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Wilson Ridge
WI LSON RI DG E RESIDENTIAL SUBDIVISION CYlphQ COMMUNITY TAX MAP: 2S1 09 AC,TALOT: 100 &200 DEVELOPMENT X 9600 SW Oak Suite 230. POrOHOnd,OR 97223 ABBREVIATIONS II R sa+152am91Fl salu2ea3 AC ASPHALT CONCRETE PC POINT GF WRVANRE • \\ a - www.OIPhO O111munly.ccrn ACP ES CBOT PIPE PCc POINT W COMPOUND WRVANRE - I EE W Ak BLR BEaM WRB RETURN PI I9:9'rRr INTERSECTION MAR' I I A. p-t E ', BB. BEE..N VERTICAL CA AS 0 POINT OF REVERSE CURVATURE TO Mq I I y1 E V' / OP CAST IRON PIPE PT 1:r_NF TACIiORI --_ I 2 J REVISIONS CA CONTROL JOINT R� RADIUS 5 SBt 6B N \ MAP I AI ' L A 4 MO.DATE DESCRIPTION CENTERLINE RCP REINFORCED CONCRETE PIPE L \ I 94V A-' R/W RIGHT-OF-WAY II\ CNP CGRWGAT:O.METAL PIPE S SERER 1 A I t NU CONCRETE.MASONRY UNIT SD STORM on,,,,, MAP'=MAC \ : _ b e CD CLEANWT A SEWER LATERAL -. -JINN l i ' \ ' I I - 6 e CN CABLE 11]ENSION / �y1 SITE DI DROP NLET SM.DR...STANDARD OBWL I - / D DIP..DUCTILE IRON PPE T TELEPHONE D � Ufl A E ELECTRICAL TB THRUST BLOCK 5,306 ECR END CUM RETURN TC TOP GF WRB / I I e6. MAP C ? N fip5.. TCN TOP OF CONCRETE EL ELEVATION JOINT iD lOP OF.OIRE 4,936 SF .\�P ' j� I ___.At EVC- END W:RTCAL WRVS IF TOP OF GRATE / ..— ' 1 O EFI%L95HNROOR n TOP OF CRANE I 41 A f� FG FINISH GRADE TRAFFIC INDEX a 5140 SF q EH mar' iP NP OFC PAVEIAENT MAP:2AYBAC 3 �\` G G GABS GEE 1W TOPI OF WALL 14 ,n / 5.114 SF / p'o VCP M1RFIEp CLAY PIPE \ OM GAS EIER W VERTICAL POINT OF INTERSECTION I 1 M GRAD BREN4 VERTICAL 4, - / 5001 SF C,'P GALVANIZED STEEL PIPE WM WATER ETER \\\ 6W BEEF CE1a RD H NIGH POINT Wy WATER VALVE CO s �� L CURVE LENGTH DELTA(CURVE CENTRAL ANGLE) / LF LINEAL FFE w 4.]36 SF Si MJ MECHANICAL CA JOINT S PERCENT \. \r 6>S , 6 I ...\ / MC. NOT NCW ED N CWTR CT acREATER THAN I THAN `� 6.286 SF I "aJcEw DN L41TER EAGR I D TD. I 9rG J \ VICINITY MAP r i6,v�'•.v .. '.. 6.2a9 SF ,f NOT TO SCALE A Q Ur $E2-094 K MAR 2&b9ACI asba sF I 5636 SF I 56a Sr C wa 626011. GC 1/4 SECTION CORNER 9/10 TO$ I - • 7 Oji 4 RVI 3-�1/4"OAWMINWN USK7TIN CONCRETE MAR:�$YA(AC I7-J---- 4,883 SF W 'i I mv®: mhos«.g ELEVATOR=430.22(NVGD 29) I MAPS Ti;1900 MAP %C I I MAR 2211041C II;300 \ Ti)40D I - SHEET INDEX 'I'`% 171,901 3AALTA \ I I 1 THE SHEET WILSON RIDGE 2 GENERAL NOTES SUBDIVISION \ 1 I 3 EROSION CONTROL NOTES AND SUBDIVISION UTILITY COMPANIES O DESTI S NALATN VALLEY WATER DISTRICT 642-1511 - - 4 .EXISTING CONDITIONS PLAN CLEAN WATER SERVICES 846-8621 - 5 SITE PLAN NORTHWEST NATURAL GAS 226-4211 6 GRADING AND EROSION CONTROL PORTLAND GENERAL ELECTRIC 444-8608 NOTES GRAPHIC SCALE PLAN SITE AREA: 2.88 ACRES zm VERIZ011 fi39-O631 EXISTING ZONING: R-] a ss. wo _ 7 TREE REMOVAL&MITIGATION PLAN -TAX MAP: 25109 AC - COMCAST 688-824-8264 TAX LOT. 100&200 - 0 s AN me 014 8 SW ANGUS PLACE&STORM NUMBER OF LOTS: 14. (O Fun) PLAN&PROFILE TUALATIN VALLEY FIRE&RESCUE 649-8577 AVERAGE LOT SIZE: 5577 SF OW OF TIGARD POJCE DEPT 839-8168 - _ 9 SW ANGUS COURT&STORM ICI PLAN&PROFILE AS-BUILT NALATN HILLS PARKS&REC.DISTRICT 645-6433 PUBLIC TRANSPORT:lql-MET 239-3000 .PROJECT TEAM:. 10 sW 133RD AVE.&STORM TITLE PLAN&PROFILE LOCATES OWNER 11 sw BULL MOUNTAIN NaD& SHEET RICK&UNDA GRAHAM STORM PLAN&PROFILE (AR HOURS NOTICE REQUIRED PRIOR TO EXCAVATION) 13400 SW BULL MOUNTAIN RD. ONE CALL SYSTEM TIGARD,OR 97281 12 SANITARY SEWER&WATER PLANROFRE WEa2DN.NW NATURAL GAS :246-66- APPLICANT/ENGINEERS/SURVEYORS SAKI&PSENOR TAN)GENERAL ELECTRIC. -600-332-2344 ALPHA COMMUNITY DEVELOPMENT. 13 SANITARY SEWER&WATER COMCASn Tf�. PLAN&PROFILE '� 9600 SW OAK,SUITE 20O REPAIR EMERGENCIES r�� PH:0044 GT.9]223 - 14 SANITARY SEWER PLAN&PROFILE PONTA)45ERRY PALMERNORTHWEST NATURAL GAS 800-882-3377 9'+ N CON TA JERRY R CURB YERIZDN BOD 828 2088 0 15 DETAILS RETURN&CUL-DE-SAC PORTLAND GENERAL ELECTRIC 464-7750 (' APPLICANT'S REPRESENTATIVE- CCMCAST 817 1212 16 STREET SIGN PLAN CLEAN WATER SERVICES.. 681 3600 ( ALPHA COMMUNITY DEVELOPMENT SUITE 230 TUALATN VALET WATER DISTRICT --642-1511 ` i=ems'" PORTLAND,O 9600 SW R.97223 17 DETAILS AS-BUILT CITY OF TIGARD PUBUC WORKS -526-2430 PN:(503)452-8003 - TB DETAILS THE CONTRACTOR,IN LOCATION AND PROTECRNG UNDERGROUND UTILITIES, FAX:(503)452-8043 - DAW MUST COMPLY MATH THE:REGULATIONS OF O.R.S.757.541 TO 757571. CONTACT:JEFF VANDERDASSON - 19 DETAILS APPROVED PROJECT NO.: 225407 20 DETAILS TYPE: CONSTRUCTION 21 SWEET UGHTNG PLAN DATE: NAaon628 \AAa,AABdSNAAHETTS\326D2nm 6GL1J E J ID.Rm« I GENERAL CONDEGONS MEAL.MITER STREET&STORM DRAIN MOND 1..THE CITYS STANDARD SPECIFICATON FOR TRAFFIC CONTROL IS"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 1. ALL ROAD WORK TO COMPLY W/CITY OF TIGARD DESIGN AND CONSTRUCTION STANDARDS. 9. ASPHALT CONCRETE PAVEMENT MIX TO MEET THE CRITERIA SET FORTH IN THE LATEST ODOT SPECIFICATION 00745, FOR STREETS AND HIGHWAYS".U.S..DEPARTMENT OF TRANSPORTATION,FHWA,MILLENNIUM EDITION. AS MODIFIED BY WASHINGTON COUNTY.SUBMITTAL OF THE DESIGN SHALL FOLLOW THE REQUIREMENTS OF THE LATEST 2 THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS APPROXIMATE AND SHOWN FOR INFORMATION PURPOSES. COPY OF THE ODOT CONTRACTOR HMAC DESIGN GUILDEUNES 2:TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD ONLY.THE CONTRACTORS SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION AND SHALL SPECIFlCATON AND,IN ACCORDANCE WITH'A CITY JOB SPECIFIC APPROVED TRAFFIC CONTROL PLAN.A COPY OF COORDINATE NTH THE SURVEYOR THE LOCATOR,ADJUSTMENT OR REPLACEMENT OF ANY UTILITY OR RELATED 10.ALL MAIN STORM SEWER AND C.,RUNS STALL BE THOROUGHLY CLEANED,MANDRELED IF PVC,AND VIDEO TAPED THE APPROVED:TRAFFIC CONTROL PLANS ALL BE AVAILABLE AT THE WORK AREA. STRUCTURE AS MAY BE NECESSARY.ADDITIONAL UNDERGROUND UTUTES MAY EXIST.(CNS UNE LOC.503-681-7044). FOR ACCEPTANCE,PER RASO 04-09. PU J. BLIC ROADWAY SHALLWITH NOT BE CLOSED TO TRAFFIC,AT ANY TIME, OUT HAVING FIRST OBTAINED WRITTEN 3. CONTRACTOR MUST SUBMIT A!TRAFFICWI CONTROL PLAN TO THE CITY OF TIGARD FOR RENEW AND APPROVAL BEFORE 11.COMPACTION FOR ROADWAY EMBANKMENT AND ROADWAY SUB...SHALL COMPLY M APWA 204.3.09.THE APPROVAL FROM THE CITY ENGINEER.THERESPONSE.PERMIT HOLDER IS RESPONSI FOR PROVISION OF TIMELY NOTIFICATION CONSTRUCTON CAN START. MAXIMUM DRY DENSITY OF COMPACTED MATERIALS SHALL BE DETERMINED BY AASHTO T.OR T180. al ha OF TRAFFIC FLOW DISRUPTIONS TO AREA WOE EMERGENCY SERVICES(TGARD POLICE DEPT.,TUALATIN FIRE& ■ RESCUE,ETC.)AND TO TRI-MET AND TGARD AND BEAVERTON SCHOOL DISTRICT: 4. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE(1)SET OF APPROVED CONSTRUCTION 12.USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS,CURBS AND DRIVEWAYS PER CITY OF TIGARD ENGINEERING COMMUNITY PLANS AS-BUILTS ON THE JOB SITE AT ALL TIMES DURING THE AND ALSO MAINTAIN AT LEAST ONE(1)SET FOR STANDARDS 4. ADVANCE WARNING OF IMMINENT.TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC EY CONSTRUCTOR CONSTRUCTOR PHASES. WATER ram DEVELOPMENT PLACEMENT OF AN ADVANCE NO0FCATONN SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS(MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. 5, ALL.MATERIAL SUPPUER(S)SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS TESTED IN ACCORDANCE WITH THE 1. AN ESTMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION SPECIFICATIONS.PRIOR TO DELIVERY OF MATERIAL TO THE SITE ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL ON WATER LINES,AND TO RECEIVE A TPW(CITY OF TIGARD PUBLIC WORKS,WATER D VISION)STAMPED APPROVAL ON 5..ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES,INCLUDING NORMAL DELIVERY SERVICES BE REMOVED FROM THE SITE AT NO ADDEONAL COST TO THE OWNER. CONSTRUCTION PLANS AND MAIL SERVICE AND IF NOT, LLB E.CAUSE FOR WORK STOPPAGE:UNTIL EFFECTIVE ACCESS IS ESTABLISHED. 6. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PRO I.DESIGN AND CONSTRUCTION RENEW SERVICES 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF'DPW STAMPED APPROVED PLANS ON THE CONSTRUCTION SIZE AT ALL 9600 SW Oak,Suite 290 6. TRAFFIC CONTROL DEVICES FLAG PERSONS,ETC.,SHALL BE IN PLACE PRIOR TO INITIATION.OF CONSTRUCTION RELATING TO THE CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS,METHODS,TECHNIQUES,SEQUENCES,OR TIMES Portland,OR 97223 WORK AND SHALL BE EFFECTIVELY MAINTAINED. PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS/HER WORK.. 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS,NOT BETWEEN 9:00 P.M.TO 7:00 A.M.,MONDAY 7. S'CONTRACTOR SHALL REMOVE AND DISPOSE OF TREE STUMPS,BRUSH,ROOTS,TOPSOIL AND OTHER MATERIAL IN THE 3: CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS WITHIN NEW SUNG COLONS. rll 503952933(9$034$1E043 THROUGH FRIDAT,BETWEEN 9:00 P.M.TO 8:00 A.M.SATURDAY,NOR BETWEEN 9:00 P.M.T 9 00 AM.,SUNDAY. .ROADWAY AND IN ALL OC MEET FILL AREAS INCLUDING BUILDING ENVELOPES.MATERIAL SHALL BE DISPOSED OF IN 4, NOTIFY TTW,WATER DIVISION,48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SCHEDULE A PRE-CONSTRUCTION www.clpharommUO'ty.com O SUCH A MANNER AS TO MEET LOCAL REGULATIONS MEETING.TELEPHONE 503-639-4171. 8. MINIMUM TRAVEL LANE.WIDTH SHALL BE TWELVE(12)FEET PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR B CONSTRUCTION VEHICLE AND EMPLOYEE PARKING TO BE ON SITE.NO PARKING TO BE ON PUBLIC RIGHT-OF-WAY. 5. ALL WORK SHALL BE IN ACCORDANCE NTH AWWA(AMERICAN WATER WORKS ASSOCIATION)STANDARDS 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MOO,TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY Dmousm TO EFFECTIVELY CONTROL TRAFFIC AND TO E PUBLIC SAFETY. T'T�Rs. 6. ALLWORK WILL BE INSPECTED AND APPROVED BT TPW,WATER DIVISION. REVISIONS CONTRACTOR UST OBTAN DEMOLITION PERMIT FROM CITY OF TIGARD BUILDING.DEPARTMENT PRIOR TO STARTING 10.BEFORE INITATING ANY CONSTRUCTION.ACTIVITY;THE PERMIT HOLDER SHALL CONTACT THE CITTS INSPECTOR 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON,CEMENT LINED,OF NEW MANUFACTURE AND MADE IN TV USA.PIPE NO.DATE DESCRIPTION (MICHAEL WHITE)AT.