-3--• 1----e.0---I PROJECT NO.: 328-038 "A-B-DROP ROIL WITH OPTIONAL FORCE UNE HOE) (ATTACHES WITH 4 SS.BOLTS,FITS A-4*A-e) TYPE: CONSTRUCTION THE-A-4'BOWWILL SERVICE UP D ROUGH FULL 8' REVIEWED BY: INLETS. THE'A-B' BOWS WILL SERVICE UP THROUGH RELINER/DURAN,INC. FULL r INLET. CAN BE USED FOR 10" AND 12" INLET 83 MT ARCHER RC]AD,LYME,CT 06371 MOCERATE FLOWS. AU.SIZES ARE FOR RETROFIT OR (e0b1308-50 1 FAX:(60)434-3196 NEW CONS 0=110N. FABRICATED IN MARINE GRADE am sows s BuILT PASS AND FINISHED IN BRIGHT WHITE GEL COAT. � � NONE U.S.PAT. 0074130 A-4 de A-6 . 01M ACCUION PAIU AITS PENDING DROP BOWLS B M- DATE Ap ei I atla APPROVED i gVR N:\proj\328-038\dwg\Asbullts\Sheets\328038-DTL AS8U1L T.dwg - SHEET: STORM OTLS Jun 17, 2008 - 1:38pm jrn WASHINGTON COUNTY CASEFILE 06-266 N:\proj\328-038\dwg\Asbuilts\Sheets\328038-DTL_ASBUILT.dwg-SHEET:STORM DTLS Jun 17,2008- 1:38pm jm 1 alpha , , i , COMMUNITY i , _______, . 1 D EVE LO P M E NT OUTSIDE OF WITHIN 18" CAST IRON 910 BOXES 3,-0" a 6,-0„ la OUTSIDE PAVEMENT WITHIN PAVEMENT 1" TANK VENT PAVEMENT PAVEMENT 0, MSA VENT CAPFINISHED GRADE BROOKS 37 METER BOX 4 MAX. PROVIDE VALVE OPERATING $. TRENCH WIDTH 18" CAST IRON 910 BOX NUT EXTENSION SEE DETAIL W5 (2) BOTTOMS REQUIRE " yI a ,, AS REQUIRED » s ,-r . ,. & MAX - 9200 SW Nimbus Ave. ' w 45_ w 1 STREET E w " 18" CAST IRON 910 BOX i _: 12 1 UNION 12 M!N ZE:ETFAIABeavrtonjOr97008 - L NO. 5©3) ADAPTER COPPER (COMBINATION AIR do VACUUM) 4 THICK CONCRETE r_..,».: w _ . ► _ FINISHED GRADE �� �- 43 PAD (SEE NOTE 4} SWEAT TO RR 3 t 2" COPPER TUBING p Iy T � �41 .. ` ,, ,, . [ J�� Jr - U HAND TAMP BACKFILL 000 S . ' _ . r X 4.� ' ;,`rs .. V1JV PSI _ i - ! a �....?{ o-r. - ." - <w,,-,,� ' .. .K '4h-", „,--4," w?,.-�,. t` C. .,;'s, " P =_ - T s;w. ,T.i'- mow: 4`+''� TYPICAL) AROUND TOP SECTION .. " .:... x » g 1 ;y COMPRESSIVE STRENGTH p N. p .> =.� , 22 �e v--:'iv'� '� X{ � =..1: �'^'ks:: -� s�,.:`3= F� '�9+,��.� � ��h d .� +tT. aK,.df x;��F'-�.3 -_ �//��/��(y��/�{(� b 'S ti�cAv .. - _ _ "e- i,� ...K c.�, �Yf -,,,„,s nv?,,,, ����f i1 T. 1 to �12 MAX. ,§,.., : Liao* n;x - _ G .al haCOmmunl .CC�m n CONC. THRUST BLOCK ,,� i . ,, �, °, : AGAINST UNDISTURBED N 3' � .= . : � At- +�' 4 ,: EARTH-BEARING AREA � ''� `"5� , � �� �x''�, � � '� / ...I,/ "' ��x�, �"" . -,„ ,,, .- � COPPER , -. - .' � I _G. q 4 s 2" ELLON BOTH SIDES OF PIPE » e iv ; „,*-. 1 . . ' � SLIP (CONCRETE DIMENTION�IS TIE RODS WHEN HAND TAMP BACKFILL DATE: 6 ASTM 3034 PVC = a '. �. -,, *.,fi , , ARE MINIMUMS - SECTION REQUIRED, AS PER AROUND TOP SECTION 1 x 3 BRASS NIPPLE ---.� ____,__ 1" 90' ELL �:�' t.�,E . ��`��� �� ` A�b fi �� ' �' REFER TO DRAWING Na 56$ MANUFACTURERS � ■ : 2" ADAPTER COPPER FOR BEARING DATA) w RECOMMENDATIONS ` OPERATING NUT EXTENSIONA SWEAT TO MIPT 12 » Si. !III! ; / TYPICAL STRADDLE BLOCK CONCRETE PIER BLOCK , MIN "' 6 ASTM 3034 PIPE ``� REVISIONS (SEE DETAIL NO. 505) (SEE DETAIL NO. 561) � " BU I IkRFLY VALVE , `BOTTOM SECTION „ 2" TAPPED TAPPED 2 1 BRASS JG7' ELL NOW: PLUG, CAP ENDS AS SPECIFIED '� 1" » NO. DATE DESCRIPTION \\ X6HBRASSNLE 1. THREADED BRASS PIPING M.J. CAP WITH MEGALUG �� � � � � � ��" COPPER TUBING .: :: ' ,._,�, �ti. . 7��. -.. FITTINGS AS E i MAY BE USED IN PLACE OF RETAINER GLAND REQUIRED 1" BRASS COUPLING COPPER TUNING , ^'macli o`-.' 1" CURB STOP --` -!I - PERMANENT .111 . ar.., " i yk,- UNDISTURBED RETAINER GLANDS STREET PLUG ORF Rj 1"-1* OFF CORPA 9t1' ELL ..,„ 'k:„ „ ,,` 18" x 12" x 2" CONCRETE PAD --- EARTH (2) REQUIRED EDGE OF PAVEMENT '=' : � ' , '"4 iik CORPORATION STOP NOTES: MJ GATE VALVE i � ,; 1 + y #,' ,., GEAR OPERATOR NOTES: _ '� ° AND VALVE BOX ► 1'-0" h �� 1) VALVE BOX NOT TO REST NOTES. COMPLETE RETAINER CLAN* DITCH LINE 1) VALVE BOX NOT TO REST , " ON OPERATING ASSEMBLY. ON OPERATING ASSEMBLY. 1-0 MIN. �' � ,..Y44,- [ 2'-0" 18 4.--0" 2) OPERATING NUT EXTENSION 1, FOR 12" AND SMALLER WATER MAINS 2) OPERATOR EXTENSION - j 11 MIN. MIN. MAX. REQUIRED WHEN VALVE NUT 2, VENT PIPING TO BE GALV. REQUIRED WHEN VALVE NUT W ' IS DEEPER THAN 3 FEET IS DEEPER THAN 3 FEET . I= PLAN W 3. SLOPE COPPER TUBING FROM C-�,-, 24" " 'k. FROM FINISHED GRADE. FROM FINISHED GRADE. . „ 1 -O MIN. RETAINER CLAND(S) SEE DETAIL W5. 24" MAIN UP TO AIR VALVE 1% MIN. 3) CENTER VALVE BOX ON t QUANTITY BASED ON PIPE SIZE 3) CENTER VALVE BOX ON 4. LOCATE AS NEEDED OR REQUIRED AXIS OF OPER. NUT. STRADDLE BLOCKS TO BE USED AT: AXIS OF OPER. NUT. 2*-0' 18" 5, CONTACT WATER DEPARTMENT FOR ACCEPTABLE DEVICES. 4) PROVIDE 24" SQUARE BY 4" THICK MIN 1QMIN" �� 1. END OF LINE BLOW OFFS 4) PROVIDE 24" SQUARE BY 4" THICK CONCRETE PAD AROUND VALVE 24" I - 2 BLIND TEES CONCRETE PAD AROUND VALVE BOX24» 1 6, PROVIDED BY DEVELOPER, INSTALLED BY THE CITY.BOX OUTSIDE OF PAVED AREAS 3. BLIND CROSSES OUTSIDE OF PAVED AREAS ASAS SHOWN tN CONCRETE PAD DETAIL CONCRETE PAD TEMPORARY 4. VERTICAL BENDS SHOWN IN CONCRETE PAD DETAIL (<4.--'0.1 ,,c..30x8;7N9f- xs----*-A CONCRETE PADNOR YEADON NO SCALE OAR N[MNON NO SCALE DAW MUDD NO SCALE OY�M NIY�OMNO SCALE DAR PW1WOM NO SCALE MAAL/SWN P.DMUS A P.1#UMA' .. A P.PUPAS -� A WN P:DUENAS AGUSTN P.DUMAS ENG�ID DEPA IE1ii DEPARTMENT ENDIPME II�IG DEPARTMENTETMOf MIEPARNEATTYPICAL GATE ,�, 2 STANDARD DMKKi NO STRADDLE BLOCK DTIIG.Na TYPICAL BUTTERFLY DWG,NO. DEPARTMENT i COMBINATION DWG.NO. ED isa sa NNL NMI► INS SA HALL SLID Mt WAS.ALMA WM WA WO.N e s i.e. VALVE 503 WARD+.ISM BLOWOFF 570 ':,L mom alum W'"m N1118 561 ' + VALVE S • T wwcN ION AIR & VACUUM VALVE (34‘,peq.30, ti # I aTr aTr CITY aTr CITY OF S DMA ORDION MINN ANDWN mEoaN SIDEWALK ADJACENT TO CURB � ;.., 5,, _-.AA- SAWC:IJT •r'� ° VALID THROUGH 12--31--�--08 .2, ii„, Dili 114I SURFACING 18" BREAK FLANGE SIDEWALK 18" CAST IRON 910 P .•,..- !• ■ TOPSOIL MAtra+EXISTING MATERIAL _ _ L MIN 3„ MIN, VALVE BOX TOP irtm.,.1R -,,,,„ OR AS5 BASE MATERIAL ;. __ 6 MAX. araECTs �.