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Heritage Crossing ZLu R AS-BUILT DISCLAIMER: w AS-BUILT INFORMATION IS BASED ON A COMBINATION OF w FIELD SURVEY INFORMATION, SPOT INSPECTION y INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. a THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD HERITAGE O z W BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 24C J 0 AS-BUILT ENGINEERING CONSTRUCTION PLANS Z r.E5 PWLouS ELL SW BFLOWERE70 STREET APPLICANT/DEVELOPER— CANT/DEVE F_K 3 W° I LOPER ENGINEERING/SURVEYING/ TAX wi TAX LOi TAX Lor TAX IAT O TAX LOT 7 Lot TAX LOT T �,—TAX LOT 7]w NATURAL RESOURCE/ ;IM atoo aaoo Ssoo TA NM u i I VENTURE PROPERTIES, INC. 6900 6800 6]00 6fi0o 6500 + 7800 Z TAX NAP TAX NAP TAX NAP TAX MR TWI MOP 2 TAX IAAP iPX MAP iA%MAP TAXP 1104 ,, zs i i,n zs t ttDA u,noAl zs 1 iiw zs t IrDA a w zs t„DA zs,,tw u 1 11DA zs t M11DA CONTACT: KELLY RITZ a ' TAX LOT Q a ( % 4230 GALEWOOD STREET, SUITE 100 LANDSCAPE ARCHITECT/ N x. ( TMAPI 14 ARBORIST/PLANNING FIRM CCR PROJECT SITE I x 110A 4 s s T a m 1, 12 13 LAKE OSWEGO, OR 97035 � LLI AKS ENGINEERING & FORESTRY, LLC V Tax aT PH: 503-387-7577 Z J ��%�� TAX Me — _ _[-li ` _ _ _ 15 �T 9�T CONTACT: ALEX HURLEY, PE, PLS O w 25111DA SW SCHMIDT LOOP 16 f II TAx" GEOTECHNICAL ENGINEER 12965 SW HERMAN ROAD SUITE 100 T9 LOT A ww T46 - - - _ n I I GEOPACIFIC ENGINEERING, INC. TUALATIN, OR 97062 /� Ln } 2STAXI nDA z 4z ss ss MPa.6t CONTACT: JIM IMBRIE, PE, GE PH: 503-563-6151 c /m T T � fi ax I s¢ 41 ,a �4.,. w¢ TAX 1 ` ' I - 14835 SW 72ND AVENUE FAX: 503-563-6152o O T14500 aX 6 43 54 I I 57 I L SW ASHFORD SW ASHFORD z t Iz8 1,IDA O qq o 53 STREET(E I STREET TIGARD, OR 97224 s VI1 O Q n , nsriFoaD 3e 4s 3 w sz s9 I ' 1e rAx��m PH: 503-598-8445 >W.W r r STREET w z TN(MIP V+ ,s� a TAX LOT a 151 60 = ate ' 46 ''ala zo UTILITY CONTACTS I.I.I O r «' rAxNAP 3s 9e 3 z1 Aa 3 ' `'� "35' =s. 75 1 11 DA 47 N sa 61 !R "I �r I 22 I� TAX LOT POWER TELEPHONE //� §gT x �. e�r' ' TAx Lar 95 3� I 49 Q z3 T 400 V/m s X 100 — - - - - -48 1= m zs,,xB PORTLAND GENERAL ELECTRIC FRONTIER Q m MAP TAX MW SW SCHMIDT LOOP / / 24 F zs,„w 34 ----- - --- — 3'� CONTACT: TOD SHATTUCK CONTACT: JOHN COUSINEAU €. a raxLOT o 2213 SW 153RD DRIVE 4155 SW CEDAR HILLS BLVD Q TIM -�` `- - TAX LO rRacr A nz BEAVERTON, OR 97006 BEAVERTON, OR 97005 Tz 33 3z 3, 3a zs z3 zT z6 zs ze 1,x PH: 503-672-5466 503-643-0371 W m 0 VICINITY MAP AX MW zs,,,DA — — — — — — — — Im GAS CABLE _ Q NOT TO SCALE / \\ TAX LOT TAX LOT Tax LOT TAX LIT TAX LOT SW LANGTREE _ TA%LOT TAX Lor TAX LOT TAX LOT TAX LOT TAX LOT 15700'I IS_ 16900 1600 16100 STREET 3000 151W 15200 15300 X5400 15500 TAX L0 T.6NP TAX MAP Tax MAP TAX MIP TAX MIP NW NATURAL COMCAST TAX MIP TAX MIP TAX MAP TAX M4P /TAX NOP %,5600 211111171 11 DD 25,„OD zS „ 731 100L�P:s-6� CONTACT: LANCE CHEELY CONTACT: KENNETH PARRIS SHEET INDEX AX 24�,� zslnoDl2sinoDzslnoDzsinw n1uDD 2SI11D — ` 220 NW 2ND AVENUE 11308 SW 68TH PARKWAY PORTLAND, OR 97209 TIGARD, OR 97223 GENERAL PLANS SITE MAP PH: 503-721-2449 PH: 503-596-3811 C000 - COVER SHEET WITH VICINITY AND SITE MAPS 1"=100' SEWERS WATER (n C001 - PLAN LEGEND AND GENERAL NOTES SW HALL BLVD CONSTRUCTION PLANS (ODOT ROW CITY OF TIGARD CITY OF TIGARD m C002 - EXISTING CONDITIONS PLAN C150 - SW HALL BLVD CONTRUCTION COVER SHEEP AND STREET SECTION CONTACT: THERESA REYNOLDS CONTACT: SAM MORRISON Q C003 - PRELIMINARY SUBDIVISION PLAT WATER PLANS AND ROB BLOCK 13125 SW HALL BOULEVARD C151 - SW HALL BLVD PLAN AND PROFILE 13125 SW HALL BOULEVARD TIGARD, OR 97223 C152 - SW HALL BLVD - SW ASHFORD ST (EXT) CURB RETURN PLAN AND PROFILE C400 - WATER COVER SHEEP 13125TIGARD, IN 97223 TPH:IG 503-639-4171 LLI TREE PRESERVATION AND REMOVAL PLANS C153 - SW HALL BLVD STREET CONSTRUCTION DETAILS C401 - WATER PLAN AND KEY NOTES PH: 503-639-4171 E— 0030 - TREE PRESERVATION AND REMOVAL PLAN C154 - SW HALL BLVD STREET CONSTRUCTION DETAILS C402 - WATER MAIN PROFILES C155 - SW HALL BLVD STREET STRIPING PLAN C403 - WATER DETAILS 15435 SW HALL BOULEVARD W Fn PROJECT LOCATION: 1200C EROSION AND SEDIMENT CONTROL PLANS C156 - SW HALL BLVD STREET STRIPING DETAILS TIGARD, OR 97224 Q C050 - EROSION AND SEDIMENT CONTROL COVER SHEET C157 - SW HALL BLVD STREET STRIPING DETAILS Z C051 - CLEARING, DEMOLITION, MASS GRADING, EROSION AND SEDIMENT CONTROL PLAN C158 - SW HALL BLVD SIGNAGE PLAN WASHINGTON COUNTY TAX MAP 2S 1 400 LOT C052 - UTILITY, STREET CONSTRUCTION, GRADING, STABILIZATION EROSION AND SEDIMENT CONTROL PLAN C159 - SW HALL BLVD STREET SIGNING DETAILS PROPERTY DESCRIPTION: TAX ( Q C053 - EROSION AND SEDIMENT CONTROL DETAILS C160 - SW HALL BLVD STREET SIGNING DETAILS 11 DA) LOCATED IN THE NORTHEAST 1/4 OF THE Lu >_ C054 - EROSION AND SEDIMENT CONTROL DETAILS C161 - SW HALL BLVD STREET TREE PLAN SOUTHEAST QUARTER SECTION 11, TOWNSHIP 2 > f— C162 - SW HALL BLVD STREET LIGHTING PLAN SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, NOTE: THIS DESIGN COMPLIES WITH WASHINGTON COUNTY, OREGON O Z DEMOLITION AND GRADING PLANS DRS 92044(7) IN THAT NO UTILITY U _U C070 - DEMOLITION PLAN COMPOSITE UTILITY PLAN INFRASTRUCTURE IS DESIGNED TO BE C080 - GRADING PLAN C175 - COMPOSITE UTILITY PLAN WITHIN 1-FOOT OF A SURVEY EXISTING LAND USE: EXISTING RESIDENTIAL HOME, ASSOCIATED MONUMENT LOCATION SHOWN ON A BUILDINGS, AND AGRICULTURAL FIELD STREET CONSTRUCTION PIANS STORM DRAIN SYSTEM PLANS SUBDIVISION OR PARTITION PLAT. NO C100 - SUBDIVISION STREET CONSTRUCTION COVER SHEET WITH STREET SECTIONS C200 - STORM DRAIN CONSTRUCTION COVER SHEET DESIGN MODIFICATION OR FINAL FIELD PROJECT PURPOSE: SINGLE-FAMILY DETACHED RESIDENTIAL 62 C101 - STA 10+00 - 18+00 SW SCHMIDT LOOP PLAN AND PROFILE C201 - STORM DRAIN 'B' PLAN AND PROFILE LOCATION CHANGE SHALL BE LOT SUBDIVISION DESIGNED BY. Ds JA C202 - STORM DRAIN 'C' PLAN AND PROFILE PERMITTED IF IT WOULD CAUSE ANY DRAWN BY: Ds C102 - STA 18+00 - 24+29 SW SCHMIDT LOOP AND APPLEWOOD PLAN AND PROFILE UTILITY INFRASTRUCTURE TO BE ON XED BY: PA$ C103 - SW ASHFORD STREET AND SW ASHFORD STREET (EXT) PLAN AND PROFILE C203 - STORM DRAIN 'D' AND 'E' PIAN AND PROFILE PLACED WITHIN A PROHIBITED AREA DATUM: ELEVATIONS ARE BASED ON WASHINGTON COUNTY SCAM AS NOTED C204 - STORM DRAIN 'F' AND 'G' PLAN AND PROFILE BENCHMARK NO. 178 AT THE DATE:11 15 C104 - PRAIRIE ALLEY AND LOTS 14, 15, AND 16 ACCESS PLAN AND PROFILES 2016/ / C105 - PEDESTRIAN PATH PLAN AND PROFILE C205 - STORM DRAIN DETAILS CENTERLINE-CENTERLINE INTERSECTION OF SW HALL C206 - STORM DRAIN DETAILS BOULEVARD AND SW DURHAM ROAD WITH A NGVD 29 Na C106 - SW ASHFORD ST (EXT) - SW SCHMIDT LOOP CURB RETURN PLAN AND PROFILE C207 - STORM DRAIN DETAILS ELEVATION OF 179.155 FEET. C107 - NE EYEBROW PLAN AND PROFILE C208 - STORMWATER FACILITY AND STORM DRAIN 'A' PLAN AND PROFILE ATTENTION EXCAVATORS: . C108 - SW APPLEWOOD AVE - SW SCHMIDT LOOP CURB RETURN PLAN AND PROFILE C209 - STORMWATER FACILITY DETAILS OREGON LAW REQUIRES YOU TO FOLLOW RULES g " C109 - SW APPLEWOOD LN SW SCHMIDT LOOP CURB RETURN PLAN AND PROFILE C210 - STORMWATER FACILITY PLANTING PLAN ADOPTED BY THE OREGON UTILITY NOTIFICATION HOE C110 - NW EYEBROW PLAN AND PROFILE CENTER. THOSE RULES ARE SET FORTH IN OAR R IA.IMPERVIOUS AREA TABLE RENEWAL DATE:6/30/79 Clll - SW ASHFORD ST AND SW SCHMIDT LOOP CURB RETURN PIAN AND PROFILE 952-001-0010 THROUGH OAR 952-001-0090. YOU RENSIONS C112 - SW EYEBROW PLAN AND PROFILE - SANITARY SEWER PLANS MAY OBTAIN COPIES OF THESE RULES FROM THE PAVEMENT AND SIDEWALKS 86,626 SF C113 - SW APPLEWOOD LN AND SW SCHMIDT LOOP CURB RETURN PLAN AND PROFILE C300 - SANITARY SEWER CONSTRUCTION COVER SHEET CENTER BY CALLING 503-232-1987. IF YOU HAVE PRIVATE PROPERTY 163,680 SF C114 - SE EYEBROW PLAN AND PROFILE C301 - SANITARY SEWER 'A' AND 'B' PLAN AND PROFILE ANY QUESTIONS ABOUT THE RULES, YOU MAY 62 LOTS 0 2,640 SF/LOT JOB NUMBER -C115 - STREET CONSTRUCTION DETAILSCONTACT THE CENTER. YOU MUST NOTIFY THE C302 - SANITARY SEWER 'C', 'D', AND 'E' PLAN AND PROFILE CENTER AT LEAST TWO BUSINESS DAYS BUT NOT TOTAL SITE AREA 396,523 SF 3876 C11 - STREET SIGNAGE AND STRIPING PLAN C303 - SANITARY SEWER 'F', 'G', AND 'H' PLAN AND PROFILE MORE THAN TEN BUSINESS DAYS, BEFORE AREA OF DISTURBANCE 397,956 SF Cl 177 - STREET SIGNAGE DETAILS C304 - SANITARY SEWER DETAILS y C118 - STREET TREE PLAN COMMENCING AN EXCAVATION. CALL 503-246-6699. SHEET I C119 - STREET LIGHTING PLAN C305 SANITARY SEWER DETAILS c000 ZR GENERAL CONSTRUCTION NOTES CITY OF TIGARD - GENERAL NOTES W U 1. THE LOCATIONS,DEPTH,AND DESCRIPTION OF EXISTING UTILITIES SHOWN ARE COMPILED FROM 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW,THE DITCHES,EEC.)AS MAY BE NECESSARY,IN THE CITY INSPECTOR'S OPINION,TO OVERCOME ¢F AVAILABLE RECORDS AND/OR FIELD SURVEYS.THE ENGINEER OR UTILITY COMPANIES DO NOT TIGARD MUNICIPAL CODE,AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE U_ GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS.ADDITIONAL UTILITIES WORK TO BE DONE PURSUANT TO THIS PERMIT. to MAY EXIST WITHIN THE WORK AREA CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK(POTHOLE BEFORE 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS"MANUAL ON UNIFORM TRAFFIC CONTROL 23. ONE AS-BUILT PAPER DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS,INCLUDING ANY REVISIONQ DIGGING IF NECESSARY).SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES DEVICES FOR STREETS AND HIGHWAYS",U.S.DEPT.OF TRANSPORTATION,FHWA,CURRENT EDITION. MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND,ALSO,ANY IMPROVEMENT WHICH MAY Z a BE NECESSARY,IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE,CHANGES MUST BE IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY,SHALL BE PROVIDED TO THE CIN BY A REGISTERED 2 U APPROVED BY THE CRY,COUNTY AND/OR CWS IN ADVANCE OF WORK CONTRACTOR SHALL 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITYS CML ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE R N COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. STANDARD SPECIFICATIONS AND,ALSO,IN ACCORDANCE WITH A CITY(JOB SPECIFIC)APPROVED TRAFFIC CONTROL PLAN, A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK IN ADDITION,THE APPUCANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE S a J 2. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS,ON A AREA APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH WEEKLY BASIS,TO THE CITY'S INSPECTOR. - STRUCTURE(MANHOLES,CATCH BASINS,WATER VALVES,HYDRANTS AND OTHER WATER SYSTEM FEATURES) �^c Z 4. PUBLIC ROADWAYS MALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME,WITHOUT HAVING FIRST OBTAINED IN THE DEVELOPMENT,AND THEIR RESPECTIVE X AND Y STATE PLANE COORDINATES,REFERENCED TO 3. PIPE LENGTHS SHOWN ARE APPROXIMATE. WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF NAD 83(91). INCLUDE ACROBAT(---.PDF)FILE AND ONE 11X17 COPY OF AS-BUILTS. is TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES(TIGARD �'P`Yi w f 4. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE APPROXIMATE.THESE PLANS ARE NOT MEANT POLICE DEPT.,TUA ATIN VALLEY FIRE&RESCUE)AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND THE DEVELOPER'S ENGINEER(OR"ENGINEER-IN A CIP DOC)SHALL PROVIDE THE CITY OF TIGARD WITH "N$F w y ?w TO SERVE BOUNDARY SURVEY PURPOSES. OTHER SERVICE PROVIDERS. COORDINATES ON THE CRITICAL ASSETS SHOWN ON THE TABLE BELOW- THE COORDINATES SHOULD BE k' �, a w LL 5. RIS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND VERIFY ALL EXISTING 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING BASED ON HAD 83(91)STATE PLANE COORDINATES ZONE 3601 OREGON NORTH. AN ELECTRONIC COPY iR a�OF AN EXCEL SPREADSHEET OR DATABASE FILE SFWT BE PROVIDED WITH THE FOLLOWING FIELDS: CONDITIONS BEFORE THE START OF WORK.THE CONTRACTOR SHALL TAKE NECESSARY FIELD PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA "FEATURE";"IYPE";"XOOORD";YCOORD' °ZCOORD". Z MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION 72 HOURS(MIN.)BEFORE INITIATION OF CONSTRUCTION WORK. _ CONDITIONS INDICATED AND/OR SHOWN ON THE PLANS.SHOULD ANY ERROR OR INCONSISTENCY EXAMPLE"SSMH02";*MH""°7456892.234";6298769.879°;"192.45" Q- EXIST,THE CONTRACTOR SHALL NOT PROCEED WITH THE EFFECTED WORK UNTIL REPORTED TO 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES,INCLUDING NORMAL DELIVERY I THE PROJECT ENGINEER FOR CLARIFICATION OR CORRECTION. SERVICE AND MAL SERVICE AND IF NOT,SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE U) (a ACCESS IS ESTABLISHED. WATER ASSETS ` W 6. ANY INSPECTION/OBSERVATION BY THE PROJECT ENGINEER OR PROJECT INSPECTOR SHALL NOT, FIRE HYDRANTS r IN ANY WAY,RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN 7. TRAFFIC CONTROL DEVICES,FLAG PERSONS,ETC.,SHALL BE IN PLACE PRIOR TO INITIATION OF Z J COMPLIANCE WITH THE APPLICABLE CODES,REGULATIONS,CITY STANDARDS,ENGINEERING PLANS, CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MANTANED. WATER METER O AND PROJECT CONTRACT DOCUMENTS. WATER VALVE INCLUDES HYDRANT VALVES B. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180,WORK IS PERMITTED BETWEEN THE HOURS OF (/� � 7. THE FOLLOWING STANDARD SPECIFICATIONS ARE INCORPORATED BY REFERENCE,ALL MATERIALS 7:00 A.M.TO 7-.OD P.M.DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER,WEEKEND WORK CONTROL VALVE ID'D AS"WATER MISCELLANEOUS"IN CMMS N n Lo AND WORK SHALL CONFORM TO APPLICABLE REQUIREMENTS OF THE INTERNATIONAL BUILDING - THAT REQUIRES INSPECTION BY THE CITY INSPECTOR MUST BE SCHEDULED AT LEAST 48-HOURS IN BLOW-OFF ASSEMBLIES ID'D AS"WATER MISCELLANEOUS"IN CAMS N T CODE(IBC),UNIFORM PLUMBING CODE(UPC),CITY OF TIGARD PUBLIC IMPROVEMENTS AND ADVANCE DESIGN STANDARDS,ODOT 2015 STANDARD SPECIFICATIONS,ODOT 2012 HIGHWAY DESIGN AIR/VACUUM COMBO RELEASE VALVES ID'D AS"WATER MISCELLANEOUS"IN CMMS 0'ch O MANUAL,WASHINGTON COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS,CLEAN WATER 9. MINIMUM TRAVEL LANE WIDTH SHAT BE TWELVE(12)FEEF;PEDESTRIAN TRAVEL SHALL ALSO BEWATER QUALITY SAMPLE STATIONS ID'D AS"WATER MISCELLANEOUS"IN CMMSCDI SERVICES,AND THE AMERICAN PUBUC WORKS ASSOCIATION(APWA). PROVIDED FOR. C 8. CLEAN WATER SERVICES SPECIFICATIONS AND STANDARDS APPLY TO STORM DRAINAGE,WATER 10. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE E QUALITY,SANITARY SEWER,AND EROSION CONTROL CITY OF TIGARD SPECIFICATIONS AND NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBUC SAFETY. SANITARY SEWER ASSETS U STANDARDS APPLY TO PUBLIC STREET IMPROVEMENTS WITHIN THE SUBDIVISION AND TO MANHOLES Z Lf) CONSTRUCTION OF THE WATER SYSTEM. 11. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY,THE PERMIT HOLDER SHALL CONTACT AL DICKMAN AT CLEANOUTS W O O 503-718-2463,TO ESTABLISH A PLACE,TIME,AND DATE FOR A PRECONSTRIICIION MEETING. 9. THE CONTRACTOR SHALL PROTECT AND MAINTAIN OPERATION OF ALL EXISTING UTILITIES WITHIN NOTE: THE CONSTRUCTION AREA THROUGHOUT THE CONSTRUCTION PROCESS AND SHALL BE 12. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CIIYS INSPECTOR,AL DICKMAN AT 24..A SEWER SYSTEM AIR-TEST AND T.V.TEST REPORT AND ONE SET OF BWELINE"AS-BUILTS"(OF EITHER RESPONSIBLE FOR EPLACEME Al EROSION CONTROL MERSURES SHP11 BE INSTATED AND MALNTANED TO ENSURE COMPLCOMPLIANCEv V/m CONTRACTOR RPIT OF ALL EXISTING UTILITIES WHICH ARE DISTURBED.THE 503-718-2463,TWENTY-FOUR(24)HOURS PRIOR 10 COMMENCING WORK,TWENTY-FOUR(24)HOURS OR BOTH THE STORM AND SANITARY SEWER SYSTEMS)SHALL BE REQUIRED BY THE CRY FOR RENEW WITH CWS RESOLUTION AND ORDER 07-20(CHAPTER 6)AND THE EROSION PREVENTION AND THE ` SHALL COORDINATE ALL WORK ON UTILITIES WITH THE VARIOUS OWNERS. PRIOR TO ANY STAGED INSPECTION(SEE CIN INSPECTION CHECKLIST)AND AFTER COMPLETING WORK AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. SEDIMENT CONTROL PLANNING AWD DESIGN MANUAL,REVISED JUNE 2007. 1� COVERED BY THE PERMIT. 10. DOWNTIME FOR UTILITIES REQUIRED, SHALL BE HELD TOA MINIMUM AND TEMPORARY BYPASS SHALL BE 25. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS,ON A WEEKLY ATTENTION EXCAVATORS OREGON LAW REWIRES YOU TO FOLLOW RULES ADOPTED BY THE FRONDED,WHERE REQUIRED,TO MAINTAIN PROPER SERVICE 13. A COPY OF THE PERMIT AND ALL ATFACHMENTS,AND A COPY OF THE APPROVED CONSTRUCTION PLAN BASIS,TO THE CTIYS INSPECTOR.(SEE DEVELOPER-ENGINEER AGREEMENT NOTE 111 5.) OREGON UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 Q AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA ALL WORK SHALL CONFORM TO THE THROUGH OAR 952-001-0090.YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY cc /y� 11. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN PERMIT TERMS,CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS,AND 26. THE CITYS INSPECTOR MAY,AT HIS DISCRETION,REQUIRE PROVISION OF TESTS AND OR REPORTS FROM CALLING(503)232-1987.IF YOU HAVE ANY QUESTIONS ABOUT TUE RULES,YOU MAY CONTACT W W ACCORDANCE WITH THE PLANS AND SPECIFICATIONS INCLUDING SUCH INCIDENTALS AS MAY BE APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE THE PERMIT HOLDER,PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CIMS OF MATERIA OR THE CENTER.YOU MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS BUT NOT MORE THAN NECESSARY TO MEET THE INTENT OF THE PROJECT CONTRACT DOCUMENTS,APPLICABLE AGENCY GENERAL CONDITIONS. CHANGES TO AMY OF THE AFORESAID MUST BE COORDINATED WITH THE PROJECT CONSTRUCTION ADEQUACY/COMPLIANCE SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT 10 BUSINESS DAYS,BEFORE COMMENCING AN EXCAVATION.CALL(503)246-6699. REQUIREMENTS,AND OTHER WORK AS NECESSARY TO PROVIDE A COMPLETE PROJECT. ENGINEER PRIOR TO OBTANING APPROVAL FROM THE CIN,IN ADVANCE OF WORK PERFORMANCE HOLDERS EXPENSE. 1: D 12. THE PROJECT ENGINEER,ODOL AND CITY MUST BE NOTIFIED OF ALL CONSTRUCTION 14. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT 27. THE PERMIT HOLDER SHALL PROVIDE A COPY OFA PROPERLY EXECUTED RELEASE AND WAVIER MODIFICATIONS-PRIOR APPROVAL MUST BE PROVIDED BY THE PROJECT ENGINEER AND CITY HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION,FREE DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED LY CONSTRUCTION ACTIVITY, W EVIDENCE OF BEFORE MODIFICATIONS i0 THE APPROVED DESIGN ARE INTIIAIED. FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE DISTURBANCE RESOLUTION AND OWNER SATISFACTION. SHALL BE AVAILABLE AT THE WORK AREA. 13. THE PROJECT ENGINEER RESERVES THEREQ RIM TO ADJUST GRADES OR ALIGNMENT TO 28. EXISTING MONUMENTS,PROPERTY CORNERS,AND SURVEY MARKERS SHALL BE PROTECTED. ACCOMMODATE OTHER UTILITIES E REQUIRED;SUCH COMMENCEMENT OR REVISIONS SHALL BE 15. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS S OR EQUIPMENT OF ANY POND UPON REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. REVIEWED AND APPROVED BY THE CITY PRIOR TO COMMENCEMENT OF WORK. ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY OR COUNTY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP 29, THE PERMIT HOLDER SHAT PROVIDE TO THE CITY INSPECTORS,IN WRITING,THE NAMES AND 24 HOUR 14. SAW CUT STRAIGHT MATCH LINES WHERE EXISTING PAVEMENT MEETS NEW PAVEMENT.SAND AND AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. EMERGENCY TELEPHONE NUMBER OF TWO 2 PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, SEAL JOINT(TYPICAL). () 16. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND TAKE CORRECTIVE ACTION AND,IN GENERAL WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE 15. THE CONTRACTOR S TO COORDINATE WITH UTILITY COMPANIES FOR POWER,TELEPHONE,CABLE, MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CIN OR COUNTY MAY PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR,IN WRITING,OF ANY/ALL ASSIGNMENT CHANGES. TV,AND GAS,POWER,TELEPHONE,CABLE,AND N TRENCHING AND CONDUITS TO BE INSTALLED AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION PER UTILITY COMPANY REQUIREMENTS WITH PULL WIRE VERIFY WITH UTILITY COMPANY FOR SIZE CONTROL 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTORS,IN WRITING, LEGEND AND TYPE OF CONDUIT PRIOR TO CONSTRUCTION. THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED"COMPETENT PERSON" CV�CT�� 17. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA,CHAP.437,DIV.3 CONSTRUCTION, EXIONG PROPOS EXISTING PROPOSED Z N 16. IF DRAINAGE FIELD TILE S ENCOUNTERED DURING CONSTRUCTION,THE CONTRACTOR SHALL SHRUBS,FLOWERS,BARKOUST,EXISTING SIGNS,PAVEMENT MARKINGS,MAILBOXES,EIC.SHALL BE SUB-DIVISION P-EXCAVATIONS. THE CONTRACTOR SHAT NOTIFY THE CITY INSPECTOR OF ANY/ALL W` NOTIFY THE PROJECT ENGINEER AND THE INSPECTOR.THE INTENT WILL BE TO CONNECT ANY REESTABLISHED,REINSTALLED OR REPLACED,WITH LIKE KIND AND MATERIAL ASSIGNMENT CHANGES, DECIDUOUS TREE 0 0 STORM SEWER CLEAN OUT o • Q r FUNCTIONING DRAIN TILE SYSTEM TO THE STORM DRAIN SYSTEM IN AN APPROPRIATE MANNER. STORM SEWER CATCH BASIN ❑ ■ SUCH CONNECTION MUST BE NOTED ON THE AS-BUILT DRAWINGS AND MUST BE APPROVED BY 18. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY CONIFEROUS TREE O THE PROJECT ENGINEER,CWS AND CIN. AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY,PUBLIC PROPERTY AND THE RECEIVING AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED STORM SEWER AREA BRAN ❑ ■ SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY OR CWS MAY AT ANY TIME ORDER CORRECTIVE ACTION EASEMENTS,SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE FIRE HYDRANT RSTORM SEWER MANHOLE OD B Z Z 17. EXISTING BURIED UTILITIES,WHICH ARE TO BE ABANDONED,SHOULD BE REMOVED OR FILLED AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-OM OR WATER BLOWOFF Y T GAS METER ® p W WITH CONCRETE DURING SITE PREPARATION BEFORE GRADING BEGINS UNLESS NOTED ON THE EASEMENTS. APPROVED PLANS. 19. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. WATER METER o T GAS VALVE HT pl �R SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-ODI-0080,COPIES OF SAID 32. BEFORE PLACEMENT OF ASPHALT,THE PERMIT HOLDER SHAT CLEAN AND COMPLETE A PRE-ACCEPTANCE UJ r � V 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS WITH PGE CONNECTING RULES MAY BE OBTAINED FROM THE CENTER BY CALLING VALVE GUY WIRE ANCHOR NG 503-246-1987. IF YOU HAVE ANY QUESTION VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 - W THE STREET LIGHTING SYSTEM TO THE LOCAL DISTRIBUTION SYSTEM, ABOUT THE RULES,CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE DOUBLE CHECK VALVE ® ® POWER POLE o -s- LU 19. CONTRACTOR SHALL SUBMIT TO THE CITY BPERMIT HOLDERS EXPENSE. PLACEMENT OF FINAL UFT.ITEMS FOR MATERIALS REVIEW PRIOR TO ORDERING ANY ALR RELEASE VALVE � � POWER VAULT G W STREET LIGHTING EQUIPMENT(POLES,LIGHT FIXTURES,JUNCTION BOXES,FOUNDATIONS,ETC. 20. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL 33. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR SANITARY SEWER CLEAN OUT o POWER JUNCTION BOX R9 Z Z AND PASS ALONG TO THE CITY APPLICABLE MANUFACTURER WARRANTIES. LOCATION PRIOR TO START OF WORK(POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS PERIODIC(QUARTERLY)MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SANITARY SEWER MANHOLE O • POWER PEDESTAL ARISE AND REDESIGN OR RELOCATION OF FACWTI[S BE NECESSARY,IT SHALL BE DONE AT THE PERMIT SAID FACILITY FOR A PERIOD OF THREE(3)YEARS FROM THE DATE OF CIN CONDITIONAL ACCEPTANCE Q W HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. OF THE PUBLIC IMPROVEMENTS. ON OCTOBER IST OF EACH YEAR DURING THIS THREE(3)YEARS SIGN - T COMMUNICATIONS VAULT C_'= CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. PERIOD,THE DEVELOPER SWJT REPORT,IN WRITING,MAINTENANCE ACTIVITIES TO THE DIRECTOR OF STREET LIGHT .,k * COMMUNICATIONS JUNCTION BOX G. ♦ J 21. A TEMPORARY HARD-SURFACE PATCH COLD MIX A.C.OR HOT MIX BASE PAVING SHALL BE PLACED ON PUBLIC WORKS. CIN CREWS SHOULD MONITOR PROPER REMOVAL.AND DISPOSAL OF SILT AND DEBITS. MAILBOX ® BED COMMUNICATIONS RISER O s ( ) PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY,THE DEVELOPER SHALL PROVIDE A WRITTEN TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH,ON SITE OR OFF-SITE, EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR DEFICIENCIES IDENTIFIED IN THE EVALUATION, AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. EXISTING PROPOSED 34. ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED ON SITE NO CONSTRUCTION VEHICLES OR RIGHT-OF-WAY LINE - - - - -- --- 22. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF IXISIING FACILITIES(ROADS, EQUIPMENT WILL BE PERMITTED TO PARK ON THE ADJOINING RESIDENTIAL PUBLIC STREES. CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED IN BOUNDARY LINE THE CONSTRUCTION OF SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS APPLICATION,AND SHALL INCLUDE THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT. PROPERTY UNE ------- - ------------ CENTERLINE ------ -------- - - DESIGNED BY DS JA DITCH - - - -> - -. __ __, _ >-> DRAWN BY DS CHECKED BY. PAS CURB MALE AS NOTED EDGE OF PAVEMENT -------------- ------- - - - - DATE:11/15/2016 EASEMENT --------------------------- ---------------------------- �p P " FENCE LINE - e a • e a 4 A, GRAVELEDGE ............._....._............................................................ .......................................-. POWER LINE _ OVERHEAD WIRE - ERTVI Np COMMUNICATIONS UNE - - - - - - - - ax cw RENEWAL DATE:6/30/18 REVISIONS FIBER OPTIC UNE - -- --- -- -Ro- -cco- AS-BUILT DISCLAIMER: GAS UNE -- �s- AS-BUILT INFORMATION IS BASED ON A COMBINATION OF STORM SEWER LINE FIELD SURVEY INFORMATION, SPOT INSPECTION -� JOB NUMBER SANITARY SEWER UNE 3876 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. ----`""- - - -�'"- '"" �"" THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD WATER UNE -- BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. SHEET cool zu AS-BUILT DISCLAIMER: I Im AS-BUILT INFORMATION IS BASED ON A COMBINATION OF O ( �- --_) I >w FIELD SURVEY INFORMATION, SPOT INSPECTION EXX S N MH O LU EX STM H I III TES' j z INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. I w Z ( I ,\ I EX STM CB NO unuRES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE v 8'FILE PER PLAT OF IE IN 186.33(8"W) J IE IN:191.16(2eW) THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD "APP EwooD PARK No.z E IN 186.42(8'S) W I IfkE' M:196.52 MARKINGS AS PROVIDED BY OTHERS,PROVIDED PER UTILITY LOCATE d IE IN:191.16(12"S) -"i a (TYPICAL) IE IN:186.46 8 E IE IN:191.14 12"E - IN: 192.88(12'N TICKET NUMBER 14 189190.THE SURVEYOR MAKES NO GUARANTEEBE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. ( (") ¢, ( ) 6'0° OUTi19272(12)S) THAT THE UNDERGROUND LOCATES REPRESENT THE ONLY UTILITIES z aIE�186.21 j$•Ll 1 I IE OUT:190.82 28".[) - _ ` 1' UMP:192.52 1 IN THE-CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL Z a L y- iid'/1 II PLAT OFTAX LOT EXISTING CONDITIONS PRIOR TO BEgNNING CONSTRUCTION. Z U c 8'PUD PER T)PCAL / a 0 EX SIM MH RIM:195.92 ___ __"APPLEWOOD PARK N0.2° .__-_-_-_. _ ___ _ I r TAX MAP 2. FIELD WORK WAS CONDUCTED APRIL 21,JUNE 17,AND AUGUST 6 13600 a Z -- --- `---------"- -- - --'- - T---�� -"- I 1 I 12-20,2014.ADDITIONAL FIELD WORK WAS CONDUCTED JANUARY LL g Jj EX SIM CB wnr \ 2S 1 12cA .n - -'c -oT 5'WALL EASEMENT PER 1104 26,2016. SW BELLFLOWER STREET RRrss'zs - -� - PLAT OF"APPLEWOOD\ II II I _ �„ z ..� C&_____ -------------- _I_ ------------ ____ ____ _ _ RK NO.2 110147 I. -- few m`tgn R _._._____--------------- ___- __ _____ _,\\...... RIM:195.37. -L, PA III m BENCHMARK NO. E8.ABRAS ARE BASED ON WASHBOX AlTH x zgi LU - 3. COUNTY BENCHM 178,A BRASS DISK IN A MONUMENTE TAX LOT -- TAX LOT 3700 `M CENTERLINE-CENTERLINE INTERSECTION OF SW HALL BOULEVARD 3 0) 1 TAX LOT { TAX LOT TAX LOT TAX LOT TAX LOT 1 :\I I TAX LOT TAX LOT 3900 TAX LOT TAX MAP 2S 1 11DA �' -I �y EX SAN MH AND SW DURHAM ROAD,AT THE SECTION CORNER COMMON TO a A$F-1$�' Z W 6900 fi800 6700 6600 6500 I \, 4100 4000 TAX MAP 3800 d& Til / RIM:195.99 - SECOONS 11,12,13,AND 14.ELEVATION=179.155(NGVD 29). `� <�"z Z O I TAX MAP TAX MAP TAX MAP TAX MAP TAX MAP !-25'1" TAX MAP WOOD TAX MAP 25 1 11DA TAX MAP III TAX LOT - _I 2S 1 LIDA 2S MDA 2S 1 11DA 2S 1 11DA 2S 1 11DA I -r. 2S 1 11DA WALL 25 1 LOA 2S 1 11DA BRICK WALL W/COLUMNS ;,I 1 45 45 r I 13700 11 IN'188.48(8"E) ��-'�'�0=- rr((,, I 4. THIS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY. pti a`app 0 p� APP EWOOD PARK 4U ^ I I I I TAX MAP IE OUT:188.35(8°S WOOD oa•9°i o°oa°pap pa o �i 09+1 IIa - Z `� j •. �, �V ' ( / NO.2 SUBDIVISION— 1\\\' -198-FENCE! - � I 2S 1 12CB 5. SURVEY IS ONLY VAIJD WITH SURVEYOR'S STAMP AND SIGNATURE. \ YCI�C - / - �, WOOD FENCE w00D FEN 4 �{ _ -- / i` = - -•� VId N89 20. �'/� = // .�✓ \\ /�L _/ f I o I E%SAM 6. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED �F Q � TAX LOT I �� / 1Y00p / /J / 9 �\( ODOT oSr ON 1044+89.41 .DOR) ila L• f RIM: .31 OTHERWISE CONTACT SURVEYOR WITH QUESTIONS REGARDING 14800 0 1,0495)/ ,/ I _ / t ` I WAL �• f^ /` V PER\ODOT PROJECT Fl 20V-135 �, ffi / '. ( ) BUILDING TIES. W g ��( C S ` I 1 \ SEPTIC UD \ / I 190.66 10'E 25111DA i'g-/ a/ \ A RIM:196.17 �y TAX MAP ` \ I I S T/ / r\ 1 ' ' SIE OUT:190.38(12"S) 7. CONTOUR INTERVAL IS 1 FOOT. �_ �) L, ) \ 1 EX 81M CB a / \ ` 1 I !� I SUMP:169.28 �_ HS RIM:194.74 { EX STM CB ' g EX STM�R i^ / c-] 1 I :' '"' Ax LOT 51 RIM: 5� IE OUT:191.59(10"NVS') IM:194.62 I I i 8. ONLY TREES HAVING A DIAMETER OF 6"AND GREATER,MEASURED SUMP 190.74 / �_\ 11096 IE OUT:19\60(12'E) " f l 13800 AT BREAST HEIGHT,WERE SURVEYED AT THIS TIME.TREE SPECIES N .�- 1�15191.5(10'SE) \ I ,I �\ I l TAX MAP I z� SUMP:\192.59± NOTED IS CONSIDERED APPROXIMATE AND IS SUBJECT TO CHANGE m IE IN:191.9(10'SW) r �' / \ I ' / 2S 1 12CB EX STM CB UPON A REVIEW BY A CERTIFIED ARBORIST. c; r / SOUTH END -/ �I. ( o ��-�\, r 1 RI 19409 (� EX SIM CB IE OUT:1 45 12°N) � I � I� � TAX LOT ( / / / / / RIM:194.7�V EX SAN CO / \\. ) STANDARDCURAUDED m I ( ) 110 o 147C0 r RIM:AN DO /\ __� J I END OF LOCATES IE IN 191 64 12"N ._� OUT:191.66(10'NE J \ ' IE OUT:191.59(12"S) z 1 -TAX MPP I I I - - SUMP:190.21 IE:186.881 I �� / CURB '��J`I I 5 MP.191.5± 2S 111DA \ JI -/. �.:/. 1 ' - -.I \. _ \ \ /_ j.✓ / I / ILII EX STM CB 3 BL,`w^,",�WALL j I: / I �/ / � :/- �/ IiI - TAX LOT �J cr ' i ✓ I I ( I 1 I I > \ / / L / ✓ / EX S CB r I ' I/� BIM,19139.44 12N) ` r APPLEWOW PARK 1 --, I ��EX-SANSO 1 46 i 3900 'C N0.3 SUBDINSON (�/ / ) - / - RI Y'f I -TAX MAP IE OUT 189. (12-E) EE TABLE Lu O O \ I __�© I SUMP.188.19 RIM:194.67 IE Obi 19kb.(12°E) 2S 1 12C6 (V /. I - I \ / \/ \ SUMP:1979± I I V TAXLOTI / / / \ \ \. / ,� EX SAN MH l - -�..�- 11078 0 I , p 30'\I q$• RIM:192.28 TREE NUMBER SPECIES DBH(IN.) V m 2S 1 11DA I I I 1 �,' / I 10952 li / ( ) ONSITE I TAX MAP 1 IE IN.187.28 4'S / I ' \ ___ \ 1`11079 0 \ ) I / IE IN:18712(8°N) 10495 OREGON WHITE OAK 59 > / / I 1\. _ \ _ -i ` ��1094 IE OUT.18697(8") - /'/^� W,i 106,19 SWEET CHERRY 6 V/ �_U TM CB 110800 t _1'F__"-r I i � / / - RIMEX S 9120 _ 10946 SILKIREE 9 1108 , \ / I \ / / Q - 10952 SILKTREE 17 J IE IN:188.94(12"W) W �LTAX \I / / �_- ) \ /��, // SHED --�^ ,-� I � IMP:6'61 -sn. IE OUT:188.33(12"E) _._ _ W W Q EX STM MH W TAX MAP / .I I ! / \ T'A I I I P II SH gut 12143- - 11079 NORTHENPCATALPA 10,15,17 M W I 25111DA _i / ( �- \ I `I" 1113 �� Li. RIM:201.32 CB / _ I JI f ��\ \ / v 14687 _ 1 I'\- 71-� Ii080 APPLE 7,10,12 IL IN:194.70(12"W') o ,1( } _$ I 'I ST ET M:19911) SEEPRC LID � �` I I ' �L062 EUROPEAN WHITE 81RCH 19 IE IN:194.48 15'S 25 25 fF{ / I -�/ \ / 5/ I ' r 11087 APPLE 13 t�RR ( ) I ,{� J \ RIM:195.06 0 EX SIM CB a ......•.._.,,. - - V j OUT.196.21(WSW) ✓ (( 1 y, ' I - IE IN:194.62(12"E) ly �TQ189 p ^, \ I _ RIM:192.92 1 I \ - - 11096 WAW U7 17,17 / 10,(46_ a SUMP:194.95 IE OUT: 194.27(18"N) _ /. / / / 1 ' / -.) \ i r--•�/ /� IE OUT:190.98(12"E) I I I\I I EX SAN MH 11135 SILKTREE 10,13 - -� EX SANN,�CO I y / \__ SUMP:J81.0 -RIM:190.31 OFFSITE RIM:1A9.33 % I I I /J ' / < --- 11 IiI 30'111 5 110908 IF IN:186.48(8° 10101 CRABAPPLE 10 SW BAPPLE 9 T$ ARD / IE Ir.532 / ' m �\ / li 'I I IE our.18s.1 ) .. __- -L // / ' I 10102 CRABAPPLE 9 10146 _ --J _ L -�L ��\_ Tial I 4(LE 10189 CR/AiBAPPLE 8 VT \✓ yIy I EX STMIMH /� \ / \ EXTRUDED CURS" '^ I I `: �� 9TAX LOT RIM:19.83 ( / 3800 10415 QUAKIN("A.SPEN i3 / TA LOT 400 �/ / / \ I (n \ \ .10102 -- ' I IE IN:1 5.37(iG'SE) I \ / I � / ` I "-. /I TAX MAP 10486 CALIFORNIA BLACK OAK 24 J I - 11 IE IN:128(t( W) ( ` TAX AP 2S 1 11 DA \ ^ \v N I II III 25 1 12CB 10487C_ALIFORNIA BIACK OAK 16 Z z5 2s I E OUT:1 4.93 1"W �/ AR 9.10 ACRES II 1/ I Ex STM 20 _� 11 ( ) / ' I iil 45 10489 CALIFORNIA BLACK OAK 18 14400TAX E EX ATM CB \ I / /. / I I 1 10499 CAI IFORPoIA BLACK 00.K 70 RIM:1 9.18 I / ✓ / z ( BE IN:.189 12"N 1___ CALIFORNIA BLACK OAK 13 I u i AioA \ I ( // /� J ! E our:iBs.So(T2s) - E W 19ss1({oNw) / - \^ \ M r r ' $UMP:\194.78 I ` \ /`\ / \,� I�ol�� TAXLOTSUMP:189.5± 10491 CALIFORNIA \ \ \\ Ir I TAX MAP 10635 PONBLACK OAK 13 \ BLOCK WALLS\ 11 1 25 1 MAP 10636 D \ I �. I ✓ HAWTHORN 15 \ 10492 CALIFORNIADEROSA PINE 20 O I - _ I \ \ l \ I I DOUGLAS-FIR 20 8'PPER T W I -_`__._ I ,� Q .I PLEE OD ARK ' I 1 / __ 30' I 10637 SWEET CHERRY 14 3"(TYPICAL) I TAX LOT BLOCK 11 i I� \\ // I I ' / \ \I /EX STM CB 10680 EUROPEAN WHITE BIRCH 21 14300 WALLI 1 r 1 / �/ / j ,)RIM:192.00 10681 RED MAPLE 12 i, IE OUT:189.67 125 TAX MAP I 1 1 / I /I ./ /� 1'Ii� I/ ( ) 10682 RED MAPLE 12 1 , 2S 1 11DA ' / \ I , r Q �� 1 '. I SUMP:189.61 \I � / } I / I / �/-a' � \ I i 10683 LODGEPOLE PINE 7 _ Z EX SIM CB 10684 RED MAPLE 16 RIM: 913$ 10685 QUAKINGASPEN 15 II .9 10686 PAPERBIRCH 6 __-SW GREENING `-- - I ( i / / IE oIT: 86.57(127S) 10687 RED MAPLE 14 I N ODOT STATION 1§0+39.19(30.00'9) LANE _ BLOCK \ ` PER ODOT PROJECT F F20V 1 \ SUMP:1 .52 \ WALL I \ I / ( / \� / EX STM DI " \ I / �iIF TAX LOT 10688 RED MAPLE ---14 X BOTTOM GRATE:188.91 I / - - 10732 WESTERN REDCEDAft 12 W - Ili m TAX MAP 10733 WESTERN REDCEDAR 14 L 10000 IS'STORM DRAINAGE r s I 1 I I ! \ ;o T0P'GR91E:189.90 \' --------------- EASEMENT PER PLAT OF r 30 J' 45',' 25 1 12CC EX STM CEL -- "APPLEWOOD PARK N0.3" BL6CK WALL - ` \� I / I 1 } hWT:1&5.8/9'('24'8) \ I / RIM:190.09 10908 DEODAR CEDAR 15 ( \ \ I - 10942 LODGEPOLE PINE 13 IE IN: 18572(12°N 11046 PEAR 10 'TAX LOT j l - -` , r \ I \ /I 19 OUT:18563(12 S) E{SAN�+H r EX STM CB $UMP:185.27 11047 PEAR 9 .14200 zQ I 1 I� r'�' .�\ �.�\ \\ \ I i/ \ \ �^ RINr190.43 Z ir, \ RIM:190.02 11048 PEAR 11 TAX MAP 1 1 - \ `\ IN:18513(8"N) \ q:. l 1� I IE IN:186.62(12°N) 11049 PEAR 10 DESIGNED BY: OS JA 2S 1 11DA 9� \ ) \ r,. / �) -\ \ \ - IE 0 :184.83 8"S 1 IE OUT:186.60 12"S 1 \ iasis nv / _I i% sas so ss'w 60'� / ,/ ! /-1 / ( ) - - (_w) -- - MSK WIIOO.. __WOOR ____�-_ _ __ - _ w0Op4--- -.a- ---�--- -rn- -- - - CHECKED BY: ANN �T6i3bG3/.`.\ - j - - - -t---- 10733- •-�•-- 0 `� \\- 11071 PEAR 31 10636 "-- � 688 10687 10686 - - 10683 10682 0681 FENCE _ FENCE' _ _ rn _ cn AS NOTED I MILLMONT PARK 6'DRAINAGE AND UTILITY < 45\ I -_t/tNC_aT_HLE L DALE:11/15/2016 SUBDIVISION EASEMENT PER PLAT OF WOOD ALL (\ I I -§TREET - r_ REGISTERED TAX LOT ` :TAX LOT TAX LOT TAX LOT "MILLMONT PARK" TAX LOT TAX LOT TAX LOT TAX LOT APPROXIMATE M 116.87 TAX LOT 15100 15200 15300 15400 15800 15900 1600 TAX LOT' LOCATION I I 1 I ::o - - PROFESSIONAL .3000 TAX MAP - TAX MAP TAX MAP TAX MAP TAX LOT \ 15700 I TAX MAP TAX MAP TAX MAP 16100 I 45 _ LAND 5 VEY R TAX MAP 25 1 1100 25 1 1100 2S 1 LIDO 2S 1 11DD / 15500 TAX MAP / TAX MAP a I I I I RI SAN H - �- 25 1 1100 2S 1 1100 2S 1 1100 RIM:189 55 TAX MAP 25 1 1100 2S 1 LIDO ';3 I �a 2S 1 1100 TAX LOT I l mI, ` IE OUT: 82.00(8'E) RECON / 25 1 1100 15600 F , ! �I ULY 15,2003 - - TAX MAP I _ _ E%S MH N5653915HURLEY 2S 1 11DD __--F----- - --- - 10'STORM AND SANITARY>,C� I '.._ ` RIM: 9.68 SEWER EASEMENT PER PLAT-' _ t IE IN.1 84.92 12'N RENEWS:6/30/17 I\ _ _. ____ ___ -_. - _ _ _ _ _ $W I-IAI�ILET COURT LLMONT PARK I I )14 IE OUT 18473(12"E) ky' OF°MI " % T \\ WOT STATION REVISIONS / . _ -- - --- TAX LOT „ I I TAX LOT PER 0 0T PROJECT FILE 2 V-135 _ TAX MAP I I '). 9900 2S 1 11DD J'' ._I I I TAX MAP ' 1 rS 1 12CC JOB NUMBER STM SW HAMLET STREET / I1 S RI I� scAtE 1" = 40 MT RIM:191.79 SHEET I 10 0 16 24 32 40 IE IN: 185.2(12°W) IE IN:184.2(24°N) I / C002 -, � IE OUT:166.30(24"S) AS-BUILT DISCLAIMER: SW APPLEWOOD AVENUE - LANE AS-BUILT INFORMATION IS BASED ON A COMBINATION OF >I- FIELD SURVEY INFORMATION, SPOT INSPECTION I CURVE/TANGENT STATION RADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING j F INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. i t T1 10+00.00 38.28' SOO'05'35"E N THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD , s'PIE PER PLAT OF I a APPLEWOOD PARK NO.2' I C1 10+38.28 100.00' 23.32' 1321'41" 23.27 SO6'46'25.43"E LS w BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. - (TYPICAL) - _ ELOO. i z a T2 10+61.60 141.72' 513'27'16°E Z a J Z y v o+ c 8'PUE PER PLAT OF I ' fir I C2 12+03.33 100.00' 23.22'. 13'18'12" 23.17 506480993"E w o 6+01 7+00 - 8+00 N 9+00 10 00 "APP WOOD PARK No.2° 13 12 / _ 1044+00 I - --- ...__ _. __.._-....._ c a Z { ._ATYPICAL _ _ _-.+-_ _{- !_ 1 7'3 12+26.55 207.67' 500'09'04"E _& 13+59 11+00 12+00 13+00 5'WALL EASEMENT PER - SW BELLFLOWER STREET _� _ _ _ _ PAT of°APPLEwooD I .1� 9'2 g z _ - ----------------------- - - - ____ ___ ___________ Lu __ _ ------------------------------- i __-___ ____-___ __ _ PARK NO.2" --- - - - --- -----Al -- -- -- ------- -- T _ SW SCHMIDT LOOP I` TAX LOT --�-'"TAX LOT 3700 _ �'m o S'"' Z w TAX LOT TAX LOT .TAX LOT TAX LOT TAX LOT t TAX LOT TAX LOT TAX LOT 1 CURVE/TANGENT STATION RADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING G-•,�'�' w o I - 6800 - 6700 6600 6500 1 4100 4000 3900 1 TAX MAP 23 1 11 DA f- �.,5 z..- C7 6900 TAX MAP 3800 1 Z O ( TAX MAP TAX MAP TAX MAP TAX MAP TAX MAP 1 1 25' 25' TAX MAP TAX MAP 2S 1 11DA TAX MAP �. �. I 7'4 10+00.00 66.44' N89'S0'56'E u w s w t� 25 1 11DA _2S 1 110A 2S 1 110 2S 1 1IDA 2S 1 11DA I 2S 1 11DA 2S 1 11DA 2S 1 11DA } - I APPLEWOOD PARK I C3 11+86.44 70.00' 109.96' 9000'00 98.99 545D9'04.00E Z NO.2 SUBDIVISON - g T5 12+96.39 170.00' - S00'09'04"E o w 74.42 51.62 50.00 50.00 55.10 0 58.00 50.00 50.00 50.00 5286 108.30 - / ) /rt C4 14+66.39 7000 1109.96' 90'00'00" 98.99 S44'50'56.DO'W V y TAX LOT o ^ ^1 I r 1045+00 1 r W 14800 n ®� 4 I 1 < 7'6 15+76.35 '325.00' S89'50'56"W V TAX MAP I 1 S° 26,474 SF S Z 2S 1 11DA ^ I I W I < o g 20:00'UTILITY EASEMENT TO 1S o C5 19+01.35 7000 109.96' 9000'00" 98.99 N45'09'04.00'W = 4 f o �^�- 7 ? m a CITY OF TIGARD AND ACCESS I J 3 - - O o 6 7 „ J Z I� 9 10 11 8 12 m n - 20+n.3a n0.00' - -- ---Nooro9'oa"w - '^ 6 Iv W I"1 25,157 SF Q S 13 EASEMENT TO LOT 14 v, ±8,009 SF 5 ±4,683 SF �' ±4,750 SF °i I a �'S 24,750 SF " 24,750 SF " 24,750 SF M z 15,223 SF p°4 25,106 SF N89'7.4S6'E J a t' C6 21+81.30 7000 109:96' 90'00'00" .98.99 N4450'S6.00"E W 24,950 SF I Q m 107.48 - r = _ VISUAL CLEARANCE I 1rj TB 22+91.26 138.56' N89W56'E ch O 1 TAX LOT Sy +,2 52927'10'E - - - - - - 1� ` U) TRIANGLE(TYP) _ _ _ _ _ _ _ _ _C28 N5120'56"E I 23,630 SF O 0 _ 14700 N8953'46E ea, - �29 -'r - - - - -48.94 - N w I TAx MAP !��. c3 2os6 so.00 _33s7 /i `g s.1s so.00 so.00 __ cz7 ry6� m w SW ASHFORD STREET � Q 3 58.62 '1.. N00'09'D4'W 87.07 7.s 1 nDA cl; -� s.00' yV6O o� 16 8 m PILE(TYP) N �6 d� 23,105 SF i�' 1046+00 CURVE/TANGENT STATION RADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING I s �i2� Ln 7.3+oo 24+00 10`+06 SW SCHMIDT LOOP n+oo 17.+oo n9 I Z r \ - APPLEWOOD PARK 3 41 -+ - -+----t- I - +--- I- ---I o N0.3 SUBDIWSON ±4,692 SF / O cm TB 7'4 \ .7`'>-� 84.90 7'9 10+00.00 118.58' N89'54'25"E ✓ a.00' �tr Ns2o'ss°h7 o N \ N5T39'38"W RUE TYP � � /f.°i v6 , ( 22865 SF 1.91 - TAX LOT __ __ -a5.00 -96T� 82.06 _ 47.50_ _� N 95.10 30' 45' I SW ASHFORD STREET (EXT) U�m 14600 82.43 / } - .W I TAX MAP 'IV o / - _ - - - - - - o 0 1 ` of ^ I \ oIU C7 1 2S 1 11DA o / i o 42 "1.� 55 56 I CURVE/TANGENT STATION RADIUS LENGTH DELTA CHORD TANG-ENT/CHORD BEARING / �� - 24 0 SF t 41 $ 13,092 SE ` 1/N . 13,959 SF g 23,266 SF `\ �j 18 W ! 24,515 SF g 1 N `s1 S \ o `cl\ ±4,002 SF �/ I \ 7'10 1+00.00 168.24' N8939'42"E Q 83.24 97.88 z 92.22 �\ _ _ W N8954'25"E IMI �I N8950'S6°E �\�j 58950'56'W Sa95tl56°W + /��m TA%LOT 92.27 90.00 W S WTT W 4500 qNssSo'ss"E S 43 54 J 57 _ - i1 TAX MAP 23,140 SF , +3,399 SF J"1 ±3,330 SF MI 1 2+00 1047+OD CURVE TABLE CURVE TABLE 1-125 1 1IDA Ei IM I 1 69.99 I 92.51 a 92.50 SW ASHF�R_D�_,�_ ----�- CURVE RADIUS DELTA LENGTH'. CHORD CURVE RADIUS DELTA LENGTH CHORD Q o t N 9 � R 40 C35 , c4oLu STREET(E)(T) - t H 25' 25 i 25,014 SF /1 I , I 24,500 SF o � , a S r� S -- `� I Cl 125.00' 12'13'29" 26.67' N6'1720'W 26.62' C24 66.00' 15'44'32" 18-13' N1736'59°W 18.08' �+ _ 0 }I > ------ 73.15 'v I 90.00 23,240 SF I" Z "I 23,330 SF 23,330 SF i 9 587'6pT-_ I C2 25.00' 101'3715" 44.34' S3829'23"W 3875' C25 66.00' 17'28'55 20.14 N34'13'42°W 20.06' / - ® 90.00 Q 92.50 1 d 1 9250 4'`�/- - - �c�0 I J , I / ` 7 C3 66.00' 15'4636" 18.17' S81'57'38"W 18.12' C26 66.00' 1754'43" 20.63' I N5155'31'W 20.55' 9+00 o 10 00 `" 11+DOS I 19 \I,o 30' 45' I T9 g 1 g .23,717 SF G4 66.00' 21'50'05" 25.15' S63'09'18°W 25.00' C27 66.00' 2820'56" 32.66' N75'03'20"W 32.32' 39 45 I�1 52 69 1 - _ I'� 24,500 SF '�' 23,240 SF 199 O I1 23,330 SF -1 A 1 ±3,330 SF '�' o I�1 N89'50'S6"E z - r SW ASHFORD N I I I o C5 66.00' 22'16'57" 2567 541'05'46°W 2551 C28 6604 055'16" 1.06' N89'41'26'W 1.06' 8.00' 90.00 1 1 92.50 92.50 9232 \ -I STREET PUE I--- 90.00 1 j M 1 I 81 20 IS I C6 66.00' 2150'05" 25.15' 519102'15"W 2500' C29 26.00' 76'41'48' 34.80' N51-4910"W 32.26' O _ o 74.01 I(T�) 'z IL I 22,764 SF I 0 \ - ------ - 46 I g I O. g 1 51 1 8 1 60 81 ^ M 1 91.91 8.00' t 1048+00 C7 66.00' 816'16" 9,53' S359'04"W 9.52' C30 7500 1321 41 17.49' N6 46 25 W 17.45' 25•- 25 \ ±3,240 SF I'C'I a " 23,330 SF I "' 23,330 SF '�', PUE In I ._ .__.. �... -_ tt (I TAX LOT 36 38 so.oa 9250 9250 I gl 21 (lYP) IS 45' C8 20.00' 90'03'29" 3144' S4452'41"W 2830' C31 2000 764148 2677 S514810E 24.82' > h ±4,500 SF N I S IM t 9751 SF " C9 20.00' 89'5631" 31.40' S45'07'20"E 28.27 C32 45.00' 90*WDO' 70.69' N44*%56"E 63.64' Q AP 14400 ±5,109 SFo I , i I 2S 1 TA MDA N�.�. .E IMI 1 90.00 47 I� �I 50 1 $1 61 1M CIO 66.00' 851'00° 10.19' 543434"E 1019 C33 45.00' 90'00'00" 70.69 N45*09'"V 63.64' S n o N8950'S6"E S ±3240 SF '�' "' ±3,330 SF 23,330 SF tI 25' I 25' o f 25' I 25' 1 25' i 25' o f 22 -- o,.l- 94.89 o 90.00 92.50 92.22 oM 32739 SF f 1 C11 66.06 2150'05° 25.15' 5195506"E 25.00' C34 14.00' 900000 21.99' S44'50'56"W 19.80' 35 o n N89'50'56"E I N8950'S6°E N8950'S6"E 7 A I of 91.09 1M 20.0¢' C12 66.00' 21'51'16" 25.17' S41'4547"E 25.02' C35 75.00' 1'00'48" 1.33' SO'39'28"E 1.33' '^ - - \ 37 S_ I I 1 o I / R DEDICATION 1 24,728 SF o� 24,515 SF 46 I 49 62 I"s 23 to V/ Q B'PJE PER PLAIT OF 3 0 / 1 \ /kti / I^ C13 66.00' 2150'05" 25.15' S6336'28"E 25.00' C36 75.00' 12'17'23" 16.09' S798'34'E 16.06'I5 - 23.558 SF 23,658 SF - _ _ _ - 13,266 SF, c X x4 p ±2,738 SF30' . J LEWOOD BARK N66'42'S5°E - \cAi 78.50 47.50 /^ �'� 92.77 I"' I C14 65.00' 1537'33" 1800' S8220'17"ETT" 037 45-00' 833119" 65.68' S482027"E 60.00' /� .3°(TYPICAL) TAX LOT N895425"E 0 __45.00 __ 76.00 __ t \s__ _ _ + Lt. 82.06 20.00'PRIVATE ALLEY ^/ 1049+00 TAX ,V� - ( 24 18 C15 66.00 31'09'53" 35.90' N7496'DO"E 35.46'. C38 20.00' 103'1892" 36.06' N3891'S0'E 31.37 I _ ACCESS EASEMENT ,� 1 2S 1 11DA -\ Tp BENEFIT LOTS 49-62 �,/ 22,980 SF 34 �6 `.\ 7'6 N I"' I I C17 66.00 3078'26° 34.91' N292T28'E 34.51' C39 125.00' 12'41'43" 27.70' NTO6'24"W 27.64' z -�F_-_-+-_ _i-_-_�_ _�_-_-1_-_-_1 _�� / 109.41 `_ N8954'18 E4,7229 ,V �� \ --19+00 N -18+00 SW SCHMIDT LOOP - �, 16+OD 121.98 N6950'56"E 1 fi6.00 1427'19" 16.65' NT04'35°E 1661' C40 125.00' 036'29" 1.33' NO'2T19"W 1.33' 2 S7Fy TRACT'B't1,s7.SF cis L 1- -- ---- q C19 14.00 89'48'46° 21.95' 144*45'19"E 19.77' C41 14.00' 90'00'00" 21.99' N45'0904"W 19.86' 1 6335 ` •O°+ C14 27.71 50.00 50.00 50.00 50.00 _50.00- _ _ _51.00 _ -_ 54.29 r �V%' r J S30°33'09'W- - - - - - - - - - - - - - - - - - - - -L 8.00 C20 20.00' 90'5893" 31.75' 544'51'14°E 28.52' C42 45.00' 833714° 65.68 548'02'19"W 60.0 o. IF C21(TYP) I I C21 20.00 89'01'47' 3108' S45'Ce4VW 28.04' 043 45.00' 6'22'46" 5.01' S3112'19'W 5.01' ±532 SF 31 a 30 < 29 < 28 27 ,°"-. 26 rn 25 a STORMWATER FACILITY 70' -.-. __1 - _ - 15'STORM DRAINAGE 1 - EASEMENT PER PLAT OF 45 - C22 1 14.00 9091'14" 2204' N4594'41'W 19.83' C44 45.00' 622'46" 5.01' 532024"E 5.01' /�/�►► .APPLEWOOD PARK N0.3" 33 32 TRACT'A' CL C23 66.00' 9'35'39' 11.05 N4'S6'53'W 11.04' TAX LOT rn 28,613 SF oe 24,755 SF �' +4746 SF �' 24,746 SF �' ±4,746 SF " ±4,746 SF �' 34,746 SF " 24,841 SF 221,167 SF I^ 1050+00 14200 - "$ - 1 TAX MAP ^ 10.00'DRAT AGE EASEMENT 25111DA -- _ -.- _-TO BENEFl LOTS 25-32 _ - - - - -.- - - _ -.- - - _ _ _ _ _ DESKM BY: DS JA 80.67 61.12 50.00 50.00 50.00 50.00 5000 50.00 51.00 209.00. DRAM BY. OS a CHECKED BY: PAS scAtl=: AS NOTED - DATE 11/15/2016 MILLMONT PARK I -- ---- 6'DRAINAGE AND UTILITY / 45' 'TAX LOT TAX LOT TAX LOT SUBDIWSION EASEMENT PER PLAT OF / 1 REGISTERED TAX LOT I "MILLMONT PARK* TAX LOT I TAX LOT TAX LOT TAX LOT LANDE SURVE O TAX LOT - 15100 15200 15300 15400 \ 3000 TAX MAP -TAX MAP TAX MAP TAX MAP TAX LOT / 15700 I 15800 15900 1600 % .TAX LOT 45' TAX MAP 2S 1 AP 2S 1 I1DD 2S 1 11DO 2S 1 11DD 2S 111100 TAX MAP TAX MAP TAX MAP / 16100 T +.1100 �- TAX MAP TAX LOT 2S 7 flDD 2S 1 11 DD 2S 1 1100 SAI MAP D / 1051+00 2511100 15600 r _ / TAX MAP \ I NDER lio HURLEY 2S 1 11DD _ �- -- -----�- ------ -- ---- 10'STORM AND SANITARY -�'-� - - - - - ' SEWER EASEMENT PER PLAT/ r ___i __ ___ _i-___. r _ ___._1_ - \�.\ OF"MILLMONT PARK" BEw9ox RENEWS:6/30/17 SW HAMLET COURT / 1 SCALE 1"' = 40 FEET SW HAMLET STREET ---- ----- - 7'16 00 I i 40 D 16 7.4 37.aD JOB NUMEER 2 TAX MAP 2S1 I1DD ; ..3876 NOTES: - - - - - - - 1.TRACTS A AND B SHALL BE CONVEYED TO THE CITY OF TIGARD. SHEET C003 - - - - — - - - — - - „+DD - - - 2+OD - - - - 3+DQT',2 o TAX LOT TREE PROTECTION NOTES: Z Cc „( 7+00 8+00 9+00 - 1 00 - ' I}„ I 13600 w f $W BELLFLOWER STREET---- F - —}--- - -_ - - L I. o TAX MAP A. NO CHANGES SHALL BE MADE TO ANY ASPECT OF THE APPROVED URBAN FORESTRY PIAN WITHOUT WRITTEN CONSENT FROM THE I w _ - 11 P. 0 1 2S 1 12CB PROJECT ARBORIST AND CITY ARBORIST. j / - - - - - - - - /'�, / - TREE PROTECTION SHALL BE INSTALLED PRIOR TO ANY GROUND DISTURBANCE WORK \ _ N U B. ¢ _- ----------------------------- ______ 4 :: �- a \ Z I •1107 © -� C5 w C - ----- -""- -"- ---"--- ---; - ------ ------ ---\ _ I / —_G NO PERSON MAY CONDUCT ANY AC WITHIN THE PROTECTED AREA OF ANY TREE DESIGNATED TO REMAIN,INCLUDING,BUT NOT :I/ TAX LOT -TAX LOT W - I TAX LOT --- TAX LOT 3700 :� I / TAX LOT TAX LOT TAX LOT .�t r TAX LOT 'TAX LOT TAX LOT I 1 _-___ UNTIED 70,PARKING EQUIPMENT,PLACING SOLVENTS,STORING BUILDING MATERIAL AND SOIL DEPOSITS,DUMPING CONCRETE Z¢ 6900 .6800 6700 6600 6500 I I I 4100 4000 3900 TAX MAP 2S 1 11DA WASHOUT AND LOCATING BURN HOLES. Z N a TAX MAP 3800 110 l: a TAX MAF ! TAX MAP TAX MAP TAX MAP TAX MAP , TAX MAP TAX MAP TAX MAP 0 I I 2S 1 11DA ` I / TAX LOT D. ATTACHMENTS TO TREES DURING CONSTRUCTION-NO PERSON SHALL ATTACH ANY OBJECT TO ANY TREE DESIGNATED FOR CL Z zS 1,IDA 2S 1 11DA 2S 1 11DA 2S,11DA 2S 1 11DA 2S 1 11DA 25 1 11DA 2S 1 11DA Lr I'' O 'I �{., 13700 0 ¢ O APPLEWOOD PARK Vl. \ I TAX MAP PRESERVATION. LL ,:��•`�'`�' \� '�� '' I / 2S 1 12C6 PRIOR TO ANY GROUND DISTURBANCE, E CONTRACTOR: (3 Q l NO 2 SUBDIVISION THE g n TAX LOT -' i �i J J ^�. ` + - 1. SHALL ERECT AND MAINTAIN READILY VISIBLE TREE PROTECTION FENCING ALONG THE OUTER EDGE AND COMPLETELY &5 w ' Dr. ¢ E 7A q / I / T ,/, a r ^� / ( `\ \ 4 , I o_ SURROUNDING THE PROTECTED AREA OF ALL PROTECTED TREES OR GROUPS OF TREES AS SHOWN. o N o F„� d ¢ 2S 7 11DA f/ / - i ` \ I v / I "` } C / 2.MAY BE REQUIRED TO COVER WITH MULCH TO A DEPTH OF AT LEAST SIX(6)INCHES,OR WITH PLYWOOD OR SIMILAR MATERIAL, W �" �a Z O L--� OVER THE ROOT ZONE OF A TREE IN ORDER TO PROTECT ROOTS FROM DAMAGE CAUSED BY HEAVY EQUIPMENT. '�' vii P a a w LL ] 5��.I 1 9 1 Q/ I 11 12�� I 1 1 I m AX LOT 3.SHALL PROHIBIT EXCAVATION OR COMPACTING OF EARTH OR OTHER POTENTIALLY DAMAGING ACTIVITIES WITHIN THE TREE 1 13800 PROTECTION ZONE. Z I 105 1 1 I X I �.\ TAX MAP 2S 1 12CB O, / \ 115 I \ l I 4.MAY BE REQUIRED TO MINIMIZE ROOT DAMAGE BY EXCAVATION OFA RTWOET NE FEET DEEP TRENCH,AT THE EDGE OF THE TREE ..TAX LOT PROTECTION ZONE,TO CLEANLY SEVER THE ROOTS OF TREES TO BE RETAINED. LIJ 14700 `o -TAX MAP 'I /i l a N AND MAY BE REWIRED TO MAINTAIN TREES THROUGHOUT CONSTRUCTION PERIOD BY .,-,. T,.. + -, MACHINERYRE OR ED TO CORRECTIVE z J 2S 1!IDA I�. I I - > .: „ r -�< \ 16 \ �Io m I 5 WATERING AND FERTILIZING. PRl1NING PERFORMED ON PRESERVED TREES IN ORDER TO AVOID DAMAGE FROM O 4 i M vS / 24+00 1 \- 11+00 ,2+Op -� I AX LO MAINTAIN E TREE PROTECTION FENCING IN PLACE UNTIL THE PROJECT ARBORIST AND CITY ARBORIST AUTHORIZES APPLEWOOO PARK $ �"' �'•��• •-.-�1 i \ �/ (, " I T T 6.SHALL A THE �/'� Lo V J , 1 SW SCH LOOP �\ I'/ 10 ` I T 3900 THBR REMOVAL V 0 NU.3 SUBOVISON / ..__ _ • > :...... \ I N..1 / / ` - `.'1 - I' I / TAX MAP T' U a. TAX LOT / J � I ( � 3S 1 12CB 7.SHALL ENSURE THAT ANY LANDSCAPNG DONE IN THE TREE PROTECTION ZONE SUBSEQUENT TO THE REMOVAL OF THE � Q � - - I BARRIERS SHALL BE ACCOMPLISHED WITH LIGHT MACHINERY OR HAND LABOR. USE PLANT MATERIALS WITH COMPATIBLE WATER G /A O IL 1 - _ / REQUIREMENTS TO TREE TO BE PRESERVED AND DIRECT SPRAY IRRIGATION AWAY FROM TRUNKS.ull V ¢I: TAX6MAP / � ( - - - \ �r s F I I 2S 1 HIDA I 4LL T 42 \ 4 / 56 / / , F. HE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN HE TREE PROTECTION ZONE WITHOUT THE PROJECT ARBORISYS li Oj 3 W ,` 1 \ \ 1 1$ j/� _ - X / '10944 AUTHORIZATION.THE PROJECT ARBORIST MAY ALLOW COVERAGE OF UP TO ONE HALF OF THE AREA OF THE TREE'S ROOT ZONE WITH C' Y - - \ I / \ LIGHT SOLS(NO GAY)TO THE MINIMUM DEPTH NECESSARY TO CARRY OUT GRADING OR LANDSCAPING PLANS,IF IT WILL NOT v Z 4 ---L- --- I / } 11 \� \�C IMPERIL THE SURVIVAL OF THE TREE.AERATION DEVICES MAY BE REQUIRED TO ENSURE THE TREE'S SURVIVAL W T W TAX LOT \ Il 43 t ` $ , 54 1 57 / „+,110 - y, - : \/o I O N 14500 / / G. IF THE GRADE ADJACENT TO A PRESERVED TREE IS RAISED SUCH THAT IT COULD SLOUGH OR ERODE INTO THE TREE PROTECTION ZONE,IT SHALL BE PERMANENTLY STABILIZED TO PREVENT SUFFOCATION OF THE ROOTS. cn TAX MAP I 9° 1 0 � x`11135 z 0 �� 13+00 +15 N'I 2S 1 11DA i I i / _�1O '.,-{c- -< ---� f- - H. AN IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITHIN THE TREE PROTECTION ZONE OF ANY TREE TO BE PRESERVED WITHOUT 1 Q I I 40 I \ HI — -_'J__ - - - Irl I j THE AUTHORIZATION OF THE PROJECT ARBORIST.THE PROJECT ARBORIST MAY REWIRE SPECIFIC CONSTRUCTION METHODS AND/OR V 195 I USE OF AERATION DEVICES TO ENSURE THE TREE'S SURVIVAL AND TO MINIMIZE THE POTENTIAL FOR ROOT INDUCED DAMAGE TO THE � /_ 44 53 1 58 - - - IMPERVIOUS SURFACE. I. TO THE GREATEST E%TEKi PRACTICAL UTILITY TRENCHES SHALL BE LOCATED OUTSIDE OF THE TREE PROTECTION ZONE OF TREES TO / / i 9 \ 1 I I , / BE PRESERVED.THE PROJECT ARBORIST MAY REWIRE THAT UDUTIES BE TUNNELED UNDER THE ROOTS OF TREES TO BE PRESERVED W M Q 11,008 I 52 :I \I I I 110908 IF THE PROJECT ARBORIST DETERMINES THAT TRENCHING WOULD SIGNIFICANTLY REDUCE THE CHANCES OF THE TREES SURVIVAL T uia f--- --- —i + I i 39 / 45 I I/ - / �� I 7 J. DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES DESIGNATED FOR PRESERVATION. + cc S ASHF D STIR T '^ 2Q %y I d TAX LOT K. THE PROJECT ARBORIST MAY REQUIRE ADDITIONAL TREE PRESERVATION MEASURES WHICH ARE CONSISTENT WITH TREE CARE /�L� INDUSTRY STANDARDS. _v 3800 145 O I - 51 /' OUB TAX MAP < ' '70107 I• \ \ �' u I I / .