(503-639-4171)TO ESTABLISH A PLACE,TIME,AND DATE FORA PRE-CONSTRUCTION DEMOLITION WORK SHALL BE"TYTON"JOINT DUCTILE IRON,CLASS 52.ALL FITTINGS SHALL BE MU(MECHANICAL JOINT)UNLESS MEETING. 2 REMOVALNOF EXISTING INTERIOR FENCES;SERVICE LINES(AERIAL&UNDERGROUND POLES,MISCELLANEOUS ITEMS NOT OTHERWISE SPECIFIED. I EMWN AMD THE CLEANUP CF DEBRIS IN THE CONSTRUCTION AREAS AREALL TO RE-INGUUOEO N THE REMOVAL BID 11.THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY,COMMENCING INSPECTOR(MICHAEL WHITE)AT ITEM. B. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36".BACKFlLL SHALL BE 3/4"-0"GRAVEL ANY STAGED INS TWENTY-FOUR FTE)HOURS PRIOR COVERED BY THE TWENTY-FOUR(24)HOURS PRIOR TO ANY STAGED INSPECTION,AND AFTER COMPLETING WORK COVERED BY ME PERMIT. 3,.IT SHALL BE PRE RESPONSIBILITY D ORE CONTRACTOR N LOCATE AND COORDINATE SAN THE REMOVAL,IHOF REISO R 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36'OF HOISTED GRADE.OTHERWISE VALVE OPERATING NUT EXTENSIONS UTILITIES OR PROPER,LIN DISPOSAL AND/OR FILLINGSBTHE SI DEQ/WASH. C SANITARIAN,IF THEY ARE E REMAIN WILL.BE REQUIRED. 12.A COPYNO OFTHE PERMITE AND ALL ATTACHMENTS,TWORK AND A AU. OF THE LPCONFD CONSTRUCTION IT AND ALL OREGON E N TA TER MIAST 503 IT SHALL ALSO PE OVE THEPALONG OF OF THE CONTRACTOR TO MOVALCO STATE NF. AMENDMENTS SHALLPR AI ONSILAND OT E WORK PROS ALL WORK SHALLPA CONFORM OV THEANRAM TERMS, D TE WATER RAPIER.503-681-7010 TO APPROVE THE FILLING OF ANY SEPTIC TANKS AA REMOVAL OF ANY EXISTING TD.POURED SS.AND ENDU O BLOCKS SE AT TAILS FORRHM SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT EACH TO THE THE AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS,AND APPROVED PLAN AMENDMENTS AND o WATER WELL. - TO THE'THE Ott'S STANDARDS AS REVISED OILY-f 5,1990 APPENDIX D,PACE 38 R SPECIFICATIONS AND TO THESE TEE.ocasurais CROSS.AND.BEND LOCATIONS(SEE DETAILS MINIMUM BEARING AREAS). GENERAL CONDITIONS.CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY,IN ADVANCE OF 11.A 4"X4"X8'-0",.PAINTED BOLE,SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER SERVICE LOCATION,AND WORK PERFORMANCE. 1. THE BRUSH AND TREES FROM THE CUT AND FILL AREAS SHALL BE REMOVED FROM THE SITE OR DISPOSED OF AS REMAIN THERE UNTIL THE WATER METER IS INSTALLED.ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJX2"IPA DIRECTED BY THE ENGINEER.THE STRIPPINGS MAY BE SPREAD OUT TN 8'UPS TO A MAXIMUM DEPTH OF 6"OVER THE TEE AND 2 IPTX100 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. I3.MAINTENANCE OF THE RK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER.THE LOTS,.WHEEL ROLLED,GRADED AND SHAPED TO DRAIN TO STREET OR REAR LOT DRAIN WHERE APPLICABLE. WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION FREE FROM OBSTRUCTIONS AND S 12. HYDRANTTHE ASSEMBLY CONSISTS OF A MJX6'FL,(FLANGE)TEE.6"FLO.SMJ GATE VALVE,6"MJ%MJ HOLDING HAZARDS A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK 2. EMBANKMENTS OR STRUCTURAL FILLS FOR ROAD WAY CONSTRUCTON OR FILLS BE CONSTRUCTED FROM EXCAVATED SPOOL,SPOOL,AND.A MODERN MUELLER CENTURION FIRE HYDRANT,A-442.6"MJ,5-1/4"MVO,3-PORT(2-2 H"NST HOSE AREA - MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" CONNECTOR,1-4),"NST PUMPER),1'/"PENTAGON OPERATING NUT,OPENING LEFT,COLOR:YELLOW;APPROVED 14:THE SPREADING OF MUD OR DEBRIS OR STORAGE OF EQUIPMENT OF ANY KING UPON ANY PUBLIC ROADWAY IS LOOSE MEASURE.ALL EMBANKMENTS,FILLS AND BACKFILLS WITHIN 3 FEET OF ESTABLISHED SUBCRADE SHALL BE EQUAL:MUELLER CENTURION A-423,WATERIOUS PACER 6790,GLOW MEDALLION. STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT.THE CITY COMPACTED SD TO 95 PERCENT BEL WO MAXIMUM DENSITY.BELOW THE 3 FOOT LIMIT, N E COMPACTION SHALLABE 90 INCHENT. MAY AT ANY MME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. MATERIALS.WITHIN LI FT. COMP ROADBED 5 PERCENT OR STRUCTURE ENUNDATION ELEVATION SHALL BE 3-INCH 13.ABASACH FIRE,3 4"DRAINNLRL C INSTALLED UPON A PRE-FORMED CONCRETE0'TDRAIN BLOCK WITH 1 Se CUBIC THEHES OF MAXIMUM AND SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. - CRUSHED VER3/4" ROCK.TARPAPER WILL BE LAID ON TOP OF THE GRAIN ROCK TO SEPARATE ROCK FROM EARN COVER. 15.EFFECTIVE EROSION CONTROL ISE REWIRED,EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED 3. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 33.THAN 5:1S HALL, ACHIEVED AND BE HI THE UNIFORM BUTTING MEETING THE D.E.Q.MP REQUIREMENTS.S THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF CODE.CONSTRUCTION ON EXISTING SLOPES GREATER THIS 5:1 SHALL BE ACHIEVED BY UST BE IPA INTO THE Ek ABRI 4.ALL SANITARY SEVER LINES SHACK 10"THICK KLATERALLY OR N FEET VERTICALLY OF WADER FAIN SHALLA BE ENCASED WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL BANK A MINIMUM X TEN FEET.IF.THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PRONGED.THE FABRIC, C A REINFORCED CONCRETE JACKET 6"THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSSING.WHERE 6.PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE.SEEDED TH A STANDARD GRASS MIX:SHRUBS, EQUIVALENT TO EXXON,A FINALLY THE BOTTOM AI THE STARING BENCH.THEN PLACING A SIXUC INCH LAYER OF CROSSINGS ARE NECESSARY,THEY MUST BE MADE AT APPROXIMATELY 80 DEGREES WITH AT LEAST 18"OF 1 T/2"-0"DRAIN ROCK,AND FINALE COVERING THE DEAN ROCK WITH NONWOVEN FILTER FABRIC SUCCESSIVE SEPARATION BELOW THE WATER LINE '6 ROWERS.BARK DUST,EXISTING SIGNS,PAVEMENT MARKERS MAILBOXES,ETC.,SHALL BE REESTABLISHED. BENCHES WILL BE COMPACTED IN LAYERSNOT N EXCEED a INCHES.EACH 8 INCH LAYER SHALL BE COMPACIEO.TO A Nz REINSTALLED OR REPLACES IR.LIKE KIND AND MATERIAL. MINIMUM OF 90 PERCENT TO MO T-100 DENS:THE FILL SLOPES WALL NOT EXCEED 2 T FINISHED GRADE.NO 15.ALL MAINS WITH A STATIC PRES9JRE UP TO 100 PSI(POUNDS PER SQUARE INCH)SHALL BE TESTED AT 150 PSI FOR s UBU A I ROCK DR SIMILAR MATERIAL EXCEEDING A 12 INCH DIAMETER WALL BE ALLOWED N THE STRUCTURAL FILL. 1 HOUR.WITH A MAXIMUM LOSS OF 5 PSI.WATER MAINS WI.A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE (I:„ 17.EFFECTIVE DRAINAGE CONTROL IS REQUIRED.DRAINAGE SHALL BE CONTROLLED WITHIN ME WORK SITE AND SHALL PRESSURE TESTED T 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. ' 1,� o` BE 50 ROUTED THAT ADJACENT PRIVATE PROPERTY.PUBLIC PROPERTY,AND THE RECEIVING SYSTEM IS NOT 4, THE CEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NETTED 24 HOURS IN ADVANCE,BY THE CONTRACTOR, DVERSELY IMPACTED.THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO OF STARTING BENCHWORK TO DETERMINE THE NEED FOR THE UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS 16.UPON SATISFACTORY COMPLETER OF TESTING,THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE ACCOMPLISH EFFECTIVE DRAINAGE CONTROL CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION.FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 5. ALL COMPACTION SHALL MEET THE REQUIREMENTS SET IN THE APWA STANDARD SPECIFICATIONS FEET PER SECOND.DISINFECTION SHALL BE IN ACCORDANCE V.I.AWWA STANDARD C651-92,THE STATE HEALTH 18..OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.SAID (1990 WTI DIVISION AND CITY REQUIREMENTS.ME CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED.DISINFECTING �s@m wAo7wIB� RULES ARE SET FORTH IN.OAR 952-001L0010 THROUGH OAR 952-001-0060.COPIES OF THE RULES MAY BE AMENDMENTS). MIXTURE SHALL BE A CHLORINE-WATER SOW,.HAVING A FREE CHLORINE RESIDUAL OF 40-50 MCA(MILLIGRAMS OBTAINED FROM THE CENTER BY CALLING 503-246-1987.IF YOU HAVE QUESTIONS ABOUT THE RULES,CONTACT RAMT•ARY smER Stem, PER LITER).THE OSINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORIIT AND THE CENTER NOTE:DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH(POTABLE)WATER IS ALLOWED TO FLOW I,THE CONTRACTOR MUST VERIFY ALL E%ISTING.UTILIHER FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATOR 1. ALL CONSTRUCTOR MATERIALS AND METHODS SHALL BE IN.CONFORMANCE WITH THE CLEAN WATER SERVICES(CRS)OF THROUGH THE PIPELINE SO THAT THE CHORINE-WATER SOLULON IS OF THE SPECIFIED STRENGTH.TREATED PRIOR TO START OF WORK(POTHOLE BEFORE DIGGING IF NECESSARY).SHOULD CONFLICTS ARISE AND REDESIGN STAND WASHINGTON COUNTY(AGENCY)RASO 0,09 STANDARDS AND SPECIFICATIONS,AND CITY OF TGARD ENGINEERING (CHLORINATED)WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NOE PIPELINE STANDARDS AND SPECIFICATIONS BACTERIA.TYPICAL RETENTION PERIOD IS 24 HOURS.AT THE END OF THE 2,HOUR PERIOD,THE.PIPELINE IS TO HAVE OR RELOCATION OF FACILITIES BE NECESSARY,IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE.CHANGES A FREE CHLORINE RESIDUAL OF AT LEAST 10 MG/L.AFTER SATISFACTORY CHLORINATION,FLUSH THE WAOR FROM THE RIDGE MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE.CONTRACTOR SHALL COORDINATE THE 2 MAIN LINE PIPE SHALL.BE 8"PVC AND SERWCE LATERALS SHALL BE 4"PVC CONFORMING N ASTM p-3034.SANITARY WORK WITH AFFECTED UTILITY AGENCIES. UNE UNTIL THE WATER.THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY WILSON TO PERMANENT RIDGE . SEWER PPE SHALL BE GREEN IN COLOR. SOURCE OF.SUPPLY. 20.A TEMPORARY HARD-SURFACE PATCH(COLD-MIX AC OR HOT-MIX BASE PAVING)SHALL BE PLACED ON TRENCHES 3. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10.FEET FROM THE MAIN AND 10 FEET INTO THE LOT.THE END OF DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER.DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WITHIN ROADWAYS AT THE END OF EACH DAYS WORK.NO TRENCH,ON SITE OR OFF-SITE SHALL BE LEFT AT ANY WATERWAY WITHOUT AD p EQUATE DIWTON OR OTHER SATISFACTORY METHODS OF CHLORINE RESIDUALS TO A SUBDIVISION TIME IN AN UNSAFE CONDITION.THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR EACH LATERAL SHALL BE.MARKED WIT A 2'x4"PAINTED GREEN EXTENDING FROM THE.INVERT TO A MINIMUM OF TWO SAFE LEVEL AS MANDATED BY DEL.AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION,THERE WILL BE DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. FEET ABOVE THE GROUND SURFACE,LOTH THE DEPTH FROM ME TOP OF ME 2'x4'TO THE INVERT WRITTEN THEREON: ANOTHER 24-HOUR RETENTION.PERIOD PRIOR TO BACTERIOLOGICAL TESTING.BACTERIOLOGICAL TESTS WILL BE TAKEN 21 WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXI SYNC.FACILITES(ROADS,DITCHES,ETC.) 4. WITH SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% A MAXIMUM GRADE OF 100%(ON').: BY TPW. AS MAY BE NECESSARY,IN THE CITY INSPECTORS OPINION.TO OVERCOME DETERIORATION OR DAMAGE WHICH 17.WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS(OWNERS).ALL OCCURRED IN CONJUNCTION LOTH THE WORK AUTHORIZED BY THE PERMIT CORRECTIVE WORK SHALL BE DONE AT 5.ALL MAIN SEWERS SHALL BE BALLED,FLUSHED.THOROUGHLY CLEANED MANORELEO AND AIR-TESTED AFTER THE WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKELOW THE PERMIT HOLDERS'EXPENSE. BACKFlLL IS PLACED AND COMPACTED.A V.E.S.T.V.VIDEO TAPE AND REPORT AND AIR-TEST RESULTS SHALL BE PREVENTION DEVICE,MINIMUM OF A ACVA(DOUBLE CHECK VALVE ASSEMBLY)INSTALLED ON THE PREMED TO CBS.MANHOLES SHALL BY HYDRO-STATE OR VACUUM TESTED.ALL PRIOR TO AC PAVING,AND AFTER PROPERTY SIDE OF ME WATER METER.IN ADDITON,EVERY METER FOR COMMERCIAL,MOLT-FAMILY,'INDUSTRIAL,AND 22.ONE AS-BUILT XEROX VELLUM DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS,INCLUDING ANY REVISION MADE ONE YEAR. INSTITUTIONAL SERVICE.REGARDLESS OF SIZE,SHALL HAVE ME PROPER OREGON STAIR APPROVED BACKFLOW TO THE PREHOUSLT APPROVED CONSTRUCTION PLANS AND,ALSO,ANY IMPROVEMENTS WHICH MAY IMPACT AN PREVENTION DEVICE.MINIMUM OF A DM INSTALLED ON THE PROPERTY SIDE OF THE METER.THE BACKFLOW EXISTING PUBLIC SYSTEM OR FACILITY.SHALL BE PROVOED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG 6. TRENCH BACKFlLL IN STREET AREAS SHALL BE MADE WITH 3/4-0"CRUSHED ROCK.COMPACTED TO 95%.(T-99). PREVENTION OEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER,WITH THE RESULTS FORWARDED TO TPW WATER WITH AN'ENGINEERS CERTIFICATE OF INSTALLATION COMPLIANCE"AS REVISED JULY 15 1998.APPENDIX C PAGE COMPACTOR RESULTS TO BE SUBMITTED TO CWS AND COPIES ALSO SENT TO CITY OF TIGARD. DIVISION,BEFORE WATER SERVICES CAN BEGIN. 39.UPON ACCEPTANCE OF AS-WILTS. COMPUTER DISK OF AS-BUTTS SHALL ALSO BE SUBMITTED TO THE CITY. 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER A SET OF PLANS SHOWING THE-AS-BUILT LATERAL LOCATIONS 18.UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM,THE CONTRACTOR OR OWNER.SHALL ADVISE TPW OF THE 23.A SEWER SYSTT,AIR-TEST AND(V H S)N TEST REPORT AND ONE SET OF BLUELINE"AS BUILTS"(OF EITHER TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10%FOR TPW INSPECTIONS WATER LOSS OVERHEAD, OR BOTH THE STORM AND SANITARY SEWER SYSTEMS)MAY BE REQUIRED BY THE CITY FOR REVIEW AND 8. PLUG CONNECTION TO EXISTING SANITARY UNTIL NEW LINES ARE TESTED AND CONNECTION IS APPROVED BY THE CITY. ADMINISTRATION,SAMPLING,ETC.AND 2%FOR ENGINEERING REVIEW,INCLUDING"AS BUTTS"DRAWINGS,UPDATING AS-BUILT APPROVAL PRIOR TO CONNECTION OF ANY.BUILDINGS TO THE SEWER SYSTEM MASTER MAP,INTERSECTION MAPS,ETC. 24.THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DALYNSPECTON REPORTS,ON A WEEKLY.BASIS.TO 9' CONNECTION PERMITS REQUIRED FROM CITY BUILDING DEPT. THE Gtt'S INSPECTOR. - 19..OPERATON OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED GENERAL. STREET&STORM DRAIN 20.PRIVATE PLUMBING INSTALLATONS REQUIRE PLUMBING PERMIT AND INSPECTION ON WATER LINES TO LOTS 3.4 AND 5. NOTES 25 THE TY'S INSPECTORS MAY,AT THEIR DISCRETION,REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE 1. STORM PIPE SHALL BE PVC ASTM D-3034,ASTM C76,C-900,'OR DUCTILE IRO (SEE SECT 306.10 FOR CONDITIONS.) PERMIT HOLDER.PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION STORM DRAIN LATERAL PIPE SHALL BE WANE IN COLOR.SERWCE LATERALS SH C CONFORMING TO ASTM ADEQUACY/COMPLIANCE.SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS EXPENSE. 0-3034. - TREE RPMOVAL 26.THE PERMIT HOLDER SHALL PROVIDE.A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE 2 ALL TRENCH EXCAVATION SHALL CONFORM TO-APWA DIVISION III,SECTION 301.1.Ot,AND WALL BE UNCLASSIFIED. 1. NOTWITHSTANDING ANY OTHER PROVISION OF THIS TEE,ANY PARTY FOUND TO BE IN VIOLATION OF THE TREE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY,AS EVIDENCE OF DISTURBANCE RESOLUTON REMOVAL CHAPTER(INCLUDING BUT NOT LIMITED TO REMOVAL OR DAMAGE TO TREES NOT APPROVED FOR REMOVAL) AND OWNER SATSFACTON - SHALL BE SUBJECT TO A CIVIL PENALLY OF UP TO$500 PURSUANT TO CHAPTER 1.16 OF ME TGARD MUNICIPAL CODE 3.PIPE BEDDING MATERIAL SHALL BE CLEAN CRUSHED ROCK WITH A MAXIMUM SIZE OF 3/4"-0",UNIFORMLY GRADED AND SHALL BE REQUIRED TO REMEDY ANY DAMAGE CAUSED BY THE VIOLATION.SUCH REMEDIATION SHALL INCLUDE, 27.EXISTING MONUMENTS,PROPERTY CORNERS,AND SURVEY MARKERS SHALL BE PROTECTED.REPLACEMENT SHALL BE FROM COARSE TO FINE OR AS APPROVED BY AGENCY OR CITY. BUT NOT BE LIMITED TO,THE FOLLOWING: AT THE.PERMIT HOLDERS EXPENSE. 4. SERVICE LATERALS SHALLEXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND10 FEET INTO THE LOT THE END'OF A. REPLACEMENT OF UNLAWFULLY REMOVED OR DAMAGED TREES IN ACCORDANCE WITH SECTION 28.THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT EACH LATERAL SHALL BE MARKED WITH A 2"z4"PAINTED WHITE,EXTENDING FROM THE INVERT TO A MINIMUM OF TWO 18.790.O60(0)OF THE TIGARD DEVELOPMENT CODE;AND HAS BEEN PLACED. - FEET ABOVE THE GROUND SURFACE,VA.THE DEPTH FROM THE TOP OF THE 2"x4°TO THE INVERT WRITTEN THEREON. B. PA FAN ADDITIONAL CIVIL PENALTY REPRESENTNG THE ESTIMATED VALUE OF ANY UNLAWFULLY 29.THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR,IN WRITING,THE NAMES AND 24 HOUR EMERGENCY 5. COMPACTION SHALL BE PER APWA ORISON III,SECTION 301.3.07.CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND REMOVED OR DAMAGED TREE,AS DETERMINED USING THE MOST CURRENT INTERNATIONAL SOCIETY OF TELEPHONE NUMBER OF TWO(2)PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE METHOD USED TO ACHIEVE REWIRED COMPACTION. - ARBORICULTURE'S GUIDE FOR PLANT.APPRAISAL. ACTION,AND IN GENERAL.WILL BE RESPONSIBLEIN CASE OF ANY EMERGENCY.THE PERMIT HOLDER SHALL NOTFY THE CITY INSPECTOR,IN WRITING,OF ANY/ALL ASSIGNMENT CHANGES. 6. TRENCH BACKFlLL.OUTSIDE OF PAVED AREAS MAY EXCAVATED TRENCH MATERIAL CONFORMING TO"CLASS A"PER ONLY THOSE TREES AUTHORIZED FOR REMOVAL BY THE CITY'S CASEFILE NO.SDR2002-00012,AND.ANY TREES THAT CITY STANDARDS A SPECIFICATIONS.COMPACT TO 95S AASHTO T99. ARE EXEMPT MAY BE REMOVED BY THE APPLICANT. IF IN THE PROCESS OF CONSTRUCTING IMPROVEMENTS,IT IS 30.THE PERMIT HOLDER SHALL.CAUSE HIS CONTRACTOR TO PROVIDE THE CITY INSPECTOR,IN WRITING,THE NAME AND FOUND THAT REMOVAL OF A TREE DESIGNATED FOR PRESERVATION MUST OCCUR,THE APPLICANT WILL BE SUBJECT TO 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED"COMPETENT PERSON"RESPONSIBLE FOR 7. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REWIRED TO PROVIDE A FIRM MITIGATION FOR 100E OF THE CALIPER INCHES OF THAT TREE.. ANY TREES DAMAGED OR REMOVED WITHOUT PRIOR PROJECT NO.: 32.27 CONCON SAFETY AS.PER OR-OSHA,CHAP.431 DIV.3L CONSTRUCTOR,SUBDIVISION P-EXCAVATIONS.T FOUNDATION AND SHALL BE REPLACED WITH 1-1/2"-O"CRUSHED ROCK.THE ENTIRE SUBGRADE SHALL BE THOROUGHLY CITY AUTHORIZATION WILL CONSTITUTE A VIOLATION. ONTRATRACTOTO CR SHALL NOTIFYTHE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. .COMPACTED TO 95%A.R.TNN. - TYPE: CONSTRUCTION DATE: 31.IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR B. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN WBGRADE IS COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF - AS-BUILT P� EASEMENTS'PRIOR TO STARTNG WORK.PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS SHALL ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION OF THE WORK.FAILURE.TO DO SO AS_BUILT TY BE PROVIDED TO THE CI .THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR ME PERMIT HOLDERS GULL MAKE ANY SUBCRADE FAILURE OR DRAINAGE PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. LJ FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY ORI EASEMENTS. - DATE 3,BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT,THE PERMIT HOWER SHALL CLEAN AND HAVE THE CITY COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES.THE PERMIT HOLDER SHALL PROVIDE TIE COW WITH 30 DAYS NOTICE OF THE VIDEO INSPECTION ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF ANAL LIFT. ETprq\326-027..VAseuls\SHE91\8027N01 T.SHER EA 19, 6om sms MEM OOMROL NOIRE PLAN IMPLEMENTATION 1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING:CONSTRUCTION(ANY A SCHEDULE OF PLANNED EROSION CONTROL AND RE VEGETATION MEASURES SHALL BE TIME OF THE HEAR)PER THE"EROSION CONTROL MANUAL ADOPTED DATED:DECEMBER,2000,AND CLEAN FRONDED,WHICH SETS FORTH THE PROGRESS OF CONSTRUCTION AMITIES.AND MITIGATING WATER SERVICES.DESIGN AND CONSTRUCTION STANDARDS;MO 04-09 CHAPTER S. EROSION CONTROL MEASURES:AN APPROVED EROSION CONTROL OF RE-VEGETATION PLAN SHALL BE IMPLEMENTED AND MAINTAINED AS FOLLOWS:. 2. APPROVAL OF THIS.EROSION/SEDIMENTATION CONTROL(ESC)PLAN.DOES NOT CONSTITUTE AN APPROVAL OF. 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY STRIPPING OR EXCAVATION PERMANENT ROAD OR DRAINAGE DESIGN E.G.SIZE AND.LOCATION OF ROADS,PIPES,RESTRICTORS CHANNELS, WORK. RETENTION FACILITIES,UTIUTES ETCTIC.).). alpha 2. THE APPLICANT SHALL IMPLEMENTTHE MEASURES AND CONSTRUCT FACILITIES CONTAINED IN 3. THE IMPLEMENTATION OF THESE ESCPLANS AND THE CONSTRUCTION,MAINTENANCE,REPLACEMENT,AND THE APPROVED EROSION CONTROL PLAN IN A TIMELY MANNER.DURING ACTIVE CONSTRUCTION; UPGRADING OF'THESE ESC FACILITIES S THE RESPONSIBILITY OF.TIE CONTRACTOR UNTIL ALL CONSTRUCTION THE APPUCANT SHALL INSPECT EROSION CONTROL MEASURES DAILY AND MAINTAIN,ADJUST. IS COMPLETED AND APPROVED NBY THE CITY OF TOARD AND VEGETATIOJECT ISSCAPING IS ESTABLISHED.T THE REPAIR OR REPLACE EROSION CONTROL MEASURES TO ENSURE THAT THEY ARE FUNCTIONING COMMUNITY DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT APPROVED UNTIL THE LOTS PROPERLY. ARE solo. DEVELOPMENT 3:ERODED SEDIMENT SHALL BE REMOVED IMMEDIATELY FROM PAVEMENT SURFACES,OFF-SITE 4. THE BOUNDARIESN OF THE CLEARING E CO SHOWN ON THIS PLAN. DISTURBANCE BE CLEARLY DFLAGGED L THE FIELD ABETS,AND ES A THE L SURFACE WATER MANAGEMENT SYSTEM:INCLUDING STORM DRAIN PRIOREATO CONSTRUCTION.PER.DURING THE AGONGUS BE MAINTAINED NO EID RY THE APP000N THE FLAGGED .INLETS., DITCHES AND CULVERTS. CLEARING IONLO BE PERMITTED.THE FLAGGING SHALL BE MAINTAINED BY APPUCANT/CONTRACTOR.FOR THE DURATION OF CONSTRUCTION. 