�. ' .�. ,n - PLUGGEDtt PLUGGED CROSS ,~ - ,Y s : .,j»,.*. BEND PLUG OR CAP =, - z k �a �� �'_?.�', ,y +�::..�.. -s:.-,mc. :s,-.a+..x�. . ,My,�.. � !*., tip. e ...�„_� ��,�_,�.: � $4 - a f 4 , al 1 1 2 4" DRAIN ROT. ` K 3 ■ tip; tr ` a ce 0 .F',4 AIN ',.‘,...-,I, .:4; -.*4", C.,::,1 I 4 WALNUT TAR PAPER (MOISTU t 113 c N.. i t.,, .,: g. Oyu U� kt•,.N i s 'k' f �, 6" DUCTILE IRON'PIPE .41 T T T f �F y � -.��. ;.. - :. RESTRAIN ALL JOINTS W/ a; 4"' t :d>:�f a � 1, ` "FIELD LOK" OR EQUAL GASKETS , • h l :{ c� a` ir, ` *) °'` A A -t: L. . .3 ( t 2 R 4, a I a3 CROSSING � - � � 1 ,, ; LATERAL PLUGGED CROSS TEE x la t - ,r 6 MEGALUG RETAINER t .� � ,t. - �.._.... , .,.. -.. .i- �_,,� �w - GLAND (EBAA IRON) CONCRETE THRUST BLOC K SCHEDULE z. _ . CONCRETE PIER 6" GATE VALVE '� ''' t BLOCK FLG. x M.J. (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) KA Om ® � -r> M.J. x 6 FLG. TEE FITTING 90'BEND, TEE, OR 45' 22 1 j2' 11 1 j4' 8m 1 ..--r SUBDIVISION SIDEWALK WITH PLANTER 2.0' SIZE (INCHES) PLUGGED CROSS BEND BEND BEND .,.....r „<< . ., rri W � .y . , „, STRIP AT CURB I1j 6 04.0 02.1 01.3 -- .:T..., ` } �, SIDEWALK 3" MIN, 8 07.1 03.9 02.0 01.3 ..� .: Y q,.. t �,� rf � v MAX.BREAK LANCE . w F 12 160 088 045 023 ;� 6 MIN ,. 16 28.4 15.5 08.0 04.0 6'MIN -I -.----- NOTE: s' •MIN REDOING eEtaw X F :1 C x:L K ' ; FLAN TIT �, "; *j 1 I + 24 64.0 34,9 18.1 09.1 OUTSIDE OF PPE BELL 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442.(OR APP'D EQUAL) 6"ss MJ. 5 1/4" 4ig� MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN t ,,,'a 4# ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO �z of < . , A. OIL RESERVOIR ;. B. BRONZE ACTUATION NUT COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STESSES, USE THE FOLLOWING EQUATIONEt At I C. BRONZE SEAT RING r .t.. D. WEATHER SHIELD CAP BEARING AREAS- (TEST a /1so)x(isoa/S L BEARING 3►rn )x(TABLE VAtUEI z *� �- e.. I.) E. SAFETY SLEEVE COUPLING NOTES: E i tv x' 4���- � -� � �,Y., �; �� ter, �� ���.:�-.a-� --� � F. THREADED NOZZLES WITH "0" RINGS 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE TRENCH FOUNDATION t F �""�" I 3 ; '._'....,1,.. I"`I `'I v s ,� . ,_I'.- G. NATIONAL STANDARD THREADS SEE DETAIL NO. 561 STABILIZATION,AS REQUIRED- . ,, • M L. 2. SAFETY CHAINS TO BE REMOVED. 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. t I�..7 ,,. A. x. to " ;•."` `: •,' 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. I a A. r- F , -' -' I e DETAIL 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN wi i # 44 h. +_ BY DISTRICT FIRE MARSHALL. ENCIRCLED ON THE PLANS : e.g. 15 INDICATES 15 SQUARE FEET BEARING I t .. .T:A . `' '+' ' 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. AREA REQUIRED. NOTE: Y•.A , � .*, rw , ;; :r,, i'_:' �-k r t4 I i-T 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OFHYDRANT. 5. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS 1, SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. •4 7: _ SHEET 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED, INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TESTiff __ "" .. .: 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE 2. JOINTS TO BE TACK AND SANDED. BY ENGINEER. SPECIAL PROVISIONS. F : # 3 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. 6. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. ' =`.1 T PRESIDENCE OVER BEARING AREAS AND BLOCKING, DETAILS SHOWN ON 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) THIS STANDARD DETAIL BEARING AREA OF THRUST BLOCKS ARE IN SQUARE c ON THE 4 1/2 PORT, FEET. i DMAMMIION NO SCALE OAR ' NO SCALEOM ' R ' NO SOME :,f0 + ....t r. ,,« a-t-At ADO MOW f q.+'v er.40., ,korse':r .x ,4. .:�two { ENSE ME DERIND DEPARTMENT ASSEMBLY DWG.NO. LePARNENT STANDARD THRUST Dn.NO., aMaNEEeNa DEPAinENT TRENCH DWG.NO � - rSERVICE INN SW.MILL WM. WM SW WU MI, M i1Nt NMIW ..tw AN.0,, MARa�TM BLOCK .. MARa+ »a . NI FIRE HYDRANT 542w SI BACKFILL Q f - .. I OTY OF TIG#1RD ` w1-r�ea CM O #IGARD OW OF TIGA lD _ ..._..., .__.-..____.._...�.,�. .._1, �,,-y _..1 OBI MOON MEMlw 1:b,,' -44::' ' x a COMMUNITY DEVELOPMENT As..BuILT PROJECT NO.: 328-038 DATE 469k1CttOS TYPE: CONSTRUCTION APPROVED____IAN REVIEWED BY: 111111111111111111111111111111111111111111111111111111111111111111111111111.111111111111111111111111111.1111111111 N:rproj 328-038\dwg\AsbuiIts\Sneers\328038-DTL ASBIILT.dwg - SHEET: WATER DTLS Jun 17, 2008 - 2:08pm jrn WASHINGTON COUNTY CASEFILE 06-266 I 5 N:\prat\328-038\dwg\Asbullts\Sheets\328038-DTL-ASBUILT.dwg-SHEET:WATER DTLS Jun 17,2008-2:08pm jrn 4,--!,,,,,..: T,,,,,,0„,:::::: '.1.:.......... i' ly STOP SIGN LOCATION (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK PERMANENT SIGN INSTALLATION) STRIPING PC/PT CURB JOINT DRAINAGE BLOCKOUT C. a pha 5 MIN. SEE NOTE 5 ROW 3" i.D. PLASTIC 0.2" SIDEWALK c5i's Oqyy i 1!, -.,,6" PIPE W/COUPLING CURBSIDE ioIIIP r_ TT\ ' •2/O i� �,, 4.'�i~�{'� _ 0 ,,;.•_ ti. •ROAD \z , •'. t �,' . NCOMMU !TY ROAD 1' 1 R R 3 � :01_ ,-..- ,__,.. ' 1 - T _ _______± ......... 0.90n -. ..-:.. .. tkyl-k4o4.. PDEVELO MENT 2" OF 3/4"--0" BASEROCK 6" „ TRUNCATED DOME �' r/f /\, > I Q 1 MAX. DETAIL / 1:f. /S.‘ ' ‘ COMPACTED SUBGRADE A BASE COURSE } o < ��- `tf''' 9200 SW Nimbus Ave. ',:,„,:.. SIDEWALK ADJACENT TO CURB 24" - � A .aV�`�� O < \.� ;ti• EXPANSION Beaverton, Or 97008 0,(c,qJOINT (TYP) 5' MIN- ROW o o a c E < �, ` [1] 503-452-8003 [F] 503-452-8043 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR :• - r-a. - �_2% 6" ""t APPROVAL FROM THE CITY ENGINEER, s � PC/PT v�rwW a phc�COml"YlU�1lly COm `+�. .