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Plans (56) per., « Cif .. G?U 9 b 6.)04 V J. REcEivin m OAKSTREET ESTATES NO. 2 AUG 01 2 ENGINEERING CONSTRUCTION PLANS ‘..,1r ; i, _ ,,: as � 0 fir¢- Eg! 2 . APPLICANT/ EE ; URVEYING/ :@,, 11 LOT 20 , TAX Lor 9200 TAX LOT 8500 TAX LOT 2300 DEVELOPER NATURAL RESOURCE/PLANNING/ 2 '' 2 a TAX LOT 9800 I __ =o o E TAX MAP,S,2506 BIGGI CONSTRUCTION ARBORIST/LANDSCAPE TAX MAP ISI 36AA I ��rn TSW VEMMRAGPoVE 1-7-T ��T ax MAP,s,36AA ARCHITECTURE FIRM 0 g o N I = �� �y .III ___L �T �� TAX LOT 9900LOT 9T a CONTACT: VINCE BIGGI a 3 o` z _ TAX MAP 15 136AA LOT 14 OT 21 ax TAX LOT 36AA a TAX LOT 8800 r I 11605 SW NORMANDY LN —�a LL a LL 1, LOT 19 TAX LOT 10206--' rax Lor 93ao rax MAP u,36AA I \ TAX LOT 2400 WILSONVILLE OR 97070 AKS ENGINEERING & FORESTRY, LLC. .--r --ff-* ,� f I' j TA%MAP Is 1 36AA 1 \ `< �� ! AX MAP a 13aaa TRACT B LOT 10 TAX MAP 1s I 2500CONTACT: ALEX HURLEY, PE, PLS, PRINCIPAL Z Y �L r ~T ax LOT aToo PHONE: 503-682-7292 LOT,s _7 r—n E _ _ LOT 15 12965 SW HERMAN ROAD, SUITE 100 _I( PROJECT J 1J I i _ I ) f s i '� SITE 1 k — ax AX LOT� aA GEOTECHNICAL TUALATIN, OR 97062 co W -T j�� b-----iW TAX L01 9600 TAX LOT 9500 TAX LOT 9400 TAX MAP 1S 1 36AA \ ENGINEER PH: 503-563-6151 ,-- J h\— N l_ - �'�I g~- ~ TAX MAP 1S 1 36AA TAX MAP IS 1 36AA TA%MAP 15 1 36AA LOT 8 W i r 1 I I t -fi \ r---Wr I 1 LOT 9 I TAX LOT 2500 r ' b or la or n Lor Is uz MAP 1s 1 2soD GEOPACIFIC ENGINEERING INC. FAX: 503-563-6152 r 1 _� —ja--��'<I- , LOT 16 0 T� ' �f � ��' — —— —L— — CONTACT: JIM IMBRIE, PE, GE II \� r -_ s I, s a 14835 SW 72ND AVENUE O �� � "`�� G TRACT D F— �' 1 ,, , , ,,---- ,, ,, 41 \ I I (39) ail TIGARD, OR 97224 (��j T ,� A — — w (46) 45 j TAX Lar 2600 Oi —' ' —l\~ ' LL-I __i,_J L—'O Q I TA%MAP 1S 1 25W PH: 503-598-8445 �-u 9 I ; 1 aTn W �' i -7 TAX LOT 300 , T 1 ' , 1-- I I I �_� _-- p T 1,1- TAX MAP IS I �; UTILITY CONTACTS o 44 Z_ L ` r- 11-j--.1'—i-5-7. T` -�7 T L�J H / 36AA ' I 1 W�� N , , ; � , x ,\_Y _ . r 40 41 ?I >o _ Y-- — _ / 3I TAX LOT 2700 POWER TELEPHONE W Si gL � TT 1 T 42 PORTLAND GENERAL ELECTRIC TAM NGUYEN �� J i 43 TRACT C LOT 18 CC IBJ �. �� TAX MAP,S I 2500 ' IswruI 14 7 I L— ,<<!i _ , W ATTN: TOD SHATTUCK FRONTIER V� 1 I j I % �� SW 69TH AVENUE \ 2213 SW 153RD DRIVE 4155 SW CEDAR HILLS BLVD `� � ,.M'" -/-1� �Qi�� — BEAVERTON, OR 97006 BEAVERTON, OR 97005 N jam/ �� T i PH: 503-672-5466 PH: 503-641-4463 \ z I-- l tel �— r q \ � TAX LOT 2800 EMER PH: 800-921-8101 1(SSA t% T NI __— - TAX MAP LOT 19125DD Q Z Q VICINITY MAP ��o^Oie�a‘s mJ- GAS CABLE O 64 GC NOT TO SCALE Pp��P��02��p00�� OI LANCE CHEELEYNW NATURAL MARGARET PORTER COMCAST 1 �gV I N IN T 2 0 NW 2ND AVENUE 1 00 SW BRIGADOON COURT ` PORTLAND, OR 97209 BEAVERTON, OR 97005 ~ SITE MAP PH: 503-226-4211 PH: 503-596-3809 c 1"=60' EMER PH: 800-882-3377 EMER PH: 503-596-3811 z SHEET INDEX SEWERS WATER Q COMPOSITE UTILITY LU GENERAL THERESA REYNOLDS RYAN SMITH C000 - COVER SHEET WITH SITE AND VICINITY MAPS C150 - COMPOSITE UTILITY PLAN ROB BLOCK 1850 IN VALLEY WATER DISTRICT CITY OF TIGARD 1850 SW 170TH AVENUE Cl) N COM - LEGEND AND GENERAL NOTES 13125 SW HALL BOULEVARD BEAVERTON, OR 97003 d C002 - EXISTING CONDITIONS PLAN TIGARD, OR 97223 PH: 503-642-1511 I 4 C003 - PRELIMINARY PLAT STORM SEWER CONSTRUCTION PLANS PH: 503-639-4171 EMER PH: 503-642-1511 I"' 4 C200 - STORM DRAIN CONSTRUCTION COVER SHEET EMER PH: 503-639-4171 )0- 1200—CN PERMIT C201 - PUBLIC STORM DRAIN 'A' PLAN AND PROFILE PROJECT LOCATION: 6909 SW OAK STREET I C050 - EROSION AND SEDIMENT CONTROL COVER SHEET C202 - PUBLIC STORM DRAIN DETAILS TIGARD, OR 97223 C051 - CLEARING, DEMOLITION, MASS GRADING, EROSION AND C203 - PUBLIC STORM DRAIN DETAILS W Z SEDIMENT CONTROL PLAN C204 - PRIVATE STORM DRAIN PLAN (1 OF 2) PROPERTY DESCRIPTION: TAX LOT 400(WASHINGTON COUNTY = 0 ASSESSOR'S MAP IS 1 36AC)LOCATED IN (n -5 C052 - UTILITY, STREET CONSTRUCTION, GRADING, STABILIZATION, C205 - PRIVATE STORM DRAIN PLAN (2 OF 2) THE NORTHEAST 1/4 OF SECTION 36, EROSION AND SEDIMENT CONTROL PLAN C206 - PRIVATE STORM DRAIN DETAILS NOTE THIS DESIGN COMPLIES WITH TOWNSHIP 1 SOUTH, RANGE 1 WEST, CC C053 - EROSION AND SEDIMENT CONTROL DETAILS ORS 92044(7) IN THAT NO UTILITY WILLAMETTE MERIDIAN, WASHINGTON W INFRASTRUCTURE IS DESIGNED TO BE COUNTY, OREGON C054 - EROSION AND SEDIMENT CONTROL DETAILS SANITARY SEWER CONSTRUCTION PLANS WITHIN C300 - SANITARY SEWER COVER SHEET MONUMENT1—FOOT LOCATIONOFA SHOWNSURVEY ON A TREE, DEMOLITION, AND GRADING PLANS SUBDIVISION OR PARTITION PLAT. NO EXISTING LAND USE: SINGLE FAMILY RESIDENCE () C070 - DEMOLITION PLAN C301 - PUBLIC SANITARY SEWER DESIGN MODIFICATION OR ANAL FIELD PROJECT PURPOSE: SINGLE FAMILY DETACHED RESIDENTIAL 8 C071 - TREE PRESERVATION AND REMOVAL PLAN C302 - PUBLIC SANITARY SEWER DETAILS LOCATION CHANGE SHALL BE LOT SUBDIVISION IN THE R-4.5 DISTRICT °mp'm 6Y: ,ISA C303 - PRIVATE SANITARY SEWER PLAN PERMITTED IF IT WOULD CAUSE ANY DRAIN 9M .15A C072 - GRADING PLAN UTILITY INFRASTRUCTURE TO BE DATUM: ELEVATIONS ARE BASED ON HOLDING `°IX PAS C304 - PRIVATE SANITARY SEWER DETAILS PLACED WITHIN A PROHIBITED AREA. SCALE AS NM STREET CONSTRUCTION PLANS WASHINGTON ALSO STAMPED "CITY OFNPORTLANDO 6ATE.O6-°N 2016 C100 - STREET COVER SHEET, CROSS SECTIONS, do NOTES WATER CONSTRUCTION PLANS BM/14181° LOCATED IN A MONUMENT 80X ri g CM - SW LOCUST STREET AND SW 69TH AVENUE PLAN AND PROFILE C400 - WATER COVER SHEET ATTENTION EXCAVATORS: ATFERRY THEROAD RAND SW 65TH AVENUESECTION OF SW . b 3 C102 - SW LOCUST STREET PLAN AND PROFILE C401 - WATER PLAN OREGON LAW REQUIRES YOU TO FOLLOW RULES ELEVATION OF BENCHMARK IS 480.60'. �°°" ADOPTED BY THE OREGON UTILITY NOTIFICATION +�N C103 - SHARED ACCESS DRIVEWAY AND PEDESTRIAN PATH PLAN AND PROFILE C402 - WATER DETAILS CENTER. THOSE RULES ARE SET FORTH IN OAR C104 - SW 69TH AVENUE - SW LOCUST STREET CURB RETURN PLAN AND PROFILE 952-001-0010 THROUGH OAR 952-001-0090. YOU IMPERVIOUS AREA TABLE°A'E'°'"�" R[N90N$ C105 - STREET DETAILS MAY OBTAIN COPIES OF THESE RULES FROM THE PAVEMENT AND SIDEWALKS 10,806 SF s CENTER BY CALLING 503-232-1987. IF YOU HAVE C106 - STREET SIGNAGE AND STRIPING PLAN ANY QUESTIONS ABOUT THE RULES, YOU MAY PRIVATE PROPERTY WITH SHARED ACCESS DRIVEWAY 23,839 SF •4°' Cl07 - STREET SIGNING AND STRIPING DETAILS CONTACT THE CENTER. YOU MUST NOTIFY THE 8 LOTS ®2,640 SF/LOT roe NUMBER C108 - STREET TREE PLAN CENTER AT LEAST TWO BUSINESS DAYS BUT NOT 4294 MORE THAN TEN BUSINESS DAYS, BEFORE TOTAL SITE AREA 82,600 SF SHEET C109 - STREET LIGHTING PLAN AND DETAILS COMMENCING AN EXCAVATION. CALL 503-246-6699. AREA OF DISTURBANCE 81,342 SF C000 GENERAL CONSTRUCTION NOTES CITY OF TIGARD - GENERAL NOTES lig ti 1. ME LOCATIONS,DEPTH,AND DESCRIPTOR OF EXISTING UTILITIES SHOWN ARE COMPILED FROM 1. THE PERMIT HOLDER MUST COMPLY MTIH ALL APPUCABIE PROVISIONS OF FEDERAL AND STATE LAW, 22. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAR OF EXISTING FACILITES(ROADS, AVAILABLE RECORDS AND/OR FIELD SURVEYS.THE ENGINEER OR UTILITY COMPANIES DO NOT THE BOARD MUNICIPAL CODE,AND THE TERMS OF ANY AGREEMENT MM THE CITY OF TIGARD DITCHES,ETC.)AS MAY BE NECESSARY,N THE QTY INSPECTOR'S OPINION,TO OVERCOME GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS.ADDITIONAL ROUTES REGARDING BORK TO BE DONE PURSUANT TO THIS PERMIT. DETERIORATION OR DAMAGE MICH OCCURRED N CONJUNCTION NTH THE WORK AUTHORIZED BY THE �+ MAY EXIST WIN THE WORK AREA.CONTRACTOR MUST VERIFY ALL EXISTING UIILIlES FOR PERMIT. CORECTIVE MORE SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF MIRK(POTHOLE 2. THE CITYS STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS'MANUAL ON UNIFORM TRAFFIC CONTROLMIC = BEFORE DIGGING IF NECESSARY).SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF DEVICES FOR STREETS AND HIGHWAYS',U.S.DEPT.OF TRANSPORTATION,fHWA,CURRENT EDISON. 