4. SWATERYSTEM, CONTAINING SEDIMENT SHALL NOT BE FLUSHED INTO THE SURFACE WATER MANAGEMENT SYTERIN WETLANDS OR STREAMS WITHOUT FIRST PASSING TROUGH AN APPROVED SEDIMENT 9600 SW Oak,Suite 230 5. THE ESC FACIUTES SHOWN ON THIS PLAN MUST BE CONSTRUCTED SEDIMENT ANON WITH ALL CLEARING PND FILTERING FACILITY OR OENCE. NOT EA E TIE SIT AND IN SUCH S MANNER AS INSURE WATERENTRIANDDRTSEDIMENT-LADENG WATER DO Portland,OR 97223 NOT WAY. THE SIZE.THIS INCLUDES,BUT L NOT LIMITED OTOA DSTER ENTERING THE DRAINAGE SYSTEM, 5. IN INSPECTION FOR APPLICANT SHALL CALL FOR cm, ONC PRIOR S THE FOUNDATION ROADWAY.OR ANY VIOLATION OF APPLICABLE WATER STANDARDS INSPECTION FOR ANY BUILDING.TO CERTIFY THE EROSION CONTROL MEASURES ARE INSTALLED m3C&452SO0.3[N 503d52E0/3 IN ACCORDANCE WITH THE EROSION CONTROL PLAN. 6. THE ITO S.FACILITESING SHOWN ON THIS PLAN ARE PERIOD. MINIMUMSC REQUIRES SL R ADEDD SITE www.O phacommunitymm UNEXPECTED S DURING ETIE CO DUTO ENURETHAT THESE MEN FACILITIES SEDIMENT-LADEN SHALLT-BE UPGRADEDWATE OS NEEDED FOR UNE%SITE. STORM EVENTS AND TO ENSURE 1HAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE I'P$�$.Norm THE SITE. THE FILTER FABRIC SHALL BE PURCHASED INA CONTINUOUS ROLL CUT TO THE LENGTH OF Z. THE ESC FACILITIES SHALL INSPECTED DAILY BY TiEAPPLICANT/CONTRACTOR AND MAINTAINED A5 1 5 E BARRIER TO AVOID THE USE OF JOINTS.WHEN JOINTS ARE NECESSARY,ELM,CLOTH - REVISIONS NECESSARY TO ENSURE THEIR CCONTINUED FUNCTIONING. HALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM 6-INCH OVERLAP, NO.DATE DESCRIPTION AND BOTH S SECURELY FASTENED TO THE POST O OVERLAP 2"X2"POSTS AND ATTACH S. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH AS SHOWN ON SEDIMENT FENCE DETAIL OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 2. THE FILTER FABRIC FENCE SHALL BE STALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. 9. ALL EXPOSED SOILS SHALL BE PROTECTED FROM EROSION. THE FENCE POSTSSHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. 10.AT NO THE SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WIWI A TRAPPED CATCH BASIN.ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING.THE 3.THE FILTER FABRIC FENCE SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES.ALL CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND COMPACTED ALONG THE ENTIRE DISTURBED.AREA. 1.STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR TIME DURATION OF THE PROJECT.ADDITIONAL MEASURES MAY BE.REQUIRED TO INSURE 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. LOOPS FOR 2"X2".POST INSTALLATION.STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL 510E OF.THE SLOPED AREA. 12.ALL WATER QUALITY/QUANTITY SEDIMENTQUANTITY FACILITES SHALL BE PROTECTED FROM EROSION,AND MAINTAINED IN THEIR ANY ENTIRETY;IF BUILD UP OCCURS.THIS INCLUDES,BUT IS NOT LIMITED TO THE MATTING OF ALL 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE. EXPOSED SOILS,PROTECTION OF ALL SLOPES ANO ESTABLISHMENT OF VEGETATION PER THE DESIGN AND BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED: CONSTRUCTION STANDARDS ETC. lsrm Oe ro>NN rm'' 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER w wus USE=KO AM 13.STORM DRAIN NLETS,BAST S ANO AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE EACH RAINFALL AND AT LEAST DAILY.DURING PROLONGED RAINFALL.ANY REQUIRED.REPAIRS 'm OOMPLETED AND/OR VEGET ON S RE ESTABLISHED SHALL BE MADE IMMEDIATELY. /I 14 AT NO TME SHALL MEASURABLE SEDIMENT ACCUMULATE UPSTREAM OF THE 'l EROSION MEASURES AT A CATCH Z N BASIN OR INLET STRUCTURE 15.PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE: I®I i44:J ' I % � 16.SEEDING,MULCHING AND REVEGETATION SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH m FRONT VIEW PROFILE PHASE OF CONSIRUCTON. .a E IcrS'T 17.WHEN SEED/PLANTNGS ARE PLACED,TTHE OWNER/CONTRACTOR WILL MAINTAIN THEM UNTIL THE (' VEGETATON/PLANTNGS ARE WELL ESTABLISHED T 4 "" ' o6uoN 18.IFTHERE IS EXPOSED SOIL OR SOILS NOT FULLY STABILIZED FROM NOVEMBER t THROUGH APRIL 30,THE WET a um ST of'`k I. WEATHER EROSIONCONTROL MEASURES WILL BE IN EFFECT.SEE SECTIONS 3.3.7 AND 3.3.8,EROSION CONTROL m..Pauss awl is mwwo MANUAL,FOR REQUIREMENTS. I I I NINES: 19.THE DEVELOPER SHALL REMOVE ALL ESC MEASURES WHEN THE VEGETATION IS EJLLY ESTABLISHED,OR THE *Km COMA.681 SOILS ARE COVERED AND PROTECTED FROM EROSION BY PERMANENT SURFACES. ; , 4. 20.ALL ESC MEASURES TO BE IN PLACE AS SHOWN ON.THE PLANS OR AS DIRECTED BY.THE CWS INSPECTOR,. - PRIOR TO ANY CONSTRUCTION. A.. MO mon 21.CWS ESC HOTLINE 503-BAT SR00,CALL BEFORE STARTING ANY WORK.LEAVE YOUR PROJECT NAME,LOCATION, PLAN VIEW CONTACTS TELEPHONE NUMBER,AND THE INTENDED THE OF POSSIBLE PRE-CONSTRUCTION MEETINGS AND «' DATE ANTICIPATED FOR START OF WORK. _ WILSON RIDGE 22.IT IS STRONGLY SUGGESTED THAT A PRE-CONSTRUCTION MEETING BE HEW PRIOR TO ANY SITE WORK 1 1 �+ 23.RECOMMENDED EROSION CONTROL GRASS SEED MIXES ARE AS FOLLOWS SUBDIVISION SIMILAR MIXES DESIGNED TOACHIEVE:EROSION CONTROL MAY BE.SUBSTITUTED IF APPROVED BY.WASHINGTON COUNTY. s,®sw A. DWARF GRASS X(LOW HEIGHT,LOW MAINTENANCE)'ELKA "'^`�a'^�" ��" CREEPINGRF RED PERENNIAL RYE GRASS.20R BY WEIGHT BY WEICdHT, 0, /�O II _ I 71 APPUCATONRATE 100 POUNDS MINIMUM PER ACRE v+4� _4' IIIIIiI , IIIIII B. STANDARD HEIGHT GRASS MIX: pr _- ANNUAL RYE GRASS,40%BY WEIGHT APTURPLICATION RATE 100 POUNDS MINIMUM PER ACRE �AA,60%BY WEIGHT: /A�� 2 ,,,MM OP r-idlNle Mil ,.� CATCH BASIN AREA DRAIN 24.W000 CELLULOSE FIBER SHALL APPLIED AT THE RAZE OF ONE AND ONE HALF(1-1/2)TONS PER ACRE. , 25.SPECIFIC METHODS OF SOIL EROSION MO SEDIMENT CONTROL SHALL BE USED DURING CONSTRUCTION TO FrT AS-BUILT MINIMIZE VISIBLE AND MEASURABLE EROSION. au m Acmm° LAP` 1 26.THE LAND AREA TO BE GRUBBED,STRIPPED,USED FOR TEMPORARY PLACEMENT OF SOIL,OR TO OTHERWISE EROSION EXPOSE SOIL SHALL 9E CONFINED TO.THE IMMEDIATE CONSTRUCTION SITE ONLY. L' _1~ CONTROL 22.CONSTRUCTION ACTIVITY WILL TAKE PLACE DURING THE DRY SEASON(JUNE-OCTOBER),WHENEVER FEASIBLE AND THE DURATION OF EXPOSURE OF SOILS SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION. PLAN VIEW NOTES& 28.EXPOSED SOILS SHALL BE COVERED BY MULCH,SHEETING,TEMPORARY SEEDING OR OTHER SUITABLE MATERIAL E: FOLLOWING GRADING OR CONSTRUCTION,UNTIL SOILS ARE STABILIZED.DURING THE RAINY SEASON(NOVEMBER 1(' -�� DETAILS THROUGH.MAY)SOILS SHALL NOT BE EXPOSED FOR MORE THAN T CALENDAR.DAYS.ALL DISTURBED LAND F AREAS WHICH WILL REMAIN UNWORKED FOR 21 DAYS OR MORE DURING CONSTRUCTION SHALL BE MULCHED AND SEEDED. - 29.DURING CONSTRUCTION,RUNOFF FROM TIE SITE SHALL BE CONTROLLED,AND INCREASED RUNOFF AND Olj SEDIMENT RESULTING FROM SOIL DISTURBANCE SHALL BE RETAINED ON-SITE..TEMPORARY DIVERSIONS, SEDIMENT BASINS,CHECK DAMS,OR OTHER METHODS SHALL BE PROVIDED AS NECESSARY TO HOLD SEDIMENT a DITCH INLET AND RUNOFF. 30.A STABIUZED PAD OF GRAVEL SHALL BE CONSTRUCTED AT ALL ENTRANCES AND EXITS TO THE CONSTRUCTION - tgaLar'vale.' KA Am SITE.THE STABILIZED GRAVEL PAD SHALL BE THE ONLY ALLOWABLE ENTRANCE OR EXIT TO THE SITE. ® wwv D s'o1 P& 31.TOPSOIL REMOVAL FOR DEVELOPMENT SHALL BE STOCKPILED AND REUSED ON-SITE TO THE DEGREE NECESSARY.TO RESTORE DISTURBED AREAS TO THEIR ORIGINAL OR ENHANCED CONDITION,CR TO ASSURE CONSTRUCTION ENTRANCE 0044 DmWiM 4-5 ID.,P. N ° -2HTYPE SUFFICIENT STABLE TOPSOIL FOR RE-VEGETATION.ADDITIONAL SOIL SHALL BE PROMDED.IF NECESSARY TO __ SUPPORT RE-VEGETATION. Page4-92 ,,„ PROJECT NO.: MS0V 32.THE REMOVAL OF ALL SEDIMENTS WHICH ARE CARRIED INTO TIE'STREETS,WATER RESOURCES OR ON TO - TYPE: CONSTRUCTION ADJACENT PROPERTY ARE THE RESPONSIBILITY OF THE APPLICANT.THE APPLICANT SHALL BE RESPONSIBLE BATE: FOR CLEANING UP AND REPAIRING STREETS,CATCH BASINS,WATER RESOURCE AREAS AND ADJACENT 6� PROPERTIES,WHERE SUCH PROPERTIES ARE AFFECTED BY SEDIMENTS,OR MUD.IN NO CASE SHALL SEDIMENTS AS-BUILT T BE WASHED INTO STORM DRAINS,DITCHES OR DRAINAGE WAYS. E� DATE 33.ANY:OTHER RELEVANT PROVISIONS OF THE"EROSION PREVENTION AND SEDIMENT CONTROL PLANS TECHNICAL APRO.ID GUIDANCE HANDBOOK"(CITY OF.PORTLAND BUREAU OF ENVIRONMENTAL SERVICES AND CLEAN WATER REVISED OF WASHINGTON COUNTY, FEBRUARY 2000),REQUIRED BY THE PLANNING DIRECTOR N:\Por.E1-02I\W9\ALbUNS\SHEET\m NOT61 9 HEAP TES Jul 9 ATGs-1a wnn ®/ x I I y�LEGEND I EX 2-FT CONTOUR �. � / / �\ \ ,/- i I I I -- 10-FT SANITARY SEWER a.I h a '/ / \`\ / 1 EX STORM DRAIN ER COMMUNITY \// / / \ II I . EX GAS LINE DEVELOPMENT EX GAS LINE l gg E%BUR POWER `\` ' ' I \\ I I I %OVERNE D P WE :IX TELEPHONE LINE ¢p 9600 SW Oak,Suite 230 o \ \.\. \I I�\\. I I ; - •—ry Ex FENCCABLEE LINE b Portland OR 97223 Ex FENCE ytt - h ®~ E%SANITARY MANHOLE 1930&d52EGIXl IFl SD145Z-B043 N C, / /\\` I I. I ) 0 EX SANITARY IXEANOUT w•ww.oIpbocommuniycom / I STORM MANHOLE \ 1� , I I CATCHBASIN \ I•♦ ' I I I P DI STORM CLEANOUT \ \3 \ 1 '" 'wi \ tl Ex FIRE HYDRANT REVI$�GNB a, v EX WATER METER I NO.DATE DESCRIPTION. ® EX WATER VALVE I EX GATE VALVE �R I I \ /�_ 4.I - I 1B CO TELEPHONE RISER 1 �a /S TO BE REMOVE \ S 'S' ',c ® EX CABLE RISER I . II ,44 I C EX LIGHT POLE \�I I` I / / \��\�•C .Oj_ I I E%TREES TO REMAIN VV EX TREES TO BE REMOVED I AN _ I'I4]F�� E%ISTING RE RAIN ` — j. \/ \/ // �EXISTIN�AB REMOVE°I `\ .Fa\ , �)\ STORM LgOEFI P UGGED —- — I/ y / / / 1 I ( L I �SNTH A 6ONC CAP Y RE / SE/ // \ \ i *\\t 1. /I /REMO TREE(TrPJ I\ /' / I/ / / // / / \ \. 