` /F� . i r� ROAD �- . - 3 ,, 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. ,, AKI RAMP WIDTH '. VARIES DATE: 3. EXPANSION JOINTS: 4 COMPACTED SUBGRADE RAMP TEXTURE 2" OF 3/4"-0" BASEROCK A. TO BE PROVIDED: PATTERN DETAIL PLAN VIEW REVISIONS 1) AT EACH POINT OF TANGENCY OF THE CURB. 2) AT EACH COLD JOINT. NO. DATE DESCRIPTION3) AT EACH SIDE OF INLET STRUCTURES. SIDEWALK AWAY FROM CURB 4) AT EACH END OF DRIVEWAYS. NOTES: 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 5' 5' ----16" B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, FLUSH 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 2 --..- " WITH A THICKNESS OF 1 f 2 INCH. "" ,®. _ _ 12. OF 1-1/2 TO 3". --11 1� _ 1---y.. I -ii.#il-i . : - , • """ '°'. "..� -'.1;1:.,'.1.:s°i Ali®.a '1,•A: < 4. CONTRACTION JOINTS: • 2• PANELS TO BE 5 FEET LONG. °"' "°' - --tur . • .. r-� •A. SPACING TO BE NOT MORE THAN 15 FEET. f t 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. 4" P.C. CONCRETE . - qo cf. c' 0 Q p UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 5• BASE ROCK 2" 0 OR 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TO --ii=itil ©0 00 Q1 2" 3 4"-O" AGG• BASEROCK ie o o� ©aooaC�Gb o 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. f CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/'2" RADIUS. 6. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE: SECTION A-A 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE A. 3" I.D. PLASTIC PIPE WITH COUPLING. NOTES: CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE Pf' ` 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER C. DRAINAGE ACCESSTHROUGH2.0' EDGED ON 4 SIDES. 4..... . .. 1,‘, E NEW CURBS SHALL BE PLACED A MINIMUM OF � 01 N� /, - PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. 4 8979 ', 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. 5. COLOR OF DOME AREA SHALL BE SAFETY YELLOW. °'"� ttEvr9DN NO SCALE DATE twtsiatt i-E i NO SCALE D�it ON NO SCALE C - . 3-W-as ADD TRUNCATED DOME CETM1. � . ' \' 4. At�t15TIN our u►s AGUSTIN P. DUENASDWG. NO. ��DEPARTMENT s-o-O3 « ,aovo WHEELCHAIR RAMP DWG. NO. 'A C ART CONCRETE Q�c�c ooPARTMorrT 13125 SM.14ML BLVD. awG NV . NO. CURB & GUTTER '' P P�' OREGON 97223 � 8 SIDEWALK , �,� , ��: buce,.. al 66:4_9-471;17 MARCH t^� F,► • ++�- MARCH Asa v °"' STANDARD CORNER M. qTY OF nGARt1 0 CITY of TIGARQ CITY O v+ ,�, ss.-��, 1 VALID THROUGH 12-31-OB FAIT. d�4-?x47 OREODht OREGON OREGON 32' •� 16' 16' 8!! ammmmmmmmiommmmmismmm •//�� % 4' MIN. ' .„ .�.lair VA.ArA WALNUT , - TYP. .`N.:•.•.\.� ..1., 'A i I 5 MIN. Kw- /I! /-1 fzo://J4 `.NIL.lb."e..`�liik'4111.lb.' .11b....//ArA°/AI// AV GROUND ‘45* CROSSING I12!! SS SEE POST SUPPORT DETAIL 7SUBDF\/ISI()N .. --- --- O 1. MATERIALS: MONUMENT CASE 8c COVER O 2" X 2" X 63", 12 GA, GALV. PERFORATED STEEL POST. NOTES: 3 2 1/2" X 2 1/2" X 18", 12 GA. GALV. PERFORATED • GROUND STEEL STIFFNER POST, 0 1. MONUMENT BOXES TO BE CAST IRON OR is 2 1/4" X 2 1/4" X 36", 12 GA. GALV. PERFORATE) ALLOY SUITABLE FOR HEAVEY TRAFFIC 1 „ O ,. v: STEEL ANCHOR, LOADING #1036 OR 1033 SUPPLIED BY: x, , ' , DETAIL 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH INLAND FOUNDRY CO. INC. 0 LOCK WASHER, OR 5/16" CORNER BOLT. 191 N. 39TH " !! SHEET SPRINGFIELD, OR 97477 L 07/16 X 5", GALVANIZED CARRIAGE WITH FLAT ANC LOCK WASHER, 2 BOLTS PER RAIL PER POST. (541) 747-9172 33!! 0 2" X 8" CROSSRAILS-PAINTED WITH REFLECTORIZEC OR RED AND WHITE PAINT, O /- NO. M 1010 AND SUPPLIED BY: 2. SEE MANUAL ON UNIFORM I RAFFIC CONTROL DEVICES OLYMPIC FOUNDARY 0 FOR STREETS AND HIGHWAYS AND THE OREGON SEATTLE, WASHINGTON SUPPLEMENT. O 3F-1 BARRICADES it 2. ALTERNATIVE TYPES MUST BE APPROVED 6C-8 BARRICADE DESIGN BY THE CITY ENGINEERING DEPT. PRIOR 6C-9 BARRICADE APPLICATION I TO INSTALLATION AND MUST CONFORM POST SUPPORT DETAIL 1. TO THE FOLLOWING MINIMUM DIMENSIONS: 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT STATE OF OREGON 3. APPROVED FOR ALL STREET CLASSIFICATIONS. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION COMMUNITY DEVELOPMENT 4. MONUMENT TO BE NO DEEPER THAN 6" BELOW 4, BARRICADE FOR SIDEWALK IS SIMILAR, FINISH GRADE. As i U I LT . ....... all DATE REVISION NO SCALE DATE REVISION NO SCALE PROJECT NO.: 328-038 AGUSTIN P. I7i.1ENI►S JRGUSTlN P. DENAS - r t iEERING DEPARTMENT MONUMENT D . NO. ENGINEERING DEPARTMENTSTREET DWG. . NO. DATE EN TYPE: CONSTRUCTION 13123 5*tutu.elat. ,, sw tura.BLVD. APPACWED t]RECDN ' BOX eat-•a ` REVIEVNED BY: FAit: to arc, MARCH 1998 170 Fm, t MARCH 1998 BARRICADE R R I CA I�E 1 9 2 CITY OF TIGARD CITY OF 'TIGARD OREGON OREGON N:\pro1\328-038'1dwg\Asbuilts\Sheets\328038-DTL ASBUILT.dwg - SHEET: STREET DTLS May 28, 2008 - 10:08am pre WASHINGTON COUNTY CASEFILE 06-266 1 6 N:\pra3\328-038\dwg\Asbuilts\Sheets\328038-DTL ASBUILT,dwg-SHEET:STREET OTIS May 28,2008- 10:08am pre , - , • - •,:-- k±„ Tree Inventory r 1 of Tree Inventory aget % i Ago c,f, PLANT SCHEDULE A .iii-4 >t,,o•ut cmael ,iv• ut:rw:',,,i Revised one 14 0' r&man. ,laio," Revised on .. ... TE,0E,T TREES orr eas SPACING BOTANICAL NAME COMMON NAME or:, Point# * Vedas DEM 9rinients end Condition Treatment Prescription Point ft Species plEtH ,._ Commentesiod Condition Treatment Praised tion 5502 decetuous 6 No defects rierri Protel tree on neignborng property gate Doi/Vim-kr 6 No defects noted Remove for constructior trer Mei, 9000 OiD4es-fir 27 T'',,rt coarn dead Drenches,posstile Phellines we -root rot pocket Remove for condition 9052 Dougheefir 14 No defects noted Remove for constructor a 2"CAL- 30' OZ. CARPINUS BETULUS EUROPEAN HORNBEAM alpha 9001 Doegles-fir 29 11 Dead teenthes pcssitee Pte, "linos,,v6iri root'et pocket Remove for condition 9053 Douglas-fir 14 No defects noted Remove for construction 9002 Doefes fir 37 No r*fects tweed Remove tor conseuetion 9054 cherry 66 No defects noted Remove for construction(4:171 Date 9003 Doeglaafir 40 No ciefects noted Retain 9055 DOLOSS Iir 3 No defects noted Remove for construceor is 12"D13H r • 11111 ' ' _ 9004 Doeles-hr 24 No oritects rimed Retain 9056 