�. t I 2S 1 120B L STUMPS SHALL BE GROUND AS NECESSARY SO AS NOT TO CAUSE DAMAGE TO THE ROOT ZONES OF ADJACENT TREES TO BE PRESERVED ON THE SUBJECT PARCEL OR ABUTTING PARCELS.STUMPS NEAR PROPERTY LINES SHALL ALSO BE GROUND AS I 38 21 I NECESSARY SO AS NOT TO CAUSE DISTURBANCE TO ADJACENT PARCELS TAX LOT 36 1 14400 I /-- I a / ; TAX MAP I. } d - -__ -- _- r - - - - )g 47 o/ I I / 50 i 6� PRESERV� PRESERVE ❑ 2S 1 MAPA a \ a \C' TREENUMBER SPECIES Di(IN.) /REMOVE' ITREENUMBER SPECIES DBH(IN.)!/REMOVE ,Q ! TAX LOT OFFSITE ONSITE _ _ _ Z Nt. \ ,r\9° 1 1400 10101 CRABAPPLE 10 PRESERVE 10495 OREGON WHITE OAK 59 REMOVE I 35\ I N� \ I I ' / ' t III TAX MAP 10102 CRABAPPLE 9 PRESERVE; 10639 SVJEET CHERRY _ 6 iPRESERVE 48 I 49 17°2 / 23 2$1 12CB 10146 CRABAPPLE 9 PRESERVE! 10946 SILKTREE 9 REMOVE Z - - - - _ - x o� ! 10189 CRABAPPLE 8 PRESERVE! 10952 SI:.KTREE 17 REMOVE ` 7 TAX LOT \ ^ 0 10475 QUAKING ASPEN_ 13 PRESERVE 11078 APPLE 16 4 REMOVE - 14300 - - - 10486 CALIFORNIA BLACK OAK 24 PRESERVE 11079 NORTHEN CATALPA 10,15,17 i REMOVE _ / O TAX MAP \ / I / 24 1 `� 1 0_ / 10487 CAUFORNIA BLACK OAK 16 PRESERVE 11080 APPLE 7,10,12 REMOVE 2S I 11DA • y S SCHMIDT LOO �", _ ( 10988 CALIFORNIA BLACK OAK 18 PRESERVE 11082 EUROPEAN WHITE BIRCH: 19 REMOVE t : 34/ •-. �'�'� i'��'~� � / `-- f �I 10489 CALIFORNIA BLACK OAK 20 PRESERVE 11037 APPLE 13 REMOVE 00 / 18+00 00 16+00 / - I / - 10490 CALIFORNIA BLACK OAK 13 PRESERVE 11036 WAWl7T 17,17 REMOVE / - PRESERVE 11135 SILKTRE! 10,13 REMOVE A -- --- x \\ / ---- - M 10491 CALIFORNIA BLOCK OAK 13 -' - i �l 10492 CALIFORNIA BLACK OAK 13 PRESERVE - 1„c Q - - - - - - - �- - - - - - - _ _ -� - - _ T TAX LOT 10505 OHAWTHORNN SS PRESERVE; W 10635 PONDEROSA PINE 20 PRESERVE AS-BUILT DISCLAIMER: \ / �0 10636 DOUGLAS-FIR zo PRESERVE, AS-BUILT INFORMATION IS BASED ON A COMBINATION W 0 �' MAP 10637 SWEET CHERRY 14 PRESERVE \ I \ zS,,RCC OF FIELD SURVEY INFORMATION, SPOT INSPECTION CC 3°°{�� 4� \, \/ TRACT�A�/ ( c / ,} 10680 EUROPEAN WHITE BIRCH 21 PRESERVE. �yr G .0 31 30 29 d8 27 26 25 9\ STORMWATER FACILG� r ( / I 10681 REDMAPLE 12 PRESERVE INFORMATION, AND CONTRACTOR PROVIDED LL W TAX ter / _- m \ T+ / 10682 RED MAPLE 12 PRESERVE, INFORMATION. THE ENGINEER ONLY CERTIFIES Q. cc 14200 \ *a6 .p y01 / \B7 �� I 10663 LODGEPOLEPINE 7 PRESERVE INFORMATION WHICH COULD BE FIELD VERIFIED AFTER TAX MAP \ �� \(- Ii ]OFi54 RI:D MAPI.0 ]( PRESERVE W 2S 1 IDA \ / I \ I 10685 QUAKINGASPEN 15 PRESERVE CONSTRUCTION WAS COMPLETED. \ 10639 - - - -- - - - - - - - - - __ - -\- 10686 PAPER BIRCH 6 PRESERVE! W ._- o-` - - -10733 - `10732_. 10688 REDMAPLE 14 PRESERVE! - J `s RED MAPLE 14 PRESERVE_ 106M10635 1 '37 - `10668 10687 1 X10686 10683 10682 I 10?32 WESTERN P.EDCEDAR 12 PRESERVE MILLMONT PARK i I - / ...- -_-_ 10?33 WESTERN P.EDCEDAR 14 PRESERVE I SUBDIVISION / I 10908 DEODAR CEDAR 15 PRESERVE' TAX LOT TAX LOT .TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT / I 10942 LOOGEPOLE PINE �11 PRESERVE- 15200 15300 15400 / TAX LOT 15800 15900 1600 / TAX LOT i I 11046 PEAR PRESERVE LEGEND DE51(Nm BY D$JATAX LOT 15100 - TAX LOT 15700 16100 11047 PEAR PRERVE 3000 - TAX MAP TAX MAP TAX MAP TAX MAP - TAX MAP TAX MAP TA%MAP TAX MAP TAX MAP + ORAKN BY: DS TAX MAP 2S 1 11DD 2S 1 IIDD 25 1 IIDD 2S 1,HDD 15500 2S 1 IIDD 2S 1 IIDD 2S 1 11DD 2S 1 IIDD 25 1 IIDD 11048 PEAR PRESEVE EXISTING GtOUND CONTOUR(1 FT)2S 1 IIDD / TAX MAP TAX LOT1 25 1 1IDD 15600 11049 PEAR- PRESERVE! CHECKED W. BRB i TAX MAP \\ / I 11071 PEAR_ 11 PRESERVE FXISTING GROUND CONTOUR(5 FT) --190-- SOA AS NOTED _______ ___ ___.__ _._____ I i 2S 1 11DD \ -- _ _ - - _ \ , r FINISHED GRADE CONTOUR(1 FT) 189 DATE 11/15/2016 METAL TREE PROTECTION FENCE FINISHED GRADE CONTOUR(5 FT) —190— TREE PRESERVATION/REMOVAL PLAN BY BRUCE BALDWIN ARBORIST,CERTIFIED EXISTING CONIFEROUS TREE ARBORIST OPN-6666A,WITH AKS ENGINEERING&FORESTRY V ANCHOR POSTS SHOULD BE EXISTING DECIDUOUS TREE SEE SUPPLEMENTAL ARBORIST MINIMUM I STEEL D CHANNEL 8'O.C.MAX FLAGGING VISIBLE TT I R00T PROTECTION ZONE NOUS: : : R a 1/,2"DIA,TUBING OR FLAGGING ATTACHED TO r ENCROACHMENT INTO THE ROOT PROTECTION ZONE MAY BE ALLOWED WITH PROJECT ARBORIST REPORT FOR MORE INFORMATION 4'x4 TI BER,B IN LENGTH TOPS OF ANCHOR POSTS TREE REMOVAL x .APPROVAL AS DESCRIBED IN THE FOLLOWING NOTES !! = 1. EXCAVATION IN THE TOP 24°OF THE SOL IN THE CRITICAL ROOT ZONE AREA SHOULD BEGIN ! BRUCE R. BALDON, ATTEST THAT THIS , !� 2"SQUARE.9 GAUGE TREE PROTECTION FENCE REwsaws AT THE EXCAVATION LINE THAT IS CLOSEST TO THE TREE. TREE PRESERVATION AND REMOVAL PLANT. GALVANIZED WIRE MESH TREE DRIPLINE 2. THE EXCAVATION SHOULD BE DONE BY HAND/SHOVEL OR WITH A BACKHOE AND A MAN WITH MEETS ALL OF THE REQUIREMENTS IN A SHOVEL,PRUNING SHEARS,AND A PRUNING SAW. SECTION 10, PART 1, OF THE CITY OF A NOTES' GRADING LIMITS 3. IF DONE BY HAND,ALL ROOTS 1°OR LARGER SHOULD BY PRUNED AT THE EXCAVATION UNE. T10ARD URBAN FORESTRY MANUAL. 1. METAL FENCE FOR TREE PROTECTION DEVICE,ONLY. JOB NUMBER CERTRM2. BOUNDARIES OF PROTECTION AREA WILL BE ESTABLISHED IN 4. IF DONE WITH A BACKHOE(MOST UKELY SCENARIO),THEN THE OPERATOR SHALL START THE A SCALE 1" = 40 FEET THE FIELD BY THE ARBORIST PRIOR TO CONSTRUCTION. ZONE DISTRICT BOUNDARY _.._.._ 3876 CUT AT THE EXCAVATION UNE AND CAREFULLY"FEEL"FOR ROOTS/RESISTANCE.WHEN THERE 3. BOUNDARIES OF PROTECTION AREA SHOULD BE STAKED AND IS RESISTANCE,THE MAN LATH THE SHOVEL HAND DIGS AROUND THE ROOTS AND PRUNES THE BRUCE R. BALDWIN RAGGED BY THE ARBORIST PRIOR TO INSTALUNG DEVICES EXISTING ON-SITE TREE CANOPY AREA SHEET ROOTS LARGER THAN 1'DIAMETER. BRUCE BALDMN, CERTIFIED ARBORIST mmu¢RnaR axteea 40 D 16 24 32 aD ANCHOR POSTS MUST BE 4. AVOID DAMAGE TO CRITICAL ROOT ZONE DO NOT DAMAGE TO A DER PH OF/ PN-6666A ° wre 12/31/n INSTALLED LESS THAN 1/3 THE OR SEVER LARGE ROOTS WHEN INSTALLING POSTS. TOTAL HEIGHT u POST 5. DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION. NOTE:SEE COVER SHEET FOR GENERAL PLAN LEGEND C030 AS-BUILT DISCLAIMER: z AS-BUILT INFORMATION IS BASED ON A COMBINATION OF W FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. HERITAGE CROSSIN N THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BMP MATRIX FOR CONSTRUCTION PHASES a BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. J z w 12 0 C-EROSION AND SEDIMENT CONTROL PLAN REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S z U CLEARING MASS r UTILITY SITE FINAL WET WEATHER o GRADING INSTALLATION CONSTRUCTION STABILIZATION (10/1-5/31) a j ' EROSION PREVENTION U £ i STANDARD EROSION AND SEDIMENT PRESERVE NATURAL VEGETATION X X X X X X gW o PW¢ DEVELOPER CONTROL PLAN DRAWING NOTES. GROUND COVER X X X X X X a3g=�. £ zN a Tt HYDRAULIC APPUCATIONS �j"'^Fq z R -V, ¢ VENTURE PROPER7IE$INC. 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP.FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PLASTIC SHEETING X X x a Z ;. CONTACT: KELLY RITZ PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT.(SCHEDULE A 8.A) § "' LL w Il O t _f MATTING X X X X � 'e""' +Nr"' s 4230 SW GALEWOOD STREET,SUITE 100 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. Q�' DURING THE CONSTRUCTION PERIOD,UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPUCABLE DUST CONTROL X X X X X Z PROJECT SITE LAKE OSWEGO,OR 87035 LOCAL STATE,AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS SCHEDULE A.&C.II.i C TEMPORARY/PERMANENT *` ,T 7J, : >$A PHONE: 503-387-7600 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED SUBMITTAL OF THE ESCP REMSIOINS IS ONLY UNDER SPECIFIC SEEDING X X '^ O 1 yk- CONDITIONS. SUBMIT ALL NECESSARY REMSION TO DEQ OR AGENT.(SCHEDULE A.12.C.IV) c / V T.gs• 'J 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BUFFER ZONE X X I- Lug t r ?L BECOMING A SOURCE OF EROSION.(SCHEDULE A 8.C.11.(1)(D)) OTHER: +, =4 1;- - y ) sg 3 fir+ 5. IDENTIFY,MARK,AND PROTECT(BY FENCING OFF OR OTHER MEANS)CRITICAL RIPARIAN AREAS AND VEGETATION # 4 "h :` INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES,AND VEGETATION AREAS TO BE PRESERVED. cc SEDIMENT CONTROL ENGINEERING/ Z O as It 4 „ _ Y` a wi - IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS(E.G.,WETLANDS),AND OTHER AREAS SEDIMENT FENCE(PERIMETER) ++X X X X X X /� '`� - `cry _ d<K '" SURVEYING FIRM TO BE PRESERVED,ESPECIALLY IN PERIMETER AREAS. (SCHEDULE A.S.C.I.(1)&(2)) V/ Lo 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS.RE-VEGETATE OPEN AREAS WHEN SEDIMENT FENCE(INTERIOR) X X N X X M AKS ENGINEERING&FORESTRY,LLC. PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION.IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. U)LU r ` CONTACT:PAUL SELLKE,PE,GE ( STRAW WATTLES X X x x x .V � .r, 1 ,„ (SCHEDULE A.7.A.V.(1)AND A.7.A.V 3)) O a r 3�a ;, •T - 12965 SW HERMAN ROAD,SUiTE 100 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE FILTER BERM /A V `l� ?I'�+ c�"4: TUALATIN, OR 97062 VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED,REPAIRED,AND PROMPTLY INLET PROTECTION ++X X X -X X X O ' i. • , - 'A _ - a ,, IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION,INCLUDING PROTECTION O z PHONE 503-653-6151 Q 3 11Z I FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. DEWATERING b t FAX:503-653-6152 , A, .� rs"� T, A (SCHEDULE A.7.D.1 AND A.B.C) SEDIMENT TRAP U Rl 93 s. a - s .a- y i•` a _ S. ESTABIJSH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE Z k %E s '' WORK.DIRECT ALL WASH WATER INTO A PIT OR LEAK-PROOF CONTAINER.HANDLE WASH WATER AS WASTE, 'NATURAL BUFFER r .h: •-by..� 'a ENCROACHMENT a' � a � DISCHARGEETE WATERS 9. APPLYTEMPORARY AND/OR PERMANENT PROHIBITED.THE STATE IS A NT SOIL STABIUZATIONMEASURES MEDIATELY ON ALL DISTURBED AREAS AS OTHER: O N PROJECT LOCATION: GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS (SCHEDULE A.B.C.HH.(3)) ' - - - RUN OFF CONTROL - 10. ESTABUSH MATERIAL AND WASTE STORAGE AREAS,AND OTHER NON-STORMWATER CONTROLS. (SCHEDULE 15435 SW HALL BOULEVARD CONSTRUCTION ENTRANCE -X x x •x *x A.8.C.1.(7)) Q � TiGARD,OR 97224 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS:GRAVELED(OR PAVED) PIPE SLOPE DRAIN `J VICINITY MAP LAT:45.40802 N EXITS AND PARKING AREAS,GRAVEL ALL UNPAVED ROADS LOCATED ONSITE,OR USE AN EXIT TIRE WASH.THESE = W Z Q Y W8 Lu TAX LOT N V I 6+¢1 7+00 8+00 9+00 10+00 11+00 +)s 13+00 13600 G +___ _-}-_ _—F _ ._.� _ I TAX MAP W \--13+12 - ^ ^ 251 12CB z a -- V 3 ss SW BELLFLOWER STREET w r \ °_ � — — — _ — — — _ li!Ti' II� ? a o - __--- -- -_ - ---- -_--- __ -- --_ I --- ----- - - _ - i m = LEGEND ; - I TAX LOT -- TAX LOT 3700I _ D a J 1 I I• TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT I TAX LOT TAX LOT 3900 TAX LOT TAX MAP 2S 1 11DA -� 6900 6800 6700 6600 6500 11 I I 4100 4000 TAX MAP 3800 i' z` ^E Z 1 $1 I TAX MAP TAX MAP b TAX MAP TAX MAP I ".:I TAX MAP WOOD TAX MAP TAX MAP II - ` TAX LOT EASTING GROUND CONTOUR 1 FT - - ---399---- z e^,.o TAX MAP I 2S i 11DA BRICK WALL W COLUMNS f ( ) > I � _ 2S 1 11DA 2S 1 11DA 2S 1 UDA 2S 1 11DA 2S 1 11DA I I W2S I 001 11DA WALL 2S 1 11DA 2S 1 11DA / I 13700 -CT APPLEWOOD PARK TAX MAP EXISTING GROUND CONTOUR(5 FT) -----400---- z 3g �o d w N WOE s / N0.2 SUBDMSON I v - W006FENCE iI a 2S 1 12CB F, ,� ?W ;. 'FENCE 0. fl- WOOD FENCE t - -- 4 \l1 c W'd i�s z o Py. m I EXISTING TREE TO REMAIN _ a�: w a i O TAX LOT I WOOD 14800 w I �� I / ( ! WALL l r`- r� / \\. I � I I // EXISTING TREE TO BE REMOVED Z TA MAP25 I 11DA r \,-; \ \\� \ O^ .r //� AX LOT DISTURBED AREA y n a z j a / �--'i ,_/ 1 /\ I\\\_ 1 ' • , I I 13800 /1[ W y // �I / I Xi I I T' 2S 1 MAP INLETPROTECTION ❑ ��J TEMPORARY GING,MAINTENANCE, -TEMPORARY 5411�STOCKPILE AREA `• \� ✓ ;;� li I I SEDIMENT FENCE-PERIMETER(ORANGE) —■ X— O�v' TAX LOT I ' - / l SOLID W/{STE AND FUELING ARENA, ,\ x 14700 a I I ° / / r / \ J I I SEDIMENT FENCE/STRAW WATTLE —a a—a— N TAX MAP / _ \ _ \ 'g. (TO BE INSTALLED AF1FT2 GRADING) in LO o -- -- ' 2S 1 tIDA I b \ m EXISTING ONSITE STRUCTURE % + •- I(� T v 1 BLOCI WALL _.I I : �/> \�----� TO BE REMOVED �/ I ;' o I;, I�� TAX LOT G��//,�� 0 APPLEWOOD PARK .. I 3900 CONSTRUCTION ENTRANCE -" O -NO 33 SUBDIVISON I I I,/ o L I I TAX MAP Q ' 2S 1 12CB I _ Q , 3 \ i V TAX LOT / / -/ %I DRAINAGE FLOW DIRECTION ♦ r w tasoo l , \ -/ -,. x 1,720 \ Z p ; TAX MAP I / _ \ CONTRACTOR TO LOCATE '�`_-'� SO.FT. •� f '.I W O (� Q i 2S 1 11DA ,a L TREE PROTECTION FENCE ^ AND ABANDON SEPTIC TANK \ �' = CN S � PER APPDCABLE LOCAL STATE � f '^ w \ AND FEDERAL CODE j _ i \i — — Oct =+m TAX LO / I SHED i_ _ S -- 4. 'LLJ 14500 / / _.1_ �\ _i_'� - �,. �^ 13 /_ (� W I TAX MAP -i / / y i L \ / \E STING ONSITE STRUCTURE -x-_ �'?" 71 -" 2S 1 11DA I - 7 l / TO BE REMOVED r-�Icc 7 APPROXIMATE LOCATION -� r M W - -.� I�i-_J \ \ OF SEPTIC TANK / \ — Lu W Q C7 0 I TAX LOT AS—BUILT DISCLAIMER: TA LOT 400 / CI 1 3800 TAX MAP AS—BUILT INFORMATION IS BASED ON A COMBINATION OF - — \ ONSITE PARKING I t I I 2S 112CB FIELD SURVEY INFORMATION, SPOT INSPECTION TAX AP 2S 1 11DA / \ j I \ I INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. Z .I TAX Lar AREA: 9.10 ACRESt / I' V \ /—� 4400 THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD Z O O TAX MAP I / / / ` ,� BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. O N \\ \ , cc 2S I 11DA TAX LOT -I- 4 - BLOCK WAIL�F \ \\ \ I 1400 OM •1 I1 TAX MAP J cc 2S 1 12CB O PRE—CONSTRUCTION. CLEARING. AND DEMOLITION NOTES: Q W U I TAX LOT WALL 1 / / _ < / a I 1 ALL BASE ESC MEASURES QNLFT PROTECTION PERIMETER SEDIMENT CONTROL.TRAVEL CONSTRUCTION TAX3MAP WALL I \ \ / / \^ III ENTRANCES ETC.)MUST BE IN PLACE,FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO W V r •' I 25 1 itDA __-DISTURBANCE BOUNDARY \- 1 / (- / �. / I I COMMENCEMENT OF CONSTRUCTION ACTIVITIES. Q Z Z { r L J / L.-19'.� \ NLTA I 2.SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE BERMS COtlSTRUCTED OUT OF W // MULCH.CHIPPINGS.OR OTHER SUIT LE MATERIAL.STRAW WATTLES.OR OTHER APPROVED MATERIA3.SENSITIVE RESOURCE INCLUDING,BUT NOT UNTIED T0,TREES,WETIANDS,AND RIPARIAN PROTECTIONBLOCK r . AREAS SHALL T CLEARLY DELINEATED AN ORANGE CONSTRUCTION FENCING OR CHAIN UNK FENCING IN\ A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTINTIES ARE PERMITTED TO WALL �. sAX OCCUR BEYOND THE CONSTRUCTION BARRIER. cc O W4.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND '^BLOCK W� MAINTAINED FIXi THE DURATION OF TILE PROJECT. ADDITIONAL MEASURES,INCLUDING,BUT NOT LIMITED N/�, TO,STREET SWEEPINGANDVACUUMING.MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE W QKEPT CLEAN FOR THE DURATION OF THE PROJECT.TAX LOT I \ ` fZ 14200 L ! �/ 5.RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNINGSUBST TIALCC4STRUCTIONACRMTIFS. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE SLOPE TAX M1UA \ \ ncArm+ FACEROUGHENING AND BANK STABILIZATION. 2S I 6.AREAS SUBJECT TO'WND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE - _ 7 APPLICATION PRAY OF WATER P C SHEETING STRAW MULCHING OR THER APPROVED -_ _W¢OD EENCE._ ------__-- -- ---WO.OD_E7NCE`----T-�-/- ---- - -- -- YVOBD.. �---- - -- --- -r OOD;_ 's---' -�� \ �' MEASURES.PROJECT SITE AND DISTURBED AREA ARE TO BE PROPERLY MAINTAINED TO MINIMIZE DUST - - t3- FENCE FENCE� I ' MILLMONT PARK - _I GENERATION. DBGNED Br. DS JA \ SUBDIWSION WOOD TAX LOT TAX LOT TAX LOT TAX LOT ;I DRAW Dr. DS TAX LOT TAX LOT TAX LOT TAX LOT I�. TAX LOT - 15100 15200 15300 15400 15700 15800 15900 1600 TAX LOT I 1 " I — CHECkED BY: PAS 16100 SCAIE AS NOTED TAX MAP TAX MAP TAX MAP I TAX LOT .TAX MAP TAX MAP TAX MAP / �I I DAIEat/15/2076 3000 TAX MAP I TAX MAP I 2S 1 11D1 2S 1 1111 25 1 11DD 2TAX 5 1 M DD I I I J 1.N \ TAX MAP 2S 1 71DD -2S 1 1111 2S 1 1111 25 1 1111 I 15500 2S 1 1111 / T 2S 1 7111 I - / 25 1 TAX 00 --------------------------- 2S 1 1111 _ ____.. _ d II TAX MAP 15600 TAX MAP ----------------L-_ SW HAMLET COURT ly I TAX LOT - — / — _ - -----i TnxzLoiar L1 / T II I I 9900 - �OfR H• SW HAMLET STREET - \��•� - � �.I I TAX MAP RENEWAL DATE 6/30/19 2S 1 1111 I 12 ___ ____________ _ �' 1 I I SCALE 1" = 40 FEET I' � s aD D s>a sz 40 JOB NUMBER 3876 SHEET C051 (D w \I � g � TAX W 0. 1 >0 6+01 7+00 8+00 9+00 10+00 11+00 12+00 13+00 m 1a 1 a 13600 cr F TAX MAP �- 13+59': - \ - - 13+12 / 116 2S 1 12613 N U SW BELLFLOWER STREET Il a "-I .-- - - - - - - ----":. -------- ------ --------- ------ ------ ----- - c5 w _ 1704 I z a ------------------ . --- --- -- -- --------------- ----- - ---- ---- -�'� - - I \ I TAX LOT - TAX LOT 3700 JR z U / uf� TAX LOT TAX LOT - k12 - z TAX LOT TAX LOT TAX LOT --TAX LOT TAX LOT p I�i 4100 4000 3900 TAX LOT TAX MAP zS,11DA 1 LEGEND J o 6900 .6800 6700 6600 6500 I I PPR TAX MAP 3800 11 TAX MAP TAX MAP TAX MAP TAX MAP TAX MAP I > TAX MAP TAX MAP 2S 1 11DA TAX MAP ,`. I 1 I o a z o ' 2S 1 11DA 2S 1 11DA 25 1 11DA 2S 1 11DA 2S 1 11DA 25 1 HIDA 2S 1 i1DA 2S 1 11DA - _ - _ Xp 'g t - - I APPLEWOOD PARK __ 110 '" \I TAXMAPEXISTING GROUND CONTOUR(2 FT) -169--- z , ti c � H N0.2 SUBDIVISON \ ` -- �- z EXISTING GROUND CONTOUR(IO F� 20C--- zg m" TAX LOTF,LLI FINISHED GRADE CONTOUR(2 FT) 199 _ 14800 I - 1 TAX MAP % ) ` � �� FILL \ 4 ! '- '1FINISHED GRADE CONTOUR(10 FT) 900 f-" -- if I w CL 2S 1 11DA /�\ -. �� I �O �� j Ili ') EXISTING CONIFEROUS TREE 4 CVT 5 r �� - 7 05, �--� I� n 9 10/ 11 12 l� FILL I �� m�� EXISTING DECIDUOUS TREE Q ,' F 111' .�. �' I O FILL 1 '. a�7 '\� I �15 I, DISTURBANCE BOUNDARY 0 t TAX LOT % Q,Q i TEMPORA Y STAGING,MAINTENAN'E, TEM ARY SOIL STOCKPIL AREA ,' \ 1 " \\ S1E ND ARE �. I ! SEDIMENT FENCE(TO BE INSTALLED PRIOR TO GRADING) W _I SOLID W FU - - - _ _ _ _ - I a -14700 16 4 Z O N TAX MAP �� Xn U11 0 J ,`•'o SEDIMENT FENCE/STRAW WATTLE —a— cn 2S 1 11DA I •. < I �I r ��^_ y lI (TO BE INSTALLED AFTER GRADING) 3 / 3+00 24+00 1 GY11°� —\\ 11+00—_ 12+00 19 i4! `o i P I TAX LOT INLET PROTECTION M T z —.- 17 Iq PPP TAX MAP ®•u o TAX LOT BDIVISON / �� SW S T LOOP LET PROTECTION I�( 25 1 12C8 OUTLET PROTECTION O _ _ . J { L� APPLEWOOD PARK �, �( IN N(TTP)' ch 01 TAX MAP - - - --- -- -ti /� - A g ' I lg 1 i 42 - 5 y 56 \ _ 0� I / I / I CONCRETE TRUCK WASHOUT AREA U L0 8 i LL, 6 / 1 1 V GRAVEL CONSTRUCTION I 10942 T �WI I I oI 1 / 1 ENTRANCE j LL Q m 1 '�- I \\ - - NEW IMPERVIOUS SURFACE Lu O— N x CC TAX LOT _ ; W FILL / fl --TM- V I 14500 ..� I 43 54 57%� -- Q � rax MAP ®® FILL / S OICo ,� �I i I SW A HFORD m y zS 1 11DA ( _ T-- 1 4� I 4U I II I �E -__ � LONG TERM STABILIZATION 1 Y I t l . 1o1ss_-He>46 \ - - t /• E 44 53 '1¢ 5� II i _ - 0 I SLOPE MATTING PER DETAIL Lu coI II 19 \ II 10908 39 45 I. Q I 52a II a o / �a i •` GRAVEL CONSTRUCTION ENTRANCE �/) (- ASHF" RD ST ET y p I II Ax Lo V i -- �� 20 I - T T _ , 0 194 \�� II I 'CONCRETE TRUCK i I 3800 I--.F iBt02_- - - - �$# N ,10101 0 '' W' _ 51 6 FILL I WASHOUT j I $ 2S 1 MAP DRAINAGE DRAINAGE FLOW DIRECTION + TAX LOT 36 1" `+✓. 38 __ I 2 •y�� I 11 TT TREE PROTEC110N FENCE 14400 Ii I I � I Q I V:� I I I I �� TAX MAP o, J I zs 1 11DR 47 �- 50 ,� 61 14 / 1 / 22 \\r .. 1` CUT I ( _ / TAX LOT �_ ILL 2 � F I � �I 4 o � 1400 I9 TAX MAP 35� F ( : I �. -. / y!i I'll 2S 1 1z1B y 48 y 49 62 23 II a O_ - - - - - o y - - - _ g ; AS-BUILT DISCLAIMER: \- - - - o AS-BUILT INFORMATION IS B COMBINATION OF W cc 14300 TAX LOT - FIELD SURVEY INFORMATION,BASED OINSPECTIONIN lTAX MAP INLET PRO EcnaN(YP)\ INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. L Q 25 1 11DA � H \. SW SC DT LOOP �� I ',I I - �, Z N \ _I 34 m—+ -+ +— -- - / ; €f l THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD J 18+00 00 16+0 I _ I < BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. (� O = 1as m m /�- \\ - - - ..- - - - /- _ - i Lj T TAX LOT U __ Y- ! I I I 10000 r FILL 1 I \ /�` I TAX MAP J \ lV r > D 33 P,2/ � 31 30 \' 29� 28 27 . 26 25 \ s7oRRACTAA r zs t tzcc _TAX LOT ) 3, I Y3 Q , 14200 i, .sae .�g, a°`N EDM CUT v I TAX MAP _ _ - _ l�- I Z i \ 10639 - !) _ I - - ----- -- - ---- 733- 10636 - -- -- ---- - -.. r' �_ -- -- - � --- - --- -----` .- -- ____-- --�-�- � -6T-- - - _ -- -- - ---- - 733 10636 1065 10637 tG88 10687 10686 _- 10682 10681 S c MILLMONT PARK 10683 SW LANGTREE - - — -- rax LOT Tax Lor TAX nor SUBDIMSION I / I 7 I STREET - - TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT 75100 15200 15300 15400 I TAX LOT 1 - olslcNFO BY- DS JA 3000 TAX MAP TAX MAP TAX MAP TAX MAP 15700 15800 15900 1600 r 0 j 2S 1 11DD 2S 7 11DD 2S 1 11DD TAX LOT TAX MAP TAX MAP TAX MAP 6100 ( BRaRw By DS .TAX MAP 2S 1 11DD 15500 TAX MAP 121 1 11 DD 2S 1 11DD 25 1 11DD TAX MAP _25 1 11DD TAX LOT 25 1 11DDSCALE 1" = 40 FEET CCALE. BY PAS TAX MAP 25 1 11 DD 1 � I 2S 1 11DD 15600 ` I scot[ AS NOTED o � : - ( TAX MAP ! - 'I ,. ao o tB 24 32 40 DATE:11/15/2016 GRADING STREET AND UTILITY EROSION AND SEDIMENT 3.LONG TERM STABILIZATION MEASURES SHALL INCLUDE THE ESTABUSHMENT OF PERMANENT LL CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND STORMWATER SYSTEM.SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. P CONSTRUCTION NOTES: VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. LIMINTAINED FOR THE DURATION ITED TO,TIRE WASHES,STREETFTHE PROECT S'WEEPING,AND ADDITIONAL MAY BEES INCLUDING,BE REQUIRED BUT NOT 13.AVOID PAVING IN WET WEATHER MEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: N 4.TEMPORARY STABILIZATION MEASURES SHALL INCLUDE:COVERING EXPOSED SOIL WITH INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. WATER SYSTEM. 1.ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL,GRAVEL CONSTRUCTION 1.SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE PLASTIC SHEETING,STRAW MULCHING,WOOD CHIPS,OR OTHER APPROVED MEASURES. ENTRANCES,ETC.)MUST BE IN PLACE,FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO 9N Rr N FOLLOWING MIXTURES,UNLESS OTHERWISE AUTHORIZED: 9.ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF 14.USE BMPs SUCH AS CHECK-DAMS,BERMS,AND INLET PROTECTION TO PREVENT RUN-OFF COMMENCEMENT OF CONSTRUCTION ACTIVITIES, OER N• A.VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES.SEE RESTORATION PLAN 5.STOCKPILED SOL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND APPROVED INLET PROTECTION MEASURES.ALL INLET PROTECTION MEASURES ARE TO BE FROM REACHING DISCHARGE POINTS. RENEWAL DATE:6/30/19 FOR APPROPRIATE SEED MIX. CONFIGURATION.DURING"WET WEATHER"PERIODS,STOCKPILES SHALL BE COVERED'LITH REGULARLY INSPECTED AND MAINTAINED AS NEEDED. B.DWARF GRASS MIX(MIN.100 LB./AC.) PLASTIC SHEETING OR STRAW MULCH.SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER 15.COVER CATCH BASINS,MANHOLES,AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL 2.ALL"SEDIMENT BARRIERS(TO BE INSTALLED AFTER GRADING)"MALL BE INSTALLED IMMEDIATELY RLWsloes 1.DWARF PERENNIAL RYEGRASS(80%BY WEIGHT) OF THE STOCKPILE 10.SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN COAT,TACK COAT,ETC.TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER fOLLOWMNG ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS 2.CREEPING RED FESCUE(20%BY WEIGHT) WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. SYSTEM. 3.LONG TERM STABILIZATION MEASURES"INCLUDING SLOPE MATTING"SHALL BE IN PLACE OVER ALL C.STANDARD HEIGHT GRASS MIX(MIN.1001.6./AC.) 6.EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY EXPOSED SOLS BY OCTOBER 1. 1.ANNUAL RYEG2A55(40%BY WEIGHT) SEEDING AND MULCHING,EROSION CONTROL BLANKETS OR MATS,MID-SLOPE SEDIMENT FENCES 11.AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A 16.PROJECT SITE AND DISTURBED AREAS TO BE PROPERLY MAINTAINED TO MINIMIZE DUST JOB NUMBER 2.NRF-TYPE FESCUE(60%BY WEIGHT) OR WATTLENALS, OR OTHER APPROPRIATE ON CONTROL MEASURES MEASURES.SLOPES EXCEEDING 25%MAY REWIRE LOCATHE TION RETE WASH-OUT AREA CANTHAT DOES NOT PROVIDE UN-OFF THAT CAN T BE CONSTRUCTEDREATER THAN WATERTHE STORM FRO!pNY IF GENERATION. 4.THE STORMWATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORMWATER Z DISCHARGE POINT,SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY SYSTEM FUNCTIONING AND SITE PAVING. 3H76 2.SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE 7.AREAS SUBJECT TO WIND EROSION 94ALL USE APPROPRIATE DUST CONTROL MEASURES BE REQUIRED.THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER,PLASTIC SHEETING,STRAW CLEANED WHEN IT REACHES 50%OF THE CAPACITY. 5.INLET PROTECTION SHALL E IN--PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. SHEET SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFT VELOCITY. MULCHING,OR OTHER APPROVED MEASURES. r 12.SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE C052 Lu 2 j W~ W R F MATS/BLANKE75 SNOULO Y FOR FURTHER INFORMATION In I= 8, INSTALLED YERRL:ALLY �°Y Y ON DESIGN CRITERIA SEE N 0 DOWNSLOPE. CHAPTER 4 OF CLEAN WATER R Y Y 44 SERVICES EROS PON AND SEDIMENT CONTROL MAT CANKE7 PLANNING AND DESIGN MANUAL � z 6 r;./• z� N9sin " / AIR s Ft a 1G/ a N I z U) W / R \ INIMUM 12'OVERUP '� N W LL SEAMS. \ `ENDS OF BAGS 7 a �� .• .. L OVERLAP 6'Tmlca. MIN 4" PLAN VIEW � NTS W OlERG1P rf` / ;} \\� BIOFILTE STAPLES V/I5WE4O Q0 `3 TYPICAL. SLOPE BARRIER REQUIRED 0 TOE OF SLOPE. I SOIL STABILIZATION \ \ PLASTIC SHEETING 0 O1.SLOTES`PE SURFACE SHALL BE FREE OF ROCAS, / ';" PROFILE N CLODS,STICKS AND GRASS.MATS/BLANKETS NOTES: S/11LL NAYS GOOD SOIL CONTACT. NOT TO SCALE 1. MINIMUM 12"OVERLAP OF ALL SEAMS REQUIRED. Z.APPLY PERMANENT SEE77/NG BEFORE PLACING 2. BARRIER REQUIRED ®TOE OF STOCK PILE. - a BLANKER3. COVERING MAINTAINED TIGHTLY IN PLACE NOTE: J.LAY BLANKETS LOOSELY AND STAKE OR STAPLE 70 Af4/NTAIN DIRECT CONTACT WITH THE BY USING SANDBAGS OR TIRES ON ROPES WITH A 1. BIO BAGS ONLY REQUIRED WHEN § SOIL.DO NOT S7RE7CN. MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. DISCHARGING SEDIMENT LADEN WATER. FOR FURTHER INFORMATION Q y/ 4 4 STAKING OR STAPLING LAYOUT PER OF BAGS REQUIRED CH PESDESIGNOFCLCRITERIAEAN WATER SID MANUFACTURERS SPECIFICATIONS. 2. I WITH E THER METHOD USING (2) SONDES EROSION PREVENTION 1" CONTROL x 2"WOOD STAKES OR APPROVED PLANNING AND DESIGN MANUAL W W Q RIE:WINwMr .EQUAL PER BAG. M cc MATING SLOPE INSTALLATION OUTLET PROTECTION Cn 4§ aw'm6her Services PLASTIC -SHEETING ckanWa6eService r Services RIP RAP aeanWater s DRAWING NO.805 - REVISED 12-D6 Om• 1.a—. DRAWING N0:810 REVISED 12-06 Detail Drawing 820 REVISED 12-06 0.1—.1—t i.°N°°,. AS-BUILT DISCLAIMER: r AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. Z LU I � J R UNDISTURBED ANGLE FILTER FABRIC VECETAn0N pP s¢ $•'�N. FENCE TO ASSURE SOIL IS TRAPPED Q Q tau + + + uj W F�'•'"p4Q� .O.p C ❑ > \ . .........a RADIUS 2s MIN. •> ..D~., INTERLOCKED Q O�r •v'''0' Ny 2"x 2" POSTS it CLEAN PT RUN OR 3"-6"CLEAN ROCK _ �µv"rO�F I�( AND ATTACH PLAN VIEW SUBGRADE REINFORCEMENTlX,"• NIS GECTEXBLE,AS REQUIRED W'" O z CULTIVATE SOIL TO CREATE FURROWS of USE.STITCHED LOOPS y�/�� O � PERPENDICULAR TO SLOPE 3'minimum OVER 2"x 2"POSTS NOTES: -" °20'MIN.FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL fforil ice I.P. O V - 1. BURY BOTTOM OF FILTER FABRIC fi' VERTICALLY BELOW FINISHED GRADE. It GRAVEL CONSTRUCTION CURB RAMP `•{• ENTRANCE 2. 2k 2"FlR,PINE OR STEEL N I FENCE POSTS. Lu PAVEMENT < 3. POSTS TO BE INSTALLED ON UPHILL SIDE OF SLOPE. UNDISTURBED 4. COMPACT BOTH SIDES OF FILTER FABRIC VEGETATION - TRENCH. TOR / INTERCEP ` V p 5. PANELS MUST BE PLACED rl ACCORDING TO SPACING ON DESIGNED B DS SWAB PROFILE JA . y •F' DETAIL N0.940 K NTS DRAMBM DS CHECKS)BY: PAS NOTES: SCALE: AS NOTED 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF USE DOZER TRACKS TO CREATE GROOVES SEDIMENT ON PUBUC RIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING,REPAIR AND/OR CLEAN FILTER FABRIC MATERIAL DATE:11/15/2016 _ PERPENDICULAR TO SLOPE OUT OF ANY MEASURES USED TO TRAP SEDIMENT. P 2. WHEN NECESSARY,WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. j 36"WIDE ROLLS WHEN WASHING IS REQUIRED,B SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. I Cj q,' L' o 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION < 56S39P ENTRANCE,OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. y 5. DIMENSIONS / C, SINGLE FAMILY 20'LONG BY 20'WIDE 8'DEEP OF Y4"MINUS CLEAN ROCK. L( FOR FURRIER INFORMATION H COMMERCIAL 5'MAXIMUM SPACING OniERin AIDER H. 50'LONG BY 20'WIDE 3-6"CLEAN ROCK, FOR FURTHER WFORMA71ON RENEWAL OAT.6/JO/19 FOR FURTHER INFORMATION OMPEER 4 OF CLEAN WATER ON DESIGN OR IA SBE C- GOVERNING AUTHORITY MAY REQUIRE GEOTEXrILE FABRIC TO ON DESIGN CRITERIA SEE FRONT VIEW SERMCES ER09ON PREVENTION S CHAPTER 4 OF CLEAN WATER `� AND SEDIMENT CONTROL REVISIONS PREVENT SUB-SOIL PUMPING. GRAPIER 4 OF CYAN COATER SERMCES EROSION PREVENTIONSERNCES EROSNTS PLANNING AND DESMANUAL ION PREVENTION IN AND SEDIMENT CONTROL AND SOON I CONTROL PUNNING AND DESIGN MANUAL - PLANNING AND DESIGN MANUAL SURFACE ROUGHENING C1eanWater Services CONSTRUCTION ENTRANCE C�eanWater Services SEDIMENT FENCE ©eanw o Services JOB NUMBER CAT TRACKING 0 6 o°.°°mmT—e..°7«'. o°.°°mm:1..°nE u elert. N o°.°°mm:rm°°n.a°... DRAWING NO. 830 REVISED 12-06 Detail Drawing 855 REVISED 12-06 DRAWING N0. 875 REVISED 12-06 SHEET i C053 ZLLI M W~ V DO MAY BE USED SHORT TERM N W/UTILTFY WORK AND W/ PHASING OF DEVELOPMENT _ Q (7 W � Z R FLOW ® I°TEEM FOR BAG REMOVAL J 0 WOOD STAKE CATCH BA `e _ h9.ppE �� C z SIN GRATE PLACE WATTLES ALONG SLOPE CONTOURS. z PROFILEcpm $n Z3 za Z Y m>a W Q - CATCH BASI w -2, m R B0" AREA DRAIN � �a�aw0 ' ^ EXPANSION RESTRAINT RICE,COCONUT OR EXCE DSIMLES ,-tis CATCH BASIN WATTLES tom. l Z� z' FLOW .+ /A tR YQv' STAGGER ... �// V a JOINTS to°. 'R W SECTION -- _FLOW STORM PIPE N p Tcn sorrow _ O a � Y' STAKING SPAON6 4' C.O. - P a in BOW FLOW FLOW DITCH INLET PLAN VIEW 2°X2"Xh°RUBBER BLOCKS POLYPROPt£NE O 3 6"overlap of b.96. FILTER SACK(WOVEN) `+ ■A ,NOTES: v Yi TIGHTLY ABUT ADJACENT WATTLE& 1. ADDITIONAL MEASURES MUST BE r CONSIDERED DEPENDING ON SOIL TYPES. WOVEN POLYPROPLENE SACK W O A0 N p m 2. BIO-FILTER BAGS SHOULD BE — PLAN VIEW STAKED WHERE APPLICABLE USING 'VVV////�/� (2) 1"x2"WOODEN STAKES OR cn W�+�W APPROVED EQUAL PER BAG. NOTE: `J NOTES' FOR FURTHDESIGN R INFORMATION FOR FURTHER INFORMATION i. RECESSED CURB INLET CATCH BASINS ON DESIGN FURTHER INFORMATION cn 1. I "STAKING SPEGFlCA11DN9: ON DESIGN CRITERIA SEE 3. WHEN USING TC BIO-BAGS TO DH PTER OF CLIA SEE WIC V p.ADD W ST STAKES SOPPIER 4 OF CLEAN WATER PROTECT A CATCH BASIN YOU MUST ON DESIGN CRI CLEFRISEE MUST BE BLOCKED WHEN USING FILTER .:CHAPTER 4 OF CLEAN WATER Q N.ADDITIONAL.STAKES MAY BE INSTALLED ON CHAPTER 4 OF CLEPN WATER DOWNHILL SIDE OF WATTLES,ON STEEP SLOPE OR AND SE I EROSION CN TREMIJTLON HAVE 4 BAGS AND THEY SHALL BE SERMCES EROSION PREMNROIJ FABRIC INLET SACKS. SIZE OF FILTER AND SES EROSION PREVENTION ' AND NTNG AND CONTROL AND SmIA£NT CONTROL HIGHLY EROSIVE Boas. OVERLAPPED BY 6". AND SEDIMENT CONTROL FABRIC INLET SACKS TO BE DETERMINED ■u m 2 SPACING IN ACCORDANCE WITH DETAIL W. PLANNING AND DESIGN MANUAL BANNING AND DESICerI MANUAL BY MANUFACTURER. PLANNING AND DESIGN NPNUAL W W Q WATTLES INLET PROTECTION INLET PROTECTION '^ Q QeanWaherServices TYPE 4 ©eanVVa�r�Servioes TYPE 5 ©eai<tV4�aierServioes V+ QL 0 DRAWING NO. 880 REVISED 12-06 our Bpvmikmenf u den. Ow epmmitmeut i.den. -- on w ft—,11.den. r F DRAWING NO. 915 REVISED 12-06 DRAWING NO. 920 REVISED 12-06 AS-BUILT DISCLAIMER: AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. F_ Z compost Bronx¢r rrrol. COMPOST FILTER SOCK W v+ compost Fn+er se` ' SIGN TO BE POSTED AT ALL TIMES sM dears.rnisQQshe¢ oC��\ \ comp F s¢sk oBn¢.a Kaes _ 5p?`'�^0 W/ \ \ \ �, 2"X P"X 3'-0"wna'Jen ].Fi! can de placYd a lM)OD, flee f d f ida rce a eMpes Q Cgi1°j OW°p'JBro^ \ ___ si0ke or%"ifce%post —�� s.sv4 f lrppOinq deB,pss fa/sheet fl r,0ff -sed'menr pe/rhes¢no)¢s ee for J nor wmpasf r;ner sock detars.aans one peat ti See SMSon 00280.Oregon 5-p d S0e Yrca,phs: Lu F O.C. a\ W rCompost Filter Sock Sae-- y:a 2.Mare lllte/socks on lopes o/on9 or on the 91—d COnf r f ks opPhM G ver es s¢¢plana r oe a s/ope sawn d re u ocee or man;mum,s ee, r r 1ee sen;mBhr a/aqe.The mpximam prainwJe areo rs OC/e per 100oo LF 0122 arch dlamalef Q Campa.,l Blanket See piens f'Il¢r Scek. .Resource/p alaaM Sys to far wl,ca My— areo.Sea pl ns. PIMA \\ -j 3.For d%rW apoliCBlians mJxJ nUm oaf age area sMN/te 15 CCres.A;GR1 w,Rl Z J CONCRETE WASHOUT oz.� ..¢¢norzs,ms liner. aurmh+o n,an awefy ar sMlmfnf imparts streams.mox;mom dranpge ares snaJ O re rmnee.o r0 pares.compwsr rrrer socks snaJ rzor ee use r mz wenanes. PIT AREA WITH SIGN. ,inn a work or �i orner naurorwaar resaprc¢e uaess d1r—hY Agen C-1.1 rvtBr sinks � r L sxu ret rs used rn ditches won continuous rows. lmeler sopa T cc F.For drrcn oPpriconoas.,an;rwm;nsraAa ralgm a gNA, k N _ \`� &nett Sccks ere Okun %actor ro fbw a weer Flt Im I -Re d'm¢nr wRert IinW uP side 1-1 ro 1,,p rod ar dank cr mpxinlpm 3 feel Ow. led fwr,,e O Q - t )f rong051 sock ALTEflNATNE t(Staking) F,l"¢r SOoks sM!l Sema%n in ace'¢unfrf all upstream ore0.5 pre pe/rmnenrry srod6zea 7 I- 101 po,vM fl pl. WT.s. nd/emaJn at A F � $.Fitter Soak,—lypi.11,3aWiee and;nor ow rn B.12.18.0/24 rn pipmelers. N O pares/tae/once is 2 irra,es.o4 filter soaks lend r0 rkf,,ad wfMh placed O � 0_ming B Sreerpomat 4 used arra shall bs rakd f—h1gR cprMn aresand hwe a EXISTING GROUND E' SECTION'A' nrmum a 1.25 Ip/fr.rows snpdh¢lar-d'pcea gaMan,rM or panlM wrfn platOe.ipgrade vrem resil Rwir,g bw m block steel pp;nl Steer Pps/s shan4e am r epu;ped wits-w p m:n;mum Oreo a 14 sttvre ieMhes.Polls M,lre studded,embpssM.ar punaMd.Posib cm0 pn0hv plates smacoa'ormLu BACKFILL AND GRADE TO `-2'X 2-X s a' res e_ + rite rewtlremehrs or ASTM A702. MATCH EXISTING UPON eompes+ruer sink fnMd E+ s sxk maenolarpw Lln a used m pdmnm to odd rakes one sreece 1,arordm,re COMPLETION OF PROJECT w0L0en dna 'ep ar or srak ayp> T}rhrepon pmssecrr nuaas and Pra,s.see P/a r pa worry ora species Wnn worse appwasr <' rs aer:np. X 3'MIN. oroaals ra s'O O �/ 18"MIN. I / a Fater sons ore r%p¢e ar p/,,act site o y..p IP 250 rear rang.wr n \ � �'¢� Wed On la,g sloPos.finer sacks may re Mor slpggerM as sJKwn.n details. 2, P 2•q"M n�--'�I ,I°- ° - DESIGNED BY: D$JA (TY) �� a � -'� 9.rtemmc sediment from denina 1Re filter tr Onre d aeepmulabs to one Iwlf of � � I .�` / the original h gAl a rhe fader awk. DRAWN BYDS PLASTIC LINED _ ' i r0.lnspacl rimer socks Ater Bacn runorr even�.lkmwd ane/eaaw r sig^s of CHECKED BY: PAS b 'T"'"`� � ° � __ u,aercun,ng ar downstream rots pre abservee. 11.Fif1e•swks s/mu'd hB rBmaM f/om by aft s b s pl te. SCALE: AS NOTED A.,AoPt.rP owe m maw oY Aq y DATE:11/15/2016 4.0'SQ. rz.Bamwoislwd ce aA phsd dY c tin k opo6 rho d o eoa g r u P pw°viaon ore s,fe All non aOMegrMaae maer,as sM/Ice remwM.Freer sxxs � NOTE.CONTRACTOR SHALL TAKE PRECAUTIONS SO AS TO NOT OVERFLOW PIT. —lim d;lahes shat . rn ce win ICMr rema2d crMc ver rptton 1s es+ohrls4tl ar as 5 G 1 N ..1 p r iB - ,;.,: / ;/ dnsprM anerwrse M Ag¢rmy. 2'X 2"X 3'-0"wooden / en.s5 tel This n �_ R �-Qr n pP 11—d 16 Compwf Filter Swk Sim EIa �y rya les.see Plans. � � ��c RY T'JQ" 4NOfR A. NOTES: ..-:. µ /l\ C mp f conk t 5 dans--� -T-I RENEWAL DATE'6/30/19 1. REMOVE AND LEGALLY DISPOSE OF WASTE MATERIAL WHEN IT ACCUMULATES TO 2/3 OF WET STORAGE CAPACITY OF \q \ fa opa,cam y. REMSONS PD. 2 0 /30 0 9 ' `ConMrr bite TryPJ --I- -h d ro urevem PLAN 2. CONCRETE WASHOUT AREA TO BE IV ANDENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE s p - now aarna oral W.r. 4 o The¢aeclion arW us¢orrhk desk � - 3. UPON COMPLETION OF CONSTRUCTIONION ACTIVITIES REES REQUIRINOREGON DEPARTMENT OF TRANSPORTATIONG CONCRETE WASHOUT,THE WASHOUT SHALL BE REMOVED � Til - V .hJredeigrwpm,aaorvarmi wr», TELHNIDAl6EHWCES AND THE AREA RESORED TO FINISH GRADE AND EXISTING CONDITION. o v^� gerureeyacp aMaro l,W' 1,nnawJBs alaPaaMBs,amasole DETAIL No. JOB NUMBER W ALTERNATIVE 21,Stakiag) resrv'nspcyofn,e,rserprdshould COMPOST FILTER SOCK CONCRETE TRUCK WASHOUT W.Ta napeaseewahawpaadMgp PLAN AND STAKING DE6013 3876 NTS - RePI&areo Prolesslmal Erglre¢r. SHEET C054 0 w Z= AX LO ¢ 6:0i 7+00 8+00 - 9+00 10+00 11+00 12+00 13+00 1 -i - - ! + TAX - F - AI --- --- 3+,2 m r o GB LEGEND W -X13+59 SW BELLFLOWER STREET -- ..a - - - - —T- - - - - - - - ri iI m / EXISTING GROUND CONTOUR 1 FT) -.— _'%9---- Z U w 1 -- AX LOT TAX LOT 6600 i T6500T TAX LOT 3700 a / 'I J F 11 ( ) ---- - 6800 -6700 ,r TAX MAP _--- 'TAX MAP 25 1 11DA �-="+{° � EXISTING GROUND CONTOUR 5 FT -230---- o a J f tt I TAX LOT TAX LOT ------------------------------ TAX 3900T TAX LOT ' TAX LOT I: I 4100 4000 I 3800 TA MAP MAP` TAX MAF TAX MAP TAX MAP TAX MAP I._ TAX MAP WOOD TAX MAP TAX MAP II 'I \ ',I TAX LOT -.2S 1 11DA 25 4 tIDA 2S 1 11DA 2S 1.11DA 2S 1 11DA 15' y 1 2S 1 11DA WALL 25 1 11DA 25 1 11DA 2S 1 11DA BRICK WALL W/COLUMNS I ILII F 13700 EXISTING TREE TO REMAIN i S„ TAX MAP m IS ¢Y I APPLEWOOD PARK `J —�yOpVFENCE EG 200.8 \P FENCE WOOD FENCE � a 12S 1 1218 / m WOODti / N0.2 SUBDIVISON -- - 18 EXISTING TREE E REMOVED w W — © Q © WOOD FEN wmo�tEN�E ( I m To N o w w i —J/ i` I �' \� / .—/ \.✓ �>r� T< '- / DISTURBED AREA B W E'a z W Z O -TAX LOT ...� / WOOD / EG:19536 / P P r� C� `/ �a�s w LL I .14800 �+ I ryp0 .WALL TAX MAP ti— 11 r� �j/ �) l^\ \ I� I / i. ------------------. J ) C \ pI AC SAWCUT < t 2S 1 11DA o I " /%� i ``, C V Z o - --. - III 14 16 ':. I AX LOT CURB TO 8E REMOVED 0 TAX MAP AC TO BE REMOVED 2S 1 12CB W I' SEDIMENT FENCE-PERIMETER(ORANGE) —"—"—"— + TAX LOTq' ! 14700 I ,/ j / - - ( /•--' \_� ,,III \'I I TREE PROTECTION FENCE Lo a di TAX MAP �,p �y/�J _- - 2S 1 110A I I / \ c/\>\ _ // S+ I I I II iT - INLET PROlEC110N ❑ M ,I BLOCIO WALL I I ( - >/ ��—/� 10 i// ii TAX LOT r+,r r /� ti NO.L SOOD PARK I I I ty}�� `_ 3 I -TAX9 MAP 0 ch O NO 3 SUBDIViSON I � / � 'IiI I '_ 2S 1 12CB /1r Q 0 9 JI LL 3 -_.TAX LOT 1 r I LA I TAX ( \1 �/ ��'9g—-- 1,720 SF 1` KEYED DEMOLITION NOTES ® V Z r si i _ occ I 2S 1 11DA I. .¢ ,,\ \`� \ �. ``T' 12 /16 `I 1. AC SAWCUT(TIP) W N Cc uj / 14 2 .REMOVE AND HAUL OFF EXISTING AC TAX LOT / a • _ )➢, II - --sn— 3. REMOVE EXISTING CURB 3! - 14500 / �\ / SHED --_� o II f FL I TAX MAP % l - _ _ I _ P SSV�5... RB 4. REMOVE AND HAUL OFF EXISTING STRUCTURES > ,^ w 2S111DA ] ( �z �� \� sesF J 5 — P STREET V/ / 5. REMOVE EXISTING OVERHEAD WIRES AND POWER POLE-CONTRACTOR TO WJ - — 10 �o / I — COORDINATE Yd1H UTILITY PROVIDER � a 14 I 6. REMOVE EXISTING FENCE W •.. Q 13 � i 7. REMOVE EXISTING STREET DEUNEATOR 2 _ '�rt T- _�'c'-I 1 'I \' P11 /'-\ ! 6 i` I B. REMOVE EXISTING MAILBOX V/ _V o // ^ 9. REMOVE WATER SERVICE-CONTRACTOR TO COORDINATE WITH CITY OF ` _- — I, I I TAX LOT TIGARD PROJECT INSPECTOR P \ 3800 10. REMOVE EXISTING SEPTIC TANK(APPROXIMATE LOCATION) TAX/LOT 400 / i TA MAP C, 13 1 \ TAX AP 25 1 11 DA 1 I t I I 2S,12CR 11. REMOVE EXISTING ROAD BARRICADE TAX LOT ARE : 9.10 ACRESt j I 1 I 12. REMOVE AND HAUL OFF EXISTING CONCRETE SIDEWALK 14400 \ -� -_— \ I TAX MAP - I� 1 " /J �\ \ ` ! 13. REMOVE EXISTING RETAINING WALL TO ACCOMMODATE FOR PROPOSED ! I-I 2S 1 11D o / // \'`� \ \ ( / / ✓ \92� iI AND A JACENT PROPERTY -CONTRACTOR TO COORDINATE VATIi DEVELOPER ^ l 1 I `� TAX LOT AND ADJACENT PROPERTY OWNER ITA BLOCK WALL \ I III TAX NAP14. REMOVE EXISTING STORMSTRUCTURE 14 I 2s 1121115. REMOVE EXISTING SANITARY STRUCTURE I16. S1ORM PIPE TO BE GROUTED AND ABANDONED IN PLACE-CONTRACTORBLOCK `— 8 TO COORDINATE WITH COOT,PROJECT ENGINEER AND CITY PRIORTO WALLBEGINNING WORK Z ` r�I \ �!\ � IO r \ , ' 17. EXISTING BUS SIGN TO BE RELOCATED WITIRIN PROPOSED LANDSCAPEJ L -191 , I S1RIPSEE SHEET FOR RELOCATION DETAILS ,8. SIDEWALK PANELS TO BE REPLACED-SEE SHEET 1151 FOR DETAILS 19. EXISTING CURB TO BE REPLACED-SEE SHEET C151 FOR DETAILS J i _.. BLOCK I / O WALL m / \ 7 TAX LOT 10000 C \ / TAX MAPC 2S 1 1211 NOTES:1. CONTRACTOR TO COORDINATE THE REMOVAL OF ALL NECESSARY PRIVATE UTILITIES WITH W BLOCK WBl)_ THE APPROPRIATE UTILITY PROVIDERS Q 2. REMOVE STRUCTURES PER APPLICABLE LOCAL,STATE,AND FEDERAL BUILDING CODE TAX LOT i S � �` / T/- �. 14200 ' '1 1 \ <� L EG 189.91 \'/ 1•A 3. CONTRACTOR TO ABANDON ANY EXISTING WELLS,SEPTIC TANKS,AND DRAIN FIELDS TAX MAP / \ TREE PROTECTION / 1q ',)' \. FOUND DURING CONSTRUCTION PER APPLICABLE LOCAL,STATE,AND FEDERAL 25 1.1IDA "."` \FENCE(TYP) \. , r I / I _- - REQUIREMENTS. -: �.. - _ s„-- - - 4. CONTRACTOR 7D COORDINATE W11H UTILITY PROVIDER FRONTIER FOR FULL-TIME --- -WQO➢.FENCE s;..�'/ -- -- - ::\J-.__ N'BOD- ---- - -- - -��WOOD • --- INSPECTION OF ALL UNDERGROUND WORK WIHIN 10 FEET OF FIBER OPTIC LINE ALONG FENCE FENCE' 14 - I �W ¢MI(iTRE_E -___ SW HALL BLVD.CONTRACTOR TO POTHOLE ALL CROSSINGS BETWEEN FUTURE / MILLMONT PARK I\ 18 I REET UNDERGROUND UTILITIES AND FIBER OPTIC UNE T SUBDIVISION �� ,--- DESIGNED BY, DS JA / WOOD ALL TAX LOT TAX LOT 'TAX LOT TAX TAX LOT I TAX LOT TAX LOT TAX LOT DRAM ev: DS -- TAX LOT 15100 15200 :.15300 15700 15800 15900 1600 TA%LOT I II y - CONTRACTOR TO POTHOLE AND VERIFY ALL UTIMTY TIE IN ELEVATIONS fAX MAP TAX MAP TAX MAP TAX l0T - TAX MAP TAX MAP TAX MAP 16100 ,� PRIOR TO ORDERING MANHOLES,PIPES AND ALL MATERIALS CHECKED BY: PAS 3000 TAX MAP ../ TAX MAP TAX MAP I 19 ' TAX MAP 2S 1 11DO 2S 1 11DD 2S 1 1TDD 2S 1 1100 15500 - - 2S 1 11DD 2S 1 11DD 2S 1 11DO 2S 1,IDD _. + SCALE: AS NOTED 25 1 1100 TAX MAP TAX LOT I / 2S 1 1100 J o \ X II DATE:11/15/2016 2S 1 11DD 15600 TAX MAP I I ii I 2S 1 11DD ::__ ------- SW __ ------ __.__ .___ TAX LOT — — -- — — - — — — — —� SW HAMLET COURT \ I II 1 11I AX LO " T T \_/ 16200 III 9900 SW HAMLET STREET /` ;' % TAX MAP I TAX MAP AVOFR-- 25 1 11DD } 2S 1 1211 TE:6/30/19 r ' �. r i - - `� \� i -----'- RENEWAL DA REN90NS AS—BUILT DISCLAIMER: ` �I JOB NUMBER AS—BUILT INFORMATION IS BASED ON A COMBINATION OF \ / /; // — 3876 FIELD SURVEY INFORMATION, SPOT INSPECTION \ j I� SCAIE 1' = 40 FEET INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. SHEET THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD '° ° 6 24 az aD (r^070 BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. — — —— — - - TAX Lor GRADING NOTES Lu c~i —� a6+O1 7+00 - 8+00 '9+00 - 10 00 11+00 12+00 13+DO' ' + I 13600 11 1 w � —--�-------�-- -—1- - -1----- - / •` o TAX MAP 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING,EMBANKMENT OR ~ j—{�—- 13+12 ' i ;`� I 2S 1 12CB STRUCTURAL FILL WORK;IT MERELY PROVIDES FOR INNIATON OF WORK AND IS SUBJECT TO CHANGE PENDING N= ^� _ -SW BELLFLOWER STREET- \\�/ ,.-_' - _ - _ _ _ _ _ - �j „ I I / CITY APPROVAL OF THE ENTIRE CONSTRUCTION-DEVELOPMENT PLAN SET. cc -- �J '` ________ 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROD 5 PROHIBITED.THE CITY OR COUNTY MAY ORDER w -- J Z ----------- TAX I I ,ice STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION,AT ANY TIME _O ' __---� TAX LOT TAX LOT - -TAX LOT TAX LOT -� / I'I TAX LOT - --- TAX LOT 3700 © '1 - - z 1 I I TAX LOT TTI - TAX LOT _ TAX LOT 3900 TAX LOT TAX MAP 2S 1 11DA 1 1 I - 3. EFFECTIVE EROSON CONTROL.DUST CONTROL,AND DRAINAGE CONTROL IS REQUIRED AT ALL 71MES.THE CITY o l 6900 6800 -� 6700 660D 6500 , 1 'i I 1 4100 4000 TAX MAP 3900 = MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION,AT ANY TIME. a Z g TAX MAP TAX MAP TAX MAP : -' TAX MAP TAX MAP 1 TAX MAP TAX MAP 2S 1 11DA TAX MAP i I 1 I TAX LOT - 2S Li1DA 2S 1 11DA 25 111DA ° 2S 1 11DA '< I 2S 1 11DA 2S 1 11DA 2S 1 11DA iiI 13700 , - 2S 1 11DA I _ I I 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED ON z I ri APPLEWOOD PARK TAX MAP BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER < 2S 1 12C6 .3 �E Z \ `t o N0 2 SUBDIYSON \ \// 1 — —__ = \�o AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8°LOOSE MEASURE. COM NFT SHALL BE g w y �Y _ Il v I1 ACH COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T-99 COMPAC110N TESL �+i o ¢¢ Lu TAX LOT J T O 5. STRUCTURAL FILLS SHALL COMPLY PATH APPENDIX J OF THE INTERNATIONAL BUILDING CODE.CONSTRUCTION ON ""gF -�c Z w 14800 + I /, 1= DISTURBANCE �--\ 4 - EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF x R•' u# Z O r BOUNDARY w LL } TAX MAP / / _ `\ r O I / C \ - 1 , ; / TEN FEET.IF THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED.THE UNDERDRAIN,IF ! 2S 1 11DA �' y J I� REWIRED,WILL BE CONSTRUCTS BY INSTALLING NONWOVEN FILTER FABRIC,EQUIVALENT TO CEOTEX 451, / I I ' I , I •J rs AX XLOT ALONG THE BOTTOM OF THE STARTING BENCH,THEN PLACING A SIX INCH LAYER OF 1 '-3/4°DRAIN ROCK, Z o ' j 7 �� I O 1 9 10 I` 11 12� j3 i , 1 13800 AND FINALLY COVERING THE DRAIN ROCK N1 H THE NONWOVEN FILTER FDRIC.SUCCESSIVE BENCHES WILL BE \ r IF TAX MAP CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED O- J 2S 112CB THE INCHES, LL SLOPE SHALL NOTR SHALL EXCEED2:1EAT FINISH GRADEOMPACTED TO.NONIMUM OF 95 ROCK OR SIMILAR MATERIALLITO T-99 EXCEEDINGEASITY. (1 `N" -/ \ 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL W TAX LOT g _ - \- - - - - - 1/ �. - _ - - _ - - _ - _ - $ 6 TECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE,BY THE Z o m TA MAP rn 'I �� -) N J N 5" CONTRACTOR,OF STARTING BENCHWORK TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY 8 ---I 2S 1 11DA i m ;,.. , ".- '-:...... .y \ 18 + 1 I I EXISTING CONDITIONS. O f� +00 24+00 1 \. 195-' 11+00 ... 12+0 a4 I .. r OY�U 0 - I - I{ o TAX L07 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION 'ML I APPLEWOOD PARK 1. .3 I I _ _ -�- —__}-_ _—_t —_�_—_—I_ —_1\ \ 'i• r I 3900 CHANGES. /'^^ ; r v, -{-- -I�j_ SII //� o I / - II / TAX MAP V/ NO.3 SUBDIVISON i / / \ 17--'134\ O \ i 2S 1 12CB 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED WRING CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE (n r I I GEOTECHNICAL AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER v' O 1 TAX LOT THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY ' l I TAX MAP Jg8 — - - - -..- - -- -,`� /T - - - - - - - ! MITIGATE THE WATER ENCOUNTERED. ` O 2S 1 11DA P / / Lo 42 \ 5 56 (\ _ 18 / ^\ / , (, 9. THE CONTRACTOR SHALL HAVE THE GEOIECINICAL ENGINEER TAKE COMPACTION NESTS.A MINIMUM OF THREE v 7 $ LLIs. I I N / 1�, 1 �` 1 \. \ - \ - / TESTS IWLL BE REQUIRED FOR EACH 2 FEET OF FILL. ` O W 193uj 10. EXCAVATOR MUST COMPLY WIN ORS 757.541 THROUGH 757.571(UTILITY PRE-NOTIFICATION,ETC.). O(V - W R I TAXLOT I I 1 1 r' 43 1 54 �\ 57/ I - �� \�o i ` \ 11. ALL GRADING ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENCNEERING REPORT V, N L 2S K MAP A :. I-- "Oj / 1 It SW SH __a 2 0 17 SW A HFORD BY GEOPACi1C ENGINEERING DATED MARCH 17,2015.ALL GRADING ACTIVITIES SHALL BE COORDINATED WITH Z _ _l f- I 1_ T 0 PACIFIC ENCNEERING. I _______7 STR T Il O I 40 I I y` 12 BASED ON EXISTING GRADES AND PROPOSED GRADING FLAN,NO LOT HAVE OR WILL HAVE SLOPES BETWEEN 10 > N ''v --- \\ 44 - 53 58 I /r i TO 20 PERCENT OR WHICH EXCEED 20 PERCENt Lu �yQ''�� — — — 9+0D ' \ 0;60 11+00 I Z I i !--� T _ —4— l� —39 I 45 ¢ I 52 i I Q S 0+00�; - 1/ ASHF RD ST ET �' i p o TAX LOT v+ �_o -OT 194 51 20 ��, 1 I TAX MAP P f I I \ V1 I- I 2S 1 12CB 38 / 21 LEGEND TAX Lor I 14400 I _ < a r-' _ -- EXISTING GROUND CONTOUR(1 FT) 2S MAPIIDI 1 I i a7 j 3- I � 50 6r, - 1x--22-=1g2 �'�j EXISTING GROUND CONTOUR(5 FT) TAX LOT TAX MAP FINISHED GRADE CONTOUR(1 FT) 199 35\\ I N� \\ I \/ 49 62 / 23 it l 2S 1 12CB FINISHED GRADE CONTOUR(5 FT) 200 - - - - - _ -- - �. 8 I EXISTING CONIFEROUS 1FtEE I TAX LOT 1 '• .. __ < i- 1 / 14300 V .. \ _... ,,.:. _, .....,_, .,. - / 24 1 0 / EXISTING DECIDUOUS TREE O J Y\ X TAX MAP /; Al 2S 1 11DA � : A SW SC DT LOOP - / DISTURBANCE BOUNDARY —F —+— _'F---_ �_ _� —I_ —_I—_- / 341 '<' pQ 18+00 00 16+00 _ PROTECTION FENCE ------------------- . --- TREE 0 w 1 I TAX LOT 10000TAX Q ,� ,qb I ,tea ♦° ,9ry \ ^�7 l9 AP 2S 1 11 CC /Jl 3 _ TRACT'A'l I ! ' - 33 \ 31 30 29 $8 27 26 25 \ _ sroRMwArER FAaL�v TAX LOT 14200 \e TAX MAP 2S 1 11DA - -- - _ - ----Q -- ---- --- - _ --- - ---- 6�— _- - \. - - ---- -- - ----� _—.- - MILLMONT PARK I SW LANGTREE SUBDIVISION I' \ — STREET TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT DE9tNED R JA TAX LOT 15100 15200 I 15300 15400 15700 15800 15900 1600 / TAX LOT I' + DRAM av:Y: DS DS X - TAX MAP .TAX MAP TAX MAP TAX MAP TAX LOT \ 16100 l .TAX MAP TAX MAP TAX MAP TAX MAP / $ TAX MAP 2S 1 11DD { 2S 1 11DID 25 1 11DD 2S 1 11D0 15500 i 2S 1 110D 25 1 11DD 2S 1 11DD / TAX MAP PAS TAX MAPTAX 2S 1 11DD 2S 1 11DD J 7 F - I SCALE 1" = 40 FEET accKm 2S 1 11DD / / T15600T / ` , 1 scat£ R AS NOTED 2S 1 i1DD TAX MAP 11/15/2016 - 2S 1 11DD ____ _ _ ____ _______I ,✓ I`r C 4D 0 16 za 32 40 • DATE I j --- -_ _ - - - - ; 1 Piss 4'V�ER H1 - RENEWAL DATE:6/30/19 REVISIONS AS-BUILT DISCLAIMER: JOB NUMBER AS-BUILT INFORMATION IS BASED ON A COMBINATION OF 3876 FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. SHEET THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD 0�8 BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. CC+ 87 STREET CONSTRUCTION NOTES z M 5:I- 1.ALL STREET WORK AND MATERIALS SHALL CONFORM WITH THESE PLANS AND THE APPLICABLE REQUIREMENTS OF THE CITY OF TIGARD PUBUC IMPROVEMENT DESIGN STANDARDS AND ALL >O APPLICABLE SECTIONS OF THE ODOT/APWA STANDARDS FOR CONSTRUCTION,2015 EDITION. Ix F 2.CYLINDER TESTS SHALL BE PROVIDED FOR CONCRETE CURB AND GUTTER,SIDEWALK,DRIVEWAYS,ETC. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3300 PSI IN 28 mDAYS,2"TO Ir SLUMP. V HERITAGE CROSSING 3 NUMBER AND LOCATION OF COMPACTION TESTS SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER z (7 w a 4.ALL MANHOLE UDS,VALVE BOXES,AND MONUMENT BOXES SHALL BE ADJUSTED TO FINISH GRADE Z W 5.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL ALONG THE EXISTING ROADS AS REWIRED BY THE CITY OF REGARD, aSTREET CONSTRUCTIONANS 6.SAWCUT STRAIGHT LINES TO MEET EXISTING PAVEMENT'NTH NEW PAVEMENT.SAND AND SEAL JOINTS S 7.STATIONING BASED ON CENTERLINE,UNLESS OTHERWISE NOTED. 8.IN ADDITION TO REQUIRED COMPACTION TESTING,THE CITY OF TIGARD REQUIRES A PROOF-ROLL WITH A FULLY LOADED 10-YARD DUMP TRUCK TO CHECK SUBGRADE COMPACTION PRIOR TO PLACEMENT OF ROCK SUBBASE,AT THE COMPLETION OF BASE ROCK PLACEMENT,PRIOR TO PLACEMENT OF CURB,AND PRIOR TO PAVING THE FIRST UFT OF ASPHALT. z a z 05 0 Z N 9.THE CONTRACTOR SHALL KEEP RECORDS OF ALL CONSTRUCTION THAT DIFFERS FROM THE APPROVED PLANS AND SHALL MAINTAIN"RECORD DRAWINGS'DURING THE CONSTRUCTION PERIOD. '� f n 5 cc w *RECORD DRAWINGS"SHALL BE SUBMITTED TO THE PROJECT ENGINEER AT THE END OF THE PROJECT. < <; z O if s w u SHEET INDEX0.CONTRACTOR SHALL CONTACT PROJECT ENGINEER,SURVEYOR,CITY,AND/OR ODOT AFTER STRING UNE 15 IN PLACE AND BEFORE CURB IS POURED TO CHECK CURB GRADE. SWBELLFLOWER _I 11.TRENCH BACKFILL IN RIGHT-OF-WAY SHALL BE CLASS B CRUSHED ROCK. Z STREET C100 - SUBDIVISION STREET CONSTRUCTION COVER SHEET WITH STREET SECTIONS 12.CONTRACTOR SHALL INSTALL ALL WHEELCHAIR RAMPS. r`w. 0- -� TAX LOT TAX LOT TAX LOT iAX LOT ^TA%LOL S T^X AOT iAX LOT LOT TAYT- TAXO 6900 X s7ao ssoo - i= ,, 00 _ TAYn1C1O1 - STA 1O+OO - 18+00 SW SCHMIDT LOOP PLAN AND PROFILE13.CONTRACTOR SHALL INSTALL SIDEWALKS AND APPROACHES AT LOCATIONS SPECIFIED. /�[ L WTAX MAP TAX MAP TAX MAP TA%MAP i TAX MAP w TAX NAP TPX MAP TMDP n 1 11DA n 171DA n 1 ICDA!n MDA n 1 110A a w n 1 11DA 29 1 770A[T.Al 1 11DA 45A „� 0A - - 14.ALL EMBANKMENT SHALL BE STRUCTURAL FILL AND SHALL MEET THE REQUIREMENTS OF THE PROJECT GEOTECHNICAL FNGINEER,AND THE CITY OF TIGARD. o TmLOT C102 STA 18+00 24+29 SW SCHMIDT LOOP AND APPLEWOOD PLAN AND PROFILE Z J 74600 I 3I 14 15.MATERIAL IN SOFT SPOTS'WITHIN THE ROADWAY STALL BE REMOVED TO THE DEPTH REQUIRED,BY THE PROJECT GEOTECHNICAL ENGINEER,TO PROVIDE A FIRM FOUNDATION AND SHALL 25 4 5 6 6 9 ,o „ ,2 ,3 C103 - SW ASHFORD STREET AND SW ASHFORD STREET (EXT) PLAN AND PROFILE BE REPLACED WITH UQ-0 CRUSHED ROCK. 14700 _ C104 - PRIVATE ALLEY AND LOTS 14, 15, AND 16 ACCESS PLAN AND PROFILES m Lo 14700 _ _ t1 75 �.2S MDA - SW SCHMIDT LOOP - 16 C105 - PEDESTRIAN PATH PLAN AND PROFILE ASPHALT CONCRETE NOTES: ' T 3 //- - - HOT MIX ASPHALT CONCRETE(HMAC)PLACEMENT /moi 'A OO V _ _ _ \. 17 I C106 - SW ASHFORD ST (EXT) - SW SCHMIDT LOOP CURB RETURN PLAN AND PROFILE 1. THE PLACING OF ASPHALT CONCRETE WILL BE PERMITTED ONLY DURING DRY WEATHER AND WHEN THE AMBIENT TEMPERATURE IS RISING AND IS EQUAL TO OR GREATER THAN SHOWN IN v(" 2IQ 4, ,6 C107 - NE EYEBROW PLAN AND PROFILE Q 3 ala �,T17�7. 