21 ONE AS-BUILT PAPER DRAPING SHORING ALL NEW PUBLIC IMPROVEMENTS,INCLUDING ANY REVISION FACILITIES BE NECESSARY,IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE CHANGES MADE TO THE PREVIOUSLY APPROVED CONSTRUCTOR PUNS AND,ALSO,ANY IMPROVEMENT MICH MAY •g MST BE APPROVED BY THE CITY,COUNTY AND/OR CWS N ADVANCE OF WORK.CONTRACTOR 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY TIE CONTRACTOR IN ACCORDANCE MTH TE CITYS IMPACT AN EASING PUBLIC SYSTEM OR FACIUTY,SHALL BE PROVIDED TO THE CITY BY A REGISTERED c i SHALL COORDINATE THE WORK ACTH AFFECTED UTILITY AGENCIES. STANDARD SPECIFICATIONS AND,ALSO,IN ACCORDANCE MTH A CITY(JOB SPECIFIC)APPROVED TRAFFIC CIVIL ENGINEER ALONG WTH AN ENGINEERS CERYFCATION OF INSTALLATION COMPLIANCE. CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE 2 THE PERMIT HOLDERS ENGNEER/1NSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS,ON A WORK AREA. N MOTION,THE APPUCANYS AS-BOLT DRAMNGS SHALL BE TIED TO THE GPS NETWORK. DIE as' MEEKLY BASS,TO THE CITT'S INSPECTOR APPLICANT'S ENGINEER SHALL PROVIDE THE CITY 98TH AN ELECTRONIC FILE ACTH POINTS FOR EACH 4. PUBLIC ROADWAYS SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME,WITHOUT HAVING FIRST OBTAINED STRUCTURE(MANHOLES,CATCH BASINS,WATER VALVES,HYDRANTS AND OTHER WATER SYSTEM h§ ME'" I PIPE LENGTHS SHOWN ARE APPROSMAIE. WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PRONSOM OF FEATURES)N THE DEVELOPMENT,AND THEIR RESPECTIVE X ANDY STATE PLANE COORDINATES, g y K4 4€ U ha TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA RIDE EMERGENCY SERVICES(TIGARD REFERENCED TO NM 83(91). INCLUDE ACROBAT(+a.PDF)FILE AND ONE 11517 COPY OF AS-BUILTS. TO 4. PROPERTY AND RIGHT-OF-WAY ONES SHOWN ARE APPROXIMATE.THESE PLANS ARE NOT MEANT POLICE DEPT.,TUALATIN VALLEY FRE&RESCUE)AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND a TO SERVE BOUNDARY SURVEY PURPOSES. OTHER SERVICE PROVIDERS THE DEVELOPERS ENGINEER(OR'ENGINEER'IN A CP DOC)SHALL PROVIDE THE CITY OF LIGAND ACTH e'-'1E,:,.: g L IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND VERIFY ALL EXITING 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTIONSHALL BE PROVIDED TO THE GENERAL MOTORING COORDINATES ON THE CRITICAL ASSETS SHOWN ON THE TABLE BELOW. THE COORDINATES SHOULD BE CONDITIONS BEFORE THE START OF MOR.THE CONTRACTOR SHALL TAKE NECESSARY FIELD PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SON AT EACH END OF THE CONSTRUCTION AREA BAS AN EXCELON 83(91) OR DATABASEE COORDINATES SHALL BE JPO OREGON NORM AN WING FIELDS COPY Z N MEASUREMENTS AND 01HERMSE VERIFY ALL DIMENSIONS AND EXLSBNG CONSTRUCTION 72 HOURS(MIN.)BEFORE INITATON OF CONSTRUCTION WORK. OF AN SPREADSHEET OR FILE PROVIDED Mn THE FOLLOWING FIELDS: 02 CONgTIONS NDICAIED AND/OR SHORN ON THE PUNS SHOULD ANY ERROR OR INCONSSTENCY 'FEATURE";'TYPE':'XCOOD';'RODDED';'RODDED'. W- EXIST,THE CONTRACTOR SHALL NOT PROCEED MTH THE EFFECTED WORK UNTIL REPORTED TO 6. ACCESS TO EASING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES,INCLUDING NORMAL DELIVERY WW1 F•'C9MHT7"'MA"'745RR92 234'.629876'R7B4:'197 45' NOTE: //� THE PROJECT ENGINEER FOR CLARIFICATION OR CORRECTION. SERVICE AND MAIL SERVICE AND F NOT,SHALL BE CAUSE FOR WORK STOPPAGE UNIX EFFECTIVE V ACCESS IS ESTABLISHED. WATER ASSETS ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED TO ENSURE COMPUANCE •••••6. ANY RSPECTIOR/OBSERVATION BY THE PROTECT ENGINEER OR PROJECT INSPECTOR SHALL NOT, FIRE HYDRANTS MIS CNS RESOLUTION AND ORDER 07-20(CHAPTER 6)AND THE EROSION PREVENTION AND P" N IN ANY WAY,REEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN 7. TRAFFIC CONTROL DEVICES,FLAG PERSONS,ETC.,SHALL BE IN PLACE PRIOR TO ROTATION OF SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,REVISED,LIFE 2008, r 0 COMPLIANCE WITH THE APPLICABLE CCOES,REGULATIONS,CITY STANDARDS,ENIDNEFRWG PLANS, CONSTRUCTION WORN AND SHALL BE EFFECTIVELY MAINTAINED. WATER METER ATTENTION EXCAVATORS:OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE Q 0 AND PROJECT CONTRACT DOCUMENTS HYDRANT VALVES OREGON UTILITY NOTIFICATION CENTER.THOSE RUES ARE SET FORTH IN OAR 952-001-0010 WATER VALVE INCLUDES B. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.4018o,WORK IS PERMITTED BETWEEN THE HOURS OF 7. If FOLLOWNG STANDARD SPECIFlCADONS ARE INCORPORATED BY REFERENCE ALL MATERIALS 7:00 AM.TO 7:00 P.M.DAILY UNLESS OTHERWISE AUTHOR ZED BY THE CITY MANAGER.WEEKEND WORK CONTROL VALVE VD AS'WATER MISCELLANEOUS'IN CAMS THROUGH OAR 952-001-0090.YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY AND WORK SHALL CONFORM TO APPLICABLE REQUIREMENTS OF THE NTERNABONAL BUILDING THAT REQUIRES INSPECTION BY THE CITY INSPECTOR MUST BE SCHEDULED AT LEAST 48-HOURS IN BLOWOFF ASSEMBLES CAWING(503)232-1987.IF YOU HAVE ANY QUESTIONS ABOUT THE RULES,YOU MAY CONTACT 0 1 MOE(IBC),UNIFORM PLUMBING CODE(UPC,CITY OF TIGARD PUBLIC IMPROVEMENTS AND ADVANUI. IDD AS'WATER MISCELLANEOUS'IN CANS THE CENTER.YOU MUST NOISY THE CENTER AT LEAST 2 BUSINESS DAYS BUT NOT MORE THAN DESIGN STANDARDS,ODOR 2015 STANDARD SPECIFICATIONS,0007 2012 HIGHWAY DESIGN AIR/VACUUM COMBO RELEASE VALVES IDD AS'WATER MISCELLANEOUS'IN DNS 10 BUSINESS DAYS,BEFORE COMMENCING AN EXCAVATOR.CALL(503)246-6699. E,, `t' MANUAL,WASIHNGTOH COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS,CLEAN WATER 9. MNIMUM TRAVEL LANE WIDTH SHALL BE TWELVE(12)FEET;PEDESTRIAN TRAVEL SHALL ALSO BE WATER QUAUTY SAMPLE STATIONS ID'D AS'WATER MISCELLANEOUS'N DNS iiE 0 SERVICES,AND THE AMERICAN PUBLIC WORKS ASSOCIATION CAPITA). PROVIDED FOR, ^ A� L ; CLEAN WATER SERVICES SPEaECA710N5 AND STANDARDS APPLY TO STORM DRAINAGE,WATER 10. THE CITY RESERVES THE RIGHT TO AIX)TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE SANITARYETS SEWER ASS ;ii •v QUALITY,SANITARY SEVER,NABOSON CONTROL CITY OF TIGARD SPECIFICATIONS AND NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. W CCI STANDARDS APPLY TO PUBLIC STREET IMPROVEMENTS BRIAN THE SUE/MASON AND TO MANHOLES UJ CONSTRUCTOR OF TIE WATER SYSTEM. 11. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY,THE PERMIT HOLDER SHALL CONTACT AL DICKMAN AT CLEANOUTS 503-718-2467,TO ESTABLISH A PLACE TME,AND DATE FOR A RECONSTRUCTOR MEETING. UJ` CO 9. THE CONTRACTOR SHALL PROTECT AND MAINTAINOPERATOR OF ALL EXISTING UTILITIES MTHIN THE CONSTRUCTION AREA THROUGHOUT SHALL TE CONSTRUCTION PROCESS AMALL BE 12 THE PERMIT HOLDER OR FNS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR,AL DICKYAN AT - r `/ RESPONSIBLE FOR REPLACEMENT OF ALL EXISTING UTILITIES MHICH ARE DISTURBED.THE 503-718-2483,TWENTY-FOUR(24)HOURS PRIOR TO COMMENCING WORK,TM,NTY-FOUR(24)HOURS 24. A SEAR SYSTEM AR-TEST AND T.V.TEST REPORT AND ONE SET OF BLUEUNE'AS-BUILTS'(OF CONTRACTOR SHALL COORDINATE ALL WORK ON UTIUTES NTH THE VARIOUS MILERS PRION TO ANY STAGED NSPECTON(SEE CITY INSPECTION CHECKLIST)AND AFTER COMPLETNG WORK EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS)SHALL BE REWIRED BY THE CITY FOR A, COVERED BY THE PERMIT. REVIEW AND APPROVAL PRIOR TO CONNECTOR OF ANY DIIILgNGS TO THE SEWER SYSTEM. •�I 10. DOYNTWE FOR UBUTIES SHALL BE HELD TO A MINIM AND TEMPORARY BYPASS SHAH BE PROVIDED,WHERE(TOURED,TO MAINTAIN PROPER SERVICE 13. A COPY OF THE PERMIT AND ALL ATTACHMENTS,AND A COPY OF THE APPROVED CONSTRUCTION PLAN 25. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTOR REPORTS,ON A WEEKLY Y AND ALL AMENDMENTS SHALL BE AVAILABLE AT DIE WORK AREA. ALL RINK SHALL CONFORM TO THE BASS,TO THE CITY'S INSPECTOR.(SEE DEVELOPER-ENGINEER AGREEMENT NOTE 15.) 11. THE CONTRACTOR SHALL PERFORM ALL WORE NECESSARY TO COMPLETE THE PROJECT N PERMIT TERMS,CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS,AND O Q ACCORDANCE ACTH THE PLANS AND SPECFlCATIONS INCLUDING SUCH INCIDENTALS AS MAY BE APPROVED PLAN AMENDMEIIS AND TO THE CITYS STANDARDS AND SPECIFICATIONS AND TO THESEZ M NECESSARY TO MEET THE INTENT OF THE PROJECT CONTRACT DOCUMENTS,APPLICABLE AGENCY GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE COORDINATED MTH THE 26. THE CITY'S INSPECTOR MAY,AT HIS S REQUIRE PROVISION OF iDAT AND OR REPORTS FROM Wm REQUIREMENTS,AND OTHER WORK AS NECESSARY TO PROVIDE A COMPLETE PROJECT. PROJECT ENGINEER PRIOR TO OBTAINING APPROVAL FROM THE CITY,N ADVANCE OF WORK THE PERMIT HOLDER,PERMIT HOLDERS ENGINEER OR CONTRACTOR TO SHALL NEE CLAIMS OF MATERIAL 12. TIE PROJECT ENGINEER,MOT,AND CITY MUST BE NOTIFIED OF ALL CONSTRUCTION PERFORMANCE. OR CONSTRUCTOR ADEQUACY/COPUANCE SUCH TESTS/REPORTS BE PROVIDED AT THE PERMIT �R o ROWERS EXPENSE V MODIFICATIONS.PRIOR APPROVAL MUST BE PROVIDED BY THE PROJECT ENGINEER AND CITY 14. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBIUTY OF THE PERMIT BEFORE MODIFICATIONS TO THE APPROVED DESIGN ARE WINED. HOLDER THE WORK AREA AND APPROACH ROADS SHALL BE MAIMANED IN A CLEAN CONDITION,FREE 27. THE PERMIT HOLDER SHALL PROVME A COPY OF A PROPERLY EXECUTED RELEASE AND WAVER FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCEDOCUMENT TO TIE CITY FOR EACH owNERSHP DISTURBED BY CONSTRUCTION ACIDITY,AS EVIDENCE OF 11 DHE PROJECT ENGINEER RESERVES THE RIGHT TO ADJUST GRADES OR ALIGNMENT TO SHALL BE AVAILABLE AT THE WORK AREA DISTURBANCE RESOLUTION AND OWNER SATISFACTION. RENEWED TD OPPER ED BY AS CITYREQREP SUCH MENCEMMENT5 OF REVISIONS SHALL BE 28. EXISTING MONUMENTS,PROPERTY CORNERS,AND SURVEY MARKERS SHALL BE PROTECTED. CIO RENEWED AND APPROVED BY THE PRIOR TO COMMENCEMENT WORK. 15. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON W ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE 14. SAW OUT STRAIGHT MATCH LINES MERE EXISTING PAVEMENT MEETS NEW PAVEMENT.SAND AND CANCELLATION OF THE PERMIT. THE CITY OR COUNTY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP SEAL DONT(TYPICAL). AND STOPPAGE OF MOR(TO ACCOMPLISH CLEAN-UP. 