DotQlas-fir 16 No defects noted Remove for construction 13 7'CAL. 30 0.C. FRAXINL1S OXYCARPA RA-MOOD' RAYWOOD ASH 9005 Doegies-fe 24 No defects noted Remove for construction 9057 Doeglas fir 13 No defects noted Retain COMMUNITY 9006 Doe-glas-fir 27 No detects noted Remove for construction 90E9 gent sequoa 16 No defects rioted Retail 9007 Doeglas-Tir it Likely stress fracture or,time tester,seams On opposite saes of treei Remove for condition 9060 western redcedar 13 No defects noted Remove SOT construction 9008 t Doceyes-fir 38 No defects noted Retain 90t1 deodar cedar e8 Crown radius-5 19 feet moor rne,tareeet ramie to eole Retain MITIGATION TREES orr ,SIZE SPACING BOTANICAL NAME COMMON NAME DEVELOPMENT 9008 2 Melee* 34 Locatio' etefeet 30-oewees from I-ere#9008 Remove for construction 9062 western redcedar 24 Crown reams s 1 I-fee.thin crown_ow eget h:t on-e044 of root area Remove tor condition 2-1/2" 9009 Doverlas-fir 29 No defects noted Retain 90E3 redwood 50 Cron radius,s 20-feet,90%crown ratio lege vigor Retain 0 30 CAL 2-1/2' AS 814aUN ACER CIRCINATUM VINE MAPLE 9010 Douglas fir 26 No defects noted Retain 9064 eastern r emlock '4 Low vigor muitipie tops,eot sustarable Remove 101COrsOttieff Y 9011 Doegfeafir 18 No defects noted Remove for construction 9066 eastern eemloce 10 10 No defects noted Remove tr condition 4 CAL AS SHOWN ACER MACROPWLLUM BIGLEAF MAPLE 2-1/2" 9012 Doestas fir '22 Na defects newt Remove for construction - 90E6 Douglas-fir 12 No defects noted Retail 11 CAL AS SHOWN CERCIS OCCIDENTAL* WESTERN REIMUD 9200 SW Nimbus Ave. 9013 Douglas-fir 20 No defects noted Remove for construction 9067 1 Douglas fir 30 No defects noted Retain 2-1/2" 9014 Doeglas-fir 16No defects noted Remove for construction 9067 2 bleat meoe 16 Stem decay Remove of condition11 CAL AS SHOWN FRAXINUS LATIFOLIA OREGON ASH Beaverton, Or 97008 9016 Dougias fir 72 No defects noted Remove for constructon 9061 3 Douglas-fir 76 Location '7,feet west from Tree#9067 1 Protect tree on reightoene Revere, 11111GINe * 'ra 10 5-16,'1St& AS SHOWN F'SEUDOTSUGA MENZ(ESII DOUGLAS FIR 9016 Douglas-fir 26 no defects noted Retain 9068 1 Doegteseir 28 No defects noted Remove tor construction ), * z fil 503-452-8003 [9 503-452-8043 avituA • 4" CAL AT BASE loi,Douglas-fir 20 No defects noted Retain 9068 2 Douglasew 16 No defects noted Remove tor construction 9018 Douglas-fir 14 No defects noted Remove for construction 9068 3 b4eaf mem 18X5 Stem decay Remove or condition TOTAL NUMBER OF PROPOSED TREES si 6i6 (EXCLUDING Sitg:r.ti TREES) www.alphacommunity.com 9019 Douglas fir 22 No defects noted Remove for construction 9069 legleaf mace 14 No defects rioted Remove for construction 9020 Douglas-fir 24 No defects noted Remove for construction 9070 Dotielatefir 22 No defects noted Retain •9021 Douglas fit 14 No defects noted Remove tor construction 90E1 Dok/gleafir 30 No detects noted Retain c3 EXISTING TREES TO REMAIN DATE: , . 9022 Douglas-fir 22 No defects noted Remove for construction 9072 Douglas fir 2'8 No defects noted Retain _,,,,,,, 9023 1 Dot.glae8r 18 No defects noted Remove for construction 'r EXISTING TREES TO BE REMOVED REVISIONS 9023 2 Douglas-fir 26 Locatitr 28-feet '60 teerees from Tree#9023 Remove for construction 9023 3 Douglasfir 16 Locatice ;feet frorr'ree#9023 2 Remove for condition NO. DATE DESCRIPTION Tree inventory P4490 2 Oe, 0 0 TREE PROTECTION FENCE NES w.. ,.,..‘, Revised on 6 14 07 rAtavao r 4)*- OT —SEE ARBORISTS REPORT FOR TREE ASSESSMENT. ::'':--',.• , ,-: ' , 2,539 SF LAWN Point# odes__DWI Comments and Condition _ _ Treatment Proscription —430 TOTAL CALIPER INCHES TO BE MITIGATED ON 9024 Docgas fr 19 No defects wed Remove for constructon 9026 Doegeser 36 No detects rioted Remove for constructon SITE. 9020 Deugesee 29 tree#9:2 7 is lodged wen-ere Green of Des tree-riot sustainable Remove for concelion —TOTAL PROPOSED TREE CALIPER INCHES NOTES 9027 1 Dreigases 113 Coderneent 1es root sprung Owe lodged ..ito Tree$9023 Remove for condition = (2-1/2" X 56) + (4" X 10) = 180" (66 TREES) 9027 2 Dove aser 18 Codorneent styes root sprung sleet lodged rnto Tree#9026 Retrieve for condition —FINAL LOCATION OF MITIGATION PLANTINGS TO BE 9026 D-oeg-asete 30 1-n c-oen dext tirancties nosettie 1-Ymairvix aeon:root rot Pocket Remove frY condition DETERMINED BY BUILDER AND LANDSCAPER AT TIME OF 1. A construction sequence including installation and removal of tree protection devices, clearing, grading, and paving; 9029 Dolayee(e 14 Tn Ft c-tmr, deed Piancties posstie Pireternis iveite root rut pocket Remove for condition BUILDING PERMITS. 9030 cherry 6$No detects noted Protect tree en neighbering property 2. A note prohibiting equipment, vehicles, machinery, grading, dumping, storage, burial of debris, or any other construction—related activities in any tree protection zone; and 9031 Scouter's wi low 10 No eefects need Retain 9032 biglege maple 18 Stem decay Remove far corn:flew TREES TO BE SAVED ON LONGSTAFF 9033 western reocedar 26 en croen low vigo, Remove for construction FOR MITIGATION ON WALNUT STREET. 3. Only those trees identified on the approved Tree Removal plan are authorized for removal by this report. Notwithstanding any other 9034 fuel alder ii No defects need Remove ice construct-ern te.12'01311) provision of this title, any party found to be in violation of this chapter (18.790) pursuant to Chapter 1.16 of the Tigard Municipal Code shall ipA,9035 red alder 8 Brotee top Remove fer constructor'02'DI3Hr be subject to a civil penalty of up to $500 and shall be required to remedy any damage caused by the violation. Such remediation shall di"' 599 9036 bigleaf mole 18 Stern limey Remove for condition TREE# TYP E DBH ' REM OV E include, but not be limited to, the following: 1) Replacement of unlawfully removed or damaged trees in accordance with Section 18.790.060 9037 tegleaf maple 20 likely stem decay Remove for condition _ _ 9036 tegleat maple 24 Stem decay Remove for condition 9074 Oak 14 1\lo (D) of the Tigard Development Code; and 2) Payment of an additional civil penalty representing the estimated value of any unlawfully removed • • , or damaged tree, as determined using the most current International Society of Arboriculture's Guide for Plant Appraisal. 