2 / / 42 , 1 55 56 \ `) 1 THE TABLE OF MINIMUM AMBIENT TEMPERATURES. O Ww r TAX-COT I 1 I I I SW ASHFORD C108 - SW APPLEWOOD AVE - SW SCHMIDT LOOP CURB RETURN PLAN AND PROFILE 2. ASPHALT CONCRETE SHALL BE PLACED ON A DRY PREPARED SURFACE. Z T O I I 40 OWil 'STEER(EXT) I C109 - SW APPLEWOOD LN - SW SCHMIDT LOOP.CURB RETURN PLAN AND PROFILE W O _ Ln 1,1D4 94 0l 3. TACK COAT SHALL BE APPLIED AGAINST FACE EDGE OF CURB&AROUND MANHOLE CASTING&OTHER EXPOSED STRUCTURES BEFORE PAVING. s STSRI,REET i1 39 45 1 w'Z ' ,9 C110 - NW EYEBROW PLAN AND PROFILE 4. ASPHALT EDGES AFTER ASPHALT CONCRETE HAS BEEN PLACED,SHALL BE SAND SEALED. v T 46 11 Is �° CC111 - SW ASHFORD ST AND SW SCHMIDT LOOP CURB RETURN PLAN AND PROFILE144W 36 1 38 C112 - SW EYEBROW PLAN AND PROFILE MINIMUM AMBIENT TEMPERATURES ; mHIDA I 47 m NOMINAL SPECIFIED COMPACTED 35 37 A MW 22 < C113 - SW APPLEWOOD LN AND SW SCHMIDT LOOP CURB RETURN PLAN AND PROFILE THICKNESS ES INDWDuu couRSEs WFN6NG COURSES ALL OTHER CWRSEScn q9 I, 23 x LESS THAN 2" 60 DEfYtEES 60 DEGREES TAXWP / y o C114 SE EYEBROW PLAN AND PROFILE 2 AND OVER 40 DEGREES dD DEGREES(F, I2S1n �WSCHMIDTLOOP / 24 , C115 - STREET CONSTRUCTION DETAILS W m DRY WEATHER COMPACTION REQUIREMENTS /TAX Lai - - 28 - - - - TRACT A' C116 - STREET SIGNAGE AND STRIPING PLAN Roan sEcnoN -EMBANKMENT: = Q 7az0o 33 32 31 30 29 28 27 26 25 Cl 17 - STREET SIGNAGE DETAILS MINIMUM PERCENT COMPACTION REQUIRED 90%(BELOW 3'OF SUBGRADE),95%(WITHIN S OF SUBGRADE) L5 2S I II DA - _ _ - _ _ _ - TEST METHOD REWIRED TO DETERMINE MAXIMUM DENSITY AASHTO T-180(ASTM 01557)8"UFTS WITH 3 TEST FOR EACH 2 Cl 18 - STREET TREE PLAN FREQUENCY OF DENSITY TESTING OF EMBANKMENT FEET OF EMBANKMENT OR EVERY 500 CY F- T �T TM rAX DT rA LOT TAX LOT C 119 - STREET LIGHTING PLAN TAX LOT TAX LOT- TAX LOT TAX L01 1 TPX'AT TAX L01 : 15700: M,O 75900 1600 16100 ROAD SECTION-SU TION R E: t� - iAxtuw i MAP i urP rax 00 1 TM 5TH jl�ssaox\zs-�T�TMW IDO�ts�i 7-ioo..2Tm M19D// nAX MAP DO MINIMUM PERCENT COMPACTION REQUIRED 95% PERCENT COMPACTION REQUIRED TO WHAT DEPTH BELOW SUBGRADE 1-FOOT ' � TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY AASHTO T-99(ASTM 0698) H 2s 1 MW zs i noD�zs 1 noDln 1 nIm n 1 vooi n 1 n 0� SAX -I-_ /' 1 FREQUENCY OF DENSITY TESTING OF SUBGRADE EVERY 100 TO 200 LINEAR FEET OF PAVING SW H,-Ll- _ _ / ,% -- - TAX LOT I ROAD SECTION -AGGREGATE BASE: W STREET /, -<- 16200 MINIMUM PERCENT COMPACTION REQUIRED 95% Lu TAX MAP TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY FREQUENCY AASHTO T-180(ASTM D1557)AND AASHTO T-224(IF APPLICABLE) OF DENSITY TESTING OF AGGREGATE BgSEEVERY IOD TO 200 LINEAR FEET OF PAVING I- N Z S'TC M A ROAD SECTION -ASPHALT PAVEMENT: W _0 G F► MINIMUM PERCENT COMPACTION REQUIRED 92% Lu Ir TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY ODOT TM 306(OR AASHTO T-209) Lu NOT TO SCALE FREQUENCY OF DENSITY TESTING OF ASPHALT PAVEMENT 5 TEST MINIMUM' N > LLIU FULL TIME INSPECTION OR SPOT CHECKING OF COMPACTION SPOT CHECKING BY DENSITY TESTING AS-BUILT DISCLAIMER: Z U N 'NUSE A NUCLEAR GAUGE,TWO READINGS SHALL RECORDED EACH SITE,THE SECOND AT RIGHT O Z W AS-BUILT INFORMATION IS BASED ON A COMBINATION OF ANGLES s Ta THE FIRST.. THE TWO READINGS WILL BE AVERAGED TO OBTAIN TEs'DENSITY. FIELD SURVEY INFORMATION, SPOT INSPECTION N O W INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. 1) WHERE CONFLICTS OCCUR BETWEEN VALUES,THE HIGHER PERCENTAGE SHALL GOVERN. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD 2) IMPORTED GRANULAR BACKFILL SHOULD BE APPROVED BY GEOTECHNICAL ENGINEER PRIOR TO DELIVERY. > BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 3) USE LIGHWEGHT,MANUALLY GUIDED COMPACTORS WITHIN 3 FEE OF EMBEDDED WALLS. Q V N D NOTE: CONTRACTOR RESPONSIBLE FOR COORDINATING INSTALLATION OF DRY UTILITIES WITH PROVIDERS. � cf) N I Z R/W R/W R/W R/W ♦0 I 8.0' I_ 50.0' I 8.0' 8.0' 50.0' U 80' } POE R/W IF-PUE PUE I R/W 1 PiUE I rima er: DS JA 1 2.5' - 2.5, DRAM Br DS - 'LANDSCAPE LANDSCAPEI CHECKED R. PAS ' 5.0' 5.0' 14.0' 5.0 5.0' ' CONCRETE-I�LANDSCAPE 14.0' LANDSCAPE CONCRETE I CONCRETE 16.0' 16.0' CONCRETE DATE:11/15/2016 SIDEWALK STRIP 12.5' 12.5' TRAVEL LANE TRAVEL LANE STRIP SIDEWALK SIDEWALK SIDEWALK P �`t�S z 5 PARKING ONE I I 5' AC SECTION AC SECTION 1 V5�44 j N 84 27 I I 0.5 GUTTER SIDE ONLY0.5' 0.5' 05. 'QL1• - I .: CURB ('NO PARKING ALLOWED CURB ti� T�qy CURB GUTTER CURB 1 Sr1 ON ASHFORD STREET(EM) PARKING ONE M M0.Y 200% 200% 5.56%GUTTER 2.00% 200% I 5+V S. MAX I 200% 2.00% SIDE ONLY 1 1APX ! Y'o SLOPE 2.00% 2.00% \ SLOPE L Po GUTTER 2.00% '2.00% 200% 2.00% \-y $,'i OTR H' :1 RENEWAL DATE:6/30/19 T� - �,ij//\\jyC/��i\/.i.:-�,J:'` ,\\.�\;��i�i��..ii\�/i,.✓i��/i:�. STANDARD CURB 1V STANDARD CURB i/i��/i�>i\Y\��\/\\i\`.ia:\i�\,\\�,�\�G .\\i\\�/, ✓\�j/i��%i:% :A ?•7 � STANDARD CURB REwNONs AND GUTTER(TYP) AND GUTTER(TYP) AND GUTTER(TYP) 3 1¢°LEVEL 2,N2"DENSE GRADED HMAC(2 UFrs,th"WEAR COURSE 3$'LEVEL 2,1¢'DENSE GRADED HMAC(2 LIFTS,11f"WEAR COURSE SW SCHMIDT LOOP SW APPLEWOOD LANE *SW ASHFORD STREET (EXT) OVER 2"BASE COURSE) SW ASHFORD STREET SW APPLEWOOD AVENUE OVER z'BASE COURSE) JOB NUMBER ,YPICAL SECTION(TC=CL+0.17') TYPICAL BECKON(TC=CL+0.1T) TYPICAL BECKON(TC=CL+0.1 T) OVER 2"OF f°-0 AGGREGATE BASE ROCK _ TYPICAL SECTION(TC=CL+0.13') TYPICAL SECTION(TC=CL+0.13') OVER 2"OF "-0 AGGREGATE BASE ROCK ZO'7C (STA 10+00.00-STA 24+29.82) (STA 11+78.71-STA 13+95.22) (STq 1+38.87-STA 2+06.56) OVER 7"OF 2"-0 AGGREGATE SUBBASE ROCK 38 6 .OVER 12"OF COMPACTED SUBGRADE (STA 10+00-STA 10+79.54) (STA 10+00.00-STA 10+64.47) 04FR 7"OF 2'-0 AGGREGATE SUBBASE ROCK 1°=5' ,"=5' 1°=5' 1°=5' 1°-5' OVEER 12"OF COMPACTED SUBGRADE SHEET C100 9+OG 10+00 �' 11+00 12+00 13+00 1 L-�- -R� _ } Lu __._ =x e TAX LOT LU I I TAX LOT TAX LOT TAX LOT TAX LOT\` - TAX LOT 3700 c0 w R j - __ . -1 1, = .. I < 6500 - aiQ 1 I 4100 1 4000 - TA3900 X 3800 TAX MAP 2S 1 11DA - Z U TAX MAP Q TAX MAP .TAX MAP 25 1 11DA 1 _ I 2S 1 11DA 2S 1 11DA 25 1 11DA TAX MAP 3 --�- 251 11DA a z W, 6 APPLEWOOD PARK - NO.2 SUBDIVISON ;; RESIDENTIAL DRIVEWAY CENTERLINE STATION �8 <� �� co 1 LOT§ STATION ALIGNMENT WIDTH g o,n a,w y x Rg w r 1a =30 1 = 0 I T 09 10+50:50 SW SCHMIDT LOOP 2000' �"•n o "' b, Z 10 10+82.50 SW SCHMIDT LOOP 20.00' N 5 < w Ow 7 8 f l J-j INTERSECTION 9 10 11 12 - 13 I ( n 11+32.50 sw SCHMIDT Loop 20.°0' 1 ` STA 11+21.82 S APPLEWOOD AVENUE12 11+8250 SW SCHMIDT LOOP 20.00' Z STA 10+00.00 W SCHMIDT LOOP LOT 14-15 15 2_18 1 13-18 12+4894 . SW SCHMIDT LOOP 96.20' V a STA 1+00.00 PRIVA ALLEY r-- 1 `1 - - _ _ - A STA>it38.94 MDT LOOP SCHMIDT SCALE 1" = 40 FEET 1 13+7687 SW SCHMIDT LOOP 20,00' W .. k ..,..mop SW LO(ys --'�� 20 14+0687 SW SCHMIDT LOOP O �� 20.00' 9 40 0 18 24 32 40 N 23+00 24+00 1 11+00(a) 12+00 3 1 21 14+36.87 SW SCHMIDT LOOP 20.00' a 0NOTES: 22 . 14+66.79 SW SCHMIDT LOOP 20.00' Fn m Lo \ 17 23-24 14+99.31 SW SCHMIDT LOOP 43,50' W o i0r 0 77 , 90* ti 1, CONTRACTOR SHALL INSTALL ALL ADA RAMPS ADA RAMPS SHALL BE CENTERED - - SW SCHMIDT LOOP _- - - - - - - - - - ON 1/2 DELTA AS SHOWN UNLESS OTHERWISE SPECIFIED.ALL ADA RAMPS AND 25 16+36.64 SW SCHMIDT LOOP 20.00' O ( / SIDEWALKS ALONG ENTIRE CURB RETURNS SHALL BE CONSTRUCTED AS PART OF -- /O� 42 12 ,`` , n 55 5B \ I Q 18 j THIS PROJECT. 26 16+86.64 SW SCHMIDT LOOP 20.00' Q Q 41 1 Z DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR 27 17+36 64 SW SCHMIDT LOOP 20.00' U Lo T \ VISUAL CLEARANCE 1 _ L_ CURB INSTALLATION.THE NUMBER OF CROSSINGS,EXACT LOCATION,DEPTH, 1 1 1 TRIANGLE(TYP) CONDUIT,ETC.,SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIERS. 28 17+86.64 SW SCHMIDT LOOP 20.00' 43 1 54 , 57 M CONTRACTOR SHALL COORDINATE. W O O N I I I - 1 0 SW ASHFORD 2+00 3. DRIVEWAY DROPS SHALL BE INSTALLED AT THE LOCATION AND WIDTH SPECIFIED 0 - IN7IRSECT bN - -- BY THE DEVELOPER. cn 40 I S 1+00.00 SW ASHFORD ST(EXT) 90 STREE (EXT) ~ m W �� #STA 13+25.56 SW SCHMIDT LOPP - 4. CONTRACTOR SHALL INSTALL CENTERLINE SURVEY MONUMENT BOXES AT ALL 44 1 1 53 58 INTERSECTIONS,PCS AND PTS AtQ W e 1 Q to �Q 19 1 W m 39 45 52 IF 59 i M '>II I I TRIANGLE(TTP CLT ) Q a a a 20 COMMERCIAL DRIVEWAY CENTERLINE STATION* cn 45 Q( ^ 51 1 1 so LEGEND LOT B STATION ALIGNMENT WIDTH 38 21 - CONCRETE SIDEWALK CONSTRUCTED BY CONTRACTOR. 'PRIVATE ALLEY(NORTH) 11+38.94 SW SCHMIDT LOOP 20.00' 28,00' -STORMWATER FACILITY ACCESS 15+59.45 1 SW SCHMIDT LOOP 15.00' 47 I 50 61 22 I - CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER. -PRIVATE (SOUTH) 16+23.85 SW SCHMIDT LOOP 2Q00' p ` -COMMERCIAL DRIVEWAY PER C.O.T.DETAIL 37 49 i I I /7 - RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER. '�^ -- - - - - _ - - - - - > i 52 Q 15 23 8 I - RESIDENTIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. V! z� - 1 ACTOR 24 ��I - COMMERCIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. O SW SCHMIDT LOOP s0 sa .I - --+ ----+---- ----+-----I- --I--�" / + a w co 17+00 16+00 ,.. ., .-_.�. I 30 � - NEW AC PAVEMENT,PER TYPICAL SECTIONS. W TRACT B PEDESTRIAN PATH I I O ILL - - - - - - - -�CL INTERSECTION - - - - - - /10 STA 15+24.28(36.45'L) - ADA RAMP CONSTRUCTED BY CONTRACTOR. �-Op INTERSECTION STA 4+Q00 PRIVATE ALLEY SW SCHMIDT LOOP I O O O STORMWATER FACILITY ACCESS STA 14+34.21 SW APPLEWOOD LANE ` =STA 17+41.35 SW SCHMIDT LOOP =STA 16+23.5 SW SCHMIDT LOOP COMMERCIAL DRIVEWAY PER I O J ^ DETAIL(SEE SHEET C115) li 30 29 28 27 26 25 srOTRMRWAATCR 'A' - cues RETURN NUMBER CENTERLINE CURVE/TANGENT TABLE O r p SW SCHMIDT LOOP Q CURVE/TANGENT STATION RADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING r/� _ __ _ - - - - _ - - - _ _ - - - - - - I Li 10+00.00 186.44' N8T50'56'E cn _.. -- U ___.__ __________�;_____,__ .____________/_ ___ ___ ___ _______ --------------- ______________ __ _____ _________a.__ Ct 11+86.44 70.00' 109.96' 90'00'00" 98.99 S4509'04,00"E PVI STA:10+75.00 - - L2 12+96.39 170.00' SOO'09'04"E V PN ELEV:195.79 - C2 14+66.39 70.00' 109.96' 90'00'00" 98.99 S44'50'55 00"W K:24.98 - - - _ o LVC:3000 PVI S16+00.00 PVIELEV9159 L3 15+76.35 325.00' 589'50'56°W 210 - -_ --' -. ._ - - 210 c r _ _......1_._ `275 T ' T o[slctrn BY: DS JA =N },� .. _:-_ J --- ---f. __..._._ i - 0.00 T LVC STA:15+92.3$ 3$ ! DRAWN BY: DS MECKE 3m ._ __j tO-PIT€LEP19172- SCALE, AS er: PAS �U w .- --. LO PNT ST ^ AS NOTED f� rn a 200-mow --_ s. �- -I- I - -_-L_-_�•- ,Q _ 200 DATE:11/15/2016 g cnJ2.00% w FINISH �^ GRADE �w SOX 190- E_ - --- -t IS11NC CRADE _w RENEWA MTE:6/30/19 180 i`-3"-f-.-I-_ -� -- --�-- - --- - ® SW',SCHMIDTLOOP 03 _ "'-x-160 RE oNSICNs � - - - vJwi 8 I STA 10+0000 STA 1 00 F Q w 6 8 _ S _` HORZ 1" 40'' + +_ H j N J VERT 1 X70' AS-BUILT DISCLAIMER: - - n - - - + W �h'I w w PROFILE ELEVATIONS ARE BASED ON F^ N w AS-BUILT INFORMATION IS BASED ON A COMBINATION OF uoe NUMBER 170 n J ENTERLINE UNLESS 1HERW95E NOTED ! n no FIELD SURVEY INFORMATION, SPOT INSPECTION 3876 !!!F; INFORMATION29 , AND CONTRACTOR PROVIDED INFORMATION. - f THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD-��l 0 -4n , SHEET 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. C 1 01 c z Cc FOC 8+00 9+00 10+00 �' w ---F -----" AS-BUILT DISCLAIMER: > - - -- -- LLI -I- T -@ INTERSECTION AS-BUILT INFORMATION IS BASED ON A COMBINATION OF SW BELLFLOWER STREET STA 9+16.00 SW APPLEWOOD AVENUE _ FIELD SURVEY INFORMATION, SPOT INSPECTION DRIVEWAY CENTERLINE STATION w 10+00.00 SW BELIFL°WER STStEET, .. 3 - - - - INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. Lori sranoN ALIGNMENT vamH W Z I THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD m q23+49.14 SW SCHMIDT LOOP 2oao' z 0. TAX LOT- -.TAX LOT TAX LOT .'TAX LOT �i W .TAX LOT 6800 6700 6600 6500 I y, I I 4100 BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. r z Q TAX MAP -TAX MAP TAX MAP TAX MAP a a i TAX MAP 02 SW SCHMIDT LOOP 20.W N 2S 1 41DA 2S 1 11DA 2S 1 11DA 2S 1 11DA I I 2S 1 11DA M Z _07 -------_ 80.70' 3 3-6 SW SCHMIDT L0� J 20.00' a t7 . BEGIN FULL STRE T IMPROVEMENTSZ07 1SW SCHMIDT LOOP I08 SW SCHMIDT LOOP 2000'B GIN AC STREET RES ORATION OC TA 10+00.00 SW AP LEWOOD AVENUE S WCUT,SAND AND S AL JOINT 29 ISW SCHMIDT LOOP 20.00' H 8 z ^£ Z F- STA 0 cc 9+90.0° liltMly APPLEWOOD AVEN a LL W LL 30 18+86.71 SW SCHMIDT LOOP 20.00' ti z O t 10 - 31 34 19+51.59 SW SCHMIDT LOOP 81.50'" 4 6 7 9 - o 5 8 5Q11 ' , 35 20+01.94 SW SCHMIDT LOOP 20.00' O 4 INTERSECTION , SCALE 1" 40 FEET 36 20+31.93 SW SCHMIDT LOOP 20.00' STA 11+21.82 SIN PLEWOOD AVENUE t a =STA 10+00.00 SW SCHMIDT LOOP/ Po �� - - - - - - - 37 20+03.73 SW SCHMIDT LOOP 20.00' W N 40 0 16 24 32 40 V 20.0°' 38 20+5526 SW SCHMIDT LOOP J • 39 20+87.26 _---_SW SCHMIDT LOOP 20.00' O N 3 23+00 ® 24+00 ,! 11+00 '^ < _+ _ - t- - -t_ -�-- NOTES: 40 21+55.26. SW SCHMIDT LOOP 20.00' V+ U z SW SCHMIDT LOOP o+ (n m r �_ 7T 1. CONTRACTOR SHALL INSTALL ALL ADA RAMPS.ADA RAMPS SHALL BE CENTERED 41 21+88.72 SW SCHMIDT LOOP 20.00' - ON 1/2 DELTA AS SHOWN UNLESS OTHERWISE SPECIFIED.ALL ADA RAMPS AND O'^ O r�� 54 SIDEWALKS ALONG ENTIRE CURB RETURNS SHALL BE CONSTRUCTED AS PART OF 42 11+68.66 SW APPLEWOOD AVENUE-LANE 20.00 143 � - - - - - - - - THIS PROJECT. 43 11+98.97 SW APPLEWOOD AVENUE-LANE 20.00',z / 2. DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR41 1 CURB INSTALLATION.THE NUMBER OF CROSSINGS,EXACT LOCATION,DEPTH, 44 12+41.22 SW APPLEWOOD AVENUE-LANE 20,00' UZ Lo CONDUIT,ETC.,SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIERS. 45 12+77.22 SW APPLEWOOD AVENUE-LANE 20.00'NCONTRACTOR SHALL COORDINATE. 1 M 1O46 13+13.22 SW APPLEW'OOO AVENUE-LANE 20.00' Lu 3. DRIVEWAY DROPS SHALL BE INSTALLED AT THE LOCATION AND WORE SPECIFIED O N to BY THE DEVELOPER. 47 13+49.22 SW APPLEW'OOD AVENUE-LANE 20.00' �'^in ��I } - 4. CONTRACTOR SHALL INSTALL CENTERLINE SURVEY MONUMENT BOXES AT ALL 48 13+85.22 SW APPLEWWD AVENUE-LANE 20.00' O q I 40 W INTERSECTIONS,PC$AND PYS.- - - - - � z� 1_ /�� INTEcn RSECTION J' LV STII 11+18.58 SW ASHFORD STREET SW ASHFORD r.+o0 =�LA 20+95.94 SW SCHMIDT LOOP I O I CENTERLINE CURVE/TANGENT TABLE W m O STREET- 39 45 3 I 52 so o I SW APPLEWOOD AVENUE - LANE (n Q 8 _-- a-P LEGEND02 CURVE/TANGENT STATION I RADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING - - x 46 Q 51 F- & 38 W J" .• = CONCRETE SIDEWALK CONSTRUCTED BY CONTRACTOR. L4 10+0000 3828'C3 10+38.28 100.°0' 23.32' 13 _ SOO'05'35"E -- 36 - '21'41' 23.27 SD646'25.43"E _ 47 I I 5(1 CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER. L5 10+61.60 141.72' - S13'27'16'E r Z I I I C4 12+03.33 100.00' 23.22' 1318'12° 23.17 S0648'09.93°E Q VISUAL CLEARANCE - RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER. J 35 NT I` TRIANGLE(TYP) L6 12+26.55 207.6] S00'09'04"E I10• \ 37 48Q ( ' \ 49 - RESIDENTIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. U Q - - - - - - - - \- _ _ - - NEW AC PAVEMENT,PER TYPICAL SECTIONS. SW.SCHM T LO - ID OP SW SCHMIDT LOOP 90 CURVE/TANGENT STATION RADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING ' �\_ 34 :y +- - +--- -i-- - - --F- --I-' - ADA RAMP CONSTRUCTED BY CONTRACTOR. VI ELL7 L7 15+76.35 325.OD' S89'50'56"W 9 19+00 18+00 17+00 W O •" �"° " C5 19+01.35 7D.00' 109.96" 90'00'00° 98.99 N45'09'04.00'W J - - � INTERSECTION _ - - - - - - - - - Q - CURB RETURN NUMBER L8 20+11.30 170.00' N00'09'04°W _ - - - - - - - - -STA 14+34.21 APPLEWOOD LANE -- N a =STA 17+41. SW SCHMIDT LOOP C6 21+81.30 70.°0' 109.96' 90'00'00° 98.99 N44.50'56.00°E 0 L9 22+91.26 138.56' - - N89.50'56"E Z 33 32 31 30 29 28 27 26 Z Q s 0a PM STA 20+95.94 Q O PVIELEY199 03 PVI STA 23+36.50 *SAG VERTICAL CURVE MEETS PASSENGER PVI STA:13+69.53 PM STA:11+22.54 **CREST VERTICAL CURVE PM STA:9+96.43 r K:1666 ***CREST VERTICAL CURVE MEETS 25 MPH PVI ELEV 195.42 COMFORT LEVEL AND STOP CONTROLLED PN ELEVA92.42 *SAG VERTICAL CURVE MEETS PASSENGER PN ELEV:197.49 MEETS 20 MPH DESIGN PM ELEV:195.09 - J ***LVC:50.00 DESIGN SPEED BASED ON STOPPING SIGHT *K:14.28 INTERSECTION WITH LIGHTING OF 25 MPH *K:6,p COMFORT LEVEL AND STOP CONTROLLED i"KA0.11 SPEED BASED ON STOPPING K:12.67 N HI PNT STA:20+95.93 DISTANCE PER AASHTO DESIGN STANDARDS *LVC:50.00 PER AASHTO DESIGN STANDARDS -_VC:25.00 INTERSECTION'NTH NgLTING OF 15 MPH **LVC:40.00 SIGHT DISTANCE PER AASHTO LVC:45.00 HI PNT ELEV:198.85' LO PNT STA:23+32.93 LO PNT STA:13+69.69 PER AASHTO DESIGN STANDARDS HI PNT STA:11+21.77 DESIGN STANDARDS LO PNT STA:9+94.84 2 _-- - -. _.. .... _.1_. �____. _N -______ _--_ _____- L�0 PNT ELEV:19!5: a.'... 210 210-L _ r _i.._- 7___ _ _ - I, N - ____- N 210 �ED By DS JA 10-•. - J - -- LO ELEV.,19254 ,- PNT ELEV.197.9 0 PNT ELEV 1952 �._.a_71- I __. Z W + DRAWN BY: DS > ^+'` + _ f �+- CHECKED BY PAS m Y, 00 / g2ADE. .. v;> "i > N;3 + _"LL, �'m o'Y>'' Oo SCALE: AS NOTED m i_-_ w -200 T00 - __-___ _�L_-_._ ._ _ -_- _ _ i '',... F--- - GRADE , 2 DATE:71/15/2016 - - _-->. 1909, o PRS m ¢w t 1 50% - �Cp w T EXISTING - - GRADE w � � . w 190� -.- 190 a=_ _ 190190 � -.-+._.._.__ ... _._ _, ¢.3 �z Q� 9NOER is BJP S SCHMIDT LObP _ 9k I 3 1802-O - ® I 16D 16D '�'- J APPLEWOOD ®b' A. N 3 RENEWAL DATE:6/30/19 -__ 0200-37A 24+2002 --- -- E_ 3_N - W L+1NE w N W P A F o-- --ISO RE soNs _m -mow - v All FRO €,E EY'ATIONS-'-ARE EASED ON-- - - �__ +N _- --_--- -- �' S7" 11+21.82 STA 14+34.21 $y�, g STA 1 00.°0 STA 11+ .82 w VERT.I"=40 a m + HORZ 1 40 a+ ^ HORZ:1 =40' w 8 - '-+� CENTERIINE UNLESS OTHERWISE NOTED - „w = T �' - _ --- : = o, �+'.i ALL PR LE ELEVbTIONS ARE BASED uzFi - N n w ALL PROFILE ELEVATI S ARE ASID ON m 170 Elf ° 170 170 --..-,-NE UNLESS OTHERWISE NOTE wl� C1NIERUNE UNLESS OIHERPoS NOTED C'� JOB NUMBER 0 0 ,'A "?g g .o o ,n o 24+29.82 .r _ 10 3876 n e:i `$, �� 4a °��'g g _ ° 197.29i0a; a SHEET 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21150 22+00 22+50 23+00 23+50 24+00 - 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 C1 02 9 AS-BUILT DISCLAIMER: z� AS-BUILT INFORMATION IS BASED ON A COMBINATION OF >v FIELD SURVEY INFORMATION, SPOT INSPECTION c INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. y 0 THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD a BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. z m ZU ao-i aZ 0 s TAX LOT 14600 a z o e^o Z TAX MAP - - - - z E"'%,o 2S 111DLRD gam/ -_ 12+00 1i To TAX LOT wz ,Mpi W¢ 0 / / _ N 7- 41 I -_-_I� \ 3900 y o -._- ti I / J I TAX MAP 3,n�5z„',o <7 1 Wcc ILL! ' \ 17 2S112CB k'coxa ZO TAX LOT I \X VISUAL CLEARAN CU LL 14500 - - \ TRIANGLE(TYP) Q- TAX MAP ANCE I \ .. O TTP Lu 2s 1 uon ) 40 56 \\ \ I 18 i _¢ rR IM-J- q-t INTERSECTI / j _ _ L� \ '! v< STA 9+1113 SW -,- - V STA 10+00.00 Sf-� Ws./." -�INTERSECTION OEHCE INTERSECTION 57 - - 1 STA 2+68.57 SW ASHFORD ST(EXT) Z O N STp 11+18.58 SW ASHFORD STREET -CL INTERSEC ON;, 1'0 SW AS FORD 2+00 STA 1047+07.43 SW HALL BOULEVARD_ 9+00 10+00 SW ASHFORD11+00 !-T&A 20+95.94 sw scHM1Dr Looe __J1 STRE EXT L1 z ---1- -- - -+ ,., I 39 STA 13+25.56 SW SCHMIOi LtlOP' i o+oo - -L oTREET I o ing so w 58 cl = - - '^ v+ r STA s+s - _ C7 BEGIN AC RESTORATION '- 8 is \ SAWCUT,SAND SEAL JOINT - - - - - 'cam a - I J / O i 0.00 SW ASHFORD STREET � \ =I0 Q O Q�- -19 I m I iia Q 3 R25.00 U 0 38 W 59 (/ R25.00' I J + TAX for 36 (Trn) NI I ; 3I (�) _ Ln SCALE 1" - 40 FEET I - 14400 BEGIN FULL STREET IMPROVEMENTS I Q coi Q „ Z T TAX MAP STA 10+00.00 SW ASHFORD STREET < 20 o� I@. TAX LOT SCALE 1" - 40 FEET W O Q I 2S 1 11DA d. 3800 _ 40 0 16 24 3E 40 a_i I I 60 'I *N TAX MAP /1� N I 1 T o I I 2S 1 12CB I 40 0 16 24 32 40 �/ -,- 35 I \ 37 - 21 t; Q m I_- >D cc 0 W_ m o [� cn ao PN STA:10+59.50 r PH ELEV:197.67 K;9.00 "SAG VERTICAL CURVE MEETS PASSENGER COMFORT PM STA:10+14.50 *LVC:45.00 LEVEL AND STOP CONTROLLED INTERSECTION'NTH LO PNT STA:10+64.00 LIGHTING OF 15 MPH PER AASHTO DESIGN STANDARDS PV STA:1+96.06 . -SAG VERTICAL CURVE MEETS PASSENGER COMFORT LEVEL PM ELEV:199.02 LO PNT ELEV:197.94 PM ELEV:191.87 AND STOP CONTROLLED INTERSECTION WITH LIGHTING OF Q K 85.01 *K:13.33 25 MPH PER AASHTO DESIGN STANDARDS f _ LVC 25.00 ___ �,6p 210 - VCS.10+02.00 - 210 210 T-----T Ir L 4TVC1 I1+92.73 210 Q x BVCE 199.36 , PNT ELEV:192.20 VCS:10+27.00 .. W EVCE:198.64_-� �� 200 .. __ - - m �' 200 200 .__- - +20a EXISTING, I j ISTING A� 1 W E% ... [RWA E I �- -' GRADE > v w m w NOTES: W O o _i- _ nN �1llE o ---FEN SH o FIN 1. CONTRACTOR SHALL INSTALL ALL ADA RAMPS ADA RAMPS SHALL R CENTERED � � M � I _-__ �I ON 1/2 DELTA AS SHOWN UNLESS OTHFRTVISE SPECIFIED.All ADA RAMPS AND 190 - �- 190 190 - 1 190 SIDEWALKS ALONG ENURE CURB RETURNS SHALL BE CONSTRUCTED AS PART r Li m THIS PROJECT. ''^^ GRADE c� J V+ P - oh 2. DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR 0 CURB INSTALLATION.THE NUMBER OF CROSSINGS,EXACT LOCATION,DEPTH, CC Z li �- _ "' CONDUIT,ETC.,SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIERS. 180 $ ----� o, m 180 180- 42? ®® F - 180 CONTRACTOR SHALL COORDINATE. g�P _ - 55 { Ig_ 3. DRIVEWAY DROPS SHALL BE INSTALLED AT THE LOCATION AND WIDTH SPECIFIED f_-... -. - -+_ BY THE DEVELOPER. s z v n d 4. CONTRACTOR SHALL INSTALL CENTERLINE SURVEY MONUMENT BOXES AT ALL 170 "'� 170 770 170 INTERSECTIONS,PC'S AND PTS in in g 9+00 9 11+50 10+00 10+50 11+00 11+25 0+75 1+00 1+50 2+00 2+50 3+00 3+15 in cn V+ N SW ASHFORD STREET SW ASHFORD STREET(EXT HORZ:P=40' HORZ:1`=40' VERT:1 VERT,' LEGEND ALL PROFILE ELEVATIONS ARE BASED ON ALL PROFILE ELEVATIONS ARE BASED ON BLSICWBe BY. DS JA CENTERLINE UNLESS OTHERWISE NOTED CENTERLINE UNLESS OTHERWISE NOTED CONCRETE SIDEWALK CONSTRUCTED BY CONTRACTOR. DRAIN BY: DS CHECKED BY: PAS - CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER. SCALE: AS NOTED DATE:1111//,1155/2p01166 RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER. mac'`\ PN,SSS CENTERLINE CURVE/TANGENT TABLE CENTERLINE CURVEAANGENT TABLE w P P SW ASHFORD STREET SW ASHFORD STREET (EXT) - RESIDENTIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. N y CURVE/TANGENT STATION RADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING CURVE/TANGENT STATION RADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING - NEW AC PAVEMENT,PER TYPICAL SECTIONS gNpfR H PJ0 RENEWAL DATE:6/30/19 L10 10+00.00 118.58' N8954'25E 1_11 1+00.00 168.24' N89-39'42-E RENSIO S - ADA RAMP CONSTRUCTED BY CONTRACTOR. Q - CURB RENRN NUMBER JOB NUMBER 3876 SHEET C103 z W Z M W w I ¢F 8 14 w= 1// DEPRESSED CURB(NO UP) 20.00' END PRIVATE PAVED ACCESSI \1I PAVED ACCESS STA 1+95,00 R 12 I '.1 ( 56 57 58 59 60 61 62 I I I till SOUTH PRIVATE ALLEY APPROACH LANDSCAPE AREA 1/a'R 12 I LOT 14 AND 15 ACCESS i y z a IE Ihz a "� PER DETAIL ON THIS SHE (DEPRESS i'BELOW pAl SECTION 13 �GE INTERSECTION I STA 1+00.00 PRIVATE ALLEY( :- ( TOP OF RUSH CURB) ° j -STA 11+38.94 SW SCHMIDT LOOP( - SW SC MIDT 15 E- H PRIVATE I o �k-Ck INIERSEC110N t"ALLE A4+10.00 PRIVATE ALLEY _+ 3+ +0'I 3°MIN.THICKNESS, 10"16+23.85 SW SCHMIDT LOQP COMPACTED � _ L5� ✓ M o ? 21 y!,, _.` FZS I GRANULAR BASEROCK\ 16 I ? m'� a¢ N I� BEGIN PRIVATE PAVED ACCESSzs N oQ. _ Lu v~i _ Z , \ LOT 14 AND 15 ACCESS k'a F,i n o Z O 0 10 to I 55 54 53 52 51 50 49 y J ITo' 9" -, 1Q INTERST 74C7 g17 SCALE 1" = 40 FEET NORTH PRIVATE ALLEY APPROACH I RY 26 I SECTION - -- \ SIA 12+30.520SW SCHMIST DT T 14 AND LOOP Z PER DETAIL(ON THIS SHEET), i, TOP OF CURB--FINISH GRADE CONTRACTION JOINT eq o is za sz<o /R (TC=FG) ®15'MAX INTERVALS - \ 18 i/ V ui SCALE 1" 40 FEET PVI STA:1+5227 - >.. - - r _ Z 0 PVI ELEV:195 77 �r ,P PVT STA..,1+95 24 a PAVEMENT - °- PN ELEV:195.24 v, 210 - K:13.71 _ PN STA:3+74.36 OR SIDEWALK K 99.39 Lo LVC.50.00 ! PVI ELEV:192.11 210 EDGE OF PAVEMENT(AC)UNE ,210 --�- - 210 10 0 16 24 32 40 K: .58 NOTES ELEVATION wc:3o.o m r i LVC 20,00 1. ALL CONCRETE SHALL BE 3300 PSI N9 28 DAYS ° >w FINISH M m FLUSH TYPE 'C' CURB DETAIL FINISH 200zoo NTS - FINISH Q 3 GRADE TO U GRADE H v'm ti .009 1.709. DRAIN r -2.009 - t- o - - '. EXISTING 190 _. EXISTING iso O N o GRADE .._ ... �__ 19 w ----Igo r 0 �5 ro 180 o ----- -- --- -- leo o� 1aD Iso Q N ti t N m ¢voi _ Iw ��NII3w - F� 1 w�Nli to vIlw F � F rv+w LLJ CO 170 N x 170 N n w �� T /�/� M' 1 17D w� 170 i fIV/VVAw//, l<-- �F coo m N ,� NOTES: 4H '0+86 1+00 - 1+50 2+00 2+50 3+00 3+50 4+00 4+24 1. CONTRACTOR SHALL INSTALL ALL ADA RAMPS.ADA RAMPS SHALL BE CENTERED 0+75 1+00 1+50 2+00 ON 1/2 DELTA AS SHOWN UNLESS OTHERWISE SPECIFIED.All ADA RAMPS AND PRIVATE LOT 14 AND 15 PRIVATE ALLEY SIDEWALKS ALONG ENTIRE CURB RETURNS SHALL BE CONSTRUCTED AS PART OF HOR2:1°=40' THIS PROJECT. DRIVEWAY ACCESS VERT:1"=10' 2 DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR HORZ.I° 40 ALL PROFILE ELEVATIONS ARE BASED ON VERT: =10 ' CURB INSTALLATION.THE NUMBER OF CROSSINGS,EXACT LOCATION,DEPTH, CENTERLINE UNLESS OTHERWISE NOTED ALL PROFILE ELEVATIONS ARE BASED ON CONTRACTOR SHALL COORDINATE. O CONDUIT,ETC.,SHALL SPECIFIED BY THE PRIVATE UTILITY CARRIERS CENTERLINE UNLESS OTHERWISE NOTED cl 3. DRIVEWAY DROPS SHALL BE INSTALLED AT THE LOCATION AND MOTH SPECIFIED ,,' J BY THE DEVELOPER. Q W - 4. CONTRACTOR SHALL INSTALL CENTERUNE SURVEY MONUMENT BOXES AT ALL `•/ LL SW SCHMIDT LOOP INTERSECTIONS,PCS AND PTS. Z U O Tg195.5a TC:195.09 TG194.93 TC:195.32 5. CONSTRUCT COMMERCIAL DRIVEWAY APPROACH AT NORTH AND SOUTH ENDS OF lx BC:195.08 SG: OC:94.87 BQ194.82 PRIVATE ALLEY.SEE CITY OF 11GARD DETAIL 143 ON SHEET C115. CENTERLINE CURVE/TANGENT.TABLE - ---, r d CENTERLINE CURVE/TANGENT TABLE W PRIVATE LOT 14 AND 15 DRIVEWAY ACCESS J 0 i SW:195.68 SW:195.19 SW:195.03 SV.195.42 Q PRIVATE ALLEY D a I a} 0 4 a CURVE/TANGENT STATION RADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING Z \ i r ' CURVE/TANGENT STATION RADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING SW:19538 N SW:195.29 SWA95.13_ .57. SVP.195.52 0+62.68 62.32' N51*956E Q -- 6.00' . _ 6.00� __- Q L12 0+86.00 j 336.00' S00'09'04"E :+ C7 1+25.00 10.00' 8.99' 51'3059" 8.69 N2535'26.65°E Z BEGIN TRANSITION TO ;� _ __-- W PRIVATE ALLEY:MATCH SIDEWALK BC: BOTTOM OF CURB ELEVATION L14 1+33.99 66.01' N0070'03"W r STA:1+24.50 PRIVATE ALLEY TC: TOP OF CURB ELEVATION ELEV:195.21 �I SW: SIDEWALK ELEVATION ' .y. END TRANSITION "M DOWNWARD GRADE - BEGIN PRIVATE ALLEY PER CROSS SECTION _ STA:1+33.00 PRIVATE ALLEY r F'\JT ESMT E".195.37 _ A I---- 20.0' -� NORTH PRIVATE LEGEND R 20.0' ESMT Li ALLEY APPROACH { _. 1"=10 CONCRETE SIDEWALK CONSTRUCTED BY CONTRACTOR. 10.0' 10.0' DESIGNED BY: DS JA NO PARKING - END PRIVATE ALLEY - DRAWN BY. DS CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER. ALLOWED - PER CROSS SECTION .� NO PARKING CHECKED BY: PAS 2507 2.509 BEGIN TRANSITION TO it : ALLOWED - - AS NOTED - BACK OF SIDEWALK - RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER. 2.509 2507. DATE:11/15/2016 _STA:3+77.00 PRIVATE ALLEY END TRANSI110N:MATCH SIDEWALK ELEV:192.05 - - - - STA:3+85.50 PRIVATE ALLEY - - - - c FLUSH TYPE COURSE OVER 2'BASE SE) HMAC(2 LIFTS,1)¢"WEAR 7.00' ELEV:191.89 - RESIDENTIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. ' 3 LEVEL 2, DENSE 6 'C CURB PER DETAIL 3°LEVEL 2 1/2'DENSE GRADED HMAC(i LIFT) J___ SV.192.14 /,, THIS SHEET(TPP) OVER 2'OF?q"-0 AGGREGATE BASE ROCK - - - COMMERCIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. - OVER 6"OF 3/4"-0 AGGREGATE BASE ROCK OVER 7'2'-0 AGGREGATE SUBBASE ROCK °SW.192.58 x.797 5W192.03 SW:191.77:, ° ,X. n z SOU OVER 12'OF COMPACTED SUBGRADE +� PRIVATE LOT 14 AND 15 DRIVEWAY ACCESS 4% e PRIVATE ALLEY OVER 12"OF COMPACTED SUBGRADE w TYPICAL SECTION '� - � - NEW AC PAVEMENT,PER TYPICAL SECTIONS. ER H• SW 191.93 SW:191.67 SW'.192.04 TYPICAL SECTION(STA 1+24.50-STA 3+65.50) SW 19248 �/.r.. �>, RENEWAL DATE:6/30/19 i"=5' _. ._ L_ (STA 1+DD.00-STA 1+95.00} REVISIONS TC 19238. TC: TC 19194 �/�\ - ADA RAMP CONSTRUCTED BY CONTRACTOR. 1"=5' AS-BUILT DISCLAIMER: ETC:191.88 BC: �o TC:191.57 Bcisl.aa \ BC:191.51 AS-BUILT INFORMATION IS BASED ON A COMBINATION OF SW SCHMIDT LOOP " uo FIELD SURVEY INFORMATION, SPOT INSPECTION �# - cuRe RE URN NUMBER 3876ER' INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. SOUTH PRIVATE THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD ALLEY APPROACH SHEET 1"=10' C104 BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. C7w Z M AS-BUILT DISCLAIMER: AS-BUILT INFORMATION IS BASED ON A COMBINATION OFk 1 cc w FIELD SURVEY INFORMATION, SPOT INSPECTION 50 61 �' 22 i m INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD z uj BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 49 62 15 00 23 I I z 0. - - - - - - - - - i aZ a SW SCHMIDT - I> I_ -I -� I+00 l/ /10 30 I J I I � ro ¢Y LOOP 6+00 I°° { w= u,III x Fw (52 8.00'PEDESTRIAN PATH I Q 8 k'a o i< -- - - - _ � PEDESTRIAN PATH I i= �. H��LL s w LL -- - - - - BEGIN PEDESTRIAN I� . - PATH:MATCH SIDEWALK END PEDESTRIAN PATH: I N - STA 1+00.00 MATCH SIDEWAU( I I - Z PEDESTRIAN PATH STA 2+13.30 TRACT'A' PEDESTRIAN PATH j SCALE 1" 40 FEET V/ o 26 26 STORMWATER FACILITY j 8 V a Lu 40 0 16 24 32 40 CC N Li� Z _ o FnM Lo PVI STA:1+23.21 (n W r PW LEV. v ch ELEV 192.83 j I w O PVI STA: o LVC:30.00 PW ELEV 192.06 z 210 -i- FN STA +27T �K 57.02 2109EL1V:79272� LVC:20D0UZc I _ { 200 Lu O H N� N FINISH _ m >`�.._ I_I Q V)m GRADE 200% -1.15% 1.50% I /� —�——� -190 V/ EXISTING -- GRADE I n uj M Q v� w .0 ,180 r a (n Q� 170 ,.,¢ 3 170 0+60 1+00 1+50 2+00 2+30 PEDESTRIAN PATH Q HORZ:Y=40' VERT.1"=10' J ALL PROFILE ELEVATIONS ARE BASED ON a CENTERUNE UNLESS OTHERWISE NOTED W NOTES: J Q LL 1. CONTRACTOR SHALL INSTALL ALL ADA RAMPS.ADA RAMPS SHALL BE CENTERED a O ON 1/2 DELTA AS SHOWN UNLESS OTHERWISE SPECIFIED.ALL ADA RAMPS AND SIDEWALKS ALONG ENTIRE CURB RETURNS SHALL BE CONSTRUCTED AS PART OF Z THIS PROJECT. CENTERLINE CURVE/TANGENT TABLE 2. DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR Q ID CURB INSTALLATION.THE NUMBER OF CROSSINGS,EXACT LOCATION,DEPTH, PEDESTRIAN PATH CONDUIT,ETC.,SHALL BE SPECIFIED BY THE PRIVATE UTIUTY CARRIERS. CONTRACTOR SHALL COORDINATE. Z CURVE/TANGENT STATION RADIUS LENGTH DELTA CHORD TANGENT/CHORD BEARING 3. DRIVEWAY DROPS SHALL BE INSTALLED AT THE LOCATION AND WIDTH SPECIFIED Q BY THE DEVELOPER. L15 0+60.00 40.91' '. S4446'441 BY C8 1+00.91 5.00' 3.96' 4522'20'386 S6727'53.97"E 4. CONTRACTOR SHALL INSTALL CENTERLINE SURVEY MONUMENT BOXES AT ALL ID __ INTERSECTIONS,PCS AND PTS. L16 1+04.87 125.13' N59'50'56"E W a ESMT R LEGEND OESIGNEO BY DS JA mm CONCRETE SIDEWALK CONSTRUCTED BY CONTRACTOR. BrsawN BY. DS CHECKED BY: PAS SME, - - AS NOTED 1.0, 4.0' 4.0' 1.0' — CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER. DATE:11111//15/2016 —0.5' 0.5'x{ RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER. —� — RESDENTIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. N ��• ��' NEW AC PAVEMENT,PER TYPICAL SECTIONS. s 4'CONCRETE ¢ OVER 4'OF 3/4'-0 AGGREGATE BASE ROCK ReNexu DATE: /30/19 E Og OVER 12"OF COMPACTED SUBGRADE REVISONS — PEDESTRIAN PATH ADA RAMP CONSTRUCTED BY CONTRACTOR. � TYPICAL SECTION (STA 1+00.00-STA 2+14.30) - JOB NUMBER 1"=5' A — CURB RETURN NUMBER 3876 SHEET C105 AS-BUILT DISCLAIMER: AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY w v INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED a I ` INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD \ , BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. a END TRANSITION FROM SW ASHFORD STREET(Exp SW L ASHFORD STREET T) - SW z ww IL SW SCHMIDT LOOP NORTH CURB RETURN SCHMIDT LOOP NORTH CURB RETURN TC ELEV - q z a STA 1+50 SW ASHFORD STREET(EXT)- I 4 I�STA 1+39.13(14.001)SW ASHFORD STREET(EXT) BCR PER PROFILE R A SW SCHMID LOOP NORTH CURB RETURN DELTA:9091'14" 1/4 PER PROFILE LEGEND =STA 0+91.62 NE EYEBROW .\ SEE SHEET 0107 4 RADIUS:25.00' 1/2 PER PROFILE a _ ARC LENGTH:39.35' 3/4 PER PROFILE STA 12+88.13(14.591)SW SCHMIDT LOOP ECR PER PROFILE 5 5.wCONCRETE SIDEWALK CONSTRUCTED BY CONTRACTOR. 4 1 z< .moo Z \ m rn 2 R T I ± SW.194.3 Q 20% SW:194.45 CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER. a 3 0 0 Io Z I- 1 C7¢ ECR d 4 \ SCAM 1" = 5 FEET - RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER. z Z O I' I Z� 18if W - 5 0 2 9 4 5 RESIDENTIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. Z St.194.1 6.00' .- _ _ _ _ _ _- _ _ r^ 0 COMMERCIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. c , V a i \\ �• '\ St.193.70 NSTRUCT WHEELCHAIR RAMP STRUCTURAL - - - - - BC: BOTTOM OF CURB ELEVATION /1[ W N T0194.0 M SECTION PER C.O.T.DING.RAMP TO TC: TOP OF CURB ELEVATION v J oN BC.'193.53 BE CENTERED ON THE 1/26 AS SHOWN. - NEW AC PAVEMENT,PER TYPICAL SECTIONS. SW:193.64 / SW: SIDEWALK ELEVATION L O 3/4 d SW:193. � -__ _ __ X16.00' \ .DOWNWARD GRADESW.193.38 - - ADA RAMP CONSTRUCTED BY CONTRACTOR. V ti f - - SW:193.58 .' \ -- NOTE O ch O o 1. PROFILE PROVIDED FOR CONCEPTUAL DETAIL ON CURB RETURN NUMBER ch TOP OF CURB.PROFILES DO NOT REFLECT DROP /yam TC/B0193.2 4 Mo 5.110'• y LL IN CURB OR CURB RAMP. a 3 111 I 1/2 4 O \ 4 2. CURB RETURN PROFILE REPRESENTS TOP OF CURB / ALIGNMENT. 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CURB RETURN PROFILE REPRESENTS TOP OF CURB LOOP SOUTHWEST CURB RETURN ` / ALIGNMENT. ^ , STA 23+94.22(14.00'R)SW SCHMIDT LOOP BCR PER PROFILE ` SW APPLEWOOD LANE -.SW.SCHMIDT V+ o DELTA:76.41'48• 1/4 PER PROFILE LOOP SOUTHEAST CURB RETURN TC ELEV ` RADIUS 31.00' 1/2 PER PROFILE 5.00' \ Q ARC LENGTH:41.50' 3/4 PER PROFILE - 3i '� STA 11+7&71(14.00'L)SW APPLEWOOD LANE BCR PER PROFILE r STA 11+57.42(14.00'R)SW APPLEWOOD LANE ECR PER PROFILE DELTA:103'18'12' 1/4 PER PROFILE \ T `` RADIUS:31.00' 1/2 PER PROFILE .196.71 ARC STA 10+56.B8N(�1�4.00R)8S4 PER PROFILE z IN SCHMIDT LOOP ECRPER PROFILE 1 \ 500:196.6 / 1 1 \ 1 42 1 `\ BCRA ` / 1 U) F- 5.00 1 1 ` 5.DO' 4 f 55 W W 1 1 ' � J 1 1 Q 1 Z Q J m LLO SCALE 1" = 5 FEET � AS-BUILT DISCLAIMER: 1.1. 1 ' 0 = a AS-BUILT INFORMATION IS BASED ON A COMBINATION OF 1 `Q ;54 I` 5 0 2 3 4 5 V FIELD SURVEY INFORMATION, SPOT INSPECTION a Q INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. 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TC ELEV - - - - - o STA 22+67.99(18.87'L)SW SCHMIDT LOOP BCR PER PROFILE - - ' - _ - - - - - - - - - - - - - - - - - - o z $,^� C7 1/8 PER PROFILE - - RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER. ? m ¢> DELTA:90TXIb0' 1/4 PER PROFILE c __ ° _ __ __ - - ED w r 3/8 PER PROFILE / H$z"�M Z N RADIUS:55.00' 1/2 PER PROFILE a- END TYPICAL STREET SECTION - RESIDENTIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. 5/8 PER PROFILE ° J BEGIN TRANSITION m "' z O i w ARC LENGTH:86.39' 3/4 PER PROFILE i ° STA 0+71.00 NW EYEBROW LL 3 w u 7/8 PER PROFILE � a =STA 22+91.26(14.001)SW - COMMERCIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. STA 22+04.57(18.87'L)SW SCHMIDT LOOP ECR PER PROFILE ° d d ` SCHMIDT LOOP O i/g d NEW AC PAVEMENT.PER TYPICAL SECSECTIONSONS. 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Z -� l._..-= 205 + o N 200 150% ..-�., w m _- _-_ _ -{ 200 1.00% 1.50% DESIGNEDar: DS JA 195 -o — -_ - 1--._ -- 195 DRAM BY: DS wFN ' CHECKED BY. � BY: IPN g� PAS 190 190 SCALE AS NOTED DATE:11/15/2076± 85 185 80 180 W _ROI o- I z I Hd N 175 - -- -- _._..._..i--- ---' ay ...... ---- 1 1-----�---- Q_. _- Y---+ ns VERT: 10 PROFILE REPR NTS OF CURB W1 ANB AUGNMENT NO CURB DRO S ER H•�V�' 170 -'- �-� -- --J__ ..--_o j JJJ��_ _II.__. __-__ _-_ 17D RENE-L WE:6/30/19 REVISIONS AS—BUILT DISCLAIMER: AS—BUILT INFORMATION IS BASED ON A COMBINATION OF JOB NUMBER FIELD SURVEY INFORMATION, SPOT INSPECTION 3876 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD SHEET BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 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Z /SECURE PER C O T DWG RAMP TO ti O N aES.ENTEREB-OI�THE 1/2d AS SHOWN. � I X.X% V N W.198.78 TC:198.73 ) DOWNWARD GRADE i SIN,198.7 � / BC:198.23 / - COMMERCIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. � `f W 1/4 d NOTE J .198.72 IL - NEW AC PAVEMENT,PER TYPICAL SECTIONS Z Q - 1. PROFILE PROVIDED FOR CONCEPTUAL DETAIL ON ` O 18.0 Q TOP OF CURB.PROFILES DO NOT REFLECT DROP a SYt 198. ,ybh° J IN CURB OR CURB RAMP. SR.i98.68 / F 2. CURB RETURN PROFILE REPRESENTS TOP OF CURB ADA RAMP CONSTRUCTED BY CONTRACTOR. Y'^/ L TC/BC:198.35 O ALIGNMENT. c / W SW:198.21 J:Y TFKN� b% 1/2 d N A, CURB RETURN NUMBER Occ SW:198. 35 IT 3TC/BC:198. I OI 3 N / \ J ��, \(lB / W 4d -� \ -- Tc:198sz �R O N 1+5 1+40 CR A DC:198.02 M TC..198.091 _ V W BC.197.59 210 _..______ _ T _- - - - -PVrSfA: T __ _ r r__ __. 210 1� PVI ELEV.1 8.90 cnQ .PVI ELEV:1�8.24 ( LVC6.0 9 M PV1 STA:I+SSSSSS 5.92 K:1.0 HI PNT STAA+19.47 W W Q 205 I LVC:6. HI PNT ELEVA98.87 - --- r - 205 _ m SCALE 1" _'5 FEET c / V o 5 0 2 9 4 5 - ...... SW ASHFORD STREET zoo -1�% '-- � m - w- - zoo ~ 11+00 - __ -4.40% '11.50% .-_-___ _ _ _+__-_-_ _ _ _ __- 1 195 - _--_- -_-_-I____-_ �=,�'m. -__ � - _- +� +w _�- 195 U) F- �� amo NOTE -- - SW ASHFORD STREET- SW SCHMIDT ~ _ CL 65 las (n V d TC 198.0 CURB RETURN PROFILE REPRESENTS TOP = -7� LOOP NORTH RETURN Q 1 4 d BC:19759 0+90 1+0 CR d I _ OF CURB ALIGNMENT WITH NO CURB DROPS HQRZ:1"=5' r VERT t"=5' }� - Y/ �\\� BC:19&02.�. 180 c __--__ to 'o- -�o__.. __a -. _ - _.o- _ -.. _ _ X180 O O L 1--- --- j TC:198.52 + + _ 6.00" / - oLL � � 1 Z � /BC;198.34 TCAC:198.35 210 FT- � - ( _ -_ __ __ 210 Li PIA ELEV 9 90 -.. C °000° ..._. \., SW198. PVA STA:1+03 K 1 014 G \ G SW 198. - - \ I i PN K:2V008.4 HI PNTVTA:01+PD.00 - - \ 205 �- _-._ LVC:6.00 HI PNT ElEV:198 B7 205 U (16.00' $W!19&51 '^ \ .198.60 TC19&73 wt - - - - - - - - - - - CONSTRUCT WHEELCHAIR RAMP STRUCTURAL BC:198.23 i'm-__ SECftM-PES C.O.T.DWG.RAMP TO % 200 -- ' 1 200 DESIGNED BY: DS JA \ BE CENTERED ON THE 1/2A AS SHOWN. 1.0% .30% 1.50% - DRAM BY. DS 36NECKED BY. PAS SCAM=: AS NOTED \ \. A. DATE:11/15/2016 \ - FN SW ASHFORD STREET- SW SCHMIDT\ I d +� -N, _.._... d a,iJ \St GPN��. LOOP SOUTH CURB RETURN \ Tc ELEv sP , STA 10+79.62(16.00•R)SW ASHFORD STREET BCR PER PROFILE 1 SW-.198.7 SW:198.69 ± - N W DELTA.'89.56'31° 1/4 PER PROFILE - RADIUS:25.00' 1/2 PER PROFILE + I 190 -....- - --_ 190 ARC LENGTH:3925 3/4 PER PROFILEE___ -`��---_- -- 1s.'4 STA 20+54.98(14.00'l)SW SCHMIDT LOOP ECR PER PROFILE \ 5.00' 5.00 c 4.00 4N�fR N. \ RENEWAL UATE:6/30/19 CURB RETURN PROFILE REPRESENTS TOP -- -- ¢+ a¢ SW REVISIONS 185 1 ' OF CURB ALIGNMENT RE CURB DROPS /� ASHFORD STREET- SW SCHMIDT 185 ' + B LOOP SOUTH RETURN AS-BUILT DISCLAIMER: u <N �y HORZ:r=5 doe NUMBER AS-BUILT INFORMATION IS BASED ON A COMBINATION OF VERT:i"-5' FIELD SURVEY INFORMATION, SPOT INSPECTION 180 - -- - o ---- -_ o_ -_- - 0180 3876 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. SHEET THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD w J J BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. `l l C7 w Z cc 7 WF �o �w r_ N= LEGEND (�W + I - J Z a CONCRETE SIDEWALK CONSTRUCTED BY CONTRACTOR. Q y aZ CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER. � END TYPICAL STREET SECTION I - �:+.� — RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER. _g s'q`n yCC ¢CC BEGIN TRANSITION I w STA 0+71.00 SW EYEBROW w =STA 21+81.30(,4.00'L)SW< I — S< x 3' z o SCHMIDT LOOP I RESIDENTIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. - ��aDc i w w COMMERCIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. s aJ. Z NEW AC PAVEMENT 0 /A PER TYPICAL SECTIONS. �R \ 37 V Lu N J ADA RAMP CONSTRUCTED BY CONTRACTOR. I 1 < J — z O 35 d\ /� BCR a V/ o CURB RETURN NUMBER V/ f 0 ch II i v 1/8a \ \ -_ - - - - - - - - - - - - - - O \__ v Z u')BC: BOTTOM OF CURB ELEVAl10N � TC: TOP OF CURB ELEVATION W O N SW: SIDEWALK ELEVATION 'R��/� o - v \ 1/4 a \ DOWNWARD GRADE V/Im 34 9 Sp --- NOTE U) 1. PROFILE PROVIDED FOR CONCEPTUAL DETAIL ON Q \ ` ' TOP OF CURB.PROFILES DO NOT REFLECT DROP IN CURB OR CURB RAMP. CURB� � 1/2 4 �� 2 ALIGNMENT.RN PROFILE REPRESENTS TOP OF CURB A. -� _ SW SCHMIDT LOOP Q o 19+00 (�o SW EYEBROW TCF`V 5/8 END TRANSITION A BEGIN TYPICAL STREET SECTION STA 19+88.04(16.8715 SW SCHMIDT LOOP BCR PER PROFILE - l><sp STA 2+15.39 SW EYEBROW t/8 PER PROFILE 3/4 a =STA 19+01.35(14.00'L)SW DELTA:90V0'00° 1/4 PER PROFILE d 1+8aSCHMIDT LOOP 3/8 PER PROFILE ECR A E 2+00 /212D RADIUS:55.00' 1/2 PER PROFILE \ ---- 5/8 PER PROFILE ARC LENGTH:86.39' 3/4 PER PROFILE _1 7/8 PER PROFILE /STA 19+24.62(1&87'L)SW SCHMIDT LOOP ECR PER PROFILE c c siA . Z \ _ SCALE 1" 10 FEET Q 33 - - — - - - - - - - - - - - - - - - - - - - - - - - - J W 32 10 0 4 6 6 10 a J 31 30 �: � 00 CC CC ma w PVI STA:0+89.17 PVI STA:1+91.62 W PVI ELEVA97.66 PA ELEV:196.64 K:19.83 K:19.83 LVC:10.00 - LVC:10.00 - _ 210 _ __ _.._ ,_._- __ ___ - - m - -_. 210 205 + �- _- —��--� `�m 205 200 1 509, _100% -' : DESIGNED BY DS JA z _ '1.50. g ..1195 DRAWN 5 BY. Y.,ec tp N a yf/9 x DS 195CHEMm eY: PAS SCAMAS NOTED 90 190 DATE:11/15/2016 nT185185 ww m SW EYEBRO - — -- NOTE: _ 175 .y--_ VERT 1°=101 8 - - �PROFlLEf REPRESENTS TOP .-.___ -- �JI, OF CURB . 'ghp£R H.N I ALIGNMEIJT WITH NO CURE DROPSRENEWAL6/30/19 170 ._ _� __ _.__.. .._._� 1.--�___ �_ __- _-�_ ._. _�_-____.__._-1._�--..___-I_ ..L 0 017 DATE .n o � � 0 0 0 0 o o o 0 0� 0 0 0 REVI90NS AS-BUILT DISCLAIMER: AS-BUILT INFORMATION IS BASED ON A COMBINATION OF JOB NUMBER FIELD SURVEY INFORMATION, SPOT INSPECTION 3876 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. SHEET THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. C112 uLu Z> >w r I LEGEND NQ o �W 0. SW APPLEWOOD LANE - SW SCHMIDT CONCRETE SIDEWALK CONSTRUCTED BY CONTRACTOR. Z U f / ; SW APPLEWOOD LANE - SW SCHMIDT - a Z LOOP WEST CURB RETURN rl TC ELEV Ln I LOOP EAST CURB RETURN STA 13+OO (1WES SW APPLEWOOD LANE BCR PER PROFILE TC ELEV - CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER. Q I DELTA:90WOO' 1/4 PER PROFILE Z STA 17+02.35(14.00'R)SW SCHMIDT LOOP BCR PER PROFILE J RADIUS:25.00' 1/2 PER PROFILE ^ J DELTA:90'00'00° 1/4 PER PROFILE - RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER. = mo ARC LENGTH:39.27' 3/4 PER PROFILE 5.00'. .00 p I 5.00' 5.00'7- RADIUS:25.00' 1/2 PER PROFILE T z u 2 Y 1 STA 17+80.35(14.00-R)SW SCHMIDT LOOP ECR PER PROFILE -4 O ARC LENGTH:39.27 3/4 PER PROFILE - _w IE O STA 13+95.22(14.WL)SW APPLEWOOD AVENUE ECR PER PROFILE RESIDENTIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. _F o„ Z W SW:193.3 i SW:193.2 4 o W SW:193.2 W 793.30 I \\ 1 � �d w s w 0 OR A a ECR A hx0% T \ COMMERCIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. QS I Q I I \ \ 4 \ 49 - NEW AC PAVEMENT,PER TYPICAL SECTIONS. / Z o V/ (5 2" / ".00'i. �\ .193.57 �Is SW:193. -� c� A \ ` - - - - - -� _ - - - � u'� 6.00' Wv¢�i 1 ` ADA RAMP CONSTRUCTED BY CONTRACTOR. v _-CONSTRUCT WHEELCHAIR RAMP S1RUC1UgAL � �o CONSTRUCT WHEELCHAIR RAMP STRUCTURAL \ TC:193. /#' .193.56 SECTION PER C.O.T.DWG.RAMP TO , z O v, / SECTION PER C.O.T.DWG.RAMP TO SX.193.97 0$ BE CENTERED ON THE 1/2A AS SHOWN. , 1C:193.57 BC:192.85 BE CENTERED ON THE 1/2A AS SHOWN. \ -4�( BCd93.07 I / - SW.193.56 \ L-�l TURN NUMBER Lor i SM194.0 1/4 A 3/4 A �\ SV.193,' f5W 193.89 _- _ 6.00' r z /A o SW:194. (16.0 I -SW:.193.50 o ch c 71- CD 4. �, BC: BOTTOM OF CURB ELEVATION a O 3 c - TC: TOP OF CURB ELEVATION �v ,$ ` 5.00 _,I I+ - TC/BC:193.57 TC/BL.193. %'��oo N 5.00' SW: SIDEWALK ELEVATION z 1/2 A ti I o x 1/2 d Q X.XX DOWNWARD GRADE T / W Q __.. SW:194. q�, / TC/BC:193.70 I TC ;193.0 B.00' �/ SW 193.44 SW 193.40 0 O N SW 194.57 5.00' NOTE (^ 5.00' v' .- _____�� 3/4 d 1/4 1. 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D Z � a --- ------------ - 210 J . ..-- -----., � -----_ _� 2;0 210 --; ---�----. --- - -r._ T _I_ /J � z I - I PM STA..93.61 (' _ PM STA t+y611 PW ELEV.93.61 - f�n/ PM A•1+1921 P STA:1+0310 ' 205 - 205 ----�-- PVI ELEV:193.16 -_: K ._-_ __ -'i- - ?05 a V+ 205 - -_ - _ __-_ __--.. ____-_ .- I PVI :194.17 P EIEV 19316 �-- K.7.08 LVC:6 0 :1.26 K1.41 LVC:6.0l6 HI PNT STA 1+19.58 L C:6.00 LVC:6.00 HI PNT ELE:193.58 MWM I I LL 200 200 --,,- __._ .n- - --- �,�- 00 � . 200 ' o I M y ; ^ -_ RESIGHM BY: DS JA 6RnuN ar: DS mm 195 CNE(6(ED BY. PAS ,95 1 ct'> - _.-__ - '-- _ __- �.____-. 195 195 6.25% 2.�% -.00% -2.85X 1.50% : AS NOTED DATE:11/15/2016 190- 190 90 DA 01- M_ .. iN w -- 6s 8s -- :RBDROPS _ - a oD' SCHMIDfi_.-... N -�^ - - SW _.EWO _._TN-E- 185 :B/185 --_-I__ - _-NOTE: SW ARPTW�bb'�- SW SCHMIDT NOTE: RENEWR DRTE:6X30,9 CURB RETURN PRORLE REPRESENTS TOP 13 LOOP WEST CURB RETURN CURB RETURN PROFILE REPRES � 14 P EAT RB RETURNRNSIONS<�m i" 5'OF CURB ALIGNMENT N1TH NO CURB DROPS < o -_ < � 5 o mN T1.'i80 -_ -.___ � o I H RZ1°-5 OF CURB ALIGN�IFNT WTIH NO _-__ -. _ ..-.L__ -.. --____ _.__ _ - --_____- --.. _._- 5' 180 180 I_ i---__ + * otaa JOB NUMBER 3876 SHEET I C113 AS-BUILT DISCLAIMER: z cc AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED r INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD v)L=) BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. W z IL 61 J z ao L) I i ° '1 I' (L Z, I I o I END TRANSITION N BEGIN TYPICAL STREET SEC11ONC) - I STA 2+15.39 BE BULB w z oma"o Z za =STA 14+86.39(14.00'L)SW w Cc a SCHMIDT LOOP =3 0o i, y z w � < oz¢ I / 4 LEGEND o� CONCRETE SIDEWALK CONSTRUCTED BY CONTRACTOR. W /1 -7-: Z J oC o 62 SW:92.6 /. - . CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER. O N BC BOTTOM OF CURB ELEVATION '^ � / n6.00' - - ECR A TO: TOP OF CURB ELEVATION - RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER. V/ M z SIN:192 ° .19256 / SW SIDEWALK ELEVATION W L o x-�% DOWNWARD GRADE RESIDENTIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. 'A O ,swiss. n6.o0' 6 sW.192isr $ ' I 23 O v+O = - - - - - - - - - - - - - - - -- - •'09° TC:19246 / 7/8 e - COMMERCIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. O 3 . n8.00' BC 191.46 I NOTE F/71 Sw 19236-`\ �.-p°:" /� 1 L PROFILE PROVIDED FOR CONCEPTUAL DETAIL ON NEW AC PAVEMENT,PER TYPICAL SECTIONS. z Lo T 'k a TOP OF CURB.PROFILES DO NOT REFLECT DROP - Lu O O ° Sw1921 j�j TC/BC:191.86 I IN CURB OR CURB RAMP. / ---- -- -$Op' �j/ / 4. 2 CURB RETURN PROFILE REPRESENTS TOP OF CURB - 0 N / n8.00' -TC/BC:191.84 3/4 a ALIGNMENT. ADA RAMP CONSTRUCTED BY CONTRACTOR. 5.00' � TC:19226 � _J // SCALE 1'" = 10 FEET i 06611111116,1111 /. BR 191.76 / 10 0 d 8 B 10 STA 15+26.13 SW SCHMIDT LOOP/ 5/g p / - CURB RETURN NUMBQt y/ 75 CONSTRUCT WHEELCHAIR RAMP TC 192. Q STRUCTURAL SECTION PER C.O.T.DWG./� BC:191.90 / _1/2e / w W SW SCHMIDT LOOP i 50 TC/BC. 24 NOTES: _ o - ---l------- -- TO:192.3 TC/BC:191.8 x° 2�$ S*.192.. / I. CONTRACTOR SHALL INSTALL ALL ADA RAMPS.ADA RAMPS SHALL BE CENTERED N Q s BC-.191.81 16+003/8 a // / ON 1/2 DELTA AS SHOWN UNLESS OTHERWISE SPECIFIED.ALL ADA RAMPS AND o END TYPICAL STREET SECTION SW:19220 / SIDEWALKS ALONG ENTIRE CURB RETURNS SHALL BE CONSTRUCTED AS PART OF BEGIN TRANSITION 1/4 e / _ - THIS PROJECT. 2 STA 0171.00 SE BULB i // SW:1960 --°�- - -- ..-� _ =STA 15+76.35(14.00'L)SW 1/8 d Y.t7° x.192 - i� ° ° .. \ 2. DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PRDOF ROLL TEST FOR SCHMIDT LOOP _I - / a < CURB INSTALLATION.THE NUMBER OF CROSSINGS EXACT LOCATION,DEPTH, 0+65 0+80 BCR A 1+00 Sw1924 5 19230. a CONDUIT,ETC.,SHALL BE SPECIFIED BY THE PRIVATE UTILITY CARRIERS. __ ....__. - ��-. / �\< CONTRACTOR SHALL COORDINATE. - � � .CJ 5.00' Sw 1925 Sw 192.30•- �-.� -- -,----- -- /./ BY THE DEVELOPER. BE INSTALLED AT THE LOCATION AND WIDTH SPECIFIED / 3 DRIVEWAY DROPS SHALL Q ' SE EYEBROW TO ELEv STA 15+53.08'(18.87'L)SW SCHMIDT LOOP BOB PER PROFILE - 4. CONTRACTOR SHALL INSTALL CENTERLINE SURVEY MONUMENT BOXES AT ALL 1/8 PER PROFILE INTERSECTIONS,PC'S AND PYS DELTA:90100'OD" 1/4 PER PROFILE 3/8 PER PROFILE Z RADIUS:55.00' 1/2 PER PROFILE Q 5/8 PER PROFILE __ - - _ - - __ - - - - - - - -_ - - - - --L - _ - - - - ARC LENGTH:8639' 3/4 PER PROFILE 7/8 PER PROFILE ^J^ w STA 14+89.66(18.87'L)SW SCHMIDT LOOP ECR PER PROFILE J E 1, MOM O CC m °- w w PN STA.0+86.55 PVI STA:1+90.43 w PVI ELEV:19212 - PW ELEV:192.63 '^ K:19.83 K:32.85 V' LVC10.00 - LVC:10.00 210 r__-f_ _- �- --_ -7-- -- - -- -__ _._.--1 210 205 .- -- t- + I-- 2 ` --I _-- -- O5 DES1MED BY DS JA 200 P00. DRauN BY. DS CHECKED 1 BY,4.00' SCALE AS NOTED 1.00%'. 1-0.50% 0.80% DATE:11/15/2016 _._ _ I-- 190 RO 39ARE� kf 7. �z I 9! tv - � 16D ao - � C m QHDER H•NJ 17$ L__.__�m> _ JE EYEBROW RENEWAL DALE:6/30/19 �- HORZ 1°=10' 10- ( -- -- - NOOTE:FILE REPRESENTS TOP OF CUR m m ti t7$ VERT t°-10' t E B w~ RENSIONS 170 J �_� ALIGNMENT WITH NO DROPS 170 _ __ _. �_-.__.. -.____,___�_- _ _- __ �_L__T ± ± ± ± ± + ± n n JOB NUMBER 3876 .-. _ SHEET C114 z� ^' LU U i I Ir U1 EXISTING DRIVEWAY- _ - _ U)2 MATCH WIDTH & GRADE 2 A a LU -- SEz E NOTE 3 `�' LU T— —_ __— ++ R/va UN rca z - ., tJIN �2% S!DEWkK o TRUNCATED DOME _ DETAIL H,\ SEE z - 24' - _ /R ��, P v,C\x` L4.vDSCA.P= c:Gl NOTE.? ��:`30TF 3 �.LANDSCAP ¢>m D SUBGRAD � �\r a., S'.RIP STR.P �,..,® �Noz�o Z w SIDEWALK ADJACENT TO CURB E o o 1 �� o 0 0 0 I a 3 W I. r _ — — -- 1. COMCRElE TO HAVE A BREAKING STRENGTH OF 300(1 rS.l. A=TER0 © O I 3 3 N s I � A u. _ __ `r �T ter' 30 VAX 2..FXPANSI N. 'DINTS V, LAN MI Y _I vd A. f t. EACH PROV E.D: A J ENCY OF THE CI,RB. 6, - R\NEN/ W1' I AT COLD J N:. RAMP TEXTURE 3/4 PRO TILT-O TOP - j J CC OF CURD �2%MAX ;/ f AT"ACH DE INLET STRUCTURES, PATTERN DETAIL PLAN VIEW — O Y a) A--ACH END OF DR: EL -,S °) A'. CCAT NS NECES <R: TO LIMIT P4G.NC.TO 4 r'_T (n ,A SIDEWALK AWAY FROM CURB STREET I n�1 f=11 °R I m .1) _ P. MF E .7L. O RE FRE-MOI ) .ASPHALT IM L:;\AT C NON tTf.L1GrJ' ! IYG�S. W { HI i; »OF tJ< INCH! ANC SHFO':+_.ENTCROSS RS S_ fA o -le c' td 3. CUNT 1.0.; JOINTS. - — --FL,SH °o♦ -a,= Ic,. _ 0 Ch 0 , r. -- A. .SPA C:N TO 3E.NOT MOREHAv 1 FET Lf' `:- - nt�11i N IL-iI� O N ° x F I:':: THE J'-PTH CF THE JCTIv .r/I...3E A7 LEAST 1-ii. .r.,I J i`I IT - , ' 3 ,I / — 3 4"-0' .,COMPACTED c 3/4 -0", W% c PAc ION c c u % ai SECTION A A :/ ) Z r ° BA �. CUUC-A/t OF ST h "SfRLCTUR.. OR 4" IN CG ..'.i, WI K" � 3/a a^G ��rzoC NOTEs_n.,kr3"D!erE:R PIPE: • - C4 o .D.F:�E I COUPLING, CONCRE-E COMPRESSIVE STRENGTH SHAL_BC A MINUVL'M OF 3000 PSI AFTER 28',DA:YS. N 3. DRAINAGE ACCESS THROUGH FXSTWG CURBS SHAT BE 0 F DRILLED OF J! ' i SECTION A—A ` - . 5,,. CUT VER"CAI_L'Y i6" EACH S:J_: OF DRAIN AND you-:�J T^. FGL_ .F Tr. ^-F NOTES: _ - $�r,v ,.. L. CURE JOINT SHALL DE TROWELED WITH A MN+./2" RADIUS ALONG BACK OF CURE.- DR;-INACE ACCESS THROV3H NEV,CURBS SHALL PLACED A ,INIMUNI OF 2.0' r--.__4AL� ALTA V A P:N:PAJ� OCVP?E SI .,TR- fr CF .,.� P .I. �; Lr'tS. - - " SCkIL3 ... 1-__r AL) s= I 5 ..Hd� - F I E � F '.ACIt N Jc I:5_4?CL-:c "- .,i� -� `-AV -I_ISr_ .t; EXP NSION &CONTRACTON JOINTS I{ALL B_ aJ2"PREMGLOcv PSPHA_T iMPREGNAT_D y/ - ANO A MAXIIA,Al CF 30' FROM PR-,-_RTY LINES. DON SI„ S MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO HNISH GRACE. CR SUBDIVSIONS AN 'S"FOR SANITARY AND A "D" `:P r .fir lr`P S SPfI 3F '.12" P; I+P EGY@TC PIAIERl Ai R F - _ _ - =.� i.VE ; 1 iF L t - AI LU 31 Si4 7 -1 ON -I'.:. TUP OF THE CJR3 ABOVE THE AR- i 0,-l'IC.ARD NO SC M I, W ALE -._-_ .. ....._,...o_. wrxoWR m M1D SCALE ,,•, _ LORI FpPA,P.E. Q< NO SCALE it°1 T - MICHAEL A.j111, .E. - NO SCALE D MICHAEL A.STONE,P.E. mr — STANDARD DRIVEWAY Dwc.N0. cf)NCHAEL^•STONE,P.E. owc.No. WHEELCHAIR RAMP DWG.NO. f a 16L w/LANDSCAPE STRIPS CONCRETE DWG.NO.e� VCURB & GUTTER �s JANUARr zm3 141JANUARY 20,3 G14EWAcJY 120fxy'- eco i JANUA126 JANUARY 2013 STANDARD CORNER 128 e A AS-BUILT DISCLAIMER: AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED, Z f __ --- 1I As required in Off O typical sections = Streetof construction Street plans EXISTING PAVEMENTS DIG OUT REPAIR i --SAW CUT OR GRINDING c I� -- Area I V E< T_P v\ �\ n .;' . . :. .,Ps.F 0� r-1' T-cut see 11 A -! .c Ec- Surfacing „�j�, note 1 2% c t \ Cn -' ° I directed ase Material Topsoil or as - —- - - d M t � I� j��r�Alo��% -- APYI TT ---- '- --- Z H - . Y �_ OOaJn CoaO a.�0eo U..DO o ozio p�? o as n a -- -AGGREGATE BASEROCK OCC n +oo Boa co UW �O I,'OTE (_j c. ( — I I—I COMPACTED SUBGRADE F r l;F 2 - .T.,r -� 6 o L I—� I MAINTENANCE ACCESS o �Z �y of 'o_ _ W >w� W A 1 __I_ 1 ° o LOCAL STREETS: W nr, - _ I O E Uj AC- 6" CLASS"C"ASPHALTIC CONCRETE, 6' .,. --- _- -�.