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTORS,IN MING,THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO(2)PERSONS MO HAVE AUTHORITY TO RESOLVE PROREMS, LEGEND 0 15. THE CONTRACTOR IS TO COORDINATE MM UTILITY COMPANIES FOR POWER,TELEPHONE CABLE, 16. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND TAKE CORRECTIVE ACTION AND,IN GENERAL,MILL BE RESPONSIBLE N CASE OF ANY EMERGENCY. THE TV,AND GAS. S POTTER,TELEPHONE CABLE,AND IV TRENCHING AND CONDUITS TO BE INSTALLED MAINTAINED MEEING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY OR COUNTY MAY PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR,N WRUNG,OF ANY/ALL ASSIGNMENT CHANGES. DOSING PROPOSED K Z MEM PER UROF COMPANY REQUIREMENTS WTI PULL MRE VERIFY NTH UTILITY COMPANY FOR SIZE AT ANY TIME ORDER CORRECTIVE ACTON AND STOPPAGE OF WORK TO ACCOMPUSH EFFECTIVE EROSION O 0 J.OMIJI]!i AND TYPE CONDUIT PRIOR TO CONSTRUCTION. CONTROL. 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO 114E CITY INSPECTORS,IN MIRE, DECIDUOUS TREE STORM SEVER CLEAN OUT o • THE NAME NET 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED'COMPETENT PERSON' STORM SERER CATCH BASIN 17 M Q 16. F DRAINAGE FIELD TILE IS ENCOUNTERED DURING CONSTRUCTION,DE CONTRACTOR SHALL 17. PROPERTY DISTURBED BY CONSTRUCTOR ACTIVITY SHALL BE SEEDED WM A STANDARD GRASS MIX; RESPONSIBLE FOR CONSTRUCTOR SAFETY AS PER OR-OSHA,CHAP.437,DIV.3 CONSTRUCTION, NOTIFY TIE PROJECT EN/NEER ND NE INSPECTOR THE INTENT MILL BE TO CONNECT ANY SHRUBS,FLOWERS,BARN/UST,DOSING SKNS,PAVEMENT MARKINGS,MAILBOXES,ETC,SHALL BE SUB-ONION P-EXCAVATIONS. THE CONTRACTOR SHALL NOTFY THE CITY INSPECTOR OFµY/ALL OWSTREE STOMA SEVER MANHOLE FUNCTIONING DRAIN IRE SYSTEM TO DE STORM DRAIN SYSTEM N AN APPROPRIATE MANNER. REESTABLISHED,REINSTALLED OR REPLACED,WM UKE KIND AND MATERIAL ASSIGNMENT CHANGES FRE HYDRANT A GAS MINER ® 0 Ill W W SUCH CONNECTOR MST BE NOTED ON THE AS-BUILT CRANES AND MUST BE APPROVED BY W THE PROJECT ENGINEER,CWS AND CITY. 18. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED CHIN ME WORK SITE 31. IT IS THE SOLE RESPONSIMLITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY WATER BLOWOFF ? T GAS VALVE ID O Z AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY,PUBLC PROPERTY AND THE RECEIVING AND/OR EASEMENTS PRIOR TO STARTING WORK PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED WATER METER o m GUY WOE ANCHOR ,-- 17. 17. ETOSING BURIED MUTES,MACH ARE TO BE ABANDONED,SHOULD BE REMOVED OR RUED SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY OR CWS MAY AT ANY TIME ORDER CORRECT'£ EASEMENTS,SHALL BE PROWLED TO THE CITY. THE QTY SHALL H NO WAY BE CONSTRUED TO BE Ill W ON TH NTH CONCRETE DURING SITE PREPARATION BEFORE GRADING BEGINS UNLESS NOTED E ACTION AND STOPPAGE OF BORK TO ACCOMPUSH EFFECTIVE DRAINAGE CONTROL. LIABLE FOR ME PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-Cf-ENTRY OR WATER VALVE IA • POWER POLE e t � APPROVED PLANS. EASEMENTS DOUBLE CHECK VALVE ® m POWER'AOT 19. OREGON LAW REQUIRES FOLLOIWNG THE RHES ADOPTED BY THE OREGON UTIUTY NOTFICABON CENTER. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS NTH PGE CONNECTING SAID RULES ARE SET FORM N OAR 952-001-0110 THROUGH OAR 952-W1-0080.COPES OF SAID 32. BEFORE PLACEMENT OF ASPHALT,THE PERMIT HOOER SWI CLEAN AND COMPLETE A AIR RELEASE VALVE P° ,' POWER JUNCTION BOX _- DO Q THE STREET LIGHTING SYSTEM TO THE LOCAL DISTRIBUTOR SYSTEM. RULES MAY BE OBTAINED FROM TIE CENTER BY CAWNG 503-246-1987. IF YOU HAVE ANY QUESTION PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER ONES. THE PERMIT HODER SHALL PROVIDE SANITARY SEWER CLEAN OUT o • POWER PEDESTAL ABOUT THE RULES,CONTACT TIE CENTER. NOTE: DAMAGE TO UTNITES SHALL BE CORRECTED AT THE ME CITY ACTH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY OEFICENCES SHALL BE REPAIRED Z 19. CONTRACTOR SHALL SUBMIT TO INE CITY ITEMS FOR MATERIALS REVIEW PRIOR TO ORDERING PERMIT HOLDERS EISE BEFORE PLACEMENT OF FINAL UFT. SANITARY SEWER MANHOLE O • COMMUNICATIONS VAULT • ANY STREET UGHNG EQUIPMENT(POLES,LIGHT FlKTURES,JUNCTION BOXES,FOUNDATIONS, ETC.)AND PASS ALONG TO THE CITY APPLICABLE MANUFACTURER WARRANTIES. 20. CONTRACTOR MST VERIFY ALL DOSING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL 33. ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED ON SITE. NO CONSTRUCTION VEHICLES OR SOL _,,' T COAIMUICATI(NS JUNCTION BOX LOCATION PRIOR TO START OF WORK(POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CO4FUCTS EQUIPMENT RILL BE PERMITTED TO PARK ON DIE ADJOINING RESIDENTIAL PUBLIC STREETS. STREET LIGHT # 0 COMMUNICATIONS RISER o M Q ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY,IT SHALL BE DONE AT THE PERMIT CONSTRUCTOR VE}WCLES INCLUDE DHE VENUES OF ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED N MAILBOX HOLDERS EXPENSE CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. DHE CONSTRUCTION OF SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS APPLCATON,AND SHALL ND CONTRACTOR SHALL COORDINATE THE WORK 98TH AFFECTED UTLTTY AGENCIES. INCLUDE DHE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT. Z 21. A TEMPORARY HARD-SURFACE PATCH(COD MIX A.C.OR HOT MIX BASE PAYING)SHALL BE PLACED W DOSING - - W TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH,ON SITE OR OFF-SITE, RIGHT-OF-WAY UNE - - SVR SHALL BE LEST AT ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR - --- AND IS UABIE FOR HAZARDS OR DAMAGE RESULTING FROM TIE PROSECUTION OF THE WORK. BOUNDARY LINE W PROPERTY UNE CENTERLINE __ ___- --___ _...- €E9ME0Ir ,RA DITCH - __ - _ - _ _ ->-> CURB _ MAIN Br. JRA _ ... _ SEXED By, PAS EDGE OF PAVEMENT SCALE: AS NOTED EASEMENT DATE:O6-09-206 FENCE UNE - - :-__ __.._ U0000 V"M/ }•1N. 8 GRAVEL EDGE .. ...... ...._.. o • o t+��� j..�:P U POWER UNE __ -r. ..� rw PM OVERHEAR SAE F.,-._ ___ •• ,_ Y CWMNICAMINS LINE _ - __,.- _ _ _ _ a„ a., _. RENEWAL DATE:1/10/17 FIBER OPTIC UNE -- ___ - - __ --,-o. REDDENS GAS UNE - -- -ue- - - -.,.,- -m w w- STORM SEWER LIME ----m--- -m_ -m m SANITARY SERER UNE - - - -vx- - - -s.x- -m ar JOB NUMBER - - ., M. WATER LINE -- - - -- - -r., .,- 4294 i SHEET C001 NQS- z_°CC I TAX LOT 7900! I 1. UR RES SHORN ARE BASED ON UNDERGROUND UTILITY LOCATE a TAX LOT 8000F TAX NAP IS 1 36AA TAX MAP 15 1 36AA MARKINGS AS PROVIDED BY OTHERS,PROVIDED PER UTILITY W t O LOT 1 LOT 2 ! GUARANTEE THAT LOCAlE TICKET U1 UNDERGROUND LOCATE15030240.IHE S SURVEYOR ASENT KES N19€ ONLY UTILITIES IN THE AREA CONTRACTORS ARE RESPONSIBLE w0 FOR VIRRI1NG ALL EXISTING CONDITIONS PRIOR TO BEGINNING CC CONSTRUCTION. O w \-,...___ ----_._ 'MC a EX SAN MH �- 2 HELD WORT(WAS CONDUCTED FEBRUARY 17-24,2015. Z yU RIM:300.13 IE IN:295.31(8"5) - - 3. VERIK;AL DATUM:ELEVATIONS ARE BASED ON CITY DF ROARD a Z IE IN'294.92 B'N I SW 70TH PLACE BENCHMARK NO.142 AT THE NE CORNER DF HWY 99W AND SW 5 IC IN:29°.3°(18"E) -j- - -_ SCALE 1" = 30 FEET 69RI AVENUE.WITH A NOW 29 ELEVATION Of 348.05 FEET. c IE OUT:290.24 WWI la in 4. THIS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY. RE' . / E%STM MH -_ y / '� RIM 22966 --- 50 0 12 18 24 90 6-11t Y _ 'Y�/ I I IE IN:292.97(12'N) 5. SURVEY IS ONLY VALID ICH SURVEYOR'S STAMP AND 9GNARRtE. " g'.,5! -,,, . IE IN.291.14(12E) - 8 n =W EX 5190 CB _ , _ 6. 019100 1 FOOTPRINTS ARE MEASURED TO QUESTIONS UNLESS NOTED v I !i....1 .,,,,./ IE IN 29113(12"s) _ ¢ RIM:298.14 "uOTHERWISE CONTACT SURVEYOR WTI DUESIIDNS REGARDING N a 3SgZ 1IEOUT290.92(12'W)- z W LL IE OUT:294.94(12 N) ttBUILDING TIES. I SUMP:293.51 �I i I 1 --- O � I EX STM C8 7. CONTOUR INTERVAL IS 1 FOOT. Z 1 O RIM:297.97 O< �, \IW IE OUT 295.38(12'3) I I / 8. DIV TREES HAVING A DIAMETER OF a AND GREATER,MEASURED O !1. I I I I 5. '� SUMP.294.12 I LU AT BREAST HEIGHT,WERE SURVEYED AT THIS TIME. la a oszS�� I� TAX LOT 9100 a / CO I I TAX MAP is 1 36AA J / TAX LOT 2200 Z 5;! 1 li X / I ) 1\ ', LOT 13 \ TAX LOT 8400 I TAX MAP ISI 2500 ROCK RETAINING WALL ,_\ _ / = TAX MAP 15 1 36AA I '/ LOT 13 - �""' LOT 6 CO STORM LATERAL S1!t2 I\ I�, / is \ I -It-Ir../.1-i-:, PER AS-:LIKE- ` \1 I SAN LATERAL LC- b s8.00'PUE I / I' I la oq - TAX LOT 9800 I\ ! W PFR AS QUILTS II TAX LOT 9200 I ( \ TAX LOT 2300 3 TAX MAP 15 1 36AA ROCK RETAINING WALL "1t - / I TAX MAP IS 1 2500 COOT 20 ,�11 - 1 ; ;' TAX MAP IS 1 36AA � ) J I 10679 ++ TAX LOT 9900 III 1 LOT 14 ( I I \ LOT 1a W TAX MAP 1S 1 36AA I. ' 555 \ , EX SAN MH '���- I 7 I' ' i A W LOT 21 IE IN:zEX.4S N TAH wMl g-I� I I II I0.0°'� H-I v s' Cl)7) \- £1 / / TAaX LOT 8500 os5s{1i Vti5°j�I CC V/ IE IN 291.87(18"E) i°e„ I i P1LOT 7A / a \ V IE OUT.291.69(18 W) "� �� I� � (- �, 10552 4 t I: 1� - I- N ROCK RETAINING WALK. I I I r I v �- U) ■ T V1 TAX LOT 9700 PU6UC Hr DISTANCE EASEMENTS r V I z i� 1 V 1 ' 61]°' 1 I 25.0 TAX MAP LOT51 36AA - TAX LOT 9300 '-r-' '�-1°.00' / 1 KEYSTONE11 3 I�.. 19 TAX LOT 10200PE LATERAL 1 TAX MAP 81 36AA 1 RETAINING WALL • I I I 1 I _I TAX LOT 2400 Y - TAX MAP 15 1 36AA _\ V -. I I I I� LOT 15 8800 11 \ I I in I 'I TAX MAP 15 1 25DD Q TRACT B EX STM AD 8 P C - =) SAN LATERAL • I TAX' LOT 1 \. 