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Home My WebLink About5.2-12135 Ph 1 - 3 Record DrawingREVIEWED 13Y.- ASSISTANT Y: r- N 'EVEN OAKS BUSINESS PARK PARCEL MAP 12135 PHASES 1-3 ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE THEODORE D. WRIGHT C 33710 APPROVED BY: PUBLIC WORKS DIRECTOR, CIN OF BAKERSFIELD NICOLAS FIDI.ER C 61069 DATE BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13--30/26, BEING ABOUT 50 -FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 (U.S.G.S. DATUM) BASIS OF BEARINGS: THE BEARING OF S 89'09'03" E ALONG THE SOUTH LINE OF PARCEL 3 OF PM 11838 PHASE 3 RECORDED IN BOOK 59 OF PARCEL MAPS AT PAGE 190 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. VICINITY MAP NO SCALE BAKERSFIELD, CALIFORNIA MATERIALS MING AVENUE 6" ESTIMATED QUANTITIES FOR PLAN 8" CHECK AND INSPECTION FEE CALCULATIONS. d 10" STORM DRAIN 0 15" 18" R.C.P. STORM DRAIN 310118 L.F 34 L.F. 24" R.C.P. STORM DRAIN 332 L.F. 4os L.F. 36" R.C.P. STORM DRAIN ryw L.F. 42" R.C.P. STORM DRAIN w ¢ L.F. 48" R.C.P. STORM DRAIN WW0 L.F. TYPE "A" CATCH BASINS o�> EA. STORM DRAIN MANHOLES ZV) EA. STORM DRAIN JUNCTION BOXES 4 EA. WHITE LANE OUTLET 'STRUCTURE ( 1 EA. 0 EA. Lu Z c m wU PARK_ QLdDRIVE UJ Wo�� PROJECT SITE zv) BOLiNOUSE Z3 DRIVE .50 1 I AILROAD r� Q 0 w -N- PANAMA LANE 0 VICINITY MAP NO SCALE BAKERSFIELD, CALIFORNIA MATERIALS LIST 6" ESTIMATED QUANTITIES FOR PLAN 8" CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. 10" STORM DRAIN PHASE 1 PHA 15" 18" R.C.P. STORM DRAIN 310118 L.F 34 L.F. 24" R.C.P. STORM DRAIN 332 L.F. 4os L.F. 36" R.C.P. STORM DRAIN 60 L.F 38 L.F. 42" R.C.P. STORM DRAIN 0 L.F. 44 L.F. 48" R.C.P. STORM DRAIN 7-78 L.F. 323 L.F. TYPE "A" CATCH BASINS 2 EA. 4 EA. STORM DRAIN MANHOLES 2 EA. 2 EA. STORM DRAIN JUNCTION BOXES 4 EA. EA. OUTLET 'STRUCTURE ( 1 EA. 0 EA. SEWER 3a7 L.F. 6" SEWER MAIN 8" SEWER MAIN 10" SEWER MAIN 15" SEWER MAIN 18" SEWER MAIN SEWER MANHOLES o� 4 0} } PHASE 3 0 L.F. 0 L.F. 0 L.F. 0 L.F. 0 L.F. 0 EA. 0 EA. 0 EA. 0 EA. d 7a F. 3a7 L.F. 130 L.F. 352 L.F. 336 L.F. 170 L.F. 0 L. F 123 L.F. 0 L.F. 0 L.F. 88 L. F. 0 L.F. 7(vi QA L.F. 5oi L.F. 0 L.F. _ 3 -2- EA. 3 4- EA. Ill EA. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG SHEET No. INDEX Cf> TITLE SHEET © DETAILS—GENERAL NOTES 3� BOLTHOUSE DRIVE PHASES 1 & 2 ® WINDERMERE STREET PHASES 2 & 3 sR �- BENCHMARK COURT PHASE 1 NOTE: THIS DEVELOPMENT MAY BE CONSTRUCTED IN PHASES. LEGEND W Q SHEET INDEX NUMBER ® S.S.#12 SEWER MANHOLE W/NUMBER ® MH#12 STORM DRAIN MANHOLE W/NUMBER IN J13 #12 STORM DRAIN JUNCTION BOX W/NUMBER ,0, C13#12 CATCH BASIN W/NUMBER PROPOSED STORM DRAIN PROPOSED SEWER MAIN - -EX. SD- - EXISTING STORM DRAIN --EX. S - - EXISTING SEWER MAIN JB#2 REMAINDER OF PARCEL "A" OF P.M.W. NO. 08--1182 CB#2 NOTE: AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. RECORD DRAWING F(X*Z- f�05F_ i CSN Lt SY= FRED W. PORTER, RCE 33448 EXP. (RIE%Ii S1 DIJ S 4f -Mo ' FI E0 %At• PORTER Rce 33448 1`MARIAN f� SNAW RCE 32178 w z J Z O F_ 0 w 0 PARCEL 1 PM 11838-3 $- 17-10 DATE /? - /-5— PATE: SDATE _11_t5 174 TE PARCEL 2 PM 11838-3 OL THOUS DRI VC Zz-7- " " 111I1f1111111111111 I LSOUTHERN PACIFIC RAILROAD__`�_____T__^_�__^ -"- K E Y M A P SCALE: 1"=200' If v oy oa.i50 wOm 2QCO Wnw..z wow4 cwi wwwww<}pw OwC j 0�-T_ _z0 w:r<zco0�mz0 z w � _ u)u_ r0z- .06 k- 0zwwcr _;¢Soaf wi0w�wmw�LL CD QKw►~-tnp�0plT 0¢ p 6 z o w lxa�0-w<Two ¢oaXv�z~ z Q w p a w w w w w w"im Z 8 zzoaaZzo�w con z W� 0 w z w 0wzwowz�w0 !X<0U��Zzp�pW wr F- zwm Qo—¢§Waiz o�zo9wwoz> ¢WpQw�b3p0a UCL Oaza-=w> wQwmzz Uwa0 W Ut WwD=�Qcwizow Q_oW00CL F - z o W Lu COC/)wX zgQ0 0 2 0 W T W U. �>Q02>o j0U) pWO�Q.wWTWom w�po jcoCO Lo!=� O>'cwn�'C9mo`��(10 w �wOwz.=.i?pam W W-� w > UOWzo caA>-( lz:mvcj:n.►;--co�aa vJ W 0 0 r� V J Q C45 w W F - w 0^' CL 10 O M O LO O _z L >' z N W M > U � to w x 0LL _Z � W CC N W N M _Z N O CD U) N Z M W W V.: V O N O O O N T- W w z 0 wmzz �WZ(/) p JOZ Q(nZQpw Ow(n►,JpF-sir �pQ�C��Z�U �° LLja �; �- mwQ�zZo�r o z LL LIJ QW(�izanwm~ IW- ( z S�OC)m 00=w 4 w ctz7 WO OX Z CLYQ>mE'{t: ria J Ld Z (UNm w w wroaWOz(nm � w ��w�>��pVOi w w QLL_ Ld UL aFzUJ o w Ir (f) _jO0Wm It_ a p a Ov)E _Zaa� a�000Z <CUO V i m (n NN U m? Uma. ao�Q0>W� - V a M Q ~OzzwQ�� > U LIJ©is- zOF-xam a P.0, U W Z<5 0- I 0 ay a >-Ix z : P a ¢Q 71 ZU, tw-poU a 3�5�93 �c C' L <P= Fr wznwo 0 aLj�z�oFnua (n Q_0< wwcn �r1 w w��inwNmx> VJ =>-Ow=�a0w F- 0F -000W Q L0 J cy) a. Z C\j Q ry F-- 0 �, W W G 0 W � J W - Q z Q a X s W 00 W0 0 M C1 I - DATE 06/18/2015 i PA JOB No. 2642T SHEET 0 a E i COB RECORDS No. % OF 5 SHEETS COB SEWER SPECIFICATIONS CCON'T) 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB STORM RAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. ,NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CITY