�+- f '- - 4 - - AGGREGATE BASEROCK i y N -- --- ,D 5 o 0)0. o o�o �� a OR r N._I H` Cn AC - 8 CLASS"C" ASPHALTIC CONCRETE 'J 8 n i� �� P t RF ¢�° ". a"�'v a MAJOR COLLECTOR STREETS: 1 �J vii.?:.:�. / �1C '. �I ,.�;` b Min .bedding �,� =�„ AC- 9" CLASS,•C•• ASPHALTIC CONCRETE. JI below Outside Of AB - 4" (i-1/2" - 0") AGGREGATE BASEROCK DesICHED ev: DS JA _ _ MIN 1 " - T pipe bell 3/4„ O„ O MIN oeanN RY: Ds L , .\ crushed aggregate } CHECKED BY: PAs DATE:11/15/2016 KALF AS NOTED PEDESTRIAN PATH OR BIKEWAY AGR 2' Min Trench SECTION A-A "-c >c foundation !- \• '', �� Tfsi vG. stabilizcticn NOTES: nE MCO P.S.. Al 23 DAYS 6 if required ..)`.('P - HAL• t(,K M.X,.SLJMF I ^N^E C 1 ,�"' 2dC' :S' ,^TTI aE ; I."! P v 'F ,0, ; -aR:'E I'a.,,; 2. COr>dC: 'AP!FLS Sf'ALL U_ _.UP.RE 3/4"'DEEP . R_-S fi, IS.!,::a 6 r_ET APAP:', _ HE TACK AND SnNDt 7"IVl I U NOTES F.D7 r ON 4 SID'S AND L AVE fI BROOM FINISH, a^r NOTE: AIPHA.i.I ACE^IN MAX t..:TS EACH COIl,R-ACT D - DATE; - 1' T CUT FOR PIPE ONLY PROJECTS. "'" - RENEWAL GATE:s/3o/,3 3. FAE:.,„ TO 7E �, J10I r,_.,Tf..X.!_E !.AIA000. ,-006)OR AP ...,.F_) EOI;AL - 2. JOINTS TO BE TACK AND SANDED. REmsioNs 4. CCV",.CT AND STERILIZE ,,._,RADE. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. r-.'2 12`EAC- ..,;4. ,,.FIC A L TE. TL' ALI B^�i3. - JOB NUMBER =II;)� Ni)SC<LE 3876 {✓ MICHAEL A.STONE,P.E. `' NO SCALE -t �� x.. NO SCALE er NO SCALE iPPflO� t>j MICHAEL A.STONE,P.E. gy �y F 0 MICHAEL A.STONE,P E. MICHAEL A.STONE,P.E. PAVEMENT DIG-QUT Cw Nn. COMMERCIAL DWG.N0. __ MAINTENANCE ACCESS OR DM.No TRENCH DWa No. p n„ ! SHEET JANUARY 20,3 :DRIVEWAY , xD0 -(A 5,._ JANUARY PEDEST",iAN/Ei1KE PATH 6 pA , JANUARY„2013 BACKFILL 1$O JANUARY 2013 AND REPAIR 1 SZ 143 16 1 R„ ao.� C115 . Lu ui -- 5:H w U c w i I cc w= cc + o TAX LOT z m 6+OI 7+00 8+00 c 10+00 11+00 12+00 13+00 1 a� 3soo D3 1 STREET NAME SIGN DIMENSIONS a - TAX MAP z +12 2S 1 12CB D SW BELLFLOWER STREET - ----- -- - -- ------ -------- t---- -- i a 13 - © I � I C o - I ( TAX LOT TAX LOT TAX LOT TAX LOT j TAX LOT z I TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT 3700 -- ii _ _ _ " '^,n^ Z -� I ¢} TAX MAP 2S 1 11DA 6900 6800 6700 6600 6500 I W 4100 4000 3900 3800 `; g p ( "z �•�a' w n TAX MAP TAX MAP TAX MAP -.TAX MAP TAX MAP TAX MAP TAX MAP TAX MAPTAX „ G w rd m o= l� 2S 1 11DA 25 1 11DA ;2S 1 11DA '2S 1 110A 2S 1 11DA I C 2S 1 11DA 2S 1 11DA 2 1 11DA 25 1 1I1DA TAXLOT �- a,•} o Z w Q APPLEWOOD PARK y' O TAX MAP - f Z w a w Q Q Q 2 O o NO.2 SUBDIVISON 2S 1 12CB --. -_- _-__ _ _._ E 3 T C I«—d-1tVAfl K Z !- TAX LOT I J o S I -�- .__.--vMIEG-- r-«.-VAR- 14800 I Q I IN CENTERLINE MON(ENT 8) 14 ? I r— -A ----_-- o N TAX 1 MDA PER C.O.T.DWG.N0.170 TYPICAL 11w V1.114 6 78 L 910 11 12 Ax LOT Byng� {� �� ' J c 1313800 — _ J�N - O y I TAX MAP .._..... INSTALL RAISED BLUE 1 1 - I 2S 1 MAP _ -- A � in Lo TAX LOT REFLECTIVE PAVEMENT MARKER /' SL 4 15 IXii F1ixaPALLEGENDWRR DESCENDING STROKES + ' - AT CENRLINE OF FIRE I /� \\ s W SCHMID - (ALTERNATE COLOR ARRANGEMENT) TAX MAP HYDRANT LOCATION PER TVFR - 1 1 _- - - - - LOOP - /,—@— - - _____ _ - __:T_ -_ _- //�� O 2S 1 11DA i ..:.. •..' S+ .... I _/ B C_-I—.__ E F 1__C __ H .. J K L M N P O V/ O _ o -� \ 16 y 3 / 23+00 24+00 1 00 N` 11+00 ] + -- ----_...__D 3D-� -_�tMllvi -3_----1 i 1.5 25 -25- /� O 2+00 -. o LO -- E 3 VAR 7 0.25 0375 2 4 3 APPLEWOOf)PARK_ - -�+ _ +_ =_.�-___�_—_ I_—_-I�._I\ e I TAXTAX MAP z U L� NO 3 SUBDIVISON / „ TAX LOT 1 7 CB 14600 \ 1 W O N I TAX MAP _ - - - - - 4- � - 2 ( 0 5 42 55 56 \ \ 16 241 4 18 i V S \ L ------ I I 1 t \_ in r 1 Q CC W .TAX LOT - S 8 r+� 1 SL �v I I lasso I f � I 43 , ,� I 54 57 I �o - a I rax MAP ,. � �` a Lr 2S 1 11DA I I ° SW ASHFORD+00 + - SW ASHFORD Q Llj } - - - - STREET W m 44 It 53 58 ST iEET(EXT) REFER TO S WET = M cc Lu I. Z INSTALL Rmseo BLUE / - - - C158 FOR DETAILS U) Q g s N/ �'- - �o J REFLECTIVE PAVEMENT MARKER AT CENTERLINE OF FIRE S 19 --- --�--- -I--- i---+�� 39 45 - i O 52 HYDRANT LOCATION PER TVFR I I + - iT ' IJ +� I t 20 TAX LOT 4 SW ASHFQRD ( CL I S 3800 " STREET 4 1 ^ I CIL 51 60 s +o TAX MAP hp I I 2S 1 12CB Q TAX LOT 36 S 38 I 21 14400TAX 6 2 Im I Q 2S I 1 DA I 47 AP 50 61 Z I I s I 22 = + ' NOTES: W Q 12"STOP BAR PER WASHINGTON I TAX LOT II 35 I N \ ..37 3 4 F COUNTY DETAIL 6110(TYPICAL) N I 1400 L STREET SIGNS TO BE INSTALLED BY CITY OF 71CARD. ^J^ I TAX MAP Q Li S \\ 48 S 49 62 / 23 I 1 25 1 12C8 2. STREET SIGN SLEEVES TO BE INSTALLED BY CONTRACTOR. + o - 8 2 Z TAX LOT - � \- - - Ii INSTALL CENRLINE SURVEY MONUMENT .14300 - - - - - - - - * c+ -- - r �^ ®BOX PER C.O.T.DWG.NO,170 V }m Z TAX MAP 24 ' 251110A \ � / 34 //}�\ ®- - + - -i—- - I INSTALL RAISED BLUE) 19+00 18+00 17+00 0 16+00 i E,� f1r i _ REFLECTIVE PAVEMENT MARKER :.:-..c SIGNING LEGEND LL __: AT LINE OF FIRE .:« uj m HYDRANT LOCATION PER TVFR _ - - - - 1- - - - - - - - - - $W SAH IDT - - - - 1.-...- - - _ I O O W fJ1 O NO _ V/ PARItlNG ' ! S LOOP S INSTALL RAISED BLUE cc % INSTALL CENRLINE MONUMENT BOX TAX LOT SW Schmidt p Sw A lewood Ln (TYPICAL) REFLECTIVE RUNE OFFEFIRE MARKER " AMY L e _-_E PER C.O.T.DWG.N0.170 TYPICAL TAX MAP t� pp N HYDRANT LOCATION PER TVFR 2S 1 12CC �� D3-1 D3-1 33 32 31 30 29 28 27 26 25 TRACT'A' I o R7-1 STORMWATER FACILITY o+ ® O O TAX LOT 6 14200 - TAX MAP STOP sw Applewood Ave sw Ashford st 2stnon - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - D3-i D3-1 ^ v R1-i 24x24° DESGNED BY: DS JA _ -�-----�----- - -------- --------- ---V-------------- - -- -' --- --- -.�- �'. :-- .�...----- ---I- ' ..,.._` NOTE: T LEGEND: SIGN DRA6N BY: DS It 1 ALL SIGNS SHALL CONFORM0 THE 2009 5 STREETS ON _ SW_LANGTR_EE CHECKED BY: PAS - - � MILLMONT PARK \ I MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES STEEL POST TAX lot TAX tOT TAX LOT SUBDIVISION STREET AND THE COUNTYS PERMANENT SIGNING LEGEND SCALL. AS NOTED TAX LOT 15200 - 15300 15400 TAX LOT TAX LOT TAX LOT TAX LOT I 2. DEVELOPER TO PAY CITY TO INSTALL SL-STREET SIGN ON DATE:11/15/2016 TAX LOT 15100 15700 .15800 15900 1600 TAX LOT --��' SIGNAGE, LIGHT POLE p 3000 TAX MAP TAX MAP TAX MAP TAX MAP / TAX LOT ' TAX MAP 2S 111DD 2S 1 11DD 2S 111DD 21 1 11DD 15500 .TAX MAP TAX MAP TAX MAP TAX MAP 16100 i t opn�n�. 2 1 11D0 TAX MAP \ 2S 1 11DD 2S 1 11DD 2S 1 110D 2S 1 11DD TAX MAP 2S 1 MAP / TAX LOT // 2 1 11DD i 15600 �r 2SA1 MAP - ___-------------------------- ----------- SW _____ ___ _____ ____ - - - / ------- _ .: F -- --_:.I- SW HAMLET COURT 1 RENEWAL DATE-s/m/+a 11 \\ �/� ___—_—_ _ / TAX LOT I TAX LOT REMslas SW HAMLET STREET ` �' f 16200 I ,., I 9900 7 7 --_ _ \ - - - TAX MAP TAX MAP \ _ 2S 1 noo I 12S 1 12C AS—BUILT DISCLAIMER: SCAM L" = ao BEET AS—BUILT INFORMATION IS BASED ON A COMBINATION OF JOB NUMBER FIELD SURVEY INFORMATION, SPOT INSPECTION 3876 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. 40 o to za oz ao THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD SHEET BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. Cl 16 (5 W GE(�RAL$IGT Ih 417 r$: . 1"TL'J YAB E2U CUh.1L.NJED MIN)MLIMLETlER HEIGHTS ONBIREE'lNAME fGNS I W U ;)Contractor stlail Supptyar'!'msta7 alisgr, :T 111 rBspellSibi6 to(Stak:ng sgn locations and obtain utility - TYPe 01 M.unknplType Of Sfreaza Hyl:.ntY .reed Limn &enH H.Ipnr Hewn dM' Lure Gasar 7~ locates 1rrstaked sgn/xations.Signs shah be located per typical sign location oras shown on liters. ---- —1 Uppercele - o�emeRd al ryRes ai speed I.— z4 l.Mes lz__, pli,rLes•• r � aVC 2).411 signing shalt conform to the Manual on Uniform Traffic Cartrol Devices ,1the County's Permanent Feu m n.d ! MEm-L.r Hera then aoMPH 1a lune, a luu, v mma. a ___ _ ------- c7 w t ,SionmgLegend. -- -- —._...... ._...__. 11mcn.s .made. d.3mU]es ..a• ® ® ® �,, - �F ;'/ /';' Za Pose Mourned na,a Les. Les.,m.R4i)MVH N 4)Posts-A Rltmolum0`2,nx21nx 10 f1galvanized'Unlstful Telespar'or 12 gage perforated pasts of I -'-- -"'-" —' AN.TIME' 'ANVTIME ANYTIME' CORNER CORNER _. /� � Q Pelf MP d 2�Lana All Speed Limk 11 Mdies' 6lncnes• 4.5 mGxe' v �' I 'approved equivalent.Calf be used.Sign combination and mtmirnum sign mountin hr'ght shall determine post I a-s vv; ~ ~ ~ , rA-' v�` r it 1 a 'osNem_.a,a slmM4 w;u spode um,a.,zs MPHwu ___ !!! length.Signposts and anchors shah be installed per Typical Sign Installation Detaif.No other type o`post '''"" " TOWAINAY� ro"A Av row)A-Av' f rd+inwvr Towa,vav � �/`�--1,- ✓. J 4'ImYai UppervGare Letters Antl 6'Lowe /M1/ t Shalt be used DnlBSS prior approval 0(the CODmty Traffic E.nglneer lS ebMdllled. "Fwpwl Sfarketl Overlmad9pns DOvemc dBy wn :Smridard Letter Hergl 1rcM 5ryn Sues Zp"!E ZONE ZaNE ,.ZONE _ - y,�.. ✓✓ 2. 0 LORger Than 1r'R_e ge 6 mmsl v c 6--cRse Ledera Amy ae user. =_— - - ; l i ( cP�ao C) . S;Signing material - - 4 No Parkin Signs:use Countystandard 12"x 18"with 12"x 6"TOW AWAY �' J r� ,t /)rte`✓ SW T g g" l'jC J /v� �( �0�3�W, ` A)Minimum retrore8ec4vity levels.hail meet MUTCD table 2A-3 - `'._I. Taylor Stspn.: ZONE riOBl'.When arrows are used,signs at both ends o(fhe zone.heti have .,G' Y( 1 W a)...am. rracrorsM-*u¢R mnll'm ryrn a rear.arte.,xznlnecolelrsn,«ronre 9 's z N B)Minimum sheeting type shall be ASTM Irl Prismatic - - '1 T T eNsoa)sd6 sm eEar.wvmRperm' 're swE RamRs/pn.. single arrows pointing in the appropriate direction with double arrows itt �� j ) ``/Q'�/� GjFluoresce fyeitow'-greenshaCbeusedfo school e�fedsigns SW 90th Ave T �I IRa�¢fy ro mss.En.nai.dE.yndmms Edadro;nar daWleRdcp between. 1 ^ � ti�/ W � z O - '�- c)U.&IWadaamYNRwnMe+k:. 1, �, a w tr_ tl _� 0)Pell �O1d r vTlarresq.,r 1rhie(2;,old:'nmensm 'andUs'-tallefORlni "NO PARKING"signs are to be 45'to roadway.45'brackets are acceptable T dPo:rrtn` waat.N. whenmounfedbe�owanothersin. Z i SW TaylOf S ITE)a ewr rremesia+ssnali� nlAlmdanrnenls.elw.daMnP¢,c¢em¢H¢r 9 PERMANENT LEGEND i i LL T 11 T F)PrSRe Ormlie�(aril freetmrrexgrs. a R MONUMENT CASE & COVER_1,11 1 �R W y r N, E nRy still,(N) : s.9,. a ,e a ce as SIN 9O th Ave -- �. .S�iNxPs w W rdT kd 1.d - V R E istl Sign(NI And(AN Sip S.PPor".'. g- rc t -al sb [ kl IM - <N'/ t nN.S;g( �_� v/ax)r'I6 OMePoVIX ; Ts H)"aimm�aCUT NWnS ttSE.14JTGYJ2WE.A-1.In(hflw Ev.7GIX]4: i _..— ..—; _�Zd•— f14gSr.. / n NI sw Taylor st $ 1d'---- O / J Ave=Ar¢RJe L'topJ; L Le Nh-IT6Y '. 1 — / /Istat N¢h1 Sign(N)O Ne (M)Syn S,,p ion t / / - —� 1 I _ Fn 1 .�. L--- SW 9ath Ave SPEED iSPEED SPEED i a It--AndSe Eine Ig M) .�swrsn] a xass fa,. _1_ I j LIMIT f/ g(ix S EE R , rc, u Remove And Se EO.,I ig Sigr�(N)And An.r.v lnlrvvririns. x .0 -.A,rchorl'l<X2;!'.36'deaP 4, 30' i LAPP U. BL f h':1\ 4 - �E +:)Remo'I(M)Sian SRPpoH <'� �T tarlsaeet w)e.5y�� '<ry�c. '"� �� _. I_'Af I!( �."755 Ir IF; Ev 0 -- ;.smPosr•xr+rd» �+ /�msr., re,F. �,/ �)/\� / i R And Sa E'(gSp(N)A:rd 1 .. i Ch O J (M)Sg Suppct - .. .scrra.xere a rn• , 1._ .1_. __-.-_-_ tf L^.�RL`AN IKON NlGFK INC,,/' mlw.:eeno� I / 3 ' �i� .'nr.uo.r c �Ew M ARdP!i -Fifth SttnrN)AndSLr-1 � S10P / r 368 - - - o z I FART PUMB Ftsrman ENRlting Sell(N) II° L - t >f5h` Speed Signs:24"x 30 6'focal streets and neighborhood routes - 2 STATE AVE I or a s oP ,1 -c, „se st9n rree--� AAh'ry .L.- JA D8�71 �J � 3g"x36"on collector and adenaf roads �+ F4L'-3 R f II Ea'rng Si ('I)OR N¢ 1Nf)Sign SUPnct I IIj 3/5%r)f6' I rs LO Rg+s° 1'I CROSS INTERSECTIOP I �3 D�L=iJ 514"4 T� L � .R_ SATES REF (503)367-7925W N r-- �. _ The word"LIMIT"shalt only be used on speed signs within city - r -1 r un E.'aSidi,IN)Ane(.vt)sen sUPPRd i limits and forall school speed zones.. - /R -E'u,, 1-0 NOR,Sq.(N)And Re,rufau(M)Sgn supph! ,j s s'e I 2 ALTERN..IVE T/PES MUST BE AI-PROVED R Eel Rg Siyn IN)And - - ""` ` j I� �. ( See MUTCD R2-1 and OR2-1 for sign details. 6•'THE C'7Y EPGIvEEF.ING f AR ,+_nT a m S E-t,k!(M)Sp Support 3- :.PPR04EG.FOR ALL STREET CL,_--. OJT. N bOr --- TYPICAL SIGN INSTALLATION : - -}y( TEE INTERSECTON IA mister. - i - < MONUMENT TO BE NO DEE`;[ :M t r 5-Perfi ree sq -a R ySteel NTs \ ,y -WISH GRADE. P=SOROI P SM-1l Steel DR.. 4 `E aC"j° p� TYPICAL SIGN LOCATIONS - - Q SL=St hies.Steel Clamp an Street Light Olv'v i <'Aa N'S YlASHINGTON COUNTY ""•, WASHINGTON ANDCOIJNTY as' 'r1- WASHINGTON COUNTY pEVARTMEN?OF IAND USE @ 1 g '*DEPARTMENT OF LAND USE& DEPARTMENT OF LAND USE& 1-r TRANSPORTATION PERMANENT SIGNING LEGEND , TRANSPORTATION STREET NAME SIGNS NO PARKING AND SPEED SIGNS ENGINEERING;_-CTION - 1 '%wcrr- ENGINEERING SECTION TRANSPORTATION g FRR�m eY. NO SCALE EtdG1MEfRI 1.,SECTION MICHAEL A.STONE,P.E. V o .__---- - "-_A PLCT STA P -3/13/14 6-CP v'.LYE EFFECT VE D.TE: 3�13�14�1 ASM.CO.S 6510 P�01 STAMP V3/13/14 55TP RGI.LYF EFFECTIVE DATE: 3/13/14 JJA.i. 6511 PLOT TAMP:DI/13,l4 N01P ItEUYE EFFECTIVE DATE: 3/131 14 wASH.CO.R 6512 a an Fslomcm MONUMENT DWc.No. z CAD:651 I:.iV CAD: TA 1.DWC CAD 6.,17 DWu .°,.. 1 - T JANUARY 2013BOX 170 (w:fl avi-ini 'j OF_ 12-� I_ :ua"'xu E COD NOTES NOTES a y� ITER�. 1� F1 1 i H I w.:Hw -- IR—R-r-a.xE -, ,,xr�wxaeaEEFYxeFTr�ryRxE v ,z- g. ^IJ' a W 1 11 .G,E ROOK OFEOTOR --0- <<a o l—Sell II . RRellR—L. LT w Rx% Te t a ax ,11.weOe,A aW 11.1E r O— -- — laza.{--r1-1AM r - A T-ser . r I _ e TIR111 11111,1A �U swues nrcE-nErsmo s.cvnaxHar uexr OR .oRs�cn ca I E 2 eaE xl A n - o ... nc lxarERu caxoTE+. oRaxrwxExrxE,uxx,nxE.s avERRsa Isv rxn Eines owssnxs-roxcoxlm - uum nTTxE rR RasEON low-wE _.div w e�dict -Lcc*lits. QO nes RADE `tel - �-- r I. x see c u,to oor m W �.- --rxw mulc ac IF my<.I mamas d �c y \ \q 4^- 6 m se� LU wE a _ 0 o zsx E usx\N R c RDE ""T mT I m�1. / ....._ { .. - Uel u J \ g_Ty. vexiow -..1 f"7 I sev'tx*aeu c oa or xu ,wl W CnO eI e erRR c UXRo - A ISE R.eEE eeaRR�N wTT R`r;°T w -�fo.� w•-��w� r-4^ ©ar-- m�c� _ ,M1VEires1 ��}"'�� nT�as.vw uv xm.eearvmeo d _ €- Eav+se p 2 @ m T DESIGNED BY D$JA 61 THRJ rRPfTC SDE — .PAGE .RRe irs)JFc5106 _ - 1s wcxo-P. � L4 DRAWN BY-. D$ ERt,F. law uxE,vrtrvevEuarc ,Ila v..lox e�crl_ce..vsl.LonoRw.i'rM1rxans sxawx w,H a e,.iow DBY: PAS SCALE a.a Rea:ops r,PE R=erecroRs. R.oeEa,Ioxr4 rrR..IREF,Fa.oRs- .olREcrlox>I R..REF FE*oR=. - w cALE: AS NOTED ------ o DATE:11/15/2016 JFra. ® 0s O O w le' )ARIES - P 1--sJc I _f-G'r -7-F-- --i`F-- I ea<e unE RonFO Ux�a uerw-e-wf. y R �t x*e w.EEvwH[ax'v T u, ! � . 11 .. vex REC'ICxra Ex•ExoEn. xlx FuaRu4 ,eie. Nut Irve Tn - RYfl ReF�cro.Rs _ x Rixw,s -en i.aR lMc srFR>i — o 0 0 4A`�ER H N a ry --- U5 w O F O N w RENEWAL DATE:6/30/19 I-x WRI' f- 4 U m REVISIONS zw AS—BUILT DISCLAIMER: �,, �y o AS—BUILT INFORMATION IS BASED ON A COMBINATION OF h x w A J03876ER FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION,AND CONTRACTOR PROVIDED INFORMATION. °R SHEET THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. C 117 SW BELLFLOWER STREET _ _ _ _ Q ; ,I' C9 w - ---------------- -- - ---- -- --- - -------------------------- ------------------------------------- - - ------ --- --- W r /%/ Hoop I. I GENERAL NOTES: TAX LOT - ------'TAX LOT 3700 I "a >w TAX LOT TAX LOT { "'TAX LOT TAX LOT -TAX LOT TAX LOT TAX LOT TAX LOT ' I ..5 1. ALL TREES AND PLANTINGS TO CONFORM TO THE CITY OF TIGARD DESIGN STANDARDS IN All WAYS PLANT ¢E ) 3900 TAX MAP 2S 1 11DA -,_- Z_ 6900 6800 6700 6600 6500 1 1 J i 4100 40� 'TAX MAP 3800 11 I IN ACCORDANCE WIH BEST PRACTICE INDUSTRY STANDARDS ADOPTED BY THE OREGON LANDSCAPE to= TAX MAP TAX MAP ' TAX MAP TAX MAP TAX MAP TAX MAP TAX MAP TAX MAP TAX LOT CONTRACTORS BOARD OLCB PLANT MATERIAL SHALL CONFORM TO AMERICAN NURSERY STANDARDS ASN 2S 1 11DA UNE SEPARATING J ( ) 2S 1 11DA 2S 1 11DA 2S 1 11DA 2S 1 11DA - 2S 1 11DA 1 2S 111DA 2S 1 11DA 2S 1 11DA R-7 VS R-12 ZONE DISTRICTS I 13700 1260.1. Q I i aatioa a e� e�^ :^o ', ©. TAX MAP - C3 w { .,o .°'` p o d - 11Q49 liI 2S 1 12CB - 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PLANT QUANTITIES. IF DISCREPANCIES OCCUR,DESIGN INTENT Z a PREVAILS OVER QUANTITIES LISTED. y Z U TTAX LOTAX MAP 2007 2006 1 1023 2005 14 _ +: 1101 - 3. TREES TO BE PLANTED SHALL MEET THE REQUIREMENTS 1F THE AMERICAN ASSOCIATION OF NURSERYMEN � a°z 1025 1024 gg ' 14800 L (AAN)FOR NURSERY STOCK(ANSI Z60.1)FOR GRADE NO.1 OR BETTER o J - 1026 - ±6.�i4 SF it 2S 1 11DA OREGON NHITE € 111W{; j 4. ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS WHEN A TREE IS �a ,.04 TYP) 1027 1022 9 I : - PLANTED WITHIN 5'OF ANY HARD SURFACE PAVING OR UTILITY BOX. ALL STREET TREES SHALL HAVE A 10' �' Z - 6 7 8 .1 1 O 11 12 13 II { r�800T LONG X 18°DEEP ROOT BARRIER INSTALLED ADJACENT TO BOTH THE CURB AND TTI=SIDEWALKS. CENTER m Y I -x.8,009 SF 5 14,683 SF 14,750 SF I 75,157 SF }4,750 SF 14;750 SF }4,750 SF 1 1099 ROOT BARRIERS ON TREE TRUNK. ROOT BARRIER SHALL BE DEEPROCIT UB 18-2 OR OTHER SIMILAR "' I w ±5,223 SF 1 ±5,106 SF R TAX MAP 1 25 38:1 N 1 505 }4,950 SF 3'NDE COVER 1021 3 NDE COVER i 1 25 1 12CB PRODUCT. CENTER STREET TREES IN PLANTING STRIP. DOUBLE STAKE ALL STREET TREES NTH STAKES _ <W--s 3¢ Y1r SET PARALLEL TO STREET REFER TO CITY OF TIGARD STREET TREE STANDARDS AND URBAN FORESTRY I SOIL'PATH'(TYP) 1028 I SOL PATH'(TVP) 15 ® i 1098 1 I MANUAL CURRENT EDITION. �' Z ,< w LL - i 1 TAX LOT ±3.830 SF i 14700 1030'i 1 1�� \ 1020 1019 - - -1018-- - 1017 9 5.. MSTBEASUBSTITUTION TO STREET TREE VARIETY OR SIZE MAY ONLY BE ALLOWED IN CASES A UNAVAILABILITY I AND ' TAX MAP .._-, 1097ii MUST BE APPROVED IN WRITING BY THE CITY O'IGARD PRIOR TO PURCHASE OF PLANT MATERIAL IF Z ..25 1 11DA- ...°.., \ .. -� ,• 316 HSV ;:§II 1�WTEH RECOMMENDED TREE AT TIME OF REQUESTS.'CONTACT PROJECT LANDSCAPE ARCHITECT IMMEDIATELY lit ARE UNAVAILABLE 'OR- / . 05 1096 iii I„ TAX LOT `� -.. •�s,w'• •• �'�IL ♦ III / 3900 ...6. STREET TREES SHALL BE PLANTED NO CLOSER THAN 20'O.C.FROM ANY OTHER NEWLY PLANTED OR /R W N -� 2008 ±4,692 SF • _1 r_. .. - -- I -TAX MAP EXISTING TREE,2 1/7 FROM ANY HARD SURFACE PAVING,4'O.C.FROM ANY FIRE HYDRANT,.UTILITY BOX, v J e . . .. .. '• I fy� 4 ! Li o sn 1 1095' iT I. », - -YELLOWWOOD(TVP) ♦ � - :� 1- \ 6 a 2S 1 12CB OR UTILITY POLE,2'O.C.FROM ANY UNDERGROUND UTILITY,10'O.C.FROM A STREET LIGHT STANDARD,AND TAX LOT ♦ - :i I 20'FROM A STREET RIGHT-OF-WAY CONNER. FIELD ADJUST AS NECESSARY TO MAINTAIN MINIMUM Q r ' - ; -14600 ', p. 10 _ i 1052 1051 1050 " 1063'_1082 _1081 1080 1079 -` DISTANCES. ±2 865 SF I � v, I , TAX MAP _ -.. .054' � - 1- - _� /T_-__ _�- -_ -_1078\ . : 1094N ++ .I 2S 1 HDA 1031 • 42 55 56 I II 7.:Rff6t ALSO TO SUPPLEMENTAL ARBORIST.REPORT. 2 1036 41 ±3,092 SF .73,959 SFSW SC I LOOP3,266 SF 1077 18 /I iii 110942 V W ±4,570 SF / \ T \ 14,002 SF .� / �I \ A INDIVIDUAL HOMEOWNERS ARE RESPONSIBLE FOR IRRIGAING TREES FRONTING LOTS. STREET TREES AND ch _ ___ 2009 I a 14,515 SF 1 \1� - _ _ - - LAWN ALONG TRACT'A'FRONTAGE STALL 1E IRRIGATED BY MEANS OF A PERMANENT AUIOMATCMI) O O _ t \ UNDERGROUND IRRIGATION SYSTEM IRRGAACN SYSTEM SHALL BE DESG-WILD'BY E LANDSCAPE - W TAX LOT : 1 1076 _ CONTRACTOR. COORDINATE POINT OF CONNECTION,DOUBLE CHECK VALVE ASSEMBLY(DCVA),AND ANY LL O � •. '� 1016 V I i 14500 '� I 43 1 54 57 t I .I' - NECESSARY SLEEVING WITH OWNER AND GENERAL CONTRACTOR. 3 CL TAX MAP _.±3,140 SF .3,399 SF- ±3,330 SF W ASH SHFORD. W 1 2S 1 11DA I I 1049 1056 TRE TSE I -- 9: STREET TREES ARE REQUIRED TO HAVE A MINIMUM OF 500 CUBO FEET OF AVAILABLE SOL VOLUME Z r - `i 0 I I 40 1075 -w^T :: 1 % w, ASSUMING 3'MINIMUM DEPTH AND 5'WIDE PLANTING STRIP. WHERE PLANTING AREA IS LESS THAN 500 Lu U) ±5,014 SF ±4,500 SF " 1 e I -- CUBIC FEET LE.PLANTING BED IS LESS THAN 34'BY 5'WIDE BY 3'DEEP A COVERED°CLOSED SOIL ROOT ... $TREEi U) .10351034 ,033 1032 i , '^ 1 ; S O N •'1 169__ O 1037- 24 W 3 3 - 58 1074 .. .Ili I ^- PATH"SHALL BE USED UNDER THE SIDEWALK 0 OPEN UP AVAILABLE SOIL VOLUME MINIMUM WIDTH 13,240 SF - 1�8 Z 13,330 SF - ±3,330 S 1_015__ _ N CLOSED SOIL AREAS TO BE 3 FEET WIDE BY 3'DEEP. REFER TO APPENDIX 11 EXAMPLESOIL VOLUME OU ! ' - \ / CALCULATION-STREET TREE NTH ROOT PATH IN TIGARD'S URBAN FORESTRY MANUAL CONTRACTOR '� �/ ( .(� 19 , ii ! 110908 SHALL BE REQUIRED TO 1ERIFY AVAILABLE SOL VOLUME IN THE FIELD AND MAKE FIELD ADJUSTMENTS AS \� 39 - 45 I ' ( O 52 59 1073 ±3,717 SF ' ,I I NECESSARY TO MEET MINIMUM REOUIREMQNTS > - -- -ca -- - co ±4,500 SF .3,240 SF :: `. 7058 O 73,330 SF' ±3,330 SF I I ii I 10. PLANTING SOILS AND PLACEMENT FOR STREET TREES REFER TO SECTION 12 AND APPENDIXES(I.E. iHM10--1001-"'^'1002--1003 w+, I _ j ?r. ' _ APPENDIX 17 OF TGARD'S URBAN FORESTRY MANUAL REMOVAL,STORING AND AMENDED SOLS FOR .-.. _„ ( 20- 9 I 1�R It > 4 TAX LOT - PLANAR AREAS BLENDED SOL PLACEMENT AND COMPACTIONS COVERED SOL MATERIALS;COVERED SOL F _ A 1060 p° _ _ 1 :a ±2,764 SF _ Ili m I MIXING PROCEDURES:AND COVERED SOIL PLACEMENT SHALL CONFORM TO CITY OF TIGARD STANDARDS W W Q 3800 46 I £ m 51 60 <I TAX MAP FINISH GRADE OF PLANING BEDS SHALL CONFORM TO THE APPROVED GRADING PLANS AND ACCOMMODATE T y 10101 STREET \ e :, .3,240 S 101 .. 1061. Q.3,330 SF ±3,330 SF 1072 - {I I� J I 2S 1 12CB MULCH APPUCATON.I SEEDED AREAS SHALL BE SMOOTHED,THOROUGHLY WATER SETTLED,AND AT OPTIMUM TAX LOT - i 36 I `38 - 11 MOISTUREPRIOR TO MG APPLICATION.LEVELS SEED APPUC ±4,500 S ±2,751 S - = .1. 14400 ±5,109 SF I • 1039 YELLOWWOO)�) - 1071 I 1091 iIi 3 I . STREET TREES STALL BE MAINTAINED IN A MANNER CONSISTENT WITH TREE CARE INDUSTRY STANDARDS o TAX MAP :1. - (ANSI A300. TREES SHALL NOT BE PRUNED IN SUCH A WAY AS TO CAUSE DAMAGE TO THE STRUCTURAL 2S 1 11DA ' 47 I -� 1 50 61 P ' N SEE SHEET CI61 CANOPY OFTHETREE OR IN A WAY THAT CAUSES THEM TO BECOME HAZARD TREES AS DEFINED IN F� ±3,240 SF 1062 ±3,330 SF .3,330 SF 1090'i 2000 „.„ ( '1 YALOWWOOD TYP 1070 ;� 22 5 1 I� FOR STREET CHAPTER 8.02 OF THE IGARD MUNICIPAL CODE STREET TREES STALL BE MAINTAINED IN A MANNER THAT - _.I f '.- 12,739 SF I 1 Ii „{1>�BAS G SW. DOES NOT IMPEDE PUBLIC STREET OR SIDEWALL TRAFFIC CONSISTENT WITH.THE URBAN FORESTRY MANUAL I 1063 / 1089 ii INCLUDING: 35 Hoa 37 1o6a ,y J 6 111 rax LOT 8'OF CLEARANCE ABOVE PUBLIC SIDEWALKS ±4,728 SF ±4,515 BE 48 49 62 23 III - � � I �� 1400 � . 13'OF CLEARANCE ABOVE PUBLIC LOCAL AND NEIGHBORHOOD STREETS X1041- 1043 1044 1045 1046t3,558 SF / .3,658 SF ±3,266 SF' j ±2,738 SF iIi If ITAX MAP 15'OF CLEARANCE ABOVE PUBLIC COLLECTOR STREETS TAX LOT - - . 1042 MIDT-LOOF 104 1064 1165 1066 1067 1068- i i I 1S 1 12CB .. 18'OF CLEARANCE ABOVE PUBLIC ARTERIAL STREETS - ...14300 - 1.. REFER TO SHEET C161 FOR STREET TREES AL HALL BOULEVARD. TAX MAP 2001 _ I( - \./ 24 1097i1i I' II I 1 DING SW 2S 1 HDA ..'` _ i•• w -_ "" ..� -� �J - - ri 12,980 SF - \ 34 � T . ( i ±4.722 SF E--i -----_ _ �� ....,. ' _ > 1014 1086TH 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 s 2002 r - - - r - - -rr --- rr - - r r - rr ---T II, - TAX LOT 3'WIDE COVER YEl10WW00D(TVP) 101; 1 10000 W SOIL'PATH'(TYP) LAWN(TRACT'A'FRONTAGE ONLY) �Ii TAX MAP - - W Ni zs I Izec 713,6 sF s.32 S 31 30 29 28 27 26 25 sTORMRWAATER Aa Tv :TAX LOT ±4,755 SF ±4,746 SF 14,746 S f 4,746 SF ±4,746 SF ±4,746 SF ±4,841 SF ±21,167 SF .14200 (STORMWATER FACILITY PLANTINGS REFER TO SHEET 0210) .1 RUBBER HOSE AROUND TRUNK TAX MAP 2003 2004 - - iIi ' - OR APPROVED TIE Lu .2S 1 11DA 72 GAUGE GALVANIZED WIRE W _ - . - _ . 2 PRESSURE AHED STA14=5 EE, cc -. ____ _ _____ _...__ _ ._._ ___. ------------ _ ______ ______ _ T0685__ _ _ _ __ __ --------- D636 ______i_ _.____ I_ _m _ SET PARALLEL TO SIDEWALK AND(S1REEf O 10636 10635 10688 10687 10686 - 10684 10682 0681 TAX LOT ' _181733- D732-- - -IIS s - -TAX LOT ,TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT 10683 15900 TAX LOT TAX LOT 8 ' SW LAN TREE- - 18°DEEP X 10' 3"DEEP X S DIA MULCH RING (n 3000 1520015300 TAX LOT 16100 5 - - ---- k LONG ROOT BARRIER 1510p 15400 15700 TAX MAP _ R _w^r- _� TAX MAP 1600 (DO NOT COVER ROOT Fl.AgR) ..RAX MAP TAX MAP 'TAX MAP !TAX MAP - TAX MAP TAX MAP 15800 2S 1 1100 TAX MAP 2S 1 1100 - i (BOTH SIDES) LAWN NITRE APPLICABLE 2S 1 1IDD 2S 1 11DD 2S 1 i1DD 2S 1 iiDD 2S 1 11DD 2S 1 11DD TAX MAP 2S 1 HDD 2S 11IDD SIDEWALK ..• CURB AND STET STREET AND SITE TREES PLANT SCHEDULE LEGEND ° ° 11il_II ° ORES. BOTANICAL NAME COMMON NAME CONDITION SIZE SPAGNG REMARKS - - - - 18°DEEP X 10'LONG ROOT BARRIER BOTH SIDES SYMBOL ____ .:__ ............. -_ _._.. _..____ ___-._ 6 4° ° ° APPROXIMATE CLOSED SOIL VOLUME AREA MINIMUM 3'WDE BY 3'DEEP 'S' I- °°° ° ° ) oEsrarEfl BY. KAH PEEL BACK TOP 1/3 - (REFER TO NOTES 9 AND 10 THIS SHEET) - a _I ill .III l o° OF BURLAP(MINIMUM) aeaxN BY. KAH 84 CLADRASTS KEN7UKEA"YELLOWWOOD B&B 2"CAL AS SHOWN STREET TREE - SCALE 1" = 40 FEET $v -� I I l°moo CHECKED BY: BRB THE PROPORTIONS OF COVERED SOIL MATERIALS SHALL BE AS FOLLOWS OR AS _ .ANGLE SIDES OF PLANTING p5 NOTED FRAXINUS OXYCARPA RECOMMENDEDINAPPENDIX 17 OF TIGARD'S URBAN FORESTRY MANUAL - - '`'''`°`�`�` HOLE TO MAINTAIN STABILITY _O 18 'RAYWOOD' - RAYWDOD ASH B&B 2°CAL AS SHOWN STREET TREE MERE DISCREPANCIES OCCUR,THE URBAN FORESTRY MANUAL OR OTHER ao o is za az ao - _ DATF-11/15/2016 TIGARD STANDARDS SHALL PREVAIL - H MATERIAL AMT FOR 1 CY AMT FOR 4.6 CY OPEN SOL VOLUME 10 QUERCUS GARRYANA OREGON NIUE OAK B&B 11/2'CAL. AS SHOWN SITE TREE _ CRUSHED ROCK( 23.2 CF 4 BY CLOSED SOIL VOLUME'ROOT PAIR" COMPACTED TOP SOIL � TOPSOIL 5.9 CF 1 CY UNDER SIDEWALK IF REWIRED(REFER / RI TIGARDS URBAN FORESTRY 3'O.C.FROM BACK STREET FRONTAGE 4,387.LINEAR FEET/40=110 STREET TREES REWIRED' SOIL BINDER 13.7 OZ .4 LBS �.�t PROPOSED TOTAL STREET TREES(INCLUDING STREET TREES ALONG SW HALL BLVD SHOWN ON SHEET C161Y.102 WATER 1.6 GAL 46 GAL MANUAL APPENDICES 11 AND 17 OF SIDEWALK MINIMUM A4JWL GON :8 STREET TREES ARE PROPOSED TO PAY'IN-LIEU'OF FEE T E 6/13 THE TARGET MOISTURE CONTENT IS 207.BY WEIGHT OF THE TOPSOIL WEIGHT. THE ABOVE WATER CONTENT ASSUME THE TOP Is DRY. HE AMOUNT of 1 TYPICAL STREET TREE PLANTING DETAIL APPROX. LAWN SEED MIX:SUNMARK SEEDS NORTHWEST SUPREME LAWN MIX OR APPROVED EQUAL APPLY AT A RATE WATER THAT WILL NEED TO BE ADDED WILL BE DEPENDENT ON THE MOISTURE 324 S OF 8 LBS PER 1,000 SQUARE FEET OR AS RECOMMENDED BY SUPPLIER. CONTENT OF THE RAW MATERIALS AND SHALL BE DETERMINED DURING MIXING. C118 NTS REMSIMS NOTES: SEED MIX COMPOSITION BY WEIGHT:DASHER 3 PERENNIAL RYEGRAS(LOLIUM PERENNE VAR DASHER 3)35X; - - 1. DRIVE STAKES OUTSIDE OF ROOTBALL PARALLEL TO STREET AND SIDEWALK. - CUTTER II PERENNIAL RYEGRASS(LOUUM PERENNE VAR CUTTER 11)35X;GARNET CREEPING FESCUE(FESTUCA AS-BUILT DISCLAIMER: Z. SET TREE 3°ABOVE FINISH GRADE TO ALLOW FOR SETTLING OF SOL AND BARK MULCH APPLICATION. FINISH GRADE OF SOL/BARK MULCH RUBRA VAR.GARNET)157;LANDWARD CHEWINGS FESCUE(FESTUCA RUBRA SPP FALEAX VAR.WINDWARD)15X. AS-BUILT INFORMATION IS BASED ON A COMBINATION OF SHALL NOT COVER NATURAL ROOT FLARE KEEP MULCH A MINIMUM OF 2°FROM BARK OF TREE. 3. PROVIDE AN 18°DEEP BY 10'LOG ROOT BARRIER DIRECTLY NEXT TO AND SLIGHTLY BELOW LEVEL OF SIDEWALK WHERE TREES ARE WITHIN 5' JOB NUMBER FIELD SURVEY INFORMATION, SPOT INSPECTION OF HARDSCAPING(CURBS SIDEWALKS,DRIVES,ETC).CENTER BARRIER ON TREE TRUNK. ROOT BARRIER STALL BE DEEP ROOT UB 18-2 ROOT 3876 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. BARRIER PANELS OR OTHER APPROVED EQUAL INSTALL PER MANUFACTUER'S RECOMENDATIONS. 4. SOL MIX FOR TREE PLANTING TO BE 1/3 ORGANIC MATERIALS,1/3 TOPSOIL,AND 1/3 SANDY LOAM OR AS APPROVED BY THE CITY OF TIGARD. SHEET THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD - - 5. REMOVE ALL TURES,METAL BASKETS,TWINE,AND OTHER MON-eIODEGRAOABLE MATERIALS FROM EDIT RooTBALL PRIOR To PLANTING. BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. - 6. CONTRACTOR SHALL WATER-SETRE PLANING HOLES TO REMOVE AIR POCKETS PRIOR TO SPREADING MULCH. C118 ED W Yr LUMINAIRE SCHEDULE >w 't SYMBOL QUANTITY I LABEL I TOTAL LAMP LUMENS LUMINAIRE WATTS LLF DESCRIPTION =r 2 EX LP 9500 DOW 0720 EXISTING G TO AND COUNTRY LUMINAIRE,16'M.. .. to U i \ -1 1 N_WN _ H BETA(CREE)LED(BRONZE) 30'DIRECT-BURIED BRONZE 14 LP 2 4,550 53W 0.850 FIBERGLASS POLE 25'M H 8'MAST ARM ¢ 8 ( - BETA(CREE)LED(BRONZE),30'DIRECT-BURIED BRONZE Z a 00 8+00 9+00 10+00 11+00 - 12+00 -13+00 Z # 2 LP-3 6,079 66W 0.850 ¢ SL. � _ -I-_ _+ i NOTE, FIBERGLASS PO(E,25'M.H..8'MAST ARM � aQ W BELLFLOWER STREET _ _ M.N.IS ABOVE ROAD GRADE -----------------------------------__ -� - 1+1 xLIGHT LEVEL SUMMARY a 3 2/ Z � � i J -i ROADWAY CLASSIFICATION CALC TYPE I AVERAGE MAXIMUM MINIMUM AVG IN MAX MIN �2 e Z X LOT TAX LOT TAX LOT TAX LOT POLE 8 t I TAX LOT TAX LOT TAX LOT - -- �-'� TAX LOT 3700 ) TARGET 2 0.4 FC AVE fR,`.,$ 2} 6800 6700 6600 6500 1p 1 I 4100 4000 TAX LOT N A _ 2 0.1 FC S 6:1 AVE IN N A m o r 3900 TAX MAP 2S 1 11DA SW SCHMIDT LOOP LOCAL ILLUMINANCE w¢ ( ) 3800 ACHIEVED 0.5 FC 1.6 FC 0.1 fC 5:1 16.0:1 £w TAX MAP TAX MAP TAX MAP TAX MAP TAX MAP TAX MAP TAX MAP --- i"g , Z In I 2S 1 11DA TAX MAP I TARGET 2 0.4 FC AVE N A 2 0.1 FC S 6:1 AVE IN N A w F' w 2S 1 11DA 2S 1 11DA 2S 1 11DA 2S 1 11DA I i 2S 1 110A 2S 1 11DA 2S 1 11DA SW APPLEWOOD LANE LOCAL ILLUMINANCE ACHIEVED 0.5 FC 1.3 FC 0.1 FC 5:1 13.0:1 mak'<�ix a Z p ° APPLEWOOD PARK, 1 - TAROT 2 0.4 FC AVE N/A 2 01 FC S 61 AVE IN N A NO.2 SUBDINSON SW ASHFORD STREET LOCAL ILLUMINANCE /M -1- --- _ ¢- ACHIEVED 0.6 FC 1.0 FC .01 FC_ 6:1 10.01 - Q 'os 3roz TARGET 2 0.4 FC AVE N A >01 FC S 6:1 AVE IN N/A Z SW ASHFORD STREET(EXT) LOCAL ILLUMINANCE 'o3'3'Uz �. I ACHIEVED 0.6 FC 1.2 FC 0.2 FC 3:1 6.0:1 O m P 14 - I SW ASHFORD STREET _- ----TARGET 2 0.8 FC AVE N A 2 0.1 FC S 4:1 AVE/MIN N A u, 6 'c3 a'oa 1 SW SCHMIDT LOOP(WEST) LOCAL/LOCAL INTERSECTION ILLUMINANCE ACHIEVED 0.8 FC 1.3 FC 0.2 FC 4:1 TO:1 :rI W� 'D3 i 5.os I - SW APPLEWOOD LANE _ TARGET 2 0.6 FC AVE N/A 2 0.1 FC S CA AVE/MIN N/A .LOCAL OCAL INTERSECTION ILLUMINANCE 4 6 7 8 I az 6'OB 1 9 1Q 11 12 SW SCHMIDT LOOP(SOUTH) ACHIEVED OS FC 2 FC 0.3 FC 3:1 4.R1 V j 5 1 'a3 d6 0 1 1 13 I SW ASHFORD STREET(EXT)- TARGET 2 0.8.FC AVE N A 2 0.1 FC Z N 1 :, -_- _ S 4:1 AVE IN NLA SW SCHMIDT LOOP EAS i LOCAL/LOCAL INTERSECTION ILLUMINANCE -- ( T) ACHIE4ED 0.9 FC .1.9 FC 02 FC 3:1 6.0:1 � a 'a3 0 0 SW APPLEWOOo LANE- - TARGET 2 0.8 FC AVE 1 I LOCAL LOCAL INTERSECTION ILLUMINANCE t-- N/A 2 01 FC S 4:1 AVE IN N A U aa°W9a ,` \POLL 7 15 SW SCHMIDT LOOP(NOtTH) / ACHIEVED 0.8 FC 1.4 FC 0.2 FC 4:1 7.0:1 m _� - _ - - _ _ _ _ 03 09 ,.3 . \(�-3)_ - - SV�SCHMI T LOOP NO GET=AASHTO ROADWAY LIGHTING DESIGN GUIDE TABLE o ch O � � 1�10 ACHIEVEDR Y 3-5a(2005) 'G \ 16. =DESIGN VALUE na'Fs oa'oa'9'EG ,2 - / o o oa o+b; 06 �4+0P 1 QD vz 02•02•oz 03 0. 'o]'09 03 06'o4Voz 02 0., 'oi o o *01 •o; 1 GENERAL NOTES: Q 9 3 PNRV ` 0.2 G3'0. J6 =9F'ffr'1'f" n 'o '06 a a-{62 _3'I1 G i t O8'0.5 L \ ' 83'6''-dT'0.4 SS�b'0]t0 0 0.] 05 04 0.2 OL 1 '01 '0+ Lo • •k� ,. POLE (GTY 6 RGARD JURISDICTION J I'VISON / <` .�F 23100 •La'12 10 11 L0 Io os'F5'o?• 9h,-o 3."�L.a9. „F_.Q o'0. •0' b2 oz a3' o] 09'0 1 GHT PO E LOCA ON TABLE ALL MATERIAL AND WORK Z+•. � MANSHIP SHALL CONFORM WITH P.G.E.OPTION"A'SPECIFICATIONS. T' 1.3 10 8 08 06 O.a O� 7 1 ) POLE N0. STATION AND OFFSET' STREET POLE TYPE ALL MATERIALS AND INSTALLATION SHALL BE APPROVED BY P.G.E. W ......... , 'E.�0.1 'oa O O POLE 5 POLE 6 05' 'os'o POLE 9 °� yx 2 10+7139 24A0'R_„_- SW ASHFORD STREET LP-2 _ z •0�'_ - (IP-2)- - - -(lPF THE NA -3) \ -. •0.3, /T -- -(LP-2) - - - \ , 'aJ\'o5'cs .; 3 ,21+21 33(17.00'R1 SW SCHMIDT LOOP- LP-2 Z ELECTRICATLIMANUCAL ACNRERSIPMENT SAASSOCIATIONLL R NEMAM TO TMAND 1FiE UNDERWRITERS E CURRENT STANDARDS OLABRATORIES,TONAL N 42 '1. b"p`k1 •y_ 55 56 •03 7'a9 b POLE 10 I 4 :21+70.45(17.00'R SW SCHMIDT LOOP LP-2 ( ) cn MM 2 I „y i / `41 , \ a 1P_2 / - - (U.L.). WHEREVER APPLICABLE. IN ADDITION TO THE REQUIREMENTS OF THE PLANS,STANDARD W t -., „s' ( ) 18 5 22+92.96 17.OYR SW SCHMIDT LOOP LP-2 SPECIFICATIONS,AND THE SPECIAL PROVISIONS,ALL MATERIALS AND WORKMANSHIP SHALL gos `Yo 7 ) F1 @3 a. \ X \ POLE 1) �/ / SW SCHMIDT LOOP_ LP-3 CONFORM TO THE CURRENT REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE(NEC)THE F > ,^ 0' POLE 4 1 o`n�s �gl_ 09 (LP-2 - _ NATIONAL STANDARDS 6 23+9461 17.00'R 11: ' 1 0 5 7 10+80 71 24.00' SW APPLEWOOD LA -,___ LP 3 NATIONAL ELECTRICAL SAFETY CODE,STANDARDS OF THE AMERICAN N V/ �• (LP 2) ) o� - o 1.2'Llk`„ .- 9 11++2407(17.00) SW SCHMIDT LOOP NE LP-2 INSTITUTE(ANSI),AND ANY LOCAL ORDINANCES WHICH MAY APPLY. os 1z uF_:, Q'3 1 1 IjQ j7 - ;, 10 12+88.43 17.00E SW SCHMIDT LOOP LP-2 I I o],o] 9 as ,.3 1a 19 70 - - - - - -_(-J 3 NO UTILITY INFRASTRUCTURE IS TO BE LOCATED WITHIN ONE FOOT OF A SURVEY MONUMENT M os'12 ,;," 1 1 '0.9 o a 1 o ac'0 a'2+00 a 11 1+41.07 17.00'L) SW ASHFORD STREET(EXT) LP-2 W W I I ,I I 09 tc9 POLE 16 o i_1_ 1. 1.11 _I_ LOCATION SHOWN ON THE SUBDINSION PLAT PER ORS 92.044(7) Q ((�� I""" oe M I 40 oa 4io'o' LP-2) cs,o.z t 1z 1.4 o3 6€as o4- 12 3+99.39(17.00'R) SW SCHMIDT LOOP LP-2 $W A$1#FORD Y 13 5+49.06(17.OD'R) SW SCHMIDT LOOP LP-2 _ 4. COORDINATE WORK WITH LORRAINE KATZ'NTH PGE AT(503)672-5484 TO DETERMINE POWER os(os' I as 0.5'06 0 bs 14 16+38.26 07AD'R SW SCHMIDT LOOP LP-2 SOURCE FOR THE STREET UGHTS. STREET 144 Ylo 53 58 - Q > " �--POLE 3 W } >r`" 15 13+9511 77.00'L SW APPLEWOOD LANE LP-2 ''^^ - - (�2) as s t I a oa of r ( ) V/ Z W _ _V o T `� 16 72+25.41(17.00'L) SW APPLEWOOD LANE LP-2 3•oa , 03 G as 05 0 /STREE IE o]'os - - -T 17 17+80.46(170 R) SW SCHMIDT LOOP LP-2 02�oa a I 19 l STREET LIGHTING NOTES: p ; \ 18 19+5639(17.00'R) SW SCHMIDT LOOP LP-2 4 •o- 39 45 I oz IIo3 0' O 52 F 59 I o9 os•.. NOTE (CITY OF TIGARD JURISDICTION) I[�0 1PITOOo' I 01 roz'w Q POLE 12 k G]I 05 ?�. POWER SOURCE LOCATIONS TO BE DETERMINED BY PGE.ALL LIGHT POLE 1. PROPOSED UGH)POLES SHALL BE PGE APPROVED BRONZE 2-PIECE SMOOTH FINISH COMPOSITE 9,'os �e 1 l -- M+,bl I (LP-2) �1a+10 POWER SOURCES MUST BE VERIFIED VA1H PCS PLANS.CHANGES IN POWER DIRECT-BURIED POLES W11H 25-FOOT MOUNTING HEIGHT. _� •oT / J 20 SOURCE LOCATIONS WILL REQUIRE AS-BUILT DRAWINGS. y_ a a E o8l 09 6 gFFSET MEASURED FROM ROADWAY CENTERLINE TO CENTER OF POLE PGE APPROVED SNB PIECES: 46 4 O_ 51 60 POLE 1 POLE 2y \ I of ro o/ I Q 081 p1', SHAKESPEARE BH53099N3BL9901(39357) Z os 0,F„ - oa Os'q CMT 25-SNB-UP(39371) (EX tP-1) (LP 2) 38 of oz 0} 21 I a Fr dot 11 I 1 ( oz�03 oz 1 t d osl oa'. PGE APPROVED TOP PIECES: . J^ o.t 1m1 c I oz�a Op 50 61 I 0 03' SHAKESPEARE BHT3099S5BL9901(39358)(CU 1111) 1..� 0.1 a1 t 47 CMT MDS30-F-100-S2-HS-PC-NP-1B-22(39372)(CU 1112) 03 f o s'o S . ;, a 22 2.MAST ARMS SHALL BE PGE APPROVED 8"BRONZE TENON-MOUNT SME V oa as'0 01 01 35 02 $2 ,' V m o1 Z 37 I o]Io] oyy$ I I F, LOTY I Lott PGE APPROVED MAST ARMS PIECES, _ ' \ POLE 18 FOLE 17 / • ,o lI c 08 POLE 15 49 62 / +o$o/¢'01 23 PGE HOUSE SHAKESPEARE OPAR-3T-0.7-BZ L� - (LP-2) / '° 1 '(LP-2) POLE 14 POLE 13 / ?'c]Ca'oa', SERVICE VALMONT 1HT90H30B(PWD DARK BRONZE) r $. (LP-2) -_ - _ _ _ _ _/49 12 a0 F \- - _ LP-2 - - - _ is / PEDESTAL W jy. ( ) (LP 2) =Fa'ae'oa'03 I - - - R/W 3.JUNCTION BOXES SHALL BE PGE APPROVED SPLICE BOXES. T _ _ _ _ _ r yy 'Q] 0] 05'03 I o] 09'12 i ,.z 1.1 'F 5 6-" .�`. 24 I PC{APPROVED JUNCTION BOXES ARE. OD 7 0 1NQ�a'a5 06'09'08'0) 0] gflo18•09•11 0.8�0'0� OS 0 / NEWBASS FCA132418T-00043 34 cF-oa--r- + c c- -+F j�9��' -,see a r-U1_r-OT-771f-177Ta O�-W'fi o-a a F9 oe ,.o ,o o.] o,,'` / QUAZITE A4213241BA017 J 1,� , 'Fz 0 Us o=,� 94' oe 6 06 es'os 74 oa 0 0 y UTILITY VAULT -S1324HBBOA UO FL-30-18(BOX) _ _ A P ,X �.' 4P ,5¢Sib iatuas ]=9&s3 , ,_ _ ' , v °t 'T NT s,;. ARMORCAST A6001946TAX18-PGE r uGHr FlxiuRE-TYPICAL HIGHLINE CHA132418HE1 _ -- -s v - i SCHEDULE 40 PVC IF RUN UNDER 100' - - - - - - - Y - - - - -- - - - - - SCHEDULE 40 PVC IF RUN ovER too' 4.LUMINAIRES SHALL BE PGE APPROVED 53 WATT OR 66 WATT LED,BRONZE BETA(CREE)FIXTURES WITH W HOUSE SIDE SHIELD. fYi rI PC£APPROVED LUMINAIRES ARE 1L�L / B \TYPICAL LIGHT POLE CONNECTION 33 32 TRACT,A, 53W MET LED STR-LWY 2M-HT-03 E-UL-BZ-525 40K-R-UTE-SPX N/ 31 30 29 28 27 26 25 STORMWATER FACILITY SL2 TO HOUSE PEDESTAL ON DIFFERENT N.Ts. 66W BETA(CREE)IED STR-LWY-2M-HT-04-E-UL-BZ-525-40K-R-UTL-SPX LOT LINE 5.THE PHOTO CONTROL SHALL BE PGE APPROVED STANDARD TWISTLOCK,ELECTRONIC,105 TO 300 VOLT CONTROL - - -. - - --- - - - - -- - - - - -- - - - - - - - - - - - I PGAECUITYR RANDP(DTL) F.0124-10.5-1704 LOT X I LOT Y DESIGNED BY: MTS ______________ _._.____ _____ -------- ___ ____ ---------------------- --------------------- _.______ _______ _ _____. __--_ _-__ _ ____ _ __ __ 1"SCHEDULE ao PVC 6.THE WIRING FROM THE SPLICE BOX TO THE LUMINAIRE SHALL BE PGE APPROVED f10AWG,600-VOLT. _-<... - .-«'- I Rnn, TYPE THHN. OkaxN BY, MK PGE HOUSE CHECKED BY: PC MILLMONT PARK ` SERVICE PEDESTAL FOR 240-VOLTAPPLICATIONS.THE PGE WIRING CONFIGURATION IS T TAX LOT -( TAX LOT TP.X LOT TAX LOT SUBDIVISION ..15100 15200 -15300 15400 TAX LOT TAX LOT TAX LOT . TAX LOT BLACK AND RED(HOT) DAZE: AS NOTED TAX MAP - TAX MAP TAX MAP -TAX MAP 'TAX LOT 15700 15800 15900 ( 1600 TAX LOT GREEN(GROUND) DATE:11/15/2p0p1,6t�. 25 1 1LDD - 1 2S 1 LIDO 2S 1 11DD 2S 1 LIDD - 15500 \ TAX MAP TAX MAP TAX MAP TAX MAP 16100 TAX MAP 2S 1 11DD 2S 1 TIDO 2S 1 TIDO 2S 1 TIDO TAX MAP 2S 1 110D / TAX LOT 25 1 TIDO /76. / 15600 LIGHT FIXTURE-TYPICAL TA MAP ------ - -------- --*------ C TYPICAL LIGHT POLE CONNECTION SL2 TO HOUSE PEDESTAL ON SAME N.T.S. CHR ISS P LOT LINE ' RENEWAL GATE:12/31/17 . - REMSIONS AS-BUILT DISCLAIMER: SCALE 1" = 40 FEET AS-BUILT INFORMATION IS BASED ON A COMBINATION OF JOB NUMBER FIELD SURVEY INFORMATION, SPOT INSPECTION 40 0 16 24 32 40 3876 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD SHEET BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 0119 0 w AS-BUICF DISCLAIMER: } AS-BUILT INFORMATION IS BASED ON A COMBINATION OF >W FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. HERITAGE C y¢ THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD w BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. °z_0. SW HALL BLVD (BEAVERTON-TUALATIN HWY, OR-141 ) JZ � d J ODOT RIGHT-OF-WAY CONSTRUCTION PLANS 11 , GENERAL STREET CONSTRUCTION NOTES �NsFoqa(Lou y �o"3 z 1.All STREET WORK AND MATERIALS SHALL CONFORM WITH THESE PIANS AND THE APPLICABLE REQUIREMENTS OF ODOT/APWA 2015 OREGON STANDARD SPECIFICATIONS '-`FR "f w u FOR CONSTRUCTION. Y 2.EARTHWORK FILLS SHALL BE PLACED ON AREAS STRIPPED OF ALL ORGANIC MATERIALS IN LIFTS NOT TO EXCEED 8-INCHES IN DEPTH AND EACH LAYER SHALL BE 1 S H E ET INDEX SEPARATELY AND THOROUGHLY COMPACTED.FILL MATERIALS SHAH BE PLACED WITHIN 2%OF THE OPTIMUM MOISTURE(95%COMPACTION AASHTO T-180 ASTM D-1557) O /\ AND ACCORDING TO OSSC SECTION 330.42.CONTRACTOR SHALL SUBMIT TEST RESULTS TO THE ENGINEER. V ___ _ --SW BSTREET ER _ _ _.--_-_ I I j _. .._ 3.7RFlJCE BACKFILL WITHIN THE RlGlif-(IF-WAY AND UNDER PAVED OR CONCRETE SU ACES:AFTER THE CONTRACTOR HAS BACKFILLED THE PIPE ZONE OF THE TRENCH w (4! _ _ C150 - SW HALL BLVD CONTRUCTION COVER SHEET AND STREET SECTION AS REQUIRED,THE CONTRACTOR SHALL THEN BACKFILL THE TRENCH IN ONE F00T(1')LAYERS,MECHANICALLY COMPACTING EACH AYER TO 95X IN SIRELZS AND 85X IN J 11 Ta-1.0-T ! TAX Loi TAX mT AXT�wT Tax Lor _O TAX LOT TAX DpT TAX Lor >•ax Lm- TAx Lor 3710THER AREAS PER PASHTO T-180 ASTM D-1557.IN PLACE DENSITY SHALL BE DETERMINED PER PASHTO T-191,T-205,OR T-238.RPE BEDDING AND TRENCH BACKFILL Z � smo' Pero 6700 I Bmo 6500 3h amp TAX Mw 25 7 ClC1 51 - SW HALL BLVD PLAN AND PROFILE SHALL BE 3/4°-0°CRUSHED ROCK PER OSSC SECTION 2630.ANY SUBSEQUENT SETTLEMENT OF THE TRENCH OR DITCH DURING THE GUARANTEE PERIOD SHALL BE O N w 4100 gppp 3900 TAX MPP TRX MRP rax MAP Tax LNP TAx MaP w rAx MAP rax atop TAx MM Odor sTAtIDM CONSIDERED TO BE THE RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE DISTRICT OR THE 25,NIDA; 25+++DA'251++DPI 2S,„D, 26+,IW al> 25"'� 2S I llq 22"'Dau"; ,� "°" ^ tON+892+ ' C152 - SW HALL BLVD - SW ASHFORD ST (EXT) CURB RETURN PLAN AND PROFILE OWNER. v� LO -TAX LOT76, Q¢ PER 000T P CT z '^ wwwWwww 148MI 3 14 I FILE 2ov 35 C153 - SW HALL BLVD STREET CONSTRUCTION DETAILS 4.THE SUBGRADE SHALL BE FIRM,COMPOW CUT(APPROVED BY THE GEOTECHNICAL ENGINEER)OR FILL COMPACTED AND TESTED TO 95%OF PASHTO T-180(ASTM (n; r TAX MAP '^ z 25"'°" 7 3 ' '° 12 13 C154 - SW HALL BLVD STREET CONSTRUCTION DETAILS D-'557). O v/Oo 5.SAWCUT STRAIGHT LINES TO MEET EXISTING PAVEMENT WITH NEW PAVEMENT.SAND AND SEAL JOINTS.TAX W _ - 15 TP3 LOT-- 39w C155 - SW HALL BLVD STREET STRIPING PLAN Q C2S 1+IDA SW SCHMIDT LOOP 16 iAz Mw 6.CONTRACTOR SHALL NOTIFY THE ENGINEER AND CI Y WHEN SUBGRADE IS COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURSTAY LOT. - � 12S 1 7206 C156 - SW HALL BLVD STREET STRIPING DETAILS PRIOR TO FINAL PAVING FOR AN INSPECTION OF THE WORK.FAILURE TO DO SO MLL MAKE ANY SUBGRADE FAILURE OR DRAINAGE PROBLEMS THE RESPONSIBILITY OFTHE_ 17 CONTRACTOR. vTAX - 42 -56 \ P661C157 - SW HALL BLVD STREET STRIPING DETAILS WO ozS t IIDA I 19 7.THE AGGREGATE ROAD BASE SHRLL BE COMPACTED TO 95X PER PASHTO T-180.CONTRACTOR SHALL SUBMIT TEST RESULTS TO THE ENGINEER AND CITY.T 54 57 j 1 C158 SW HALL BLVD SIGNAGE PLAN 8.CYLINDER TESTS SHALL BE PROVIDED FOR CONCRETE CURB AND GUTTER,SIDEWALK,DRIVEWAYS,ETC. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF N �� I 1Xf 43 �ASHFDRU SOUPS"FORD C159 - SW HALL BLVD STREET SIGNING DETAILS (f)m TAX Map _O I 40 STREET(E7(T) STREET- 3300 PSI IN 28 DAYS,2°TO 4°SLUMP. (2S 117DR t OI 53 se I a 19 / I.Loi C160 - SW HALL BLVD STREET SIGNING DETAILS 9.NUMBER AND LOCATION OF COMPACTION TESTS SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. Q SW ASHFORD 1 39 45 i. 52 59 3600 �-F STREET I z 20 1 TAl(+ Cl 61 - SW HALL BLVD STREET TREE PLAN 10.DRY UTILNY CONDUIT CROSSINGS ARE TO BE ELECTRICAL GRADE SCHEDULE 40 PVC OR AS SPECIFIED BY THE APPLICABLE PRIVATE UTILITY CARRIER AND SHALL BE r �_ to .rax Lor L 46 1+QI4 I 51 60 I 21 I ZS 1 1206 EXTENDED TO 8'PAST RIGHT-OF-WAY LINES WITH A MINIMUM 36"OF COVER. V n C162 SW HALL BLVD STREET LIGHTING PLAN c 0 ' 33 I I 11.STREET LIGHTING SHALL BE IN ACCORDANCE WITH THE APPROVED STREET UGHT PLAN AND PGE REQUIREMENTS.THE CONTRACTOR SHALL COORDINATE AND VERIFY 12Sai t1ioA I 47 1 yl 50 I 1 61 I 22 STREET LIGHT LOCATIONS WITH THE CITY,ODOT,AND PGE PRIOR TO PURCHASING MATERIALS AND INSTALLATION. W m Q iNf LOT -T for 35 ` 37 I 49 / + 23 1 a,F T 12.ALL MANHOLE UDS,VALVE BOXES,AND MONUMENT BOXES SHALL BE ADJUSTED TO FINISH GRADE a W �' T'Aa - 1\ - _ m ZS t 12CB 13.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL ALONG EXISTING STREETS AS REQUIRED BY THE CITY OF TIGARD,WASHINGTON COUNTY, Q SCHLOOP - -- / I zs 1 It 39 24 a AND THE OREGON DEPARTMENT OF TRANSPORTATION. MIDT SIR o FW-TJ ODOT CONTACT 14.SAWCUT STRAIGHT LINES TO MEET EXISTING PAVEMENT WITH NEW PAVEMENT.SAND AND SEAL JOINTS. TAxLOTTRACT � 15.STATIONING BASED ON CENTERLINE,UNLESS OTHERWISE NOTED. 11200 33 r 31 30 2928 27 26 25 poor STATION 1050+39.19 AREF BOZORGINA, P.E. TAx.MAP - - _ - _ PER odor PRodECT FILE zw-13s m 16.IN ADDITION TO REQUIRED COMPACTION TESTING,THE PROJECT ENGINEER REQUIRES A PROOF ROLL WITH A FULLY LOADED 10-YARD DUMP TRUCK TO CHECK Z s++k DISTRICT 2B ACCESS MANAGEMENT COORDINATOR SUBGRADE6.INCOMPACTION PRIOR TO PLACEMENT TI BASE ROCK,AT THE COMPLETION OF BASE ROCK PLACEMENT,PRIOR TO PLACEMENT OF CURB,AND PRIOR C PAVING --- THE FIRST LIFT OF ASPHALT. _ %X TAX LOT .TAX LOT�;.&.--T TAx LOT TAX LOT SW LANGTREE ODOT O I- TAX LOT TAX LOT TAX Loi TAX LOT 'TAx LOT / \ 15700 i5m0 1600 / 161mSTREET LOT r Ismo rAx IDT TAx W TAX- TAx MAP TAx MAP _ _ 9200 SE LAWNFIELD ROAD 17.THE CONTRACTOR SHALL KEEP RECORDS OF ALL CONSTRUCTION THAT DIFFERS FROM THE APPROVED PLANS AND SHALL MAINTAIN"RECORD DRAWINGS"DURING THEW15100 15300 154mMP'687, TAX ANP TAX WP TAX MPP TRX MM r TAX NAP // 15600 2S t 71 DD 1 11DD 111 W'25 1 it00,/ 2S+++DD CLACKAMAS, OR 97015 CONSTRUCTION PERIOD."RECORD DRAWINGS"SHALL BE SUBMTFIED TO THE ENGINEER AT THE END OF THE PROJECT. t\ W TAX 25 1 1'.O ?S t 11W 2S i 11 DD_2S 1110D'2S 1 11 Tl MAP`, I1zs V 2S 1 nm VI _ �2s I noD\ _1_ �_ L ;�/ 1 PH: 971-673-1268 - 18.MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SFWl BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 1 = CC ' y�---- --- TAX LOT 1 AREF.BOZORGINA®ODOT.STATE.OR.US 1/2"-0°CRUSHED ROCK.THE MATERIAL SHALL BE COMPACTED TO 95%PER AASHTO T-180 CONFORMING TO OSSC SECTION 330.41 AND 330.42. _._._SW HAMLET.__ \/ r STREET ` i �- - 16200 TAX MAP ASPHALT CONCRETE NOTES: - HOT MIX ASPHALT CONCRETE PAVEMENT(ACP)PLACEMENT 0 SII C MAP A D 1. THE PLACING OF ASPHALT CONCRETE MILLBEPERMITTED ONLY DURING DRY WEATHER AND WHEN THE AMBIENT TEMPERATURE IS RISING AND IS EQUAL TO OR Z z ` 1 GG M N r GREATER TWIN SHOWN IN THE TABLE OF MINIMUM AMBIENT TEMPERATURES. O � O =100" 2. ASPHALT CONCRETE SHALL BE PLACED ON A DRY PREPARED SURFACE U v 3. TACK COAT SRALL BE APPUED AGAINST FACE EDGE OF CURB&AROUND MANHOLE CASTING&OTHER EXPOSED STRUCTURES BEFORE PAVING. Q W W 4. ASPHALT EDGES,AFTER ASPHALT CONCRETE HAS BEEN PLACED,SHALL BE SAND SEALED.D. `` MINIMUM AMBIENT TEMPERATURES -/WA� u) THICKNESS Z/ (1)W EX NOMINAL SPECIFIED COMPACTED / R/W EP THICKNESS OF INDMDUAL COURSES WEARING COURSES ALL OTHER COURSES LESS THAN 2" 1 60 DEGREES 60 DEGREES 27 TO 2 1/2- 1 50 DEGREES 50 DEGREES 50 R/W GREATER THAN 2 1/2- 1 40 DEGREE 40 DEGREES W .10.75'-11.0' 12.0'BUS LANE OR fi.o'BIKE 7.D•HALL DRY WEATHER COMPACTION REQUIREMENTS � 12.0'TRAVEL WJE WIDTH 8.00' STREET UGHT-TREES(TYP) SHOULDER WJE TURN LANE O PUS-� VIED ROAD SECTION-EMBANKMENT: MINIMUM PERCENT COMPACTION REQUIRED 90%(BELOW 3'OF SUBGRADE),95%(M1HIN 3'OF SUBGRADE) U k4.5' *8.0' 20.5'-22.5' RANTER CONCRETE - 37.0' TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY PASHTO T-180(ASTM D1557)OR 8°LIFTS WITH 3 TEST FOR EACH 2 STRIP SIDEWALK I FREQUENCY OF DENSITY TESTING OF EMBANKMENT FEET OF EMBANKMENT OR EVf.RY 500 CY F 4 1.5' 0.5' ROAD SECTION -SUBGRADE MINIMUM PERCENT COMPACTION REQUIRED 95X 1 CURB NO PARKING NEC T DESIGNED er: DS JA ".7 ALLOWED I LIMITS OF MILL PERCENT COMPACTION REQUIRED TO WHAT DEPTH BELOW SUBGRADE 1-FOOT DRAM Be DS &FILL TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY AASHTO T-99(ASTM DEI $1 MAX I VARIES (3.0% 7%DESIN) FREQUENCY OF DENSITY TESTING OF SUBGRADE EVERY 100 TO 200 LINEAR FEET OF PAYING C+ECKED BY: PAS 1.50% 1.50% 1.7-3.SX _ ROAD SECTION-AGGREGATE BASE: Hca A5 NOTED DATE:11/15/2016 EXISTING ROAD S`C'i0N MINIMUM PERCENT COMPACTION REQUIRED 95X TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY FREQUENCY AASHTO T-180(ASTM D1557)AND AASHTO T-224(IF APPLICABLE) pnn. N iji.i✓� �./�/i✓n/,./i i -i� �.��i i✓� /t i_./,-�,t✓;/n/i�..gin/i✓t�i✓t„, �.i�/�./i✓i✓/�i..i OF DENSITYTESTING OF AGGREGATE BASE P' STANDARD ODOT EVERY 100 TO 200 LINEAR FEET OF PAVING STANDARD ODOT slDEwauc(TYP) STANDARD MILL&FILL WITH LEVEL 3, ROAD SECTION-ASPHALT PAVEMENT: CURB(TYP) MINIMUM PERCENT COMPACTION REQUIRED 92% FOR DENSE GRADED ACP(2°WEAR COURSE) TE TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY ODOT TM 306 OR PASHTO T-209 FOR WIDTH OF BIKE LANE : ( ) -PLANTER STRIP AND SIDEWALK FREQUENCY OF DENSITY TESTING OF ASPHALT PAVEMENT � xv 5 TEST MINIMUMS WIDTH VARIES FOR TAPER 8"LEVEL 3,Yz"DENSE GRADED ACP(3 LIFTS,2"WEAR COURSE q J .TRANSITION SECTION OVER TWO 3°BASE COURSES) FULL TIME INSPECTION OR SPOT CHECKING OF COMPACTION SPOT CHECKING BY DENSITY TESTING NO SR N•P SW HALL BOULEVARD WIDENING OVER 2'OF%'-0 AGGREGATE BASE ROCK RENEWAL DATE:6/30/19 -- TYPICAL SECTION(TC=CL-0.61') OVER 12°1J'z"-0 AGGREGATE SUBBASE ROCK *MUST USE A NUCLEAR GAUGE,TWO READINGS SHALL BE RECORDED AT EACH SITE,THE SECOND AT RIGHT REVISIONS (STA 1045+30.54-STA 1050+12.67) OVER 12°OF COMPACTED SUBGRADE(SUBGRADE STABIUZATION MAY BE REQUIRED ANGLES TO THE FIRST. THE TWO READINGS WILL BE AVERAGED TO OBTAIN TEST DENSITY. - 1"=5' BASED ON SITE CONDITIONS AND PROJECT GEOTECHNICAL ENGINEER INSPECTION) 1) WHERE CONFLICTS OCCUR BETWEEN VALUES,THE HIGHER PERCENTAGE SHALL GOVERN. 2) IMPORTED GRANULAR BACKFILL SHOULD BE APPROVED BY GEOTECHNICAL ENGINEER PRIOR TO DELIVERY. JOB NUMBER 3) USE LIGHTWEIGHT,MANUALLY GUIDED COMPACTORS WITHIN 3 FEET OF EMBEDDED WALLS. 3876 NOTE: JU CONTRACTOR RESPONSIBLE FOR COORDINATING INSTALLATION OF DRY UTILITIES WITH PROVIDERS. SHEET C150 AS-BUILT DISCLAIMER: I z AS-BUILT INFORMATION IS BASED ON A COMBINATION OF TRACT ONCRETE FRONT BUS DOOR NCRETE REAR BUS DOOR w~ PEDESTRIAN PATH - LANDING PAD(5'X10') >w FIELD SURVEY INFORMATION, SPOT INSPECTION LANDING PAD(5'X10') INFORMATION, AND CONTRACTOR PROVIDED INFORMATION.' N THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD ; swtsl6 aon a BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. sw 91.73 ,191.85 swlsts7 x 1. Si 1C 91 65 �1.._ _I \ Soo' ° Z tVn rAsloor \ TRACT'A' \ - - - - - - - - - ��Bc1sl.ts TAX MAP STORMWATER FACILITY TG:191. X0.00 10.00 1oA0 ° o a a 2S 1 1100 TR C 'B' 1 O�W BC:190.03° - 91 TC:191.39 J \ 15.00'WIDE PAVED W SCALE 1 = 40 FEET ° TC:191.27 ° - 80:191.39 \ - n Q STORMWATER FACILITY ACCESS 24 1 S!F LLI1 r, 14 BC:191.27 " o,"-o R} STA 1049+85.43 OR-141(SW HALL BLVD) 23 22 21 20 79 1 N W 18 17 �" <, x "dM m P w Q 16 40 a 16 24 92 40 ° q oo i. \ END CONCRETE BUS PAD NS CLEARAN E _ y _ _F..,o N z w END SHOULDER IMPROVEMENTS STA 1049+43.93 OR-141(SW HALL BLVD) yi HN f� GLE(TYR) m 5 z.,s C7 STA 1050+81.50(24.00 R)OR 141(SW HALL BLVD) I 8 BEGIN STREET TAPER SEE NORTH TAPER TRANSTION BUS STOP LANDING PADS - z o 12'W 19018"THICK CONCRETE BUS PAD r+, 1 STA 1044+92.58(24.86'R)OR-141(SW HALL BLVD) DETAIL ON THIS SHEET 1'=10' ; -- -_--_--- ----�` - ---- - - - - - - - PER OT DETAIL 1610 ON SHEET C154 - END SIDEWALK IMPROVEMENTS .pry STA 1051+7233 OR-141(SW HALL BLVD) 3 w LL cn -_ SEE SOUTH TAPER TRANSITION __ __ -_- __ 14.50'_ __ __ .L J' - W w sN ___ _ _ DETAIL ON THIS SHEET tlEGIN CONCRETE BO PPD 'TM-�-r-- .,9�---_-�-sn�- --- __ __. •�, .-•, „- BUS STOP LANDING PADS - - � -""'-- - - STM- -- - .::.^ CIN STREET-IMPR�.1€PI75 =10.00' _-------- SEE J �. FP.6_87 -__ DETAIL ON THIS SHEET STA 1048+5293 OR-141(SW HALL BLVD) 89' MP:6.81 SAWCUT UNE STA 1044+88.51(24.87'R)OR-141(SW HALL BLVD) 4'ED SW:195.18- Z 1052+00 1051+00 50.0 - �-_ SW:19a20 O N 1049+00 {. -F- -4-- _�_ 1050+00 BEGIN STREET TAPER 1046+00 1hr47 -- --I_. ____{- _-4- END � END STREET WIDENING SW HALL BLVD CE-�INTERSECTION 1046+00 1045+00 1044+00 STA 1050+03.26(37.00 R) (BEAVERTON-TUALATIN HWY,OR 141) TA 2 CRD LANE OR-141`.W - ___ __ .,.... STA ASHFORD (SW HALL - 5.51 6 24 SW 8' SW:19 __ _ I- ODOT STATION 1050+39.19 - - "' - ' n END STREET TAPER I .. n 0 o PER ODOT PROJ CT FILE 20V 135 BEGIN STREET WIDENING ODOT STATION 1044+89 21 SW:195.54 STA iD50+27.93 24.00 R) -141 ALL-BLaD) 'A W - - STREET TAPER 1-95.0 - \ W / - - R- - - _ ��R ODOT�VROJECT FILE 20V-135 BC:194.55 - - W:195.�56 ATCH EXISTING 0 - O A 1045+30.54 37.00'R OR-141 SW HA BLVDcc N W I_ .TAH LOT TAX LOi R SW195.69 C3 W 10000 1400 TAX LOT F R=10.00' BC:194.59 a Z .TAX MAP TAX MAP 3800 1 LL1W I TAX LOT TAX LOT TAX LOT U Z Lo 1 Q 2S i 12CC 2S 1 12CB 2TAX S 1 7M2CB P W d I 3900 13800 \ 13700 I I ,_� 5.96 S i (1) I TAX MAP TAX AlMTAX MAP I _. �..� LTCH 1.__-_ W O O2S 112CB 25 1 1206 2S 1 12C86c 194.91 N t.19 EXISTINGSW:19a57 - - SW HALL BLVD -R=10.00' - EXISTING _ EXAC:. EXISTING ASPHALT CONCRETE - -�TM- TC:195.43 - TC:195.47 - INSTALL CENTERLINE SURVEY MONUMENT BC BOTTOM OF CURB ELEVATION BC.194.93 BC:194.97 ` ®BOX PER C.O.T.DWG.N0.170 TR TOP OF CURB ELEVATION / SW SIDEWALK ELEVATION NORTH TAPER TRANSITION Q DOWNWARD GRADE 1'=10' W M W p _ D cc R=18.50' V� //^� Q -� - - SW:191.08 �R - - - LOW POINT - - - - SWI.191.0 V ADA PARALLEL SIDEWALK RAMP STA 1050+56.15(24.02'R) PER ODOT RD755 DETAIL(TYP) SW HALL BOUEVARD 90.46 SW:190.97TC: MATCH E%ISTIN BID 189.96 SW:190. R=5.00' SW.190.7 SW.190.2 SW 190.9 SW:"'% SW 190.17 SW:.190.63 SW:.190.6 SW:190.2 n =10.00' TC:190.46 ° 6' MATCH EXISTIN 90.46 v Tcl.190.93 BC1 ° SW.190.72 & 000 TC 190.51 00 \ 8 x/ BC 19043 Q TC.190.85 oe n 1 r� �f l 60.00' MATCH EXISTIN if '�`TC/Bk 190.05 TC.