10547 I - I LOT 15 Q M RIM:3°5.31 -� E%SW MH PER AS-GUILTS TAX MAP is 1 36AA 11 TAX LOT 8600 i "I CO SAN OH 0 CC QQ ! ,--------- , IC OUT 303.63(LYNCH) LOT 10 1 3 1 TAX MAP 15 1 36AA 0544 RIM:25°.56 SUMP:30201 - ' _RIM:307.62 1 N -. / PUBUC SIGHT DISTANCE EASEMENT_A" '�01.- I . • IE IN:300.08(12"E) I LOT 8 3 0 V 111 IE IN:24335(4"S) y pl", ' 1 IE OUT 243.16 6"W I-R ROCK RETAINING WALL 11 IE IN:300.18(8"S) ,I I I• Q ( ) /�p�! I i` IF OUT 29985 12•W) '1 EX SIM MH I _ I SAN LATERAL 800 PUE-+,_ 1 iL • ( " TAX LOT 8700 1 IE IN:23860(15 5) 10541 I ti t�10658 TAX MAP 15 1 76AA ) IE IN 241 63(15"E) 10536 Z TAX LOT 9600 PER AS-GUILTS p` I I TAX LOT 2500 TAX MAP IS 136AA m- it 1 s �5 `V TAX LOT 9400 L0T 9 1 IE IN:238.50(18"SE) TAX MAP 1S 1 25DD Z all LOT 18 TAX LOT 9500 I ' TAX MAP 15 1 36AA I I !--20.00'"PUBLIC SANITARY SEWER. 1 I 1. l!J .T EX STM CO LOT 16 �f • 1 IE IN:244.92(10"NW) I 2 m TAX MAP 15 1 36AA I 1 I. I• I 13 LOT 16 EASEMENT AND 20.00'PRIVATE PoM:248.94 8 LOT 17 I .'I OU $' y, I IE OUT:237.96(12"N) ,STORM DRAINAGE EASEMENT O 1W�0 /// / 11 PI ROCK RETAINING WALL tpl - ' - - / --r,-,--,-,-,74.!---,-• /. /%/ i IE OUT:246.10(10"SE) BRICK RETAINING WALL WOOD FENCE o ,� '� y IW- 69101.8 _IOD NCE \993'01"W 11.°0' 10411853{�� �,/ I. L SUMP:244.91O. _ WOOD FENCE GRAVEL GA RISER- 2 3J �N� ip185 t 103 / - X0157 1 ti Z �"- 1 - _.. .. .... 1 � � � ...... L'.. A �� �/ �.< �,� .....:A �>v\O��\�, r /��..e.-,....--,-,-- �59�°1 arfiai� I e_�-�OyPo 'RWCK WALL DECK CO -- -- ��IL__ ___"I� / 65946 ` NIR. a\ 3 `,. \ HOUSE CULVERT -...._ ...... diai ,yf \ \ -,�� \\\ ��� 462 \ ti' \ $ �I \ \ F CE P" tu09/ \ RE NCE �' 1. .. V A ) A \ \ v \\A \ \V -� 5 �h, I /:���dll --�- +-,f- P. IE:22J.09P'CU -�\ Ex•aN MH ',\-- ----\ --2I5- 4%t)� 1 1°V �� RETAINING I EX SIM CO 11 g'Py . \\.\ I RIM 0207 l I I\ 131 \\ \\\\� \\\ \ \ \\ �C'.i, ✓• ��f O \ W1R FEN 15 \,/\\\\\ ooD� E OU:292.1 (e'w) 1 V A\\ \. \ T 3 WALL I \ 1 \ RIM:3113 \ 1 I 1 I �F, �, 'y 1V A CC�1I ..Y8.-\-\\--',\. � 7 J =.@J V '� IE OUT.304'4 ! \ \ DDET EAST I I I i' 1 ) \\II��\� O ��\� -Vv\-Av��- I/ 4 .. \AA 11 i1I/ FLOYNNEI. \ LOCAl10N ANO ELEVATIIXJS \ \ ,.AA\ ‘ \ A � I I I \� / � �• \�\V ��������� � HOUSE 1 1 \ 1 PER ASBUILISCOULD NOT 1\ \' 1 1 \ \ L 1 I \ \ `{�' r-. - RR RE STEPS 1i1`� CI ' 4 \ \ \ \ FIELD LOCATE) A A\ 1 v A \ \ \ V ( I I ),\ / ' HOUSE AI \ \ \ \ \ .A\� �". A \ \ \ V A \ V A \ \ ���\ 111��Q � ��(�1 j111J � ��(s 1 RIM:SIM CBO Z \ \ V I V \ .V I \ \ \ V A .I-...„,30.5-- .w A A V A \ \ V A IME�1�2�)) // h�Jy %/ ////-/07526 56� IE OUT:2 •55(15N) TAX LOT 2600 • TAX LOT 302 TAX LOT 300 A / \ \ \ = vv \\ I J)o o /�/ / �� SUMP:24x.75 TAX MAP 15 1 25DD 2EX 012'PVC 11111 /0 TAX MAP,S 136AA TAX MAP 1S 1 36AA \ \"_16 \ • \ 1 \\ I \ \ \ \\\V A �....�\V A 1 1�32� g-� �y *,/j,‘/ �����/10� V©ryu \ \ • VA 1. GARAGE \ 1 I 7 -- // LOT 17 20"CMP CULVERT OUTFALLSHED \ T ,,I / ��/ � 25 �. _ EX STM AD IE 222.91' /1�II ( ( 1NO.2009-03552261 X 0 00 VA`©\ -I. AIII \II ��%%/� A_" RIM:247.42 V \ \ \ EASEMENT PER DOC.V A I ` ; '� I \ �'2 //1/111i/// / I A I \ � \ \ TA�MAP iS,1 36A 0079� \7. 10098 I � Q 1 If( �///�� � IE OUT:243.62(18'NW) � '/ I I \ \ I �� , \ 078 ..:\\,, \,,,,, � \.s- III ,°281 (,1t �',,, Ay%t111� \/T��<,;.,.,....-------;_: \ moi$ --I-ti_ _: Z IE OUT.328.36EX 5(12 N) 50002 V TM MH 1 I A \ 1DOB> V0 �M I I\ 1 1 (\\111 -*t+r..i ^...i.; "� '-�'��. I RIM 33414 I10419 I I \ \ N 1r\ \ \ (�\ \ \ \ 1.', 11 I 1 I1 111 1111�111111111�\1�jai... n I 111 , I zI' Cl)\ \ \ \ \ \1.-,! A A "\ A \\ A \ \ \ �C HOUSE 1 1111 I 1 1020 /'/\\ 1111/�\�IIII,._,-_,-__.,--,--_-_--=-.--_ ,,,. ,,,c °: )..1 1 t .;. O V/ :A I '9 I I mil 4 • N, r O - eoxn�� 11 \1 I /\ \ \I \ \\ \I \\ \ V Av \� vv \ \'' �� \ \\ \\ \\ \ \ 511P� H\ I ) L(l�����\SVA\ v � � ��I� R�2s5�I� TAX LOT " o a �1 \ 1 \ I �V y A b A \ \ \ ; gin° �1, y wy :-' °90"4-°\ . 34,\,0- i- 1 2700 = W - -- -�' / LT' / I ' VV A V �'s \ W31,�V \ I A V \5��\ � - \ VA V II O a -/- J,`, ��� PARE NCE 10048 V A vV \ V I / I 1� 3 55\ V , ' '' A \ S� ��j Iry � 'I \ \ \ e '� \ wY�RE F�NCE�- �-A \�31--, 31 87 31`54 s\ �\�� �6 A 1./ IE SAN MH TAX MAP 1 S f 25DD _L------- ---2,-__,/..,_ -7 / - __ \ - - - \_ \ \ fit \ R 1i,� r Y: 1 t\ �' RIM:266.15 LOT 18 X'..4- oFSDHm e.^ •� 05•A® es ��i X116: ) ti. / I IE N 258.23(8'S) Q -�-� 4`c - - - T ' - ��.: ��. 43198-'�31 6Q3T59_ 1 it'3 6. ' I /� IE OUT:257.50(8"N) F- DRAWN BY: JOH _ �=n"' 1 8 VC �- :w- 7�^� y� ,.� ya ` -}J 1 I �- 11 CHECKED BY, RDR - - - ��Tt} �w,aV \ -1 \ `r \ •Py\L AI ,/,'\`,..\\.,\---7----::::=.--._-=.---_-..-_-;:-------_-----_-,_-_. .�� �"y'j'py),��\�\� Y)' ��\II jL60v‘i'T 6"CONCH I 1 �R.�.9�� "RD .akighwa �_ MIS o 'f-""- ' \,! \�p� \ EX SAN MH k,166 r I I I I �1 RI sn MH- DATE:os-o9-2o16As NOTED nR� -+IIIA F5°°NIDE SANITARY SERER EASEMENT RIM:296.32 'i I RIM:260.38 (15'5) REGISTER 1 y, + 1����� ��- ,� �111=0 ����M R I II _ 'SERVICES PER BOOK 543 PAGE 36 E OUT:288.82(8"N) 1 - IE IN:24526(12"5) 'LA VEYOR OR THE BENEFIT OF METZGER ` PROF 55 NAL 8 TAX LOT <• w ` SANITARY DISTRICT CLEAN WATER IE IN:29032(8'S) \ \ ``!� \ r�--\7- 1 W. '190 r"1 I IE OUT:253.62(15 W) r \ A ) II 6.�D 250 TAX LOT 2800 303 11 EX TM Mm I \ 1 \ EX SAN A$o IK 007 k314.20 IOT'E) -- \EXI 0114 M \ •\, ' , 111 \ �I 1� 5 TAX MAP 15 1 36AA RIM. 28.90 V 'I RIM:327.47 SUMP 12.52 EX SAN M� IM 312.08 \ V ,a 111 lll�� �� � TAX MAP 15 1 2500 ' OREGON I�IN: 23.08�(12'S)1 \ 1 IE IN:32Q.33(8°S) A \ RIM.315.92 \ IN:306\38(10 SET V +, EX STM CB T1 -y" LOT 19 JULY I5,2003 IE OUT: 22.62 12'N \ l - .^ NEWER N.HURLEY ( ) 1IE IN:294.6508- RIM.311.94 _ 1'� \ 1 \ \ IE OUT:320.22(8'N) 1 \ IE IN:708.05(8') \ YE IN (12"S) \ -/EOUT:,tu6.2y(i ) ' I 585390 \� �, \ IE OUT:294.16(IB" \ IE OUT:305. (12'NE) SUMP 306.55 I # ` RENEWS 6/30/17 ' � 11 1 1 \ \ 1 1 \ 1, \`EXSMGB \y w-i1I i1 Ill 1/ 1� 7, RENSMNS \ 1 1 1 \ \ 1 \ \ E% MH \ NIM:312.34 _ II I - 1 - 1 v' A , A \ RIM: 15.64 \ IE\OUT: 6.75(10"NW) 4 WI EX STM MH 1 I - - 1 SUM 304.95 C' I t RIM:311.89 RICHT-OF-WA i I 1 APPROVED"OAK STREET \ IE IN\309.05( "s) rl a IN:30494(,z 59) DEDICATION PER 001 I i i I \ 1 IE IN: 5.96 k1, W) A \ EX SAN MH I� N0.2000-0509 ESTATES"SUBDIVISION(SUB \ 'h°. (10 ) I f IE IN:308.°5(Io �' 11 (�II I j\ JOB NUMBER VIE IN: 11 28 \S \ \ RIM:312.01 q IE OUT:304.78,02'E) 1 �E DDT: 86 i(1Y IE IN:296.09(16"E) 1 1 i.. `I I I 1 \J 1 TAX LOT 2900 4294 EX SAN MH \V IE IN',30262 8E �h I 11 I i • 1' TAX MLPPTIS1 250D SHEEP I I \ 2014-001) \ 1 \ \ \ \\ ,IE OUT:298.22(B•N) A 1 I ''�' F ELIN:3304.'53(8•E) r 7-1` TT` -"' r .'"7. 1)NIIIi Ilh�1111•111 111111111141111--, -7 i 111 1 ill" i� 11--!`i �# ii IE OUT:295.93 18"3 -IIS�-j y • I\ rN w002 / I 1 A 1\, \. \ \, 1 1\ 1\ \ \, \, \. \ \ \ i (les) t Y: �I - IE Ol( 304.12(8"W) „�\®��L_, _. - N. `Y ISI n. _ 1-,.r-ml C=. (V_ E'&' NOTES: 0 I. TRACT'C'SHALL BE OWNED AND MAINTAINED BY THE 01WER OF LOT 43. Z 2 TRACT b'IS TO HAVE A PUBLIC ACCESS EASEMENT OVER ITS ENTIRETY 2 o AND SHALL BE OWNED AND MAINTAINED BY THE OWNER OF LOT 45. 8 21 g z SCALE 1" = 30 FEET THE PURPOSE OF THIS PRELIMINARY PLAT IS TO «;g H 2 mw Er SHOW THE PROPOSED LOT DIMENSIONS AND AREAS 'g € •- >•8 TO AID THE CONTRACTOR DURING CONSTRUCTION. A a "a THIS IS NOT AN OFFICIAL PLAT AND IS NOT TO BE s g a a :g USED FOR SURVEY PURPOSES. _., 6.!,.,-g LL Z$ CURVE TABLE CO O g CURVE RADIUS DELTA LENGTH CHORD �•/3 Cl 14.00' 89'38'04' 21.90' S4420'15"E 19.74' SW LOCUST STREET W /1 M y' C2 14.00' 9021'56" 22.08' N4539'45'E 19.86' CURVE/TANGENT STATION RADIUSLENGTH•DELTA CHORD TANGENT/CHORD BEARING l0 C3 66.00' 5154'26' 6.80' N3126'0011 6.80' L1 I 10+00.00 310.00' ,,. i 148909'17"W Q C4 66.00' 22'35'47' 26.03' N17'41'06'E 25.86' 1 E- 0 ZS N8 WI- 5 W N lc TAX LOT 9700 ail TAX LOT 2400 m TAX MAP,6,36AA --- __-. -__ '` I I TAX LOT 9300 ' ' / 1 LOT 19 TA%MAP 1S 1 36AA I W TAX LOT 10200 TAX MAP IS 1 36AA TAX MAP IS 1 36AA TAX MAP 15 1 2500 TRACT a Lor is TAX LOTLOT o 8800 TAXA MAP IS 18600 > Lor 1s ClImm • i ,I o1Lu -`_- - _ / LOT I •r 3IN TAX LOT 8700cc D N, TAX MAP 1S 1 36AA I- TAX LOT 2500 TAX LOT 9600 I O ZLL TAX NAP 1S 1 36AA 1 I , TAX LOT 9400 LOT 9 ��, Z TAX MAP 15 1 2500 LOT 18 TAX LOT 9500 I 81 TAX NAP IS 1 36AA / 1 I ; I Lor 16 Q TAX MAP 1S 1 36AA - LOT 16 V /.' 10•PUBLIC ROAD WAY LOT 17 f I • PER BOOK 127 PAGE 42� I �� Cl) 10.00 NO026.581 BIN r- - _ - N0026'591 46248' } 133.41' 15.00'EXISTING SANITARY' 150.00' ` 120,00' 159.05' .nom .22,8485E 8 SEWER EASEMENT TO BE I�-B'PUBUC UTILITY 3 , o r REUNOUISHED 1 EASEMENT(TTP) ' :,g TRACT D - g gg Ia sI Q� � g '" 2 SF g+ (46 ' N0026'59"E 81.38' ` I�I 46,002 SF 112,216 SF I 25;00' " 25.00' 1 I `4 (210,547 MINUS ACCESS POLE) I Q 66.02' S00'50'43'W 67.13' - I N0050'43'E 111.24' .a°4^y ,F, NO026'59'E 21085' ' I TAX LOT 2600 a 8'PUBLIC URUTYJ f 1 'oti, TAX S ^''�� BUILDINGS RESTRICTED IN TAX MAP LOT 171 2500 LOT 302 TAX LOT 300 EASEMENT(TTP) t N0050'43'E 137.00' ` '�/ THIS ZONE N0� TAX NAP 15 1 360A i TAX MAP 15 1 36AA - I �� STRUCTURES PERMITTED g • 1 N0050'43'E 137.00' 130 BENEFIT LOTS 44AL C&545 EASEMENT ' M� I'^ N0026'S9'E 105.88' `'. I CC I. b -„7, + I (18,833 MINUSOACCESS POLE) .751. 