1 l 1 ,. \ I N /' '/ / / / /. ,... j/ I i" ... ' �\ T 18,0S MGM 1111, � / / ,,/ / / / I / 1 '/// ►,a � I... N,� X I /! , f / —� , h ,I /, / / / / �,f 1 I \�° / if WILSON RIDGE \11 f 1/ / // / / / ,// / / / l\ , ° / ( i ►� SUBDIVISION \ f /EXISTNG GRAVELitE �FflYN FENCE a BE L / `� I // / j TO BE REMOVE° /r'- / /rnXn� j/ �,//j �MG� /�As�/ \ I I/ T __ 1 j/ � /''EXISTING �TSYPro3' ,g j / / / fast,--> //) / lI 1 / / / y/ p/ yyyNNN G TREK T0.BE \ _— / -// / // i, MY a‘MDVED CTYP.) / // I // / J/ I / (, / / / / i ^ AS-BUILT / `a // / //W / / A.O a ME GE // 3/, I EXISTING \ 1/ / AL«».. / �OE2 L ) / I CONDITIONS TA — I j/, / I I / I 7 s / / /� r - I I '1 PLAN -- I / / / t./\ l 1 / I I I I � r i IJ / _ _ O � I PROJECT NO.: 8S6-03T. ',I I I SCALE TYPE: cotarnucTlON i D D° E I I AS-BUILT •■ ■ s -° GATE: DALE— ■ ■ ■ ■� I I �--� 1 � I APRpY® 1 1N=9D FT ----4, � I N:\poMD2°OD 1w5DALLPu IP\SHEETS\328027XCON AMID6wg SHED EAST Jul19.2m6-I0E0OMSM1e 4 i --- \/\-----1i i LEGEND I ' \ -PROPOSD RI NT OF WAY 3 TRACT A r y F E%ISRNG RIGHT OF WAT d alpha /�y� 1 1,901 SF g ,y,':,: p.`. } �Ilr�.. h a PROPOSED CURB AND GUTTER In 4 I — I I -- I M \ - PROPOSED CENTERLNE p 1 s,581 y®q®A \ -BOSDNG CENTERLINE I COMMUNITY 1 gg/,ti`, �yyl., PROPOSED PU8UC n TT iPp EASEMENT I DEVELOPMENT � A\ , cif! I PROPOSED BUILDING SETBACK I ____--1 /Ia ��\, ry / ,7',,--53 \'\� HO1: • v. NG 510E ALK 4 MALT B Im 6,382 I '.'� ` i! p/ reµ 5;001 SF��. 1 I— yre'=� '-,4 3a I °tea.; )/` 7'./i 5 ///r db 'V �. I ---1 a R 1 I� l .Ns \3M1��/ 6.286 SF I i 10 8,249 SF I.I I -1 r I I ▪`▪\ e 1- 1 l a \ \. R7w 54.0' k/W I j IInlll.. I.Y'I 4940SF \P5636 SF Ii TRAVEL I.I - III I 5,885 SF T , I as -eK' E NC /I I J:L JI'L P I 1 9 I I 1 ` )D 9: _ sO.D I 4,883 SF ,j p2 11 \ 60_�0' _1 72.6' �" B L 1 51 ' S.tl /PLANTER PLANTEk\ 5:0' 0.112, ¢ n 13Q I 332I s�z Oa 3.221_ P I2WS / 4'16 /{{I ' , _- _I , _ \ 1 / SIDEWALK CURB& /\ .` l,/C/� 1 TRACT C I I - GUTTER 1.738 SF �'�SW ANGUS PLACE DUCT A �\\ `I I INS Nowell] NOT To SCALE IN Noll]. I � i 901 SF \ /F R/w 2]0' C/L 1 I 1 I \\. I 5.0' sAWCUT LINE 1' D.5' WILSON RIDGE PLANTER +1 MINIMUM INSIDE 1 1 I i \ I 1 S1RIP \ 55 PAIVEMENT OGE OF VARIES SUBDIVISION 1 1._ I \SIDEWALK J I - ._- __ SW 133RD AVE 1 _.I I //��'TRACT'D -. —_ _— _-�I I "- "" - ,/ 1,738 SF HALF STREET WIDENS FROM A R 3'-12.3'TO 16.0' j 2'ROW DEDICATION REQUIRED NOT TO SCALE 31 BIN J1/2Y"A TYPE C")C TE 8' R/W R/W 8 R/W C/L 41T BASE ROCM PUE 30.0' PUE 350 '9-(3/4 0)LEVELING COURSE ` I 14.0' Ch 14.0' I — - -z 15'(2-D c ECAIE BASE AS-BUILT _ )A°P' PEDESTRIAN ACCESS�--4-� NOTE: 95$OF WOOED PROCTOR ABTM DM. EASEMENT I I 5.0' M N MUM NBEOE SITE PLAN 1 I PLANTER 5 E%ISnNG EOCE OF IIIi���Ill APPROKO NATIVE 0REL 0E STRIP I 0 r PAVEMENT -- - D PROCTOR I I I O MA% _ ' 202 2.02 \ 2.DR VARIES N� I I SW ANGUS PLACE SW ANGUS COURT — I I A.C.PAVEMENT'SECTION SIDEWALK soewALu : NOT T oSCALE ANGUS COURT I s/wcur AND MA NOT TO SCALE BULL MOUNTAIN RD E%ISTING P VE ENT EDGE FR /FPRALT CCJCREIE MM OF MATCH EAiSTNG HAl£STREET WIDENS FROM APPROX.10.2'-13.3'TO 23.0' i.1 2 1YPE"C ON 2-i/T°TYPE"B" 1 IRALT E / 15'ROW DEDICATION REQUIRED EXISTING -MP 19"BASE ROCK NOT TO SCALE �2,011 SF PAVEMENT -1 r 3 T 16.(I-1/2,0)LEVELMC COURSE I 95R CF MCOFlEO PROCTOR ASTA 0155) I I \\\ E AP SOILS APROVED BAR&NDARRD PROCTOO495$W - ® PROJECT NO.: 89849'/ WPM CONSTRUCTION SW BULL MOUNTAIN RD.&SW 133RD AVE. SCALE DATE. I A.C.PAVEMENT SECTION AS-BUILT I I T 40 0 20 40 80 f - NOT TO SCALE AS-BUIL 1 ■ • I.I GATE • • e IAPPROVED 11N 4 40 FT N1RA532890,14/0\n24 .\SHEErs12002) uLT5:O H .SIM XXI mms \ X7 A7/ \ I I LEGEND �.T,v M1 alpha / / `� // J I I. I. 324—. EX 1-FT CONTOUR / I _ 1 1 - --"co,,,"" COMMUNITY \/ \. � I 1 I. - +- Fci-FT CONTOUR DEVELOPMENT / / -3211- PC 5-FT CONTOUR `.\lT.(` I' ' ' I _ V SEDIMENT FENCE '�\\ : I i I 0 BIOBAGRAVE CARRER ONSTRucnON 9600 SW Oak,Suite 23D =�� ENTRANCE Portland,OR 97223 \3 j 'T., I olo EX TREES TO REMAIN Irl SW-152"5703 IFl 503-a52-AOE3 `\\ ♦. I \/ /\\ / I I A� E%TREES TO DE REMOVED+� WWV/.OIPhOCOmrtIVOIIY.COfn \\' ' \. \ '` \ I. I I REVISIONS \ \ `` \ \ . I _ _ I I NO.DATE DESCRIPTION 1 1 ;\ VIM \ \�ll ' -.CONSTRUCTION.ENTRANCE \ \ � \ Y, /. FEB DETAIL.4-5,SHEET 3. 1 - 1 ----� -_. \ \ \ / t% Y y:, \ r Via 1 / �/ //I p / \ -\ N,4,� \A5'r' ,, 1 I - - Isit 7 T,/-.. / .( / / 1 A ip, rill, i\ /' f / /� /-// I IJJ / iUr iiii / 1 J / �fl� I �\ \ 1 e Iasi"e G 11vv CI �I v < // /////, /// /I I ®.. \�� / UPS OF GRAD�N� J//// ���b\\. \\\`1.\ i WH .�9P / / )Z .9VII'•�y — �.,\/. / ' /3 J1. /r/. ®\• \ 1 `� I� ova., I tiN li// // / / / / l 9 / /., ii/ ii/°/� / / \�� \ / / / /I ,-- !/�'-ffi'- / /)O 1 / / '/ / ®6 0\ i i�/ / WILSON RIDGE .4 // / / ' ��, l / tiD f / r' To / \ • SUBDIVISION a 4 .1? ___ /: II , AS-BUILT// /l / / / � j/ II / - I V7ji / / Ir GRADING AND PROT LT, Di � / i /. I 1 / / 4 I I IV EROSION I RDEHE `'-� 1 /P DETAIL S�ET 3 A CONTROL I / / / — — 7% / / I - PLAN/ - / / I TRRPERE ALt D / S EET I 1 l I_ - / I / / / 1 I / jI I/ \/ i / T / / � I 11 I Q \ PROJECT NO.: i28-021 I D SCALE n TYPE: CONSTRUCTION �AS—BUILT :::I. DATE: NTp,\,..W7\OogWbuiENSN2Em32B]2]Ow,oasBNUaw9....O..,,C J 19.xw-I0 6 .. i alpha /,' I I I i LEGEND„.,-.�.:, x«.a.,,.,. ._... \ EX TREES TO REMOVED I \, / i i i DEVELOPMENT CO MUNITY ` `\ I. I I 9600 SW Oak Suite 230 ' 1 I Portland,OR 9]223 `\ I I I msa++s2aroa msl%49528043 I I www.alph m omunty.com I •fit_ . \ I I : I - REVISIONS 1 O .. _ _ _ No.OATS oescREmax 1 i$ I M\\ ��® I I 0 = R-ED-RAYWOOD ASH FRAXIMUS OXYCARPA "RAYWOOD" ----- L / .. TO 22 CED \� \ 1 / /' I 11 ,� ,,� tyy�10D I I . I to i W $4 $ '1 4/ .ED \ — OI li ' �-r3wR. 4' � aI• n. F 81r i ii/i z !//C{ 4 .i cATDS c %/� Ti/i / I\ .• anvw I / - +04 LF G \\`\1, t 1r.....1 gee REC � / •ODE 12 CHR /// �/ 5 \ \ WILSON RIDGE \ s ,44, ��',v' G"°1// . / =,`I ¢ \ SUBDIVISION i (� _= IP �� DE 12 ta, — /�/ _�.ram \> D I I i` Ev ' 1¢ W I I i `I.fEV 17 FIR I r. : fil I I J:L JIL JIL 1.0 I I 7 1. dQ iq I NOTE. ,..,,.., mm" AS-BUILT 1 ` 1 112 IR 1 ' I - EXISTING TREES MEASURE 180 CALIPER INCHES ~- 1_ __ i »':1 MI 3 1 TREE REMOVAL _— MI11GAlI0N TREEB(NOT LLUSTRATED)TO BE INSTALLED AS FOLLOWS: T3 CALIPER-INCHES PER LOT AVG:x14 LOTS—182 TOTAL INCHES. \ WW..��11xMMx ,�' I y HOME OWNER.NS TO BE DETERMINED IN FIELD,DY DEVELOPER/ &MITIGATION PLAN I \ ' I I 1 I PROJECT NO.: 112.11.117 1 O 15 S SCALE . TIPS: CONSTRUCTION \ 1 1 AS-BUILT 0. ■ i _ eo _ ———�— I AN1pM3J IN'=90 NARroi\32.027\OwR\nwu13X\311E5T3\32502/IREE550131 ewM-SHEET .119, -O.soam Ens 7 SW ANGUS COURT .„,..-..< .», ma:nw.:. �.,.v .:a. - / ( SEE SHEET 9 . - € STREET NOTES: J• /,; K A. alpha // .S "Y //e r \� 2 92l v.8 _ #1 i / Q 0'RADE PUBLIC UTL,EASEMENT. i /�. / /^"'• / .. �� L 5�• �� �- -- __J OO STO.OTL//120 5.WOE ETE SIOEWAIH PER ____--- / k _ sDMN y9 ]30 / b .1 COMMUNITY i Y'(f' ' / � I �.smiv VEXETATED PLANTER DEVELOPMENT 1 // 9 23 IPXPP TT "C \\ SAA CCESIBIE.CRB RAMPS PER k 9600SWO S// ©� / _1. L-,20/. 9' W$ (} �9 \ 9 I ®STD DR M128 ST SHEET 5. / K D a s, 4� A \ I Portland.OR 97223 ,NII�� ` ©© �.� Dli F \ I °(©28 WIDE 6 THICK STANDARD m5034626003 P5034528043 _ / �Y Yn \ DRIVEWAY PER Sro.DD.(l142. P / �� -_ §X q I www.alPhaccmmun1Y.com 1.P �• F\ i l '^Y „ 4 S \awy 1L 4 O DR//t JD.ONUMENT BOX PER STD ) J > "11� rT t a k i �6 3o SIGHT VISION-MANGLE. REVISIONS w OMJ��e�+ ' Ili�Q 0 5 Ted ��i;;.. e�3 "} `£ N + r0 3].0 I FUTURE 10 WIDE RES OE 22 l L 6''�"= �.,_. �24i ar �. ( .„ II I 1. , I 09 DR VEwAY PER STD.OR Sla• 5 NO.DATE DESCRIPTION A� F, "` 4 sJ '',:fill,-,,,,,. / ( }. I PRONDE DROP. SV Q fr�T �. y, .z s,' & V k, l S z:• ,, yg„• • "51'a .tea` o 3 a G p 6 / 1Q0 BEGNIRANSITON BETWEEN STD. m /,,I.::::.-„,,, ,-a.� / ® '� F&`�ig�qq r'".}`'.6, H'"�,, -',`yr ,- �•y,-14 i I - OLLTOPCDRe / 'Tip ' 890 N ''" \ Ids ?r• , / 10 I SIDEWARLN�P�R 6Ero BDILHICK 1. � IB � ��S.- P"A /),,,,,,..,,, g MOUTHENTABLE CURB PER D TA4 A Os / s•/ -i�I 9+9az 7// _ O _- O -I L asssµs\/ -____ _ ___J STORM NOTES 4 a L=3] -� r- _ 14s ENO • / /T / IE-612.3° /. Q 9 4.5 6 631 r C09." INSTALL MANHOLE PER CWS S1D. $y / f 9 / D=65' / ttP.O2 1E 11 2© 0. m' it L 419' D=4.6' I O DWG MOO 1 /.0/ ��: / //�/ ['SORB p9A1]6. D 56'I Y^B9J .�j1 D=4.8'' �SDMH ff9A1J5 I O INSTALL 4 PVC STORM SEWER / LATERAL PER:CWS STD.DWG.#170. T. 51.17 �-:///./// / 14 / / 1. Y3 1 MINIMUM SLOPE=0.0200 a / / 12 11 I. O INSTALL SDCB PER CWS STD.DWG. ! / - �// I Rill D%W _ / ( CUL OE SAC STA:2+69.J0 "d^ -/ 1 - RM 612fi910 tlB Td� z I- I IE 6LE 10'0 OUi(10"NE) I f 3398 P 0 VC 999380.0568 �I,,`„ -------- -- -/- - i 1 ,..,.m,m,.. .,. - J- = - - -- �,�,e SW ANGUS PLACE-PLAN - - H.P.FJEV=617.12 WILSON RIDGE X.P.STA=1+51.28 PSI STA=1+48 PN EEEv=617.40 SUBDIVISION A.D._-4.80 NOTES 626 .:4 3 n OZO ALLRADII SHALL BE PERCEPT g6i 0" S EXISTING GRADE O z A5 OTHERWISE SHOWN so /'���_____ " �C�L OF STREET N nm ///i\\ // \\\ 2.ExrANsoN JOINTS SHALL BE PUCED FY�yI z SPECIFIED 6 / '-______ Inn A CONTRACTION JOINTS SHALL D _ 06W - T Is NTERVAIs uNLESS SPECIFIED. ..� `PROPOSED GRADE O W f• ixROSUGx ixEcuReATLusTSaA AS-BUILT C/L OF STREET-. - _ a ° ° a CONCRETEPSIAT�OATS. SW ANGUS W MOUNTABLE CURB 3' /� F 3 143.71 LF 12.PVC B"VP W NOT TO SCALE PLACE Fr. va'OR. 61o""aim �_ Rles=a9Te4D.ozzs 0 Z STORM PLAN ? 8' s0MH pA1J6 - O &PROFILE 2 STA.STA:10+03.18 T>3 LP 12-PVG RIB Q 4 W ST..SA:1+62.25,0.52'RT. 6.SAN. S-6.1fe9+0.0398-RIM-91-}B0 818.83' IE 511.2843 OUT(12"S) 50MP(mfl.5 Z STA.STA:6+59.18 Z ST.STA;+05.05,6.31'FT. ^ RIM=614.13 0 lV(ALL PIPE PVC PIPE(INCLUDING IE=6034920 IN(12'4)' LATERALS)-A.ASTI D-3034 PVC IE=608.2900 OUT(12'_) Q: UNLESS 01HEF RISE NOTED.. GLASS'B' O 600 11- 600 PROJECT NO.: 228.02) . - CONBTRUCTNIN. 7+00 7+50 2+00 2+50 3+00 TPE: SCALE 0 DATE:: AS-BUILT "'• • co SW ANGUS PLACE PROFILE �V M M ■- MIN APPROVED 1 IN 20 FT A HORIZONTAL SCALE:1'=20' VERTICAL SCALE:1°=4' ov N:\PCn326xm\SOWU \SHEETS\62802TSf ASBULTare SHEET SEA JulIS.2006 10.16am,m8 SW ANGUS PLACE ,»-..,.,..,a.. ...w�.,".,. SEE SHEET 8 i i / / \ I STREET NOTES. ...