-190.4 70:190.63 TC/BC:190. � 80:189.99 - R-10.00' 60:190.13 �j`\ r \ `-EXACf190.10 TC 0190.1 �TC/BC:190.18 TC.90.78 IXACa190.13J � ///r 60:190.28 J BY 4'AC AREA / AC:f190.24 a W SW HALL BLVD AC:3:190.1 BY 4'AC AREA J SW ASHFORD LANE SOUTH TAPER TRANSITION J 0 PW STA:1044+51 00 I"=10 MM INTERSECTION PVI STA 1045+1657 PN ELEV:19641 NOTES: W ^ PN STA:1046+20.20 PM ELEV 19569 K:73.16 Li `0- - - -T--__ M STK 108+53.66 - PVI SYA:1047+14.32 r -�PN ELEV:19481 - -- ----Kc1O210 --- -NC; r--1-210 1. CONTRACTOR SHALL INSTALL ALL ADA SIDEWALK RAMPS.ADA SIDEWALK RAMPS SHALL BE CENTERED PM�STA 1D50FGi'90-r TI PMI ELEV 190.34 1 ! LVC:40.00 ' PM STA 1049 0.72 PM ELEV:;193.06� PM ELEV:193$2 K.200.00 - ON 1/2 DELTA AS SHOWN UNLESS OTHERWISE SPECIFIED.ALL ADA SIDEWALK RAMPS AND SIDEWALKS J VC65.94 12111 .78 K:61.4 K:79.47 - LV.400�Im .y- -- N 8 m ALONG ENTIRE CURB RETURNS SHALL BE CONSTRUCTED AS PART OF THIS PROJECT. LO PNT STA 1050}9343. P�!LVC 430 O I YC.4OA0 + o, $-! 2 DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROIL.TEST FOR CURB INSTALLATION. LO Pi EIEV.19G.57 B o�:q THE NUMBER OF CROSSINGS,EXACT LOCATION,DEPTH,CONDUIT,ETC.,SHALL BE SPECIFIED BY THE +- w ! �> o _�i PRIVATE UTILITY CARRIERS.CONTRACTOR SHALL COORDINATE. 200_. - __-� __: __.. - _ -_ _ -Eq m } 200 m : o ! I!, m w _ 3. CONTRACTOR SHALL INSTALL CENTERLINE SURVEY MONUMENT BOXES AT ALL INTERSECTIONS,PCS I w + m L ---.._ "' m O.tvS% AND PT'S. L/, _ ____ rn w_ w? -1.20%x._ -_ N m W _ >m m 0.857. - "' 0.55% --''-1 ��.� I ------ --- l -- 4. SHOWN DESIGN PROFILE FOR SW HALL BLVD IS INTENDED TO MATCH EXISTING CENTERLINE IN FIELD. ITC RUNE > -III-- m 190 _.. - _ J L, ..... ._..... i ......_ _.. ___ SEE DETAIL _ _ _... .__190 ON Is �-_-.- PROPOSED J- m .. . T - TDP DF WRB m W THIS LEGEND DESIGNED BY: DS JA EXISTING GROUND - .I - SHEET FOR DRAWN ev: DS AT(SURVECENTEYED) SHEET FOR _ ___ � ) I o - TC ELEVATIONS - -- -_s.�-_ I_ _L._. _ • CHECKED BY. PAS SEED AIL ' _--- -- -- L = - CONCRETE SIDEWALK CONSTRUCTED BY CONTRACTOR. --�' SCALE. AS NOTED ,. DATE:11/15/2016 1 WC F1EV TIONS 180 - CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER. P 180 J-___ __ IM - RESIDENTIAL DRIVEWAY CONSTRUCTED BY HOME BUILDER. a RESIDENTIAL DRIVEWAY CONSTRUCTED BY CONTRACTOR. R R 70- -170 - - U O Q¢ no qNo SW-HALL BLVD CENTERLINE z w NEW ASPHALTIC CONCRETE PAVEMENT,PER TYPICAL SECTION. f R H? RENEWAL BATE:8 30/19 HOR7-1'=40' A'-w+ _ _ PEVISIONS -- ...:.._. ._, 1--- __yI - _� VERT:1'=10' z -I ALL PROFILE ELEVATIONS BASED ON TOP OF MILL$FILL,MILL 2'DEPTH AND MACHINE LAY HOT MIX -�, CURB ELEVATIONS UNLESS .�-s - ® ACP WITH ASSOCIATED ROAD VWDENING WEAR COURSE OTHERWISE NOTED 160 ADA RAMP CONSTRUCTED BY CONTRACTOR. JOB NUMBER �� rns_ �N ��_ �� _ �M 3876 SHEET 1051+50 1051+00 1050+50 1050+00 1049+50 1049+00 1048+50 1048+00 1047+50 1047+00 1046+50 _ 1046+00 1045+50 1045+00 1044+50 1044+00 - CURB RETURN NUMBER - C151 '.;�,.`X§+x`5 to'FA..:S:..},i9s,,.M.� .trs.d.an u.-.., c,.6.✓, u,. _• .:.. , .. 0 w z cc AS-BUILT DISCLAIMER: w m AS-BUILT INFORMATION IS BASED ON A COMBINATION OF F FIELD SURVEY INFORMATION, SPOT INSPECTION I ' �. N x INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. / I ` I THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD ' W BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. , I ` LEGEND �� z a 1 , zO - CONCRETE SIDEWALK CONSTRUCTED BY CONTRACTOR. w cL z as - CONCRETE SIDEWALK CONSTRUCTED BY HOME BUILDER. N Z w \ w w o.; w I SW ASHFORD STREET(EXT) - SW SW ASHFORD STREET EXT - SW - ADA RAMP CONSTRUCTED BY CONTRACTOR. AS F" z w BALL BLVD SOUTH CURB RETURN TCEEv w HALL BLVD NORTH CURB RETURN z o ( ) x STA 2+06.57(14.00R)SW ASHFORD STREET(EXT) BCR .PER PROFILE ..00' 5.00'-_ CC a X 3 DELTA:90.58'13° 1/4 PER PROFILE \ ;STA 1046+69.48(37.00'R)OR 141(SW HALL BLVD) BCR PER PROFILE - r�' a` / �. W DELTA:89'01'47° 1/4 PER PROFILE CURB RENRN NUMBER z RADIUS:25.00' 1/2 PER PROFILE p 5.00' 5.00' RADIUS:25.00' 1/2 PER PROFILE ARC LENGTH:39.69' 3/4 PER PROFILE ARC LENGTH:38.85' - 3/4 PER PROFILE O SW.192.51 o STA 1047+47.47(36.00'R)OR 141(SW HALL BLVD) ECR PER PROFILE / g O / �� STA 2+06.90 14.00'L SW ASHFORD STREET EXT ECR PER PROFILE �/� / SW:7925 �-- OR 4 LL '+ SW:1925 � s ( ) (EXT) V/ �� .24' Q ECR A^ \ 1.5$ SW:192.81 \\ L W / - �... TC 19247 \ A` 3.12\ \\\ z J q -- -- - - - - - - -� - - - -- 2 SW:19241 7.42' fA BC:191.97 - SW:19`49 \ O P SW:92.4 oo• Y / 15.0 SW 192.54 \\_-- _-_ / ,^ T / TC/BC:192.03 1 \ U) Lo TO rr \ O N/O .66 (16.49' - 4° ! AC 19213 /( SA S* SVE 192.83 '1° \ o o°°1a 1/4 d I AC:192.09J s 3/4'A mor H ./ >�6.24' ISW:192.8 \/ ..\ i\ W:19241 14 7•a : \ � .S SW:193.00 ,5b �SW:192. SW.193.08 U Z Lo SW:193.0 �` ��AC19221 �" I 4.CU• !13.24' Op, SW:192.52 SW:19Z7 \ /13.12' TO: TOP OF CURB ELEVATION r �-"" I �' SW:193.31 BC: BOTTOM OF CURB ELEVATION 0 �� TC/BC19211 �� _ Q $W:193.1 7.19 Ip1 V SW:192.66/ 6.00' AC:19217 n6 _ - 4.50' SW: SIDEWALK ELEVATION 5X SW:193.90 O(V 1.0$ \ cN-r TC/BC:1921 SP.192.. j xo X.X% A I� � � .DOWNWARD GRADE SM19275 m SIM 193.0 �� o Tel.192. x SW:193. o 7.5X \ \ TC:19272 2 r 5:79; 1/2 A + BC19247 / _191A ` ff BG192.22 1 2 A / 8.00' _1 / TC:19277 .193.08 7 x L _ 8. / NOTE: PROFILE PROVIDED FOR CONCEPTUAL DETAIL ON V+ A/ 4 6,00• BC:19227 TC:193.22 SW:193.31 00' h SW.192 °a° I BC:192.72 x16.00' ,. ., - TOP OF CURB.PROFILES DO NOT REFLECT DROP Q �._ IN CURB OR CURB RAMP. \- i'._\,_ ° 'y ' 2. CURB RETURN PROFILE REPRESENTS TOP OF CURB W m - ` 3/4 A TC/BCd9237 TC/BC:193. / ALIGNMENT. 1+4s I /17.42' \�'' / \ / 1/4 A � nz 7.88 D TC.193. ECR A \ p 16$ / 1 0 0+90 BC:92.51 TC/13C:192. �' C:192.43 AC:19206J\ � TC/BC:193.08 m Q 8 OR D TC:193.78 ACd92.5t 'z5'AC LANDING(T1P) 4'v5'AC LANDING(TYP BC:193.23 F D 192.14Z I o � SW HALL BLVD = d SCALE 1" 5 FEET "BEAVERTON - TUALATIN HWY, OR 141° Z _ M Q CC UJ 5 0 2 3 4 5 t� wo ' cc > co j mvz _ a 21;, - _I 1NFSTAT1+36:60 -`-. - _ PVI STiCliU3: -- 210 210 __-. 1 - PN�ELEV:192.49� Pvt PV ELEV:19 66 PV ELEV-19 45_- -._ _. -Pv STAI+D3D0-T--... _... 210 J PSA ELEV:193.03 PVF ELEV:19247 V ELEV:193.64 X K:2.61 ! -KJ.49 K:I'DO K:0.66 K:0.66 K 1:26% LVCLVC:6.00 LVC.B.00 'LVC:6.00 LVO 6.00 lVC.6.00 HI PNT STA:1+3F 03 LO PNT STA:1+00.50 uj - --- - LO PNT SL --_ 413.00 HI PNT STAN+93.671 20s fl, HI PNT ELEV.019 2 T ELEV:192.44 205 205 LO PNT E��V:19246 LO PNT ELEV 19261 HI PNT ELEV:193.49 HI PNT EIPV:193.671 - - __-y--.__ -_ ___._.. 205 A:1+3800 LO PNT STA:1+26.50 HI PNT STA:1 3 0" LO P _- .- cn cn o •' _ _ _ 200 200 - 8 -.�s _- � o _� S g 00 oesicNED er: DS JA .._-- _-_. ____ - M,� w m U �w } +� + +^ y .-.... N� T+^ �> N� 2 DRAWN BY: D$ N WW �? > v � -w m m CHECKED BY. PAS > m _ ...- SCALE AS NOTED 195 _._-a --_- - .-. _..- ____.__ _..._ -i__ 195 195 95 DATE:11/15/2016 _ _.. ...__ -- - 1 -1so% -1.00% P -0.60% 1.70% 0.90% -1.00X 1.50% 'd.5 \S•t NE4• 90 a±m 190 190 190 ,' : 9 m ¢- __.. - 185 185 RENEWAL DATE:8/30/19 i85 ...._ -._- _ _. _ N W _. ~J 165 REwsiows SW ASHFORD ST EET(EXT)- OR 141 r SW ASHFORD EET EXT - OR 1411 NOTE: Q NOTE: 1 CURB RETURN PROFILE REPRESENTS TOP ( CURB R. PROFILE REPRESENTS TOP OF CURB ALIGNMENT`MTH NO CURB DROPS OF CURB GNMENT WITH NO CURB DROPS HORZ 1"-5' JOB NUMBER SW H LL BLVD) NORTH CURB RETURN ao 180 !� _-- _ � - L__-_-- ___ SW HALL BLVD) SOUTH CURB RETURN Io16a 160 �_-- � 'o 0 o VERT.1"-s' � 3876 f . ± ± o SHEET C152 0 W - Z Q �F N U *As sPecdea In Ptans mo 4 **Preside compacted beckfll Surface area Pati mtl Q N al tt'Po $uR I' t It sdewaYc s'nlenaed as PGNon d}a tlwy. _�_ ____-_ 'h exPanalOn ldM tiler "_"-" rp ✓4 a alod'e ej Wniabl¢curb's usev:m'il tllkn 6'� _ 8-d-ereep y line atliaccnt lc corp ontl ctlenalk (S W �._6• - 6 - To bo rempved \ -`T P f ---_ r' -�� g arm ^ ISesg rses,n 8! (See genial note 8' Z Q ratl. r_ I (/ upon eabrlslon of curb. _ --i 1 t S C d__�,_ Saba k dl.I d es 1 I�-_ _ - ��,. �GUYer lne -...as P IM d6 st lard, IBWb sir C) -� k m sP �..._. T IBU CGItl fi sra he6 sPecrf 6, - U / _a W 1 2 fiSd d ld tl-9 al rrote2 1'M bel ml in' S�nO rad�egenera�Wd2� Z N ead m rFini6h 9'ade / os1 - g b tl ,IP 1 w % Finsl,grade S\Gpa " __ ___I ____ __ SIOD 15 Atl 9n - w des V FI.^tlh Z s IsbDa earl .�". ( ./��_ +_ / 12R f qd ** a* -M1 h c-Sbge 15°od / sitlewalk Do-,io Mgro e\ /mc. Z ' / - ) g (2% don) / i T-__•�� _/ _-___ .' ..� • .•] " e Nnrmel 9idawalk crO5551PP¢) min.'', \ISl.ver) Ry \N nmol sidewdk cross sbPe) / _ _� \SI E a _.- - •fn .. 1' - \f m .. �_%I 2% \ 2°b I/ C9ratl J :Cu •' t5etter6l T • '-; 9-6:1 - --,1� "';nt.°" • ",'.. - - - r--r� f - (sl.yar) ' >[�_. z _ e • • --a-z -- - j..__ 'ngo..pass I. :. - �=' ------- -- ----------- � need. .,c� = z < 1 I I 1. - Aggr.basC Aggr.base- III—,%d irudlonj �Batte r rn u } e o er.) _ I , 1- ° - _... 4.5. t-Beaomd cost ns 16:1 _ _ named. s BqC �Nornal5 denalk cross sbFe) �tq 9:�. x F r2 Is Lu CC W F O.D.O T.&City of Pedlane SYendred'H-`6" - STANDARD CURB MOUNTABLE CURB CURB ENDING DETAIL TYPICAL SETBACK SIDEWALK CROSS SECTION TYPICAL CURB SIDEWALK CROSS SECTION TYPICAL MONOLITHIC CURB&SIDEWALK r'P F Gi s W E=curb s,esure see general 6 E -1,exposure.sae general note 8 E ib exposure see general mete S o t7 cc - V 24 3o IX Y diG d by opt n �h c 4; 12 pecHy np3C5 spardyin.old __.� Sd-SttlC RD72-&RDT40 .length sot Sbazwhole Bose a tIld Ne ro'.1 oe x 3 W Q a. M - �"81j o C ntr M 1 resat Coetmo enpos� orf bytlrWew Yopkon C phoklpiPe nmrorde moose - \ 4 doesde sidewalk i--3 rad I 96° tl (�3"rad. / we9 ral notes&ii y /....Broom Faztem _ Bolter 6:t _ l ��/�■ �01�vi tl Feel,- I, _ S. .Slope Batt"6:t nnotes,. 51 P grana)_^�Y__ ,�`s= I $ I /::i '12' 2 ran. mi Sidi elk obstruction \ - �/ \/Q =til Uses p for goes wq,hg r!Fmn 2.. j SbP ..n: BaVer6'.1-( 1 -3•pyC y5 \ i • DaCer 6.•: Slope 4':n^ainps.`tory oboe as.regtl.for Cranage. ¢ g'min.toi .�`" ,•��'j`r` weePhold pip ., 5'- 'max. �� vi o " -° • _ `n Vary oohs:snawm c,plans ontl alowetl tY�nstlic1ion / .Z.f _ ,898 general note 3) �I n a a 1� - - cc ' aN a- CURB AND GUTTER o MOUNTABLE CURB AND GUTTER � ..___ ` \ t Tedmid D U Cum or curb& \ JDI 1,jorn-n kid Gore or - Cro.dr �-Rnishgrade Finisn gretlel a15 nP i sn-sta g.korasraod. Cold pint \_W89pM1ole ion lams ncuN Curt&9utler,..exp -� Ili A.edl -Finish I rad FUN rdewalk- .b undgWer Curt or r lSlopa ver,) -qa.,'12'[emers ISlopa ver) TYPICAL PLAN VIEW-SEPARATED SIDEWALK *'+` \ grade T� - '/a ratl C k 1 min t (r pearl r ni aM oo�iter atl. '/.° d, `r >Wh n Rst MS P ehrb t 5 I4e J Fri.crpda -_ �_, f /. --/__ }_. D - be reduced.bulnoleaslins- ) f bpg 1 T'- -f--.rT'. 35 _ vay sed'o t t ver es by option Pass=ge Ne Eng nee may deed 1h .. \(SI.ver. O f 3"dia. /. ,F. -__ __ 1 _ "•i •t' ) . _ " .. ". �-a•-X-____ S Std RD745&RD750 DT C giln for SID 1 5%de holksh (__ ;I� weal nota �- 1 -Gornre t t Comrdebo.1,ent ssreod.bydnw .yop" JI weepndlge ape REQUIRED SIDEWALK WIDENING gh (No,sa ieewalk Crossslope) /� O --FNsh gma. ,�_ .::_.-._ ___ - / n s la e �er9om penem AROUND OBSTRUCTIONS \� 3 • - {- S'norm„ Y Fad. �' • •t • (SIOPa veil `. �• I • - sea ge neral notes t&5 D Y ODI Cts wdh ba bel 2 4 m.Y Prc[1 arty dstanca as bog sndf inb _ _ iF 5 ul f pal Wuietl.When an obled n'iar a base 'ns aao ai^tans dre,dace,alk 9 f SSS = J _-___. V^YITYP.) w aao= peuraflallhe sa 1 I�I �-r .4 a7 I r {%w �j X i 1 /-3 PpC tip protrus�onlod-se age.then roan 4"prontleawrb below lids 3) O Sitlewalk Z r CLEAR CIRCULATION PATH W O O R/f.J ,��vv //.f •'. k-,, .: G l cunfyura,.on GIdrvewaY N LMV PR09LF - VALLEY GUTTER _ --__4-� rte.`' pa/I e'See general rote.) MOUNTABLE CURB MOD171CATION FOR KEYWAY WEEP HOLE DETAIL Cold lams-� / / Jan tlewlkto Cold tocol \'-Weephole vadesbydpnpn N/A o.aa.,reacrdma 21JUL2D1 m (Nhomarewn an piens) Nkhoreshdwn on plans,and'si ed try jlni'd h") uoe..,,o.__. N!A n. 21 JUL 205 Curb or curb8 sm-pres'nont, row xme.c� - Curbexposure E F 1I .tOYE n rommnP aMewo- Tppletl Ou , .dols goiter tie reytl SSN%oprme aalxs%daewesalhkgn )GENERAL NOTESFORADETAIL Mals bmse slop 19' m calyfr 5 T ps f l oo hallsloWoo,d 1oadwaYat 15%design(2amax wnst-tion). OREGON STANDARD DRAWINGS TYPICAL PLAN VIEW-CURB LINE:SIDEWALK -- - NCTOE RumEieG.vOamN,aSsTseAt aNaD.aAaRRDwDRAWINGS Nnetohigheslpok, rbVntyanowanpanrasrimeara les iwl sn ol reerih-1ebd l.'s ` - 7 0.0.0.Tslandam'E°-7' DimerStonse : ( iy.o ddmorm with Curb maChlne Slartlerd OrawrvJ while devgnav S tsk-am, y file desiyr�etl V/ 'Padang gen ly 4.Cansf a4p.haw je Ms 2Gp maximum rd of oorna d tan cttvd Ah gmereNy at Q '.2 Constexpenso I M W2W ,andne spacing.and atpxnMofdmga y, app veU by h g- QUflBS GENERAL NOTES FGR ALL DETAILS: sP 9 P gencY SICEWALKS antl a'ends d a:l ways. )D s adlace o r�J'are meaarr J to the Po nt of'nterseGacn aCPred engin ir p o s and l ends of eadh tlr ve y. pled eng 'nig print Pie's ]7 noswi d pra[Y s ne sele respan- C' 1,1,J,de addit...I paved or unpa,md T clearers W vertical faces higher than 5' For flat euro&sid walk const wpanson fonts at 45 maxkoum.spl tlp fFeses-raon W M Q :p 3.Cc 1 ontrad jot. IS - pec q rc et ends of Bch nlet and ramp. of baurfaces. f srandsnourd not S.Const t C M6 at 15'maximum madn d al endsof each drwasm damp. UMY andsMuld no 2015 •w a k v "Y such i'. Is.sound wall fen[ tl b:di 9s. Ml 9.an y an r 2015 4T.a.rsossM1¢Il ha is.tlin.nr,xt.ainYvaMdM.ren'exp:uvirna F. B:Fm sitlewaik delal era mnnn'thr.r.rrp&smrnalk.see SN.Dd.RD]29. pa used w4nd�em svttlmja u,r a 9ruaa�+u O 2.Guru lyse antlsd¢wslkxbtn as mown en plansor astlsecled. B.tdcuro de:as see 5ltl.Urgs.HU7W ttNU]01. WGseJ wrr)mm wmvnmga f'E'Is the total vee celdmena nn of those curb suda[ea B Fdrtlranaga curbs,see Srtl Dg.RD701. Registered ProMssional Engineer -._-�- -- On sd...hor wd,,der pr im.l.ngiWdnaildnt at Me 'rip iM. 7.Sitlexalk tletais era lased on Unkatl Sues Acress Beaty 5lsntlartls. Repamrcd Professidml Engrcree I " - li n'1n. "�--" '_"-__ � V 9.See Prol dplanls for tletalDt sh nmIX RDr25..RD730,RD]35,RD740,RD]45&RD]50. _ 9 IGPe i 1 1 pe.l rVri mum des mbl9lrm intron I_ng+ii shall be Pg 10.For sidewalk amp tle see 5.tl.Drg.P.0755. 3.In.113 P ePh 7'Pd i tl alk wn=r9 shmvn or lana and a Iwred Y g.. - Q� o sor,a_n maerenae n E. ---- ------ tu•Isd'dbn.Place,.om da,!.I" rlop of pipe. Effective Date:December 1,2015-M _R Effective Date:December 1,2015-May 31,2016 RD700 May 31,2016 HD720 V o V/ rLu J Lu R r C 6' tl W Mm) ` b:bkgl. p r / 5 1 dl .etl (j) `e > O -fl sirip¢s 10%� A [Na mplwMh f ricer tld me detedabic warning (TYPO AF./ ✓# -� J '-See genemi nolo i i L Normal tai d t Cel d ot d:. lobi # N mzl tlth f led tl C 1 l 1 ming m #Seg gs.'al nota 11 dace m match wlC.h of apM Mng sdCy✓alk New.....5 m'nf,,JI'rohnnsg.m',r I nin9 See general nM¢1 t (New ootsbecl do 5 in r alllleral ons A m n,i Ik. U (NCw wns�rucdon5 min. Iteraliarlsa min.l ( PERPENDICULAR SIDEWALK RAMP DETAIL PARALLEL SIDEWALK RAMP DETAILPERPENDICULAR SIDEWALK RAMP DETAIL LrL (Use-Paenel Sidewalk R uDtel' ,'Garobseren Sidewalk Ramp DdaiF (THROUGH BUFFER STRIP) L elmo reqs,ng space cannot be ebtamedt r T dome¢" A Ma1.1,curb exposure Corp demblistim 4 A Match wit lural ne:gM Z RYCe arta g O C t 6 Itl -P c / ❑lb Gi se copse Gua. * SI 1 ulha,w d led /{"'' Maz 0 re slo f0% 2 rMe F 1"IF - ��_ � 5%„p , 1 i , r' t• v / 9utler pan) 66 _'�#vr A� % ati• \ / SECTION A-A SECTION B-B SECTION CC 8 adz_=`- _ Max.rare slopes/09'e� AN Y#1 - t Sea g-111.note 11 ` - tlormai ath of t tl d t 1 hl n ng 7 ming sp= DESIgJm BY D$JA 1-1 t h dlh pl op hi, Ik. '.level 4 4 DRANK BY: DS Normal wbth 0i immersed!-o dertbl rning (Mew con„rucicn5 nn. Itemdnns4 m�.t M rfees adN of,ppp h g ad k. 4 5'when ratl(th bnger d mens an'tl'ed of pbavel). #Sea g...en nee 11 (New do 1 1'n 5 mi i. Ile of ons 4 nm'. For the purposes of M's application a 2%maim m const uc:on 91ops .(for dram=_gat is donsgered level. CHECKED BY: PAS state AS NOTED -....of Tranoatod dome deteemde weming surface........ DATE:11/15/2416 - - - COMBINATION SIDEWALK RAMP DETAIL PERPENDICULAR SIDEWALK RAMP DETAIL(WITH SINGLE FLARE) Sees-nsaw(2% ax.eon-ion, N 'Parallel Sde+Ik Am" Detail C S dewaik Ramp Dmal" (Nos I aid Ik bpel <�9 PnU�- whem,'.turi»ng optica cannMhe oM�netll pc ign 18.e%may construction �V_ `r BI 75°tl ) V\5 q1 G NEE (Ra Plengrn 15 ax) 8.For fu p po I m d g t cop's[onsaered'pe D not W a th 31c ..-c epaxn. W A-. w; 21 JUL 2015 GENERAL NOTES FOR ACL DETAILS bdw h t 1 d " f he p and a the tangent N t fi s p No•e men:eaw txflr,G 1.Sitlewalk re,details are based d,U i d Stase Adrien,Bold Standards. den -7 Beate, vaavn,o,00 ever r+''+r �f,F ''Y'4RY la.T' Q: 2.See Sa.Digs.Ro"o A Rp7 f - Smog. 20 for svrewaks 9'Nhc�l et,swoor1 f.Wd Noycle ec ass"beomula m4dedthway i 3sdewelk.tinnammp The 1 6 G fMrs fial I. OREGON STANDARD DRAWINGS 4'1'OER){.NJ - Sea Sttl.Orgs.TM503&TM530 far crosswalk r luk Ja,vi dtfs,eC shoum be 8'wine, Standard D aw•, g,wFle designed RENEWAL DATE:6/30/19 3.Tooled join•"e!Squire0 at ai'.sidewdk remp slope break lines. 10.Fa sidewalk ramp pia[-M odears,see Sid.Digs.RD756&RD757. d vitt ge's'., REVISIONS a s" wx cosh ramp slopes sob anew he, 1m-Iz tibus). [apred a munn[ules SIDEWALK RAMP DETAILS JJ 11 Checkibegditer llowd ht t U iro re Inst ch.d y food i d➢ f line eraspon Cc) 5.Pia..e i'uncakd deme detecwb: - hare'ih r 2 atl'Cent to hetet of overtPD the Sack el std p.If rt pp g s p as an'nlef at up- so. df rhe userandsnewd-of tamxi M ramponY Fw de•a snot snow see Sia pig .2'. 9 .side of ram?or Perform otter a..preved Cas gn mingat on. pp coop wlttrorxcnnaurin26 l s.Sd naesmatem mPaNm mpamo•o-aelmavbeanYaldpe 12.ony t na a al AS-BUILT DISCLAIMER: lyl c ay r dP:aadnP gee See p AS-BUILT INFORMATION IS BASED ON A COMBINATION OF title,Valknare snotn9ceseerywhare Raneed isResso9dfeseoale6"r'oro6'a°a' 3.Saa ' I pop.,paPn[aealgn _ d06 NUMBER red plans for Beta I.not own. FIELD SURVEY INFORMATION, SPOT INSPECTION Effective Date:December 1,2015-May 31,2016 7D756 3876 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. SHEET THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD ��5Y�3 BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. W Z� ¢W Ncc = cc — l a le t tled eros g on X 'k2 CSSS� M tl in kx:ati Q (Soe yensr�l rpt_f0�\ `' T,nn.gk I Z Q `s "? 15 t,1 -J-n 4' s hen canaaln d t tl1I ger din d leo of ramp taval) J z S J mepurpos dth PPR a2%= =i ommnstnc�llonsbpe d Z Fn �.. IIx Ibo tlrainage)is conederetl level s5' ,., Tuncateemmeeetsctablewamngsu,face 121 ( htn age) 1 p o 6bpe 1.6%tleslgn Z N-1 ✓r 7'E`�'9 nxn MA, l t X 1 thanIn, dxsla ce X'i g than 5'. (Ncrmalsdewalk cross sopa} s ��u�i W F t tldo ne dated W ening 2 Z I' `\ t i •y p aze Pe t'resat d d a tlete d pe,warn n9 y$ N f anal.be d IRlmtne slope 7.5%design Fqq W� W d xhell be tl nd:char P ace Pare slope183%max.deign cgon) azo ; Z O t h pall sl..I Ucllom of curb ramp' (Ramp length 15 maxJ � F OPTION {� 'I OPTION OPTION PLACEMENT ON SIDEWALK RAMP *z' See general note s W LL ?ERF-ENDICULAR RAMPS(FOR NARROW SIDEWALKS) PARALLEL RAMPS(FUR NARROW SIDEWALKS) COMBINATION RAMPS(FOR WIDE SIDEWALKS) GENERALNOTESFORALLDETAILS: Z o 1 t 1 Tmsmtad dome detectable warning shrtace details&Ica[ Et are DaseC on Untied Slates Access Bowd SWntlarcb //� O tFKt. so 2 See Sltl Drgs.RD700&RD701 for curbs Sea Son Coo,RD7 0f sitlewalks. �/ V :Y / r "�^^ V 1 ' 01fight II See Sid.Drgs.TM503&TMSBO for crosswalk mark ngs,w Jta,etc W� c r I2 8 h 9h[at See SM.Dr&tl d beteaads. c a a m n /, I --�- �v � y_ : *�� '.. � •I � (Fran doft,¢r 3.Place frurncetetl dome tlMectable waridn9 surface in me ower 2 adiaceM to t attic --- J , I- � - I al throat of ram E ; -. .... pt nearest ran p unless othe,wise alarm. / ��i 3' z " ?, s. �y�- —� —�1 �J RvP) Anehga dome.09.—oa m-ne Pette n dnty. Z � cc �� I ,r 1 Il N Color te,be safety yellow H res color ai,a.d n coo—o on note _--_-__ I l�,. An modnote......bllion to ba aenacal /A= - _ , t U A fruncated dome deteclab a warning surface snall b hand eNn,the poo,enia, �I/ %.. ( N it .....meets Rte street It the Illi-ng I.. Iw M I ea Ilenjth va ear Ery I w a aI Sidewalk ramps{See Std Drgs PD755 RD756.&RU75T. V/■iir� r g h)Crmsing- tl lac ble ROAR ISIaMs).(Sae Std Dog RD'10).. O o)Rell crus 9 (Se tl tall) Ch O `I 5Y,'here Wbtctranspbnabonstan—hal,Iws etc.)use pl�Ymn MaM-ng � i trurtcateddomedetectable wammo sudare shall be Paced abng Ne lull O N It OPTIONJ - OPTIONK OPTIONL .1 edge length of the stafnn wrten nm protases by nlenorm screens or 9nara:. 3 DIAGONAL RAMP WITH LANDSCAPED BUFFER STRIP DIAGONAL-PARALLEL RAMP(FOR NARROW SIDEWALKS) DIAGONAL-COMBINATION RAMP(FOR WIDE SIDEWALKS) It dd dome a.Truncates acme tlelepabla warning aurtacR shall not be ossa an metollowinq Use in.ahamfwns Doty and whsn she eortsirair is prohiMl'utste.IFng two ramps Use In atterahens only and when ate constraints prod ti l instalting torn amps Use in alteratlans oNy antl when she consna Ms proh bit installing Nin ramps detedebie wall a surtal's lacaliore V L t lass then 2 )MI etlewak nan Mons(See Set Mg.RD756). l4arkad or ntenund„rassin locaVoh Ur ,_... Teuneatal dame detectable warring andace Slop.TSas desgn - PLACEMENT ON PUBLIC TRANSPORTATION PLATFORM PLACEMENTON CROSSING ISLAND PLACEMENT AT RAIL CROSSING n)8afrlmRD74r,&RD7cways(See Sm.Dmz RD>26.RD7S0.RO>35. Z r g t " Al 1-1—g ' rmj lB 8%max W snhb, RD]4O.RD]5&RD>50). uu O O 4'x5 b 'I d(Mil, getl n d ck of fame bevel). r• Slei1,6%desgn (R-P length 15 max) )Parklnol is 11 CM `.;Mewalk Fath r rp on ft, pl lin a 2%maximum conanogon slope (2%max benarvclon) " _ �' (for Cn dmi�age)rs catsttleretl level. (Normal III crass slope) Y Se ge rel forte 5 T p See tars I for Indlvid b- it Sea delak all tl bV I isC C v — 50%da huncatetl dome �K + 8 See Project pl for rte els not h ES FOR ALL DETAILS o—so N/A _ orocw nmmr _21JLlL2015 -base da. 7,. '^) (� --I I'Aa y - W rsaxxw. WA - m 21 UL 2015 ]Sidewalk fivesmm�seasseq M an,'he amo is bosololed hom Pad-bian crass level ,µ,mew mgr.ora -( 16ar t^�sPac rg doaH are basatl on Unit-d Sates Aceccs Board Standards: 8 F th p po of Yn d -g,a carb amps rpn'tl d p p ntliwar"f the angle ns vwre±Dress,vxeerospae-.u.. /�. 24 max. s-�.-? p^✓^q L� 5 u:eu.nemlMxnswameN,rte+'% / L Se S H RD 0e&RD701 to,curb S $d.Drg:RD720Is:-dorvatl a tw N 1 g d aI :.,.,fthe ramp and a 1'rw to go[Ie the curb atthe ramp OREGON STANDARD DRAWINGS 1 T' The selection and use of this I�J� y gyp'. _+ OREGON STANDARD DRAWINGS T.03&TM 50f ns 14.'inyli,wulllra etu y theasti ba"g 6e Dl fes a R0.55fer aitlewalkarnp tel Standard Omenn odea tl fres esig^a �\ - - SldrWUM Drarnng.wPikdesignM � Q g Ramps rot pal t P 'h,oyav ahoultl Posen wado b�a hd dirq lleres. aro TRUNCATEDDOMEE 3.tensa jii:ts>ra eahiretl at nn ndp«m.k renin slope breaklnes , p§used ap p.kta bkyce azcess lrpmarpadway loaatlewaik,the amR naaromarcr,vnmgeneredy SIDEWALK RANIRGEPLACEMENT OPTIONS 'I A to lea wn o.'. DETECTABLE WARNING SURFACE n hm8'vade accenkd engnaer les TARGE RADII Ba aa.� Breto base spacing 'eP PK ng P' p Y "mpnnc'p 09- oss mm I- Ra np width-ver damp he sae reseal DETAILS W }g 4.Si h - P kp F r..l the t avnl i`0 [.a(cdro bubble)' 10. -R,2 curb d elyaoacent as m Ot G.the,to and Pfacnces is Me sok respn 0 14-max. GMY TIF 8ntl srrould not Q ps 1 R xposure le) sib 11b,ot rhe dserertl slroud rpt -J 5-P d d d t el - h 2 djacsM le fief-::, he the dj T ge..Rer 3 and Ib I des gn exposure. 20.5 V ' 2015 saD - s. be hsedvnmomwtbana a _ TRUNCATED DOME DETAIL TRUNCATED DOME PATTERN ' g V 1.01y PI h db,I iotionRe9ister�Pro%esarwral Enginefr a..fe.e..F-,Ls rel Err.c,-. = LV s.Hidct t t ortr p th t yb.ry kp Ch m t gma ^-°"°"' on 'n [" M tleag 5 tld op ib back f d ilk 11 -to ping ,2 Seer,joctp n.,for deals no,shown. - -_--_ .._... occu al..ec r in.:a.apslrea neo sen o.lrer app wEe ck_gr maig.vh,. :- -_ - TRUNCATED DOME DETECTABLE WARNING SURFACE - N -__- Effective Date:December 1,2015-May 31,1016 RD757 Effective Date:December 1,2015-May 31,2016 RD759 _LvL AS-BUILT DISCLAIMER: AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. Cn THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD J BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. uj I Lu H LLQ & _ _ E a _ r E a - - - T _ L T LF _ Sea pa0 mm° --- . E 1 � a«wae T I t- .-z..• i F �4�,C'� 1L O TT FA CA i CC _ T - .saan9 A-30' Non.coma.wtn. 6" REINFORCED CONCRETE PAVEMENT CONCRETE BUS PAD ? Z MONUMENT CASE & COVER N �E /O� ri N wnum•�r u,ewi >:,n..ce ,ro .-ease a v.,m. V n 2 %crq%in na'Ars N thenix lir r T Irc p n.1n M°"Im,fa r TT PAVEMENT DETAILS - _. Tnkn. TJ int 5oocing� 1. M,(,4U i NT PDXES TO BE G 1 IRON OR Jff— - T (ft) A=.LO k-IT.RLF FOR H_AV-Y TRAFFIC tftlj _C?AD NC #1036 OR 1033 3LFPLIED E.-: pEsrtrvm ev: DS JA o e• - - DRA11N BY:isZ AS cST nRDAN PON WORKS, INC. . - CHF,CKM BY. P s roe s°rrua ,o daern a r : CP'3 STATE A,,,F razero 2.1 3" ! -"-rare �. m, eea,a,r ---] era --i s�La+proontmioar MARISVILLE at 971 start: AS NOTED '{ --i mxs DALE:11/15/2016 1 1 ° 36J}65" 6144 P T 1 i i f s s _ - DEFORMED BARS ALES RE= (507)367-7925 METAL REINFORCEMENT I?y o%om:w f%e:axrr AL FEP,NA IIVE TYPES MUST GE APPROVED EY TH_ CITY ENGINFFRING DEPARTMENT, A SECTION-A A .SECTION B-B - 3. APPRCdPD FOR ALL STREEI C-ASSIFICAMON S. CONSTRUCTION JOINT CONTRACTION JOINT - 1, - 4. .MONUMENT TG E_ 10 DEEPER THAN 6" EELCW 4NOfR H'N FINISH GRADE. RENEWAL DATE:6/30/19 REZIIONS TRANS ON—NOEPARTMEM OF PORTATION _ ecNNwAl.ssOF R - pw.sga�rcMe>e,;vea%ngm . N n s+wk BUS PAD DEns1c JOB NUMBER rtey.amo lolesvalnl E,pnea. ft ar NO SCALE Z{{}} 6�`MICHAEL ASTONE,P.E. 3{J7tJMONnUMVENTDM..ppW. _ JANUARY 2015 Vox 170 O SHEET C154 0 W AS-BUILT DISCLAIMER: i AS-BUILT INFORMATION IS BASED ON A COMBINATION OF W FIELD SURVEY INFORMATION, SPOT INSPECTION ~ INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. 0 THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD a uj BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. a Z U ao J Z aQ J z . Z W Z O ��a s W LL Z WN Z J p N— a mLf) Oa c•� , � F ' +Q Z TAX LOT o rn 24 23 22 21 20' 19 Q W �Mt 17 6 15 14 ml T \ 16100 III k ,I� i i, I I� I _ a 16 Lu O N TAX MAP + S NDN + �+ A) _ A 2S 1 1100 ��-- _- �K� W W-2 �a MD _ ( .� WZ W 0 -- - max, — ¶I — — — — __ --_ __ ___------------- ----------------------- If __-_ _•,-< '*, ., - E70SII'REMOVED STRIPE _ V+ --- _ ----I I_12'SHOULDER _ _ TO BE IGSTRIP17 SHOULDER /c ______ ______________ __5_@I9.l � (STA 9+71 TO .. ._.6 BIKE LME M 12'TRAVEL LANE BS Sir 10+41) 1Y TRAVEL LAZE W W p H14`CONTHNUOUS-LEFT 1URN-LANE_—+ —_ _ ___ -__ -�__ �____—+_ .._I______- -I +.— —.�_ SCALE 1" = 40 FEET 1052+00 1051+00 + --- 1 47+00 - -- —- —��1044+00 Q -.- _r..��..^_----- SW HALL BLVD v+ C� ..-- .-.- --_ _. :_... •�.._.. - H OR-1 0 16 24 32 40 __ _ .. i Tare Lu DUSTING :EAST!NG STRIPES TO EXISTING — — H _ ARROW TO BE _ _ _ rn _ _ BE REIIOVID _ ARROW TO (BEAVERTON IUALABN WY 41) A0 cucjM REMOVED I OI / BE REMOVED "-- — — F- TAX LOT EXISTING STRIPING FOR IURNLANE + I T,j Y1 I� 10000 TO BE R OVED BETWEEN TAX LOT �� F- J' Z 2 TAX MAP',. ASHFORD ST. LANGTREE ST. . 3800 o LLQ W •\ I Q H I< 2S 1 12CC TAX MAP I =W I L 11 c~i1 2S 1 12CB N Qi m TAX T 3900 r 3 - --- 2Wf N TAX MAP TAX LOT - I I W 12S 1 12CB 13700 TAX LOT W . .._ W TAX MAP i cc Z 1400 -- ----- - TAX LOT 2S 1 12CB I TAX MAP ! 13800 I. 2S 1 12CB I TAX MAP \\ '^ Q 2S 1 12CB - I V/ J oa J Z 0° a. LEGEND J WO INSTALL 4'MITE UNE,PER TM500 Q W-2 INSTALL S'WHITE UNE,PER TM500 INSTALL TWO WAY LEFT TURN POSITIONING GUIDE REFLECTORS O WITH 4'YELLOW ONES,PER TM5D2 N O INSTALL STOP BAR,1'WHITE BAR,PER TM503 O INSTALL BIKE LANE STANDARD STENCIL(WHITE),PER TM503 CK) INSTALL 4'WHITE UNE,PER TM500 oes"'C'By DS JA BRA.BY: DS WD-2 INSTALL 8'WHITE UNE,PER TM500 CHECKED BY: PAS SCAEE: AS NOTED DATE:11/15/2016 P NOTES: �cA� I iQ i. ALL PERMANENT PAVEMENT STRIPING IS METHOD A,THERMOPLASTIC EXTRUDED - S SURFACE NON-PROFILED. N 2. ALL TRANSVERSE PAVEMENT MARKINGS,LEGENDS AND BARS ARE TYPE 3-HS, PREFORMED,FUSED THERMOPLASTIC FILM,HIGH SKID. QN�FR H-- 3. ALL PERMANENT PAVEMENT STRIPING SHALL BE PER COOT STANDARD DRRMNGS RENEWAL DAIS:6/30/19 TM500,TM503,TM521,TM530,TM560 AND TM561(SEE SHEETS C156 AND C157 RBVISIDNS FOR DETAILS). JOB NUMBER 3876 SHEET C155 2 Lu 2 LU ® Q ® Q Q x L7 W Z a. a gn 4s- �! 111 uI II ,9 , 8°wHm kala F—ztl� • ,tea s N.mpmd M mldwaw. IMmPHPno1T,aIHPC, ..�,�. E3ARrE LINE a'WHITE LINE a'YELLOWLINE 1x 9bwm CHEVRON BARS STANDAl�CROSSWALIC STAGGERED CONTINENTAL CR SWALK _ TRANSVERSE MEDIAN BARS $S4P9AB STOP BAR-LARGE RAMP METER STOP BAR z� 1'WHRE BARS AT 20'SPACING V YELLOW BARS AT 20'SPACING TYJO t'WHITE BARS 2'WHITE BARS 1'WHITE BAR 2'WHffEBAR 1'88'WHITE BARiR �� r n'�E Z D Q dm.d awN vma ww o.M.wwd ra.H.aR.«� um. z 8 Y Q Q u.M.elMsao CK) lxwM O O Q I5 x S`$ Lu I- c33Fz�o ?N I—ys�--°�'-'{F�r..'-- `'`'��'''-`j 4T—O T—C �L -�. F..N,rr+ w 1 =H� �a I a raa r- _ —r '' n': R t=i uNi s=. 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X-ING(whde) I �O�NLV(whNe1 m T Z ru"u aysn Imn rorlamwuaaPww 4'YELLAW LINES 4'YELLOWUNES A'YELLOW LINES ^'a^ cnvwane:ewanm hw, 25 Port aele'm.ao:r .:wm nsawfi la wdwac ao.:am smn�awd,ylweyE)n ra= aw EtiN�v_dxw �P<wev:am-'i'a"ir:an�va:pl"'m:d'�'4apam lKiM*rawirvxvmwm.monm®Ia rvwmMmk'wmrndm�dsa lNdar&a.+ dt«o e aoea 'm:m f,: Co I Q Q ® MrmmnarrmficLJ n O Ch 0 H NB Yea�Wsi 98� 1 mn. �zPaH� 4"wMse�allna ..{I _ 1� T Lo 1\ 4•J /T! -- --. -f _�,sa .nPnce� .sPzce_ T� ,� 1, � ^�,a X < 9 < o i WIC /ClwmmnMaamamRMm�, i -- T TPANSVERSE MEDIAN BARS ((lrbram.'aa Clem CenIaIIMkm•,m.. -P0•-I�E,enaPa:�p.mn +1... JN�re ,.1 V YELLOW BARSAT40'SPACING DOUBLE NO-PASS NARROW DOUBLE NO-PASS NARROW DOUBLE NO-LANE CHANGE TRANSVERSE SHOULDER BARS W O O n N mwmpee a>n :.nyu TW04"YELLOW LINES 'Qy04'YELLOW LINES rn04`WHITE LINES 1 WHITEBAfl5AT 20SPACING ONSTREET PARMNG DETAIL N te) _ Q xc -8 6 p vtn nnn j `.y Q r ,'r o ,'r ,'r ND -------- -- Q m M��F,gt . .�. • OREGON T _ NOTE N mmrr.m - n�:o:eaaa �j �oryp) II OREGON STANDARD DRAWINGS N°°. pe pa re. d. ✓�w:«•�•em'sw+m,a sw�n�M�. I - �-- z —f meserecgmandlAaemmM OREGON STANDARD DRAWINGS Branded DiewHlg,w adedenoJ Inmr,am Mike swalAemmMummmM. rneaelepeon adalsn puma •A i- mapPpmeme_gere t, PAVEMENT MARKINGmacroroancaw m9armrmly�ed PAVEMENT MARKING V/ ,--I ar eccavfeCe^Prreain9vmdP'ea att'ePfed an9;nanmg Pringles F 4•wNmime Iilm umaTmmc armPremwa,rs mnade rnsvpr,- STANDARD DETAIL BLOCKS 1 Q 3 g arapaakss,;a me ems reapon- STANDARD DETAIL BLOCKS DISABLED PARMNG DEraLfwhttel YIELD LINE Iwhhel BICYCLE YIELD LINE(wfiilel Hudaeraws g.rat 2015 Wod N a1MANydmevn wart not 2015 uj be usetl wimout eonaumnge ogre W oe used wnmommrmuHulga re awaox LEGEND Regbtared Profesalprul Erpmae^. LEGEND Reglsrered RDkaelonal Erglrreer. Or Th.n DIST Inaeae n9 Staeomn9 ! Lanegplareenebna ere shown On the a �"�oireanaT //� Or Thru TnatfiP Side -. eatPln9 PMnn mm+e aa..e W. .:+aaaw.. raVm mane waw V+ —SEW—STANDARD DRA.N68\20155icntlords\5 Jurm\0 o F:a TM500a.pgn a Defouli !I/2015 3:54:93 PM nwyr30c TM500 R:\SECUE\STANDARD DRAWINGS\2015Sipntlords\IS Jwe\pl oif le TM500s.cpn::OaFcu:f i/I/2015 3:56:C3 PM Nwyr30c Effective Date:December 1,2015-May 31,2016 REffective Date:December 1,2015.May 31,2016 TM503 _V AS- AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. -- - --- W "o. ndpa •smPeerwuh.gMoad mPe.ademm. ,:r.Mdw.y. � Q ,I1��, � Impsem.mp nw4 mm.m�'�xmwwceame« :r roe lma, Lr 1 �z V roEOMvaaeaY departm bwM: 'IX maa�'m(w WWI'A'1 Q E— —o e °'°'° En � an•®tea "\ w ae:omepame nom°°mea xnl el. dd em aq' ammwdaxN Plan Pian I I i 'I��_ Q W _ _ _ _- I PdP . I - - in ,mmaa- - -�- - - � -I-T-�--�---- ITI'i� rr Imo- �r: rr I I 1 (J I Trodmm, �,.n.J "1. �-T.pdomn I -I ® — — — — — — lL Profile sn ® ® a VVV M SURDOFFEF I�rvmLINEUEGR ED LINE D I I `J , )� I I va. •.. z I ro maps I----.-- -----� I 2 Tkroel Aremp mml�tic�le uv ql�tly/ \\� r DETa ______ Law L +ba� SURF EN ALLED \\1/ 1S' ,a/ mgedeemebp O\ ® G� Q Lr`I CSI 4/ �� a — pampfmroi a NMa c I DNaII"A' DNae'B' //\ ,• "BLmeO Plan pan \ie orn / STOP BAR PLAG MMENT WITH ST P BAR-6GCEFAENT WITH � E/� a• maaoad PAVEMENT MARKINGS Pop NPICAL INTERSECTION � AESF'EOYP TUR�RA011 —i RESF�E(.TT6PEDE§}P{i�pS �Om N �� Profile �awealA �T4Pdwa1 I�---�--�_�� - �� Profle DORED LANE LINE DOTTED LANE DNE ------ ws SIDESTRFET Sea— LWY2 _WMm hwl TFroefW RwnP� Cw I, SURFACE INSTALgD � r < a L mted:rmul , msmaT �r •, DESIGNED BY: DS JA I II o f IM `�I i I U I DRAWN BY: DS pan pan I I s � i .M�muaea�`ma � / alxarEn BY. PAS r I ---- OENL•B•-----J �w2m.wldwneao-abm em / :nw sc h AS NOTED ( , T�_-_ — �T�— GRO VE INSTALLED ITypm mmk witln 9 nnzwneal T:rJu DATE:11/15/2016 `saaoai•A• -IRI aPdRwm of 118lu lum lerel TANDARD CRS pgSyygLK Profile seaoelea"o°-� profile � STAGGERED CONTINENTALLAYOUT '�I gyEC"TI�NBARS .,. NE SURFA LISROID:TI LINE GINg A 1 eldmw-z' a To be a—rapanted by Standard Dwg.Nos TLASDO Ihru TM503 53 E ALIED GRa6VE-NSTAD.ED (try.ffinan offePel Oenati tmK _ pa,p aapxrw wn__ sAgam[mmrtone mmm:a _ _- }_ eelfixkol ,,IlfpMvoaalkaueuxAmmau mraNa cuc __ __ ¢nximaaaavrcoare. ...... . \V\ NOTE.aanarla armnm:anM+wmdavubnwxm ltl Ire,uMMMn a a)A rem umwe MAL:vdcavMk me:F'rea NOTE a 9uama sprmmaa �, L. L_ aaampneaa s..dmd"sl�dMma. f slvd,apamaed7ee Lne.ed0eapa:mwN,vamfam. v:. ,"oreAm� ,�' OREGON STANDARD DRAWINGS pia ilaaelexananedmu DURABLE PAVEMENT MARKINGS aloasmisr . m arm OREGON STANDARD DRAWINGS 4NaFp H• ,va• ePaNnaa Plan ,me -n Plan amlmard-9=d esigned ��.y�I SMrMeN Or eg ufiHa deelgned ;n apm,darlpe wnngeneraly METHOD W&METHOD B. :adk akalWwablwA INTERSECTION PAVEMENT K"MAL DATE:6/30/19 reNmrtvgwNdewNed o-.mm. Inactro Uance wdn 9eneraly r� �i ` acpmm�eermaeeringPrnavres SURFACE&GRO OVEINSTALLED aPcnPradangrnaedrrgpdppivlea MARKINGS(CROSSWALK, RNSIMS al&Nydl:haa,,a maame re uaereM SMWtl reavpn- 2015 NON-PRO bibydlfFILED LEGEND a,mpamppa,mmaaole roapon- STOP BAR&BIKE LANE STENCIL) NT �sw od.nA `..roparPv"n Twd aira( N sewHY ofine user arM SAovM rnt 2015 Or Profile sa pezn'e:T oa used wrthaut anaullmge W INU$TAALLLIqATJ. OF BIKE LANE STENCILS INSTALLATION OF BIKE I ME STENCILS G bkedloAoi Tram J Profile O FO I�SARAT DBYD BY RILANE F NG ELT10N5 tens lmedknenelmea E^a ReglemredProfeaafpral Eegineer. ehwlnan D'a m4,8roPMas - SOLID LINES ID LINE !' 9ineer. sU�EC GR vo E TALLER JOB NUMBER m R:v SECURE\STANDARD DRAWIN0S\2055 11—de\IS Juno\pair o-TM50 s.Opn::Do— 7/1-015 3:57:58 PM xyr fOc TM521 T:\mole\Traffic\Standard Draw ngs\2015 JWy Upd to\pin,f'le TM200s_500s.dyn Defpu+ 6/26/2015 9:34:34 AM wyr20m - Effective Date:December 1,2015-May 31,2016 Effective Date:December 1,2015-May 31,2016 TM530 3876 SHEET C156 AS-BUILT DISCLAIMER: z Cc AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. 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M�,pIAN ALIGNMENT LAYCU; 1— ' Effective Date:December 1,2015-May 31,2016 TM560 "'` -- Effective Date:December 1,2015-May 31,2016 TM561 cn V/ 46 1 DESIGNED BY: O$JA DRAWN BY: D$ { CHECKED BY: PAS I SCALE AS NOTED DATE:11/15/2016 RENEWAL DATE:6/30/18 REVISIONS JOB NUMBER 3876 SHEET C157 Z CC AS-BUILT DISCLAIMER: AS-BUILT INFORMATION IS BASED ON A COMBINATION OF ¢W FIELD SURVEY INFORMATION, SPOT INSPECTION ~ INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. m Q THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULDa BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. z a ao e . J zf ¢uj`, 2 Y oW nR f WP.P. Z W YQ�'A�FiLL� W LL Z� 6- W Z J pN nr m Loo r 1 � cO Q9 3 v ' Z � c'I^� W/R O N TRACT'A' 17 }^ V STORMWATER FACILITY 18, 2 w w 18 17'F m Q \ 24 23 22 21 20 19 15 14 4-`- TAX LOT 3 I aW l I 16 16100 1 31 H TAX MAP U)8 2S 1 11DD 4 PSST ^ h + i\` M _ W 2 o -1�-. - - ------------ _ 0 0 0 © SW HALL BLVD (BEAVERTON-TUALATIN HWY,OR-141) T V J 1052+001051+00 1050+00 ..1049+00 1048+00 �47+00 1046+00 1045+00 1044+00 WQ' - __ Q TAX LOT _ TAX SCALE 1" = 40 FEET W F ir~ (4 W 1.1 400T TAX LOT LLIW f Z 1WW .3800 =W TAX LOT TAX LOT .TAX LOT TAX MAP TAX MAP J W 25 1 12CC _ 2S 1 12CB TAX MAP to¢ 3900 13800 13700 aB o ie z4 sz ao 2S 1 12CB I Qjy I TAX MAP TAX MAP TAX MAP I Iy t N I I NI 2S 1 12CB 2S 1 12CB 25 1 12CB icn -� _, NOTES a\ Z Y� \ 1. STREET SIGNS TO BE INSTALLED BY CONTRACTOR PER ODOT / Q I 1 \ I STANDARD DRAWINGS TM681 AND TM688. J J M ^0 2. PSST SIGN SUPPORTS SHALL BE 2 1/2"-12 GAUGE W . PERFORATED STEEL SQUARE TUBE(PSST). J J Q 2 SIGNING LEGEND O O of STOP RELOCATED EXISTING SW Ashford St BUS STOP SIGN PER DETAIL PER DETAIL ON C160 R1-1 (36"x36") DESIGNED BY: DS JA LEGEND: 4 DRAM BY, DS PSST-PERFORATED STEEL SQUARE TUBE W/ O ANCHOR FOUNDATION PER DETAILS ON C159 CHECKED BY: PAS SW Hall BIV(I SCALF AS NOTED RSP-ROUND STEEL POST W/BREAKAWAY I DATE:11/15/2016 POST PLATE PER DETAIL ON C160 PER DETAIL ON C160 1. ALL SIGNS SHALL CONFORM TO THE 2015 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE COOT STANDARD DRAIMNG TM223 2. DEVELOPER TO PAY CITY TO INSTALL SIGNAGE. N '- �NRY 15'N Qy'v RENEWAL GATE:6/10/19 REVISIONS JOB NUMBER 3876 SHEET C158 ZCC Y� W L) Q N= z 0.W a(UI) Primary Sign anmarvsgn a sgnmgdma ashowno n, a s 1 deCld ey rl✓ Hated.-Iii, Y. o Iall f Y 1,10"I'anJ xnM.rf .. _3 J -..-_ Secondary Sion R g Tr, Sect on RB f try h eti g \ ". Wood Post,C cn I o T t PI _. ---/ tlM 1 ih h Fn rea. 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RJrekrxd?rolasNora/Engireer Effective Date:December 1,2015-May 31,2016 TM200 Effective Date:December 1,2015-May 31,2016 TM676 _v o AS—BUILT DISCLAIMER: AS—BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. W = J ULNLRAL NOTES: 2"�2•.tz w I" r e,rid m ae tPS of Notes _J -z'/z"xe'/z^xlz w Iwo% u m'•'e ` G tie r rw de P<sT , rHwdsn=.vwv x�e°wa,woy 1` -'r w a Jw ease a cd-necrrn eml ce pxwd•nq w:n• f^ I r.rendpree Slee,swore s a x tw, a Rn me AAvrrD v m/r wr nawaener erre `a•sa ass, T_ r O „� mpnwcerore„recamdw,ed,on one nsee a,wom re,.y. 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Q 1 amNd ar n d 4 s�pn wam eer;n m rre+e sree�" s 1 qa e 9 ASTM AG 3 q e 9 W;w G140. ,J ..Genwa 0n R aa'..s,qn)-1.20.ora d "'I. a V 9,2151 +. 2 0 n. 0.} In. 0 d 8.Permgrwf sia-g u,es en/r 0.11 or a rmme�a Intend a to rsdra p reapvorV sgn'r,g,ses ac r a•15 mre-or I.5 M rs 0 Y 0 r V ,an ro ,ern•d,q srrai not o! , L r, 10.Try aqn w s M eaya ar wqn rre'a,•ry s 9n w e+creed SA.. 5 '.� 8G oI Gr/ QP x1 W M,e. _ "" 11.Eo•rwr;zc",rmem Krrcorreore,kes or arrro,eer sgns rare.ro ruzoo end : - > ar� •,,.r remmrdr a:gos rarer ro r.ev �' 'I _ 2/ z/"+rz f � _ � � b, m a ce see M Bgsa 12.Paste wv+eded N'cxrkr w ewrdrwl do rid row re afp M,s�c I C ,eek P65t - •-_. J d _ a c� '� 1 o • z 1 z / E SINGLE POST ELEVATION TING. POSTELEVATION �t THREE POST ELEVATION 1 1y\�`. 1 12 qe q':nw mo,e,d - o __� 2"OPTIONAL ANCHOR DETAI�� avi s+,oRce-..:- A.newr _-_ vim" =Ezra /-v., ro sear _ ___- P' 2"ANCHOR'DETAIL we 35ttenc w.s speed nlcrrl 1f ---- - rrer,c rmw. - " : - 8 .Fw - 5 - - "=I tyyy'1L��' •. IZ 4v. 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TEW PAR!PERFORI t0 STEEL SQUARE T,BE TABLE BASE REQUIREMENTS sbr ildna,s.an smovm rrdt 2015 ca hair, ' m+Nwma user a,damved wI ,u REVISIONS tp --g.- --.-_.. -- _.,........e.."....�.__�. -�—�.--�--�-- oa risen rwmnur c2•rsu 9e ai.ry met.no i_ -0" be usedwitlrart cmUsuM+g Re9rskred Pmkasiorw'E.9r+der. _ --- 2�2,. _ Heg5tam+r Yrgfnssiwul Engineer. -- ---- --- ANCHOR DETAtI. -5ee 2r/e'a 2iz""iz _ rrpae�R i JOB NUMBER Effective Date:December 1,2015•May 31,2016 TM681 Effective Date:December 1,2015-May 31,2016 Tfi-068% 3$76 SHEET C159 W Z W~ 'W N= LuQ CL Q Z U SIGN DETAIL PROJECT NAME _.-__.. SIGN NUMBER `SIGN 'DETAIL PROJECT NAME _ I a z -- � SIGN NUMBER Q WIDTH x HGHT. 3'-"0"x 1'-0'• WIDTH x HGHT. 4'-0"x t'-0" �1 o c BORDER WIDTH BORDER WIDTH 1' ~ CZ ANN CORNER RADIUS 1,5" CORNER RADIUS 15' < Z MOUNTING 9round4._0ii MOUNTING ground- ¢g p,.f�o'W 2 BACKGROUND TYoE ASTM TYPE Illor iV BACK,,ROUND TYPE ASTM TYPE lllor IV g z c n W -- ---' :COLOR: Green z FL;j ?W COLORS G en _ „ LEGEND/BORDER TYPE ASTM TYPE.Illor IV ��a�� w O cc —' LEGEND/BORDER TYPE TYPE Ill cr IV 5 3' Jc/, 0 5„ 5" COLOR Wn . ya�H�� W LL O 6„C ! coLOR: wn to -_.._� 4,•C .13••C J_,S••C 4"C 3' 3' 3' SYMBOL x Y WID HT SYMBOL X Y WIO HT 0 N N 5.25" 31.5 5.25” 4.4" 39.1" 4._5" 'R� W V J 2 Required 5'i9n T Z 0 N ype G' Substrote DO PLYWOOD 2 Requ'red 5g ""'G 5 b trate HDO PLYWOOD O Dimens ons are in inches tenths: Letter locations are paneledge to wer left corner Dimens ans aro-n dge to lower left corner - inches.tenths Leit 'I at'ons are panele V Il//yy�� Lo � - LETTER POSITIONS (X) LENGTH SIZE/SERIES LETTER. POSITIONS (X) -- LENGTH SIZE/SERIES �W r g S W 4 S W C 2000 O ch o 5.2 7.8 6 C 2000 a 4 ] O H o 1 6/45 A s h f o r. d 6/4.5 O N Q 14.1 18.3 22.2_T4_7 C 2000 13.3 1J._ 20.8 24.6 26.9 30.9 33.3 3,1 C 2000 28.2 31 32 3a 7 4 r� 3 B I v d 4/3 S t __/3 U L / __— e C 2000 CM - C?000 39.6 42.1 --- _ 1� - - - � �n a— � cn - - W In o N < F- W cn Y Bus r".p \ V/Sir wu 4. Q Dfm'S o AttachedA G W 5ldewsllk 8 �j _ Q r. 75- J f nnxp �� a 9.. m rrr �Ma J Z �nmv as 6wFaA J Z = N xth oESICNL eY: DS JA AdctmCed 2 Detaahul DRA6x BY: DS + Sfdewaik 6 Gnu CHECKED BY: PAS rnMg SCALE: AS NOTED 6r �aru ssrw DAiEa1/15/2016 �� re.:x cencrcu )S• `SSSS Lompasrad �S1 yVGIN. 39P r r � Rru� 9A,DER N RENEWAL DATE:6/30/19 REMSIONS AS-BUILT DISCLAIMER: JOB NUMBER AS-BUILT INFORMATION IS BASED ON A COMBINATION OF 3876 FIELD SURVEY INFORMATION, SPOT INSPECTION BUS STOP SIGN PLACEMENT SHEET � INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. C 1 6Q LS W AS-BUILT DISCLAIMER: a AS-BUILT INFORMATION IS BASED ON A COMBINATION Of ¢8 FIELD SURVEY INFORMATION,SPOT INSPECTION ~ INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. N THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD III III \ csw BE.FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED, 1a73 I( TRACT'A' B• j z a STORMWATER FACILITY i hQ Z N taz Lor III 24 23 22 21 20 19 I m 18 17 16 15 14 a QZ 16100 II IW I C7 J TAX MAP (--. RA YM ASH(TYP) IQW Z 2S 1 i1DD-I. 1 V �1I I\ STREET LIGHT STANDARD(TYP) z - __ .. 1085 1086 1087 1088 1089 1090 .1. 11@ © Q o,J: H': — Y v �X w Fri. to91 tosz 1os3 loss toss tos6 to97 togs tos9 i LAWN(TYP) - - 1101 -------- --- ;.. LAWN(TYP) _ I_ O i— --- -- ------- v, RVR —-- --—--- ---—-—--- e SW HALL BLVD W m_e - -141) ---- — — -- (..... ATIN HWY CR rc BEAVENTON TUAL.: Wl_ GI j / I1 V/ 1- TAX LOT TAX LOT of h W 1r (- 10000 C7 1 1-1 1400 3800T LL�W TAX LOT TAX LOT TAX LOT 'A QIP I 2TAX MAPS 1 12CC \ 2S 1 MAP 3900 TAX MAP S I 390D 3800 3700 I O VJ O z I J F= E 2S 1 12CB (a Ft I TAX MAP TAX MAP TAX MAP ` I SCALE 1" = 40 FEET —J %'0 2S 1.12CO 2S 1 12CB 2S 1 12CB iTi 9 I © ' 3 ao 0 Ns za sz aD ZLu T �ON STREET TREES PLANT SCHEDULE SYMBOL (TIES.-BOTANICAL NAME— COMMON NAME_ CONDITION SIZE SPACING REMARKS - - O 18 FRAXINUS OXYCARPA -.RAYWOOD ASH B&B 2"CAL AS SHOWN STREET TREE _ `_ 'RAYWOOD' - W APPROX. .LAWN SEED NIX:SUNMARK SEEDS NORTHWEST SUPREME LAWN MIX OR APPROVED EQUAL APPLY AT A RATE RUBBER HOSE AROUND TRUNK Z D 3,536 SF OF 8 LEIS PER 1,000 SQUARE FEET OR AS RECOMMENDED BY SUPPLIER. _ - OR APPROVED TIE /A Q S SEED MIX COMPOSITION BY WEIGHT.DASHER 3 PERENNIAL RYEGRASS(LCUUM PERENNE VAR DASHER 3)35X; - - _ - 12 GAUGE GALVANIZED PARE U) -�o CUTTER II PERENNIAL RYEGRASS(LOLIUM PERENNE VAR CUTTER 11)357;GARNET CREEPING FESCUE(FESTUCA RUBRA VAR.GARNET)15$WINDWARD CHEWINGS FESCUE(FESTUCA RUBRA SPP FALIAX VAR.WINDWARD)15X. - 2X2 PRESSURE TREATED STAKES(2)PER TREE; SET PARALLEL TO SIDEWALK AND STREET 18"DEEP X 10' - 3"DEEP X 3'DIA MULCH RING LONG ROOT BARRIER (DO NOT COVER ROOT FWR) GENERAL NOTES LAWN WHERE APPLICABLE �1. ALL TREES AND PLANTINGS TO CONFORM TO THE CITY OF TIGARD DESIGN STANDARDS IN ALL WAYS. PLANT IN ACCORDANCE WITH BEST PRACTICE INDUSTRY STANDARDS ADOPTED BY THE OREGON i" SIDEWALK .. .LANDSCAPE CONTRACTORS BOARD(OLCB). PLANT MATERIAL SHALL CONFORM TO AMERICAN NURSERY STANDARDS ASN 1260.1. W 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PLANT QUANTITIES. IF DISCREPANCIES OCCUR,DESIGN INTENT PREVAILS OVER QUANTITIES LISTED. _ - _ ,� - - 0 0 0 W II II 3. TREES 10 BE PLANTED SHALL MEET THE REQUIREMENTS OF THE AMERICAN ASSOCIATION OF NURSERYMEN(MAN)FOR NURSERY STOCK(ANSI 260.1)FOR(;RADE N0.1 OR BETTER. REMOVE TOP 1/3 L 4. ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS WHEN A TREE IS PLANTED WITHIN 5'OF ANY HARD SURFACE PAWNG OR UTILITY BOX. ALL STREET TREES OF-� I� o OF BURLAP(MINIMUM) 1"— SHALL HAVE A 10'LONG X 18'DEEP ROOT BARRIER INSTALLED ADJACENT TO BOTH THE CURB AND THE SIDEWALKS. CENTER ROOT BARRIERS ON TREE TRUNK. ROOT BARRIER SHALL BE DEEPROOT UB I o o (n 18-2 OR OTHER SIMILAR PRODUCT. cmrF'r 1itFfS aMAI I unr aF FI AN1m tWTN iHF CENTER OF THEIR TRUNKS CLOSER THAN 2 1/2'FROM THE BACK OF THE SIDEWALK OR ANY OTHER HARD SURFACE g s ANGLE SIDES OF RATING Q 'DOUBLE STAKE ALL STREET TREES WITH STAKES SET PARALLEL TO STREET. REFER TO CITY OF TIGARD STREET TREE STANDARDS AND URBAN FORESTRY MANUAL CURRENT EDITION. - "` `'`""` HOLE TO MAINTAIN STABILITY Q 5. SUBSTITUTION TO STREET TREE VARIETY OR SIZE MAY ONLY BE ALLOWED IN CASES OF UNAVAILABILITY AND MUST BE APPROVED IN WRITING BY THE CITY OF TIGARD PRIOR TO PURCHASE OF PLANT - IiIIII�II > ^ MATERIAL IF TREES ARE UNAVAILABLE AT TIME OF INSTALLATION,CONTACT PROJECT LANDSCAPE ARCHITECT IMMEDIATELY WITH RECOMMENDED TREE SUBSTITUTION REQUESTS. OPEN SOIL VOLUME {i 6. STREET TREES SHALL BE PLANTED NO CLOSER THAN 20'O.C.FROM ANY OTHER NEWLY PLANTED VO2 EXISTING TREE,2 1/2'FROM ANY HARD SURFACE PAVING,4'O.C.FROM ANY FIRE HYDRANT,UTILITY _ COMPACTED IOD SOIL M W BOX,OR UTILITY POUF,2'O.C.FROM ANY UNDERGROUND UTILITY,10'O.C.FROM A STREET LIGHT STANDARD,AND 20'FROM A STREET RIGHT-OF-WAY CORNER. FIELD ADJUST AS NECESSARY TO - 3'O.C.FROM BACK - 1.{.1 ',1 MAINTAIN MINIMUM DISTANCES, _ - OF SIDEWALK MINIMUM 1.,L 7. REFER ALSO TO SUPPLEMENTAL ARBORIST REPORT. B. INDIVIDUAL HOMEOWNERS ARE RESPONSIBLE FOR IRRIGATING TREES FRONTING LOTS. STREET TREES AND LAWN ALONG SW HALL BOULEVARD FRONTAGE SHALL BE IRRIGATED BY MEANS OF A PERMANENT AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. IRRIGATION SYSTEM SHALL BE'DESIGN-BUILD'BY THE LANDSCAPE CONTRACTOR. COORDINATE POINT OF CONNECTION,DCUBLE CHECK VALVE ASSEMBLY (DCVA),AND ANY NECESSARY SLEEVING NTH OWNER AND GENERAL CONTRACTOR. 1 TYPICAL STREET TREE PLANTING DETAIL 9. STREET TREES ARE REQUIRED TO HAVE A MINIMUM OF 500 CUBIC FEET OF AVAILABLE SOIL VOLUME,ASSUMING 3'MINIMUM DEPTH AND 5'WIDE PLANTING STRIP. WHERE PLANTING AREA IS LESS THAN 0161 NTS 500 CUBIC FEET(I.E.PLANTING BED IS LESS THAN 34'LONG BY 5'WIDE BY 3'DEEP)A COVERED"CLOSED SOIL ROOT PATH'SHALL BE USED UNDER THE SIDEWALK TO OPEN UP AVAILABLE SOIL VOLUME. NOTES MINIMUM WIDTH OF CLOSED SOIL AREAS TO BE 3 FEET WIDE BY 3'DEEP. REFER TO APPENDIX 11 EXAMPLE SOL VOLUME CALCULATION-STREET TREE WITH ROOT PATH IN TIGARD'S URBAN FORESTRY 1. DRIVE STAKES OUTSIDE OF ROOIBALL PARALLELTOSINTER AND SIDEWALK. cn MANUAL fnNTRAf TOR CNAII BE REQUIRED TO VERIFY AVAIUBLF SOIL VOLUME IN THE FlETD AND MAKE FlELO AO nISTMENTS AS NECECSARY TO MEET MINIMUM REOl11RF1MENTS Z, SET TREE 3'ABOVE FINISH GRADE TO ALLOW FOR SETRUNG OF SOL AND BARK MULCH APPLICATION. FINISH GRADE OF SOL/BARK MULCH v SHALL NOT COVER NATURAL ROOT FLARE. KEEP MULCH A MINIMUM OF 2'FROM BAB(OF TREE 10.'PLANTING SOLS AND PLACEMENT FOR STREET TREES:REFER TO SECTION 12 AND APPENDICES(I.E.APPENDIX 17)OF TIGARD'S URBAN.FORESTRY MANUAL REMOVAL,STORING,AND AMENDED SOILS FOR PLANTER AREAS BLENDED SOIL PLACEMENT AND COMPACTION;COVERED SOL MATERIALS;COVERED SCL MIXING PROCEDURES;AND COVERED SOL PLACEMENT SHALL CONFORM TO CITY OF TIGARD - 3. PROVIDE AN 18"DEEP BY 10'LONG ROOT BARRIER DIRECTLY NEXT TO AND SLIGHTLY BELOW LEVEL OF SIDEWALK WHERE TREES ARE WITHIN 5' --STANDARDS.FINISH GRADE OF PLANTING BEDS SHALL CONFORM TO THE APPROVED GRADING PLANS AND ACCOMMODATE MULCH APPLICATION. SEEDED AREAS SHALL BE SMOOTHED,THOROUGHLY WATER - - OF HARDSCARNG(CURBS,SIDEWALKS DRIVES,ETC.).CENTER BARRIER ON TREE TRUNK. ROOT BARRIER SHALL BE DEEP ROOT UB 18-2 ROOT SETTLED,AND AT OPTIMUM MOISTURE LEVELS PRIOR TO SEEDING APPLICATION. - - - BARRIER PANELS OR OTHER APPROVED EQUAL INSTALL PER MANUFACTURE'S RECOMMENDATIONS oESIDHLD BY, KAN 11. STREET TREES SHALL BE MAINTAINED IN A MANNER CONSISTENT WITH TREE CARE INDUSTRY STANDARDS(ANSI A300). TREES SHALL NOT BE PRUNED IN SUCH A WAY AS TO CAUSE DAMAGE TO THE - 4.. SOL MIX FOR TREE PLANTING TO BE 1/3 ORGANIC MATERIALS,1/3 TOPSOI,AND 1/3 SANDY LOAM OR AS APPROVED BY THE CITY OF TIGARD. - DRAWN BY: KAH STRUCTURAL CANOPY OF THE TREE OR IN A WAY THAT CAUSES THEM TO BECOME HAZARD TREES AS DEFINED IN CHAPTER&02 OF THE TIGARD MUNICIPAL CODE. STREET TREES SHALL BE MAINTAINED IN A MANNER THAT DOES NOT IMPEDE PUBUC STREET OR SIDEWALK TRAFFIC CONSISTENT WITH THE URBAN FORESTRY MANUAL INCLUDING _ 5. REMOVE All WIRES,METAL BASKETS TWINE,AND OTHER NON-BIODECRADABE MATERIALS FROM TREE ROOTBAIL PRIOR TO PLANTING. OEC ED BY. BRB • 8'OF CLEARANCE ABOVE PUBLIC SIDEWALKS 13'OF CLEARANCE ABOVE PUBLIC LOCAL AND NEIGHBORHOOD STREETS - 6: CONTRACTOR SHALL WATER-NILE PLANTING HOES TO REMOVE AIR POCKETS PRIOR TO SPREADING MULCT. SCALE AS NOTED 15'OF CLEARANCE ABOVE PUBLIC COLLECTOR STREETS - DATE:11/15/2016 - . 18'OF CLEARANCE ABOVE PUBLIC ARTERIAL STREETS - 11. REFER TO SHEET C118 FOR ALL OTHER STREET TREES. - _ P-0.715k A MA REN9OMS JOBINUMBER 3876 .SHEET C161 z w Z_ Y F LUMINAIRE SCHEDULE >w SYMBOL QUANTITY i LABEL I TOTAL LAMP LUMENS LUMINAIRE WATTS LLF DESCRIPTION j LAMP POLE FOOTINGS-PGE Q �-4 100W 0,720 EXISTING TOWN AND COUNTRY LUMINAIRE,16'M.H. N V b 67W 0.850 E%IS11NG LED,LEOIEK GREEN COBRA(30'M.�T c +< a,.. # 134W 0.850 LED LEOTEK GREEN COBRA 30'M.H. r5 w 134W 0.650 EXISING POLE'MTH 67W LED.(30'M.H.)REPLACEEXISTING FIXTURE WITH 134W LED,LEOTEK GREEN COBRA �o NOTE - C$ M.H.IS ABOVE ROAD GRADE - o LAMP POLE FOCTING I t LAMP POLE FOOTING � i o Z No A LB PGE - I -I! n o No.5CLLe PGE--, LIGHT LEVEL SUMMARY g ^,-,o >- ROADWAY CLASSIFICATION CALC TYPE AVERAGE MAXIMUM MINIMUM r3lM'A " wH i TARGET 2 0.9 FC AVE N A 2 0.1 FCE MIN N Az ,SW HALL BLVD(OR-141) ARTERIAL ILLUMINANCE w o= Z wD.9 FC 2.2 FC 0.3 FC H/A SW HALL BLVD(OR-141)- -4-4-1-10�" - LOCAL/ARTERIAL INTERSECDON ILLUMINANCE TARGET 2 1.3 FC AVE N A 2 0.1 FCE IN N A m < 2 OSW ASHFORD STREET E% 1.3 FC 2.2 FC D.5 FC TARGET=AASHTO ROADWAY LIGHTING DESIGN GUIDE TABLE 3-5D(2005) f ACHIEVED=DESIGN VALUE 'OAS LIGHT POLE LOCATION TABLE GENERAL NOTES: v !8 o•a c,ao- ro•��, POLE N0, STATION AND OFFSET- STREET POLE TYPE W 2 1049+99.26 47.75 R) SW HALL BLVD 'LP-3 (CITY OF 11GAR0 JURISDICTION) M o __._. 4. 4 1048+04.96(47.75 R) SW HALL BLVD LP-3 L :ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH P G E OPTION'A" O N 7 1046+6223 48.60'R SW HALL BLVD LP-3 SPECIFICATIONS. ALL MATERIALS AND INSTALLATION SHALL BE APPROVED BY P.G.E. �� M <'I PNOTEER SOURCE LOCATIONS TO BE DETERMINED BY PGE ALL LIGHT POLE 2. ALL ELECTRICAL EQUIPMENT SHALL CONFORM TO THE CURRENT STANDARDS OF THE V/ /My� Ln � -� POWER SOURCES MUST BE VERIFIED WITH PGE PLANS.CHANGES IN POWER NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION(NEMA)AND THE UNDERWRITERS W T SOURCE LOCATIONS WILL REWIRE AS-BUILT DRAWINGS. LABORATORIES,INC.(LLL.). WHEREVER APPLICABLE. IN ADDITION TO THE ® O P d \ r �Lef -OFFSET MEASURED FROM ROADWAY CENTERUNE TO CENTER OF POLE REQUIREMENTS OF THE PLANS,STANDARD SPECIFICATIONS,AND THE SPECIAL /V/+� O o PROVISIONS,ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CURRENT Q x p REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE(NEC)THE NATIONAL ELECTRICAL LAMP POLE FOO77NG 1 r ; 6 SAFETY CODE,STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI), 3 N..7LB-PGE h LAMP POLE FOOTING 4 AND ANY LOCAL ORDINANCES WHICH MAY APPLY. Z s e �'I No.20R Le-PGE -� I T P 13. NO UTILITY INFRASTRUCTURE IS TO BE LOCATED WITHIN ONE FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON THE SUBDIMSION PLAT PER ORS 92.044(7) W O O 4. COORDINATE WORK WITH LORRAINE KATZ WITH PGE AT(503)672-5484 TO DETERMINE N POWER SOURCE FOR THE STREET LIGHTS. v'm i �2• > 4 STREET LIGHTING NOTES: (CITY OF TIGARD JURISDICTION WITH ODOT SPECIFICATIONS) Q v' - , „ •n, 1.PROPOSED LIGHT POLES ON SW HALL BLVD SHALL BE PGE APPROVED ALUMINUM, L� s•�e SPUN,NATURAL ALUMINUM FINISH,ANCHOR BASE WITH 30-FOOT MOUNTING HEIGHT AND 6 FOOT MAST ARM. W = o rs -- POLE ---- --� PC,F APPROVED POLES: iTi I - ��%'Precast' i ---- --- 1 VALMONT 270845805T4/iMA0632B //� Q a MN .D2.ue PSE LAMP POLE FOOTINGS in o PGE _ (. -+ Tela a.3)2841 6 (s�s)e622-s7 Id tiapraca t. mh asonvJie 2.POLE CIRCLE S SHALL BE PGE APPROVED PRECAST CONCRETE BASES i. _. BOLT GR 11 INCH - BOLI PROJEJECTI(TN 4 INCH 46.1 BOLT TYPE 11NCH-8 NC GALV STEEL .. BOLT DIMENSIONS : 14 INCH SQUARE BY 60 INCH HIGH ' UTILITY VAULT COMPANY 5CL-LB-PGE I BASE FOR PRECAST CONCRETE BASE SHALL CONSIST OF A MINIMUM OF I-FOOT THICK LAYER OF DENSE GRADED I'MINUS BASE AGGREGATE COMPACTED TO A MINIMUM OF 95%OF MAXIMUM DRY DENSITY PER AASHTO T-99(STANDARD PROCTOR). W • A MINIMUM SPACE OF i-FOOT SHALL BE PROVIDED AROUND THE ENURE BASE .AND SHALL BE REPLACED NTH COMPACTED DENSE GRADED BASE AGGREGATE W COMPACTED TO A MINIUM OF 95%OF THE MAXIMUM DRY DENSITY PER AASHTO T-99(STANDARD PROCTOR). W_ • PRECAST BASE INSTALLATION WILL BE REJECTED WHEN THE TOPS OF THE PRE-CAST FOUNDATION IS LOWER THAN THE ADJACENT SIDEWALKS. ,^ J • THE TOP OF THE FOUNDATION SHALL ALSO BE NO MORE THAN 2 INCHES ABOVE V/ THE TOP OF THE SIDEWALK. A \ alp - 3 JUNCTION BOXES SHALL BE PGE APPROVED SPLICE BOXES. 