1 ----- a . 40 41 0l _I P4 P� I $ 4 °�' 26 • ,077 SF S6,On SF I o,I E4- NO026'5VE 118.14' Si w 5+ I I 42 ,9 q3 N0026'59'E 84.69' I _ - - - - - - - - NEON CLEARANCE 1 *� ` 46,5626 SF �SV}6 2631''OYE Y 513 26.31' I TRIANGLE(TYP)� \ S83'36'47'E TAX LOT UJ I_\ wI T 411,256 SF o- 25038 SF g CC (.\ _\ 43TT : - Ti c. TAX MAP 1S12500--A_ 800•�� 8.00'ROW DEDICATON LOT 18 25+00 H 271.44' 15S 188.82' 103.33' SW 69TH AVENUE 17�' o+oo sao2e4rW544zo - 23+00 22+00 -\, - ----- 25.00' $• I ___ _ I PAS 303 `, TAX LOT � - - �9D�98 SRA LOT o9AL� At TAX 2800 BY' '� \ • \ TAXSDD QED®OF DIED TAX MAP IS 136AA ! APPROVED"OAK STREET ESTATES" , I MAPLOT 591 2 sou: AS N I DATE:O6-09-2016 • SUBDIVISION(SUB 2014-001) 1 - W e REGISTERED V LLII PROFESSIONAL LAND URVE R N I , OREGON DULY t4 3007 44 ALELUMER TAX LOT 2900W TAX MAP 1S 1 2500 RENEWS:6/30/17 i LOT 20 REVISIONS g H JOB NUMBER 4294 SHEET g C003 PRIVATE STORM SEWER NOTES: M IV 1. THE Fp10MING STANDARD SPECIFICATIONS ARE INCORPORATED BY REFERENCE.ALL MATERIALS BUILDING OFFSET AS APPROVED i U AND WORK SHALL CONFORM TO APPLICABLE REDUNOIENTS OF THE INTERNATIONAL BMW FOR WORK NTN PUBLIC ROW SEE BY BUILDING JURISDICTION CODE(IBC),WARM PLUBNG CODE(IRC),WA9NGIOR COUNTY DEVELOPMENT CODE AND ��T C2O RAIN DRAIN&OUTFALL PROTECTION DEIGN STANDARDS AND THE AMMAN PRBUC WORKS ASSOCIATION. a s F Li II -1- OT 43 PRIVATE STORM SEWER OVERFLOW TO CONVEYANCE 2.ALL STORM SYSTEMS SHALL BE CLEANED AND HOUSED. SEOIMDR,ROCK,AND OTHER DEBRIS 2"FREEBOARD SPELL DE COLLECTED AND DISPOSED OF N A PROPER MANNER. N NO GSE SHALL DFBNS 89 - mm=� � � ` 6°MAX POND DEPTH U DROP/GE RUSHED oONNPIPEE,DRAM TIES,SEVER LATERALS CULVERTS SHSEWER FOR DISPOSAL. ALL REPAIRED EXPEDRDPAP/GED IRRIGATION Tau9x _. '. • - --�-- - KEYED NOTES: ,1 s> - J \ z DEBRIS COLLECTED SHALL BE DISPOSED OF N A COMMERCIAL LANDFILL OR OTHER APPROVED ? =I •1 � NOTE B. - .8 g LOCATION. _ �� • •:��• iv y 1-- --. - - Al INSTALL 4'PVC 3034 PVF: ♦\S. .\\\ w W .• -. �yFy� _.<,- _ I_ f' ��-A L=5.0200 FT .•••••♦•. O/,p•C4/\%/`� SEE L.o g. S - 3.NSTNU7ON OF THE STORM SEWER SHALL 89 PERFORMED ACCORDING TO THE STANDARD moi` Mgr.. .. �'✓ _ d U/ // ////// PRACTICE AL BACKFILL WINN TRAFFIC AREAS SHALL BE 3/4•-O•COMPACTED CRUSHED ROCK, - 6 J F' _ SW VENT _ �T • ,IA. •M I i/i/i• DcruRu WALL `�8 • COAIPACIED 1p 95.5 ASAI o-898 PER DETAIL --. _.- r _ i .� `," - - - +++--- INSTALL PRIVATE 10'x16'LDA r A Q//�\//�\`�`V„`•`%\//Q/� FILTER FABRIC,e"WIN _ e n '�. 111 tle ►� -- __ • _ OFLOW-THROUGH PLANTER PER CWS DETAIL \� A OVERLAP UP FACILITY SIDES E Ly 4.STORM SEWER PIPE 91891 BE OF THE SITE AND TYPE LISTED UNLESS SPECIFICALLY SHOW ON p y y- Q -0�} IiWP'I�n� � N,�p,R TIE PLANS. STORM STRUCTURES SHALL BE THE TYPE 91089 ON 11E DETAA SHEET. 41 d 4 890.794 SFE.50(4 THIS SHEET) .�T. I.0951.4"..A. 12'AFT of t 4'�°DRAIN n=.� € INSTALLATION SHALL BE PER MANUFACTURES RECOMMENDATI NS O ..Yt,�,� Q 4 ., ROCK Ol( 4 I j • /` E N:291.50(4•S) FOUNDATION a---OVERFLOW TO yam' LL I'\ ;(- E OUT:289.00(4'N) CONVEYANCE 5.POLYMII.131109IDE(PVC)PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM 0-3034,SDR j COUNTY r d,•.T* SYSTEM 35 4•-15 ASTM F-697 SDR 35 18•-24,AS111 C-900 D-1740818 4•-12• AND CR ASTM 0 1� # a'MINIMUML DEPTH ( F ( 7 ( / - 30"MINIMUM Z C-905 0-17840818(16•-24•).GASKETS SHALL CONFORM TO THE REOUNEME111S OF AMR ; 4 t SERVE PROPERTY FACILITY VADTH O it `:' PERFORATED PIPE UNDERDRAIN DESIGN) /R C-477 AND ASTM D-3212 TACT I * L MANIFOLD RUNS LENGTH OFOR MTCH `/I 8.DUCTILE BOH(Q)PIPE SHALL CONFORM 10 TE REWIRElEN15 OF ANSI A21.50-1 OR AVM I I LOT 44 PRIVATE STORM SEWER FAcam.AND DAWN OCCO uil 0150-1,CEMENT LINED PUSH CFI JOINT NTH WATERTIGHT MEETS.THE MINIMUM THICKNESS - §, +•r%.,..,...,..... s • POSInoNED IN DRAIN ROCK LAYER WATER PROOF A'\ .. T C KEYED NOTES: - • PER DETENTION DESIGN.SEE 'VC BOOT&CLAMP /1 CLASS SHALL BE CLASS 50(12•AND LESS)AND CLASS 51(14'AND CHEATER PRIVATE 45 STORM # B1 INSTALL PRIVATE LYNCH STYLE CATCH BASIN PERFORATEND PO TESIPE ILs. W N 7.AIL STORM PIPES SHALL BE INSTALLED NTN TRACER WIRE(18 GAUGE,INSULATED COPPER,OR TAX LOT 8600 LATERAL LOT 45 INFORMATION It A X 5 IO' Qr 0 HEAVER,SEEN IN COLOR OR OBER APPROVED MATERIALS).THE TRACER VIRE SHALL RN 11E TAX MAP IS 1 36AA PRIVATE LOT 43 STORY (SIM CB�)PER DETAIL 1. PRIVATE WATER DUALITY TREATMENT0 FULL LENGTH OF PIPE AND 10 TE TOP OF STRUCTURES AT THE END OF THE PIPE RUN. LOT 8 (SEE SHEET �) 1 LATERAL IKONIAIKN RIA:30215(NOTE NY ELEVATION IS 2. 30'MN NDTH-FACILITY LENGTH TO BE Q O (SEE SILLY C205) BASED ON TC ELEVATION) CALCULATED BASED ON INCOMING FLOWS. ` LOT 3. VEGETATION:SMALL SHRUBS.TREATMENT 0 &OE RESPONSIBILITY FOR CONSTRUCTION OF 511E MIMES SHALL BEM AT A POINT 5'gIT900 . ID.� � E OUT:296.07(4•N) # PLANTINGS:RUSH GRASSES.SEE_IN VOA HANDBOOK. THE BUILDING SUB. ALL STORM SEVEN PIPING NTN 5 FEET OF BUILDINGS SHALL BEN q O BOX SIZE (SF.) 4. NO EES OR DEEP ROOTED VEGETATION OVERI CO ACCORDANCE TUTU BUIDRD PLUMBING PIANS. --II 1 \ O 0 B® INSTALL 4•PVC C900 PIPE: --- PIPING. W T _ s L=21,4 FT # OF PLANTS ---- 5, RAIN DRAINS AND OVERFLOW TO MAINTAIN 9.STORY SEWER PIPES SHALL BE PROWOED NTH A DEVOUT AT ITS UPPER TERMINAL AND EACH0900 FT/FT I MAXIMUM LINEAR SEPARATION. RUN OF PIPING,NIGH IS MORE THAN ONE 119196ED(100)FEET N TOTAL DEVELOPED LENGTH, �� I I 1.�PRIVATE LOT 44 STORY Q �a TYPE OF PLANTS __ 6 No BARK DUSTro BE Z Eo ER FL FACILITY. 0 SHALL BE PROVIDED WITH A CLEANOUT FOR EACH ORE MARRED(100)FEET,OR FRACTION ------------ LATERAL NFO RMATON 4 © 0. 7. CATCALL PRorecnoN SIZED,171 ER FLOW N I ® INSTALL4'PVC 0900 PPE CALCULATIONS. THEREOF,IN LENGTH OF SUCH PPNG.AOOI11p1AL C EAMOUTS SHALL BE PROVIDED FOR EACH (SEE SHEET C205) s e. PLANTER HEIGHT ABOVE GROUND AND DEPTH co L=35.5 FT BELOW GROUND PER OTHERS. 2"MINIMUM ABOVE AGGREGATE CHANGE IN HORIZONTAL DIRECTION EXCEEDING 135 DEGREES ALL REQUIRED . I SIZE.OF PLANTS --- OVERFLOW OR By DESIGN. W W CLEANOUT$MAY NOT BE SHOUT ON THE PLANS. 0 Q 0 I S.O.1�FT 9. BUILDING JURISDICTION APPROVAL REQUIRED YAWN (WIN.1"X 6°PLUGS) DEPTH OF FACIUIY IS BELOW BUILDING FOOTING. 10.ALL PRIVATE STORM SEWER PIPES SHALL BE TESTED AND INSPECTED PER JURISDICTIONAL AND () INSTALL 4.4.7 PVC C900 PIPE CC co IBC/UPC REWIREIFNIS.CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSPECTIONS TUTU 11E I NE;,..: E 287.2I 1 . APPROPRIATE JURISOICTKITS NSPECTN(S). TAX LOT 8700 1 '�' 0 �Q CD 28731 I`_291.60 k, 5-0.0200 FT/FT HANDBOOK .FLOWWTHROUGH C7�VNLr $`rim NUMBER \i TAX MAP 15 1 36AA {'\ IE 288.914 AA'' STANMBa KT.W BLDG.BRUNT �`•_ y6 (0 N 11.01IITES SHORN ARE DRAM SCHEMATICALLY.UTILITY PLANS MAY NOT REFLECT THE ACTUAL MfJ "` SPACING AND HORIZONTAL/VERTICAL LOCATION OF NEW OR EXISTING MIMES.PLANS DO NOT \ LOT 9 0 •_ ® INSTALL STORM CLEANOUT: - - -�- © RIA 289.50 SNOW ALL BENDS,REDUCERS,WIVES, 5,OLE/INUITS,RUNGS,ARD STRUCTURES. - 1 Q E 287.33 CONTRACTOR IS RESIPONSIBI.E FOR MATERIALS AND LABOR NECESSARY TO CONSTRUCT UTILITIES I O Q SHORN AS INTENDED IN ACCORDANCE NTH APPLICABLE MANUFACTURER,LOCAL.STATE,AND \ PRIVATE STORM O Flow-Through Planter Checklist... O Z FEDERAL REQ/ELQI75. (LOT 44) 89 INSTALL 4•PVC C900 PPE u. PRIVATE STORY L-6.47 FT I14.A LICENSED PLUMBING CONTRACTOR IS REQUIRED TO INSTALL TE STORM DRAMS. (LOT 45) IE 28846 { S.0.0200 FT/FTAan1IM InR0aI0Iy rOn4ul10dT srneckirsL ees.Ales nNrepaaractix6es and notes additional remWnenaed nlspeaoro Contact Be yr myna., 15.CONTRACTOR IS RESPONSIBLE FOR SUPPLYING THE PROJECT ENGINEER NTH COPIES OF VIDEO \ Clea Water Se of City representative fa more information. - LINE INSPECTION AND PROOF OF COMPACTION TESTING OF BACKFILL IE:28819 \ B© INSTALL 4•PVC C9CO PPE L=5.00 FT ., TAX LOT 8800 FT/FT IE:294.14 a S=0.0200 n-1;12E1111 LIRA FACILITY NOTES: TAXNAP 1S 1 36AA © I 0 (DI INSTALL 4•PVC c900 PIPE 6.amnla.red Ma a Mangsax r ear War .yet. LOT 10 0 1=200 FT naOM.rI aa+nad M..ar - - 1.CONSTRUCTION OF UDA FLOW TROUGH PLANTER AND INSTALLATION OF GROWING MEDIUM AND ,-" EMI _.- VEGETATION NON THE FLOW THROUGH PLANTER TO BE ACCOMPLISHED BY HOME BUILDER.HOME _.\ © _ • A 5=0.0200 FT/FT I �W.a... data E� =.aa.a.rrr.hemaa.awa.. xaMaa.e.....arMa mom. BUILDER SHALL CONSTRUCT FLOW THROUGH PLANTERS(DESIGNED ACCORDING TO CWS STANDARDS) ___ .__ _. INSTALL PRIVATE "gramma po=Oen A nor.....tap hareems em PER PROPOSED STORM DRAIN PUNS. ® 10'x24 LIRA FLOW-THROUGH en.aM6A,AM a -- _- - I / PLANTER PER GWS DETAIL NO.794(SEE DETAIL EMI 2 LDA FACILITY MINIMUN SIZE(SQUARE FEET)TO BE 6S OF TOTAL STORMWAIER RUNOFF SHEET -' • THS SHEET) j °n"d arsaxaNr 65."""°yaw"M°°weMdM°°"°""M"" ama"°'a"""`w'eNaas'*"TM,.