9039 Atlas cedar 24 Crown red-us is 18-feet reettple tops branch fa-lures Remove for construction 9469 Oak 10 No t•-, E-4 9040 Norway spruce 113 Cortorreent steers multiple tops Remove for construction 7 .._ Yoshifutni 'fano c..) 9470 Oak & 6 No 04/13/06 t•ti 9041 oecrear cedar 36 Crown redue is 26-feet Remove for constructen , I certify that I hove reviewed and approved the mitigation plan, and the species and placement of trees will provide for their unobstructed •o OREGON 9042 wester,reocedar 12 14 Crown rail-us is 20--fee* Retain 9070 Locust 22 No growth* to maturity. o).,.., N4 ,sCY 9043 Doegiee.er 33 No defects noted Retain C.'9091 Oak 24 No .4/PE i1/211,Cv 90441°Owes Sr 34 No defects noted Retain " ' ' *trees that are generally considered understory trees may be positioned in a manner, that,, ,, Vifi li cause them to be under the canopies of 9045 teoleaf maple eO Stem decay Remove for condition 9005 Oak 24 No overstory trees at maturity 9045 bigleaf maple 16. No defects noted Retain Total = 107" 9047 Douglas-re 10 Ivo detects neted Remove for construction re121 Vete 9048 Eeropean wets bi';h le 6 No vefects no-1W Remove for construction le12'DBHt 9049 Douges rir 10 No oefects octet Retain WALT KNAPP (Certified Arborist) 9050 Doe es-fr 14 No detects ncted,_ _ Remove for constructon WALNUT b I . _ ci ...- Me .,.... /,/2/ SF ..c.,4, X b !I'm cNi X b.' oo (Ni 7,674 SF co 1 • 04 1 7,674 SF oo 1 4lliLil"*1;1hklnallr:4111111":::.: ,(1)_41,0000 CROSSING t 1 ...._ [ , , I. I , I SUBDIVISION 1 , 93 tut Aialik,,..„ , , , .4.AgrAtt, ilifers. g36,_ ---, _ 41111111‘•044 iligill ‘11" -'1'"Elik9C).7.3' I % -, ... - I 3 . gP•t'''':"'''''9 ri; 11111747:Arkk , ,, _ „„,„ , : ,, , ' - '.-.a.' ),4i,,,: ,,7,„4":„;:",1"1".--' 0, t tr0 445:-ii:,;','' :- • - ., - -_ Ire, ii,1111! -4.1.....- - AGIP , Aightbagithhisikow,,,e' lemisimm........ Neji,,v, Vi iat,.- P.,:iewl -e-4ed IP • . •- • ----, le _Ai, -Ca o 1111 • Ali., • • . ''' •0,_, . 01 0 • , , - , ... . .+10, . , 4 i„, , , .„,,,„ ,,s9041 , • ii.04* 00,1.1 t,:,, 't•135 11,k - ,...wi . . 9'49 9048 I ,,....0 Z . I . r 1 - - - I _ • a . i ,, - I . - - , ' , -, 1 ,/, ,. . , ;,, ,,,4„... - ,' .---, x ., . . , _ . . „ . , . „ . • %-": ,,,:,,, ,,,,,.. .,„ ,.,. i ... .. .:,,,. : ,',9 045 . i .ii -..„X- TREE REMOVAL, ''- 9:47 . -s-:: . 13 • MITIGATION it , ,- - ilk,: 41 . 1 1 \ it ),iinvarev.. , I \ 110 12,965 SF , - , ,,-,„'-9040 '...._, ,,„. ._ 6,314 SF ,. • „..,.. ' - ' '..4b. ,- ,--,:--905,, ..., ,,- 9053 , '*:: ' ' 6 9068'.2-' 9Q 1 2=- --k--4-' - , e 0 1 6,339 - :- ''to- 0, ,,„......., SF ,-,,,, :,,,,_:, -„, "1 it k,40 I , 9 • ,,-------,-4.- ,.',-,01 32 7,672 SF 4, III & (/) 1 9°--5::-- - X-- ' '%1:4. , -1:9G-1 4 "4 ••1 7 •,.-r- CI , , i •050: -' _ . *7-- PRoPOSED TREE - 015 , - , , . -' 1':- - , ,__ 1 STREET TREE 1 _ --7,, Ex. HOUSE TO REMAIN ,,,,,..._,-„9039 ' A- ..• , ,, , "( , , .„ , I -,,„ ,. ., , , '-,-, 1 4,0 ti, % 0 . - .... .. -_,. PLAN 1 / 00 : '1,4141mit ,, , 1111411_ immw:.,-4-,,,,,,,- -:.,--,-, — • . ,-, . ... „,.,, ,r,.. ..,, , • •, 7 , . •070 r 1.1J It. . a ..... , At 111, -- -7,,,- .A.4. 44.' irAtrAkNik-, • *,,,l,P.AkiAkvQ22____........ • 411111) 10.sip, F,:NC:Ni.ic' IY:: ' '''_:„.„' 1 .7„,,,Advd"........' ':°,1,3‘,8„:7::„:::: 041 I re: '-,1, ..41101,A4, AdrAlhb..‘libitk _ ,,.. _ 4 --___ , 11/4-3 Atif 1411W 1111111141111117,411P Mt:: ' --,tia-yirivr''''' '' 74:st ., . , -\i-iiir. _i_P *------ _'4, - e• , -f 411- , VEN .•••••..........P•11.......1,..1.1. J...... 111N. - --- 1 • 00 - .02 1 o 1411111, 7+100 i - - X''' F- 3 8+00 COMMUNITY DEVELOPMENT .• - .,,„.. r ,, ______.._ _ _______ , , Bart, ____,__ , ____.-L__,- ,,. ',..., :- -.., .. .._ " ' '" ' , 9o2a. -..- -----go2s77: 9obo ''' ,...f . .. , r .„,,,„, _ .,, ___ __ _ ___ __ ..... ............ ..... ..._ • ....=....,_ ----—--- - - _................................. .....4. Ysoom 41alawalow•amommowiersie — - - .,,„ , _ . . - 2 .0 - _ , : t_ ____•,_ . i --v . ......=.....„...,==.,...... ...0.0 -- ----- .......9;............-.....4, ____ , ..... • .., , . „ •••,, , , I ' . I ,II , k# ___ , -604) ,: ,_ — -- — _ 14 ' 6 0;0 j'''-...= ", 6 • PROJECT NO.: 328-038 . . • , . --t: - '' 9°4' - '—0 ' _. TYPE: CONSTRUCTION ..,.._ .....,_ _.._._.__. ....._ _..... , REVIEWED BY: SCALE TREE REMOVAL MITIGATION & STREET TREE PLAN / \ 3 3o 0 15 30 60 ,, No s. • a, ,i,, , , 1 , SCALE: 1" = 30' As...BuILT DATE D(4109) _tp APPROVED_W% 1 IN = 30 FT N:\proj\328-038\dwg\Asbuilts\Sheets\328038-TREE_ASBUILTdwg-SHEET:TREE Jun 17,2008-3:48pm jrn GENERAL NOTES: LANDSCAPE SPECIFICATIONS _:,,,„ „:,.„7:14„ several A 3 111 \\;oi ` \e# 1. Plans and details on sheets L 1, L2, the bid form, and these notes constitute the PLANTING h ,,p, ! AO construction documents for i SECTIt N Al - a ifi a ons j andscape iuprovements at ulalnut Grossing Subdivrsion in Tiggard, 1. Any discrepancies b w n these lane and the actual field con itions shall be Q$Q4'7- , O + , Oregon. reported to the Owner. In case of discrepancies between plant schedule, call-outs and �,, pit lab, pit The Landscape Contractor trust be licensed to perform this work. in the State of I" POLYCHAINd.00K OR �/► Oregon. plan, PLAN shall govern. alpha ,1/ !! � , �° ,4 EQUAL PER ',/ 0� ' P , p o � � 2. Notifyowner for oval of fine adi prior to commencingplant installation. p d, ; ¢ MANUFACTURER p 0,,, Qom,, 3. All local, Municipal, County and State laws regarding uses and regulations governing or 3. The Contractor shall maintain a clean and orderly construction site, removingall rubble, -619 4 a f o ATiONS. 