0 V � y BOXES ARE: TRACT'A' TR ,B• _I_ POLE PROPOSED IN HERITAGE CROSSING SCALE 1" = 40 FEET PNFEWBASROVED JUNCTIONFCA132418T 0043 J STORMWATER FACIUTY IL�'' SEE SHEET C119 FOR DETAILS ae2e1H( 15 14 QUA71TE A42132418AO17 m TAX LOT 24 23 22 21 20 19 Q I W` 18 1 T j 6 40 D 16 24 32 4D UTILITY VAULT 51324HBBOA(LID)FL-30-18(BOX) 16100 ARMORCAST A6001WTAX18-PGE T P(,.,-- OLE 4 3� 1 HIGHLINE 'CHA132418HEl TAX MAP POLE 2 (LP-3) / `0 I� POLE 7 4.LUMINAIRES SHALL BE PGE APPROVED 134 WATT LED,LEOTEK GREEN COBRA 2S 1 110 (UP-3) �::�. $W /\LLB 1/B _ _ /�J ttt 1 (LP_3) FIXTURES. - - - - �.(BEAVERTON TUALATIN - - ) - - - - - - - - - - - - - - _ ,OR-141 0.6'�'o� -._ _.._.-_._- -.-____ _ ___ ___ PGE APPROVED LUMINAIRES ARE: _ _ _ _ _ _ _ _ _ _ _ _ _ _ 010 ''� - 4W LED GREEN COBRA GCI-80E-MV-NW-2-GY-530-WL ` u 13 LLOTEK ,• ,'. ,.0 " '14'1.4•12•il 12 13 i_J O 0 ll•JQ ��' "' ` 5.THE PHOTO LTCONTROL CONT SHALL BE POE APPROVED STANDARD 1WISILOK,FIECTRONIC, ^^�- '"1.4'1 '17'1.5'1)'09'0]'06'0.7'06'0.4'G3'0.3 0.4'0.6'0.6'06'0]'!0'1.5'1.9'2.1'2.0'I.B'I.5'1.3'1.3 in' I ] 1I"�..5'i.l 0.6'O6'O.fi'0.6 0 '04'04'D4'04'04'Js'05 ',6'1fi'+4•12 ,2 I�•1s`I7 "- � � '� � 105 TO 30 VOLT CONTROL y� 07'D.9'1.1 '1.3'1.3'1.2'1.0'08'0.]'0.]'0.] O6'0.4'0.3'0.3'05.06'07.06'03'09•i3'1.6'1.9'18.1.6'1.5.14'151 T •`5'ib",1 •09'0.1'06'0.6'06'06'0.5'05'05'06'06'06'0] 07'0.-� •.]•17-1�1-lt 6•1''12 12•12•1 'OB'09.10-10.10'10'1.0'10.10'0.9'07*05'03'0.3'04'06'07'07'08'10'12'1.4'15'14'1.4 IA IS'164 •i+'17it 12'11,1;911'1.0'0.9'07'0.6'0.6'0.6'0.6.06'0.6'0.6'06'06'0.7'0]'08 0.8'08 ACUITY BRAN D124-1.5-1704 PGF APPROVED PHOTOELECTRIC CONTROLS ARE, 1051+00 9 07'08'0910$6}()g'I.I '12'1.3'14'14 2'08'I.Oq4+6V'0.4'OS'03•07'0.9'10•1z•1 i1 +1.}•i.s 1c 1 E 21ft�1- 4744)6 1Q +,� 413 i61044+0 6.THE WIRING FROM THE SPUCE BOX TO THE LUMINAIRE SHALL BE PGE '3) 08'0.9'11 '13 I6'16'12 09'06'0.4'113 04 05'0.5'05 08'09'11 '11 1.2'13'1,5 IB 2 2."a, OS 0.7'0.6'05'05 05'0.6'06'0.5'O6'D]'td'4 PRO #1 AWG 600-VOLT TIDE THHN i l'I 1'10'0 APPROVED Q , P,_", 05 0 0.4 04 03 03'03 04 05 06 06 07 09'1.3'15 15 16 .., i .;..a-. wa't^.,:... :. _,<r*.,'s+",-' -.•--' .. '""`_.< '$u <arrc: as.<e6•-+o.a.�,44 S"'s7P_ _ ue31g3'WL o3 93 oa__04 es POLE5 , 2.0 i 16 1,, .. •• D[scNm Br MTS 5, 9 9 , OLE 3 33 111 08 0 v DRAM?BY: MKK POLE 1 �T W / - - (EX LP-2) (LP-4)- - y 1 ;I 07•'� - - - - - (UPLL4)- 1„-- - - CHECKED BY: JPC (EX LP-1) '. itIr 1 TAX LOT TAX LOT POLE 6 JE • i:,- 7LOT \ 'tA SCALE: AS NOTED s fiW 1 Q H �: / ,I I DATE:11/15/2016 1000 1400 (EX LP-1) LL W TAX LOT TTAX LOT ZI TAX MAP TAX MAP TAX LOT W 'I 3900(3' W2S 1 12CC 2S 1 12CB 3800 W¢ TAX MAP TAX MAP TAX MAPTAX MAP Q f' 2S 1 12CB 25 1 12CB2S 1 12CB2S 1 12CB CHRIST .... RENEWAL DATE:12/31/17 REASIMS AS-BUILT DISCLAIMER: JOB NUMBER AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION 3876 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. SHEET THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. C1 62 C7W Z CC AS-BUILT DISCLAIMER: 57 r LU AS-BUILT INFORMATION IS BASED ON A COMBINATION OF >F FIELD SURVEY INFORMATION, SPOT INSPECTION y= INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. a THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD �W BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. z a - - - - - I o L/! , 8 3 TAX LOT Z 6+Oi 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13600 a 6 _.—_ _�-_._.______F._--_--;.__-_-__- _ _}--� r ill I, TAX MAP _._. 1 13+12 ® it I}$ ( I! 2S 1 12C SW BELLFLOWER STREET 6. rz z w.. ILLI Lu - / -- - 4 - -- TAX LOT TAX LOT 3700 = 338Fw h ?w - I TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT i I } TAX LOT TAX LOT TAX LOT € �' -qq C7 2 l 6800 6700 6600 .6500 I I �I 4100 4000 TAX MAP 3800 TAX MAP 2S 1 I1DA Ili ' m(-"8 o iz s Z O 6900 TAX MAP TAX MAP ll TAX LOT `R 5 1 m .TAX MAP TAX MAP TAX MAP TAX MAP - .TAX MAP i 2S 1 11DA TAX MAP - 2S 1 11DA 2S 1 flDA 2S 1 11DA 2S 1 11DA I I 2S 1 11DA 2S 1 11DA 2S 1 11DA ' I I 13700 _T APPLEWOOD PARK 2S MDA CONNECT TO EXISTING ' I - d TAX MAP12CZ Q Q SANITARY SEWER(TYP) -_ \ o O N _i TAX LOT CONNECT TO EXISTING * °" WATER MAIN(TYP) 14 I o s uj 14800 1 - -TAX MAP t ;2s1nDAI �0 1 Z . O 4 6 7 8 1 x I 9 10 11 12 13 11: m V I iaeooT c �=M z -j I 5 I \ J F I TAX MAP /�W 2S 1 12CB V/ T o O to O _ - - - - - - - n } TAX LOT _\ - -i 4 1 y 16 Lo sup ARY , pd I 14700 __ TAX MAP 2S 11DA ' \\ \ + m �. I,/I TAX LOT r APPLEWbOD PARK 3 } 3900 W O Q N0.3 SUBDNISON- * \ -TAX MAP N \ i N r _ 17 I 25 1 12CB V m 23#JG TAX LOT ,... /,... -._ 1 I /A M 14600 .1--_ -.. __- ___- .,: - __ __ - - W$CHMI_D -< V Y.1 1 - TAX MAP _ _ - - - - ` LOO CURB INLET(�) ..:/ { `- 2s 1 noa 41 42 a /' S5 �6 \ .. 18 II 1 lil = = i 1 STORM DRAIN 1 SW ASHFORD I{ - MANHOLE(TYP) 1 ' ' STREET III -- ------- ------ - I - 1 I} .. M I W � TAX LOT I 1 'le W 14500 -- 43 54 € 57 1 n' + -U i I SANITARY SEVER {.+00 11 I -W ASHED {y. Q ' 2S 1 MAP SANITARY MANHOLE(TW) I 4°SANITARY SEWER I 0 '"' - r ��r-�--�I �f---STREET Q� W ` t 4® —___—__ LATERAL(TYP) ar +�* x - -_wnr- � W i ATER MAIN I �~ •'• CONNECT TO EXISTING ��/� � 44 1 :: I� ;� I 53 58 I3 Ig / - SANITARY SEWER_ TYP t} Z �. l v 8"S`ITARY MAIN �I p 1 19 I IS 9+00 - - s.w �w ---�- - + _ 39 45 gI O 52 59 w 10+00 - w.r--�,g ..r ]ER MAINr 11+00 a 4"STORM DRAIN---- 11+00 1 3 -I 1- ., E .`; LATERAL(TYP) 20 I I c TAX LOT L I Q of I I I �' ¢ R 3800 a 1 SW ASHFORD '< - a 51 60 € $ I� TAX MAP J N 38 46 _ - - t g I zs 1 1zcB d CONNECT TO EXISTING - Q 1 .:-( - I I WATER MAIN()P) STREET I 21 w } 36 TAX LOT 22 1 TAX MAP __- 47 50 61 _.- I 2S 1 11DA -- TET J -- } TAX T1400T oI +- -t--� I 35 \ 37 1 I WATER ALITY I I I TAX MAP _ \ _ _48 / - -49- - -MAH (TYP) 2) 23 I 2S 1 120B ' FIRE HYDRANT TYP o STORM CURB s (TYP) S SCHMIDT Lu TAX LOT NLET(TYP) y - - - LOOP _ Ii o a �. T430o - - - - 24 + TAX MAP 11 '- 2S 1 11DA wr '+� nx ro m —_ 1 I ^ 11 34 / - - + - - -- 15° RMIMAIN fl A -/ !! ' lig- - - - - - . ti TAX OT L s _ I Ili � �- 10000 O .- TAX MAP -- STORM 112 WIDE STORMWATER 2S 112CC 33 32 OUTFALL TRACT'A' STORM DITCHFAgLITY ACCESS 31 30 29 28 27 26 25 STORMWATER PACILTY INLET(TV) $ TAX LOT 14200 TAX MAP - IaA'� I )MOVED BY. DS JA 2S 1110A - - - _ _ - - _ _ _ - _ - _ DRAY4V BY: O$ PAS ,,._____ -___-____ ____ _________ ___________ _ _ ___fl_____.... -r_ BLAB AS NOTED I. c• Y: p SW L�4N TEE DATE:11/15/2016 / MILLMONT PARK X A r R T tp SUBDINSION \ 1 TAX LOT TAX LOT - � TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT I i P� TAX LOT 15100 15200 _ 15300 15400 15700 I 15800 15900 1600 TAX LOT PE 3000 TAX MAP TAX MAP TAX MAP TAX MAP TAX LOT TAX MAP TAX MAP TAX MAP 16100 AX MAP -` 2S 1 11DD 2S 1 flDD 2S 1 11DD / 15500 \ 2S 1 11DD 25 1 11DD 2S 1 110D TAX MAP 1+ I V TAX MAP 25 1 11DD 25 1 11DD T o T o 2S 1 11DD �' TAX MAP TAX LOT � 25 1 11DD 25111DD - -_- ---- - -------- - it F NWar r'A. 15600 TAX MAP - CI II I RENEWAL DA N,/3 2S 111DO _- __ _ _____ _ j RENEWAL DAZE:6130/18 RENSIONS SW HAMLET COURT _ � a -\ / TA62LOT ,i I i TAX�OLOT 'SCALE 1 = 40 FEET SW HAMLET STREET _ y \� Tax MAP L I TAX MAP `,I - 2S 111DD L .I; '4 2S 1 12CC 40 0 16 24 32 40 JOB NUMBER - 3876 SHEET C175 AS-BUILT DISCLAIMER: ?cc AS-BUILT INFORMATION IS BASED ON A COMBINATION OF W FIELD SURVEY INFORMATION, SPOT INSPECTION w INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. X cc BEEF ENGINEER STRUCTION INFORMATION WAS COMPLETED. HERITAGE CROSSING 0. (7 w � CO�a Z O Er Q STORM CONSTRUCTION PLANS Boz, -W � 3.'m q Z W SW BELLFLOWER_ _ y = C7 C I - - _--STREET f - TAX LOT TAX LOT TN(LOi TRX LOT TAk L07 0�.. TAX IAT TA%LOT TA%LOT rAX LOi T/i(LOT 3700 6800 - 6700 8800 6500 ?i W 410 8000 3900 3800 TAX MAP 2$1 O ' TA 690068MTAX MAP TAX MAP TAX MAP TAX MP ,z TAX LNP I iAx Mer Ax MP TAx WP nw I STORM DRAIN CONSTRUCTION NOTES 2S 1 110 2S t 11DA 2S 1 110A zs t itDA 2s 1 11 DA a W 2S 1 UDA 2I 11104 2TAXI 0DA 25 t 11M a> 1.ALL CONSTRUCTION AND TRUC ION SHALL COMPLY WITH THESE PIANS AND THE APPLICABLE REQUIREMENTS OF CLEAN WATER /'yy�w// 714 LOT a a SERVICES DESIGN AND CONSTRUCTION STANDARDS RdcO 07-20. W 480 v r 2sAi 7W7a 4 5 6 7 g I rn 9 10 11 12 13 14 2 STORM BRAIN PIPE SHALL BE AS SHOWN ON THE PIANS,OR EQUAL IF APPROVED IN ADVANCE,IN WRITING BY CWS Z J m 4AX LOT D 3.POLYVINYL CHLORIDE(PVC)PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM D-3034,SOR 35(4°15� ASTM F-679 SDR 35 Z O y1 -- I TAX _ - 11 - _ _ 15 T39�i (18°-241,ASTM C-900 D 174DR18(4--121,ASTM C905 D 1784DR18(16'-241.GASKETS SHAH CONFORM TO THE REQUIREMENTS 12S i 11DA SW SCH IDT LO P ° 16 TAX MAP OF ASTM C-477 AND ASTM D-3212.POLYPROPYLENE PIPE(12-30"�SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2736.PIPE /� 3 - - - 2s i 1218 SHALL BE JOINED WITH A GASKEfED INTEGRAL BELL AND SPIOOT Joia MEETING THE REQUIREMENTS OF ASTM F2736. V/ I \ '-F14 - MM n W lasm I r 4.DUCTILE IRON 01 PIPE SHAH CONFORM TO THE RE UIREMFNfS OF AN51 A21.50-1 OR AWWA C150-1 CEMENT N wi L40 Q LINED PUSH 0 V� W - - ¢ TAX WP - � 1 a�Q 2s I nw 2 42 1 55 I1s MP 681 JOINT.THE MINIMUM THICKNESS CLASS SHALL BE CLASS 50(UP THROUGH 12"DIA.PIPE)AND CUSS 51(14°DIA.AND LARGER PIPE). 0TA%iAr43 1 57 5.CONCRETE PIPE SHAH CONFORM TO THE REQUIREMENTS OF ASTM C14 CLASS 3(NON-REINFORCED CONCRETE PIPE),ASTM C76 OR O 0 W ASHFOR SW ASHFORDC655 WALL B RENFORCED CONCRETE NON-PRESSURE PIPE ASTM C361 RENFORCE)CONCRETE LOW HEi1D PRESSURE PIPE.G4SKEf5_ ( ), ( )uAj„� 1O , 0� ° ° TREET(EXT STREET_ SHAH CONFORM TO 1HE REQUIREMENTS OF ASTM C443. 9 3 qq STM E 53 58 ^ (' 1 6.THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF O.S.HA AND IN PARTICULAR THOSE PERTAINING TO vzLn - -y S STREETRD i 39 45 w 1 52 �I 1 59 1 1 19 ,,G / r�0 ADEQUATE SHORING AND TRENCH PROTECTION. r --- ' 60 20 TAX MAP W O 0 zs 1 1208 7.THE CONTRACTOR SHALL FLUSH THE ENTIRE STORM DRAIN SYSTEM AND VIDEO INSPECT ALL STORM SEWER PIPE.A COPY OF THE TAx Lor C 7 46 a 1 51 1W- U COMPLETED AND VIDEO TAPE SHALL BE SUBMITTED TO CWS.FLEXIBLE PIPE MATERIALS SHALL BE DEFLECTION-TESTED BY PUWNG AN /R T14400 STM F 38 N > 21 _ APPROVED MANDREL THROUGH T14E COMPLPIPE UNE v I_ MM 12s 1 11DA 3 47 50 al Lor V, 61 22 I 8.IF DURING THE COURSE OF INSTALLING UNDERGROUND UIILIDES DRAIN TILES ARE ENCOUNTERED,THE CONTRACTOR SHAT NOTIFY THE Lor 62 W - 35 37 I o X400 DESIGN ENGINEER AND CWS TO DETERMINE HOW THE TILES WILL BE ROUTED. � D III iAx � 48 I 49 / 23 j rax1 MPP T m I5 2S 12CE 9.ALL STORM DRAIN PIPE CONNECTIONS TO CATCH BASINS,MANHOLES,AND OTHER RELATED STRUCTURES SHALL BE WATER TIGHT AS = ' 2s 1 1iM `SW SC M L P / 24 PER CWS REQUIREMENTS.THE CONNEC11ONS SHALL BE FINISHED WITH PORTLAND CEMENT GROUT. 34 Q V• 10.THE CONTRACTOR SHALL KEEP RECORDS OF ALL CONSTRUCTION THAT DIFFERS FROM THE APPROVED PLANS AND SHALL MAINTAIN IETii T-TT THEEO'OP�ECTWINGS°DURING THE CONSTRUCTION PERIOD.°RECORD DRAWINGS°SHPLL BE SUBMITTED TO THE ENgNEER AT THE END OFW M0LOi TRACT'A' 5" MAP 2 M a2Do 33 32 31 30 29 28 27 26 25 112 11.THE TION.�TOR SFIALL NOTIFY THE PROJECT ENGINEER 48 HOURS PRIOR TO THE START OF CONSTRUCTION AND ANY STAGEDit v,K MAP SfM A - 12.MANHOLES SHALL BE PRECAST CONCRETE SECTIONS WITH MINIMUM INSIDE DIAMETER OF 48 INCHES,CONFORMING TO THE -- `� / TAX LOT SW LANGTREE_ REQUIREMENTS OF ASTM C-478,EXCEPT AS NOTED ON THE PLANS,PRECAST MANHOLE RISERS,TOPS,AND BASE SHALL HAVE A i\ TAX LOT TAY LOT TAX Lar TAX Lor j 1s - MINIMUM COMPRESSIVE STRENGTH OF 4000 P51.FLAT TOPS SHALL BE ECCENTRIC CONES EXCEPT WHERE FLV TOPS ARE REQUIRED PER u TAX Lor TAX DT T^X Lor :rax LOT T-, LOT TI Lor o\i ts7ao I tseoo ,s9oa t6W STREET STANDARD DETAILS.ALT.FIAT TOP MM&plfS SHALL HAVE CENTER OPENING UNLESS OTFERWISE SPECIFIED BY CITY'S PROSECT 1510 15200 15300 15400. 15500 TAX L TAx MPP TAX MAP TAX MAP TAX MOP TAX MAP 30°0 TAx WP 1 TAX MAP -ax MAP TAX MAP TAX MAP 15600\2s 1 1700 s 111D�2S 1 1,0 25 1 770/ 2s,1100 MP:6.87 INSPECTOR.POURED IN PLACE MANHOLES WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI MAY BE SUBSTITUTED. TAX UAP CIS 1 11OD:2S i IIDD:2S 1 11DI2S 1 11D�2S 1 11OD/ TAX MOP I- 2S 1 IID 2S 11100 - Z i - � ..� 13.AFTER THE CONTRACTOR HAS BACKFILLED THE PIPE ZONE OF THE TRENCH AS REQUIRED,THE CONTRACTOR SHAll_.THEN BACKFILL THE BALANCE OF THE TRENCH,WITH CLASS"B"CRUSHED ROCK,IN ONE FOOT(1')LAYERS,MECHANICALLY COMPACTING EACH LAYER TO O SITE 95%FOR TOP 9 AND 90X BELOW 4'WHERE CLASS B°BACKFILL IS REQUIRED AND 90%THROUGHOUT FOR CLASSHA A BACKFILL AREAS PER FOR TO T-99.ANY%BELOW 4'WHSETTLEMENT CLASS OF THE TRENCH OR DITCH DURING THE GUARANTEE PERKED SHALL BE CONSIDERED TO BE THE RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE DISTRICT OR THE OWNER. rr' 1 C� 14.UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DIRECTED BY THE PROJECT ENGINEER,EACH SERVICE CONNECTION SHALL BE LAID U IN A SEPARATE TRENCH ON A STRAIGHT UNE AND GRADIENT FROM THE TEE TO THE END OF THE SERVICE CONNECTION,THE SERVICE CONNECTION SHALL BE INSTALLED WITH THE SAME ACCURACY AS THE MAIN SEWER. MM 15.EACH SERVICE CONNECTION SHALL BE PLUGGED WITH A RUBBER RING PLUG.A 2"X4"MARKER PAINTED WHITE SHALL BE PLACED AT 1.V THE END OF THE'PIPE TO A POINT ONE FOOT(1')ABOVE THE SURFACE OF THE GROUND,A DETECTABLE WHITE MAGNETIC TAPE W (°THORDURATEC WHITE STORM DRAIN RIBBON OR EQUAL'1 WITH THE WORD"STORM*AT REGULAR INTERVALS SHALL BE PLACED ALONG I- E SERVICE CONNECTION FROM THE MAINLINE TEE TO THE GROUND SURFACE. W 16.IN EASEMENT AREAS,ALL MANHOLES SHALL RAVE TAMPER-PROOF LIDS PER CWS SPECIFICATIONS,OR APPROVED EQUAL THE RIM Z SHALL BE SIX INCHES(6')ABOVE FINISH GRADE. O 17.THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND DEVICES TO REMOVE AND DISPOSE OF ALL WATER ' U) ENTERING THE TRENCH EXCAVATION WRING THE PROCESS OF LAYING THE PIPE.WATER AND DEBRIS SHALL NOT ENTER INTO THE v DISTRICT'S DRAIN SYSTEM.WATER AND DEBRIS SHALL BE DISPOSED OF IN AN APPROVED MANNER. 18.ALL NEW CURBS SHALL BE STAMPED TO INDICATE WHERE EACH STORM DRAIN LATERAL CROSSES BENEATH THE CURB LINE.THE Z W I STAMP IMPRESSION FOR STORM LATERALS SHALL BE LETTER*D".IMPRESSIONS SHALL BE 2 INCHES HIGH,ON TOP OF THE CURB AND SHOULD ACCURATELY LOCATE THE SERVICE BELOW THE STAMP. E 19.STORM LATERALS SHALL BE WHITE. cc 0 ' 20.ALL STORM DRAIN PIPES PIPE WITH A MINIMUM OF FOUR FEET OF COVER FROM FINISH GRADE SHALL BE PVC,SEAMLESS SHEET I N D E/\ Q U CONFORMING TO ASTM 3034,SDR 35,POLYPROPYLENE PIPE CONFORMING TO ASTM F2736 OR PVC RIBBED CONFORMING TO ASTM I D1784. rI L� �-F I C200 - STORM DRAIN CONSTRUCTION COVER SHEET 21.ALL STORM DRAIN PIPE WITH A MINIMUM OF TWO FEET OF COVER FROM FINISHED GRADE SHALL BE PVC C900 OR C905. kyr C201 - STORM DRAIN 'B' PLAN AND PROFILE 22.ALL STORM DRAIN PIPE WITH A MINIMUM OF 1.5 FEET OF COVER FROM FINISH GRADE SFWl BE DUCTILE IRON(DI)CLASS 50 WALL C202 - STORM DRAIN 'C' PLAN AND PROFILE THdNESS,UNLESS OTHERWISE SPECIFIED. O C203 - STORM DRAIN 'D' AND 'E' PLAN AND PROFILE U j C204 STORM DRAIN 'F' AND 'G' PLAN AND PROFILE ATTENTION EXCAVATORS: C205 STORM DRAIN DETAILS DESIGNED-. BS JA OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE DRRAWNNB BY: DS C206 STORM DRAIN DETAILS OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SEF FORTH CHECKED BY: PAS C208 STORMWATER FACILITY AND STORM DRAIN 'A' PLAN AND PROFILE IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY DATE 11/15/2016AS NOTED C209 - STORMWATER FACILITY DETAILS OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, C210 STORMWATER FACILITY PLANTING PLAN YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT Olt; LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. RY 15 T'JQ 4yOER N V RENEWAL DATE:6/30/19 REVISIONS JOB NUMEER 3876 SHEET C200 0W Z M >F 12° U MAIN 10"CURB r 33-_ INLET LEAD N Z STORM DRAIN LATERAL TABLE a p�I� oT 14 I lOT DISTANCE FROM DOWNSTREAM PIPE DIA./TYPE LENGTH SLOPE DEPTH 0 END IE IN 0 END IE®MAINLINE �, i "PUBLIC" I L. STRUCTURE / Z U 2� I $ D 1 III 04 0.00' STM MH-87 4"C900 DR-18 31.40 0.0200 3.1 193.85 193.22Lu 4 5 6 7 8 a 1a " I 9 10 11 12 13 I' 05 0.00' STM MH-B7 4"C900 DR-18 30.22 0.0200 3.1 193.82 193.22 0"CURB / f 12" a (L J 1 1 INLET LEAD MAIN a Q I 11 06 53.48' STM MH-B6 4°C900 DR-18 38.98 0.0200 2.7 193.67 192.89 Z STM CI-B6.1(71D342C , \ $ B 15 1 07 18.48' STM MH-BB 4"C900 DR-18 38.95 0.0200 2.3 193.53 192.75 ` "a g off' w Lu 1- -1 OS 310.68' STM MH-BS 4'C900 DR-18 38.95 0.0200 2.9 193.07 192.29 v3i?F44„o o.Z w o 09 210.29' STM MH-B5 4"C900 DR-18 38.98 0.0200 3.8 192.57 191.79 `$7• - w m 8 Z O STM MH-D1(111)339) el + \ / "0.0 'E^' Z a W u. ®T STM MH-66(111)341) - -- - -- j 10 138.29' STM MH-BS 4"C900 DR-18 39.01 0.0200 3.2 192.21 191.43 \�--�..-�� + - -,- -- ---- - ., _ _ <. - STM MH-B5(11D338) AI Z o .� �',.f�r 2a _-.s--„er•• *+--..-..--..* -__jl*O0, w•*-- 17 I + 11 88.29' STM MH-B5 4°C900 DR-18 39.02 0.0200 3.3 191.96 191.18 MAIN T 1 �H S1M 11 7 111)344 - 12 38.29' STM MH-B5 4"C900 DR 18 39.03 0.0200 3.3 191.71 190.93 (n ( )_: ;, - , i :._. _,,-.. \ Cl-G2.1--\ MMHB 11D332)p 48 FLAT-TOP MH v' W� \ k STM CI G21 1 ST 4( - s � \ I 13 24.29' STM MH-65 4"C900 DR-18 38.62 0.0200 3.3 191.63 190.86 HORZ:1-5' - - - /T - LOO�Q � 51M q-84.2(11D345C) VERT:1'5' �✓ S1M q-86.2(1 343C)\ � 55 56 :\ ° (i 17 81.36' S1M MH-64 4'C900 DR-18 38.67 0.0200 4.2 190.25 189.48 V 2 -+ 41 \ \ , J 196 196 O E2 ( / \ \_ it � \ \ \ $ G / / 18 51.11' STM MH-B4 4"C900 DR-18 42.17 0.0200 3.7 190.14 189.30 -� _ II ( - - I 194 �- - 194 ' 19 117.01' STM MH-83 4"C900 DR-18 39.00 0.0200 3.7 189.45 188.67 _ a IF f0 --F '� Lo rip o 20 87.01' STM MH-133 4"C900 DR-18 39.00 0.0200 3.7 169.33 186.55 192 CI LEpD' ••• o � I 57 I PIPE 10 D .{192 c / r STM C-134.1 11D333C CS HFORD +� 'I I 1 21 57.01' STM MH-B3 a C900 DR-18 39.00 0.0200 3.6 189.21 188.43 x° - 1 IE 19 Hi0.38�-� O O - ( ) w.'N-- 190 �- 1$5 - 190 r TRE TEXT) M STM MN-134(110332) - 22 27.01' STM MH-B3 4"C900 DR-18 39.00 0.0200 3.5 189.09 188.31 AN q 10'' '15 . . 1i Q a 1 STM MH G1(111)334) 188 4 1.18&63 N LED 188 _ STM MH-G2(10337),. ISM 23 7.41' STM MH-B3 4'C900 DR-18 38.97 OA200 3.4 189.01 188.23 -�- ---IE 1 8. ULb 186 .1 186 Z r l ,� I 24 0.00' STM MH-133 4°C900 DR-16 42.55 0.0200 3.3 189.05 188.20 -1-jI 1 19 \\I 'li 41 7.40' STM MH-B6 4"C900 DR-16 33.06 0.0200 2.5 193.36 192.70 184 --I i. 184 Lu O O 59 _ III ( 0 2 4 6 8 10 12 'R N III 42 332.33' SIM MH-B5 4"C900 DR-18 33.06 0.0200 2.6 193.06 192.40 - Q V CURB INLET TABLE I o 55 133.18' STM MH-B5 4"C900 DR-18 32.99 0.0200 3.4 192.06 191.40 12' vim``, 20 H I MAIN / 56 38.44' STM MH-B4 4"D3034 SDR-35 32.24 0.0200 4.4 189.87 189.22 e CI RIM IE OUT SUMP PIPE PIPE TYPE SLOPE LENGTH DS MH STATION&OFFSET ALIGNMENT 60 PI + /."^s - - STM CI-61.1(1ID313C) 191.99 188.31 1.60' 10' C900 DR-18 0.0065 15.29 LF STM MH-Bt(11D311WQ) 15+95.90(14.0D'R) SW SCHMIDT LOOP 1 o t 57 7.40' STM MH-134 4"C900 DR-18 32.62 0.0200 4.3 189.69 189.04 21 /�� _ I p I I - - ` ,I 58 147.46' - STM MH 83 4'C900 DR 18 33.00 0.0200 4.2 189.45 186.79 STM Ci-B1.2(1)D312C) 191.81 187.19 0.78' 10' C900 DR-18 0.0075 20.05 LF STM MH-B7(11D311WQ) 15+95.91(14.00'L) SW SCHMIDT LOOP ° z I 10 CURB W W 0 "P 59 111.48' STM MH-B3 4"C900 DR-18 33.00 0.0200 4.1 189.30 188.64 INLET LEAD STM CI-82.1(110345C) 192,30 188.89 1.62' 10" C900 DR-18 0.0013 31.77 LF SIM MH-132(11D329) 15+18.86(25.97L) SW SCHMIDT LOOP 61 STM B 1 ; INLET CURB N INLET LEAD I 1 22 I Q<1 60 75.48' STM MH-133 4"C900 DR-16 33.00 0.0200 3.9 189.16 188.50 in A STM CI-63.1(11D331C) 192.59 189.59 1.75' 10" C900 DR-18 0.0310 20.94 LF STM MH-63(11D330) 15+04.91(14.01 SW SCHMIDT LOOP 1 '.I= j i / 61 39.48' STM MH-133 4"C900 DR-18 33.00 00200 3.7 189.02 188.36 STM CI-134.1(11D333C) 193.98 188.65 ?.6T 10' C900 DR-18 0.0109 11.00 LF STM MH-B4(11D332) 13+22.81(14.00'R) SW SCHMIDT LOOP SIM CI-133.1(,1D331C) W 62 / 23 1 62 8.77' STM MI 4"C900 DR-18 33.00 0.0200 3.9 188.14 STM CI-64.2(11D345C) 194.14 190.56 1.6E 70" 0900 OR-18 0.0051 35.60 LF STM MH-64(111)332) 12+92.64(14.72'L) SW SCHMIDT LOOP t 11 .STM MI(111)330) 1 STM CI-81.1(11 D313C) 0.0 STM Ci-86.1(11D342C) 195.71 192.51 2.18' 10'-C900 DR-18 0.0041 17.05 LF STM MH-136(111)341) 23+31.72(14.001) SW SCHMIDT LOOP // ': 77 �I� �'+ 735• STM 046.2(11D343C) 195.76 192.33 L63' 10' C900 DR-18 0.0432 11.34 LF STM MH-B6(11D341) 23+32.24(14.00'R) SW SCHMIDT LOOP / 'X 24 I +++o w" NOTES; STM MH 62(111)329)-4B"FLAT-TOP MH STM CI-132.1 1,D345C 1 I HORZ:1°-5' CURB INLET RIM ELEVATIONS ARE BASED ON TOP FACE OF CURB - �/ ( ) „ 1.TRENCH BACKFILL SHALL BE CLASS'B'3/4"-0 GRANULAR WITHIN VERT:1" 5' STREETS OR PATHWAYS PER CLEAN WATER SERVICES DETAIL YG SIM MH-B2(170329) 194 194 W 2 CURB INLETS ARE TO BE STAKED CENTER AT FACE OF CURB. STM MH-131(11D311W0)- IP 0. T RI PER P STAY CI-131.2(11D312C) 3. I OR �ONLET CATCH BASINS(CG-30)SHALL BE PER CWS DETAIL N0. 192 `--- A ��- 192 Ii 4.STORM LATERALS MARKERS MUST BE WHITE 90 0 ; $ Et. 190 Z AS-BUILT DISCLAIMER: TRACT'A' o 188 c 188 Q STORMWATER FACILITY 5.ALL NEW CURBS SHALL BE STAMPED WITH THE LETTER°D°TO � I AS-BUILT INFORMATION IS BASED ON A COMBINATION OF I INDICATE WHERE EACH STORM SEWER LATERAL CROSSES BENEATH fY j THE CURB LINE i8fi�-4 ,1 7.1 186 {•L FIELD SURVEY INFORMATION, SPOT INSPECTION j Q INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. 6.STM MH-BI IS A 72'FLAT TOP WATER QUALITY MANHOLE AND IS 184 1 184 THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD " TO BE CONSTRUCTED PER DETAIL 250 ON SHEET 0206. + Z BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. _ _ 7.MAJORITY OF STORM LATERALS CROSS ABOVE WATER MAIN. az -6 1 12 1az Q - SCALE 1" = 40 FEET - 0 2 4 6 8 70 12 MAINTAIN 6°CLEARANCE SEE WATER PLAIN(SHEET C401)FOR - - DETAILS. z 40 0 IB 24 92 40 0.0 `O^ .10"CURB 56..- 0.0 ..,. c + J INLET LFAD ',� a 210 ___ - - _- P__ _.-_- --_r_ _____._T--- - 10 15" MAIN CLASS'A"TRENCH BACKFILL __ ___.. T G- 2 j- CLASS-'B-TRENCH BAC FILL \ _-- MAIN i PER CWS DWG.NO. I I � I - i .205 _- .-- -- __ � --- ( _. I 11_.__.- --� - __.-_ 205 �\ -- ----- -- S JA DESGNM 200 �-- -J.__-. _12 G900 6R-1E :.T I. -_ -__ .�� 2GO DRAM�BY:Y. D DS L=94.91 EXISTING GROUND AT -_ _ _ _ _.- -. _ _ ___.__. ___5=0.0050 SDR-35 AT 15"C900 DR-18 / n+ECKm ev: PAS __ 6 _ _____ 6-0.0047 I' 12°C900 DR- 2 CEN1d2LINE OF PIPE ,_.__-'�__ L=41 02 15"C900 4245 SANITARY MAIN 7= _.-- -__ _.. .. _ - -_.. ;_ - -CRO -(-TYR --_.,. 195 scale AS NOTED 195 --I .- -- 18 L-347.87 5=0.0047 •---- - -- 5=00046 5=0.00gp 18"C900 DR-18 10"CURB _f��'^ 1 --- ( I. L=56.97 INLET LEAD 63• A DATE:11/15/2016 I-- -__ - -- CENTERLINE OF PIPE -- - FINISHED GRADE - MAIN -_. - - �-_. _ - WAT - - 5-0.0054 190 -_-_ --__ _-... _. -__ ___- - __ _. _ _ ___ -_ -- __ _ - _ _-_ 15°C900 DR 18 L 181 07 S 00032 1--- 190 S NITARY LATERAL .-_- --__ .. _ ,.:- IE OUT:186.64 VS y� a8 MH-87 111)344 _ CROSSING EYP) SANITARY MAIN SANITARYMAIN (Tf�yRpM 8 SAND - ---- =--. -t,, __T INSTALL STORM HEADWALL 185 ( ) S1M MH-86(111)341) ( ---_-_- ( � 'I ) -- a - �- STM MH-B4 111)332 - STM MH-83 itD --_ __ ---- 185 MITER TO MATCH SLOPE STM MH et(i1D311W0)-72"FLAT-TOP WATER QUALITY MH 9 -_ OSSING - - f - -{� {{ -t VERT., 1" ' FLAT-TOP 48"MANHOLE �T-TG•48"MANHOLE ' BOSSING(TYF) I r"""^` � . STM MH B5(111)338 - �, -� ) ( 330) � g"�A(7� �'i I AND OUTLET PROTECTION _. .780 I__-_ STA 23+29.74(2.94R) .. ( ) _FLASTAT13 48.81(300) �STAT15+02,10(6H77L)..__ BERT:1"5' m SLA 22+42.25(17.60L FLAT-TOP 48"MANHOLE MANHOLE PER PLAN ON SHEET C208 SW SCHMIDT LOOP -- -i---------- --- - - ---- - --STA 12+38.36 20.80E -I--- - L.. 180 j STM MI (110329 194 �T T ---I- 194 gA'OER N N` i SMA 8+6.62 STM B SW SCHMIDT LOOP SW SCHMIDT LOOP SW SCHMIDT LOOP SW SCHMIDT LOOP FLAT-TOP 48"MANHOLE STM MN-131(11D311WQ) _PoM=RER'{Apt _ .� _�I RIM:196.62 STA 7+67.86 SRA B STA 4+19.99 S1M B STA 3+26.46 SRA B STA 1+45.39 STM B i WATER QUALITY MANHOLE RENEWAL DATE;6/sD/19 175 ---IE IN:4"LOTS 4.5 LAT(PER TABLE)-RIM:195.52 .___-- __..-- RIM:194.20 - RIM:193.61. RIM:192.32-`_ SFA 15+39.83(7.28Q 175 FIAT-TOP 72" 192 - - -._ _-.. J T 192 IE IN:190.13 SW SCHMIDT LOOP _ �evisloNs IE OUT:192"28(12"E) IE IN: 191.83(,2"W) (t2°W ! IE IN:188.49(12"N) IE IN:187.70(15"N) - STA 1+04.37 STM B ! SFA 15+85.28(3.00'R) -Mpp•N11 CORE __-- --__ --- _.�____IE IN: 191.84(10"S)STM Cl B6.2 _. .__C-UBLIC+-$TQRM!-DRAINLB---- -- __._:_. ...:.. IE IN:190.19(10"NE) -._-J.__. IE IN:188.63(12"E)-_i.-_ IE IN:188.94 10"NW)STM CI-133.1 190 r --• PWE 0..190 ,70 fi j. IE IN: 191.86(10"N)S1M q-86.1 r HORZ:1"=40' ! IE OUT:18&96(12 5) IE IN:190.38(10"NE)STM CI-B4.2 IF IN:4"LOT 24 LAT(PERTABLE) IE IN:187.6•(15-NE) --- T-- 170STA p+H56.96LS1M B 1� _ „_ PIPE_I.D. ( ) RIM:191.66 . 188�1�f-� -✓ ,184 ,19.6( 154,\. 186 j IE OUT: 191.77 L 1"=I 70' I -_ IE OUT.188.28(15 S)-; ( - IE OUT:187.18(15°W)- IE IN:186.21(15°E) IE;1 8,21 15�* ��10 )>- ' ` JOB NUMBER .165 _�..- ..- .-_`-'- {- 1 -4 _ H-I 165 ( - 112"E PIPE LINLESS'IOIHERWIS NOTED IE IN:188.53 10°W)STM CI-84.1 IF WT:187.55 15"S IE IN:18&85 10"E STM CII IE IN.186.21(10NW')S1A1 CI Bi.t MAI 695- -GI LEAD MAIN MAIN 186 3876 �_ I ._ _L__ i IE IN:186.95 15"� 186 160 1 '---- -- o ---_ -_._. -- o err 160 IE IN:187.04(10'SW)STM CI-81.2 184�--- •IE.81�6.2 n n o o o o + o m o m o m o 0 IE OUT:186.95(18'SE) SHEET o 87 04 :. .-. SUMP:180.93 �..�.�._. L 1_� 0201 182 0 2 4 6 8 10 12 14 182 Z CC I Z CC AS-BUILT DISCLAIMER: AS-BUILT INFORMATION IS BASED ON A COMBINATION OF 'o ¢W FIELD SURVEY INFORMATION, SPOT INSPECTION N= INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD a BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. Z a STORM DRAIN LATERAL TABLE H a N J O DOWNSTREAM Z LOT DISTANCE FROM PIPE DIA./TYPE LENGTH SLOPE DEPTH 0 END IE IN 0 END IE 0 MAINLINE z l N a. STRUCTURE 02 0.00' STM MH-C6 4'C900 DR-18 39.37 0.0200 2.5 194.96 194.17 2 STM MH-C6(110324) 03 0.00' STM MH-C6 4"C900 DR-18 3&47 0.0200 2.3 194.94 194.17 w g �,,, W r s�3„8z"�..ii ZN 2 I N 7 41 NO1. TES: BACKFILL SHALL BE CLASS'B'3/4'-0 GRANULAR WITHIN 25 23.39' STM MH-Ci 4"C900 DR-18 39.00 0.0200 3.2 188.32 18254 _5 w s w STREETS OR PATHWAYS PER CLEAN WATER SERVICES DETAIL r a < 2 O 26 35.29' STM MH-C1 4"C900 DR 18 39.00 0.0200 3.7 188.72 187.94 N 4 00 LL 2.CURB INLETS ARE TO BE STAKED CENTER AT FACE OF CURB. 27 85.29' STM MH-C1 4'D3034 SDR-35 39.00 0.0200 4.2 188.92 188.14 STM C I 3.INLET CATCH BASINS CG-31) SHALL BE PER CWS DETAIL NO. Z ( ) 28 21.29' STM MH-C2 4'03034 SDR-35 39.00 0.0200 4.7 189.20 188.42 O 1 40 330. p 29 71.29' SIM MH-C2 4°03034 SDR-35 39.00 0.0300 4.8 189.79 188.62 a N F / x j�i-` 1 4.STORM LATERALS MARKERS MUST BE WHITE.. L _ - - - 30 121.29' STM MH-C2 4'D3034 SDR 35 39.00 0.0400 5.0 190.38 188.82 W SCALE 1" = 40 FEET 5.ALL NEW CURBS SHALL BE STAMPED WITH THE LETTER"D"TO INDICATE WHERE EACH STORM SEWER LATERAL CROSSES BENEATH 31 171.29' STM MH-C2 4'D3034 SDR-35 39.00 0.0400 5.5 190.58 189.02 _ SIM MH-05(110320) THE CURB UNE. O F" 1 M- ao o is za az ao 32 0.00' STM MH-C3 4"D3034 SDR-35 36.48 0.0300 5.3 191.48 190.38 a 39 6.MAJORITY OF STORM LATERALS CROSS ABOVE WATER MAIN. rn ar 11+00 I MAINTAIN 6"CLEARANCE SEE WATER PLAN(SHEEP C401)FOR 33 15.09' STM MH-C3 4"03034 SDR-35 38.68 0.0200 5.3 191.69 190.91 -! \t STM MH-F`(11D321)-� - l DETAILS. 34 0.00' STM MH-C4 a C900 DR-18 36.32 0.0200 3.5 193.79 193.06 rV�A'j//'� O - -- 1:I I I _ 35 0.00' STM CI C4.1 4"C900 DR 18 19.12 0.0200 3.2 194.14 193.76 V y Q SW ASHFORDI M ag STREET \ F i 36 77,92' SIM MH-C4 4"03034 SDR-35 39.00 0.0310 4.2 193.64 92.64 li Q 3 36 I 1 38 fSTANOARD CATCH B 39 37 128.00' STM MH-C2 4"D3034.SDR-35 33.00 0.0500 5.2 190.50- 188.85 U [[[ F I 47 I R L 1 I 50 8� 38 6224' SIM MH-C4 4"03034 SDR-35 33.00 0.0200 4.7 193.10 192.44 O STM MH-El(110325) BASIN 15.36' SIM MH-05 4"03034 SDR 35 33.00 0.0200 4.2 194.24 193.58 v Lu O s I I ' (V R TO BE CONSTRUCTED PER y I 1 I ° DETAIL ON SHEET C207 40 29,36' STM MH-05 4"D3034 SDR-35 33.00 0.0200 3.9 194.30 193.64 Qim 35 I Y 37 1 qg STM CB-C1.1 �� // 48 45.00' STM MH-C2 4"D3034 SDR-35 33.00 0.0200 4.4 189.17 18&51 4g STM CI-C4.1(11D319C) STM MH-CA(111)318) / \GGW SCHMIDT STM CI Bt.t(11D313C) / '^ L ^� STM CI-C3.1(11D317C)_ -r- __ }� ��L t M13.00' STM MH-C1 a C900 DR-18 33.00 0.0200 4.0 188.58 187.92 V/ „gggg .��.,.. •. •:....- STM MH-C2(110315)SIM MH-C3(1103 16) 16100_. = coW C rn rn 1 ,. 34 / ,. _s. - ----, - SIM MH-81(110311W0) in as CURB INLET AND CATCH BASIN TABLE (3' - - - - - L -- - + -- � - - - - - - - - -J STM MH-C1(110314) Cl RIM IE OUT SUMP PIPE PIPE TYPE SLOPE LENGTH DS MH STA110M&OFFSET ALIGNMENT C SIM D-131.2 00312C STM CB-C1.1 191.52 189.80 1.88' 10" C900 DR-18 0.0603 33.00 LF STM MH-C1(lID314) 16+23.85(36.001R) SW SCHMIDT LOOP 33 32 31 30 29 28 27 28 25 STM CI-81.1(11D313C) 191.99 188.31 1.60' 10" C900 DR-18 0.0065 15.29 LF STM MH-Bi(11D311WO) 15+95.90(14.00'R) SW SCHMIDT LOOP STM CI-131.2(11D312C) 191.81 187.11 1.78' 10" C900 DR-18 0.0075 20.05 LF STM MH-131(11D311WO) 15+95.91(14.001) SW SCHMIDT LOOP STM CI-C3.1(11D317C) 196.84 191.05 1.69' 10" D3034 SDR-35 0.0148 25.06 LF STM MH-C3(110316) 19+46.66(14.W'R) SW SCHMIDT LOOP STM CI-C4.1(lID319C) 197,43 192.93 1.55'1 10" C900 DR-16 0.0129 20.14 LF STM MH-C4(11D318) 19+84.26(20.431) SW SCHMIDT LOOP W r CURB INLET RIM ELEVATIONS ARE BASED ON TOP FACE OF CURB U LL - aW_ cc a 00 2" Z - MAIN I ccQ O 10"CURB INLET LEAD 00 - -- -- - K --- _ -f-_- ---�, 210 210 -- - -- T- - - + G PEER c sows_ o._SsoT __ _ --- I�_.�_ _ los a' 205 112 C900 DR 18 f- 1 -- T' L=119.41 12 D3034 SDR-35 12"D3034 SDR-35 RAL .o -'5=0.0039 EXISTING GROUND AT L-13287 L-30.84 I. -_ _ ___�-�t -i- 200 �� \ / 5-0.0334 (SHED GRADE AT 15"C9DO DR-18 I ---- t . _ ---- _____ -._ 12°03034 SDR-35 - NTERUNE'OF PIPE L 208.14 L=114.50 15"C900 DR-18 L. .200 84TERUNEOFPIPE S 0-0068- 5-00042 ;. _ 8'WAT I �90 Z _- _ - ~ -_____..._ _---_ _- T__._. __. ____ 5=00034- -- L=38.57 - 195 MAIN oeslcNEo Bv: DS� S=00049 T- PAS __._.._.. ,. SA __ 190IXiAWN BY: D$ .-: STORM -( -_. WSi 0. '-'-`- o _-__ STMMHC4(11DS18)-48"STANDARDMH ! I ! I LATERAL TYP) STM MH-05(110320)8'SAN I -- - weam BY. TED 185 ( ``-L' -4 11 318 _ _�- 1__�_.._- -- _ HORZ:1"=5' �p�: AS NOTED STM MH-C6(110324) , STANDARD 48"MANHOLE S. LI 8'WAS- --'1 185 VERT DATE 11/15/2016 s FLAT-TOP 48"MANHOLE STM MH C ( D ) T F&MNG('v) STM MH-C2(170315) STM MH-C1(110314) 9 STA 22+16.66(6.56L) L SW SCHMIDT LOOPOGt) STANDARD 48"MANHOLE 1 STM MH-C3(110316) �',, 200 --��1i-rr- --.-- 200 P MANHOLE LA T-TOP 48" OLE STA 6+44.35 STM C RIM:198.64 SW SCHMIDT LOOP STA 19+4285(10.79L) W SCHMIDT LOOP -� 180 __ SOY SCHMIDT LOOP _ STA 5+24.94(7M j STA 19+69.73 10.84L) _ STANDARD 38.35(3.00R) --F STA 16+23.85 NH OR � � i l U c 1&1 RIM:197.19 I� IE IN:19299 12"N RIM:196.96 STAN3++61.22 STM CHS I I1,,..-.-, STA 1+53.07 STM C STA 0+38507 ST --____ .I� STM MH-LM(110311W0) - RI ER PLANt IP 0 198 �r g STA 3+92.06 STM C _SW SCHMIDT LOOP - 175 _ IE OUT.193.46(12"S)T(PER TABLE)- _--IE IN.192.95(12°V!] ---- - - + 1, x 198 LOTS 2,3 IE OUT:192.81 12'8 ( ) ° ) 175 WATERFLAT-TOP DUALITY MANHOLE ` tU') �1P T - 196 ( ) " IE EN:192.671(100"NV))STM Cl .1 E IN:198 85(127NW) __ IE IN:187IE IN: 198(96 22"N __._ TIE IN.187181(99 90M)._. I_-.__�- STA 15+85.28 SW SCHMIDT LOOP 194 194 �4 v --- 1- IE OUT:187.81(15"E) IE OUT:,.. 170 STA 0+00.00(0.00)STM C - 170 ! U STDRYA RAMI C IE OUT:190.88(12-SE) _- IE IN:4"LOT 32 LAT(PER TABLE) 187.14(15"E) RIM:191.66 - ) 1." ALI - 2 a�FR N• ._.__ __. _ __ IE IN:4 LOT 34 LAT PER TABLE) ( ) ' -. �192 RENEWAL DATE:6/30/19 ( - _,.-- - - �' IE IN:186.99(WE) 192 i `y ___ _ _IE IN.190.68 10 NE 1E� HORZ 1 40 �. l IE OUT:188.84(12"E) r- 4 AI : _ _. _. 19U: 1 1 - - PENSIONS _ - 165 IE IN:186.95(15"Y!] - ALL ENTER ELEVTABSS ARE I ON IE IN:18IE IN: 704(10'SW)STM CGI-811.2 --IE: 7 1 88 j 190 PIPE CENTER HE UNLESS OIHERN NOTED 8 -___ j� , I-�. -.---. ---160 1 -... ....---1- S o T.80935(18SE) 186 188 IE OUT. SUMP:180.93 0 2 4 6 8 10 12 JOB NUMBER 3876 - - - - SHEET 0202 U W Z CC Y F �W �r N U Q z a ZL) +T 14 € Jo STA) D STM CO-D2(11D34000) 81, 47 46 45 44 43 a a J 11 12 13 o y STM C STM E _ BE > _ \ - - STM B STM CB-D1.1 15 v cyt- ASTM CI-E1.1(iiD326C) a<w o. STANDARD CATCH BASIN -ort- - ,wc f-" o z s Z O 9N BE CONSTRUCTED PER ti a LL s w W _ DETAIL ON SHEET C207 _ STM MH-C2(110315) -- 75 N I - -- - -! 1 - xrs +ms- o• o .�, Z STM MH-Di(IID339) I STM MH-:El(110325) STAT MINI(110328) SCALE 1" 40 FEET _ STM CI-E1.2(11D327C) 0 STM MH-85(11D338) SCALE 1" = 40 FEET - ao 0 IB 24 92 w N (5, 17 I 7C - - APPL WOOD L NE v J w S SCIH�56 \ kk 40 0 16 24 02 40 I C LOO + \N Z Ops e r 49 50 51 52 53 54 ^^_ Lo j vV l+car ocnolo mac � ZLo 210 CL"ASS_'B" CF-BACRAI� 210 210 r-_. ---.-- - - -i 210KFILL w 0 PFI�t C.W.S�WG.N0.550 1 -- PER W .)W6 NO.590 90 /11 O CV \� 205 - --x____.10°C900 DR 18 205 205 ) {- I--T- I__ _ 205 L-48.31 �j 12"C900 DR 18 in 200 -- SDR-188 200 200 �I WATER MAIN- -S-O.O54 Gi20UND AT CENTERLINE GRADE AT_ 200 r - -0"C900 DR-18 EXISTING GROUND AT L=46.75 FINISHED GRADE AT CENTERLINE OF PIPE S OA049 CENTERLINE OF PIPE OF PIPE 195 - - - in 195 195 CRCSSIN�TYP - __... _ i- - 4T€RLINQ-0F PIPE _ _ 95 1 ! 1Y°CgpO DR-18 L=155.18 5=0.0192 1 190 d _- :'= 190 t90 T-_ -- - ' _ - Y 1s0 -�p, '..' Lu in STM Co LE (-OUT 0) 6 µA _�-.- STORM LATERAL(THP)8� TOP 48 M1aNHatB.E) STM MI B5(110338 MH Di 110339 STORM CLEAN-OUT -_ -- 185 : ( ) 185 1 c.: - - 185 cn Q FLAT-TOP 48°MANHOLE �FLAi-TOP 48°MANHOLE STA 12+27.26(105.101) STM MH-C2(110315) STM MH-E1(11D325) fR o STORM AREA STA 12+14.91(3.70L) j _V STA 12+36.36(20.80L) STA 12+40.90(67.371) DRAIN TEE SW SCHMIDT LOOP STANDARD 48"MANHOLE�T-TOP 48"MANHOLE SW APPLEWOOD AVENUE-LANE-_ SW SCHMIDT LOOP 180 SW SCHMIDT LCOP 780 PoLI 09654.006 STM D 180 -STA 17+38.35(3.00R) -STA 13+69.69(3.00L) STA 2+16.71 STM E 180 n STA 0+00.00 STM 0 I STA 0+46.75 STM D IE OUT:191.20(10"S) SW SCHMIDT LOOP STASW APPLEWOOD O+6L 305TH ENUE-LANE RIM:195.52 I RIM:194.20 RIM:195.48 ' STA 0+00.00 STM E E IN:4°LOTS 43,54.) I IE IN:190.13(12°W) 175 IE IN:190.68(10"N) - -� 175 175 �-}-RIM:193.60 -RIM:192.52 LAT PER TABLE) 175 IIt IN:190.19 10"NE) IE IN 192.41 8"NW STM CB-D1.1 IE IN:187.96.(12°W) IE IN:18&46(12°N) ( ( ) IE OUT:191.44(12"S) T 19042{10"SW) - -- IE IN:. 87.(12°N) IS IN 18&39(10"W)STM CI-E1.1 4- IE WT:18&96(12'8) IE W --_ + - 165 165 IE OUT. (10"2)STM C-E1.2- - 170 170 - - 170 170 IE OUT:187.81(15"E) �- T:18&31(1275) i W 165 ' - 'r.-_-- IE IN __ I - 1 165 p W 160 t _._.0160 .160 L - _ - _- ___-- „-.160 J PUBLIC STORM�DRAIN D Q HORZ 1°=40' PUBLIC STORM DRAIN E 0 0 VERT.t"=10' HOR1 i"=40' ALL PROFILE ELEVATIONS ARE BASED ON M 1°-10 PIPE CENTERLINE UNLESS OTHERWISE NOTED ELEVATIONS za ALL PROFILE ELEVATIONS ARE BASED ON PIPE CENTERLINE UNLESS OTHERWISE NOTED p a oa STORM DRAIN LATERAL TABLE STORM DRAIN LATERAL TABLE Q J DOWNSTREAM DOWNSTREAM O l^i LOT .DISTANCE FROM STRUCTURE PIPE DIA./TYPE LENGTH SLOPE DEPTH®END TE IN®END IE®MAINLINE LOT DISTANCE FROM STRUCTURE PIPE DIA./TYPE LENGTH SLOPE DEPTH®END IE IN®END IE®MAINLINE L 14 0.00' STM CO-D2 4"03034 SDR-35 9.50 0.0200 4.4 191.64 191.45 43 0.00' STM MH-E2 4"C900 DR-18 41.32 0.0200 3.2 192.71 191.89 15 19.82' STM MH-D7 4"03034 SDR-35 9.50 0.0200 4.1 191.53 191.34 44 113.47 STM MH-E14"C900 DR-18 39.00 0.0200 2.9 191.83 191.05 V/ 16 37.05' STM MH-B5 4"C900 DR-18 9.46 0.0200 3.9 191.21 191.02 45 77.47' STM MHI 4"C900 DR-18 39.00 0.0200 2.9 191.11 190.33 46 62.47 STM MH-E1 4°C900 DR-18 39.00 0.0200 2.9 190.81 190.03 47 5.47' STM MH-E1 4"C900 DR-18 39.00 0.0200 3.3 189.67 188.89 DESIGNED BY. DS JA 50 267.47' STM MH-E1 4"C900 DR-18 33.00 0.0200 3.0 190.07 .189.41 MAN BY. DS 51 STM MH-E1 4°C900 DR-18 33.00 0.0200 3.0 190.79 190.13 CALF ar: PAS xA1E: AS NOTED 52 STM MH-E1 4 C900 DR-18 33.00 0.0200 3.0 191.51 190.85DATE:11/15/2016 CATCH BASIN TABLE NOTES: 53 S1M MH-Ei 4°C900 DR-18 32.99 0.0200 3.0 192.23 191.57 1.TRENCH BACKFILL SHALL BE CLASS TH'3/4°-0 GRANULAR W11HINAD - RIM IE OUT SUMP PIPE PIPE TYPE SLOPE LENGTH DS MH STATION&OFFSET ALIGNMENT 54 STM MH-22 4°C900 DR-18 32.30 0.0200 3.0 192.53 .191.89 STREETS at PATHWAYS PER CLEAN WATER SERVICES DETAIL 9�F . STM CB-D1.1 195.38 193.62 2.00' 10" C900 DR-18 0.1559 7.76 LF STM MH-D1 12+37.23(70.041) SW SCHMIDT LOOP 2.CURB INLETS ARE TO BE STAKED CENTER AT FACE OF CURB. V N 3.INLET CATCH BASINS(CG-30)SHALL BE PER CWS DETAIL NO. 330. f xr s JQ' gNDER N 4.STORM LATERALS MARKERS MUST BE WHITE RENEWAL DAIS:6/30/18 CURB INLET TABLE 5.ALL NEW CURBS SHALL BE STAMPED WITH THE LETTER"D"TO BENs�oNs AD RIM IE OUT SUMP PIPE PIPE TYPE SLOPE LENGTH DS MH STATION&OFFSET ALIGNMENT INDICATE WHERE EACH STORM SEWER LATERAL CROSSES BENEATH THE CURB LINE AS-BUILT DISCLAIMER: STM CI-Ell(11D326C) 192.83 188.53 1.50' 10" C900 DR-18 0.0082 17.00 LF STM MH-E1(11D325) 13+69.69(14.00'R) SW APPLEWOOD AVENUE-LANE 6.MAJORITY OF STORM LATERALS CROSS ABOVE WATER MAIN. JOB NUMBER AS-BUILT INFORMATION IS BASED ON A COMBINATION OF MAINTAIN 6"CLEARANCE SEE WATER PUN(SHEET MI)FOR FIELD SURVEY INFORMATION, SPOT INSPECTION STM CI-E1.2(11D327C) 192.79 189.73 1.58' 10" C900 DR-18 0.0518 11.00 LF STM MH-El(lID325) 13+69.69(14.00'1) SW APPLEWOOD AVENUE-LANE DETAILS 3876 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. CURB INLET RIM ELEVATIONS ARE BASED ON TOP FACE OF CURB SHEET THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 0203 Z AS-BUILT DISCLAIMER: ' AS-BUILT INFORMATION IS BASED ON A COMBINATION OF w cri FIELD SURVEY INFORMATION, SPOT INSPECTION >W �r INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. o THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD16I +S [ cc w BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED, III I " : ILII Z ` I - I/I a o as 17 I I m � J 0 0 STM C i .. 0 01 T 40 ` STM CI-c21 T a F I � S P W STM F s o `\ 18 ') O STM CI- �ygF� o Z N STM q-F1.1(11D323C) y 84.2(11D345C) L. y I _ W��"<o Z O - i "PU " I ^SIM (11D335C)- w a to STM 6 t V - -+- -= 39 o SW I^I FORD +00 � ( I _ STM MI(111)321) Wi1 11+00 STM MI(11D320) - E - wx STM MH G2(11033)7l - - .. € STM CI-84.1(1I0333C) I STM MH-GI(111)334) 1 I N STM MH-B4(111)332) ,'I I - F W SW ASHF I 111 _ " _ \STM CI G1.2(11D336C) I I - SCALE 1" = 40 FEET STREET scALE r' = 4o FEET I TMG l I.' I z Q 30 38 I I ( i9 `.I III 40 a 16 24 32 40 iz 40 0 16 24 92 40 c/�M )W r o I Oho i z � 210 I' BASS B TRENCH BACKFILL 1-- 210 W 0 0 PER C.W.S.DWG.N0.59� /R MMN 205 - r- )_.-.� 205 W 210 CLASS"B TRENCH BACKFILL -210 200 �--12'WCTILE I ION gA�50--"-� - 200 Q ` `r / P C.W.S.0 N0.590 FINISHED GRADE AT L=37.99 EXISTING GROUND AT CENTERUNE OF PIPE 195 __ S=00037 _ 195 CENTERUNE OF PIPE M Q 12 C900 DR-16 OS --" -205 �i,� L-57.27 FINISHED GRADE AT C900 DR-18 L=96.26 5=0.0038 ! ° Q uj 5-0:0044 200 --- - 200 CENTERLINE OF PIPE 190 _, - -- - 1 190 _ - - (S 1EXISTING GROUND AT I `-"WAT ! STM MH-02(111)337) 195 Q o _ �195 CENTERUNE OF PIPE 185 - �- �--- 185 FLAT-TOP 48'MANHOLE (FS / SAN�TARY MAI _- STM MH-05 111)320) SW SCHMIDT LOOP 180 I- -�- CROSSING( ) STA ASHFORD STREET E ( STM MH-B4 110332 CRO FLAT-TOP (2H� 180 SW ASHFORD STREET(EXT) ~a l FIAT-TOP 48°MANHOLE - STM MH-GI MANHOLE 190 'F F"SAN -j 190 STA 13+22.81(3.00R _ STA 1+34.25 STM G STA MH-F1(111)321) STANDARD 48 MANHOLE RIM:192.66 STANDARD 48"MANHOLE __ - 175 SW ASHFORD STREET(EXT) - 175 IE OUIN:T 189.21(10°N STM CI-G2.1 185 -- 185 STA 20+9&94 3.00R) STA 0*00.00 STN G IE OUT:189.18 12)'A) STA 10+64.31(2.94L) STORM 1 SW SCHMIDT LOW RIM:193.81 - STA 0+9626 STM G SW ASHFORD STREET LATERAL(TYP) STA 0+00.00 STM F IE IN:188.49(12°N) j RIM 19215 STA G+57.27 STM F " SANITARY M N___ IE IN:188.63(12"E) 170 IE IN:189.02(12"E)-.-- 170 180 -1- 180 RIM.198.64 RIM:197.90 CROSSING( ) IE IN:192.99(12°N) IE IN:190.36(10'NE)STM Cl-84.2 I IE IN:189.09(10"N)STAI Cl GLI ( ) - IE OUT: 2.95(1 12 S 165 r__ IE IN:18909(10°S)STA1 G-G1.2 165 -IE IN:193.36(10°I4)STM q-F1.1 IE IN:192.95(12°W) IE IN:188.53(10 W)STM CI-134.1 _ ____ _ 160 IE OUT.18900(12"W) IE OUT:193.20 12°E IE IN:195.23(10"S)S1M CI-171.2 175 -- I � � 175 ( •) ( ) 170 --- , 170 IE OUT:18028 15S L-�--- 160 Z o 8 S LL PUBLIC PUBLIC STORM DRAIN Fo PUBLIC STORM DRAIN G 0 EV HORZ:1°=40' R.1°=40' - cc VERT:1"=10' VERT1"=10' ALL PROFILE ELEVATIONS ARE BASED ON ALL PROFILE ELEVATIONS ARE BASED ON a PIPE CENTERLINE UNLESS OTHERWISE NOTED PIPE CENTERUNE UNLESS OTHERWISE NOTED Z M Z 6CLQ G z � J 013. CURB INLET TABLE 193.36 CURB INLET TABLE (n CI RIM IE OUT I SUMP I PIPE I PIPE TYPE I SLOPE I LENGTH DS MH STADON&OFFSET ALIGNMENT ECI-Gl.2 RIM IE OUT SUMP PIPE PIPE TYPE SLOPE LENGTH DS MH STATION&OFFSET ALIGNMENT STM CI-F1.1(11D323C) 198.08 193.611 1.58' 10" C900 DR-18 0.0091 13.06 LF STM MH-F1(110321) 10+64.26(16.00'L) SW ASHFORD STREET 192.30 189.25 1.56' �16' 0" 0900 DR-18 0.0035 11.81 LF STM MH-01(115334) 1+93.26(14.00'L) SW ASHFORD STREET(EXT) STM CI-F1.2(11D322C) 198.09 195.39 1.76' 10` C900 DR-18 0.0084 18.94 LF STM MH-F1(11D321) 10+64.26(16.00'R) SW ASHFORD STREET 192.41 189.51 1.58' 0900 DR-18 0.0259 16.19 LF STM MH-G1(111)334) 1+93.27(14.00'R) SW ASHFORD STREET(EXT) CURB INLET RIM ELEVATIONS ARE BASED ON TOP FACE OF CURB 193.71 189.45 0.65' 0" C900 OR-18 0.0055 45.14 LF STM MH-G2(111)337) 1046+59.48(37.00'R) SW HALL BOULEVARD pgpWN gy; DS CURB INLET RIM ELEVATIONS ARE BASED ON TOP FACE OF CURB CHECKED BY: PAS NOTES: SCALE: AS NOTED 1.TRENCH BACKFILL SHALL BE CLASS'B'3/4"-0 GRANULAR WITHIN DATE:11/15/2016 STREETS OR PATHWAYS PER CLEAN WATER SERVICES DETAIL P _ 2.CURB INLETS ARE TO BE STAKED CENTER AT FACE OF CURB. �5 GINg4, 5 9P F 3.INLET CATCH BASINS(CG-30)SHALL BE PER CWS DETAIL NO. 330. N STORM DRAIN LATERAL TABLE 4.STORM LATERALS MARKERS MUST BE WHITE. �NpE'R N LOT DISTANCE FROM DOWNSTREAM PIPE DIA./TYPE LENGTH SLOPE DEPTH®END IE IN®END IE®MAINLINE 5.All NEW CURBS SHALL BE STAMPED WITH THE LETTER'D'TO RENEWAL DATE:6/30/19 STRUCTURE INDICATE WHERE EACH STORM SEWER LATERAL CROSSES BENEATH THE CURB UNE RENSIONS 01 1 49.87' 1 STM MH-05 4"C900 DR-18 33.05 0.0200 1 3.6 194.38 193.72 6.MAJORITY OF STORM LATERALS CROSS ABOVE WATER MAIN. MAINTAIN 6'CLEARANCE SEE WATER PLAN(SHEET G401)FOR DETAILS. JOB NUMBER 3876 SHEET C204 C3w W >W N= LOCATE FRAME AND COYERNTES: CD OYER LEDGE OF AT LEAST NOTES: ORUBBER GASKET Q LL 1.AAND RUBBER GASKETS SHALL 12'IN WIDTH CONFORM TO THE REWIREMENIS OF W 1.ALL MANHOLE SECTIONS SHALL CONFORM ASTM C- FLAT TOP z TD THE REQUIREMENTS OF ASTM STAND 2 ALL MANHOLE SECTIONS SHALL CONFORM B'Md.9ESWe]H NOTES: AND APPLICABLE PROVISIONS OF STANDARD TO THE REQUIREMENTS OF ASTM C-478 Z 0 KNOGRWI9 ALL PRE-CAST MANHOLE SECTIONS SHALL MANHOLE DRAWING RUBBERGA AND APPLICABLE PROVISIONS STANDARD (OPTIONAL) z N CONFORM TO THE REQUIREMENTS OF ASTM 2 ALL JOINTS AND BEGASKETS HALL MANHOLE,DRAWING N0.010. J C-478 AND APPLICABLE PROVISIONS OF CONFORM TO THE REQUIREMENTS OF 3.STEPS REQUIRED ON FLAT TOP MANHOLES a STANDARD DRA'MNG NO.010. ASTM C-44J. DEEPER THAN 48"' 1 J ae DIA. z¢ ( GRADE RING 5 e N ADJUSTMENT 21� -T c2�d F Z MAXIMUM 27'FROM •••� ';A 1 ANCARD FRAME AND COYER OR .y. 'y - I I $Es Wa M S lu ¢Q TOP OF FIRST STEP WAIERTGIT FRAME AND COYER, y o z'� y Z W TO TOP OF CASING STD.OR NO NO.110-SA OR NO.120 ENCAPSULATED 4'4 <�i2 z 0 SET FRAME IN NON-SHRINK RUBBER GASKET p 5"MINIMUM /M, �. a a LL W LL LORD w d_ d: 1 .6 NOTES •.ZMADE RINGS(Y.4",OR 6') 6' 's z 0 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE MAXIMUM 12'SET IN ° • 4 RUBBER GASKET Z REQUIREMENTS M ASTM SECTIO NON-SHRINK GROUT _ RUBBER GASKET FLAT TOP • e -478. PVC d /^ 2 ALL POURED IN PLACE CONCRETE SHALL HAVE A 26 DAY PIPE 6L d, A REINFORCEMENT v' STRENGTH OF 3000 P.S.I.AND SLUMP OF 2'TD 4'. d OR 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS STANDARD ECCENTRIC STANDARD SUCH AS KENT-SEAL NO.2,RAM-NEO(,OR AN APPROVED 36'COME d'•._.A W; f •1 '.� REINFOR EMENT MANHOLE FLAT TOP Sr DIA. '.` W EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-S0021D. ° G PIPE _s bbr O _ v 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT.. SANDED BELL OA GeNcat w & PIPE CONNECTIONS OF 24.OR GREATER SHALL REQUIRE A FITTING Z �n ° dd � BAR AROUND OUTSIDE OF OPENING � MANHOLE AND CHANNEL DETAIL MANHOLE STEPS SEE° R6 DIAGONALS BOTH SIDES OF OPENING B. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL STD DRAWING N0.100:' 3/4 •1REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL . MANHOLE SECTOR PUG SANDED BELL ODE O.C.OA 7. PROVIDE A MINIMUM OF 6'OF INTACT(UNDISTURBED) M B MANHOLE WALLBETWEEN PIPE BREAKOUTS AS MEASURED s __(VARIABLE 1'-4') •A' ON THE INSIDE FACE OF THE MANHOLE. J_ #6 6' .BOTH YS & BREAKOUT OF WALL FOR PIPE SHALL BE 2'MINIMUM AND 2: •�° o� •••••• �• r;.„ 0 6 MIN JOINT DETAIL WILL VARY BY 4"MAXIMUM GEAR OF PIPE WALL. - �� *_ 9. THIS DETAIL UMMD TO MAXIMUM INTERIOR DROP OF 24' e° g°gi°g ad,° o ° °y � MANUFACTURER - N O 48" FOR SANITARY CONNECTION AND 48'FOR STORM m 8 e O A n 2 O CONNECTION. 5'MINIMUM 00 oS O•'ge�g7°8 3'MINIMUM 1Q WATER ER PROOF MANHOLE FRAME AND -{�ba`H'° o81LD°°° • n COVER SHALL BE USED IN ALL EASEMENT AND OFF KOi-N-BANDgy�Sp„A ° o'�eeeRCe< p¢f�� w STREET AREAS. INTERNAL O ° o o °° -bee °" m STAINLESS A e Bee° O e Lo STEEL BAND NON SHRINKING GROUT ° I 46'MIN FOR CONCRETE PIPE ° NSIRUCT CHANNEL Z AND SHELF IN FIELD O MINIMUM 1Y LEDGE O (ONE REWIRED) ' 2'MIN.FROM TOP OF INTERCEPT 12'MINIMUM OF W-O" R N l 1•/FT.SLOPE 11P RPE TU ANHOLE PIPE COMPACTED BASE ROCK ,mow SECTION d y, '.9•.d,d Q V 1 M PIPE E e. • O.D. .. CONNECTOR 2 B'MINIMUM CONCRETE Q KOR-N-SEAL BOOT SMOOTi FINISH CHANNEL TO •` I 3/4 VERTICAL HEIGHT OF PIPE W m o tY MINIMUM OF W-0'COMPACTED BASE MATERIAL PRECAST CONCRETE ��'" PRE CAST RUBBER �' FLAT TOP MANHOLE Wa6erServices N STANDARD MANHOLE a"V,�r�"Services CASKET MANHOLE ©eanWabe tI,ervices CleanWa�r Sernces MANHOLE BASE D<r<emm:imeui:.<7eu. REVISED 02-03 <.«mmrtmenR b DRAWING N0.010 REwseD 02 03 DRAWING N0. 020 Oev e<mmilmevi <In,. REVISED 05-07 0.«mmilmevt M ete... DRAWING NO.030 'REVISED 12-06 DRAWING NO. 050 AS-BUILT DISCLAIMER: AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. J PRE CAST ti'CONICAL NOTES: HOLES(2)SANITARY _ 1.ALL STEPS SHALL CONFORM TO THE CDWR ONLY L REWIRENENTS OF ASTM C-475, USE MRMNATER MWHOLE W 2 MANHOLE STEPS MUST BE TIGHT AND UD FDR STORM DPNN S6TEM PIPE PROJECTING FIRMLY EMB ED. 1'FLAT FACE LETTERING BEYOUND INTERIOR 3.ALL STEPS WITHIN A MANHOLE SHALL ) (REESEID Q SURFACE OF MANHOLE BE OF THE SAME DESIGN,TYPE,AND WALL IS NOT ALLOWED SIZE(MUa G OF UNMATCHED STEPS IS NOT PERMITTED). O 1-i/8• Q ® Z y4 WATERTIGHT 2dD& .i•. SEAL Is a 48"MU.FOR STORM ANO �10-3I a • / ®_ _® 24'MA%.FOR \. .b '•d SANITARY PIPE TYPE,FRE,AND 12• uA ® ®MX •r ! PER CONN N A a �H 0 0 12" (1)OPEN rA'S TO fitP� ..• AYWaBLB dry t} CHANNEL BOTTOM .d PICKHOE (16)3/4' O '.G' HOLES AS SHOWN ` COPOLYMER POLYPROPYLENE PLASTIC SANITARY PLAN VIEW COVER BACK �r OPEN INSIDE DROP 1/2'GRADE 60 KINFORCEMENT 73-3/.- WITH BEAVER SLIDE 24 3/4'DIA.FOR 22 _I F 7/6• 2.INSIDE DROP PIPE EXTEND A PLASTIC SAFETY STEP m 1/4" TO MINIMUM OF i"BEYOND SHELF. 27' rc 25• T.T DRAWNm DS JA I 1 DRAWN BY. OS u,r 2 7/8` 6°S0. CHECKED BY: PAS E 1.1/2' AS NOTED t 3 r 7 1/2e S0 PICKHOLE DETAIL DAh 11/15/2016 MATERIALS: 221/2'DIA. ' 48'MAX.FOR STORM AND �S b�Ol NynE� 2B MAX FOR PlAsnc: I r z3 - I SECTION VIEW SANITARY �%PE TYPE,SIE, MUST CONFORM WITH ASTM C-478. 24-1/7 AND PUN, A. STEEL REINFORCING BAR MINIMUM 1/2"GRADE UL �•. -' N PER PLAN,AS MEETING REQUIREMENTS OF ASTM A696 ENCAPSULATED 4 4Y 15 JP VARIABLE OTA. RE ROVCAST NEER N PRE CAST MANHOLE WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE FOR LARGE DIAMETER WITH SERRATED SURFACES. Jt`•.+: a PIPE.SEE SIO. •:!y?�,�;°+.!..w,,.; DRAWING N0.160. - !•4';," NOTES: RENEWAL DATE:6/30/19 1. SUBURBANTYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS REWSIONS 2. COVER AND FRAME SHALL BE CRAY casT IRAN ASTM a-a6 aass ao. SEE DETAIL#110 FOR MANHOLE FRAME SPECIFICATIONS. g OPEN INSIDE DROP FOR 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. LARGE DIAMETER PIPE - 4. NOTCH DD FOR LIFTING HOOK. OPEN INSIDE DROP SUBURBAN AND STANDARD STORM WATER JOB NUMBER � MANHOLE STEP MANHOLE FRAME AND COVER Cl,_.wler Services MANHOLE LID CleanVw;l Services 3876 n MANHOLE a anWaher�``Services ©eanMk6-r Servict DRAWING N0.120 SHEET Ov,«mmitmrnt n de... REVISED 12-06 0.Y e0..IoA act I.d- O.,«mmi tl -E I.<.a. REVISED 12-06 o°.eemmtlme<ii.<In.. REVISED 02-03 DRAWING N0. 110 SANITARY DRAWING N0.080 REVISED 11-06 DRAWING N0.100 C205 Z CC >H >U W SEE NOTE AT TOP OF _ STANDARD OETAILM020- N U FOR LARGE DIAMETER {gpBBA➢ iAE R MANHOLES SEE 1 Q STANDARD DETAIL B180 -(- q9 NG Z d GRADE RINGS W.C.OR 5') NE WwWI LU MAXIMUM8'-SEEN07E6 A A Q r Jill SET IN RINGS NOT GROUT Z U PAVING RINGS NOTALLW4ED QA'ASF I Q Q NOTES: � e•ev \^ yTm. J 1.ALL MANHOLE SECTIONS SHALL O.Z vt w.N CONFORMTOTHEREOUIREMENTS O mTAea � OF ASTM C478 AND APPLICABLE ��c a PROVISIONS OF STD.MANHOLE 2 /2 1/Y z r�' S ? DRAWING NO.010 SO.mGE RAT BAA - } 2.INEETAND OUTLET PIPE NOT TO EXCEED SECTION A-A Gyo� o' W y W~ 18°DIA. %21/2X 3 � F ISI' m Z W 3.PROVIDE SPECIAL DETAIL FOR OUTLET a°"`4' .Typ. AwIriE a y W LL FLOW CONTROL EXCEEDING I8'DIA 60"MINIMUM ¢ncr 3/4" \I RE NWt+I my 4.�COUILETS SHALL HAVE FLOW CONTROL WATERTIGHT SEALT`%'•' svwr aL-wnrm-DmRB EaMAroR PLAN Z^ PIPE TYPE 'A O N SIZE,AND v+ O ` ANTI-SIPHON DEVICE CONNECTION B41E5;. and PER H W PLAN.AS 1.ALL NOLnS AND TRAPS FOR BATCH BA98 MD W11Dt OUAU'IY SRMCRRS 91ALL B 3T&'X 2 1/2•FUT BARS 2' APPROVED AS MAHO-T RD W. t 7/B'ON CENTER NSI MAHAIDERT PRODUM IND J y2 ALL HOODS AND TRAPS FOR CATCH BASINS '"SNOUT'OIL 8 DEBRIS ST 'J Mr.AHCHER MEEyw_ Z Rl• �G(j AND WATER QUALITY STRUCTURES SHALL (W)Cr 063D O BE AS MANUFACTURED BY: TIME)REE((/,(MD)0. OR(FAY 1 < BEST MANAGEMENT PRODUCTS,INC. 'IEB 9 '(imi)MUTsan (M') 53 W.ARCHER RD. p OR RM-WPROVED EWAL _ Y EWE.CT 06371 y, 18' g � T (8m)430-0277(880)4343195 1 2 NL HWDS SMEL N CONS UCSD OF A MASS RMIFORCEI REBM mMPBSIT IN m d 3/&"N XIM. , FAX TOLL FREE:60)(SM8 31958 IPO m CDAT DITEROt FISH MIN A MIN"0.125'1N HAT NKXE58 OR(888)%47585 • 1 ML HIM SHALL BE EWIPPED MBI A MAMTO1T ACCESS PORT.A MOUIDNG FLAMM b O�O z WEB SRE:NMNY.BESTMP.COM OIL 8 FL-TABLE DEBRIS AND AH AVD-9PHDN W11T AS BRAWL(SEE"ECHRATNR DETOJ41 R OR PRE-APPROVED EQUAL ON SURFACE CANNOT EXIT PIPE ILLM A M 9IE AND P09RFx N 11E HDGD SNALL N OEIFRMND BT p111ET P&4�AS �� O 3 mm PER YONWACNWA'S RE(DMMFNDAnON. SUMP VOLUME AVAILABLE - &DIE BOTTOM W 7XE HOW SOUL DEW OOMNWMW A OBtANCE 61E FRO1 IE dli. MINIMUM MAXIMUM L r Ta.s CF ME MID-SPHON WNT SHALLDMD AH01E HOOD 8Y MMMUM 73 AID A MAMMIM Q 1..H. s cF 24'ACCOWINC TO 51RUCMRE COIFlOIRAWNL W O O tb.t cF &A -RENEW EBplu wsMMW iaa a cF 7.THE WAGE OF THE BIRUCWN WERE THE HIM IS MOMTFD BULL BE HMSIED �N SIMON AND FREE OF LWff MARNM. 2 v 3/B'X 2'FLAT ITP CAL Born D.DE � co&TIE HOOD BiIM1 BE SclUELY AnAdm 10 SIMICME MNL MN 3/8'STAIRE55 PLA:7, Du1ER BARS AND SINL 80.15 ANI m-NSNMr cPShT As sxPIED BY MWUFACNIaR.