°"'°m"° ^ FLOWING FROM IIPERVIWS SURFACES TO PROPOSED FACILITY. __ __- („ya,m aP,;y,Ma taaa ^0"^"^Nn6ir+ 0.4..3a.aacw,amaea.aa.. am E N:287.17(4•S) IH=^OMMar HIDA FACILITY MAINTENANCE PLAN: i (46) l ��W/y/{\$yam E OUT:28467(489) I� „ Z ^?AFI aamnyaamMrmAw-- arra* FMa.OW. How w=adArmed B tspMWer NM Lae pm..N tles m mikes ma my TAXLOT 9400 as bwKona.md y dbran. N..5.....as a 1.WATER EFFICIENT IRRIGATION SHOULD BE APPUEO THE RRST TWO TEARS AFTER CONSTRUCTION OF j TAX MAP 1S 1 36AA I I T 1 LOT 45 PRIVATE STORM SEWER Amoy Roma THE FACILITY,PARTICULARLY DURING DRY SUMMER MONTHS,WHILE PLANINGS BECOME ESTABLISHED. I LOT 16 I KEYED NOTES: maaerraa:a aMMaI 5...a. Fan.gr.Nra.addYy,rowan. 6mnr,bodareaMdm.aa,a.a.e 0 M .pro.. N AFTER THAT,IRRIGATION IS AT THE OWNER'S DISCRETION. 42 I L () INSTALL PRIVATE LYNCH STYLE CATCH BASIN ...ry..... G.5.. CtlsYAN G.. WG. MRA l.0.011.aw Mt elm a.e.aa.WM nanda.Mpenaor ..I.APA van.mr.Aksadaa,rm;rw bd.Ms hrneuuahaom..awn.raw 2 THE PROPERTY OWNER NLL BE RESPONSIBLE FOR ONGOING MAINTENANCE PER A RECORDED ( i) ICOM A�WB..A 0 MAINTENANCE AGREE. t, STM C8 L PER DETML O RN:302.15(NOTE:RIM ELEVATION S - T 3.WATER SHOULD DRAIN THROUGH THE PLANTER NTN 24 HOURS AFTER A MAJOR STORM EVENT. - BASED ON TC ELEVATION) ligarra ran'd"vi°` °i°`" `V5."Mm' N+5. tlem°a^'°e"a^I6M.wwnV.. waFewmwx^oMnao•.w+re EOMI:296.65(4.89) Wrr.W 0 `i 4.ALL PLANTER COMPONENTS SHOULD BE INSPECTED FOR PROPER OPERATION DURING MAJOR STORM EVENTS. 0 INSTALL 4•PVC 0900 PIPE Cl)5.REMOVE NUISANCE OR INVASIVE PLANTS SUCH AS NEEDS OR BLACKBERRY AND IVY MEN L-423 R 5.„n`w Sunce w In�pacl ue,vcam r 4p ,s nandbx, I DISCOVERED. S=0.2000 FT/TT NOTE: W 6.REMOVE AND REPLACE DAMAGED OR DEAD PUNTS O INSTALL 4•PVC 0900 PIPE F5. 1.CONSTRUCT LATERALS NTN P UB UC ROW PER OILY/CMS L=583 Fi 7.PROVIDE INSECT AND RODENT CONTROL AS NECESSARY. STANDARDS AND DETAILS 5=0.0200 Fr/Fr Flow Through Planter Checklist(continued) > End YMpOo.i DG puked 156chea,43 desuUea erAen 1351 s.O Vnd�adtlihatal recommended,apeaens Collar*de ZVUG,.near. C4 INSTALL STORM CLEANOUT: ClAn'WRAYServices b City representative Ya maeinHlrnevoa M RM:289.55 IL IE 287.00 0 INSTALL 4•PAC 0900 PIPE L=9.B5 FT 1 AIM* W.A.O. , I Co aa.o.....a.r,13,.... a rv..N.Wma...Mda.mem,a m DESIGNED Br: JRA 5=0.0200 FT/}T A+AMR�awd n N amlacaB.Ono.. MAaaAr.¢ad++rneaaaear.w. DRAM BY: .81A __ an*rma.M aaa aaapap.a*nag men.. I db04 M.wWOYn r5.Mw.vaa.rnOpaYdapaawdti ro:..A..p.r.,:m.,.rennmAr.Amm. WA01EILED BY: PA$ ®INSTALL 4'PVC C900 PIPE: nay.dmcAd N..n.me.....a WSSGrede 5.0 ....r..iBA.p.VM.p.t.wM.6.r. • L=5 FT A..rywRaw Gsn m...5.. w,aleF„eaam.a.;6e.d e.aYo.rsx.x aaesWs,sa.asWraroap,sl,eaaae„araNA. WAIL AS NOTD SCALE 1• = 30 FEET 5-0.0200 FT/FT ;T �Irr :nA.adKPVme .mnma..a. DALE 06-09-2016 r Isar3 U 11111.1M l!• woo, crra. mom Av0..am.w Aarppam.gt,Otlry 1...lutrameormt.. 4.WaaseM.a 1 1 ■ LM C7 INSTALL 4•PVC 0900 PPE ' waa.dn.. aar dwaaiae.a,rcaae�a.m,e�aem, 00 0 12 10 24 90 1-200 FT A...Fd6q.q �"p NA. Aar.A'Aas:de G.5.. aced W=arrua Arr.eaUW,,sIe.W.em ae,nNh.rea,einvatl 3 S=0.0200 FT/FT , ;+.:d.wwmr kW*raseer.aa6m Gert. TUNora De. N.** nwi=ddrmramdINBWIy F/V Oi0a1I - ®INSTALL PRIVATE 10'X24'WA I n.�.,adda,.a k FLOW-TROO N PUNTER PER CWS DETAIL A""°"A°'d re''., ' N0.794(SEE DETAIL THIS$1EET) ,,0I "M`MM °n"' Naar "" ARAB 1piA*PInInWAN.ana row.MieuABMA,Gaa.eNaan.e.N.✓ �MOE'R N. ddaa Ma b.l datr V,rM aaaaa aNn F. E IN:286.77(45) AwrMTsgAa co.., IIEOIETdAA DAM 4w/n 5_ E OUT:284.27(ex) .mom.rradm,.rr.Pr R. Pay.B*V. ................ 6a...mrmdMU DAadoaMa. DEMONS P0.41y/... / QA. MY Mm N*NOMa/4 Ga. EUDMA.9NICS Wam.n 9,d'/a.K.bommeD.k5..A TM...90dA.dR.0;mm.h.niI0..- IB.BNU two NW i m' am.A.dvaaMn G.A. JOB NUMBER amaaa naaraemore**raga Weure 4294 1F p.en.0.5. ream lN.e growMMArantl amWewba4®w,tlaMnm.W men. SHEET �s...e lars,Imp./DerabparentAaaarchos HOdivok C204 • 1 LIC9 g 1 FOR wCRN WITHIN PUBLIC ROW SEE SHEET C201 § 4 2 LLC SW VENTURA DRIVE i5 �"€ h Wp y`✓ dis-1 W a A 0 N CIO W I - - W � �y O., 0000 I- 5 ( ct a s e1 *CO n N g _.--_,,(-- e W 0 ® 1`� IE 249.03 Ill t N 0 M wr F . g V� W m ' V l� V LOT 43 PRIVATE STORM LOT 44 PRIVATE STORM LOT 45 PRIVATE STORM SEWER n **17 SEWER KEYED NOTES: SEWER KEYED NOTES: KEYED NOTES: cc co [----° O INSTALL 4'PVC PIPE ®INSTALL 4'PVC PIPE ®NSTAIL 4'PVC PIPE: CO N L=2.50 FT L=2.00 FT L=200 FT V �+ I ' ? S=0.1600 FT/FT S=aozoo Fr/FT s=0.1500 FT/FT TRACT Dh---€) M INSTALL 7.PVC PIPE B 1 INSTALL 4'PVC PIPE: ®NSTALL 4'PVC PIPE: O L=77.38 FT L=10.4 FT 1=6.89 FT Q Z r 5-0.3900 fT/FT 5=0.0700 FT/FT 5=0.0900 FT/FT 0 Q Q i ®NSTALL STORM CLEANOUT ® 4 o * E 3 NSTALL STORM CLEANOUT: CIt NSTALL STORN CLEANOUT: RIM:26x95 1,RBA1 286.39 RN:285.87 _ 0---tj *13- C- IE 258.42IE:283.90IE 2&7.35 ®NSTALL 4'PVC PIPE: 0 INSTALL 4'PVC PIPE 1®INSTALL 4'PVC PIPE r L=70.95 FT L=13.4 FT L-18.54 FT 5=0.1436 FT/FT 5=0.1400 FT/FT S=0.1003 FT/FT E M Z _�f]//•\\v�� A7 l7NNECT 4'PVC PMVAIE STORM TO ®NSTALL 4'PVC PIPE: 0 9457q(1 4'PVC pif. Z NEW 4'PUBLIC LATERAL.SEE SHEET L=66.4 FT 1=64.64 TT C201 FOR LATERAL IE 5=0.3300 FT/FT 5=0.3100 FT/FT J INSTALL STORM CLEANOUT: AA f�-^�1 © RIM:252.72 15 NSTALLLST BClfWOUT: 0 INSTALL 4'PVC PIPE Ii �,.✓ ~ { 1E 280.11 RRA:261.4644 Z E 0 INSTALL 4'PVC PIPE ®NSTALL 4'PVC PIPEQ L:316 FT L=49.92 FT M 3Ci 5=0.3300 FT/FT S=0.3185 FT/FT Li /� ;I; i 814 \ } - J C 1®INSTALL 4 PVC PIPE 1®CONNECT 4'PVC PRIVATE STORM TO CV t/�r^w��5 0...../ 1=203 FT NEW 4'PUBLIC LATERAL SEE SNEET C2D1 M2 u- C l fi0.2558 FT/FT 115 LATERAL IE. ii O 0 `.✓ NSTALL STIXM CLEANOUT: 0 CONNECT 4'PVC S10RIl LATERAL 70 RIM:249.66 O N IXISI1NG STORM AREA DRAIN {� . O 0 TEM:247.42(4'NE) •'^ \� - 0 1 OUT:243.62(16'Nw)E%ISTNC V/ W a3 0 I- C i N IcE 0 1E281.50 • I,., f IE 28203 ® o. ® 4' a m \ . 1:26197 I 0 1E284.63 N. ocscfim ar JRA 1E288.60 55606 et :AD I 1:284.27 ® 1E289.00 _© cx[am fir: S IE284.67 SGIE: AS N DATE 06-09-2016 g / SCALE 1" = 10 FEET 1 j / / . t.61 M!! ® BE NI . ` p 10 0 4 6 6 10 w9'W.. ,. LOT 45 USA LOT 44 WA LOT 43 LIRA V Row-1HROUC41 PLANTER Row-THROU(}I'LINTER FLOW-THRE JIDI PLANTER 4N (SEE SHEET 0204) (SEE SHEET 0204 RENEWAL DAM 6/30/17 04) F. PRIVATE STORM(LOT 44) 60695x5 a (SEE SHEET 0204) NOTE: �1i��Sl 45 1.CONSTRUCT LATERALS YATNN PUBLIC ROW PER an/CWS JOB NUMBER Pi G PRIvatE STatY(Lar 45) B STANDARDS AND DETAILS.SEE SHEET 0201 FOR ALL PUBLIC STORM (SEE SHEEP CT04) 43 DRAIN INFORMATION. 4294 I SHEET g I d C205 .. .,, 1, 11 .. s N . ,, o 11=g Zi 0„ Cr) UJ ccc " < 0 ° � 0 GRANULAR BACKFILL NATIVE BACKFILL CAST-IN-PLACEr LU r REINFORCED CONCRETE - 0 s SEE BOX AND COVER SUPPORT COLLAR Imm LLI Art SURFACE - MOUND EXCESS NATIVE MATERIAL NOTES BELOW PLUG WTN WATERTIGHT SQUARE NUT THREADED PIPE N bid RESTORATION AS OVER TRENCH TO ALLOW FOR \ REQUIRED �$E17LEAENT(4'MAIC). GRADE FLUSH FINISH GRADE \\\ 2'(1Y7'ICAL) r - LU WHEN TRENCH BACKFILL STAB5. WELDED METAL 8't- TRAP WHINGED ♦. nu '4 CLEANOUT UD 1( —�-1 V/ -12'NATIVE TOP SOIL IF SOCKET AND Ell i ? ;I__—F J- r `... COMPACT TO 92% COMPACT TO 85% TOP SOL EXISTED PRIOR THREAD ADAPTOR Z OF MAX DRY OF MAX DRY DENSITY TO EXCAVATION. PROVIDE 3/4'-0 CRUSHED = J'--2'-0•SD.—Y( N UNDISTURBED DENSITY PER - PER AASHTO T-180 f O EARTHROCK FOR A MINIMUM O '� J Z AUNTS 1-180 —EXCAVATED —2-UNDISTURBED��llW — 6"AROUND CLEANOUT ,K--2'-4'S0.--I' - Q M COMPACTED 322 1/2'BEND GRATE: WELDED STEEL DROP-R - O �' DEPTH VARIES ` BAR GRATE(ASTM A36). L J Q END BARS:1/2'X 2' 1. 3/4'-0 � 1 CROSS BARS:1/2'X 2'0 2'O.C' PLAN VIEW /4 R®AR C7 0 CRUSHED ROCK / TRACER WIRE AS REQUIRED BIKE STRAPS:1/8•X 1' (2 Rac. PLAIN END PIPE, 16,000 LB.UNIFORM LOAD CAPACITY CONTINUOUS e'MIN.LENGTH GRATE DETAIL RIM ELEV. Pour. N 3/4'-0 CRUSHED ROCK • 1/2 PIPE O.D. ` 1 L.._ > L J PLUS 12'MM _� I - fERNCO PIPE ZONE 22 1/2'BEND WELDED METALTRAP W/HINGED 1 i ABOVE BELL --mak— ` CLEANOUT UD / W/� r_,. �AS REQb. CC• PL PIPE 0.0. 3/4:0 1 I 1 PLUS 6'MIN /4'UP K POE REDOING SEE CLEARANCE TABLE — - 1;1 I 6' 1/z•TYP. T W BELOW BELL (TYPICAL BOTH SIDES) r- MEM 3'COMPACTED CRUSHED ROCK \\ Q ,r--STABLE SUBGRADE CR TRENCH AR `INVERT ELfV. STABIU2ATION AS REQUIRED _ .r" 24'MINIMUM A (TYPICAL ROTH SKIES) I '� FLOW aA� .K—12' 5. 0y� CLEARANCE TARENXTp1E PIPE NSTAl1ATSIS \ f 2'-0'SQ. I IVT. M0(IERR CLEARANCERWYE PIPE REDOINGNCRI PPE CONCRETE COLLAR Cl 90' 12-/18' -�--M-v 18-18' IY/t!' te'-21 16724' yp] —4"COMPACTED GRANULAR 24-30" l8"/30' M, p SPACE 018001 ppb 1. CLEANOUT RISER SHALL BE SAME SIZE(6•MAX RISER DIAMETER)AND MATERIAL AS LATERAL PIPE. BACKFILLM >341 24739• UP TO a' B MN/tz MAX 2. CLEANOUT PIPE SHALL BE LEFT 18'ABOVE EXISTING GRADE UNTIL ALL CURBS ARE INSTALLED AND PRIVATE 0 UTRITY TRENCHES ARE BACKFILLED. CLEANOUTS SHALL THEN BE SET FLUSH NTH FINISH GRADE 3. TRAFFIC AREA CLEANOUT SHALL BE a'X4-CAST IRON FRAME AND COYER,OLYMPIC M1007 OR APPROVED EQUAL NOTES: 1. GRANULAR BACKFILL REQUIRED UNDER ALL EXISTING OR FUTURE IMPROVED AREAS INCLUDING SIDEWALKS. 