1, 0 0 relating to any portion of the work depicted on these plans and details are hereby ` , ?, �a° TIE POINTS SHALL BE ,, 0 0 ' e t 0 incorporated into and made part of these specifications, and their provisions shall be debris and excess materials. These materials to be properly disposed of off site in a timely ';'/ ' ' t°�, REMOVED OR AmtisTED '/'! ' , ,04 manner to avoid unreasonable disruption or mess. Q !� EVERY YEAR TO PREVENT ' a o,/'' carried out by the contractor. C 4. All aved areas, fences or surfaces stained or soiled from landsc a material shall be 0 NiM UNITY D,;'% , e° v° / ' BAt�C DAMAGE. ,p it f°0 � ,„ 4 ' 4. The Contractor' shall obtain all necess c licenses, bonds, permits, and insurance required cleanedAll surfaces shall be washed with equipment and materials as owed b ' i to perform the work, indicated herein before commencing work and shall be responsible for rr yDEVELOPMENT / ' i a a' coordinating work with allparties involved, including Jurisdictional. the Owner. Stage no dirt or bark in public streets without owners oval. S' SIGEUTALK , , 14' CUi� 5. AU trees, shrubs and ound covers to beplanted asplan, specifications and .:, 5. No excavation shall be performed until approval is given by the One--Call service for • CLEARANCE i CLEARAIsCE the Cite of Tigard. details. After final raking, all shrub beds, tree rings and mowing strips shall receive a 2" 0 6. Contractor is responsible for locating and protecting and all existingLayer of compost. Do not place compost in contact with tree trunk.utilities on and 6. A changesor substitutions in plant material or revisions to plant locations adjacent to the project prior to beginning construction. to be "a OT ROOT approved by Landscape Architect prior to planting. Adjust plant locations in coordination 20C} SW Nimbus Ave. �f. The Contractor shall locate and protect all existing utilities and features on and FINISH I �I with Owner if deviations from planting plan are necessa cue to unknown site conditions. adjacent to the project site daring construction, and shall repair at his own expense all Bea iverton, Or 97008 GRADE i + 1. Plant materials steal conform to American Nurser Association standards (American Aft bob- Jilt, damage resulting from his operations or negligence. y Standards for Nursery Stock) governing health, size, branching habit, form, and root 8. Protect existing buildings, walls, fences, pavements, reference points, monuments and 3-452-$ 3 [I�] --452-8t3 _ ° "'`� `.. ° development. H 11 kallk 0. air 1.2-afig � makers can and I jacent to this site_ Protect work, and materials of ot1 r trams. Use all 8. Planti should efer be installed after the onset of the fall rai seasonI = 7 �V�_ (.5 x La iNGH STAKES � � ,r�/► - I S BE DRIVEN = •4 �. ,.4:: *�• necessary to protect the public from injury at all times. ' www.alphacommunity.com tUnl y,Ct t'Trt • L � :_ October- or Nov >.nber). Plants be installed at other times of the ea-.. der, 1 *,, 4 a 1 1 ouTece Ti-E EDGE OF �`" `- - `+� ti .= �" .:*„►` „+I,;*: 9. , ► discr ancies between these plans and the actual field conditions shall be m y ej =ii= ,A ;�11; I "'-I' , * " / -" *> ' p additional irrigation be required Provide irrigation during the summer months for u to r m,� 4 `:'& _..w. . ,,SS THE ROOT BALL INTO I 1-1 I 1 -- ., ► ,.-,.�!tis.Ai _1 #- I I- reported to the Lana e Architect (owner's representative) for to workingin t g equt cgat r p ..� �..,. It,..-air., ." =: *• I I I=I=1 - I 1 two ear's, untilplantingsbecome established. Ie - I 1-- I - I UNDISTURBED SOIL AT I I I I - - -� affected -ea Imo' y Q�►TE. I I 1 i-11-11 I 11 I 1 E I-11- BOTTVM OF r-10LE.. :.�I 1 I i1 IN I I I I I I I I I I I�t Il 1 all IM I I1 11==1 10. The Contractor shall maintain a clean and orderly construction site, removing all rubble, SECTION A2 debris and excess materials. These materials shall be properly disposed of off site in a Planting Specifications REVISIONS f OR ONLY AS HIGH AS TO KEEP TREE UPRIGHT timely manner to avoid unreasonable disruption or mess. No materials shall be staged in public streets without written approval of the La Architect (owner's I. l3ackftll with existing soil. in poor soils, add 5 max. by volume composted organic NO. DATE DESCRIPTION 411 Street Tree Staking Detail material to the existingsoil plantingdetails. representative). 2. As necessary: Pr ,oration See perennial overseed areas consists of 1/3 of 11. Contractor to provide tree protective fence following Detail 2 on Sheet L2. Section n.t.s. 12. Plant materials shall conform to American Standard for Nursery Mock governing health, APPROVED rotted sawdust or animal manure, 1/3 well drained sandy loam, 1/3 native soil, mix STAKING ADVISABLE WEN CONDITIONS ARE c fete See plantingInstructions below. SOILS CANNOT PROPERLY SUPPORT TREE IN UPRIGHT POSITION size, branching habit, form, and root development. . -EXTREME wiND 13. Any changes or substitutions to plant material to be approved prior to planting. Tree spacing may be altered slightly due to utilities, driveway locations, or other site features, Trees 01 MOTION STAKING INTENDED TO STABLtzE THE ROOT BALL WHILE ALLOWING but shall not exceed 30' o.c. average spacing. Locate trees a minimum of 20' from street 1. All trees to be healthy, disease-free, well branched, with straight trunks and well IN THE TRUNK �`° r lights, 2' from driveways or other paved surfaces. Provide adequate clearance for crowned Remove all dead, dying, and crossed branches. T shall have no cut off r � STAKING ' r f REMOVE S AK NG AS AS TREE HAS THE oar } y p limas over 3/4" diameter not conpleteiy healed over. trees shall be free of scrapes and e , � PROBLEM THAT REWIRED THE ( TO BE STAKED. anon and maintenance of fire cants, utility facilities, edistals, transformers, enclosures, meters, mailboxes, etc. Notify Landscape Architect (owner's representative) of any scars r/' discrepancies between the plan and site conditions. 