(SEE BARS EACH Erro 6 Evmr._ G SECTION B B INSG um Orta) MNER But SUMP VOLUME REQUIREMENTS 9.IMBTAVAnOI INSTRUCIMB SMLL N MIND)IN MAWEACDRR RPPUED WSTAVABw MT _I A CFN.GCFSO NFLCW A INSTBOl MT 9MLL INQWE: Q A PW ARI.E-S IN51 M W16 NOTE: mWGF MINNUM REouREO B.OL MWMTCI WHT PPEMIOADGMME FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-38 FLAT BAR STEEL E HIGHWAY A EQUAL. W C 3/r S mmus sm CE CELL FOIA GASMT WM PS4 BAfXNG ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REWIRED FOR STATE HIGHWAY APPUCAnONS. D 3/6 STNNR55 SIFIl BMrS E IMOIOR SNEIDS WATER QUALITY WATER QUALITY CATCH BASIN _ Q MANHOLE (SNOUT) A C1eanWater .Services MANHOLE (SNOUT) B REW5ED,2-D6 ��W� ��$ FRAME AND GRATE (CG-2) esQea�W��\rLServices N 0I3 DRAWING NO.250 REVISE 12-06 DRAWING NO. 260 ' DRAWING NO. 320 AS-BUILT DISCLAIMER: AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. Cn MANHOLE UD .SEE STD.DRAWING N0.37058 7/8'ATAO]P � D D J A AS APPROVED FACE Q ;p .•'e 'aaa:,p FOR TOP SECTION DETAILS I CURB /5 BAR AT TOP AND BOTTOM 4 33' d '' m AWNG `A•wx O W A _ '+ 6" e� W 48" III \ III NON-SHRINK GROUT e STANDARD CASTIRCN FACE OF CURB n < 26 3 4" RAKING NO.N BACK OF CURB A. I 23 1 4' 1 z 3"WEEP HOLE I GRADE MANHOLE ti: III I I T U waw OPENING 4'KIN. FACE OF ONTRACTION r IXITTER JmxTs . ♦ �• � � I I SECTION D-D ' FINISH GRADE 1/2'PRE MOLD ED ° e c. B O: B I I ( G C ti 3-0' 42' 3'-0" EXPANSION JOINT °: S WATERTIGHT PIPE PLUG A J FELLER(TYE,.) SECTION A-A '•` B III ( WI1H STOPS tO�OM FACE OF GUTTER L ..,....s a I B • !lR t . PLAN VIEW 'd'.' ."•. : .. I I •: 7 PROWDE 3 MIN.CLEARANCE AiAeA 0 FOR A NORMAL GUTTER O "MIN.CURB INLET OPENING L.�A . '• %';aa• MINIMUMCLEANdRTR 6"AROUND i FLOW LINE TOP-FACE OF CURB TOP-FACE SECTION B-B PLAN VIEW OF CUTLER MAXIMUM 27'FROM TOP OF FIRST I5 BAR J 24 3 4' I V/ STEP TO TOP OF LID. W/12'PROD. A vLt.. •P\„ OTTOM-FACE OF GUTTER SLOPE TO MATCH SIDEWALK - BACK-BOTTOM OF CURB 1/4"X 3 t/2"X 1' PLAN VIEW - m 1'.MIN.OVERLAP y"'• n �.''•T cusroM cALv.STEEL - - - - - SECTION C-C ; Q _ P NfIP HOLE ��. � ::•..'•.: PAVED ROAD SURFACE SM CHANNR WITH 5 E3 PNCNOR k •' DRAW G 0 100 Cw:.. 66' ev O f: FOR sTEPs wE_HOE MANHOLE FRAME DEscED BY: Ds dA O 54• 8'FR POURED C PUCE f BAR W/12'PROJ °1 i I AND COVER D�,,ww Bw DS 38" ^ •5"WITH RONFORCE/AENT FOR PRE CAST j /8 BAR ••--11 „ S•A � � � . : � T nNr� ,'4:i{^:oY• � QEDtm By.. PAS .0 38"X5 , 6• w x: .:.w srALE: AS NOTED In n' PIPE SIZf:S NOTES: 54" TANG SND ,• I 3 i/z• "�:' OATE�11/15/2016 Ja w � 11/27 6 Q I VARIABLE 1.PRE CAST CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE SECTION A-A %"X r t. FRONT VIEW PERSPECTIVE VIEW SHOWING > .` ..WITH ASTM G-47B. - - - OBLONG HOLE a �� PRO'[[/•p • t/4"X 3 1/2'X t"CUSTOM /5 BAR 1 (AS SHOWN) L$i•»:8'J ,< a'a'.+: ...:d .: '�:T•r;{H �c.J'` TxgB`'E{' DEPRESSED.GUTTER AT CURB INLET '� 2.NON-SUMP INLET MANHOLE SHALL BE GALV-STEEL CHANNEL WITH 3'MIN.' CHANNELED. 5 p3 ANCHOR 2 1/2•-.I-} �y. r v. 3.ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY �-3 i/2'- cONCREtE ENCASED L!J//�/`��v NOTES .4 STRENGTH OF 3000 PSL AND A SLUMP OF 2"TO 4' WYE 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL,ASTM A-36 STEEL,AND BE BOTTOM HOT-DIPPED GALVANIZED AFTER FABRICATION. FOUR STEEL 3�4"-O FR PLnSRCF PIPE 3/4'-0y J• 2 ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. SUMP 'd 1/2•DIA X 8"X t'J CHANNEL DETAIL ANDA SLUMP OF 2'TO 4". BGETS(GALV) eR H• 3.INSTALL STEPS WHEN DISTANCE FROM TOP OF UD TO FLOW UNE OF PIPE IS GREATER THAN '4.d•• NOTE RENEWAL DATE:6/30/19 48".SEE STD.DRAWING NO.100.SET FIRST STEP 12"FROM TOP OF GRATE AND ALIGN WITH /5 BAR MATERIAL SHALL BE NEW 1. CONCRETE ENCASE ENTIRE WYE secnDN AND as BEND IF CONCRETE PIPE 10'MINIMUM OF�"TO 0'COMPACTED BASE MATERIAL I 48" I REWSIONS g UD OPENING �� 4.INSTALL STRUCTURE ON MINIMUM OF 8.OF W TO 0"COMPACTED BASE MATERIAL STRUCTURAL ASTM A-36 5.72"MAXIMUM ALLOWED WITH DISTRICT OR CITY APPROVAL.TO AVOID CONFLICTS WITH EXISTING 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING e"PIPE. ununes. SECTION A-A SECTION B-B STEEL MAINLINE GREATER THAN 8`SHALL HAVE A 8'STANDPIPE. a TOP-CURB INLET MANHOLE AND INLET CATCH BASIN CG-30 CURB INLET MANHOLE MODIFIED CURB INLET MANHOLE STANDARD CLEANOUT JOB NUMBER ( ) C]eanwaler\�`Services Qeanwater ServicesM.H. 11 Clem%w Services CleanwAI;\``Services 3876 REVISED 05-07 Gvromml�OO°"`T°"' DRAWING NO. 350 (GG-48 M.H.) I Oo<.Gmmitm°vt 1.e1°.r• DRAWINGCNO. OAND MOD. CG-48 L.12-06 Ov7 eommitmevt i.<M4b REVISED I2-O6 0°t GGmmHto-1.a.... DRAWING N0. 330 REVISED OS-07 DRA`MNG N0. 500 SHEET C206 W Z EL AS-BUILT DISCLAIMER: W r AS-BUILT INFORMATION IS BASED ON A COMBINATION OF F FIELD SURVEY INFORMATION, SPOT INSPECTION N= INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. PLAN PROPERTY LINE OR S UTILITY EASEMENT Q THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD 11 W BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. CLASS "B" CLASS "A" I LA J aQ PIPESIZE AS SPECIFIED SECURE 2X41N PLACE MOUND EXCESS NATIVE MATERIAL " J SURFACE RESTORATION TO PREVENT PLUG W/BACKFILL OVER TRENCH TO ALLOW TO PREVENT PWC BLOWOFF AS SPECIFIED FOR SETTLEMENT <S1i1RN OR SANITARY z ✓3^S ? SEWER MAIN }�x W CCCC NOTES: .: FS..`.°�:. e n W 1.FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDE STORM PIPELINE °.Y'. Z5 N S 2F o I Z W CONNECTIONS TO B•AND 10'MAINS SHALL BE WITH FACTORY ° qq W'+• a S FABRICATED'TEE'FITTINGS UNLESS OTHERWISE APPROVED. •Y`'Ty • tY NATIVE TOP SCIL Z Q 2 PIPE MATERIAL SHALL SE ONE OF THE FOLLOWING ♦ i • IF TOP SOIL EXISTED �, i j W LL A PVC ASTM-3030.ASTM-0-900 B.CONCRETE ASTM C-10.CL2 2X4 :85R COMPACTION NIX COLIPACRON PRIOR TO E%CAVATIOM. G DDCM IRON CLASS-50 WI1NIN 4g OF STORK ONLY SURFACE e Z D.A-2000 PVC ASTM 949 UNDISTURBED E PVC RIB MEETING ASTM D 1784 12' NATIVE EARTH O F.CPP MEETING AASHTO M252 UNDISTURBED 90%COMPACTION Z 3.ALL PIPE SHALL BE COLOR CODED: i EARTH BELOW 48•OF MATFRIAL� $IS -GREEN FOR SANITARY SIDE SEWERS SURFACE I,V1 x -MTE FOR STORM S1DE PIPELINES MIN Z \ W 12' HEIGHT HEGHTI TOTAL LENGTH OF 2X4 GROUND - OEPiH ,CTyySncA.• L3 OF LOT$ AS SHOWN ON APPROVED SET OF PLANS SURFACE MAGNETIC VARIES •3/4••BpGN ''CC O MN U. MARKINGS TO FACE STREET TAPE _ .y ".T �.�w■ r_l LOT/ WLOR CODE SURFACE :o (GREEN-SANITARY) LL r• d °. • T c� (WHITE-STORM) 3/4'-0 MUSH r• ••t e. LABEL MAGNETIC TAPE WITH BLACK IETTERMC •'T_ t •' • 1/2 PIPE O O GROUND SANITARY:'CAUTION SEWER BURIED BELOW.' PI EOZONE °•• a O.D.PLUS 6' ch STORM:•CAUTION STORM DRAIN BURIED BELOW.' O PLACE 7g'ABOVE TDP OF PIPE AND AGAINST 2%4. a •`•. ,• O 3/4'-0 $e�8`�p¢e°> 89o•68v 0 ' rz l!') PIPE PIPE REDOING e 9 eY a A0471, PWG Y peo e5mS8 O O W 1 N 15 e yo a TRENCH STABILIZATION: $ cn 1/2 PIPE O.D.PWS 4'MIN.FOR RIPE SMALLER THAN 10' IF ED, ILL B1E SPECIFIEDSEPERATELYON MINIMUM FOR 3/4'-0 PIPE ZONE ° eo 0.01 1/2 PPE O.D.PWS 6'MIN.FOR PIPE 1W AND LARGER AND PLACED PRIOR TO PLACEMENT °Oppe° °yB 0°e°B g'PIPE=0.010 MATERIAL AS SPECIFIED OF BEDDING MATERIAL °9g°0� •0 4'RIE m 0.020 Q SUPPORT TEE WITIi NOTE: ' BEGGINGGRAVEL. ALL COMPACTTION REQUIREMENTS PER MINIMUM 2'0'WIDE ELEVATION AASHTO T-99 AND OOOT/APWA SPEC 00405. ui ca0 SIDE SEWER / SIDE STORM TRENCH BACKFILL = N Q§ PIPELINE lckwwater\�Services DETAILS G1eanWaher Services C'3 0 REVISED 72-06 our ccmmilmenLuae.v DRAWING N0. 590 .REVISED 12-06 Co., DRAWING NO. 520 --------- :----� J_ CAST-N-PLACE REINFORCED CONCRETE I L SUPPORT COUNt I r . r--------, .I W I' I wa m LEX IAM w/wNDm I { asNDUT LID I I^ I I I . I r- I .• I Z .. IL I I 2'-0'SQ. I 9 2'-4'so. GRATE:WELDED STEEL DROP IN BAR GRATE ASTM A36). L------- --- ----I e«-PROPOSED CATCH BASIN INSTALL VERTICAL AND END BARS:1/2'X 2 f' HORIZONTAL 45'BENDS AS CROSS BMS:1/2'X 2'0 2'O.C. - REB4R ! NECESSARY TO CONNECT EXISTING O BIKE STRAPS 1/8'X 1' (2 REQ'D) PLAN N p�N 1'MIN. �•BEND STUB TO PROPOSED CATCH BASIN ` 16.000 LB.UNIFORM LOAD CAPACITY - -? LOCATION. GRATE DETAIL RM uv. pw. N FERNCO PIPE SIZE PER PLAN. -L7 COUPLER PIPE TYPE PER SPECIFICATIONS REQ D. UP DESIGNED BY: DS JA 1/2 TYP. w INVERT DRAVA BC DS —3*CLEAR ElFl. STORM/SANITARY SEWER MAIN CHECKED BY: PAS TYP. / ------ ALE: AS NOTED VLDED METAL TRAP DATE:11/15/2016 12 W HINGED CLEANOUT 45'BEND-? -INDUCE SOLID PIPE S. REDUCER,AS NEEDED. 2'-0" �S•� TNE4,$ CONCRETE COLLAR SIDE V EW s SIP CONSTRUCT BASIN OF WELDED 4'COMPACTED GRANULAR R 1/4'STEEL COAT ALL SURFACES BACKFILL 'gNpfR W' WITH ASPHALTIC PAINT. RENEWAL GATE:8/30/19 REASONS NOTES: DESIGN SLOPE-- `-) 1. SEE CONSTRUCTION DRAWINGS FOR PIPE SIZE,LOCATION AND INVERT ELUATION. IE PER PLAN UNLESS 2. OUTLET:SIZE AS REQ'D.FOR INDICATED PIPE SIZE OTHERWISE SPECIFIED JOB NUMBER 3. CONCRETE SHALL.BE 4,000 PSI AT 28 DAYS. 207� STANDARD CATCH BASIN SHEET NTS 0207 Z� / / f 23 AI' l I LASS"A"TRENCH BACKFILL 62 I .'III 200 - "B-TRENCWflACK ~ i /g PER C.W.S.DWG.NO.590 N- ;' ri I r FTU- 2OU ¢ _ C P C.W.S.DWG.N0.590 ¢ - _ SW SCH_MIDT _ j . LOOP 141K z a \/ 24 g > I _ 195 -24°CONCRETE_ _____-- 15"C900 DR-18__ _ __ ...._ 195 a Z _.., J I EX 2 CONCRETE FINI T'i - 5-0.0075 S=0.0075. CENTERLINHED E OF OF PIPE _ 5=0.0201 _ �J CONSTRUCT NORTH STORMWATER FAGUTY ACCESS: '-' I - r9 _"+ ' ■ ■ �'= __- ( y - CENTERLINCE OF PIPE o o - _ -/ - - - - IA e z ( ) OYER 2"3/4/0 AGGREGATE BASEMROCK </ _ I I o _ 190 - ..... =15°C900 pR-18��- 190 oo;�d w I¢- 1 STM MH Bt 11D311WQ _ \ = 8"C900 R-18 OVER 6"1 1 2"-0 AGGREGATE SUBBASE ROCK i i. _ p z z w OVER MIRAFl 500X GEOTEXnLE OR EQUAVALENT _ Mcc q_ T �,, 1. :!< < - S=0.0034 � / 5=0.0333 ��a LL 3 w LL i - 85 Z -- -' +1166 CONSTRUCT EAST STORMWATER 'A T' ACCESS: " 165 1- ) STM CI-MH-A2(11D3DB) 'CROSSING _ 187 3"LEVEL 2 1/2"DENSE GRADED HMAC X^ - STM MH-A1(110307 48"CURB INLET MANHOLE 0- 10.0'L z 5.00'W z 1.5'D CLASS 50 OVER 2"3/4°-0 AGGREGATE BASE ROCK FLAT-TOP 48"MANHOLE STA 1049+7502 39.428) STM-IN-P1 CE(lID310C) OVER 6°1-1/2'-0 AGGREGATE SUBBASE ROCK SW HALL BOULEVARD ( ) CAST-IN-PLACE DITCH INLET v 4'TALL CHAIN - PoP RAP OVER 0.5'OF 3/4°MINUS STA 1050+36.37(42988) W UNK FENCE ROCK AROUND STRUCTURES OVER MIRAFl SDOX GEOTIXnIE OR WUAVALQNT SW HALL BOULEVARD STA 0+61.45RIM:STM A - STA ALL BOULEVARD (69.608) Z �° ROW CONTROL STRUCTURES \Ili L. 180 STA 0+00.00 STM A- RIM:190.59-� 180 SW HALL BOULEVARD J C NORTH STORMWATER FACIUTY ACCESS INSTALL 2-4.0'HIGH,6.0'WIDE - r TO BE CONSTRUCTED :� i �'_< RIM:190.02 IE IN 186,17.(15°W) STM DI-A7.2(11D309C) STA 0+91.63 STM A Z O E2 SWINGING CHAIN UNK GATES CENTERED } RIM:186.60 N PER DETAIL(ON THIS SHEET) OVER ACCESS PER CWS DWG.N0.740 I PER DETAIL 720 ON C209 STM q-MH-A2(11 D308)i IE IN:185.85(15°N) IE WL 186.06(15°S) CAST-IN-PLACE DITCH INLET IE OUT:186.65(8"E) -i .■ A IE IN:186.31(10"NE)SIM ChA0.2 STA 1049+75.26(63.308) ,o (GATES TO SW1NG INTO FACILITY) I /j STM_DI-A1.1(11D310C) / I IE OUT:185.57(2$S) SW HALL BOULEVARD N A CONSTRUCT CONCRETE HEADWALL I 75 I- -1-- --- STA 0+85.33 STM A 175cn f OVER STORMWATER PIPE PER DETAIL / STMT A1.2(11D309C) / I RIM:168.70 TRACT'A' CD STORMW- FACILITY / _ IE IN:186.54 151) ■ �/A O o OUT.786.53(15°E) z 9 6i 0+00 $i 0+50�� 1+00 "1+50 q2+00 2+50 '.. A }S /- m + ------._-- - - -- -- ' a 120'L x 7.50'06 x 1.5'0 CLASS 50 INSTALL 2-4.0'HIGH,6.0'VADE yj: °' o/ 170 - 10 {� RIP RAP SPLASH PAD OVER 3/4' J \ / f 5'MNGNG CHAIN UNK GATES CENTERED MINUS ROCK OYIIt MIRAFl 500rt X90 OVER ACCESS PER CWS DWG.NO.740 \ �� / N o o r GEOTEXT E OR APPROVED EQUAL i (GATES TO SWING INTO FACILITY) �� i i EAST STORMWATER FACILITY ACCESS�, Lu O \\) \ STORMWATER FACILITY \ Iii PER DETAIL(CN THIS SHEET) 1 - 'R O (V 8or oM ELEvnnoN:16s.2o' ' \ STM A snA cl-Aos PUBLIC STORM DRAIN A STM MH-A7(11D307 i L - _ _- _ - HORZ:1•=20• a ' - - VERT:1"=5' ` 0 -- I - ALL PROFILE ELEVATIONS ARE BASED ON r _-� e u .Q" PIPE CENTERUNE UNLESS OTHERWISE NOTED Illfiiir _F 4 TALL CHAIN ____ �- ___ __._- _ _____---------------- _____ ___ __ _?ti2S --4'TALL gIAIN____ r___ ,_LWK FENCE )'QX LOT \\AX LOT T�iW� UNK FENCE ? EXISTING GAS UNE 2.5'BELOW EXISTING TAXgOUAP TAX MAP 1 1100 GROUND.CONTRACTOR TO MAINTAIN 6" SCALE 1 20 FEET T 2S 1 1100 I 2S 1 11DD CONNECT NEW 24°STORM PIPE TO EXISTING 24 OF CLEARANCE - 2 STORM PIPE MATCH EXISTING IE,SLOPE AND MATERIAL. I STM Cl-AO.I'-- LEGEND Q o CONTRACTOR TO VERIFY EXISTING STORM PIPE 8 v 20 0 8 12 16 20 ,R MATERIAL AND NEW PIPE LENGTH BEFORE ORDERING \ v o 3 I EXISTING GROUND CONTOUR(1 FT) -199-- THE NEW 24"STORM PIPE MATERIAL. I I STM CI-AO.3 I-r EXISTING GROUND CONTOUR(5 FI) I ` FINISHED GRADE CONTOUR(1 Fn 196- . �I a FINISHED GRADE CONTOUR(5 FT) T00- i ,0I_ L $ 'I' t� i` .,{' CONCRETE SIDEWALK J � Ilh I1 i ' o - _-__.-._ 200-r-- -�-_ -.. _ --T 200 AC PAVEMENT J - ASPHALT CONCRETE ELEVATION AC200.00 W FXISTING GRADE 101 FREEBOARD T-- FINISH GRADE SIDEWALK ELEVATION SW:2O0.DO 25-YEAR ELEV.189.29' - -__ - --- -- -- LL Fl -_ - _ _ _ _ _ TOP OF FACILITY ELEV:190.30' - I � Z J �- -- - - - - 190 TOP OF CURB ELEVATION TC:200.00 1, M cr :90- - -__� ___ - - _ _ � - i..-_:- - - - � H GRA LL O - �-- � - - - - - - - �Q4 I FINIS DE DOWNWARD GRADE X.X% >•, -- - - _ �EXISDNG C{RAdE .01 FR �IWQ EIEVA8730' tt-- r1 EEBOARD W /� .- - - - -_ - - - - - -- _ - _. _ PERMANEM POND /-TOP OF FACILITY ELEV 19030' 190 Ii BOTTOM OF POND ELEV:18620 Y - - - 1 -i- DEPTH ELEV.186.60' ( � 25-YEAR ELEV:189.29' � i Q ._ I. IH) W@ LEV 187 3�0' BOTTOM OF POND EIEv1862a_.J_____-_PJ:RMANEMT P NOTES: 2 O Z (0.40'DEP _ - - r_--,_- OND 1.TRENCH BACKFILL SHALL C CLASS'B'3/4°-0 GRANULAR WITHIN Q _fi---- STREETS OR PATHWAYS PER CLEAN WATER SERVICES DETAIL. L 180- -. -- ,180 'I, 00.4oi DEPPTHjasso' r - ( ! 2 CURB INLETS ARE TO BE STAKED CENTER AT FACE.OF CURB. O 3.INLET CATCH BASINS(CG-30)SHALL BE PER CWS DETAIL NO. � Q 180--_- _- --i- __-i - 180 330 V!'^ Z I 4.STORM LATERALS MARKERS MUST BE WHITE. CROSS-SECTION A-A I 1 - 5.ALL NEW CURBS SHALL BE STAMPED VATH THE LETTER"D"TO Q I INDICATE WHERE EACH STORM SEVER LATERAL CROSSES BENEATH HORZ-I"=20' _.__.__ THE CURB UNE. '. VERT. "=5 170 I .,.i I 170 CROS '-SE TI N -- DRA m DS JA -� o m Ri o o I DRAW BY. DS r=5' CURB INLET TABLE NE N D BY: PAS ERT.' I^ 170 170 SCAl F' AS NOTED 0+00 0,25 C+500+75 1+00 1+25 1+50 1+75 2+00 2+25 2+30 a, �? �!n CI RIM IE OUT SUMP PIPE PIPE TYPE SLOPE LENGTH DS MH STATION&OFFSET ALIGNMENT DATE: 5/2016 <� rn� DA i/1 ;3 " a*'s `^ STM CI-A0.1 190.63 188.54 1.68' 10" DI CLASS 50 0.0090 27.81 LF STM CI-AO.2 1050+56.15(24.02'R) SW HALL BOULE o� -n &OD' 4.50' 6�5tln m o m o,- - Vic'\ I NEE,/ 0+00 0+25 0+50 0+75 1+00 1+10 STM CI-AO.2 190.79 187.09 0.86' 10° C900 DR 18 0.0414 18.82 LF STM MH-At(110307) 1050+24.89(24.49R) SW HALL BOULE y�y 9PE SW SCHMIDT AC/SW:t91 1 ,.. LOOP 1Iu STM G-A0.3 190.64 188.65 1.61' 10° DI CLASS 50 0.0068 10.30 LF STM CI-A0.1 1050+69.46(24.03'R) SW HALL BOULE N rm � - J STM CI-MH-A2(110308) 190.59 786.06 0.00 15 C900 DR-18 0.0034 61.45 ff STM MH-A1(110307) 1049+75.02(39.42'8) SW HALL BOULL 4 EP is NJ 5 _ AC,1g1,36 /��.I' Q G CURB INLET RIM ELEVATIONS ARE BASED ON TOP FACE OF CURB xeNewnl DATE:s/so/ts 12.5a.] =J REVISIONS A,/SV,1.,185 - - L 15.00' - 3:m , AC AS-BUILT DISCLAIMER: /SW 191.94 R + x }� a.50' } 7% AS-BUILT INFORMATION IS BASED ON A COMBINATION OF JOB NUMBER 5.00' I ACA91.34 - FIELD SURVEY INFORMATION, SPOT INSPECTION 3876 AC'SW.191.13 AC:192.02 < Ac.1s2.n I INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. SHEET THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD NORTH STORMWATER EAST STORMWATER BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. r20Q FACILITY ACCESS FACILITY ACCESS v �8 1"=10' i"=10' I!)Du Z CCCC >F U,U W GO 1- GO U ATTACHED TO ORIFICE PLATE AND n aro• �{¢STAINLESS STEEL CHAIN W CABLE STRUCTURE AS APPROVED.CHAIN OR CABLE Q SLOT SMALL BE SHALL BE SMALL ENOUGH TO ALLOW ORIFICE W Y 1"X5"CENTERED PLATE TO BE REMOVED FROM WIDE.ORIFICE Z LL SEE STD.DRAWNG N0.400 A A MATCH 3:T SIDE SLOPE PLATE AND WIDE-BE MANUFACTURED FOR FRAME AND GRATE OF STORMWATER FACILITY FROM 1S"HDPE OR Ya"STAINLESS STEEL ZQ N A A III– 13 II L_ __] - F -" -III OVERFLOW CUTLET °' J LOW /`• :��Wm 8.45 RIM ELEVATION PER PROFILE zm•�I eAR QIM, WALL SECTION AND INTERIOR DIMENSIONS U' IN ER ACCORDANCE WITH MAXIMUM WATER SURFACE ELEVATION 27 �r P EE Z STD.DWG 390 Y x z x I/a• SECTION A-A ',d ,y/` 3"MINIMUM zxwi lsool Pzr,S) x o�,o�'W Q FRAME:GRATE PER DJ I- /a STD.DWG 400 1 smu rorrax o N o F�""'q Z V) a/la, ORIFICE SIZE t 4' ORIFICE ELEVATOR / �u4 s cc W N� IRR F4 y Q LL z D e0rm ALIGN INVERT OF gRIFlCE TO SPACER REQUIRED FOR 3 Z O e PLAN .d �d \ INVERT OF PIPE. MULTIPLE ORIFICES 3 W LL STORM SEWER OUT / PLAN PLATE'�. a � \ MNN OUTLET RIM � 3 t/z^ o FRABH GRADE` ' MAX 30'. '4 c GUIDAND e .^\ ANCHOR PLST,NmATE WPALL PROFILE YATH - PLATE TIiICKNE55+1/4" O v, FLOW INVERT <7 V GVIDE(SEE p.. DRAWING NO 730 " 1 1/Y 1 I/2" �' A SCLANTEEL OR 2'AND STANULESS 1 1/2"MIN. IIS'— r^ STEEL BAND AND MINIMUM O TOP 0 GUIDE /1� MAXIMUM STEEL ANCHORS MINIMUM OF 2RAIN' �t3"B OW GRATE V w o 2' N q�7 MAXIMUM 2 PUCES PIPE SIZE ANDie"IE OUT PER PROFILE O O O _ O E�RR 10"MINIMUMSECTION B—BSUMP18"SUMP SECTION A–A 1 PIPE SQE PND CLAMP DETAIL o C/10IE IN/QUT r SELF TAPPING CONCRETE " vv��ED EQUAL 2 1/2 1/4 SD EDGE FLAT BAR STORM P ANCHORS,PHIWPS 5-12 ORO24" 6" �— 32" TVR.GRATE BAR(1J EA.) BOLTAP :4•STAINLESS STEEL / _' 3 31 1/4" BOLT V SECTION A'-A SECTION B-B D o Z r D W O O .NOTES. 3/16' TVP. 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. /R `Y )h"'DIA WEEPHOLES PLATE WIDE SHALL FIT STOP V 2 INSTALL STRUCTURE ON MINIMUM OF 8"OF 3/4'-0"COMPACTED BASE MATERIAL. NOTES: A GATE AND INCLUDE BOTTOM CHANNEL O ((n+M 1. CONNECTING PIPE AND TEE SHALL 4 6",OR 8"AWWA C-900 OR ASTM 3034 PVC,AND ORIFICE U CE PTS WIDE. 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED 21 2"x 3 B" - ONE SIZE LARGER THAN THE ORIFICE OPENING. WIRE MEETING.45TH A497 SD.EDGE RAT BAR 3"C.TOG 2. MAXIMUM ORIFICE OPENING SHALL BE 6"DIAMETER. 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND 43. STRUCTURES SHALL CONFORM TO STANDARD DRAWING NO.390 DITCH INLET. NOTE: 'w SLUMP OF 2"TO 4 PLAN 4. FRAME AND GRATE SHALL CONFORM TO STANDARD DRAWING NO.401),DITCH INLET FRAME )4^SELF TAPPING CONCRETE < FOR MULTIPLE ORIFICE APPUCATION V, AND GRATE. ANCHOR6,PHILLIPS 5-12 OR A 3"MIN.SPACER IS REWIRED AS Cl APPROVED EQUAL SHOWN.SPACER TO MATCH PLATE GUIDE 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T.TYPE G-2 CATCH BASIN DESIGN/WITFT DITCH 5. PLATE AND GUIDE SHALL BE SECURED FLUSH AGAINST WALL OF STRUCTURE AS APPROVED. )f^x 1-q"STAINLESS STEEL INLET TOP ARE AN ACCEPTABLE ALTERNATE.ALL GRATE MATERIALS SHALL MEET C.W.S. NOTE' OF DIMENSIONS,WIDTH,MATERIAL STANDARDS AS SHOWN ON DETAIL hI400 FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEM OR APPROVED EQUAL. 7, MAINTANANCE ACCESS REQUIRERNATE DTTOCWITHIINURES SEE SECTION CENTER 1.17. WITH BOTH STRUCTURES. BOLT. W M WITH A WATER TIGHT SEAL. •�• Q DITCH INLET DITCH INLET OUTFLOW CONTROL ORIFICE PLATE - U) Q� Q W r FRAME AND GRATE C1eanVvI ServicesSTRUCTURE C1eanWatrr services AND GUIDE Cl..V'aI;r�"Services DRAWING NO. 390 - REVISED 05-07ovr e°mmLme"L:e aa.e. DRAWING NO. 400 REVISED 12-06 ovc oommumevL;.de,c. ovc vvmmiwem is ate.c. ovT Dommilmev3;e deer. a DRAWING N0. 720 REVISED 11-06 DRAWING NO. 730 REVISED tz–os J_ U Q Ca ° MATER B R W. e�a ND F�a 6 M N B 3TRR W N. LL J GAW 110 IA-11= sn 2 awc E BSA¢RLL Rauml Ew rods rem INE rods MwNxs u FINISH GRADE PER PLAN SCALE:NTS W z nreu MaD L C) N uNK'A_ 5 Tom" RNW P r 11 1 1"ER MIT J3 ILV MA EDEN IN3 TAP MC9VER5 SD IN CMPDE FA016A1E GALE 0 NOMOA IIA NG S q!uli.FIm RIB NRIDt POS15 a G11E FOSIS W D """ "� NrooWFRwrr�aMro9A,swMA�WSRwA,eRHIIPs1A,rbs REINFORCED CONCRETE COLLAR OR t3' DX z m�P RNmTRm�mWWRNDPTPLPM t.5' 1.0' A Q-7 r BW PD ND RM 9R Q RN�PM A Z BRACE POSTR TIaM AND BARBED SELVAGE BRACE POST '/ I� i—FLOW 1.D 1.5 O D ND,GAIE OR CORNER POST UNE POST PULL POST D TI MP RAIL SIFEVES TOP RAIL I— �l TT1 FARRIC BAND cCn z o CHAIN uNx FAeMc RE HEH BAR 3.0' �_I PIPE PER PLAN s I�€ 0 BRACE RA LL BRACE RAIL A ' ^ I i I I rTlWELDED WIRE MESH TRUSS ROD TENSION ,BUSS ROD ,. III ABAB DµD J TT ^WINE RIP–RAP PER PLAN A DESIGNED BY RE DS JA SELvnGE „1 �. MINIMUM 3"CONCRETE 3.0' COVER BETWEEN GROUND DRAWN BY. DS SECTION VIEW AND WIRE MESH VIEW A-A CHECKED BY. Pas TOP HINGE 12'OR 15'AS WDUREp SCALL: AS NOTED (180'STUNG) DATE:T1/15/2016 CONCRETE HEADWALL DETAIL STRETCHER o$ NOTES: Tj�V tOl N / eANRG 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. \ e AR R 2. ALL METAL REINFORCEMENT SHALL CONCFORM TO THE REQUIREMENTS OF ASTM A615, m ® GRADE 60, DEFORMED BARS.3. INSTALL 6"X 6" 10 GAUGE WELDED WIRE MESH FABRIC.(+� JR.AIN "�—u'ROUND sccnoN + 4. MAINTAIN A MINIMUM OF 1 FOOT SEPARATION BETWEEN PIPES. 4poER H pA 12"ROUND SECTION RENEWAL DATE:8/30/19 REVISIONS AS—BUILT DISCLAIMER: AS—BUILT INFORMATION IS BASED ON A COMBINATION OF doe NUMBER FIELD SURVEY INFORMATION, SPOT INSPECTION 3876 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. SHEET THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD An BE FIELD VERIFIED AFTER CONSTRUCTION WC2o AS COMPLETED. �..�� SW SCHMIDT 4 i -T : a - CHAIN LINK FENCE,REFER 4 - ' ( ! NOTES: w LOOP _ J ° n TO ENGINEERING PLANS(EYP) AC J .aT I' 4 V(TYI) �, 1. PLANTING SHALL BE PER CWS DESIGN AND CONSTRUCTION STANDARDS,APPENDIX A PLANTING to aMENTS J NE 20 OR MOST CURRENT VERSION.NNEMAPLE(EYP) .RED FLOWERING CURRAIRE 07_- 7- - -- - - --__ -s"` - - 2. RRIGATION FOR'RIE WATER QUAUTY AREA MALL CONSIST OF A PERMANENT,IN-GROUNDq// ; ! - � ! I SYSTEM. IRRIGATION SYSTEM SHALL BE'DESIGN-BUILD'BY THE.CONTRACTOR. CONTRACTOR Z ILSHALL CONSTRUCT A PERMANENT,IN-GROUND,IRRIATION SYSTEM USING NEW HUNTER BRAND HEADS,VALVES,AND BATTERY OPERATED CONTROLLER. DOUBLE CHECK BAG ROW ASSEMBLYZ TYP TIED^i;, : I (DETAIL 530,SHEET 0405 REQUIRED WTH IRRIGATION METIt OBTAIN LANDSCAPE ARCHRECTS io/ AND gTYS APPROVAL OF)PLAN PRIOR TO CONSTRUCTION. REFER TO CLEAN WATER SERVICESa.. - (CWS)DESIGN AND CONSTRUCTION STANDARDS MANUAL AND MAINTENANCE NOTES THIS SHEET.CHAIN LINK GATE,REFER ••• , •TOENGINEERING PLANS "' •,'SEED MIX(TYP) , ,„,,,, ,, ,•, ,'• •,•7'':•••„' 3. PLANTS AND PLANTING IN THE EXTENDED DRY BASIN SHALL CONFORM TO CLEAN WATER "< ' oZ,,. CASCARSERVICES CWS STANDARDS REGARDING INVASIVE PLANT REMOVAL,SOIL PREPARATION,/ ( ) W+ + + + + + + + � p��y�Cp�j-AMNTCUIWyIL1NIGR�dIIEIES, pA�NB IN NATURAL APPEARING GROUT SHALL BE P NGS. PLANTINGSLLY �F �CLUSTBHED ELD ROSE(EYP) + + + + + + + + + + + I N 4 '"'�"+ + + + + +-+ + ++++++,+,+++++-F + + + + + + + + p , SHALL TAGGED FOR DORMANT SEASON IDENTIFICATION AND SHALL REMAIN ON PLANT k'a o ix Z 0- ",+' + + + + + + + + + + + + + + + + a + + ++ + + + + + + + +�!% I MATERIAL AFTER PLANTING FOR MONITORING PURPOSES FIELD ADJUST WOODY PLANT MATERIAL y a /, + + + +.+ -+ +. + + + + + + .+ + + + + + +++ + + + + + + + + + + + + i i AS NECESSARY TO AVOID CONFLICT-WITH STANDING WATER/SATURATED SOILS. / + + + + +. + + - +++ + + + + + + + + + + + + +�+ +r+ + + + + +-.+ + + + ' Z� - }„��/• + + + + + + +++ + ++ + + + + + + +++ + + + + + + + + + + + + + + +. + + + 4.'BARE ROOTS MAY BE SUBSTITUTED FOR PLANTINGS SHOULD PLANT BE AT MINIMUM HEIGHT p ,X �'T �+ •+ •+ + + + + + +++ + + +++ + + ++ + + + + + + + + + + + + + + + + + + i ! ' LISTED IN THE PLANT SCHEDULE PLANTWGS SHOULD PREFERABLY BE INSTALLED BETWEEN O ' + + + +r + -+ + +�.+ + + + + +++ + + +1+ + +++ + +y+ + + + + +T + + + + + + +f+ + + + + + + + + + + + FEBRUARY 1 AND MAY 1 FOP.BARE ROOTS AND SEEDS AND BETWEEN OCTOBER 1 AND 2�� T ° -I NOVEMBER 15 FOR CONTAINERS. PLANTS MAY BE INSTALLED AT OTHER TIMES OF THE YEAR, V + + +++y+ + + + + +/+ BOTTOM OF FAgUTY + + + + + + + +++ + + + + +++ +++ + + + _+ + + + + + + + + + -+ + + ++{(� ! i 7 HOWEVER,ADDITIONAL MEASURES MAY BE NECESSARY TO ENSURE PLANT SURVIVAL IRRIGATION /IS W N \+ +- ++ + +..+ + + h + + + + + + + '++++++++++++++++ + + + + + ++ +- + + +++ + + + + + + + + + +' + + + + + +- I ' +F + + + +'-+ + + + +'.+ + + + + + + +1+ + + + -+ + + +++ + +++++ + + + + + + + + + +-+ + ++++++++++++- - I i OR OTHER WATER PRACTICES(LE POLYMER PLUS WATERING)SHALL BE USED DURING THE �++' + + +..+ + + +T+. + + + + + + + + + +- + +++ + +++ + + + +++ + + + +�.!++ + ++ + ++ + ? - ,l I 0 THREE-YEAR MAINTENANCE PERIOD. WATERING SHALL BE PROVIDED AT A RATE OF AT LEAST + �+ + + + + + + + + RIP RAP,REFER 1D + + + + + + + + +++ + + ++ +.++ + + + + + + +- + +/+ + + + + -+ + + + + + + + + (" J i 0 0 �r+ + + +,+ + "+ +r+:++ +- + ENGINEERING PLANS, + + t + + + + + + + +T+ + + + +++ + + + + + + + +� + + + + + + + + + + + _ I - ONE INCH PER WEEK BETWEEN JUNE 15 AND OCTOBER 15. + + +\ +- + + + +T+ + + .+ + + + + + + -+ + +++ + + +++ + + + + + + + + + +-.+ +� + + + +- +�+ +�+_+ + + + + + + ,\ - I \ I m < 5. PLANTINGS SHALL BE MULCHED A-MINIMUM OF 3 INCHES IN DEPTH AND 18 INCHES IN DIAMETER + + t + + + + + + + + + + + + + + + :+ + + + + + + +++ + + +++ + + + +++ + + t' + + + + + ++ +'Y, + + + + + +: + + TO RETAIN MOISTURE AND DISCOURAGE WEED GROWTH AROUND NEWLY INSTALLED PLANT + + �. + + + + } + + + + + +- + + + + + + + + + + +. +++ + + +. + + + + .+ +/+ + + + + + +++ + + + . +-MAINTENANCE ACCESS_ CHAIN UNK GATE,REFER -I i �i Q MATERIAL MULCH SHALL BE COMPOSTED BARK MULCH OR LEAVES THAT HAVE NOT BEEN 1dd r ` _/+ + TO ENGINEERING PIANS III 2 8 + +RED-OBER DOGWOOD(1YP); + :+ + + +-+ + +- + -+ + + : + + + +++ + + +++ + +++-+++ + + + + + + .+ + + + +T+ + -+ +. + + + + + + I $ CHEMICALLY TREATED OF A TYPE APPROVED BY CWS. MULCH SHALL BE AVOIDED IN + + +� + + + +++ a + +`!+ + + + + _+ + +++ + + + + + + + + + + + + + + ++.+/ + + + + + + + + + ✓+ + + + I+ + + ( - i FREQUENTLY INUNDATED AREAS TO AVOID MIGRATIOIN OF MULCH INTO WATER-WAYS AND O - +++. + + + + • + + + -+ + +++++++++,++ . .+ + + + + +TRAGT'A..+. + + + + + + +++ + + + + + +T+++ } .� + +SNOWBERRY(EYP) + �\N a LEACHING OF NUTRIENTS. V/O - �� + i +.`t + + +T+'-:+ 1 `-+ + +. . + +++ + + ,+ +STORMWATER fACIRTY+ + + + + /r + +' + + -+ + + +- + +/+ + + + +�! �' I � /� \� a. + '+ + + + + + a i 6. THE TREATMENT AREAS dF THE EXTENDED DRY BASIN STALL HAVE 2°-3/4"RIVER ROCK. p 3 \ m , i + + ..+ + + t + ,+ + + + + +- + + f + + .+ + + + + + + + +/:++++++++-+++++ + + + + +' + +' + + i + + + + .+ .+ + + .+ + I / I- ,C + + -+ + .�-:+ + + +. + + +�+ + + + + + + + + + + + + + + + + + + + +..+ + + + + + + + + I+T+ + + + + /+ + + ,% - III I I �- PLACE 2.5"TO 3°DEEP ON HIGH DENSITY JUTE MATTING OVER 12"OF TOPSOIL OR BASE + + + + + + + + + + +. + + + + +++ + + ++WET AREA PLUG MIX(TIP) + + + + + + + + + + +++ +' + +-+i++++++4" I I I STASUZA710N METHOD AS A.-PROVED BY THE DISTRICT OR CITY.,EXTEND RIVER ROG(,TOPSOIL, T my �+T+-. + + + +\� _._+_+ +`+ +' + + + ++ +T+ ++'- + + + + + +�/+ + + + + + + + + + + + I++ +++++ + I p V{ �� AND HIGH DENSITY JUTE OR COCONUT MATTING TO TOP OF TREATMENT AREA(OR WQV LEVEL). ( - r r+ + + +F+ + -*--.:+ _ + ;+ + .+:y+ + + +Y +++ + + + + + + + + + + 7 + + + + + + + + + + + +++ + + + + + \ I I I EXTEND TOPSOIL AND JUTE MATTING TO THE EDGES OF THE EXTENDED DRY BASIN. REFER ALSO O Q ++ + +.+- + - + ; - + '+--+_.,+ + + +- + + +*+ + + + + + + +- + +++ + + + + + + + + + + + + + +. +I+ + +++ + +l+ + + a TO CLEAN WATER SERVICES WATER QUALITY EXTENDED DRY BASIN DRAWING THIS SHEET AND TO N +! + i r `N \ I i- CIVIL PLANS FOR SOIL PLACEMENT AND SPECIFICATIONS. /� �+ :-' ±._> -+ + + + + + + + + + + + + + + + + +�+ ++++++++++++ + ' + +1+ l Q v'm ' PLUGS IN BOTTOM DED BA T B PLANTED R RI AND .. +>y+ + + -+ t_ -.: + + +- + + + + + + + + + + + + + + + + + + -+ + + + { ++++++++++ + +- + + + + + + + + + + + + -+ MATTING IS PLACED. POCKET PLANT DRY PLUGS BETWEEN RIVER ROCK. PLANTING SHALL BE 7 t .+ + + + + + + +. + + + + + + + + + + + + +. + + + + +. + + + + + + + + + + + + + +I + + + + + -+ + + ' ° A MINIMUM OF 6 PLUGS PER SQUARE FOOT THROUGHOUT THE WATER QUALITY EXTENDED DRY > z �.r �; T + + + + + +y +' + : + + + +_+ ++. + + + + + + + + + + + + + +- + + + + + + + +J+ + + + t + + + + + \ i BASIN BOT TOM AND SIDE SLOPES(TREATMENT AREA). THE MINIMUM RUG AREA SIZE SHALL BE N + a }++ + + + + 1 + + + +++ + + + + + + +++ -+ .+ + + + + + + + + + � + + + + + + + + +II+ + i + +�+ + + + + + + - + .+-T. + + + +- + + + + + + + + + + + + + + + + + + ��- + 1 + + + + 4 RED-OSIER DOGWOOD(TYP) + //��\ + + + + + +�+ + +++ + + +++ + + + + + + + + + + + + + + + + +' CLUSTERED WILD ROSE(TYP) + + + +N- + + + + + + + + + ` i - W + + 4i CASCARA(TYP)+ + + + + + + + + + + + + + + + + + + + + + + +++ + +++ + + + + + + + + + + + + + + +k; o`, �;; �.°}".. •�,•A ��% CHAIN LINK FENCE.REFER TO ENGINEERING PLAN 1/71 EXISTING DEgD0005 TREE TO REMAIN(TYP) _ �_„� __ ____.__FREEBOAR(AREA_____ _ - - - ---- -�--- a d I r -'--- =mac --------- -- -- S®MIX TYP s -TAX LOT 15900 - TAX LOT 1600 - EXISTING CONIFEROUS TAX L1TT-1fi100 3 �- TAX MAP 2S 1 18B, TAX MAP 2S A 11DD T; \TAX MAP 2S 1 flDD _ � TREE TO REMAIN(EYP) - - SCALE 1" _ 10 FEET Q � a CONSTRUCTION 10 0 4 6 6 10 1. WATER QUALITY BASIN SHALL BE OVER-EXCAVATED AND FILLED TO FINAL GRADE WTH 12-INCH AMENDED TOPSOIL TOPSOIL STORMWATER FACILITY MAINTENANCE AND - - W AMENDMENTS SHALL BE GARDEN COMPOST,NOT CONVENTIONAL FERDUZER AMENDMENTS Z VINYL CLAD CHAIN LINK FENCING 2. A BIODEGRADABLE EROSION CONTROL MATTING SHALL BE PLACED OVER THE TOPSOIL THROUGHOUT THE BASIN CROSS SECTION. MONITORING CONTACT INFORMATION: SEE STD. DETAIL NO. 740 - -FABRIC SHALL BE HELD IN PLACE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION REQUIREMENTS. ANCHOR SPACING - -PLANT SCHEDULE Q SHALL BE BASED ON 3 FPS ROW OVER THE FABRIC. SCOTT NEWCOMBE A V ' A. UP TO HIGH WATER MARK-HIGH-DENSITY JUTE MATTING(GEOJUTE PLUS OR OTHER APPROVED EQUAL). VENTURE PROPERTIES B. ALL OTHER AREAS-LOW-DENSITY JUTE MATTING(ECONOJJTE OR OTHER APPROVED EQUAL). 503-387-755,5 - BEES(TOTAL 63): QTy BOTANICAL NAME COMMON NAME SIZE/CONTAINER MIN.HT SPACING CC APPROVED - SCOTTOVENTUREPRORCOM EC 3. IF REQUIRED,2.5-3 INCHES OF 2'-r RIVER RUN ROCU(SHALL BE PLACED OVER THE MATTING EVENLY THROUGHOUT THE - MATTING LENGTH AND WIDTH OF THE BASIN. ,* 34 ACER CIRCINATUM - VINE MAPLE 2 GAL.CONT./2'HT. AS SHOWN 4. PLANT MATERIALS SHALL BE PLACED IN ACCORDANCE WTH THE PLAN AND PLANT TABLE AS SHOWN ON APPROVED PLANS. - O O A.SATURATED ZONE(RAT BOTTOM TO 0.4'PERMANENT POOL)-PLANTED ETH RUSHES,SEDGES AND OTHER - WETLAND SPECIES(OXYGENATORS), I- B.TRANSITION ZONE(PERMANENT POOL TO HIGH WATER MARK)-PLANTED WITH SEDGES,RUSHES,PERENNIALS, 29 RHAMNUS PURSHIANA CASCARA -2 GAL CONT./T HT. AS SHOWN cn BASIN BOTTOM - O 4'MIN. FERN AND SHRUBS WHICH TOLERATE MOIST CONDITIONS -1" FREEBOARD 18" MIN. TOPSO C.DRY ZONE(ABOVE HIGH WATER MARK)-PLANTED WTH SELF-SUSTAINING,LOW MAINTENANCE GRASS,PERENNIALS _ MIN. AND SHRUBS. - - - - - 5. EXTENDED DRY BASIN PLANTINGS CAN BE DEEMED"SUBSTANTIALLY COMPLETE'ONCE ACTIVE GREEN GROWTH HAS OCCURRED TO SHRUBSlTOTAL 3127: QTY BOTANICAL NAME . COMMON NAME SIZE/CONTAINER MIN.HL SPACING AN AVERAGE GROWTH OF 3"AND PLANT DENSITY IS AN AVERAGE OF APPROX.6 PLANTS(MINIMUM 1-INCH PLUGS OR -O EQUIVALENT)PER SQUARE FOOT. 69 - CORNUS SERICEA RED-OSIER DOGWOOD 1 GAL CONT./2'HT. 36°O.G IN CLUSTERS DESIGNED Or. h6/KAH 6. THE FACIUTY SHALL BE DEEMED ACCEPTABLE TO BEGIN THE MAINTENANCE PERIOD WHEN PLANT GROWTH AND DENSITY MATCHES DRav,N ar:. TEB 0:4' PERMANENT - THE ENGINEER'S DESIGN AS SHOWN ON THE APPROVED PLANS AND ALL OTHER REQUIREMENTS HAVE BEEN MET. THE ENGINEER - 76 RIBES SANGUINEUM RED FLOWERING CURRANT 1 GAL CONT./1.5 HL 36°O.C.IN CLUSTERS CHECKEDBY: KAH ' POOL DETH RIVER ROCK 2 3/4"** - - MUST CERTIFY THE FACIUTY TO BE FUNCTIONAL IN ACCORDANCE WITH THE APPROVED PLAN DESIGN TO BEGIN THE THREE-YEAR - 2.5 3" DEE MAINTENANCE PERIOD. sc AS NOTED FREEBOARD TREATMENT AREA FREEBOARD BUFFER/MITIGATION. _ _ 84 ROSA PISOCARPA CLUSTERED WILD ROSE 1 GAL CONT./1.5 HL 36°O.C.IN CLUSTERS DATE:11/15/2016 BASIN AREA AREA -4 MINIMUM WIDTH '. AREA AREA MAINTENANCE - - - EC MATTING ECONOJUTE* COCONUT FIBER OR GEOJUTE PLUS* ECONOJUTE*t=ECONOJUIE* S>20° 1. THE PERMITTEE IS RESPONSIBLE FOR THE MAINTENANCE OF THIS FACILITY FOR A MINIMUM OF THREE YEARS FOLLOWING - - O 83 SYMPHORICARPOS A1BUS COMMON WHITE SNOWBERRY 1 GAL CONT./1.5'HL 36°O.C.IN CLUSTERS * 7 SEED MIX LOW GROW MIX NONE LOW GROW MIPPROVED BY CONSTRUCTION AND ACCEPTANCE OF THIS FACIUTY PIR CITY REQUIREMENTS.SEE NOTE 5 - SEE NOTE 5ICT OR CITY 2. IRRIGATION IS TO BE PROVIDED PER SEPARATE IRRIGATION PLAN AS APPROVED. - - - - - t`y�'I KIRSTI ALD E :1 FIAT BOTTOM NOTE:IRRIGATION NEEDS ARE TO BE MET USING A PERMANENT,IN-GROUND IRRIGATION SYSTEM WITH A TIMER DURING THE DRY .11,085 SFt WET AREA PLUG MIX: CION *OR AS APPROVED SEASON. SYSTEMS SHOULD BE WINTERIZED DURING THE WET SEASON TO ASSURE LONGEVITY AND GUARD AGAINST DAMAGE ++++ RUG MIX SHALL CONSIST OF THE FOLLOWING COMPOSITION OR APPROVED EQUAL PLANT 6 PLUGS PER SQUARE FOOT, - T.}� O6/O6/2013 -+*IF REQUIRED - FROM FREEZING TEMPERATURES.WATER SOURCE SHALL BE AS SHOWN ON THE APPROVED PLANS. + + V� NOTES! - - IN MASSES OF SAME TYPE FOR NATURAL APPEARING GROUPINGS ALL PLUGS IN BOTTOM OF BASIN TO BE PLANTED ' N REFER TO APPENDIX A,cws DESIGN&coN5lRucnoN STANDARDS,FOR LANDSCAPING _ 3. ENGINEER OR OWNERS REPRESENTATIVE IS TO VISIT AND EVATE THE SITE A MINIMUM OF ONCE ANNUALLY(FALL). THE - AFTER RIVER ROCK IS PLACED. AVOID EXCESSIVE DAMAGE TO PLUGS WHEN PLANTING. REFER TO CWS WATER QUALITY - REQUIREMENTS INCLUDING TREE PLACEMENT,TOPSOIL AND PLANTING SPECIFICATIONS. - - LANDSCAPING SHALL BE EVALUATED AND REPLANTED AS NECESSARY TO ENSURE A MINIMUM OF 80%SURVIVAL RATE OF THE EXTENDED DRY BASIN DRAWING N0.700 AND 710. REMscNs 2 PROVIDE IRRIGATION AS APPROVED BY CWS. - - REQUIRED VEGETATION AND 90%AERIAL COVERAGE. NON-NATIVE,INVASIVE PLANT SPECIES SHALL BE REMOVED WHEN _ 16,628 25%SLOUGH SEDGE/CAREX OBNUPTA;I*PLUGS,6 PLUGS PER SF 3. JUTE MATTING-GEOJUTE PLUS IN TREATMENT AREA,ECONOJUTE FOR ALL OTHER AREAS,OR SIMILAR - - 16,628 25%SPREADING RUSH/JJNCUS PATENS;1"PLUGS,6 PLUGS PER SF FABRICS.COCONUT FIBER IS ALSO ACCEPTABLE. - OCCUPYING MORE THAN 20%OF THE SITE, 4.' 12-INCHES OF TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY TRACT. 16,628 25%SMALL-FRUITED BUS BUFOSGRPUS PLUGS, LU i"PLUGS 6 PLUGS-PER SF 5. FREEBOARD AREA SEED MIX,DWARF TALL FESCUE 40%.DWARF PERENNIAL RYE 307,CREEPING RED FESCUE z5°4 4. THE FACILITY SHALL BE RE-EXCAVATED AND PLANTED IF SILTATION GREATER THAN 4 INCHES IN DEPTH OCCURS WITHIN THE 16,628 25%TOAD RUSH/JUNOUS BUFONIUS;i"PLUGS,6 PLUGS PER SF - COLONIAL SENT GRASS 57 APPLY AT A RATE OF 120#/ACRE. THREE-YEAR MAINTENANCE PERIOD. AS-BUILT DISCLAIMER: JOB NUMBER AS INFORMATION IS BASED ON A COMBINATION OF 7,915 SFt FREEBOARD AREA SEED MIX(PLANT UNDER AND ALL TREES AND SHRUBS ABOVE FREEBOARD AND IN AREAS SHOWN): 3576 FIELD SURVEY INFORMATION, SPOT INSPECTION - DWARF TALL FESCUE(40%.;DWARF PERENNIAL RYE(30%);CREEPING RED FESCUE(25%);COLONIAL BENT GRASS(5%). WATER QUALITY EXTENDED DRY BASIN INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. APPLY AT A RATE of izo Les PER ACRE. REFER Also To cws WATER Qunun EXTENDED DRY easlN DETAIL DRAWING SHEET WATER QUALITY EXTENDED DRY BASIN No.Tao. NTs THE ENGINEER ONLY CERTIFIES INFORMATION MiICH COULD C21 0 CONSTRUCTION & MAINTENANCE NOTES BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 0 Lu AS-BUILT DISCLAIMER: z� AS—BUILT INFORMATION IS BASED ON A COMBINATION OF W FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. v BEEFIEIDINEER VERiFiOEDLAFiERTIFIES CONSTRU0RMATION CTi0N WASWHICH COULD COMPLETED. HERITAGE CROSSINGa �W zaQ ¢In SANITARY SEWER CONSTRUCTION PLANSCL Z 0 . 2,5 �oz, w= z W /T--_ BELLFLOWER 2 p SW _STREET._ __--_ TAXTAX LOT TAX LOT TAX LOTS TPX LOT TA%LOT p TA%LOfT jµL07• TA%lAT TAX lAT- lA%LOT 37W r o s9oo 68DO s7co ssoO ssa0 3 41W 400 39w rAx M0.P zs t I SANITARY SEWER CONSTRUCTION NOTES Q NTATAX MAr Tax.I IAN MAP TAX Mar W 2s�i ti w j uX MAP 2sNi 1t Al TAX M� I1w 1.ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THESE PIANS AND THE APPLICABLE REQUIREMENTS OF CLEW WATER n i 11 D1 25 t TINT'25 1 itpA n 1 i7DA a n 1 1IDA 2S 7 11� TAX LOT I SERVICES DESIGN AND CONSTRUCTION STANDARDS R&D 07-20. / t 4NDip 7 y 11 14 I I 3.THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER 48 HOURS PRIOR TO THE START OF SANITARY SEWER CONSTRUCTION AND W H ' 25 t uDA q 5-- 6 °PUB C° 9 10 PUBLI" 12 13 ANY STAGED INSPECTION. J o I TAX OT -SAN E \ - - 15 I r7x LOT 4.POLYVINYL CHLORIDE(PVC)PIPE SHALL CONFORM TO THE REQUIREMENT'S OF ASTM D-3034,SDR 35(4'-15'x,ASTM F-679 SDR �_ � O 1470D .� TAX MAP - 3900 35(18°-241.ASTM C-900 D-174DR18(4°-12°1 ASTM C905 0-17840818(16°-247.GASKETS SHALL CONFORM TO THE I 12S 1 11DA - - - _ 16 I TAX MAP ! REQUIREMM,OF ASTM C-477 AND ASTM D-3212. c/n� �y� z -YA%Loi' 3 - - - SW SCHMIDT LOOP_-\ n 1 12CB V/ o 4E00 77 I 5.MANHOLES SHALL BE PRECAST CONCRETE SECTIONS WITH MINIMUM INSIDE DIAMETER OF 48 INCHES,CONFORMING TO THE W r ¢lo i14 W / 1 55 56 1 "PUBU° I REQUIREMENTS OF ASTM 0-478,EXCEPT AS NOTED ON THE PLANS,PRECAST MANHOLE RISERS,TOPS,AND BASE SHALL HAVE A a:a 2S i t1Da 2 I/ q1 '� 1 ' 18 s MP 681 MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI.TOPS SHALL BE ECCENTRIC CONES EXCEPT WHERE FIAT TOPS ARE REQUIRED PER rich OO F, g¢ _ I 1 _ _ STANDARD DETAILS.POURED IN PLACE MANHOLES WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI MAY BE SUBSTITUTED. `/ V/ w¢ TAX LOT- wt 54 I T oo I J 'PUBLIC" 1 57 1 SW ASHFORD SW ASHFORD_ 6.PJC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS'RECOMMENDATIONS,PVC SEWER PIPE SHALL BE Jy T''7 " -Q 40 43 STREET(EXT) STREET- CONNECTED TO CONCREEE MANHOLES BY MFNdS OF AN APPROVED COUPLING WITH AN ELASfOMERIC GASKET,AN APPROVED WAIERSTOP, 9 3 SW ASHF PUBLIC" I g 53 a I a OR FLEXIBLE SLEEVE THE CONNECRONS SHALL BE FINISHED PORTLAND CEMENT GROUT. U I 18 / Trx Lor v 7 II 39 a5 w 52 IQ 59 wo 3eoo 7 AFTER THE CONTRACTOR HAS BACKFILLED THE PIPE ZONE OF THE TRENCH AS REQUIRED,THE CONTRACTOR SHALL THEN BACKFILL. ` T a w 20 I TAX MM THE BALANCE OF THE TRENCH,WITH CLASS°B°CRUSHED ROCK,IN ONE FOOT(1')LAYERS,MECHANICALLY COMPACTING EACH LAYER Lu Q n I 25 I t2c TO 95%IN PUBLIC RIGHT-OF-WAYS AND 85%IN OTHER AREAS PER AASHTO T J9.PIPE ZONE MATERIAL AND PIPE BASE SHALL BE I Tax LOT qg I a I 51 a 60 0 3/4"-G CRUSHED GRAVEL TRENCH BACKFILL SHALL H 3 4°0 CRUSHED HOCK WITHIN STREETS AND NATIVE MATERIAL D OTHER �1C O CV ta4o G i 3e. 3 I 21 �'z RETAS.ANY SUBSEQUENT SETTLEMENT OF THE TRENCH P DITCH DURING THE GUARANTEE`PERIOD SHALL BE CONSIDERED IS BE THE `/ 'A 12 IDA tt py 36 47 (N 50 I la 67 I m RESULT OF IMPROPER COMPACTION AND SHAM BE PROMPTLY CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE DISTRICT OR U)m TAX LOT THE OWNER. _ 35 TAX 0i ,\ ` 48 49 62 -. 14300 _ - - - - - L- I 3 z TAXuqr 8.SANITARY SEWER PIPE AND APPURTENANCES SHAH BE TESTED FOR LEAKAGE IN ACCORDANCE WITH CWS STANDARDS. LEAKAGE / / 2S 1 12CB TESTS INCLUDE AN AIR TEST OF THE SEWER MAINS AND SERVICE CONNECTIONS AND A WATER IXFlLTRATTON TEST OR VACUUM TEST OFin �' S ScHMIDT LOOP 2q I m THE MANHOLES. ANY PORTION OF THE SEWER WHICH FAILS TO PASS THESE TESTS SHALL BE EXCAVATED,REPAIRED DR REAUGNED, Q AND RETESTED. IN ADDITION TO HYDROSTATIC OR AIR TESTING,SANITARY SEWERS CONSTRUCTED OF PVC SEWER PIPE SHALL BE cc DEFLECTION TESTED AFTER THE TRENCH BACKFILL AND COMPACTION HAS BEEN COMPLETED. THE TEST SHALL BE CONDUCTED BY M /I °PUBLIC / I m TAX LOT PULLING AN APPROVED SOLID POINTED MANDREL 95%OF THE INSIDE DIAMETER THROUGH THE PIPELINE ON A MANHOLE TO MANHOLE W W Q TAX LOT SAN B TRACT'A' TAX 10000MAP BASIS. Ora t-1 33 32 31 30 29 28 27` 26 25 "Pt tz 9.UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DIRECTED BY THE ENGINEER,EACH SERVICE CONNECTION SHALL BE LAID IN A TAX NAP SEPARATE TRENCH ON A STRAIGHT UNE AND GRADIENT FROM THE TEE TO THE END OF THE SERVICE CONNECTION.THE SERVICE Q n t IiDA A — - - - - - CONNECTION SHALL BE INSTALLED WITH THE SAME ACCURACY AS THE MAIN SEWER. T - 1 TAX IDT TAX LOT TA%LAT TAX LOT TAX LOT SW LANGTREE �+o Is1aO 10.EACH SOME CONNECTION SHALL BE PLUGGED WITH A RUBBER RING PLUG.A 2°X4'MARKER PAINTED GREEN SHALL BE PLACED 19 LOT T9 LOT TAX LOT TAX LOT /TAX LOT -1570D ISWo tssro TWO STREET AT THE END OF THE PIPE TO A POINT ONE FOOT(I')ABOVE THE SURFACE OF THE GROUND.A DETECTABLE WHITE MAGNETIC TAPE rAx LOT 15100 tszoo 153M 1540 15500 TAX Lo Tax MAP TAX MAP TAX MAP TAX M+P TAX Mer ZHORDURATEC WHITE SANITARY SEWER RIBBON OR ED UAL"I WIT}I THE WORD"SEWER'AT REGULAR INTERVALS SHALL BE PLACED Tnx TAY MAP Tax NM TAX MaP rrx MAP TAX Mpp �tSsoD 2S t ttDD 1 1too 1 1t0D zs t 1I n 1 ttOO I�MP:6.87 ALONG THE SERVICE CONNECTION FROM THE MNNUNE TEE 70 THE GROUND SURFACE.THE DEPTH AT THE END OF THE LATERAL SHALL t�, ZS It00.n t t1DD I2ST 1 11DD n 1 ItDD 25 1 IIDW .TAX NTP\ Ilzs n OD i n I I IDD BE WRITTEN ON THE 2"X4. 11.IN EASEMENT AREAS,ALL MANHOLES SHALL HAVE TAMPER-PROOF UDS PER CWS SPECIFICATIONS,OR APPROVED EQUAL..THE RIM W 9 A C IT^ MAP SHALL BE SIX INCHES(6'ABOVE FINISH GRADE. V` CY 12.THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND DEVICES TO REMOVE AND DISPOSE OF ALL i =1 OO WATER ENTERING THE TRENCH EXCAVATION DURING THE PROCESS OF LAYING THE PIPE.WATER AND DEBRIS SHALL NOT ENTER INTO THE { DISTRICTS SEWER SYSTEM.WATER AND DEBRIS SHALL BE DISPOSED OF IN AN APPROVED MANNER. 'A 13.THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPUCABLE SAFETY RULES OF O.S.HAin O.S.H.A.AND IN PARTICULAR,THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION. f1N 14.THE CONTRACTOR SHALL KEEP RECORDS OF ALL CONSTRUCTION THAT DIFFERS FROM THE APPROVED PLANS AND SHALL MAINTAIN W W "RECORD DRAWINGS"DURING THE CONSTRUCTION PERIOD."RECORD DRAWINGS"SHALL BE SUBMITTED TO THE ENGINEER AT THE END OF / THE PROJECT. ` 15.ALL SANITARY SEWER PIPE WITH A MINIMUM OF FOUR FEET OF COVER FROM FINISHED GRADE SHALL BE PVC,SEAMLESS, W O CONFORMING TO ASTM 3034 SDR 35 OR APPROVED EQUAL '^ 16.ALL SANITARY SEWER PIPE WITH A MINIMUM OF TWO FEET OF COVER FROM FINISHED GRADE SHALL BE C900 DR-18.OR V/ U APPROVED EQUAL } 17.ALL SANITARY SEWER PIPE WITH A MINIMUM OF 18-INCHES OF COVER FROM FINISHED GRADE SHALL BE DUCTILE IRON(DI)CUSS O I 50 WALL THICKNESS OR APPROVED EQUAL cc 18.ALL NEW CURBS SHALL BE STAMPED TO INDICATE WHERE EACH SANITARY SEWER LATERAL CROSSES BENEATH THE CURB UNE THE r STAMP IMPRESSION FOR SANITARY LATERALS SHALL BE LEITER°S'.IMPRESSIONS SHALL BE 2 INCHES HIGH,ON TOP OF THE CURB 1-- AND SHOULD ACCURATELY LOCATE THE SERVICE BELOW THE STAMP. 0 SHEET INDEX a � C300 — SANITARY SEWER CONSTRUCTION COVER SHEET F_ C301 - SANITARY SEWER 'A' AND 'B' PLAN AND PROFILE cl) C302 - SANITARY SEWER 'C', 'D', AND 'E' PLAN AND PROFILE Z C303 — SANITARY SEWER 'F', 'G', AND 'H' PLAN AND PROFILE I U C304 — SANITARY SEWER DETAILS ATTENTION EXCAVATORS: C305 — SANITARY SEWER DETAILS DmDS JA OREGON TAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE ORAM"DRAMBY: D$ OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH CHECKED BY: PAS IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY 5c As NorED OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CAVING DATE:11/15/2016 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, 1 t RdfF YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. �AA 4HDfR H•� RENEWAL DATE:8/W/19 REVISIONS JOB NUMBER 3876 SHEET C300 Z= 5-ui F W N= Q C7 W p! � Z Q I : Z U in (SS11D155) \ SW SCHMIDT ,1 /" 37 1 " SAN MH-aa -k- - - -LOO / \ 48 49 62 . �I ` - - - - - S-SCHMIDT }8 -- - - - - - - �� gM�ez \\ - 7 -14+o k �\ �/ mg B , w� \\\� - LOOP .e JL (I'\ TRACT'A' 1 R� - �`i`m+\ - --- -- oS4 Z ir 1 STORMWATER FACILITY `. ;,. • ��,�aLL 3 w a _ - - ' ,I \ SAN MH-A3(55110755 ¢ II + ISS11D7541) SAN MH-A5(SSI1D153) -I I r Z L � .B. SAN A I LL I SAN MH-81(SS11D157 "PUBLICT ♦A iR I 24 23 SAN B - /IS W 22 21 20 19 18 17 V ie. I I I SCALE 1" = 40 FEET k I o I 32 31 30 29 28 27 26 25 09 y 40 0 16 24 82 40 ^ SAN EXMN-A1(SS11DI41)-�;r / •+ r\ - b SCALE 1" = 40 FEET c/+ L� z 40 0 18 24 92 40 v i - -- - , .SAN MH-A2(55110156) �:-�- ..`.:v" -• � -. - - - - - - - - - - - - - - - - - SW HALL BLVD N _ - - o� a 3 - � z (BEAVERTON T➢�LARN HNV,"OR-141) SAN A T 1050+00 1049+00 1048+00 -_ {147+00 - - a ` m =cn 210 T_ -T �--- 210 210 I _ -_ 1- -_ - - z10 � 0 CLASS"A°ITRENCH R�CKFlLL - MASS-B-1 TRENCH LiACKFlLL CLAS"B"TRENCH BACKFILL PER C.WS.DWG.NO.590 -. 1 PER C.W'S.DWG I(0.590 PER O.W.S.DWG.N0.590 W 205 ( �__ 205 -.205 __- _t _ - - 205 T 200 -'--- - 8"03034 SDR-35 --- -- - 1-- - -- 200 200 F- I- FWISHED GRADE Ai -_ __ _ 200 Y/ r L=47.62 CENTERLINE OF PIPE 8"C900 DR-18 5=0.0042 FINI5HE0 GRADE AT M MAIN 1 10"ST _ __ " --L=411.27 �_._- - •EXISTINGROUN_D A. 195 . STM MAIN - _ IVIG-GROUND_AS_._.-_. +.._-.._. - - _P _ _..... -__--_ 195 195 __ 5=0.0039 -- 195 1�-� '� - ! ICENTERLI(JE OF PIP CROSSING CE TERLINE OF PIPE .i --vtNTERUNE, _ �.. 190 - _ - _ - _ _-'Ia._ :=-�t !-- _I F - -.190 190 L _-_'- _._ - _ _ _-.__.0 __ 190 . T 8"WA1 .. .. 8"03034 SDR-35 L-138.84 5=0.0048 _ __- " -_ - ISAN TAR .-- - _ CROSSING_ _ I - T� p. _ S1M-T I° WAIER MAIN CROSSING �- lE -___ X121 STM �(�-_ 15"S J STM LEAD STM 0 1FALL. I SAN Y �1M-LEAD 185 185 LA RAL TYP �. 1LAILRAL 1' -.. --{ 185 Q _. --- CR055ING- - S _____- -._ ) _ -_._._ h B'o I180 180 SAN MH-B1(SS11D157TORM SANIT . _.._ $0.0039 SDR 35 (" --k SAN MH- 48'MA1D155NHOLE SAN STANDARD 'MANHOLE LATERAL(TYP) S=50.14 SDR-35 -.- L___STANDARD 48°MANHOLE -L 1 - CROSSING.._.S MHCROSSISS11D155) - 180 J SAN MH A2 55110156) STANDARD 48°MANHOLE 5-0.0032 SAN EXISTING 4e1 MANHOLE L141) SAN MH-AS(55110153) - STA 19+35.37(17.0&.) - FLAT-TOP 48"MANHOLE -STA 71050+39.40N 50.38R) SW SCHMIDT LOOP 93(19 43L ( ) SSTA 12+06 62M 628E-" SW SCHMIDT LOOP j _I - STA SW SCH3(T LOOP STANDARD 4. MANHOLE ) STA 15+00.79 17.33E 48- 175 STA 1049+41.49(51.42R)---- --- --+----STA --SW SCHMIDT LOOP - 175 175 --"- - - �- 175 ( 'SW HALL BOULEVARD STA 2+84.38 SAN A ( ) - STA 4+11.27 SAN B SW SCHMIDT LOOP SW HALL BOULEVARD STA 2+36.76 SAN A SW SCHMIDT LOOP RIM:196.46 ! STA O+00.00 SAN B STA 0+97.92 SAN A - • RIM:192.09 I191.68 - O STA 0+00.00 SAN A RIM:191.68 STA 5+34.52 SAN A IE IN:4"LOT 32 LAT(PER TABLE) ( RIM: 170 - - ----..--LRIM:191.35 -_!---.._ -IE IN:186.97(8'N) -_ RIM:194.01-� 170 .170 - IE IN:186.49 884E - , 170 M IE IN:186.49(8°NE) li IE II a LOT 24 LAT PER TAB IE OUT:189.95(8°E) ( ) LL IE IN:185.05(8"N) IE O 18866(8"W) ---- IE IN:188.49(8"W) IE OUT:186.69 8"SW( 8 IN:4°LOT 17 LAT(PER TABLE) ---- ' IE IN:18835(8°W) A 165 ,� oEl OUT. IE(8"So) IF OUT:185.43(6"5) �_-. o _-_IE OUT:186.33(8"E) IL__...�_ -.__._._ _ IE OUT:187.76(8`S)J 165 165 ��_ _:L _.__ l__ -_o l._- IEoOUT:186.33(8°E) „165 W L.1. 8 o S o o S 8 F PUBLIC SANITARY SEWER A PUBLIC SANITARY SEWER B W z HORZ:1"=40' HCRI 1'=40' N Q VERT:1"=10' VERT:f=10' >- z ALL PROFILE ELEVATIONS ARE BASED ON ALL PROFILE ELEVATIONS ARE BASED ON IL.YYii.... PIPE CENTERLINE UNLESS OTHERWISE NOTED PIPE CENTERUNE UNLESS OTHERWISE NOTED Ha a m rn SANITARY SEWER LATERAL TABLE SANITARY SEWER LATERAL TABLE DOWNSTREAM DOWNSTREAM LOT DISTANCE FROM DOWNSTREAM PIPE DIA/TYPE LENGTH SLOPE DEPTH @ END IE IN®END IE*MAINLINE LOT DISTANCE FROM STRUCTURE PIPE DIA./TYPE LENGTH SLOPE DEPTH®END IE IN®END IE®MAINLINE oESICNEOBv: DS/JA 17 0.00' SAN MH-A5 4"D3034 SDR-35 28.06 0.0200 5.3 188.93 188.37 25 87.88' SAN MH-A34"C900 DR-18 29.00 0.0200 2.1 189.67 189.09 ORA.BY: DS 18 228.38' SAN MH A4 4"D3034 SDR-35 29.00 0.0200 5.2 188.53 187.95 26 138.88' SAN MH-A3 4"C900 DR-18 29.00 0.0200 2.6 189.92 189.34 CHECKED BY. PAS 19 128.73' SAN MH-A4 4"D3034 SDR-35 29.00 0.0200 5.0 188.13 187.55 27 18888' SAN MH-A3 4"C900 DR-18 29.00 0.0200 3.1 190.17 189.59 DA AS NOTED DATE:11/15/2016 209873' SAN MH-A4 4"03034 SDR-35 29.00 0.0200 5.1 188.01 187.43 28 238.88' SAN MH-A3 4"C900 DR-18 29.00 0.0200 3.6 190.42 189.84 21 6873' SAN MH-A4 4"D3034 SDR-35 29.00 0.0200 5.0 187.89 187.31 29 28888' SAN MH-A3 4°C900 DR-18 29.00 0.0200 4.1 190.67 190.09 11NP 22 38.73' SAN MH-A4 4"D3034 SDR-35 29.00 0.0200 4.9 187.77 1 187.19 30 338.88' SAN MH-A3 4"03034 SDR-35 29.00 0.0200 4.6 190.92 190.34 23 21.14' SAN MH-A4 4"D3034 SDR-35 29.00 1 0.0200 4.8 167.70 187.12 31 388.88' SAN MH-A3 4"D3034 SDR-35 29.00 0.0200 5.1 191.17 190.59 N ' F Rr1 9n'J,r1J' 24 0.00' SAN MH-A4 4"D3034 SDR-35 30.13 0.0200 4.6 187.77 187.17 32 0.00' SAN MI 4"D3034 SDR-35 29.41 0.0200 5.1 .191.63 191.04 AH�ER H• 37 345.59' SAN MH-A3 4'C900 DR-18 43.00 0.0200 4.7 191.23 190.37 NOTES: RENEWAL DATE:6/30/19 1. TRENCH BACKFILL SHALL BE CLASS'B'3/4'-0 REMSIMS - 48 315.59' SAN MH-A3 4"C900 DR-18 43.00 0.0200 2.9 191.08 190.22 GRANULAR'MTHIN STREET PER CLEAN WATER SERVICES DETAIL AS-BUILT DISCLAIMER: a9 61.59' SAN MH-A3 4°C900 DR-18 43.00 0.0200 2.5 190.31 189.45 2, SANITARY LATERALS MARKERS MUST BE GREEN. AS-BUILT INFORMATION IS BASED ON A COMBINATION OF 62 30.72' SAN MH-A3 1 4"C900 DR-18 46.42 0.0200 2.5 189.73 188.80 JOB NUMBER FIELD SURVEY INFORMATION, SPOT INSPECTION 3. INSTALL LATERALS PER CWS DETAIL N0.520 3876 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. 4. ALL NEW CURBS SHALL BE STAMPED WITH THE LETTER THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD s•TO INDICATE H THE EACH SANITARY SEWER LATERAL SHEET BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED, ceoss BENEATH THE cu:e LINE. C301 - - _- Z? Y F ELI 0 ¢w F- 42 SAN MH (8811 0113) rn U 47 46 45 44 43 I zl L_ - - 14 (5 w /� T� 9 Zo i 6 7 l M SAN MH-C4(SS11D161) SAN MI(SS11D162) SAN O ✓ �_--� 1 I 9 10 11 12 13 r - 5. 8 �1 ;1 1 a z o+Dom 1 SAN CO-D4(Ss1m169Go SW SCHIMI +oo 1 WS SAND 15 SANE LOOP z g f - - - - - - - - - - - - - -- t w w XSAN MH-C2(85110163) i - -._ ` �` _ - - SAN MH-D3(88110168) `$C\ ,„ o a'w h 3-1 - :_. _ •4' -12+04' ul LuN 9 / - �� 3 z .. 't '1 19 -t- s _ --_fi--_-�, __-.-;�_ r-s SAN MH-C2 - \. i6 �• i ^L- --4 - SAN MH-Di(SS11D166)'V\ Z �llv APPLEWOOD NE SAN MH-C2(SS11D163 - _,_ - SAN MH D2(SS11D167) \ 17 SAN MH-E7(SS11D164) "� (SSI1D163) y o _ _ VI�SS�f1MI ,-- - . - - 1 a t } 50 51 52 53 54 55 i w 10 a 11 �' S5 LOO�6 18 // 4� 42 j /�S �N �cl)m Lo Gcno mQ9 3 SCALE 1" = 40 FEET W O cm 40 D 16 24 92.40 Q U W SCALE 1" 40 FEET SCALE 1" 40 FEET N 'm'^^ a_ � y/ 40 0 IB 24 32 40 40 0 16 24 92 40 Q W m Q 210 - CLASS°B'TRENCH BACKFILL- _ - - ---�T 210 210 -- - - CLASS"B°TRENCH bACKFlLL 210 210 - ---- - .- 210 (n Q -- --_ ( ! C "B"TRENCH BACKFI �r i PER C.W.S.DWG.NO.590 I P C.W.S. .NO. 0 205 - - _-. RE 2 C.W.S.DWG NO 590 FINISHED GRADE AT I'i 205 Imo- L- --- - '., 205 205 - -�--- --- 205 _ _. . __-_8°PVC 03034 P�6 STOR EXISTING GROUND AT -__I 200 200 EVSTING''GROUND A7 FINISHED GRADE AT CENTERLINE OF PIPE L-43.12_-- 14- 200 200 '�T --C TERMNE- PIPE STORM TAD LINE PIPE 200 200 - - -- ---SANITARY ---- CENTERLINE OF PIPE WATER MAIN - 34 I _ WATER MAIN LATERAL l�l CROSSING - CROSSING CENTERLINE OF PIPE F1' LA1FRpLST S-0.0077 5=0.0108 TORM ENTERON OF PIPE ( ) __ FlNI 195 uj ��' _:. ,.�_�»-. CROS -R .__, - _ , 195 195 195 LATERAL(T'P)� ` - -.I STORM AIN .. ',__- ____.._..1>yA.__ _ 195 195 .j -_. - 8NAT I< pit-_=�_ _ --, __ -___ _-_ -_ -.__ 1 190 190 -" •� -- 190 Q 190 I - -. _ ._ - 8"03034 SDR-35 L 144.86 5-0.0046 , _ 35 L=17298 5=0.0077 1 V __ --_ _ 8"03034,SDR-35 L=106.34 S-O.OD50 _-- __. ._ _ _� _- SANITAR _ - - 190 80 1 4 185 SAN CO-D4(SS11D169C0) 185 8 03034 SDR- . 8 C900 DR 78 L=137.28 S O.OG52 8'03034 SDR-35 L-104.86 S=00051 1 8°03034 SDR-35 L-113.59 5=0.0051____-„_.� 185 5=00049 1� ---1----- ----� t N MH-D2(8811)167) - � -(�� -� 185 '` 185 ...._. ___ _. i ,..___. -_ I v j 1 SAN MH-Di(SS11D166) SANITARY I STANDARD CLEAN-OUT SAN MH-C3(S811D162) _ _ _SAN MH-C2(SS11D163)_- _-_I --.LSTANDARD 48'MANHOLE- STANDARD 48'MANHOLE SAN MH-E1 8"MA HOL _ 180 180 180 --- f- STA 12+30.34(21.72L- LATERAL(TYP) --- 180 STA 12+26.76(92.34L) ...180 -----STANDARD 48"MANHOLE "- 180 Li STANDARD 48 MANHOLE STANDARD 48"MANHOLE STA 11+33.94(5.42L) ) SW SCHMIDT LOOP -SAN MH C4(88110161) �- SAN MH-C1(88110113) SAN MH-C2(55110163) SW SCHMIDT LOOP SW SCHMIDT LOOP STA 3+30.45 SAND STA 22+54.01(19.35L) SAN MH-C2(55110163) FLAT-TOP 48"MANHOLE STA 12+18.40(6.63R) _ STA 24+18.91(TOOL) 49" -'._..SW APPLEWOOD LANE SW SCHMIDT LOOP - -� 175 REMOVE E%IS11NG CLEAN-WT AND 175 ------STANDARD 48'MANHOLE_ STA 1+44.86 SAN D- STA 2+51.19 SAN D_ � � 175 RIM:196.13 175 SW SCHMIDT LOOP --STANDARD 18.MANHOLE__ 175 W 175 SFA 13+56.23(6.99R) STA 2+18.44 SAN C STA 1+13.59 SAN C INSTALL STANDARD 48"MANHOLE STA 24+1&91(7.00L) RIM:195.20 RIM:194.25 SAN MH-D3(SS11D168) IE IN:a LOT 14 LAT(PER TABU STA 1+78.64 SAN E - STA 24+16.91(TOOL) � Z SW APPLEWOOD LANE RIM:195.42 RIM:196.95 STA 10+00.07(6.51R) SW SCHMIDT LOOP IE IN:188.55(8'E) IE IN:189.13(8'NE) STANDARD 48°MANHOLE IE OUT:190.19(6"S) RIM:196.45 SW SCHMIDT LOOP Q 170 STA 3+55.72 SAN C _�. IE IN:18&49(8"S) - -- -- - -'� 170 SAY APPLEW'OOD AVENUE .170 ----STA 0+00.00 SAN D -� IE IN:188.66(8°S)-IE IN:4°LOT 13 LIT(PER TABLE)._ STA 12+37.12(63.50L) �-''� 170 ..170 -IE IN:4"LOT 5 LAT(PER TABLE)-.