5. NON-TRAFFIC AREA CLEANOUT:CARSON MODEL 910 T-COVER OR APPROVED EQUAL(GREEN FOR SEWER,GRAY 1. SEE CONSTRUCTION DRAWINGS FOR PIPE SIZE,LOCATION AND INVERT ELEVATION. /) 2. WHERE NEW PIPING IS IN SAME ALIGNMENT AS EXISTING PIPING,THE PIPE EMBEDMENT SHALL EXTEND TO A FOR STORM) 2. OUTLET:SIZE AS RECD.FOR INDICATED PIPE SIZE. V MINIMUM OF 6'BELOW THE NEW PIPING OR 6"BELOW EXISTING PIPING,WHICHEVER IS DEEPER. 6. ALL STORM SEWER UDS TO READ'STORM'OR'C/0'. 3. CONCRETE SHALL BE 4,000 PS AT 28 DAYS. W 3. FOR FLEXIBLE PIPE,BOTTOM OF TRENCH SHORING SHALL BE ABOVE SPRhNGUNE AND UNDER THE PIPE HAUNCHES. 7. ALL SANITARY SEWER UDS TO READ-SEWER" 4. CONSTRUCT BASIN OF WELDED 1/4"STEEL COAT ALL SURFACES WITH ASPHALTIC PAINT. TRENCH BACKFILL CLEANOUT STANDARD CATCH BASIN (LYNCH STYLE) Q NIS NIS NTS > CC Ci. D61tl1m BY: ,RA BRAXN BY: MA CHECKED at PAS SCAM AS NOTED DATE 06-09-2016 Nd El 0 VI' 0mal mfr W+ �NOER H. ROOM OATS:6/30/17 pg SWOONS JOB NUMBER 4294 I SHEET C206 _ _ __ _ N W22 . , A mS ,...„ , ---,--- g - ., ,, g@ g it I FOR WORK*THIN PUBLIC ROW SEE IIC § / 7,/ ,_/ 7,/ , �'�X01 LOT 45 PRIVATE SANITARY SEWER LOT 44 PRIVATE SANITARY SEWER a 1 5 ' 4, ./ 4_. _;,.._ __. _ __,�- __ ._ -„� KEYED NOTES: KEYED NOTES: -"" '- ~ +� ',-,-,_/, / 1 / 4+00 Ct INSTALL 4'PVL PIPE NIo ,n _r_ .... I_--- O ® INSTALL 4'PVC PIPE tl�al� J Ti"% J/ // ILI // / // / /,/ `' Y SW VENTURA DRIVE Ls=0.2140 Fr L=120 Fr s € 1 / / / ��/ r T 4 C2 INSTALL SANITARY SEWER CLEANOUT: B2 INSTALL SANITARY SEVER CIFANOUT: bL� F ^'i d = RIM:286.27 EM:286.44 o / /1 _. V... _ I E 28257 z � a�o W _1 l / / O INSTALL PVC PIPE: B3 INSTALL 4'PVC Z.�q / 5T PK: -- - ---. _- _i- _ S=O FT L=76.23 01 ___ 24 5 _. - 5=0.2678 FT/FT 7 FT/FT ill vP PUBLIC STORM UTERAlS, CAL INSTALL SANITARY SEWER CLEANOUT: 0 INSTALL SANITARY SEWER CLEANOUT: W - - SEE SHEET C301 s.- .,_ _ - - «,_. _ ,. - - -_ __ - W oC RIM:263.75 RIM:76.23 - - IF:259.75 N:259.42 ` '11 0 • 0 O INSTALL 4'PVC PIPE: ®INSTIL 4'PVC PIPE r O . 40 0 0 0 ib © \.40 % S=0.302 FT L=51.93 FT Q O 5=0.3017 PRIVATE 5=0.2827 FT/FT O N.,(„,__ M OD ®CONNECT 4'PRIVATE SANITARY TO ®COFIRECT 4'PRIVATE SANITARY TO ? // \vr In NEW 4'PUBLIC LATERAL SEE SHEET C301 NEW 4'PUBLIC LATERAL SEE SHEET C301 LU r 'C Y ` FOR LATERAL IE. FOR LATERAL IE 1 I** N " BS W 0 �( i* , *44* CO Hy a U) N TRACT D Q*R-.' ''CZ * Ili 1 CI B4 0 Cr .---\\*- // �= SCALE 1" = 10 FEET IIMINIMIMMIN 0 " ! 3 • Y // 15 Z Z J 3 3 ,. �V " Q a C/ cn re C' F-0 1 a. ILI . 0 0PRIVATE SANITARY SER SYSM NOTES `Q W 1. 7NE FOWINGG STANDARD SPECIFICATIONS ARE INCORATED FOR REFCE NL MAIALS AND WK SHALL CONFORM TO APPUCABLf REQUMENTS OF 1HE INNATIONAL /BUILDING CODE IBC1,UNIFORM PLUMBING CODE(UPC),CLEAN WATER SERVICES RESIGN AND CONSTRUCTION STANDARDS WASHRICTON COUNTY CODE AND SPECIFICATIONS,AND 1HE AMERICAN PUBLIC KS ASSOCIATION. CC 2.AU.SANITARY SEWER SYSTEMS SHALL BE CASE SHALL DEBRIS BE FLUSHER DOWN AC STORM OR SMIMY SEWER FOR DISPOSAL. DEBRIS SOF D OTHER DEBRIS BE COLLECTED AND DISPOSEDIN A PROPER MANNER. N NO 0. } 3 \ (Di. 3.SMMTARY SEWER PPE SHALL BE OF THE SIZE AND TYPE NOTED ON THE PLANS. 4.INSTALLATION OF THE SANITARY SEWER SHALL BE PERFORMED ACCORDING TO THE STANDARD PRACTICE ML S CKOLL IN TRAFFIC OR HARD SURFACE AREAS SHALL BE 3/4'-0' COMPACTED CRUSHED ROCK,COMPACTED TO 95%ASM D-698 PER DETAIL Ii 5.CONTRACTOR TO COORDINATE THE RELOCATION OF DRY UTILITIES(CABLE,PHONE,GS,POWER,ETC.)AS NECESSARY. / 6.POLYVINYL CHLORIDE(PVC)PPE(MINIMUM 2-FT CORECON R)SHALL FORM TO THE REQUIREMENTS OF ASTM D-3034,SDR 35(4'-151,ASTM F-697 SDR 35(18'-24'),AND/OR j A5111 C-900 D-174DIR18 4'-12',AVM C-905 0-17840618(I6'-24').GASKETS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-477 AND ASTM D-3212 oLscRm V: ,IRA 7.DUCTILE IRON(D)(MINIMUM 0.5-FT COVER)PIPE SHALL CONFORM TO THE REQUIREMENTS OF ARS A21.50-1 OR ANNA C150-1,CEMENT LVED PUSH ON JOINT.THE MINIMUM DRAWN 811 JRA THICKNESS CLASS SHALL BE CLASS 50(12'AND LESS)AND CLASS 51(14'AND GREATER). NECKED IT PAS I _ © B ALL SANITARY SEWER PIPES SHALL BE INSTALLED WIN TRACER MRE 08 GAUGE,NSULATED COPPER,OR HEAVIER,GREEN IN COLOR OR APPROVED MATERIALS).THE TRACER WIRE 500E AS NOTED is' SHALL RUN THE FULL LENGTH OF PIPE ARD TO THE TOP OF STRUCTURES AT THE DO OF THE PIPE RLN. DATE 06-09-2016 / E:283.34 © / L / 9.ALL SAITARY SEWER PIPING WTHN 5 FEET OF BUILDINGS SHALL BE IN ACCORDANCE WWI BUILDING AND PLUMBING PLANS �// 1E:283.42 / -_.._.-, J� i / 10.SANITARY SEWER PIPES SHALL PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL AND EACH RUN OF KING,WHICH IS MORE THAN ONE HUNDRED(100)FEET IN TOTAL 4,03 N l,N,a ��-_-_... ... /j% �'/ / /,. / OEVQOPED LENGTH,SHALL BE PROVIDED NTH A CLEANOUT FOR EACH ONE HUNDRED(1001 FEET,OR TRACTION MET,IN LENGTH OF SUCH PIPING.ADDITIONAL CLEANOUTS 4': P 4 !_, �i SHALL BE PROVIDED FOR EACH AGGREGATE CHANGE IN HORIZONTAL DIRECTION CO 135 DEGREES ALL REQUIRED CLEANOUTS MAY NOT BE SHOWN ON PLANS / - 11.ALL PRIVATE SANITARY SEWER PIPES SHALL BE TESTED AND INSPECTED PER IBC/UPC REQUIREMENTS.CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSPECTIONS WITH THE APPROPRIATE JURISDICTION'S INSPECTOR. 'WNNRr �A. I 12.THE RESPONSIBHUTY FOR CONSTRUCTION OF SITE UTIUTIES SHALL BEGIN AT A POINT 5'OUTSIDE THE GUIDING SLAB. • PRIEWAL DAR:1/30/17 F.. ii UTILITIES SHOWN ARE DRAWN SCHEMATICALLY.OTUTY PUNS MAY NOT REFLECT THE ACTUAL SPACING AND HORIZONTAL/VERTICAL LOCATION OF NEW OR USING UTILITIES. RLWSR1Ms 5 I PLANS DO NOT SHOW ALL BENDS,REDUCERS,WYE'S GASKETS,CLEANDJTS,MRCS,AND STRUCTURES.CONTRACTOR IS RESPONSIBLE FOR MATERIALS AND LABOR NECESSARY TO CONSTRUCT UTUTIES SHOWN AS INTENDED IN ACCORDANCE MTH APPLICABLE MANUFACTURER,LOCAL,STATE AND FEDERAL REQUIREMENTS. I 14.CONTRACTOR SHALL COORDNATE CONSTRUCTION TO PREVENT ELEVATION CONFLICTS g, 4*.1- ALJ - 15.WATER TESTING OF ME SANITARY SEWER IS ONLY ALLOWED F THE ENDRE PIPING SYSTEM I5 EKPOSED TO NEW AND NOT COVERED IN ANY WAY. JOB NUMBER 44 43 16.CONTRACTOR IS RESPONSIBLE FOR SUPPLYING THE PROTECT ENGINEER NIH COPIES OF VIDEO UNE NSPECSDN AND PROOF OF COMPACTON TESTING OF BACKFILL 4294 J I 17.ABANDONED SANITARY SEWER UNES SHALL BE REMOVED IN THEIR ENTIRETY OR FULLY GROUTED.INSPECTION IS REQUIRED. SHEET i I e $ H 18.INSTALL 2X4 LATERAL STUBS AT THE END OF PRIVATE LATERALS.COLOR CODE SURFACE IS TO BE GREEN AND SNB MUST BE A MINIMUM OF 36'ABOVE GROUND SURFACE. C303 'SF er ii W he dh 2 U rcQZ g • lg$" > F.Z_ai, o me z CI) v2 ao� GRANULAR BACKFILL NATIVE BACKFILL W In a SEE BOX AND COVER WATERTIGHT THREADED PIPEL ,O SURFACE MOUND EXCESS NATIVE MATERIAL NOTES BELOW RESTORATION AS� OVER TRENCH TO ALLOW FOR \ PLUG WITH SQUARE NUT r IN REQUIRED SETTLEMENT(4'MAK). GRADE FLUSH FINISH GRADE \\\ 2'(TYPICAL) W M WY WHEN TRENCH BACKFAI STABIUffS. W 8•± ov■ 12 NATIVE TOP SOIL IF SOCKET AND Cl) COMPACT TO 92% COMPACT TO 85% TOP SOIL EXISTED PRIOR INROAD ADAPTOR �.� OF MAX DRY OF MAX DRY DENSITY TO EXCAVATION. PROMDE 3/4'-0 CRUSHED UNDISTURBED DENSITY PER PER AASHTO T-180 COM EARTH AASHTO T-181 - ROCK FOR A MINIMUM OF _/ •r Z — %CAVATEDNATIVE UNDEAARTH- 6'AROUND CLEANOUT COMPACTED MATERIAL-2_ —. Q Z Q BACKFILL 22 1/2'BENDJIM M DEPTH VARIES , O `1. 3/4'-0 if Q CRUSHED ROCK / TRACER WRE AS REWIRED ` \I_ox //// PLAIN END RIPE, (, 8 MIN.LENGTH ,g 3/4'-0 CRUSHED ROCK W 1/2 PIPE O.D. PIPE ZONE r PLUS 12'MIN // ABOVE BELL 22 I/2'BEND MM 1/2 PIPE O.D. 3/4'-O / W PLUS 6'MIN RIPE BEDDING / / SEE CLEARANCE TABLE BELOW BELL j (TYPICAL BOTH SIDES) 411111 -- CRUSHED ROCK -- STABLE SUBGRADE OR TRENCH W STABILIZATION As REQUIRED Illt FLOW V//�//�� .Y 24'MINIMUM (TYPICAL BOT1 24'MINIMUM SIDES) I CLEARANCE TABLE MULTIPLE PIPE NSIALLAWOMS NON PIPE INIMAX NW PIPE BEDDING CC U) CEAMETER CLEARANCE 00' 10'/18 J 12'-18' I2'/IS 1B'-21' 16'/21' NEM I- 24-30' 14730' gA1L1FR �A(F BEIYFF7!PPES 1, CLEANOUT RISER SHALL BE SAME SIZE(6'MAX RISER DIAMETER)AND MATERIAL AS LATERAL PIPE Z >30' 24716' w To zl• e-MW/IT MAX 3 CLEANOUT PIPE SHALL BE LEFT 18'ABOVE EXISTING GRADE UNTIL ALL CURBS ARE INSTALLED AND PRIVATE UTILITY TRENCHES ARE BACKFlLLLD. CLEANOUTS SHALL THEN BE SET FLUSH WITH FINISH GRADE < Q 3. TRAFFIC AREA CLEANOUT SHALL BE 8'X4'CAST RON FRAME AND COVER,OLYMPIC 81007 OR APPROVED EQUAL /A 1. GRANULAR BACKFILL REQUIRED UNDER ALL EXISTING OR FUTURE IMPROVED AREAS INCLUDING SIDEWALKS. 5. NON-TRAFFIC AREA CLEANOUT:CARSON MODEL 910 T-COVER OR APPROVED EQUAL(GREEN FOR SEWER,GRAY V/ 2. WHERE NEW PIPING IS IN SAME ALIGNMENT AS EXISTING PIPING,THE PIPE EMBEDMENT SHALL EXTEND TO A FOR STORM) W MINIMUM OF 6'BELOW THE NEW PIPING OR 6'BELOW EXISTING PIPING,WHICHEVER IS DEEPER. 6. ALL STORM SEWER UDS TO READ'STORM'CR'C/0'. 3 FOR FLEXIBLE PIPE,BOTTOM OF TRENCH SHORING SHALL BE ABOVE SPRINGJNE AND UNDER THE PIPE HAUNCHES. 7. ALL SANITARY SEWER UDS TO READ'SEWER' Ir TRENCHNBACKFILL CLEANOUT ; NTS M_ CC 0. 0EMMIER BM ,RA DAWN BE JRA CHEMED BY: PAS SCALE: AS NOTED DATE 06-09-2016 T 1 o 4Dt 9Fe.