2. The first 1/2 of the 3urlap wrap and wire baskets shall be cut half way down from ball r p t 14. All plant material locations are subject to the vertical clearance and site vision triangle and removed prior to backfilL Avoid bail breakage. All trees shall be installed with trunk 4 t"EASURE tM THE requirements of Tigard, Oregon. Plant material growing in any portion of the street flare at surrounding grade and paving. Cover ball with 2" of compost. Ensure compost is f,"� ` ' a - i " FOR EVERY right-of-way abuttirrcg a lot or growing in a 'Required Yard must be maintained by the not in contact with tree trunk. 0° !' °° r, t" of CALIPER OWNER of such lot as to conform to these sight obstruction requirements. The owner is 3. All trees are to be planted a minimum of 24" fromfence, pole, wall, curb, sidewalk, +` ! �,Q/' AT �-S ' also required to maintain the street tree in a vigorous and heait condition and as t line or of feature, unless anyificall called out in the plan. q property specifically �' 'o° '' SHO�NIU ct�BH,r' OR requiredjurisdiction requirements. Trees shall beplaced a minimum of 1' From irrigation rotor heads, minimum of 20' from street. ' � 0.1. Q,,/, 1�, po$/, SHOWN ON TREE q by -� q � „�� STEEL POST Pi ESERVATION PLAN, 15. The contractor is to design, install and maintain a permanent automated irrigation system lights, unless noted otherwise. '-' 599 II OR AS SPECIFIED BY to irrigate all proposed plantings. this system must meet industry standards,, Jurisdictional 4. install polypropylene tree root barrier or approved equal, abutting sidewalk edges PRO.ECT ARBCORIST •,#+ :��+,� # ; •},.•••*•�••*'*•�•••� requirements and the written satisfaction of the owner's designated representative. The and curbs following tree installation standards For the City of Tigard right-of-way (See ♦+++++++ +. + + ++� ++++++++i+++�►+++++++ contractor is to maintain the irrigation system in good workingorder for twoyears from the Detail I, Sheet L2). Installmanufacture's written instructions. ++++.+_+r'_+_+_+_+++++++4+++�; +++++++++++♦++++++#++++*+ tt eAuet* sTE!_. g per +a+i* .SEE t +++i r' +++++�►+s+i+i+i+�►+•++ii- MAIN-LINK FIANCE date of the installation acceptance, or as specified In writing by. the owner's designated 5. Trees in tree wells shall be centered. Plant per details below. Y Y fO +i+i4 +i+++.. 4044,+i+++++i+++++i++.r+i+i. 04/13/06 4' HIGH MIN. +++ts = +++++♦4�� +++.++++++a+++++4+++++�.++,r representative. Prior to installation acceptance tie contractor will provide the owner with 6. Tree staking advisable when soil conditions cannot properly support tree in upright , CHAIN-LILAC ++++++•+= +-+++++++++++++*: +++,+++++++♦+++++�+++,;•++++4 as-builtplans of the installation and copies of all operatingmanuals and w rantee documents. position and/or extreme wind conditions. Stakingintended to stabilize the root ball while OREGON�+�+�+�+�++��:�+�+*+�+�+�+�"+.�+�+�+�+�+++�+�+�+�+�+;'; � � p � � ` i+++►'�+i+i+i+i+i+i+i+i+i+i+�+1 EXISTING16. The Landscape Contractor shall prepare shop drawings to be moved by the allowing motion in the trunk. Remove staking as soon as tree has overcome the problem tr,-,, " ♦++++ ►+++++++4 :►++++++�►++++++♦ Owner's representative. No irrigation construction should occur prior to Owner's that required the tree to be staked. .4. 4 y+.4+►++♦++++++++++++t♦++++++«++4 ' g ' ' 4�+���j��+�+�+��,,..r►',46«.4,1 kl,4,,44.44"'4.44* 4,, representative approval of the irrigation plan. 1. Plant all trees according to details. Orient best side to dominant view. 11. Only trees identified on the approved Tree Removal Plan are authorized for removal. 2.5 ' MIN. BELOW GRADE SECTION A3 General Inspection and Acceptance Lawn Area Instation - 1. The landscape contractor is to maintain the plant material until the work is completed 1. Owner to review and approve layout of lawn area prior to seeding. Receive approval 4' MAX EETWEEN POSTS through final acceptance of the project. of fine grading prior to lawn installation. \/VAL N U T / / 2. The project remains incomplete until accepted by owner. 2. All lawn areas adjoining sidewalks, concrete slabs, manholes or curbs are to be installed 3. Seeded lawn areas will be accepted provided a healthy, generally uniform in color, flush with the tops of each surface to facilitate mowing and maintenance. Lawn areas (go Tree !Protection Fencingclose stand of the specified grass is established, Free of bare spots, weeds, ponding, adjoining fences, walls, utility v .ults, buildings orother site features, shall have a uniform 6" non-continuous slopes and surface irregularities, barked mowing strip with catch to facilitate mowinc, and maintenance. CROSSING Section 4. No Fewer than two lawn mowings mow ngs shall have occurred prior to final acceptance of any Seeded Lawn *TREE PROTECTION FENCING SIGN: section of the work. - uJEATHERPRoOF LAMINATED OR SIGN BoARD 5. Upon completion of the irrigation system, as a condition of it's acceptance and for final 1. Grade base to maintain existing rough grading drainage, providinguniform and - PUS AND SECURELY FASTENED TO FENCE payment, deliver to the Owner's representative the following: A) 'As ullt' ckawi s that continuous slopes maintaining minimum 2% chi"atnage unless noted for swales.