�vll ) "'I �� 2 �\ \ ( 5 VADE PEDESTRIAN ACCESS alpha 1,,,,„„,„,„„,:,,,,,' < ///// 3 //// 6\ 1}O EASEMENT - �•ff g �# ZTek q � \:\ i////i \ ®s D DR B,za SIDEWALK PER COMMUNITY y ` " ''s ,';Aig 1\ ]+93.1 // / / > / O_ - ^/C'4,;r ( `c `aW 1 fio i i i i4 i �� on WIDE ciesoNCRETe PATH PER STD. DEVELOPIV�EN'�- 9 !.�20'WIDE PEDESTRIAN ACCESS Xi AV X' IA IAA "x. GA/e / / // / % V PUBLIC UTUTY EASEMENT. Aaa +ham47,6 �1L fiBi42/ / i // '' / b-. ®(4) 9'x 20 PARKING STALLS.. 9600$W Oak,Suite 230 t,� r Y ,',312 "1�4` I 'P �ro- ''// / / / / 4 Portland,OR 97223 STANDARD CURB PER 510.DR. 'A , ....O_�} , J A /// / / C ©p,zs msoxaszaao31�5ua-dsza3�3 -s 2.,�� aski / pTrP. / i 5 /// .'',:/ s www.alpha OmmunHy.can \ y _y >tk > RAN/i/ q //% I W�J REVISIONS V'R}r i"T / �,° i / ,� No.DATE DESCRIPTION i\liz!:;:1:64:17.:„.08::11'-': aleill1071:7E:7,-.#7,AM':;;7::::1;;;:::;..7.--1 '�=+�'v'yF': Y 6+591 / /� 6 JI[ ®! 4'Tldat ob 4~ 'E s0dt / .;..y / I III// r5+59.4 �� A 4 tI' �' 1 \ L 1]0 S❑MH OM'�_, „l 0 1• ® 1. II 1 9 8 IEL cei/ I 9 «L'A.-1+' R, �i, STORM NOTES INSTALL MANHOLE PER CWS STD: 1"/%0, A All , DWG.gmo: S p SDMH.A1]2 5 54.4.1 II § 9r :-'I Ei 0=4.8'1 W R O INSTALL 4"PVC STIXtM SEWER L J I L i4 I � 5 � 7 VOX! G' I LATERAL PER CWS STD DWG�1]0. I B 1T` SDMH//4A1]0p i I w Q MINIMUM SLOPE 00200 ^�1 N ❑3 OWGA4220 EA DRAIN PER C.STD.. -- -- - ---- - 1(� S1M STA 6+46 21 3 LT: 9 --L L _ MV1K.. \ --�-- I L��--� -- - %;' I ' r RIM MPT8698 80.000'LT. �s416.'R9 ar c 1 maw © I� IE=800.2642 WT(10"N) I.�N/ 0:020B-0.02]3. ''''20.E \ - 3 19A5 LF 10 DIPS 69 \ NOTE ELEVAnONS BASED ON EDGE OF PAVEMENT _ N \ - I ElOETAILLSHEETT20.MDLTER WIPER I 40 4X _ 1.-- °°/R/o..e'l SW ANGUS COURT-PLAN SW.133RD AVE �PET AW wa0ER ouaLm MANHOLE HIGH POINT ELEV=612.94 5 'PER CWS S1O.DWG 9515. HIGH POINT STA=1+09.47 NOAls:.T"-2O• SEE SHEET 10 PM STA=1+25 h K= WILSON RIDGE MOO'VC is�o SUBDIVISION $ LOW POINT EIEV=803. zz II LOW POINT STA=2+50.ON 94 3 a g+.'n, PPN N STA=2+40 0�w0 m - CLEW-603.50 Y K=5.13 LASS"B" CLASS"A" CLASS"B" PROPOSED GRADE 0 moo'VC S- I \m '+" rt 0a ABOOPOSEJ GRADE F EgSONG GRAD: \ I1 20, � ABOVE NPIPEA� All AS-BUILT 149.E C/L OF STREE- w - 41 12 PyO 18I ]2"STORMFlLSTN.STAR 5+44.38 y - SW ANGUS s=G.e5T9 G IE ae4.zs-aeiez Sbz�v2 W COURT 8L T OMH/9A173 '48q _ IE .A1.]5 5E139 OUT(12"E) S1M. A 2+80.73 _ N ST.STA:1+14.55,COO'LT. z STORM PLAN RIM=N105-e,ze+ ` 600 60o 600 8 PROFILE 690 IE=BB6a9604.6/IN(12"NW) IE=60&+2 606.67 IN(10'S'20 6 4. IE=68580 604.6]OUT(12"SE) 6 1F t2'Fve --� 7 ST STA 2455.12,18:83'L'. 0 ALL PIPE PVC PIPE ONCLW LNG RIM-60304 603.53 30 LATERALS))AIE ASTM 0-303,PVC IE 5.].]2 IN((1Y NW NH/9A1]2 'OS 6"SANLt UNLESS OTHERWISE NOTED. IE 599.07 IN(10" 5 STA SV) _ STA 6 5U 4 .83'LT. K`£2� O CLASS"B" IE 59'.52 OUT(12" � 6B38+a80653 ' OlIE= LL 590 - 590 590 -s99]z IN(2 N _O 0 IE-597.52 OUT(12'W) SiM.STA:5+05.31 O PROJECT NO.. 200027 ST.STA:14+19.32,5.00'RT. ,.OR E:TYP CONSTRUCTION ALL PIPE PVC PIPE(INCLUDING RAI=5962618 LATERALS)A.ASTM 0-3032 PVC IE 5065(38 IN(12'W) •S_P.UILT SCALE DATE: UNLESS OTHEANSE NOTED. IE=SB8361 OUT(12"S) H IFFJ[[ I 9 10 p - 4 1+00 1+50 2+00 2+50 6+50. 6+00 :5+50 - AAF9140 tl■•iMIMI Q/ 20 FT V SW ANGUS COURT - PROFILE STORM - PROFILE HORIZONTAL SCALE:1" 20' VERTICAL SCALE.1"-4'. HORIZONTAL SCALE 1 =20' VERTICAL SCALE:0=4' N:\PhW\326-02>\awoNARA IHs\SHEENNO9902ISTDASBIALTAIwo-SHEET SIB Jul18 2009 10.984m ma 1 STREET NOTES:. g T 06'x 5'AC RAMP. CURVE TABLE - 'e 2 5'WIDE CONCRETE SIDEWALK PER STD LTL:im0. by CURVE RADIUS LENGTH CHORD BEARING DELTA N �.I p h a O44.945 4483' 506'35'51 W 1,01852" 1. 0 p J DE VEGETATED PLANTER 16200 CURB 85 GUTTER PER STD.OTL. 31 I COMMUNITY C)EDGE OF PAVEMENT* IN510E,EX. 1 DEVELOPMENT © N NOSE CURB DOWN OR LAST 6'TO DE INTO EDGE OF EXISTING DRIVE. N 9600 SW Oak;Suite 230 ADA ACCLSIBLE CURB RAMPS PER 0 S1O.DR.5128&SHEET 15. POFtIOFId,OR 97223 SW ANGUS COURT Q6 TRENCH RIEPAIR ANANC PA NG TO y. (T)503452A]0.3 IFl Ani_AA+Y043 SEE SHEET °"'AS RD'S www.alpnacommungcom I 22''.RR.O.W.DEDICATION �� \ / '�\�` J� / C REVISIONS ------ - I _ � I 7' ��i AY © C I 1�\\l \ '� / / NO.DATE DESCRIPTION - • 0"PVC 303 -— aL15. l4. SW 133RD AVE a6 „., s v o EX NDORMLINE w µ µ /{ ABANDONED _ N u w �2 SDMH A9A68 ❑3 Q3DRR'ilIAT69'---------- /'.- w EX CATCH BASIN Q I ------ --- _,�r_, / CI RIM=59298 IYP- LI SDMH/9A170 S E=568/8 OUT I © Q / 1SW 133RD AVE.-PLAN - SCALE =20 pPn flay IlPNI A STORM NOTES: Jf )I C,)/(--, ❑1 INSTALL MANHOLE PER ORS SID. /NT 4 1� 2.PERT DETAILO Ws&N,TR,C,/, HEETTRpL MANHOLE lemmas, N/N/Asoe,I ❑3 INSTALL 4'DIA.CORRUGATED METAL DETENTION TANK PER DETAIL,SHEET 9 20. WILSON RIDGE SUBDIVISION CLASS•9• 600 I 600. SDMH A9�A169 _ STA.SR:3+85.25 _�-' ST ST,11+50.43,5.00 RT, _ - 5} END CURB M..' IM 594:5)59511+/ �- CURB RETURN N 5 PC M..';ACTOR TO VERI( - STA: 6J 24 12.4E'LT. I�f1%VA]IoN-I14-FELT- _ EGIN CURB EXISTING IRED 0 STA:3+65.1,1901'LT ST.STA:14+7226 73'LT C/L=51REE _ _ - IE=537.00 665 OUT+238.5 aT.STA.13+65 I 1fi 597 44 BOMB�A,J] ( ) EL V. 59J.44 SPA STA. .005.30 ST.STA:14.0.32,5.00'R. 8000 LF 48•CMP(10 GA) - - RIM 5982519 AS-BUILT I 5=00050 IE=56-A318 IN(12•V) 580 12•x 10-.�- -12•x 4• 0(�: V IE=58B.r�BMWT.(12T I)535. 590 SW 133RD 's19.Be LF 12•PVC RIB 5=&BB59 0.0040 AV�+, 99.4 LF.12"PVC Re S=n01g5 O. 36 �-- ®®�I-- , InL — L12•X 4•�E a PLuc(vp STORM PLAN S A 4 30.0 $PROFILE EX.SOUR — - _ STA..STA:1 00 St STA:11+0443,5.00'RT. ST.STA.10+ .01,5.00'RT. RIM 93.9682+/- RIM-592. 1 CONTRAC TO VERIFY - ALL PIPE PVC PIPE(INCLUB1�ffffI`��11J�000GG IE=585536 IN(12'N) RIM ELEV DV IN FEUD LATERALS)ARE A51M 0-3034 e IE=58543 UT(12'E) IE=556.5732 IN(+236•N) UNLESS OTHERWISE NO 580 IE=586. OUT(12'S) 580 1*00 1+50 - 2+00 2+50 3+00 3+50. 4+00 4+50 5+00 5+50. SW 133RD AVE. - PROFILE C) DRZGNTu SCALE:,•=zo' vERncAL SCALE:,._ PROTECT NO: 328L27 TYPE: CONSTRUCTION SCALE DATE: AS-BUILT '. . DAP ■ ■ ■ ® 1 IN 20 PT. N:\P-a1\82602Tdw9\As50Nsb5HEE16\626IDs 86S LT dwg-SHEET.PO o 0.4vans. STA. --- ------- ---`=- 9sr IT 0 n bun; o' 0 SW BULL MOUNTAIN ROAD zo 00'LT 11 00 �.. \ :+Ot - - 9+00y _ - ]3T]i, ]31A29. ]+OF0 - O B © D 2300 L7 23.44'LT © il I alpha ® 16 W 16 ® 6 ,W 16` I 16„ _�_�? �f COMMUNITY -� � v; .' ,:a Wit° '. `° o 0 i ,v I DEVELOPMENT \O .`a a tli��'� \; .> = ,. T� �l=��-_ II�)C i?'�OECOICEA.1M\ION II �CK=IM IIIIM - �. �1/2L' _ IN '�® it k 6o _ Y ,Lak!f €1 9600 SW Ook.Sna 230 \ / POTTIOnd OR97223 O \ O©©O O A 0 0®®O I1 N. 1 r ```0 \\c: \ ' IT]sa6M.6amD3 pi 503M52104 \ ,\\ 11 r \ L.I 1 /1 r_.-__.__.-.__"1 1 _-_.- -1 1 r 1 r -- \\Q 6P www.alphacommunIty.com \ 14 1 ,, 1- 2 / 3 4 1 5 6 ® .° 1 \ REVISIONS Ii \ •' \ 1. 1 4` " \ \\ - \ . 'a \ ) \ NO.DATE DESCRIPTION m .' ,SW ANGUS PLACE SW BULL MOUNTAIN ROAD-PLAN S"" ..,.- .•,». •.,.,„.,. ,� SW 133RD AVE. SEE SHEET 8 I° SCALE-r zo• SEE SHEET 10 STREET NOTES: .' STREET NOTES: � ��nw� � ���� CURVE TABLE STORM NOTES: STORM NOTES: 1 1 6 WOE CONCRETE SIDEWALK PER ©30'SIGHT VISIONTRI NGLE 3 CURVE RADIUS LENGTH CHORD BEARING DELTA ❑INSTALL DTCH INLET PER CWS STD STALL SDCB PER CWS STD.DWG §"`4' > '�"""'S STO.OR.NCR CWG.$250 ❑ .,,..a+..*-r xu : 3 SAWCUT AMIN.OF 1'INSIDE EX. $230 ] O 1141.00' 64.54' fia.53' NSB'15'3B"W 03'14k8' ST STA: 1+383529..+3H-t].0 LT. '�` ST STA:8+%]i.]],24.fiS'lT. 81 STORM NOTES: STRIPDE VEGETATED PLANTER 0 EDGE OF PAVEMENT. F. RIM 823 i353 ,1,-,,,, IM=SBB.3&fi01.49 y a ( ®6'x e AC RAMP. - - 1 - - IE-6206793 OUT(12"SE) IE `OC.23 597.19 OUT(10"N) EASTNG 12"STORM LINE TO BE S O CURB ffi GUTTER PER STD.RR". PF�° ]9.71]6.0 LF 4240"DIPS 0.0990 5.65 LE 10"DIP 5=9-01.0.0248 ❑5 ABANDONED AND PLUGGED AT BOTH PP $126. N 9 09 BEGIN STREET TAPER. 6 """ ""`"" I INSTALL R M. INSTALL SHALLOW FLAT TOP MANHOLE ,#+ ENDS WITH CONCRETE n AOA RCCESIBLE CURB RAMPS PER 0 END STREET TAPER. ❑INSTALL.SHALLOW FLAT TOP ❑PER CWS STD.D.$040 mI P®STD.D1L$126 ffi SHEET15. 1 © I STREET NOTES:. MANHOLE PER CWS STD DWG$040 `. ST STA.6+58 71.77.20.50.LT a N�" `" "" �itl' - y 11 BEGIN CURB 1RANSITON ST STA.10+59.57,2600 LT RIM L00.G0 fi0.05 tltltll ygg SET C L.MONUMENT BOX PER 5T0. CONTRACTOR TO COORDINATE - RIM-6100..619.27 ppF, IE 59G 07 59725 IN 12"N k®OIL$170. ( 1 END CURB TRANSITION ®RELOCATION OF EX.POWER POLES T ( NW)44 v© WITH PGE IE ATA 84 1N(12"NW) F3P3 IE S93:20 597.25 IN(10"N) 33 I IF 61664 OUT Or N) 3 IE 906.07 59705 OUT Or SE) *...‘TN 4 11.67 LF.10"DIP s 0.02]5 9 gp 16,723 b ' IA,U-4,A--- 630 630 EXISTING GRADE 0 620re Illraill i 1iII• ®®®® ®®® ®® WILSON RIDGE . lfO EXIST GGRADE 0CL 6s6SUBDIVISION EgIt!610 1®®® .11 IUL e10 SW BULL _��� MT.ROAD& ®®® ® ®® ®® ®®® STORM PLAN 600 600 &PROFILE 1111.11 _ illitd'6'; --11.00 11+00 w+s0 10+00 9+50 9+00 6+50 6+00 7+50 7+00 6050 6+d�0 TYPE:PROJ 96O.: 99903E CONSTRUCTION SCALE DATE: SW.133RD AVE. - PROFILE 20 0 20 a HORIZONTAL SCALE.1.=20' VERTCAL SCALE:1 AS-BUILT 1T O ■ • MISiiii N:\EIAP,A2B0275,0w9ws6 \HEETS\32902]4DAOBuLiAwOSHEET STD Jul19 more 11 SW ANGUS COURT SEE SHEET 13 alpha COMMUNITY / o, A Ned DEVELOPMENT 9600 SW Oak Suite 230 r I �©.` STA 9+209 e1� J \\ Portland.OR 97223 �� ,E=609 s �""". ,a. "ram ''" ..--itapr, s \ I lTIw s03esaan3 504452-e043 2 ww.ClPhacommNS TA fi+s9.a I24 I:cU V / -, $ �mJ/ '+has -c "4 ,4 i y 1 r: •.t, �S` o -`.a, D=e.D' ,' ts dJ / P ,, w rist` "ems ' `.1,-i- - -,... sF f i 10 1 - - ATYP �� Imo,.. I / 10 i -SSMH#9AGBA TYP- ___ --_SSMH#9A092Q �-- - I mer...;.a... ,aim s•oa ..s,.x r,..,+. / STA 10+15.6 j / ---- L-2].6'/ /-r- N STA 8+]].4 / -_. " / IE EA/ ETA'9 559 , STAB 8].1 ---, 1 L 4]4'W/45'BEND l I q SANITARY NOTES: 1. G=zy D SEWER 1 / / // rLD e]8 IL- 1,LO]e ❑85?, Q1 MANHOLE INSTALL S PER DCRWS STD DWG. / d ,,yU /� / / I I INSTALL 4 PVC SANITARY SEWER. E1.. / / 12I n O.LATERAL PER CWS 510 DWG ,��� pa / // I MIN MUM SLOPE=0.0200 PRB�CS- WO LO,,..: L J/ / 1 I - y�oee lfi�'214+ ovscori M- M. L � - Imo\---------------1—------ - J ! . o.n/9R.8( SANITARY SEWER&WATER LINE-PLAN - WATER NOTES: =.AD Q8 TAP NTH(1)TAPPING VALVE& 1 RIRUST BLOCK PER DETAIL.503& 60 WILSON RIDGE I Q INSTALL 94.. 