---- STA 0+05.65 SAN E. 170 -- JE IN:189.62(8'W) IE OUT:190.95(8'E) RIM:196.95 W " -- ----- _-- - -,.,,) SW SCHMIDT LOOP IE IN:189.62(8°W) E IN:142•LOT 5 LAT(PER TABLE - _ IM:STA 0195.12 SAN C IE IN: 1189 62 8° -- - IE OUT:189.08(8"W STA 2+94.31 SAN D IE WT.189.21 8'N _. -_� IE OUT:188.42(8"N)- _ IE IN.18789(8'S) -- 165 IE IWT18186.888 6)N 165 IIE IN'E IN:187.89(g•g) IE OUT-188.52(8°W)� JE IRIM:195.49=---------- 165 165 - �- IE IN:187.85(8"E- 165 . Q 165 ( ) IE OUT:187.72 8'N --rt-� ( ) ( ) +- I189.80 - IE IN:167.89(6'S) 1 ) L -.! L_.._ _ - L._-._._�._-_1�- 160 160 �- IE OUT:18712(8'N) o-_.__- -_ _ IE IE WTN•189.46(8 S� �-X160 160 -. _ _ _ 72(g°N)_-8 +160 160 L __ _ -_ _ _ I __. J IE OUT-.187. no PUBLIC SANITARY SEWER C - o PUBLIC SANITARY SEWER D PUBLIC SANITARY SEWER E F- W HORZ•1°=40' HORZ:1° 40' HORZ:1"=40' VERT:1°=10' VERT:1"=10' VERT:1"=10' ALL PROFILE ELEVATIONS ARE BASED ON ALL PROFILE ELEVATIONS ARE BASED ON ALL PROFILE ELEVATIONS ARE BASED ON Q 0 PIPE CENTERLINE UNLESSNLESSOTHERWISE NOTED - - PIPE CENTERINE UNLESS OTHERWISE NOTED PIPE CENTERLINE UNLESS OTHERWISE NOTED Z - ''^^ I V! Q DESIGNED BY. DS JA SANITARY SEWER LATERAL TABLE SANITARY SEWER LATERAL TABLE SANITARY SEWER LATERAL TABLE DRAWN BY. DS DOWNSTREAM CHECKED By PAS LOT DISTANCE FROM DOWNSTREAM PIPE CIA./TYPE LENGTH SLOPE DEPTH 0 END IE IN 0 END IE 0 MAINUNE - LOT DISTANCE FROM STRUCTURE PIPE DIA./TYPE LENGTH SLOPE DEPTH®END IE IN®END IE®MAINUNE LOT DISTANCE FROM DOWNSTREAM PIPE DIA./TYPE LENGTH SLOPE DEPTH 0 END IE IN 0 END IE 0 MAINLINE A AS NOTED STRUCTURE STRUCTURE DATE:11/15/2016 10 110.09' SAN MH-C2 4"D3034 SDR-35 30.20 0.0400 5.7 189.75 188.55 08 15.37 SAN MH-C1 4"03034 SDR-35 31.33 0.0600 6.2 189.39 187.51 05 0.00' SAN MH-E7 4"D3034 SDR-35 27.41 0.0200 4.8 192.09 191.54 P 11 15.23' SAN MH-D7 a D3034 SDR-35 30.74 0.0200 5.8 189.56 188.95 C,� 09 2237' SAN MH-C7 4"D3034 SDR-35 40.33 0.0400 6.1 189.15 187.54 06 152.69' SAN MH-C2 4"D3034 SDR-35 29.00 0.0200 4.8 191.63 191.05xEE�� 43 80.84' SAN MH-C24'D3034 SDR-35 28.01 0.0600 5.9 190.11 188.43 12 65.22' SAN MH-D1 4"03034 SDR-35 31.28 0.0200 5.3 189.77 189.15 07 97.69' SAN MI 4"D3034 SDR-35 29.00 0.0200 4.5 191.22 190.64 P 44 29.28' SAN MH-C3 4"D3034 SDR 35 29.05 0.0200 5.6 189.42 188.84 - 13 0.00' SAN MH-D2 4°03034 SDR-35 30.35 0.0200 4.7 190.26 189.65 41 111.55' SAN MH-C2 4"D3034 SDR-35 43.00 0.0200 4.5 191.60 190.74 x a 45 65.28' - SAN MH-C3 a D3034 SDR-35 29.04 0.0200 4.6 189.57 188.99 14 0.00' SAN CO-D4 4"D3034 SDR-35 17.50 0.0200 5.6 190.30 189.95 42 63.68' SAN MH-C2 4'0900 DR-18 43.00 0.0200 4.6 191.24 190.38 �Ap�Rr a�Qy� 15 7.65 SAN MH-D3 4"D3034 SDR-35 17.50 0.0200 5.2 190.18 189.83 ER 46 101.28' - SAN MH-C3 4°C900 DR-18 29.03 0.0200 3.7 189.71 189.13 : RENEWAL DATE:; 8/30/19 47 0.00' SAN MH-C4 4"C900 DR-18 29.01 0.0200 2.7 190.19 189.61 16 29.37 SAN MH-D2 4"D3034 SDR-35 17.06 0.0200 5.0 189.98 189.63 NOTES: REVISIONS - - - 1. TRENCH BACKFILL SHALL BE CLASS'B'3/4"-0 GRANULAR WITHIN STREET PER CLEAN WATER SERVICES AS-BUILT DISCLAIMER: DETAIL doa NUMBER AS-BUILT INFORMATION IS BASED ON A COMBINATION OF - 2. SANITARY LATERALS MARKERS MUST BE GREEN. JO 2076 FIELD SURVEY INFORMATION, SPOT INSPECTION 3. INSTALL LATERALS PER CWS DETAIL NO.520 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. SHEET THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD 4. ALL NEW CURBS SHALL BE STAMPED WITH THE LEITER Q BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. s INDICATE WHERE EACH SANITARY SEWER LATERAL CJOZ CROSSES BENEATH THE CURB LINE 0w AS-BUILT DISCLAIMER: 57 r AS-BUILT INFORMATION IS BASED ON A COMBINATION OF ¢w FIELD SURVEY INFORMATION, SPOT INSPECTION 'w INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. cc THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD 4 6 7 aw BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 5 zz IL -C J 0 as 50 51 5253 54 55 I 10ml i I g cs J 33M. I - � � ¢> "PUBLIC° r 3 / y..�__�__ o n SAN MH-F1(SS11D165) (NATE SAN F I � I I `�` ^/`" + 35 36 34 yi Q w P �Npz��w W LLEY SAN MH-D1(SS11D166) Q SW SCH T I _ D = �d d 1 SAN MH-03(SS11D160) WgFP - - I \ - Z OJ 2 // SAN MH-H1(SS11D158) o I N�. �.. SAND N SCALE 1" = 40 FEET - / 41 SCALE 1" _ 40 FEET - .3.1 - /� ., � � �1 SAN MH-G2(S511D759) SCALE 1" = 40 FEET U) a� 61 60 59 58 57 56 I I SANG , Wry+N 12 40 0 IB 24 32 40 II 40 0 16 24 92 ao - / H _ - 40 D 10 24 32 40 LL.p rn "PUBLIC" O1 ,' i : I '2 d 40 "PHBL4^. r ��+/'� Ln } ----- SANG =0 31 SAN H su+IrARr u CROSSING WITH 4.5.OF VER nCAL Y/ m _ - - o O - : SEPARATIIX7.NI TRACTOR TO BID SANITARY LATERAL IN . -T- OR CONCR BENEATH STORM MAIN. //��O MH-G2(SS11DI59) l ( 37 38 39 40 ®v,o N o� ao 3 - SAN MH-G1(SS11D140) --+ I 39 Z Lor 11+00 W p o SW--ASKJE OL N STREET m 36 SAN H 36 � ? U) „D - - 1 210 CLA4S"3TENCH BACKFILL_ PER C.W.S.DVL JO.590 Wm ❑ B 205 _-_ FIPiSNED GRADE AT - ' 205D cc 210 ____�_.. - --� 210 210 CI S C.W.S.DWG.0 590 110 P 200 200 CLASS�B"TRENC BACKFlLE -T rn CENTERLINE OF PIPE ORM MAIN ( PER WS.DWG N0.590 205 .205 FINIS v, V o ,,:NTTRUNE OF PIPE --- -WATER MAIN 195 205 F- -FINISHED GRADE IP STORM LEAD CENTERLI ERAF PIP- 205 LISTING GROUND AT CROSSING CROSSING 'EXISTING DUND A STORM D CENTERLINE OF PIPE PIPE F°., 5 - STORM W M'IN IP -.-� 200 200 Y ---IATFRAI 200 EXISTING GROUND AT 200 CROSSI LATERAL(TYP) STORM CENTERLINE OF PIPE 8"'. 1___.' 190 ( ) uj 190 ._. 185 - ' - 195 _.__ -i 0900 DR-18 L=226.92 5-0.0045 SANITARY 195 " � 195 195 {-�-- -- 185 _.__ _ __ _._. LATRAOTYPr __._ L-91.83 8 WA - EX 8"PVC SAN MH-F1(SS11D165) - SAN MH-D1(SS1ID166 5=0.0129 190 -8"D3034 SDR-35,L=126.77 S-0.0050 S '- Y 8"03034 SDR-35 I 190 /R 180 I LLAT-TOP 48"MANHOLE -8'03034 SDR L=114.40 5=0.0048 IN 190 '- `./ L=144.34 LL STANDARD STA PRIVATE SAN F STA SCHMIDT LOOP (OP REMOVE EXISTING -WT AND SAN MH-G2("MAN 59) LA1FhAl(T�) 5=0.0053 RIM:193.09 - 180 SW SCHMIDT800P BOLL 185 INSTALL STANDARD EA-um AN STANDARD 48"MANHOLE 185 SAN MH-G3 MANHOLE .165 - - )-I- STORE AIN 185 SAN MH-G2(SS11D159) O 5TP 3+2+50(5.00P,) MANH 175 - - --- 175 TA 0+00.00 SAN F STA 21+04.25(7.00L . STANDARD 48 ) SAN MH H1 SS11D158 CROSSING .STANDARD 48"MANHOLE L RIM.195.20 SW SCHMIDT LOOP STANDARD 48 MANHOLE IE IN:4°LOT 61 LAT(PER TABLE) STA 9+97.17(7.89L) --- 180 180 - - -`--- 180 STA 21+04.25(TOOL) IE IN:188.55(8°E) 180 STA 1+14.40 SAN G 1-- STA 22+22.65(19.22L) 170 _ -.IE OUT:169.67(8"N) - --- o--, 170 SW ASHFORD STREET A 19+6DT L(0.52L) SW SCHMIDT LOOP o 0 0 0 IE IN:188.66(8'S) STA 0+00.00 SAN)G IEMIN:1991537 8 S SW SCHMIDT LOOP SW SCHMIDT LOOP STA 0+00.00 SAN H CL IE OUT:188.52(8"W) 175 ------RIM:199.36 IE IN:191.35(8'N) 175 STA 1+44.34 SAN H It STA 2+41.17 SANG Q RIM:196.90 175 - -+-- 175 RIM:198.52 IE IN:190.73 6'E (") RIM:196.86 IE N:191.35(BRI) IE IN:a LOT 39 LAT(PER TABLE) IE IN:4'LOIS 3,4 LAT(PER TABLE) IE OUT:192.13(8'N) PUBLIC SANITARY SEWER F Lu IE WE 190.57(8"W) -- L IE DDT:1s1ss(8°s) r IE IN:191.37(B'S) Z HORZ:1' 4Y 170 ,� ---_1 0 - -IE OUT:19Lo(8'W') o- 0170 170 0 o-- o ---- o ,0170 IE IN:4"LOT 39 LAT(PER TABLE) VERT:I"=10' o 8 o o IE OUT:19128(8'W) W Q ALL PROFILE ELEVATIONS ARE BASED ON PIPE CENTERLINE UNLESS OTHERWISE NOTED V/ z .PUBLIC SANITARY SEWER G PUBLIC SANITARY SEWER H Q HORZ•1°=40' HORZ 1"=40 VERT:1'=10' VERT:1"=10' M J All PROFILE ELEVATIONS ARE BASED ON ALL PROFILE ELEVATIONS ARE BASED ON Li ^ PIPE CENTERLINE UNLESS OTHERWISE NOTED PIPE CENTERLINE UNLESS OTHERWISE NOTED li � a SANITARY SEWER LATERAL TABLE SANITARY SEWER LATERAL TABLE SANITARY SEWER LATERAL TABLE LOT DISTANCE FROM DOWNSTREAM PIPE DIA./TIFF LENGTH SLOPE DEPTH®END IE IN®END IE 0 MNNLINE LOT DISTANCE FROM DOWNSTREAM PIPE DIA./TYPE LENGTH SLOPE DEPTH®END IE IN®END IE®MAINLINE LOT DISTANCE FROM DOWNSTREAM WN TR REM PIPE DIA./TYPE LENGTH SLOPE DEPTH 0 END IE IN 0 END IE 0 MAINLINE DESICNED ew DS JA STRUCTURE STRUCTURE DRAWN BY: DS 50 219.47 SAN MH-D1 4"C900 DR-18 8.00 0.0200 3.1 189.92 189.76 01 40.62' SAN MH-02 4"D3034 SDR-35 29.93 0.0200 5.8 192.32 191.72 33 1 0.00' SAN MH-H1 4"D3034 SDR-35 29.20 0.0200 4.2 192.85 192.27 CHECKED BY: PAS 51 183.42' SAN MH-D1 4"C900 DR-18 8.00 0.0200 3.8 189.78 189.62 02 98.02' SAN MH-G2 4'D3034 SDR-35 31.25 00200 5.0 192.57 191.95 34 0.00' SAN MH-H1 4"D3034 SDR-35 26.41 0.0200 4.5 19280 192.27 SCALE AS NOTED 52 147.42' SAN MH-Di 4"D3034 SDR-35 8.00 0.0200 4.6 189.64 189.48 03 0.00' SAN MH-G3 4"D3034 SDR-35 27.39 0.0200 4.6 192.61 192.06 35 118.12' SAN MH-G2 4"D3034 SDR-35 31.02 0.0200 4.8 19265 192.03 DAlE:11/15/2016 53 111.42' SAN MH-D1 4"D3034 SDR-35 8.00 0.0200 5.3 189.49 189.33 04 1 O.DO' SAN MH-G3 4"D3034 SDR-35 31.08 0.0200 4.4 192.69 192.06 36 49.75' SAN MH-G2 4"D3034 SDR-35 30.37 0.0200 5.8 192.36 191.76 54 75.42' SAN MH-D7 4"03034 SDR-35 '8.00 0.0200 6.0 189.35 189.19 39 0.00' SAN MH-G2 4"D3034 SDR-35 43.00 0.0200 5.9 192.55 191.69 38 44.75' SAN MH-G2 4'03034 SDR-35 42.24 0.0200 5.6 192.56 191.74 55 43.42' SAN MH-DI 4"D3034 SDR-35 8.00 0.0700 5.8 189.62 189.06 1 40 1 3873' 1 SAN MH-G2 a D3034 SDR-35 1 42.21 0.0200 5. 1 192.54 191.70 x 56 65.47 SAN MH-Di 4°D3034 SDR-35 18.00 0.0200 5.9 189.51 189.15A`f 9r 1a AN�fR H•d 57 80.47 SAN MH-01 4"D3034 SDR-35 18.00 0.0200 5.7 189.57 189.21 RENEWAL DATE:6/30/19 NOTES. RENSONS 58 116.42' SAN MH-DI 4"D34 SDR-35 18.00 0.0200 4.9 189.71 109. _30 35_ 1. TRENCH BACKFILL SHALL BE CLASS'B'3/4'-0 59 188.42' SAN MH-Df 4"D3034 SDR-35 18.00 0.0200 4.2 189.86 189.50 GRANULAR WITHIN STREET PER CLEAN WATER SERVICES DETAIL 4 60 128.73' SAN M11-111 4"C900 DR-18 18.00 0.0200 3.5 190.00 189.64 2. SANITARY LATERALS MARKERS MUST BE GREEN. JOB NUMBER 61 0.00' SAN MH-F7 4"C900 DR-18 18.00 0.0200 2.4 190.49 190.13 I 3. INSTALL LATERALS PER CWS DETAIL NO.520 3876 - 4. ALL NEW CURBS SHALL BE STAMPED WITH THE LETTER SHEET "S"TO INDICATE WHERE EACH SANITARY SEWER LATERAL CROSSES BENEATH THE CURB IJNE C303 }Cr Z Cr LOCATE AN FRAME D LOSEME N R 'OVER LEDGE E AT W =F 12'IN WIDTH 1.LLU L JOINTS AND RUBBER GASKETS SHALL RUBBER GA Ir CONFORM TO THE REQUIREMENTS OF GASKET Q ASTM C-433. PIPE PROJECTING (D W e'MIN.BEIMEEN NOTES: 2.ALL MANHOLE SECTIONS SHALL CONFORM FLAT TOP BOR ACE INTERIOR 2 d XNOCKODTS ALL PRE-CAST MANHOLE SECTIONS SHALL TO THE REQUIREMENTS OF ASTM C-476 SUkFACE OF MANHOLE Z Q A CONFORM TO THE REQUIREMENTS OF ASTM ANO APPLICABLE PROVISIONS IS NOT ALLOWED SIONS OF STANDARD (OPTIONAL) - Z O N C-478 AND APPLICABLE PROVISIONS OF MANHOLE,DRAWING N0.010. -� STANDARD DRAWING NO.010. 3.STEPS REQUIRED ON FLAT TOP MANHOLES �'°' D_Z DEEPER THAN 48. Q WATERTIGHT 64"DIA SEAL - I - CC 2E- MAXIMUM 27'FROM .Q a TANDARD FRAME AND COVER OR 48'MA%.FOR N o z M W CC TOP OF FIRST STEP N WATERTIGHT FRAME AND COVER. d _ TO TOP OF CASING SEE STD.DRAWING NO.110-SA/ST < rKET w OR NO.120 SET FRAME IN NOR-SHRINK ENCAPSULATED p c 5'MINIMUM A STORM AND R F o y Z cc W GROUT RUBBER GASKET M.. BANITARY FOR \PIPE TYPE SIZE. ¢o it% Z O .A n ND CONNECTION YNW LLs PER PLAN,NOES - s GRADE RINGS(2-.4',CR 6') a 6 p APPROVED I1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE M014-SH 12'SET IN a RUBBER GAS NON-SHRINK GROUT ° VATTIABLs qAV CHANNEL BOTTOM REQUIREMENTS OF ASTM C-478. PVC > RUBBER GASKET FLAT TOP 1 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY < PIPE ORE p, REINFORCEMENT '4"° S.' "" '` O STRENGTH OF 3000 P.S.I.AND SLUMP OF 2"TO 4". STANDARD ECCENTRIC c° 3. ALL JOINTS SHALL BE SEALED WDTH PRE FORMED GASKETS OR SUCH AS KENT-SEAL NO.2,RAM-NECK,QU AN APPROVED 36'CONE A a,A, _ STANDARD MANHOLE FLAT TOP 58"DIA.. EQUAL CONFORMING TO FEDERAL SPECIFICATIIXH SS-500210, PIPE OPEN INSIDE DROP ] •.. 4. ALL PIPE CONWCTONS TO MANHOLE SHALL BE WATERTIGHT. SANDED BELL O REINFORCEMENT \� 5.'PIPE CONNECTIOYS OF 24"OR GREATER SHALL REWIRE A 'v FITTING D.D WITH BEAVER SLIDE MANHOLE AND CHANNEL DETAILE:L 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL MANHOLE STEPS SEE° ' 'A4 #6 BAR AROUND OUTSIDE OF OPENING Z O REWIRE'A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING NO.100 3/4 ,+ #6 DIAGONALS BOTH SIDES OF OPENING ). PROM A MINIMUM OF 8'DF INTACT(UNDISTURBED) MANHOLE SECTION PVC SAN DED BELL PIPE s #6 6'o.c.BOTH WAYS MANNOIE WALL.BETWEEN PIPE BREAKOUTS AS MEASURED ,° ' (VARIABLE 1'-4') OD. INSCn ON THE INSIDE FACE OF THE MANHOLE. 2. IDE DROP PIPE TO EXTEND A /1 = S. BREAKOUT OF WALL FOR PIPE SHALL BE 2'MINIMUM AND V/ tr"MA%IMUM CLEAR OF PIPE WALL. v 4 V:,.e MINIMUM OF 1'BEYOND SHELF. in M T ° 6"MIN. •��• 25' �� 9. THIS DETAIL UNITED TO MAXIMUM INTERIOR DROP 0'24" °°°p 9°�$ o ° ° ,A S o , O FOR SANITARY CONNECTION AND 48'FOR STORM 8 00°°° e CONNECTION. 5'MINIMUM "a�T�° °° U 48" 10.WATERTGHT/TAMPER PROOF MANHOLE FRAME ANCA. ° °40 op \ONSTRUCT o0°°o°O�oo.^8�� - -CO SHALL BE USED IN ALL EASEMENT AND OFF STREET AREAS. KOR-N BAND °89 o°Oc6OWw8 og�8 � Gl C STAINLESS INTERNAL v A g°✓ °°o 0 0��°0 ''6b�STEELBAND NON-HRINKINGROUo48'MIN FOR CONCRETE PIPE CHANNEL U z r AND SHELF IN IN FlE MINIMUM 12'LEDGE 48'MAX.TOR- I (ONE REQUIRED) INTERCEPT STORM AND W O O 2'MIN.FROM TOP OF 12'MINIMUM OF •A 1'/FT.SLOPE TP PIPE TO MANHOLE PIPE COMPACTED BASE ROCK 24'MAX.FOR `\\ SECTION SANITARY c. `PIPE TYPE.SIZE 'R \V g' AND CONNECTION v a'ca PER PLAN,AS Cn PIPE OREXIBNNECLE '.A' - VARIPBLE DIA APPROVED OD °• CONNECTOR A 4 PRE CAST MANHOLE . .> FOR LARGE DIAMETER PIPE SEE STD. SMOOTi FINISH CHANNEL TO °' 4 C 0 8'MINIMUM CONCRETE a,: L._., .•° ? DRAINING NO.160. /A 3/4 TH AMISH HEIGHT OF PIPE _ KOR-N-SEAL BOOT V+ �,•''. I- OPEN INSIDE DROP FOR 12"MINIMUM OF'yH"-0•COMPACTED -- 72 MINIMUM - LARGE DIAMETER PIPE M BASE MATERIAL W W OPEN INSIDE DROP _ _ = Q PRECAST CONCRETE s STANDARD MANHOLE \� FLAT TOP MANHOLE _ C1eanWater Services MANHOLE BASE ©eanWa�r Services CleanWater Services MANHOLE N H 0 LE C1eanWater�`Services Cn Our°p .I-t a cleex Ovx cammitmevt a deer. REVISED 02-03 Ovr cvmmitmevt a clevr. DRAWING NO. 080 REVISED 11-06 Our commltmevt k cke a� :RAWING NO.-010 - REVISED 02-03 DRAWING NO. 020 REVISED 05-07 DRAWING NO. 050 AS-BUILT DISCLAIMER: AS-BUILT INFORMATION 1S BASED ON A'COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED Cn INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. J NOTES: PRE CAST W CONICAL HOLES(2)SANITARY 1.ALL STEPS SHALL CONFORM TO THE COVER ONLY W REQUIREMENTS OF ASHD C-478. R RtEoc 2.MANHOLE STEPS MUST BE TIGHT AND Q FIRMLY EMBEDDED. 3.ALL STEPS WITHIN A MANHOLE SHALL ,zoBE OF THE SAME DESIGN,TYPE,AND ° vno SIZE.(MIXING OF UNMATCHED STEPS STANDARD CAST IRON NON-SHPINK GROUT „[ IS NOT PERMITTED). PRA,IE AND COVER W DRAVANG NO,510 STANDARD MANHOLE - G 5-5/4' ^ GRADE RIN IxslxLx„aReovt ° •� `J -� . .Q W 4'MIN. -. �10-3/ .4: 0 v FINISH GRADE NOTES 12" n A C!f.TGHT PIPE PLUG 1. DROP BOWL AS MANUFACTURED BY REUNER-DURAN INC.OR APPROVED EQUAL. see sTntloARo oeruLnl° p' ° 12" p.dp 2. 1 DROP BOWL TO BE SIZED PER MANUFACTURER'S 4 aw 1_ -: a^' PRONDE 3/4"-0 FORA 1_ RECOMENDATIONS(INFORMATION AVAILABLE® _ Q 2'MIN CLEARANCE '.e•.t; MINIMUM OF 6'AROUND RELINER.COM)OR AS REQUIRED By DISTRICT xos9z,°.00xs COPOLYMER POLYPROPYLENE PLASTIC F ° •- °a'= CtEANWT OR QTY. SANITARY B" - 3.. PIPE AND FITTING FOR CROP ASSEMBLY SHALL BE. 1/2'GRADE 60 REINFORCEMENT MIN. rl�I�. �.A 2h3 4" Z. Y/ .DUCTILE IRON ANSI A21.50-1,AWWA C150-1. ° AWWA C-900 OR PVC ASTM 3034 SDR 35 1'MIN.OVERLAP ,s. 4.. STAINLESS ADJUSTABLE PIPE BRACKETS AS g MANUFACTURED BY REDNER-DURAN INC.OR He MINIMUM °�3-3/8'FOR APPROVED EQUAL. - - (INFORMATION AVAILABLE 0 RELINER.COM). PLASTIC SAFETY STEP ^ - 5. NO MORE THAN ONE DROP BOWL PER MANHOLE zDS JA 7"27 - DESIGNED B VATHIOUT WRITTEN APPROVAL BY DISTRICT (� _ r: OR CITY. •�° DRAWN 8Y: DS 6. WRITTEN APPROVAL BY DISTRICT OR CITY IS x Hove 3• 7' «•Sv:`.'A-iatA.'ea.4". .'.; s °• CHECKED BY: PAS REWIRED FOR DROP BOWL INSTALATION ON PIPELINES WITH A SLOPE OF 59.OR GREATER �AcuYs. .114 SCALE: AS NOTED PIPE .. ;.r DATE:11/15/2016 MATERIALS: o '`t aURE° M PLA rna MUST CONFORM WITH ASTM C-478. i'� 23' `•`i:J 24-1/2" l. STEEL REINFORCING BAR MINIMUM 1/Y'GRADE 60. RE a5 eexU MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED 31 °OnOI UGC N WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE 3/4'-0 FOR PLASTIC PIPE .A WITH SERRATED SURFACES M/4RY t5 J� 4N�C 'A.P NOTES NOT RENEWAL DATE:6/30/19 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE E. 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. REWSIONS -- - 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8"PIPE. RCHANNF.x�ulx rnI 4. NOTCH LID FOR LIFTING HOOK. MAINLINE GREATER THAN 8"SHALL HAVE A e STANDPIPE. SUBURBAN AND STANDARD JOB NUMBER INSIDE'DROP MANHOLE W/BOWL MANHOLE STEP MANHOLE FRAME AND COVER STANDARD CLEANOUT CleanWater Services Clw w ter Services C1eanWater Services ©eanWater Services 3876 DRAWING N0. 090 REVISED 5-07 oMFeommitmeRekekm. DRA'MNG N0. 100 REVISED 02-03 O.xeommiemeut:.elevr. oMxeommit th.1e. op.°pmm:lme.eieae.x. DRAIMNG NO. 110 SANITARY REVISED 12-06 DRAWING N0. 500 REVISED 12-06 SHEET C304 0 W zW_ AS—BUILT DISCLAIMER: w AS—BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION GO W INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. PLAN ��'cc PROPERTY LINE OR L) THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD 3/4'SQUARE unutt EASEMENT BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. q A B B J z a o ¢to ❑❑ ❑ a z L7❑V ❑11 SECURE 2X4 IN PLACE J PIPE SIZE AS SPECIFIED AGAINST PWG W/BACKFILL ❑❑s a❑17 � TO PREVENT PLUG BLOWOFF z I5 STORM OR SANITARY o Z Q O SEWER MAIN Q Q NOTES: x o n W r 1.FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDE STORM PIPELINE 0 N IF ^� I Z W CONNECTORS TO 8°AND 10'MAINS SHALL BE'MIH FACTORY u+ FABRICATED"TEE° AND UNLESS OTIERWSE APPROWD. rn{�"a oX p Z O T/6. 2 PIPE MATERIAL SHALL BE ONE 90 THE FOLLOW NG — 4 A.PVC AS11A-3034,ASTM-C-900 `�N F-a a 3 W LL B.CONCRETE ASTM C-t4,CL2 2X4 C.DUCT IRON CLASS-50 STORM ONLY Z= D.A-2000 PVC ASTM 949 '/� e SECTION B—B F cPP MEETING AASHTO M2512T84 1" V/ O 3.ALL PIPE SHALL NI COLOR CODED: /IC -GREEN FOR SANITARY SIDE SEWERS �./ -WHITE FOR STORM SIDE PIPELINES MIN W rn k f �,B' ►(. HEIGHT: TOTAL LENGTH OF 2X4 GROUND 36" d � �O 12" HEIGHT LOT{k AS SHOWN ON APPROVED SET OF PLANS SURFACE MAGNETIC > Z O E SECTION A—A MIN 2X4 MARKINGS TO FACE STREET TAPE 38° LOT y '� N CL o OLOR COE SUFCE V1 (GREEN-SANITDARY)RAN WHITE-STORM) NOTES ( LABEL MAGNETO TAPE WITH BLACK LETTERING ® O o 1.Y ALLEry HEAD BOLTS GROUND SANITARY:'CAUTION SEWER BURIED BELOW." J z 1 LONG RECESSED STORM:'CAUTON STORM DRAIN BURIED BELOW" s 2.ALL PERMANENT CLEANOUTS PLACE 18"ABOVE TOP OF PIPE AND AGAINST 2X4. ✓+ TO HAVE BOLT DOWN COVERS. i Q o 3 3.MATERIAL SHALL BE MAY CAST-IRON,ASPM A-40, ■ .CLASS 30 v Lo PIPE Z T PWG W O O N aMINIMUM LOPE FOR 3/4"-0 PIPE ZONE PIPE °q8o°'oWo 6'PIPE 0.010 MATERIAL AS SPECIFIED r '/� 4"PIPE 0.020 V, SUPPORT TEE WITH Q DETAIL BEDDING GRAVEL, MINIMUM 2'0'WIDE ELEVATION W M _ W C CLEANOUT FRAME SIDE SEWER / SIDE STORM U) Qa AND COVER © r �� PIPELINE clm'wiia r s-rv>Ices Om commitment RelREVISED 12-06 Om eommi�eot iv clew. L_Q DRAWING NO..510 REVISED 12-06 DRAWING NO. 520 1—' J R -- II- 0 CLASS "B" CLASS 'A" TACK ALL EXPOSED MATERIAL PATCH AC TO GREATER OF 3" 1 1 THICKNESS OR EXISTING W+12"MIN. ��I 6'MIN. SURFACE RESTORATION MOUND EXCESS NAIVE MATERIAL 6'MIN. SAWCUT EXISTING AC OVER TRENCH TO ALLOW - AS SPECIFIED FOR SETTLEMENT Lu U �'Sl•L .. 12"NATIVE TOP SOIL. 0°p o0 00 O p OD O o�p° ° O p QO O 0 00 p • IF TOP SOIL EXISTED •95%COMPACTION 90%COMPACTION PRIOR TO EXCAVATION. ° p 0 0 O.0 p 00 000p..'000.08 Op O 8 p Co Opo O O 0°o O WTHw AB"oF 000 0°00°0°�00�o Soo op Opp 8°000° Ooh°Oo SURFACE p.0 - �(�,T,pCy� Q .� ' ° ZNATIVE �UNDEARTHBEO o�p o0°° p8 UNDISTURBED 90%COMPACTOR MATERIAL Z o oo° 00 EARTH BELOW 48°OF �_ O O° 00 �oc 3/4°-0 SURFACE-p EXISTING O O Z \ BASE ROCK O°°o O p CRUSHED ROCK Do p Q DEPTH "3/a",:°B.cR4* o°O E�- 00010 O opo°o°o V/ VARIES •.Si'° p,o0 o e`. ae' • I PIPE ZONE 3/4°-0 CRUSHED :."5" 1 2 PIPE T DESIGNED 8Y' D$JA ROCK / DRAWN BY DS PIPE ZONE O.D.PLUS 6° BEDDING CHECKED 8Y: PAS P °•• ••o'o, scat!:: AS NOTED /vyg°gB°8°go'ag'e d �e�p e.ggODB,, DATE:11/15/2016 OO, PIPE BEDDING ?� g goo p oO o08 0 N0TEE CUT TO BE DONE AFTER EXCAVATON AND BACKFILL OF TRENCH. oe.=C1. 2 SEE STD.DRAWNG NO.590 FOR BEDDING,PIPE ZONE,AND TRENCH BACKFILL TRENCH STABILIZATION: 1/2 PWTHAN IPE O.D.PS 4"MIN.FOR PIPE SMALLER AN 18° IF REWIRED,TRENCH STABILIZATION N 1/2 PIPE O.D.PWS 6"MIN.FOR PIPE 18'AND LARGER SHALL BE SPECIFIED SEPERATELY .n AND PLACED PRIOR TO PLACEMENT tS T'Q OF BEDDING MATERIAL 4NDER vx RENEWAL DATE:6/30/19 NOTE:. ALL COMPACTTION REQUIREMENTS PER ftENSIONS AASHTO T-99 AND ODOT/APWA SPEC 00405. TRENCH BACKFILL T—CUT JOB NUMBER DETAILS a"'wd6 Services ASPHALT DETAILS CleanVV�Services 3876 REVISED 12-06 Oee eommitment is clave DRAWING NO. 600 REVISED 02-03 Oar eommitment iv elevv. DRAWING NO. 590 SHEET C305 AS-BUILT DISCLAIMER: >CC AS-BUILT INFORMATION IS BASED ON A COMBINATION OF W FIELD SURVEY INFORMATION, SPOT INSPECTION °C INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD HERITAGE CROSSING 0. BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. �lN z a Z >z ZU WATER PLAN COVER SHEET ag ¢ ^` r �3p6 „5 i-LLm ZUuN Z O I SW BELLFLOWER - -- m `�' STREET- *- _ _ �a LL� w a TAY EDT TAX LOT TAx LOT TAX LOT iAX LOT 2 x^TA%" TPX LOT TpI LOT TAY LOT- TPX LOT 3780 o 8900 6� .8700 '6600 8508 j 4100 qp(0 3908 3800 TAX LMP 2S 1 Ta%IMP TAX MAP TAY MAP I TAX MPP [11 TAY MAP a iAX MAP TAY MeP TAY AVP TA%MAP TIDAL O�R- u 1 nw; zs 1 nw u 1 nw u 1 nB 1 noA o I 2s 11D" zs+"� u"lo^Iu I nw I CITY OF TIGARD WATER CONSTRUCTION NOTES V z - ..i1x ar I 3 4800 ( I 1. ALL JOINTS TO BE RESTRAINED. 14 J,�/R �v TAX MAP 2IAA 4 5 6 7 8 a, 9 19 11 12 13 2. OPERATION OF VALVES BY TIGARD WATER PERSONNEL(1WP)ONLY. TAY LOT- Q 1Z O N ta700 g _ 15 r:111.1 X LOT 3. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED. ¢ TAX MAP m 4. THE CONTRACTOR SHALL MAINTAIN ONE SEf OF STAMPED APPROVED PIAN ON THE CONSIRIICRON SITE AT ALL TIMES. � .A 2S t 1104 3 - - -- _ 16 1251 12C8 �+ AX LOT --I SWOP 17 I 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA(AMERICAN WATER WORKS ASSOCIATION)STANDARDS. W r. m 14600 ,( 2s 1 Ii�M 2 / 41 42 1 55 I 56 \ a L 18 MP:6.81 6. ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. w¢ -AxLoi L 54 i I 57 i I I_ 7. ALL RPE AND FITTINGS SHALL BE DUCTILE IRON,CEMENT LINED,OF NEW MANUFACTURE AND MADE IN THE USA,PPE SHALL BE V, ' N I T145MRP 1. 43 '1u t SW SHF@ORTD�j��.S-WRASaHEFEOR_D_ 'MON°JOINT DUCTILE IRON,CLASS 52.ALL f0'NNGS SHALL BE MJ(MECHANICAL JOINT)UNLESS OTHERWISE SPECIFIED. Q G 3 j Lu'110.4 -O IT I -44 S3 5B _ I T- 8. COVER FOR ALL WATER MAINS IN THE STREET AND RIGHT-OF-WAY SHALL BE 36".BACKFILL SHALL BE 3/4"-0"GRAVEL. U LO SW ASHFORD STREET I 1 1 19 N IIx LOT E - ----- I I 45 O '2 I� 59 3eoo 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36"OF FINISHED GRADE,OTHERVASE VALVE OPERATING NUT EXTENSIONS WILL BE r 20 sl i"MCP REQUIRED. W 1)' 2s 11zcB _ ialao 36 r 1 i4 I 36 qg II ;I 51 < 68 21 I 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT EACH TEE,CROSS r�O N Tm MAP ¢ 1 I AND BEND LOCATIONS(SEE DETAILS FOR MINIMUM BEARING AREAS.) V /A M y I25 7 11DA 47 I 50 a 61 22 H_/W I I � rAx LOT 11. ALL 2-IGH WATER SERVICES SHALL CONSIST OF A MH X 2"OPT TEE AND 2"IPI X 110 COMPRESSION FTNNGS AS a t fm LOT 35 48 49 62 / 11 23 I '4 - MANUFACTURED BY MUELLER COMPANY. _ I TAX MM r �/1 14300 1- m n t 12CB 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A W X 6"FLG.(FLANGE)TEE,6"FLG.X W GATE VALVE,6"W X W HOLDING SPOOL y zTAX AP 34 _ _- / 24 -1I AND A MODERN MUELLER CENTURION FIRE HYDRANT,A-442,6"w,5 I/4"MVO,3 PORT(2-2 1/2"NST HOSE CONNECTION, /yam ❑ J SW SCHMID OOP =I I 1-4 1/2"NST PUMPER,)1 1/2"PENTAGON OPERATING NUT OPENING LEFT,COLOR BEING YELLOW OR APPROVED EQUAL 1� y -- MUELLER CENTURION A-423,WATERIOUS PACER 6790,CLOW MEDALLION. AX LGTj Q TAX LOT TRACT T�'I 13..EACH FIRE HYDRANT SHALL BE INSTA.LED UPON APRE-FORMED CONCRETE BLOCK WITH 1 1/2 CUBIC YARDS OF CRUSHED taz60 93 32 31 38 co 29 26 27 26 25 u 12 2"-3/4"DRAIN ROCK.TARPAPER WILL BE WD ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM THE EARTH COVER. TAX M P 2S 1 1104 _ - - - 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A Q e SW LAN-- REINFORCED CONCRETE JACKET 6"THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING.WHERE CROSSING Y TAX Lor'I Tax mr iAx Lor rax LOT T^7 ARE NECESSARY,THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18"OF SEPARATION BELOW THE WATER TAX EDT TAY LOT TAX LOT TAX LOT TAX LOT T. 157fq 15800 15900 1800 16100 LINE. TAX LOT 1510 15z 15300 15400. 15500 TAI(Lok rax MAP j TAX MAP TAX MAP TAX MAP/ TAX MAP I-a TAX 1�9P Tax Mw I TAX MM TAY MAP TAx MAP'rAx MAP 1560)\u 1 110o2s 1 1t9oZs 1 11�n 1 11Dq 2s 1 110.0. Mp:8.g7 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI(POIKJDS PER SQUARE IGH))SHALL BE TESTED AT 150 P51 FOR 1 HOUR I.n 1 I1Do zs i ItDO..0 1 11oo zs i I'DD u 1 110.0 2s 1 11oO TAX OLAP\ !,- / WITH A MAXIMUM 10.55 OF 5 PSI.WATER MANS WITH A STATIC PRESSURE GRSATEk THAN 100 P9 SHALL BE PRESSURE TESTED r zs 1 noD AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. 16. UPON SATISFACTORY COMPLETION OF TESTING,THE NEW MAINS AND CONNECTIONS TO EXISTING MANS SHALL BE CLEANED AND SSITEMAP FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION.FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. J t C M r DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92,THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEE METHOD OF DISINFECTION SHALL BE USED.DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUA-OF 40-50 MG/L(MILLIGRAMS PER LITER.)THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE)WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE C41LORINE WATER SOLUTION IS OF THE SPECIFIED uj STRENGTH.TREATED(CHLORINATED)WATER SHALL BE RETAINED IN THE PIPEURE LONG ENOUGH TO DESTROY ALL W NONSPORE-FORMING BACTERIA.TYPICAL RETENTION PERIOD IS 24 HOURS.AT THE END OF THE 24 HOUR PERIOD,THE RPEUNE @ IS TO RAVE A FREE CHLORINE RESIDUA-OF AT LEAST 10 MG/L AFTER SATISFACTORY CHLORINATION,FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT '^ SOURCE OF SUPPLY. V+ DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER.DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY 1'1r WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS {i MANDATED BY DEQ.AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION,THERE WILL BE ANOTHER 24 HOUR PERIOD PRIOR TO BACTERIOLOGICAL TESTING.BACTERIOLOGICAL TEST WILL BE TAKEN BY A TRAINED TIGARD WATER WORKER W` 17. PROVIDE AN ECLIPSE NO.88 SAMPLING ST//ATION MANUFACTURED BY KUPFERTE FOUNDRY,ST.LOUIS,MO 63102.THE SAMPLING / ALL SAMPLING STATIONS SHALLSTATION SHALL BE 2"-0" BEBE WITH ENCLOSED IN A 4'FIPT LOCKABLE,NONALE IRON 'REMOVABIE,AL MIN MPE THREAD)INLET, DA 3 HOUSI GUNTHR WHEN OED PENED,NOZZLE. THE O SAMPUNG STATION SHALL REQUIRE NO KEY FOR OPERATION AND THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY.ALL (1 WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH G DIGGING.A COPPER VENT TUBE v (STANDARD) A WELL ENABLE MINIMIZE BACTERIA GROWTH.THE PUMPED EXTERI OR PIPING WILL BE BRASS AND AF1/4 -BIFREEZINGNG WATER TO PREVENT BALL VANE SHAT BE PROVIDED IN PLACE OF Y THE 1/4"PET COCK ON THE VENT PIPE. Lu SHEET L�,> EX 18. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS(OWNERS.)ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUSE HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, Q MINIMUM OF A DCVA(DOUBLE CHECK VALVE ASSEMBLY)INSTALLED ON THE PROPERTY SIDE OF THE WATER METER.IN ADDITION, C400 - WATER COVER SHEET EVERY METER FOR COMMERCIAL,MULTI FAMILY,INDUSTRIAL AND INSTITUTIONAL SERVICE,REGARDLESS OF SIZE,SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINPREVENTION DEVICE SHALL BE INSTALLED IMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF. 0401 - WATER PLAN AND KEY NOTES FORWRMETER.TO THE TPINBACKFLWATER DIVISION BEFORE WATER SERVICE CAN BEGIN.ND S ED BY THE OWNER,WITH THE RESULTS C402 - WATER MAIN PROFILES C403 - WATER DETAILS ATTENTION EXCAVATORS: DE9a1m BY. DS JA L OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE DRAWN BW DS OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH MEMM BY: PAS IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY SCALE AS NOTED OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING DATE:11/15/2016 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, P YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. 9 9Y1 T�JQ' 9N�ER H.d RENEWAL DATE:6/30/19 REVISPSHEET C400 L7 W 5- wF- lo cccc W N= U 4 t7w z CL E U °' Z . WATER KEY NOTES 27.TA 19+3284(8.62'8)SW SCHMIDT LOOP -w m�M o INSTALL 11.25 DEGREE HORIZONTAL BEND EtI ; - w F 1. TA 3+09.42(3.25R)SW ASHFORD STREET NET (11.00 DEGREE DEFLECTION) z o E_.o„ 2 w TAP INTO EXISTING WATERLINE NTH TAPPING SADDLE AND B°GATE VALVE TO WEST.ONLY TO 28.STA 19+12.53(7.23'R)SW SCHMIDT LOOP y Z LL w LL H BE DONE WITH PROPER EQUIPMENT AND INSTALL 22.25 DEGREE HORIZONTAL BEND { ,\\ I TAX LOT -- TAX LOT 3700 A t-- ;- -�^^- PERSONAL CITY OF TIGARD INSPECTOR MUST BE (22.03 DEGREE DEFLECTION) Z a TAY.LOT TAX LOT TAX LOT .TAX LOT TAX LOT . TAX LOT TAX LOT TAX LOT .I Rr _ `--<p1�"� PRESENT DURING THE TIME OF THE WET TAP -3900 TAX MAP 2S 1 11DA + 69M X M T A6700 6600 6500 III 1 I 4100 4000 TAX MAP 3800 II" 'T PROCEDURE. 29.ISTALL 178 LF.8"WATER MAIN O Y TAX MAP TAX MAP TAX MAP TAX MAP TAX MAP TAX MAP TAX MAP TAX MAP I TAX LOT 0 1 25 1 IIIA 21 1 11DA 25 1 111A 2S 1 11DA 2S 1 11DA I �.: 2S 1 11DA 2S 1 IIIA 2S 1 11DA 2S 1 11DA 'III �I 13700 2.INSTALL 218 LF.8°WATER MAIN 30.TA 17+33.35(&On)SW SCHMIDT LOOP � V� c (, APPLfW00D PARK I I ,( TAX MAP INSTALL 8"MJxRG TEE WITH 2-8°FLGxMJ GALE W P NO.2 SUBDMSON l I�JilI i o 2S 1 12CB j 3.STA 1+3&88(16.70'R)SW ASHFORD STREET VALVES(WE) \ (EXT)INSTALL FIRE HYDRANT.RESTRAIN PER Z DETAIL TOP OF CURB ELEN192.18 31.INTALL 167 LF.8°WATER MAIN ( : TAX LOT _ 14800 _I 14 I -< s I 4.STA 13+33.28(7.97'R)SW SCHMIDT LOOP 32 TA 15+67.31(16.398)SW SCHMIDT LOOP in im 11AA TAX MAP -- ILL i INSTALL 8°MJ>&1.G TEE WITH 1-8"FLGxA1J GALE INSTALL FIRE HYDRANT.RETRAIN PER DETAIL Y/ 25 1 IIIA I s - I � II ;o •l VALVES(E) TOP OF CURB ELEV:192.03 � 4 5 6 7 8 J '- s 41 9 10 11 12 13 1 iii I m .:I AX LOT 5.INSTALL 47 LF.8°WATER MAIN 33.TA 15+65.20(7.158)SW SCHMIDT LOOP O ch 0 I I 13800 .INSTALL 225 DEGREE HORIZONTAL BEND /� 0 $W SCHMIDT I'I T Q 2S 1 MAP (22.71 6.STA 12+85.96(7.23'R)SW SCHMIDT LOOP (2271 DEGREE DEflECTION) Q 3 INSTALL 225 DEGREE HORIZONTAL BEND -TAX LOT ly 39 LOOP 15 I _ (2257 DEGREE DEFLECTION) 34.TA 15+44.92(8.50-R)SW SCHMIDT LOOP U �� , ; vv- - __ _ - �_\\\ . i'� ?�'6 INSTALL 11.25 DEGREE HORIZONTAL BEND Z T ''TAX MAP -. - ,..j, } - ._..... y / ,' W l 7. STA 12+64.98(8.488)SW SCHMIDT LOOP (11.00 DEGREE DEFLECTION) O 14700 _ - � I 2S 1 110A ,.> r<,X: ! I _ INTALL 11.25 DEGREE HORIZONTAL BEND i6 "' (11.00 DEGREE DEFLECTION) 35.TA 15+11.25 DEGREE OR SCHMIDT LOOP R O N m SCHMIDT BEND v APPLEWOOD PARK 3 �--,TA'l T00T (D8.03'R)SW SCHMIDT LOOP (STALL 11.25 DEGREE H)ZO �/�-. a4 .x. 12 .A. 1 8. STA 12+44.51 11.00 DEGREE DEFT-ECTION V/T �"T " 9 \ 17 iMAP INSTALL GRE EFLEE HORIZONTAL BEND T 112CB (11.00 DEGREE DEFLECTION) 36.STA 15+04.53 EGREE)SW ONTAL LOOP NO 3 SUBDIVISONTAX LOT � INSTALL 22.5 DECREE HORIZOIJTAL14600 :I5 12+2461(5.848)SW SCHMIDT LOOP (2200 DEGREE DEFLECTION) '*? - -' - - \ - = - - b RI - I 9. STALL 225 DEGREE HORIZONTAL BEND TAX MAP 7- - - - - 2S 1 11DA _ /17 16 15 52. 14 1342 \ \ 45 55 11 ID 56 _ �- -' (2200 DECREE DEFLECTION) 37.TA 14+85.56(5.60'8)SW SCHMIDT LOOP /y� 2 / 41 `l. \ \ _" i$ / III(I SW ASHFORD INSTALL 22.5 DEGREE HORIZONTAL BEND W Q I n° \ A _ 7 / ) I 10.TA 12+0565(5.59'8)SW SCHMIDT LOOP (24.29 DEGREE DEFLEC110N) M 18 \ 51/ -I )' _STREET INSTALL 225 DEGREE HORIZONTAL BEND li \ 53 :IiI - _ __ (24.30 DECREE DEFLECTION) 38.INSTALL 151 LF.8"WATER MAIN �/� Q S V/ TAX LOT 14500 I - 43 _ 47 54 € 57 6 - I ' 52 -- 11.INSTALL 190 LF.8"WATER MAIN 39.STA 11+14.98(16.241)SW APPLEWOOD AVENUE _v o 2TAX 5 1 iHiDA I H_0. +00 li - - _--_ INSTALL 22.50 DEGREE HORIZONTAL BEND s __SW AS siiyyy ) T µ-� 12 TA 10+14.23(&008)SW SCHMIDT LOOP (26.08 DEGREE DEFLECTION) ~a - 1 53 40 i ! 52 _ T -- _1 - T INSTALL 8"MJxFLG CROSS WITH 3-8° _.____I $W_A$HFORD / : _ 44 53 58 4 1 52 _ �T 2 P P FLGaMJ GALE VALVES(S,W.E) INSTALL 1STA 125.43 DEGREE HORIZONTAL BEND 8.171)SIN APPLEWOOD NUE a�'H -STUFF - - „ T- -� Z 1 - �Imo` - - 13.INSTALL 169 LF.8"WATER MAIN (14.08 DEGREE DEFLECTION) . _ _ _ 41.TA 10+61.42 8.581E SW APPLEWOOD AVENUE 53 I \ l - 14.TA 23+37.26(16.848)SW SCHMIDT LOOP ( ) 1 ( 19 \I I INSTALL FIRE HYDRANT.RESTRAIN PER DETAIL INSTALL 11.25 DEGREE HORIZONTAL BEND -4- - - - 21 39 45 O 52 59 I TOP OF CURB ELEV:19282 (9.98 DECREE DEFLECTION) - oe „ 4 O 38 - W , I ---'"'* NY I ' I 15.STA 22+73.39(5.758)SW SCHMIDT LOOP 42.STA 9+97.93(8.801)SW APPLEWOOD AVENUE Y 2Q ) TAX LOT INSTALL 225 DEGREE HORIZONTAL BEND REMOVE EXISTING BLOW OFF VALVE AND t I o ,, q 3600 (25.01 DEGREE DEFLECTION) CONNECT TO EXISTING 8"WATER UNE0. Q J 46 I - }o I I TAX MAP 44 P 52 43 i�- - ..r C _ Q IL 51 60 I I o I I 2S 1 12CB 16.TA 22+5333(6.118)SW SCHMIDT LOOP 43ANSTALL 134 LF.8°WATER MAIN Z TAX LOT 36 '`' 1 53 38 - ' 1 21 II'l INSTALL 225 DEGREE HORIZONTAL BEND li I (2200 DECREE DEFLECTION) 44.STA 9+9261(7.371)SW ASHFORD STREET Q 14400 I I - T" I I '. REMOVE EXISTING BLOW OFF VALVE AND V/ TAX MAP 47 50 61 Ila 2S 111DA - I - T z Rl : 17.TA 22+11.25 (8.008)SW SCHMIDT LOOP .CONNECT TO EXISTING 8°WATER UNE Z W I- INSTALL 11.25 DEGREE HORIZONTAL BEND V 52 37 !Y 1 22 I! I a � (11.00 DEGREE DEFLECTION) 45.TA 11+50.02(7.951)SW APPLEWOOD AVENUE r 24 I I'. T a 1 TAX LOT INSTALL 11.25 DEGREE HORIZONTAL BEND 400 35 _e ` \ 25 3] I• 36 :41TAX MAP 1&STA 22+1287(8.51-R)SW SCHMIDT LOOP (13.01 DECREE DEFLECTION) ^ Z 35 li INSTALL 11.25 DEGREE HORIZONTAL BEND CL 26 48 / \ 62 34 51 23 25 1 12CB c 46ANSTALL 68 L.F.8"WATER MAIN s� - � � I (11.OU DEGREE DffLEC110N) y -'- rc TAX LOT \ 1 o I' 19.STA 21+92.50 7.20'8 SW SCHMIDT LOOP 47.TA 12+16+.52 8,551E SW APPLEWOOD AVENUE I;' i 14300 - .�. - ., INSTALL 225 DEGREE HORIZONTAL BEND INSTALL 11.25 DEGREE HORIZONTAL BEND TAX MAP -� -. �( 30 / P4 _ii ++ I (2200 DEGREE DEFLECTION) (13.01 DEGREE DEFLECTION) 2S 111D ter.. 34 -- - -- Iii 20.INSTALL 105 LF.8"WATER MAIN 48.INSTALL 211 LF.8°WATER MAIN : o •�,.._ �< � .., nn a. � 1 s snw x -® `_ Y X lli �- CI Q r .i 21.STA 20+85.94 800'8 SCHMIDT LOOP 49ANSTAIL SINGLE 1°WATER SERVICE(TYP) INSTALL 8°MJxFLG TEE 50ANSTALL 1"WATER SERVICE AND AN IRRIGATION ✓, by -- - - - - - - - - - - - - - - - - - - - - i 1 221NSTALL 92 LF.8°WATER MAIN DOUBLE CHECK VALVE FOR STORMWATER I I FACILITY IRRIGATION$W SCHMIDT TAX LOT 50 - _=�� li { ..-I 10000 23.STA 19+92.60(53VIR)SW SCHMIDT LOOP LOOP TAX MAPINSTALL 225 DEGREE HORIZONTAL BEND 51.INSTALL 1"WATER SERVICE AND AN IRRIGATION 33 32 TRACT°A° ( c 'I l 2S 1 12CC (24.15 DEGREE DEFLECTION) RWBLEO CHECK VALVE FOR STREET TREE 31 30 29 28 27 26 25 STORMWATER FACILITY 1 I r+ 24.STA 19+73.32(6.02'R)SW SCHMIDT LOOP BEN�m ev: DS JA INSTALL 225 DEGREE HORIZONTAL BEND 52.VERTICALLY DEFLECT UNDER STORM MAINAEAD DRAM BY: DS NOTES (2200 DEGREE DEFLECTION) PER MAUFACTURERS RECOMMENDATIONS TO CHECKED BY: PAS MAINTAIN 6"CLEARANCE SCALE. AS NOTED 1.ALL SERIVCES SHALL BE I'WITH 1°x1°ANGLE STOPS 25.STA 19+53.37(8.2OR)SW SCHMIDT LOOP 53.VERTICALLY DEFLECT OVER STORM LATERAL PER DATE:11/15/2016 INSTALL 11.25 DEGREE HORIZONTAL BEND MANUFACTURERS RECOMMENDATIONS TO 2 WATER METERS TO BE INSTALLED IN LANDSCAPED AREA. (11.00 DEGREE DEFLECTION) MAINTAIN 6"CLEARANCE •`�GI PN �y$ANp4,$ 3.ALL WATER SERVICES SHALL BE INDIVIDUAL NO DOUBLE WATER SERVICES ALLOWED. 26.STA 19+36.62(16.18-R)SW SCHMIDT LOOP 54.VERTICALLY DEFLECT UNDER SANITARY MAIN PER 9P INSTALL FIRE HYDRANT.RESTRAIN PER DETAIL MANUFACTURERS RECOMMENDATIONS TO 4.MINIMUM 36"PIPE COVER OVER WATER MAINS TOP OF CURB ELEVA96.81 MAINTAIN 6"CLEARANCE q 5.TRENCH BACKFILL TO BE PER C.O.T.DWG.N0.180. PER MANUFACTURERS RECOMMENDATIONS O CONTRACTOR TO POTHOLE AND VERIFY 55.VERTICALLY DEFLECT UNDER SANITARY LATERAL TO qA,O R ALL UTILITY TIE IN ELEVATIONS PRIOR TO fVA. 6.PIPE DEFLECTION SHALL NOT EXCEED EITHER THE VALUES STATED BY THE CITY OF TIGARD PUBLIC ORDERING STRUCTURES,PIPES AND ALL MAINTAIN 6"CLEARANCE RENEWAL GATE:8/3D/f9 IMPROVEMENT WATER STANDARDS OR THE MANUFACTURERS RECOMMENDATIONS. MATERIALS ALL STORK LATERAL PIPES CROSS ABOVE WATER FN9N15 LINE EXCEPT FOR THOSE IDENTIFIED WITH KEYNOTE AS-BUILT DISCLAIMER: 7.ALL PRESSURE RATED PIPELINES SHALL HAVE THRUST RESTRAINT SYSTEMS CAPABLE OF RESTRAINING A 53.VERTICALLY DEFLECT WATER UNE TO MAINTAIN AS-BUILT INFORMATION IS BASED ON A COMBINATION OF MINIMUM of 150 PSI MAXIMUM UNE PRESSURE. 6"CLEARANCE JOB NUMBER FIELD SURVEY INFORMATION, SPOT INSPECTION &MECHANICALLY RESTRAIN ALL JOINTS MECHANICAL THRUST RESTRAINT DEVICES SHALL BE THE TYPE 386 INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. DESIGNED FOR USE WITH DUCTILE IRON PIPE THE DEVICES SHOULD MEET THE TET FMIRESCALE 1"OF THE SCA1" = 40 FEET THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD CITY OF TIM AND BE APPROVED BY THE PROJECT ENGTEIEER. SHEET BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. 9.POTHOLE AND EXPOSE EXISTING WATER MAIN CONNECTIONS PRIOR TO BEGINNING WOW,GDa6aNATE 48 B 16 24 32 48 0401 WITH CITY OF TIGARD(MIKE WHITE:503-718-2464).PROVIDE MINIMUM 72 HOUR NOTICE Zui ¢ AS-BUILT DISCLAIMER: w AS-BUILT INFORMATION IS BASED ON A COMBINATION OF F FIELD SURVEY INFORMATION, SPOT INSPECTION H= INFORMATION, AND CONTRACTOR PROVIDED INFORMATION. cmc TAX LOT TAX LOT TAX LOT TAX LOT TAX LOT '� 1 pI TAX LOT TAX LOT TAX LOT TAX LOT 3700 3 ''1 �' --`- Q T 3soo rax LOT --_r rax MAP zs 1 noa I + THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD r,w 6900 . 6800 -670° 6600 6500 ' I I 4100 4000 TAX MAP 3800 '�' '`Y, Z a TAX MAP TAX MAP --.TAX MAP - TAX MAP TAX MAP - �;: TAx MAP TAx MAP 2S 1 11DA TAX MAP I Tax Lor BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. Z 2S 1 11DA 2S 1 11DA 2S 1 IIDA 2S 1 11DA ¢ 2S 1 IIDA I. 2S 1 11DA 2S 1 11DA 2S 111DA lil I 13700 J rn IL APPLEWOOD PARK g III 2S 1 M2.P o � N0.2 SUBDINSON \ I ` 71 TAX LG. $ .�33¢ 1980C TA<,d'P 14 '.i W �� w 2.,1 19A I ; 1, I ��- I Q o ',i l L3� s z o o. z 4 5 6 7 8 II ..; }IIS y , 1 g 10 11 12 13 _ I - I°J°z '.'. 1A3,BDD z10 ---- - CLASS'B"TRENCH BACKFl zio �, s w Iii -- ---- - BEGIN WATER MAIN DEFLECTION 1 I END WATER MAIN DERECTION TT- iI� J a 3 TAX MAP PER C.O.T .NO.1 PER SW SCHMIDT LOOP WATER PROFILE C ` , BEGIN WATER MAIN DEFLECTION PER SW SCHMIDT LOOP WATER PROFILE A T Q a 4 2S 1 12C6 .205 --- ----- 205 Z STA 22+53.33 SIN SCHMIDT LOOP / I PER SW SCHMIDT LOOP WATER PROFILE A 1+69.19 SW SCHMIDT LOOP 15 = TAX LOT - 1/ 4 ; �\ STA 10+61.19 SW SCHMIDT LOOP - I i it _ -,- < 14700 -, ' 1 _ __ _ _ _ 30 I, TAX MAP Y ...:. ,''. .. ...:. STA 1 .III I U) .,. 200 )1NISHED ADE AT TERUN �- 200 W ti S 1 MIDI - k � ( EXISTING GROUND A'T CENTERLINE F APPLANE cr ,.. 16 m ;_I - LAN - -- - SrM 95 O bNi APPlEW00D PARK '� - - __. ;., -> �_-+-_ - _ sfii.- 5 __� w.-- _ \ �r /I TAXLOT OOT 990 OF 'MPNIFW I - 190 0 OOD '. 1 < NO.3 SUBDINSON *� I +•* w `\ Ta MAP _ m -'-'* 17 T 1 12CB LU TAX LOT ,' ,}.. .. - I I I 185 U _ 8"DIP 185 T :. \ II 8 SAN 1 Y/ 14600 _ �_ c TAX MAP ` /1- ... - _ _ ` ♦� m .u'o$+'� .o ® 25 1 LIDA END WATER MAIN DEFLEC110N 41 ti - \\ 'BEGIN WATER MAIN DEFLECTIOIN 56 r ,+>s ? 2 - /PER SW SCHMIDT LOCA WATER PROFILE C \ PER SW APPLEWOOD LANE WATER PROFILE \ 1$ % \I 11 180 a 180 O STA 23+85.00 SW SCHMIDT LOOP 2 _ - 175 w \ - - �i \ STREET yW 1 1 STA 11+86.01 SW APPLEWOOD LANE \ ' "','`� - _ SW ASHFORD v � r T114500 43 ` i 54 57 a I 8 _ no L— --- ono n N TAX MAP ° 1N-AS IEORD_ 00 I� y: e L -- - g+ 2S 111DA - _ _ _ _ _ _ _ -___ o wT � w. cn 40 ST J SW APPLEWOOD LANE m SW ASHFORD / 44 53 58 I - WATER PROFILE �✓ f Lr '^ VERT:1°-10' 1 g \ Ii ALL PROFILE ELEVATIONS ARE BASED ON STREET Zrx Q j- y- roo _i1T00�'I _ - I p :: I PIPE CENTERLINE UNLESS OTHERWISE NOTED 39 45 E 00 52 59 I III I 0 WW m 7— 1Iia I TAX LOT 2 cc 20 `i ( . 3800 Q .. - - - - - j 46 a 51 60 -L. + I I zs i MAP TAX LOT " 36 38 21 4400 I I T II TAX MAP I T 47 I .{ 50 61 2S 111DA - I . BEGIN WATER MAIN DEFLECTION g" 22 III PER SW SCHMIDT LOOP WATER PROFILE TAX LOT \ STA 15+44.92 SW SCHMIDT LOOP / I ISI I,� I 1400cn �- 35 37 I 3 END WATER MAIN DEFLECTION^ 62 / 23 I SAX MAP LJ.I \ 48 - o I� IPER SW ADD'EWOOD LANE WATER PROFILE \ / ' A 14+26.21 SW APPLEWOOD LANE i TAX LOT 14300 i :.:t. + i TAX MAP -1 24 , I' 2S 111DA w / .: /E �. li alll i w. 34 — � I o I _ - - - - - - - -PER SW SCHMIDT LOOP WATER •.,..—��% �I Ii SCATS 1" = 40 FEET Z LEND WATER MAIN DERECTION - - - -SW SCHMIDT _-� " . PROFILE B TAX LOT STA 17+46.38 SW SCHMIDT LOOP 1 I li I 10000 LOOP — ,I TAX MAP w o 16 Z4 sz 40 32 TRACT'A' M zs 1 Xzcc 33 31 30 29 28 27 26 25 i s1oRMwATER FACILITY uj F- 210 Q 210 -�� ._.. .. 210 210 _..--- " ----- 210 .210 --.--CUSS TRENCF�FlLL 210 ' -- --- - Fl PER .O.T DWG.N0.180 FILL_ CLAS; B°TREN H BACKFILL PER CO.T DWG NO 180 PER C.O.T DWp.NO.18Q 205 ---- 205 205 -- - 205 205 --- - 205 CTAS" B"TRENCH BACK ` - FINISHED GRADE- „- I---,.-_ SW SC GRADE AT�--- t�IJ{I1� AT 200 ----I- ---I- 200 200 - CENTS SW SCHMIDT.LOOP 200 200 CEN FINISHED OFESYW- IB1T-LOBP?— z00 EXISTING GROUND AT CHMIDT LOOP - *1. .TM -GROUND AT F SN SCHMIDT.LOOP CENTERLINE OF SW, CENTERLINE SW SHCM DT LOOP 8"DIP CEN TNG NOTES RLINE OF -EX 195 - - 195. .F�ISIIN NO AT _ _.... _ ' E OF SW SCHMIDT LOOP DEslalm ev: °S JA 195 ;- - - - +-- - 195 195 195 CENTERLINE ^^ ! - - - 1.ALL SERIVCES SHALL BE 1"WITH 1"x1"ANGLE STOPS ' y DRAWN BY: DS -- 4 CHECKED BY: PAS - 190 190 - � .�-Mi1v-- 190 8•'DIP •1 u - T "�o, S " '�' CONCRETE METERS TO BE INSTALIED IN LANDSCAPED AREA.NO WATER SERWCES ALLOWED IN DATE:11/15/2016 - 15 S M 190 I\ gyp__ _ _ -. �.^ 185 185 - :� __-. --- 185. 185 >_ __ +.. �> _ 185 NOTED i 185 `J` `�` w a 3.ALL WATER SERWCES SHALL BE INDIVIDUAL NO DOUBLE WATER SERVICES ALLOWED.it 1 n m w w +W r� _-_� 1S +_� +W 180 - 180 r- W N W < -- -- 180 180 ---- 180 4.MINIMUM 36"PIPE COVER OVER WATER MAINS. l--- 175 - -- -- - - 175 175 - °J 175 175 - X75 5.TRENCH BACKFILL TO BE PER C.O.T.DWG.N0.180. �f RY15 T`prA' - - I 6.PIPE DEFLECTION SHALL NOT EXCEED EITHER THE VALUES STATED BY THE CITY OF TIGARD 4N�fR H.0J 170 'a- ;o ---- -- o - - - +170 170 0 0-�-- o _ --- 8 —0170 170 0 1-- - -----' --' = 170 PUBLIC IMPROVEMENT WATER STANDARDS OR THE MANUFACTURER'S RECOMMENDATIONS. RENEWAL DATE:6/30/19 + + + + + - + fd:M9QlS 7.ALL PRESSURE RATED PIPELINES SHALL HAVE THRUST RESTRAINT SYSTEMS CAPABLE OF SW SCHMIDT LOOP SW SCHMIDT LOOP SW SCHMIDT LOOP RESTRAINING A MINIMUM OF 150 PSI MAXIMUM LINE PRESSURE. WATER PROFILE A - - WATER PROFILE B WATER PROFILE C 8.MECHANICALLY RESTRAIN ALL JOINTS.MECHANICAL TF82UST RESTRAINT DEVICES SHALL BE THE HORZ:1"=40' -- - HORZ 1"=40' HORZ:1"=40' TYPE DESIGNED FOR USE WITH DUCTILE IRON PIPE.THE DEVICES SHOULD MEET THE TEST JOB NUMBER VIItL 1" 10' - VERT:1"=10' VERT:1"=10' REOUREJENTS OF THE CITY OF TIGARD AND BE APPROVED BY THE PROJECT ENGINEER. 30�C ALL PROFILE ELEVATIONS ARE BASED ON - ALL PROFILE ELEVATIONS ARE BASED ON ALL PROFILE E 38 VVLEVATIONS ARE BASED ON PIPE CENTERUNE UNLESS OTHERWISE NOTED - - PIPE CENTERLINE UNLESS OTHERWISE NOTED PIPE CENTERLINE UNLESS OTHERWISE NOTED 9.POTHOLE AND EXPOSE EXISTING WATER MAIN CONNECTIONS PRIOR TO BEGINNING WORK. COORDINATE WITH CITYOF TIGARD(AL DICKMAN:503-718-2463).PROVIDE MINIMUM 72 HOUR SHEET NOTIf. C402 Z_ ul F W U �W N= OUTSIDE OF WTHIN lu PAVEMENT PAVEMENT T-0"--- a-0-PUE 11. 1 za FINISH GRADE is'CAST TO 910 slDewALK } zQ N -Is- BOX TOP o J p 18"CAST IRON 910 BOX PROM DE 24'BY 30"MIN SERVICE LINE DEPTH 12'z20'ROTOCASi METER BOX. WATER METER � p 4'THICK CONCRETE CAST IRON COVER II III NO•x11" c�s n E Z PAD(SEE NOTE 4) 1e TOUCH READ HOLE IN THE TOP PLAN m � �s�,W HAND TAMP SECTIO OR INSERT.NO HINGED INSERTS ETER BOX i3 o z n S Z N AROUND TOP SECTION 6"MIN. `12"MAX. W 1"SPH,eo STEEL PIPE SHAFT SIDEWALK ADJACENT TO CURB 1"UNION EACH SIDE DOUBLE CHECK k' ' Z 0 2'SQ.OPER.NUT VALVE ASSEMBLY xd� 'tai g L W LL OR 1'SOLID STEEL RODS'-6 6"ASTM 3034 PVC I 1/8"MINIMUM 1-6", 6 5'-0" 8•-0"RUE--{ Z 8'MAX 1/4"MAXIMUM III I _ CLEARANCE 24" /O�rn OPERATING NUT EXTENSION 1(SEE DETAIL NO.505) /R ROCK GUARD 1/4"STL PLATE 30"MIN SERVICE!INE DEPTH 12" V r W 12 20 ROTOCAST METER BOX, TO BE 5 3/4"DIAMETER W/1? 2Q'COVER W/51/2"ztt" WATER METER WHOLE IN CENTER TO CAST IRON INSERT WITH NO Z -j O ACCOMODATE MOVEMENT TOUCH READ HOLE IN THE TOPTfl ' yf OR INSERT.NO HINGED INSERTS �/� � OF SHAFT CRUSHED ROCK BASE N K\ L SUPPORT COLLAR WELDED SIDEWALK WITH PLANTER STRIP AT CURB /Yf/l Ya 2 1/2'z 2 1/2'z 3/8'LONG TO SHAFT STEEL FLAT BAR ELEVATION I \ ASTM 3034 PVC PIPE 1OTSURVEYOR'f0 INSTALL TEMPORARY HUB CUSTOMER SIDE O Ch O 3"x 3'x 3/6"x 2"LONG AND WARD STAKE AT LOT LME FOR BOX SPECIFICATIONS. � Q C NOTES: STEEL SQUARE TUBE METER INSTALLATION. T DEV CE SIZE BOX TYPE �,/A� 3 1)VALVE BOX NOT TO REST 2.BOXES SET IN CONCRETE SHALL BE g_1Q" 3/4"•-1" BROOKS 1419 SERIES OR EQUAL Y/ NEXT SIZE LARGER. SEE PLUMBING CODE N ON OPERATING ASSEMBLY. - 3.CENTER OF METER BOX TO BE OFFSET FOR DEPTH OF 1 1/2"-2" CARSON 1730D P1 5L OR EQUAL Z T 2)OPERATOR EXTENSION I 1'FROM PROPERTY UNE. COVER 9 I O REQUIRED WHEN VALVE NUT 4.BANKED METERS WITH SHARED SERVICE W IS DEEPER THAN 3 FEET ® 2e LINE TRENCH SHALL HAVE 18'MINIMUM - -� INSTALLATION SHOWN IS ONLY A SUGGESTION. /R O N FROM FINISHED GRADE. DISTANCE BETWEEN TAP INSTALLATIONS. 4'MIN J v 5.1F WATER METER IS LOCATED IN A 3/4"-0" METER 1, DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 3)CENTER VALVE BOX ON I Sit) AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE Q Lo in AXIS OF OPER.NUT. 1 NOTE: ARMORCAST 17"X30"X12"RPM 20K WITH MUELLER 1"B24258N(THIS IS 2. BRASS,STAINLESS,OR PLASTIC PLUGS TO BE INSTALLED IN TEST 4)PROVIDE 24"SQUARE BY 4"THICK 1) EXTEND 2"NUT TO WITHIN 18" FINISH GRADE A ONE PIECE 17"X30 RPM 20K COVER AN ALL 1'300 PSI BALL COCKS IF BELOW GROUND INSTALLATION. CONCRETE PAD AROUND VALVE 24'-� WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM OR EQUIVALENT.IF TWO METERS ARE VALVE NO LEAD STOP) F pBLASNTKAENDCEIN�ESItDWEFWEIA,LLKpNAGRLE�AgT�HOEpN� OR EWAL 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE,FREEZE PROTECTION, Q cn BOX OUTSIDE OF PAVED AREAS FINISHED GRADE 6.NU IWCH NLAU HOLt IN IHt IUY INS�R�I AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD 1"TYPE"K"SOFT COPPER TUBING OR HINGED INSERT ALLOWED ON WATER _SEAMLESS FOR INSTALLATION. METER BOX CO Q niYOFnGAxp °"D" NO SCALE C c>F'ncnw N"Ram m NO SCALE :CII]Ot w+xorm m` NO SCALE J L"^°`m^' NO SCALE TxE000RE S.xrLE.P.E. TYPICAL GATE owc rvo N,�.,Noo,o,xoN TMEexoRE s xnE,P.E. OPERATING NUT M Na o w xwa xa ° ewN „`ate, ' DOUBLE CHECK xwc.No. TY LORI TANA,P.E. ■ t.n a a ■ °R>sRaP� RLQ 1 WATER SERVICE ■' ar oP �QR "�` ,rn, JANUARY 3011 VALVE 503 rv�"�"� + JANUARr zw, EXTENSION 505 «�+R��NT+'e+ A*zc,s 520 � �I�°�°,�+ JANUARY]011 ASSEMBLY 530 � _V g roiw�-,A"m"' es ralra.rzn r.�lwrzn ` r� As required in f^ (---2.0---{ ,.c,;,. Off typical sections to SIDEWALK ADJACENT TO CURB �' Street Street of construction J -q� plans TS. O BREAK FLANGE -IDEylglh i8"CAST IRON 9 0 ..fig AIR GAP- �feO 1 T-cut (see Q 3"MIN. �' -,IB' BOX rr;r- ,d?5�',,, all PERMANENTL 2 x PIPE D.(MIN) MIN 6'MAX. �l !.; ATTACHED PIPE $U Surfacing note 1� ` PLUGGED TEE PLUGGED CROSS Topsoil Or as W BEND PLUG OR CAP directed Im Base Material Q DRAIN ROC _ a TAR PAPER(MOISTU 1�""• /// - L6 U«. 6" (RAIN E IRON PIPE - O O W RESTRAIN ALL JOINTS W/ wT•<.. ik HOSE o 00_ ap"FlELD LOK"OR EQUAL GASKETS CONNECTION O O O I 0 LATERAL PLUGGED CROSS TEE �z �N O Q \ 6"MEGALUG RETAINER WITH AIR GAP y-CONCRETE?IER GLAND(EBAA IRON) CONCRETE THRUST BLOCK SCHEDULE y x E c 6"GATE VALVE (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) -0 rpm N a y, BLCCK FLG.x M.J. M.J.x 6"FLG.TEE FlTTING 90BEND,TEE,OR 45' 22 1/2' 11 1/4' RPBA OR DCVA �. SIDEWALK WITH PLANTER SIZE(INCHES) PLUGGED CROSS BEND BEND BEND AS REQUIRED N N O Ad o S 2.0' 4 01.9 01.3 -- -- WATER O p_ O o N g a STRIP AT CURB OO METER dr- N I t o 6 04.0 D2.1 01.3 -- SIDENALK 8 07.1 03.9 D20 01.3 VALVE AN ~ 3"MIN. - -� O O M BREAK FLANGE Q �Q _ MAX_ 12 16.0 08.8 'D4.5 02.3 ' 16 28.4 ass oao 04.0 6" Min bedding N4IM 24 64.0 34.9 18.1 09.1 below outside of 6" 6" 1. HYDRANTS TO BE MUELLER CENTURION,A-423,(OR APP'D EQUAL)6 MJ,5 1/4" WITH PORTABLE ASSEMBLY pipe bell 3/4" - 0" MIN E MIN DESIGNED BY DS JA MVO 3 PORT-TWO 2 1/2"PENTAGON OPERATION NUT,OPEN LEFT WITH THE FOLLOWING: ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I.AND AN Crushed.aggregate DRAWN BY: DS A. OIL RESERVOIR ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO CHECKED BY: PAS B. BRONZE ACTUATION NUT COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING C BRONZE SEAT RING STEsses,USE THE FOLLOWING EQUATION RPBA ORDCVA AS NOTED D. WEATHER SHIELD CAP BEARING AREAS= (TEST PRESSURE/150)X(1500/SOIL BEARING STRESS)X(TABLE VALUE) AS REQUIRED 2' Min Trench DATE-11/15/2016 E. SAFETY SLEEVE COUPLING r - foundation / F. THREADED NOZZLES WITH"O`RINGS CHAPMAN WATER G. NATIONAL STANDARD THREADS 1.CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CIN ENGINEER VALVE TER stabilization 2.STRADDLE BLOCKS REOUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO.561 O O if required q. 2. SAFETY CHAINS TO BE REMOVED. 3.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 5 39P 3,. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 4.KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES 8Y DISTRICT FIRE MARSHALL. 5.THE REWIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON 4. HYDRANT TO BE INSTALLED TRUE AND:PLUMB, THE PLANS:e.g.15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. NOTE: y .a 5. NO OBSTRUCTIONS WITHIN 3'Cr RADIUS OF HYDRANT. 6.IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FlTTING SHALL BE AS INDICATED ABOVE, B. IF SUBJECT TO VEHICLE:DAMAGED,PROTECTIVE POST TO BE PROVIDED. ADJUST IF NECESSARY,TO CONFORM TO THE TEST PRESSURES)AND ALLOWABLE SOIL BEARING WITH •(RUCK MOUNTED ASSEMBLY 1. 1'T-CUT FOR PIPE ONLY PROJECTS- 7. H• 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO.503 OR AS APPROVED STRESS(ES)STATED IN THE SPECIAL PROVISIONS. 2. JOINTS TO BE TACK AND SANDED. BY ENGINEER, 7.BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER pENEWAL DATE:6/3x/19 S S. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS; BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL BEARING AREA OF 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. REW9'NS 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER(OR EQUIVALENT) THRUST BLOCKS ARE IN SQUARE FEET. `moo' ON THE 4 1/2"PORT. No se ALE 'APRWEO"' rv0 SCALE c '^"o"""' x0 SCALE C nARO ""'"A^m'' NO SCALE LORI HAMA,P.E. TNE060RE 9.Krl P.E. TXEOxORE 9.KYLE,P.E MYNAEL A 9EONE,P.E. FIRE HYDRANT owa Na STANDARD THRUST xwx N° INIMUM PROTECTION FOR owc.No. TRENCH JOB NUMBER p3 m ANwsruta ASSEMBLY 542 • ANVAR 2011 BLOCK 560 • alxWw zoN FILLING TANKER TRUCK �j730 'A JANUARr zola BACKFILL 180 3876 FAS-BUILT DISCLAIMER: SHEET AS-BUILT INFORMATION IS BASED ON A COMBINATION OF FIELD SURVEY INFORMATION, SPOT INSPECTION INFORMATION, AND CONTRACTOR PROVIDED � INFORMATION. THE ENGINEER ONLY CERTIFIES INFORMATION WHICH COULD BE FIELD VERIFIED AFTER CONSTRUCTION WAS COMPLETED. C403