- slotAuiRE1 I iNDIvFDIaAL Tt oR EvER 5op` 2. Rake and remove weeds and rocks over 1-1/4" in size in t 4" of soilSUBDIVISION L F. OF GROUP TREE FENCING include 3 prints and the supplied reproducible irrigation showing at the min. valve location 4 top -WORDING IDENTIFIES IN BOLO LETTERING THE 3. Apply gound limestone at rate of 80 pounds per 1000 square feet. F owiNG. size, controller nutrber 4 size, GPM, pipe size, heads, quick couplers, manual rain and all ' other required system components. This base contains all revisions to the irrigation 4. T mix and then till (rototiil) soil additives into soil base a minimum of 6" in a PROTECTION ZONE TO PROTECT THE AND TREE Thoroughly ROOTS.OR ADJUSTMENT OF FENCING PROHIBITED including a Controller Zone Reference chart and controller operation . B) Owner moist condition, then reestablish a level, smooth surface. 5. Roller seed bed with water filled roller in two directions to firm up bed. Regrade if PENALTY. instruction for operation of system components 4 system winterization. necessay. -NO WORK ALLOWED WITHIN TIE TREE PROTECTION ZONE �,, When the Carrdsd: work is Go feted including the alaove-C�escrtbed maintenance, UNLESS BY WRITTEN PERMISSION Fran, h. Spread Turf 'rest lawn fertilizer at a rate of 5 pounds per 1,00 squ a feet. AMORIST. the Landscape Architect (owners representative) will, upon request, make an inspection to 1. Sow specified lawn seed (minimum 1 pounds/1,000 square feet unless otherwise determine project acceptability. Notify Landscape Architect (owner's representative) 48 specified) by seeder (do not apply if wind exceeds 5 mph) evenly over entire area by hours prior to visit. The Landscape Architect (owner's representative) shall determine sowing equal quantity in two directions at right angles. whether the project is substantially core iete and conditionally or unconditionally acceptable. 8. Rake seed lightly into top 1/3" of soil, roll lightly. `1. Where inspected landscape work does not comply with the specified requirements, 9. Apply mulch of damp peat moss 1/8" - 3/16" deep. replace rejected work and continue specified site maintenance until reinspected by the IC). Keep mulch dark with moisture until grass is up. TREE REM OVAL \0/ Landscape Architect (owner's representative) and found to be acceptle. Remove11. Protect all maintain the seeded area until accept of established faun. . /likAii rejected plants and materials o t from the project site.jNote: 1-1 droseedi is anapproved alternative yter a unless otherwise noted 1-Iyc koseed any NOTE & a 8. Final acceptance shall be in writing From the Landscape Architect (owner's areas with slopes greater than 4:1. Clean up all overspray not in the designated lawn area. �, , i ' representative) or by Landscape Architect's release of the project retainer. 12. R ade repair, and reseed all washouts 9. This LandscapeContract requires that all workmanship, supplied materials, site furnishings, and thin areas. SPECIFICATIONS „ it ,Fi plants, lawn areas, and the irrigation ....... stem shall be aranteed ion (except o /, Qi ©` , o�: k, for acts of nature anal vane tlsml foryi a from tang can t ` SECTION SI Gain d f ` v° rl y j aecep Maintenance Specifications During Construction i t'! . Q�. PLANT ALL TREES WI TOP OFPLANT ALL TREES WI TOP ,c F I. The Contractor shall maintain all areas until project completion and i 0 0,/' ROOTS AT FINISH GRADE. ENSURE �4. ROOTS AT FINISH GRADE ENSURE acceptance.�. PLAN �� i o o ' TRUNK FLARE IS VISIBLE AT THE TRUNK FLARE IS VISIBLE AT THE N2. Maintenance shall inch at a minirru.um= 0,14'/' i ,, 006, TOP OF THE ROOT DAL. `' TOP OF THE ROOT BALL. A) F e ac and re--b k, any settlement, or erosion washout. I CUT WIRE BASKET HALF WAY DOWN CUT WIRE BASKET HALF WAY DOWN ) Monitor irrigation, adjust as required. 1 t TOP OF BALL AND REMOVE. TOP OF 'L ' C) Seeded area C..c a includes reseeding, repairing, weeds policingand removal of REMOVE TWINE, ROPE, AND BURLAP - REMOVE TWINE, AND BURLAP FROM TOP HALF OF ROOTBALL TOP HALF OF ROOTBALL. unwanted plant materials and debris airing specified period. Regade with approved CUT OFF EXCESS BURLAP. CUT OFF EXCESS BURLAP: material and reseed all washouts. Fall leaf removal is outside the scope of this maintenance specification. Lk 44, airing 2 INCHES OF COMPOST PLACED ON INC ES OF COMPOST PLACEDON TOPC.F GRADE, MIN. DIA. D) Composted bark mulch shall be maintained or brought to a 3" depth ring this FINISH---,... i ,., TOPOF GRAPE MIN. 6' PIA. FROM FINISH ,'` maintenance period. t alpha G r TRUNK. DO NOT PLACE COMPOST TRUNK DO NOT PLACE COMPOST iN CONTACT WiTH TREE IN CONTACT WITH TRUNK. E) Maintain all tree stakes and guys. AIL IN Maintain all barked areas weed ree during maintenance period. 1 Nkni pi 11-(i i -1 I r. -1 I 1 = G) Any unsatisfactory conditions arising curing this maintenance period shall be brought C C�M M U N 1' Y DEVELOPMENT = = ter'' 11--11 i.E 1 - 1 m,.I4111W7e-jrl I immediately to the attention of the Owner. „,> ,� 4 INCH HIGH EARTH SAUCER - , 4 INCH HIGH EARTH SAUCER 1 1 1= \0 /4 I --i 1 ` BEYOND OF ROOT BALL. L =VI-= , = __.+ BEYOND OF ROOT BALL. I I I BACKFILL WITH EXISTING SOIL. IN 1 111=- 1=1 1 I , BACKFILL wiTH EXISTING SOIL. IN 1 1-11 11 11 11 =11 POOR SOILS, APP Sn; MAX. BY =111 1 i-I I.1 1 - 1 POOR SOILS, ADP six. MAX. BY PROJECT NO.: 328-038 VOLUME COMPOSTED ORGANIC VOLUME COMPOSTED ORGANIC TYPE: CONSTRUCTION MATERIAL TO THE EXISTING SOIL MATERIAL TO THE EXISTING SOIL 2 X ROOT BALL DIAMETER / 2 X ROOT BALL PiAt1E FE / FIRM SOiL AROUND ROOT BALL. TO FIRM SOIL AROUND ROOT BALL TO REVIEWED BY: 6' DIAMETER MIN MULCH RING REMOVE AIR VOIDS 6' DIAMETER MNt~U1LCH RING REMOVE AIR VOIDS. AS...... BuiLT PLACE ROOTBALL ON UNEXGAVATt=D SOIL TO PVENT PLACE ROOTBALL ON SETTLEMENT. UNEXGAVATED SOIL TO PR�vE DATE CO EVENT esoti 4111 Tree PlantingDetail (Deciduous) 4Tree PlantingDetail L. 2 Section n.t.s. section n.t.s. N:\proj\328-038\dwg\Asbuilts\Sheels\328038-TREEASBUILT.dwg-SHEET.NOTES Jun 17,2008-3:48pm jm