25'BEND MTH THRUST BLOCKING PER DETAIL 560. SUBDIVISION QINSTALL a5'BEND MT1 hIRUST BLOCKING PER.DETAIL 560. 630 630 Q - •LASS.13"" 4NST L FIRE HYDRANT ASSEMBLY PER 542 ALL.PPE PVC PIPE(I ELUDING LATERALS) K. ARE ASIM D-3034 P'•..UNLESS OTHERWISE Q INSTALL 1 SINGLE WATER SERVICE " NOTED. ALL LATER. TO BE SAME"ME CONNEC110N PER OET 52 " AS MAIN UNLESS• a-VASE SPECIIED. @ DETAI INSTALL STANDARD BL0W0FF PER L 5]0. SSMH 9A0S3 REMOVE E%.WATER METER. PLUG STA:10+201fi1 S-H •A092 SERVICE T MAN W BRASS PLUG. ST.STA:1+59.B4.,11.43•R ,,fig QB / AS-BUILT RIMS B18.B885 E%SERVICES TO BE ABANDONED& IE=609.6725 OUT(e'S) '+SUNG GRADE RIM 614.1338 ER SANITARY ABOVE PIPE STA 2 9fi 35 60D'RT. saran tA09 BYO —am ,.,BILLED TO DEVELOP, .,.Y -... - 620-------___. A:: :.n SEWER . _____ ST.STA:2+56.35,80.]{'LT. &WATER RIM=812:•0 &-- IE= 4.80 OUT Ix( Yn PLAN PROFILE - — -_-- -_---IE BB6d9804.80. (8'SE) PROPOSED GRADE ® ___ 8"0.1 MOE PIPE --_ .I1.M-1..."-.-..-.."-___._1_......11. .. _ 670_ D 30 Q,z" 10 -5.]8.8 SDR .— =: 0.0240 D-d039 0 PROJECT N0.: 222-022 COMOTROCTION SCALE DATE: AS-BUILT DO. . 240 SANITARY SEWER&WATER.LINE PROFILE �� �\ DATE ID 11N 20 FT LJ HORIZONTAL SCALE:1'=El VERTICAL SCALE:1"-4' N:\poi\32&03]\Ew9WEAIHASHERS\2280955INI-ASBULTawg SHEET:SSLNN CA 19,2006-10:47am MIS SW ANGUS PLACE SEE SHEET 12 -■' m { �- , / 3 /// alpha I!�"B.+ ,iE:AL ,. . �; \\ OSSMM89A091,//'/ ;�'/ , 7s, COMMUNITY 947 / / ; a 92 1 •' DEVELOPMENT t-' 5� 1, `9Er-,°' I®��� e# ST )+45.i %/ / \ •..`� •/, 9600 SW Oak Suite 230 �R . ,. aE-6D2.4/ / / / \ / "`k' 4 Portland,OR 9]223 ��`a. ,l0 t 0 d '`2��/ / / / , // f nR' 14 5 03-152 8 6 0 3 MI 503-452BM3 E fR.F H: `i'T}"1? < / / 5 /// �® } \ www.alPhacommuMNcom ;? ����►►l.a:. i.,,z oH, 3,y„ ':z IE v9ca/ F / / /i I ,3 'H z! 0 '�"` 5 ^ 'F .D)/ / / I J xo.owRE REVISIONS wrTloN 10: rr L=aG1-s6 G �. axx A •9'.6 I P.£'_ , J /6-59a2-.SSMH A=A0890 I fag I 1 I STA 'Rill7+03.4 , 9 I.. 8 o=6.1 I r'v�i,.1 3D ,'� :1111111f,g:k ,J I �oy_ , SANITARY NOTES T I I I ,ya I U �I I L1 MANHOLE INSTALL SPER GARD SEWER CWS STD DWG 2 75.4. frill J L '� 1 INSTALL 4 PVC SANITARY SEWER _ J I J , �ai L 066' - Q , O L'TERAL E WS s10 DWG. -L 6c MINIMUM SLOPE 00200 �eiA P(IQC, SANITARY SEWER 8.WATER LINE-PLAN SW 133RD AVE - WATER NOTES: scALE:1. za SEE SHEET 14 'A gSTIItTIONSIPER DETATER52SERV' 1 620 620 ..:.� � .. WILSON RIDGE IXA55'6' CLASS•A• CLASS'6' SUBDIVISION 610 _ ENSRG GRADE AS-BUILT SSMH :AD69 SANITARY 166.6p�6 PVr PROP....GRADE `. 1 ST.STA:1442 R M=59S 83 SEWER SAAH S➢1091 SOR,26 p GOONS WIPE _- ___'IEE 591.589 OUT 08'S) 8t WATER 600 RIA.61288903s eG.)e LT. �T034s" 3BiO. PLAN&PROFILE IE-695c39 604.60.OUTT(6'Z'SE) ` _805 �r 1226)LP6.pN SSMH .A0901 - SOR'28 0_ ST.STA:2-1- 11 11.47'LT. IN-604.160T -Sa0�10 0,405 ALL PIPE PVC PIPE ONUDING LATERALS)- IE=596. -T IN(8'NW) ARE URN D-3034 PVC UNLESS LATERALSOTHERWISE 'O IE 598. 7 OUT(e'E) NOTED.-ALL BE SAME TYPE AS MAIN UNLESS OTHERWISE SPECIFIED. - - �0 8+00 IX 7+50 7+00 6+50 8+00 5+50 T590 - - Q. PROJECT No.: axwzT ME: CONSTRUCTION SCALE DATE: SANITARY SEWER 8,WATER LINE - PROFILE ° l9 20 90 HORIZONTAL SCALE I =20' VERTICAL SCALE:,"-4' AS-BUILT 30■ ■ mi. - .APPROVED 11N=20 PT DATE . . ■ MIS3: N:\P:al\32a.A,1w®\MEVIR\NEDS\mZCAPOSw:BULT 9 5H 6 10asamsms - alpha COMMUNITY DEVELOPMENT 9600 SW Oak.Suite 230 Portland,OR 97223 SW ANGUS COURT 1175934524P=3 MS03 4 52-80 43 SEE SHEET 13 www.alPnacommunlN.com L 1+ 1 _ I I T145250 I STA 2+385 I STA:3+i60 1 ■ o s9' L=too 1 L=Lao I r - _ REVISIONS o=s s I — o=s a / Y!-1a� STAo-.aa:a ____ ____ __ _- ` D5 65 I I NO.DATE DESCRIPTION \ L Ex Eo %- —-- MMINIIIIMMIKairra..- ,� _ It -_ SW 133RD AVE w Rw— �.. o W w w w w w SANITARY NOTES: _ Tl ---_ " w �\ yy SSMH//9A089 Q� Qi INSTALL MANHOLE PER STANDARD SEWER / STD.DWG CWS SANITARY SEWER&WATER LINE-.PLAN SCALE: $8 ?N.. i Q.U.i/ 610 610 CLASS"B•. aREzu.--3G�'°PSc"ar"5 TMHE, ' WILSON RIDGE', NOTED. - LATERALS TO BE SAME TYPE AS MAI UNLESS SILO:. SE SPECIFIED. SUBDIVISION 600. -600 EABOVE x1511NGPIPEGRADE ----- ------------- EX SSMH ---- STA:1+00.00 ------ ST.STA:9+91.01.5.00 LT. ----__ _--_- RIM.-.592i08 I ----------- � AS-BUILT IE_563.60@OUT IE'JI}-_---- --- =36aeD 001(a•. Y dF. SANITARY 590 SEWER O.O Ta 2"STM.I _�0 42..44 LE e•PVC SAR-zs D 30sa s-9.e1s3 SSMH#9A069 8 WATER ST.STA:1 21ST45,sas.4s PLAN&PROFILE -� RIM a 598.63 IE=5912639 IN 6" IE=591.-:9 OUT 8 S 580 1+00 1+50. : 2+00 2+50 3+00 3+50 4+00 4+50 5+00 580 C) SANITARY SEWER&WATER LINE - PROFILE PROJECTED, 998-097 HORIZONTAL SCA..1"-SO. VERTICAL SCALE 1 4' TYPE: COIRDRUCTION SCALE. DATE: a9 0 10 29 <o AS—BUILT s 14 APPROVED - 1 IN 90 FT Nnmq\325027\dwAu:emn HEEIL\9280275 L :, 10.480msms LP.ELEV=01218 .. 2. eiv PN STA 2+Js PN ELEV=811.88 '., I.�. AD.-5.08 �M Ha9.B5 alpha Gti1Iy 5zo �IXCA1 SBGGRADEm s N 620 COMMUNITY �. F lit,„ �_ E 040 e m DEVELOPMENT \ ' - -\ 9 9600 SW Oak.Suite 230. \\ `'^''` # ,'f",„Ip'a," - mom__ J [...fiend.OR 97223 \\ \a }5; S S ROP D CRADE O \\ �`�.s��l�++" �4'n uSdu� 3uf W OF �'tY kN din m Wi.e52E0D.3 Ifl 5N452E043 3e g9 a � iS''^ WL- -SAC Sr Sg'I www.Olphacommunily.com \\ a't r -610 ti..E 010 Ti i \ I. 4 u-.,; b REVISIONS -}j 4 5 93 'P u, a -- NO.O/ yo 600 - 600 Ar CURB RETURN NO.3 0 1+00 1+50 2+00 2+50 3+00 3+50 EDGE OF PAVEMENT ELEV HORIZONTAL SCALE 1"-itl - cuRBRBTURNxa2DArA'. CUL-DE-SAC - PROFILE - CURVE TABLE CURVEDATASTREET HORIZONTAL SCALE,"-20' VERTICAL SCALE:I"- CURVE RADIUS LENC1H CHORD BEARING DELTA 0 Bu O. 28.00' 10.61' 10.55' S12'22'S2"W 21.42'30" OVB 71123'12 WRe xE-lU 18 f0ATA L 6 4+T 910 CURB RENNI NO.2 DATA O MOO. 34.89' 32.67' 03420'02 O.. 42.50' 2025J' S8.46 N fi'41'13"E 2J3tl5'49" CURVE DATA 'W +1&7®B/+ L 5271 , urc RauNTAx - MNONO, sP euu Imp wNNsdl k x i///^�' 0,:dr x I S t A, it 1 WILSON RIDG�1 r' 0� A. I / � ` ` i- \ �4. _CA li SUBDIVISION `yy " '",,a O (o "7 "^ y"k I s T STA.3+a a, / / / \ ` 1••, STN 1+00.0000 � i Sir z,m I IG T.ELEV.-815 39 / / \ \ � 1 fi�/ GUT ELEV.-815.38 yam} ,4, h �\\ / // i �/ \ 1 'i� y 9 B .STA 3+51.62 /// \ 1 I b ° � ' 071,13V6411,40..,, 4 �* CUT ELEv fi,4.z4 / / )1 , ® A55• >1 a V r PC S A:1+40.J 1 +.i zv Y. y u ;\ // /// \ , 'p " 4i *6 >�. ,�y .R:Ab h \ : GU ELEV._614.5J ,{ A� ?. t. N 4 \STA ELEV.V9.3J / / 3; J \ 1 y #_. i4 #� m.€ \ 72 +s ,w. �'t�'r?,6a :s �, \WT .=6Ja.s�/ AS-BUILT i4 J \/ Z.. t �? h 9 PRC STA,t 51.35 vL 24+ } it `J/ / CURB 4 :0, r ''t,''` " '.4�f'"� �zn 4. cur ELev.-s14as a a �. t{'t,:� / / , \ afi ` ws,� -+z m z .€t stl r s/ Dui E�'m12 b1z BJ RETURN 8E / Via ' .,,s"qS $ a 4 �, CUL-DESAC STA J3 O / /l , \J - t�z^gti � ''A Aar A:' -cur EIEv.=613.9 I v� t,t ;" .A 'S \/ ,: r4. ^' ✓ /. v . ti, < > cEN1ER De ?r DETAILS I ,1'-, titter"' A l y a * END S A W&g . .¢13B3. T z 4s / I 'u - a � i sr:I+9s fish �\ ,, ¢ENt ./ 5 +f PUT EtEv 612 A w .y J fit'; ' 'Y .°t y '�' ur.ELEV.=bl3 as s A ¢ s j .> / 2 fym`e.1' # 6 B $., / , a a sm:2 IBm $,1,r _ 9 '1' cur.ELEV 61302 t \ , t1 ,y+RstkPp" ��Yi, iF, of' J °a /1_ _____, , g .:110,012 , h\�w" ' ``iJ, S (DL./Yf.. Ill,\ - 1� i.,_„ ,,___/ � �1 \4 -, '`' I'LJ•iW'TI' / it/ ll STA 2+4036 r ROJECT NO.: 93B-03T 1 ' 1 ^-A�'',J V�,,. i / \\ / GUT El n_6125J i ' i \�\ TYPE: NO..: a- 1I ' . r R A. 1V i g 8 MTE ®i I •[ AS-BUILT CURB RETURN NO.1$2.. O CUL-DE-SAC - PLAN O DAi` EDGE OF PAVEMENT ELEV HORIZONTAL SCALE 1 AMMO HORIZONTAL SCALE:1'=1 N:\pr.*22502TWgUsbullh\SHEETS\32B02J0EI-ASBUILL.9-SHEE60E11 JWI9.206-10:44amsms PERMANENT SIGNING LEGEND LEGEND °:. N . N��rrMT.,� .o o ® - a›�.. �Q, r� ;oo ,�d� alpha ...,a r /♦r COMMUNITY �N -- N �I� s��� DEVELOPMENT a�61 �� O pFRpA�ENT SIGNING LEGEND s ©/ _` .yb 9600 SW Oak Suite 230 m rr w 18 .ruu rr DO MIA Nrxar w6A \ ' \ Portlantl,OR 97223 d' S rx t >'lJ i 0 swdslam3 S--52coa3 rr N.oo [-WALNIT w .clPhoc unity corn r... x.rrNrrr.� r.Nrxrr us. O nrrri a.......n s� - �n¢ TYPICAL"STREET NI ME" I NGS0Mo SLOT lur.sou) O,oco xa. IU>DEX 6 SIGN LArour REVISIONS t .70117,19 6 . O�` TYPICAL SIGN LOCATIONS �.I. '11S NO.DATE DESCRIPTION �.� - gag.rit.OR rlm. 9'STREET NAME SIGN BLANKS Ma mn�rllt.. min rx[Yr x a:17 . ,,.r,a .,_., xm:r L�J. rxm N. 1r a� s�ax ..x x�r®ra rr r _ xN TYPICAL SIGN INSTALLATION Pry �4 B8 1\ I I ''M.0"` WILSON I ,'` % l RIDGE ' ( 1 Its -, I SUBDIVISION I ■■ it I 1 ,/, ` `i � r--- li 11 I ar I \0 //,, //// / ��` \\ \ A$-BUILT I J I _� 0 / // 4 ,/, STREET : If \\ SIGN 1-,L /` i/// 5 / ��<►. \ * PLAN ( ram ,\ @r ';,,J ]� 6 1 ,L 1�4 r 10' I I I O II 9 I � I ' - ` I I 8 I I PNOJECT xo.: axa-01> 1' I"I I I 1 ME: CONBTROCOOx J 1 J 1` I L I I I I i I a0 1 SCALE DATE: I- _ I I AS-BUILT "„ '® 1 ---- J�____. 1 1 DATE. • • • -- -- — —J I�QI, I I Mi APPIpY® 11N=9D PT n:\,rnasso �amnh�s snawa � xEns�.amo>nw nse r mLTewe SHEETJul� iv.xosll:osrm.:.r 16 R i'-1 nLl PxR T L E°:ixx ocu w ,x4 a„,x O 1, .rv'�� \t,P s xW,, f !//., // ,, ,,i „ PA �wmJ �aIr 1r' F - xx �wm alpha w,�mwry SIDEWALK ADJACENT TO CURB G G - axs za 1 \. q 0. �\ .MAINTENANCE ACCESS n COMMUNITY � ,Ia°� 1 - „xm,. w off' i°) DEVELOPMENT wAR ,..4, P cou.crzo wemeoz NOTES ) x+ar uTw. PLAN VIEW s / 9600 SW Oak.Suite 230 x) /� Portland,OR 97223 ors 'SIDEWALK AWAY FROM CURB xU RUT00E rxmu0xc a— -A—�w.r �, ) —��4�%• " R7 503 462 8 33 1Fl.w3452-8On9 xA n,, ,aaxxwww.DIPHac urnN.com a /' PEDESTRIAN PATH OR BIKEWAY J - wcm /a.v en c r. REVISIONS r cx rz x z venous.. u a _ sm SECTON A-A ,_cwm m / s amr anxwT, NO.'DATE DESCRIPTION uc x aro ss nx sE{A )ow AwwouR mount PE ax ww NPE °A x xA.�xxx x.a. r,/',PHN o E STAMWRD CURD : / maw CURB,c /' oucmvx. -a o� s Wd& 120 _ 125 Yew .. :T26 „m 9BTe W .,_.. ER 128 &` i trekry PEDESTRIAN/BIKE Pa 166 + 1 v � ,. 3 / / l rnxe P,vd.[xT rsxa vw cu,an axmnim 1 uw i. MP=ifffrt �ITR17 R m \(' ,i VARIES' �® ' I moR I L Sim ry ei �-CURB ANDNGUTiER ' `>^ S(t/ !I" s IMI rvo.z /J 10a I Na 10 - l 1 �1 D ®®�®_oewue l / .