<i EE KNEW DAM � 6EM96N5 F., JOB NUMBER 4294 I S SHEET C304 Ii1 `a',111 C 1 TAX LOT 9700 '' I " I TAX MM,S,36AA ----- , TAX LOT 9300 - I - : •..i LOT 19 TAX LOT 10200 G I TAX MAP Is 1 36AA • j r � TAX LOT 2400 3 F LOT 15 In TAX MAP 1S 1 36AA 1- I, I II Y7 TAX MAP IS 1 25DD _ TRACTS 1 -',- — 0 : TAX LOT 8800 I w l l LOT 15 a � a I �� TAX MAP 15 36AA �' TAX LOT 8600 ' I I 4; za g / �_ --. ___. ----._ i-�' / '1 M LOT 136 8 'LL e -- - J E LOT 10 TAX AA - • I 1'' j j 111 ZA I ,1 IQ tR iI 3 TAX LOT 8700 „ � — g TAX LOT 9600 I I TAX MAP 1S 1 36AA 3 1 I.? ' } °�I TAX LOT 2500 N U.1 H TAX MAOT 1 36AA I'( `- I 1 11.-\ TAX LOT 9400 Lor 9 I w TAX MAP 15 1 xwD W TAX LOT 9500, II . gTAX MAP IS 1 36AA 't I 's w ' 1 f LOT 18 I TAX MAX 15 1 36AA *T I I LOT 16 1 .L.-_ LOT 16 O LOT 17 \ / I I ' I- o .•,, , .1 •14;4 is I I N� Tacp I— • k �p L . W m(39) (46) 45 O * 1 ' ,11 i, O a = rep m m ICC 0 zem I , �,,,. _ _N;---- ---� - -�• _ TAX LOT 2600 TAX LOT 300 1 ..141=-1—':_74.:41:111 ~I I 6 gig 1MN, , ., -- l= TAX MAP 1S 1 25DD TAX MAP IS 1 36AA - 1-!I I I LOT 17 Cl) A, 1• cc r' 0 40 41 h ,I m m A — I Q Z cc— I • �1 wer A 42 g k ('f 0 / —II 'I f y` /IT O •. 1 TAX LOT H a; yl IF ( 0 ��� OA C 4� I 2700 e�S= 11Ft' C L'i0�ra irv��S'y-O I I \«?''o'Ssy , ` .. \-\ 0 I 1 TAX MAP LOT1 ie,zSDD - I I SW 69rTH AV NUE O �' >o+oa � a. O I I W 1 _ -- � 4�+ �. w .�_ a "`�� � I I �1 + I I TAX LOT 2800 Q APPROVED STREET"OAK �'� ��� ESTATES" I H I TAX MAP 1s 1 2500 J SUBDIVISION(SUB 2014-0O1) \a )\1 I OTs d 1 IHII ,' Vw 1 'I W I I o �, : _' r F- I CO l 1pP Cr 11 1 i � ;N 1 1 , f1 SCALE r = 30 FEET 330 33u M 1 KEYED PUBLIC WATER NOTES: ® KEYED PRIVATE WATER NOTES: QQ M MI I 80 0 1z 16 E4 so 1. STA 21+88.81(11.0W)SW 69TH AVENUE 10. CONTRACTOR TO COORDINATE MTh UCENSED PLUMBER TO INSTALL 325 - _..-- _. j _ -- -__ _. -__...._._.- ___..-_ 325 STA 10+11.05(8.088)SW LOCUST STREET PRIVATE 1,/4'DIAMETER PEX WATER UNE PER PURSING CODE DOSING GROUND ATI REMOVE WAG BLOW-OFF VALE ASSEMBLY FOR FUTURE CCNNCECTION TO WATER METER.BACKFILL PRIVATE 320 PIPE CENTERLINE --T-- � AND CONNECT TO EXISTING WATER UNE MTH CLASS 8 BACKFILL FMASH4�GRADE Al I — 320 2. INSTALL 161 IF a WATER MAIN 11. EXTEND PRIVATE WATER LINE 511.0 TO 5'OUTSIDE PROPOSED AC i I315 I RIPE•.i TERME 3. VERTICALLY DEFLECT WATER MON TO 5.8'OF COVER TO CROSS AND CAP FOR FUTURE CONNECTIONS.1�—r� 315 UNDERNEATH STORM LATERO. 310 - — 310 4. RERI1CALLY DEFLECT WATER MAIN TO 4.8'OF COVER TO CROSS OE9CNE6 er. JRA ICONNECT TOIL `-►_ U1IDERNEAIN STORM IENI p+XI,N er. J1A (� EXISTING WAXER MAW 305 1 BEGIN CT TO OEF ECT1CN\ -- — 305 5. STA 11+77.28(7.968)SW LOCUST STREET AEM01E EIISTINC BLOW alta®er: PAS \\lgpM STA 0+24.00 WAT A STORM TFRAL Off VALVE AND CONNECT INTO E%1S8NG 8'WATER MON ecu[ AS NOTED 300 'PANT CR,+.•NG STS DATE:06-09-2016 CROSS AG 300 6. CONNECT EXISTING WATER SERVICE UNE TO NEW DUAL WATER CONNECT LTO SERWCE REIFY BOX I i T` 295 -- !, - --- _ E705 INC WATER MAN poTWi�.�� LND• VE AL RILEU11Gt7 295 7. CONNECT DOSING WATER SERMCE UNE TO NEW SINGLE WATER g. 290 --- - Pueuc Wn_tER n STA 1+85.00 WAT A SOME MEIFR BOX T;7 S CROSSING -�___ .___- _-_-_ -- 290 8. INSTALL 1.SINGLE WATER SERNCE METER(TVP) / SANITARY MO I 5 1 •- 9. INSTALL 1'DUAL WATER sER1TCE METER TIP Y 285 :TON ,A 285 (TAP) RENEWAL DATE:5/30/17 All.PROFILE ELEVATIONS BASED ON PPE CEN r,NE UNLESSI OTFM'RWISE TOTED NOTES REM9CMS ' 280 280 P CONTRACTOR 10 POTHOLE DOSING UTILITY 1L1 OElEIirE PPE a ± ± ± MET ELEVATI N PRION 70 STORING CONSIRIICII0L1 NA CREW MA1E18OS CONTACT PRQECT ENGINEER F OOIMUCT OR MI7N PWIS E1a51S JOB NUMBER t MAINTAN 8'SEPARAUON FROM WATER MAW ANO CURB(MESS 4294 OMEAIISf SPEEFED.. SHEET S C401 Ft W t7 F gSTRAP/SLING )- 0 PE ENCASEMENT O4 •-•eza --.- 18" ;I .t.' I _ _ lc II111111I.I,.,,-..IIIIIII Z •• y -) 1 I 'O a i //— 3 PLANTER 24" ¢' PROPERTY LINE „c41 2§ 6” CLASS °B" %/\\%/\\//\//° \\\\ \\��\�\\� STRIP - BACKFILL /\/\�,1,\r\%,,. /\,,,,,?‘,,\/>\,/„. 8 0 SIDEWALK I LATHE ON PROP. ii N a _ Ill ® '_ PROPERTY CORNER. I g �/ I . MI PROPERTY LINE AND SEE NOTES 2 AND 3a"��_ a O // >. �.. .•. •j/\//,,\6.,, LOT NUMBERS MARKED _PUBLIC UTILITY I ""'V 2 3 /� j//�//\ //\ / - ON FACE OF CURB. \!\/�.�\A�:�/.�i�/ \/\// i SEE NOTE 1. PLAN EASEMENT 1 `n'F g E _ �� W ��aLL ei g (---- _IL Z AN,- a ,?4%44CeYY ; i COELEVATION W I .1I IL --.0- TWO / / // /\/\%\/\"- V METER BOX AND SERVICG'E \ PER CURRENT T 0 ` /\//\\//�\%Y%/i\�\//%/\/\jj� INSTALLATION BY TVWD `I PLUMBING CODE O TWO 12-jlikaLAYERS OF TAPE WRAPPED ALL THE WAY AROUND 1. CUT THE POLYETHYLENE TUBE TWO FEET LONGER THAN PIPE AND SLIP OVER PIPE AS Cl) SHOWN. CURB STOP •IL`_'tak� : 9„ T 1. SPREAD THE POLYETHYLENE TUBE AS SHOWN SO THAT ENOUGH IS LEFT TO PROVIDE I Til O ; A ONE FOOT OVERLAP AT EACH END OF PIPE. 1"TYPE"K"SOFTI ` 2. TAKE UP SLACK IN THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG BUT NOT COPPER TUBING METERNgz !_- M N TIGHT FIT. FOLD OVER ON TOP OF PIPE AND SECURE IN PLACE WITH 2-LAYERS OF i W CIRCUMFERENTIALLY WRAPPED TAPE ABOUT TWO FEET ON CENTER. (PE SHOWN LOOSE 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY lii FOR CLARITY) UNE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK UJ D THE PROPERTY UNE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. IX V/ 3. LOWER PIPE INTO TRENCH, BEING SURE THAT THE POLYWRAP IS NOT DAMAGED, AND 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER .....0MAKE UP JOINT. SERVICE INSTALLATION,THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE 4. PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BELL AND SECURE IN PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY UNE. (^ N PLACE AS SHOWN . �/, 3. ORS 92.044(7)PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF 5. PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF USER MENCES O LAYER OF POLYETHYLENE AND SECURE IN PLACE AS SHOWN. AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OFA SURVEY MONUMENT 0 LOCATION. Tualatin Valley Water District Dm..SEA PE BAG INSTALL DATE 9/15/2015 Tualatin Valley Water District unarm 15315 SINGLE WATER DATE:6/12012 0 Z kii. J APPROVED SIR MODIFIED / --.� SERVICE TYPICAL DETAL Q MODIFIED DIPRA WET 4 APPROVED MEN 1850 SW 170th Ave.Beaverton TRENCH METHOD 2 OR 97003 I850 SW I70h Ave.Beaverton,OR 97006INSTALLATION WITH 7P 0� (503)848-3000 www.tvwJ.o,BsC'e NME (503)642-1511 www.lvtt6.nec SCALE NONE PLANTER STRIP , PLANTER r� I CLASS "A" NATIVE BACKFIU. I CLASS "B" GRANULAR BACKFIUa STRIP ;'LATH ON PROPERTYI Cl)18" 611 SEE NOTE 1. I + I V/ ' 11LINE AT AC PAVEMENT REPLACEMENT. J • I/ �I I MOUND EXCESS MATERIAL TO ALLOW SEE8N0 MIN.SEE NOTE 4. 0Q` "'a, PROPERTY UNE FOR SETTLEMENT. CONTRACTOR SAWCUT CLEAN EDGE FOR 1--' SHALL RESTORE ALL LANDSCAPING I AC PAVEMENT REPLACEMENT. ���., I TO PRE-EXISTING CONDITIONS. SAND SEAL JOINT. Q SIDEWALK I PROPERTY CORNER. F SEE NOTES 2 AND 3 I EXISTING i i GROUND XISTING PUBLIC UTILITY Ott AC PAVEMENT M I...._ EASEMENT Li PROPERTY UNE AND ``0 LOT NUMBERS MARKED PLAN � iii i r ` W ON FACESEE NOTERB "�/e .T `a�14 At. - � i BAS Lu tiJr 1.: ROADWAY pQeC 1. K+& C+' ' ;�' `�. - CLASS"A' v S`d"ri- \ '•' Q b no�a Z11A4� 0\' � BACKFILL 4� \ CUCRUSHED ROCK O• \ GRANULAR BACKFILL 7 ELEVATIONel ,i...?:,,,,"._:a`..r PER CURRENT PER CURRENT " �j. PLUMBING CODE I METER BOX AND SERVICE IPLUMBING CODE I INSTALLATION BY TVWD PIPE y'J- a 1 pa=. T 1 a -IPE DD T r METER 6'PIPE BASE I I I ' I SP. ,,-.6. , TYP. 0 ~TYP. omam BY. JRA 73 I ,. - 6MIM1 BY: JRA • CURB STOP 24"MIN. CHECKED BY PAS 1"TYPE"K"SOFT COPPER TUBING U-BRANCH 1. PIPE ZONE MATERIAL SHALL BE 3/4"-0"CRUSHED ROCK GRANULAR BACKFILL SCALE AS NOTED COMPACTED TO 95%OF AASH TO 7-99. DATE:06-09-2016 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY 2. CLASS"A"NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND 'V /.� LINE AND THE PUBLIC UTILITY EASEMENT.DEVELOPER'S SURVEYOR SHALL ALSO MARK REQUIRES DISTRICT APPROVAL.BACKFILL SHALL BE COMPACTED TO 90%OF AASHTO 'Wt// THE PROPERTY UNE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. T-99 IN UFTS NOT EXCEEDING 16"(LOOSE MEASURE). 4.. NPP g 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER 3. CLASS"B"3/4"-0"CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED r PRRVICEOPER INSTALLATION,LO AHE DEVELOPER'S F SHALL SET A LATH AT THE AREAS. BACKFILL SHALL BE COMPACTED TO 95%OF AASHTO T-99. PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPUCABLE Y Y 3. ORS 92.044(7)PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF JURISDICTIONAL REQUIREMENTS. ��DAM 6�30�u A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES i AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPUCABLEWNW LOCATION, JURISDICTION,THE MORE STRINGENT SPECIFICATION SHALL GOVERN. P, Tualatin Valley Water District eEBKtNED:Poe DUAL WATER SERVICE DATE 6/1/2012 Tualatin Valley Water District OENONID Poe DATE:W1/2012 DETAIL B. JOB NUMBER e� aie APPROVERMFl( TYPICAL INSTALLATION cling". �. APPROVER TRENCH mu.. BWK IBSOSW-1511 ,,,,...4.0.1,,,,...4.0.1e.Bawnm,OR9T006 (503)642-1311 NONE WITH PLANTER STRIP 7PD 1850 SW 170th Ave.Bava6gOR BACKFILL 10 4294 (503)642-1511 w"wlvwd 3 SHEET C402