`— A 8 I_l "ns'G oo MAx email It r,ws, . CURB wwox MONUMENT CASE&COVERBAN E� AAO,Kcv,wert rN owwc N ''' pS ill I xx nc 3/A a 1a2a`a 5S` ,. xrNr RoxL:ro RE�,=,�wn+ow . n snrvw _ MINOR COLLECTOR MEET& 5 STANDARD CURB acc a.ff °xx lad currc .,.,ba / , ( xn 1 ssx I.. m/.m/m yy ( )rar w,rx Nr 4' SECTION A A rz ac a ws u curt - r.,O.E MAJOR COLLECTOR MEETS 'AA Oc—K_ 1 xx C �w E WILSON RIDGE ox m, .E. xrowTOM ro. MEO TO a r xR,EwwR ..,...°L ...mxxmx� SUBDIVISION .eve / ..............7.7.7CURB KNOCKOUTx. 1\ MONUMENT: o. TANDARD DRIVEWAY w m� , KEI 180 a=�>� a 145 p R s 70~ 'SSA -m TNT 142 m $ m — AND REPAIR 182 p E SIDEWALK ADJACENT TO CURB _ a @ N, .fit TRENCH WIDTH , v°1-°' -°'� ilII01 I h, ��z , f osar wmmx . — :3 H,T, r E ? � wdc 6 x.� 2 5• Row owP �?� A wre ' ®11I\t_P �I K AS-BUILT 11,74 - —F x ■111�7: `io m r 61Q mww STANDARD m rom F 12 x EWAN,AA N o �' PEw c ) DETAILS MIN C1■ (ssm rcrNs xo..w�s)s`x erm s so-wcmwcx ^,: G� (sa Nme,) .SIDEWALK WITH PLANTER _z f uu.e as.. ^`: �S` :mum S - STRIP AT CURBu III ,mm - 'Me® II! u Ili h. l, a,;1t;�I� �w � �, �.- 7 n A0ry �) o N D S / TELEVAWON n..(7), NDTES Ip�,� ma 1 zs� nm Aso PROJECT NO UAW 8STORE x 7.71 s) ) TYPE: CONSTRUCTION emxus P CONCRETE PAD �rre mnpx,�c DATE: xmw 411 /swan ARMOR 4-1/2'MT FEET orrx� STRADDLE B . c �.� TYPICAL O m / exsn _ A� _ \ w^..T .�,e om Tuow m 4 ti aq 561 m KM 503 p „,m We WATER DERV CE 520 m F o 542 m DE000 560 17 m •_• m o •_v m N:\mWPOAWHATtlwA\AWAINANSHEEIS0O20UHTDTL-ASSULT.tlwD SHEET DETAIL I Jung.SODS-ICSRamsms ■ ■ r t r PLAN ETRI 11: d+mod FI 1 I�r .maalpha NI - i e _ R 7�o S S III I 1 ����i � .r..r� ._ P7 O PLAN�Eww.w.a COMMUNITY . re w �ili , � � _ ��f • -;.am9.1. P, DEVELOPMENT 7,Lier SANITARY STORM `E�xiYiY. I I `e cw®� zn c I � rr ..,__ -Ili ' 9600SW Oak S rte 230 1\ �� 6 • i. 'I:.Z SP � lei.2 q q .'°.,,® I I E i •..w, 3 Portland,OR 97223 , rill 79.... Fru nv.u�. r I IT ��1 -1114 a.c:.�mrcm°........... 3a. «o y iAie d IR 503-a52-8003 HNC-452ma3 MOM! MATERIAL. ,r. ...,.... 9�tl .max \ € III. I 0411 � www.alphacommunilycom Mr f 7ng... IN - 'lleffalle REVISIONS . _ NO.DATE DESCRIPTION _ 53"":. ..a m' .m. r,d... nNATION. MANHOLE STEP SUBURBAN AND STANDARD CI�YNBxeis r SIDE SEWER/:SIDE STORM .?" .� �AREADRAINF ..... - Rar STANDARD MANHOLE "Zs ,,,^,� MANHOLE FRAME AND COVER O®Vwr Seniew Q-tr' S9vin ........ ,., x` :. N .�.«.. PIPELINE a®aw�. xn nx-xrsr wx�.°„° ... x°. T1PE II „„., R Al —I� CLASS^e^ _ F�IMa _ L( MI____ Y d sEcnox A ®J FLAN PLAN _ r 2 °.mz a 16�PN', i, / 1 . 1.. .,� w w e_Hlin �/ _ h� �® n" ▪1111111 11 III f umu.mm�rlI— IIIINI 111 III ''ol 1. ^^ 1111111 1111111 1 SECTIONa IMA — RTCiiiiiii I6 „� W.°" Ippw®: o.aNNII91 1111111 1111111. ...^M... �� _ SECTION A-A SECTION a-E i `. —-..... . .4'e PLAN .®r. ....S—S ,nzoa w. ...a.� .�rww '' WILSON RIDGE w . xmm ... • _ ..v..m. rxwuuma PLAN INLET rm�.� r..:. m a CATCH BASIN ••°•• •• DITCH INLET...M,.,,,m...w.,'. SUBDIVISION DITCH INLET ama�e S TRENCH BACKFILL CATCJi BASIN(CG-30 MI.NO ASOawV�Sk swfc® 5"T® FRAME AND GRATEL-G2 I �^^_ 'R ox w FRAME AND GRATE oN..Cl.tV� 3a sm wuw.o DETAILS ,AAAo- 4auN5r AA.. �S nix AS-BUILT STANDARD DETAILS wh =sue °o Irs6x 'n Of COPPER xMAY SE U.IN u4PERMANENT NJ CAM VAL. ,pw MN PROJECT NO.: 392-0r o ix Ivix• TYPE: CONSTRUCTION TEMPORARY. DAIS: �. rrw AS—BUILT ii . — Zv0 09 STANDARD 570 r APPROVED 8 C:\work\BOPINL916\S2E0290R-ASBNLT.tlwg SHEEPUUAIL.2 Aar 182086-SS6pmpoc x..a a..wee...1 <.. O. $Q.-n.l BO-e Mon..5061i6 I � ~'I~ ^ v/x r e.514T" wn L Wil ' r am AI _ � -1 , r m f�, i, PRECAST BASE SLAB TYPE Ila PRE..BASE SLAB TYPE re Y. '7:m•��—�e„ r COMMUNITY .. PA r:,11, ®S `` sr" 1'' gas r� yer .. at e•aa 6111 ON„s „OA „ DEVELOPMENT r � �. _. B A� PE Z MN9.3S.71.M9:.Yu SH y. .dr Fre,. ,.,, as IGSSiiF>5•GT.TSCii i2i'.�rsY 9600 SW Oak Suite 230 `�... Pw 5 O. BAD Br" emu':aa..ar.. .manhole 5ao� Portland,OR 97223 L _� H "w:m M x „ems"▪ fie v.ma.n..a7: SSE SLAB TIPS ( PRECAST SASE E 4/ mx i..iww "` ; rie."e"' :'" os a. NJ 503-452-800310 5o1n52Eoat A. j-� 6a...easisassausiesils. m -av P M R wn air a+m m a ou uw w.. IPh com ty.com an a so n ass we ma we / t 1�� illii p� ;°� `w.. °°'raw =3 9grAem T WMSrEr.. I'''''' 4�, «AW ggqq try' °,`�?` _ " - _ REVISIONS .,+..14,0 '''''' • I � % �% _ eO M r v _ NO.DATE DESCRIPTION ��a...CM 5 d SL. en. ..awe.?.o... or az or 1r 4 �^ T d°' a.'44. al ova m wwnv. ..Bey 3.".` I r ^:"" -""- r x.. r r r e.0 re..-IRI�NSLIR i. IRFSmFLFS55.. -.- w .....r A „..,w eet e. x..•: I 12Ia, SaNArrcr I Envra.�so.,a «no in so a.m.. sP P� -eASES OREI s :. A -TA. a�xtr4 a�,,,„4 P re'r am0.T �Sem in ae �r DuwHL HOMO � DRAwa HO.BB . sang aaw.xa ao i'u °" a.HM. haw /// \ �• r 11. ,B.A. L „ .. flUBeER G eKFi •88 xP as I -_� I, �TIII� .—. v .e i""'7I IC�illi_ .uss x.a BRAT TOPI ..=a Hx. v r I /MITT ..a .[�11ii� ...--- oil +..wr. +mm Y1°o �.... ^.°' 9 R ..E �� �,..a. //,G�� . 5:,1 :•III.— II�I� w.m a.+w 4°`go D .. ...oor,w.H -.... J�,a�MJ ' ""'= Pow" .e" et ,z a iP�,�11�,1 . o n o P' :e'er'ownsest �®C .unwe ,, a • k.. I®#1 !��) lexenua .Bel For Ilse ti.me 40046 P SLAB IWO..•'a SECSLN ---.' r. � ' TOP SIRS'A- I Mr sue B' I P 5 / ®w 1�1 �I nfa 111COVER OEM y Se.rSN�Y"bBN ... tr � gS' . ,21%...1-. .'"W. nee��ew.. p ;, WILSON RIDGE B N SUBDIVISION �„WA A,A E.,z inn. . .• E LARGE PRECAST CONCAVE MANHOE T-CUT WATER QUALITY a SHALLOW FLAT TOP Base&aloe RaMtaamont 10e w,3m OI gs6nr 10P 6YA� • �pyw o. .ASPHALT DETAILS cm..w.1.4�9.T .Maw w wuwk0 Na NO .wm °NPX41C Ho ."� as .so MANHOLE ate PRPHHa xo.Pea MANHOLE O®51irT�S�vb AS-BUILT STANDARD DETAILS PROJECT NO.: 329.027 TYPE: CONSTRUCTION DATE: AS-BUILT APPROVED 19 C:\ :k\BGPbt_916\39&1S)UTL-ASBUILdwg SHEET CE,AIL3 ADIS 956-SO/pSI pac GENERAL NOTES SI alpha o mMr5 COMMUNITY IXIIt p DEVELOPMENT 1.5W90.95r ill, �/ Pa uprsslcl r 9600 SW Oak,Suite 230 rs0wu8 2 rmu u WELL.MANTEwmCe vmx50 OMR,.wl AND MUNTENANCE GLEOWNES FOR MOW Portland.OR 97223 avm ruune PRECAST MANHOLE III 503452-AD3 195034528043 STORMFILTER DATA MANHOLE STORMFILTER-PLAN VIEW I wwwalph c Inunly.com 36"INLET PIPE 12"HOPE RISER I S FLEXIBLE COUPLING mmE5"M REV1310N3599,5 / „MATERIELNO.GATE OEBCRIPTION • �12"OUTLET PIPE - .� - ww n Oliii MANHOLE ACCESS - PRECAST MANHOLE 1Er mn Nimiimffiraffiffisi EST_ I MANHOLE STORMFILTER-TOP VIEW FROM ABOVE RINGS - Hr saMWA WA 2 fLrn WIREME959. PIPE MAMMON RC, PLAN VIEW �M w III®' � 5re xoressa sum mwR ALL PRECAST SECTIONS SHALL CONFORM TO THE REQUIREMENTS T - ie M em�t}v Ieee xO"re 1 u cur uxE YYY:OF A.S.T.M.0478 AND CITY OF I FLOW CONTROL MANHOLE -TIGARD STANDARD CONSTRUCTION t ;11 tI J� 111 N TS _ _SPECIFICATIONS ALL POURED IN I:a film"Al PLACE CONCRETE SHALL HAVE A L .u�n.,��I IR III� 28 DAY STRENGTH OF 3000 P. RS1 m �� 2"TO 4°SLUMP. ��� uTI 1 5W DETAIL v2 x BOLTMANHED FRAME UNLESS MANHOLE STORMFILTER-SECTION VIEWy _� .BOLTED COVER UNLESS '.ore 7 r, .OTHERWISE SPECIFIED 1 wM''°x m PM COW ME wort EII_' RIM ELEV. 59310 larcwrc+wTow I 1 PROWOE 95 MANHOLE STORMFILTER-OUTLET DETAIL 2 5 .ADJUSTMENT GRADE s i RIMS FOR 6'1D 12' xmnxrim x mrosf®.wlm 2r* .`O`er PRECAST 7W MANHOLE STORMFILTER PRECAST 72°MANHOLE STORMFILTER —` 'Qy�A'10.2K3 StOPR1Water3GU- .PLAN AND SECTION VIEWS 7c $LOITT1Wa'IEP36Q- TOP AND SECTION VIEWS,NOTES AND DATA 2c Q STANDARD DETAIL STANDARD DETAIL IMANHOLE AND BASE wremm.IG+exx 1°� mrn Imxwwx Ixw - m I II PER STD..AND ® wre�l xa. Ix�wrcx•<xman Imox:xx low®,.w. .,] NOREGONdT'60. MANHOLE DETAIL mum wAo/6-� 111111 WILSON RIDGE LA�DERSPER CWY ASS ® - SUBDIVISION Dwc.yloo.TYPICAL 6g RIM ELEV.=593.9062+ RIM ELEV.== ,57 595.11 1-/-HAND HELD LIFT HANDLE '°�. /- 11111i FLOW CONTROL MANHOI E NOTES fir. ��.... AEXCEPTLTOVO AS SHOWN OR NOTED UNITS SHALL BE CONSTRUCTED IN MAX. OVERROW ELEV.-59099 'ACCORDANCE WITH THE REQUIREMENTS OR LARGE PRE-CAST CONCRETE T MANHOLE.PER CNN STO.OWG#650,SHEET 18 - STAINLESS STEEL STRAPS PPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF THE SAME 11 1p®I ,(SEE NOTES FOR DETAILS) MATERIAL,AND BE ANCHORED AT 3'MAX,SPACING BY 3/4"DIA 3.90"ORIFICE ELEV=588.50 STAINLESS STEEL EXPANSION BOLTSOR EMBEDDED 2"IN WALL. CC THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM SOLID WALL 12"HOPE RISER S. HOPE PIPE 26 MINIMUM OUTLET SHALL BE CONNECTED TO SEWER PIPE VIITH A FLEXIBLE COUPLING II,. THE VERTICAL RISER STEM OF THE RESIRICTOR/SEPARATOR SHALL BE THE 36"IE N 58fi.5732,� -- I . 12'IE OUT SBfi.§]22 SAME DIAMETER AS TIE-HORIZONTAL OUTLET PIPE F 2.. AS-BUILT NOTE,CONTRACTOR TO SUBMIT SHOP DRAM. fRAME ANO LPDDER OR STEPS ARE TO BE OFFSET SO THAT FOR DETENTION SYSTEM;INCLUDING FLOW STANDARD c.."T/SHEAR GATE 8" - CONTROL MANHOLE,END CAPS AND pp CLEANOUT GA IE IS ISICLE FROM TIE TOP: COMMENCEM 14 DAYS PRIOR TO MIN OIPMETEft '_, FLEXIBLE COUPLING CLIMB DOWN SPACE IS CLEAR OP RISER ANO GATE COMMENCEMENT OF CONSTRUCTION DETAILS CLEANOUT/SHEARGATE SHALL BE ALUMINUM ALLOY PER B-26-26 32E. 3 L.F.OF 36"HOPE 3 L.F.OF 36"HOPE LIFT HANDLE EITHER SOLID OR TUBING WITH ADJUSTABLE HOOK AS REQUIRED.NEOPRENE RUBBER GASKET REQUIRED BOWE.RISER MOUNTING FLANGE AND GATE FIANCE MATING SURFACES OF LID AND BODY TO BE RESTRICTOR PLATE MACHINED FOR PROPER FIT.FLANGE MOUNTING BOLTS SHALL BE 3/4"DIA. �� T005 C.F.DETENl10N TANK 7�4.10"ORIFICE STAINLESS STEEL SECTION.VIEW OPENING AT 565.07 - - 48"DIAS x 80'LONG SOIL CONTRACTOR TO SUBMIT SHOP DRAWINGS GATE SHALL NOT BE OPEN BEYOND THE GEAR OPENING BY LIMITED HINGE CMP MOVEMENT STOP TABS OR OTHER DEUCE FOR DETENTION SYSTEM,INCLUDING FLOW - - CONTROL MANHOLE,END CAPS AND CONTRACTOR WILL BE REQUIRED TO SUBMIT A DETAIL OF THE - - TRANSISSON,14 DAYS PRIOR TO 48"IE=SB7.6B SBfi.65 COMMENCEMENT OF CONSTRUCTION. CEA LNO SORAT GATE AND HAND HELDLIFT HANDLE TO CITY OF TCARD PRIOROF CONSTRUCTION. 14 DAYS TO COMMENCEMENTSTRUCTION. S=0.0050 FLOW CONTROL MANHOLE k`•:T A. _' ;ETAIM 48'IE=586.5722 _ 06 i4_SA fi.����� j�j PROJECT NO,: 8Y94137 ' TYPE: CONSTRUCTION DETENTION TANK DATE: SDMH N.i.B. AS-BUILT SDMH N2 NT8 @OE NTB AF 20 � NApal8.28012\1w9YAsbullh4SHEER\32002TDTL-ASBULiclwg SHEER LIETAIL V 19A06 10:955m sm. -