STD. No. DESCRIPTION ® GENERAL NOTES IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF ❑ BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE TRENCH SECTION FOR CONCRETE ENCASED PIPE DOCUMENTS SHALL BE MADE A PART HEREOF. OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN PAVEMENT (PATCHES ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, ® DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND ® THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. FRAMES & COVER FOR MANHOLES & CLEANOUTS 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF 6" CLEAN OUT BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE ❑ EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ❑ ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED INDUSTRIAL SAND TRAP PRIOR TO ISSUANCE OF A PERMIT. THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY SAND TRAP CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE ❑ SECTION MAY BE NOTIFIED AT (661) 326-3049. THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 5, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT 13. THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SEWER LIFT STATION VALVE BOX ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND INTENSITY VS. DURATION CURVES CONDITIONS SHOWN BY THESE DRAWINGS. ❑ 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO FILING HIS BID PRICE FOR THE PROJECT. AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR 14. OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND CHANNEL PROTECTION DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO CHANNEL PROTECTION ANY CONSTRUCTION OR EXCAVATION. ❑ 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY j CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. i 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SEWER SPECIFICATIONS SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 1. 10, ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION 2. WILL BE ALLOWED FOR SUCH CORRECTION. COB SEWER SPECIFICATIONS CCON'T) 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB STORM RAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. ,NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CITY STD. No. DESCRIPTION ® 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR ❑ ❑ OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF SW -3 PAVEMENT (PATCHES ENGINEER IN RESPONSIBLE CHARGE. ® 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ❑ ® JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION j 6" CLEAN OUT PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS ❑ SW -7 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING D-12 ❑ HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND INDUSTRIAL SAND TRAP ❑ THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION SW -10 SAND TRAP WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM ❑ SW -11 THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ❑ 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SEWER LIFT STATION VALVE BOX SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL D-1 INTENSITY VS. DURATION CURVES SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO ❑ D--2 FILING HIS BID PRICE FOR THE PROJECT. ❑ 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANNEL PROTECTION ❑ CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE D-4 CHANNEL PROTECTION APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. ❑ 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL ❑ RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB SEWER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. I ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED i ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. COB SEWER SPECIFICATIONS CCON'T) 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB STORM RAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. ,NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CITY STD. No. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ❑ ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ ❑ SW -3 PAVEMENT (PATCHES ❑ ® SW -4 MANHOLE, TYPE "A" ❑ ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ ❑ SW -6 6" CLEAN OUT Q W o w W_ o> ❑ SW -7 HOUSE CONNECTION WITH VCP SADDLE D-12 ❑ SW -8 INDUSTRIAL SAND TRAP ❑ ❑ SW -10 SAND TRAP ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ ❑ SW -12 SEWER LIFT STATION VALVE BOX ❑ D-1 INTENSITY VS. DURATION CURVES ❑ D--2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ ❑ D-3 CHANNEL PROTECTION ❑ ❑ D-4 CHANNEL PROTECTION ❑ D-5 RIGHT OF WAY FOR NATURAL CHANNELS ❑ 10 CITY STD. No. DESCRIPTION U paUO w0tn zQ%z „jow �Lh Lu z LL = tZ-OtF�zaZ aaz�UFzLLJ jmu,r- zwww T W F 3: a C13x W z m W �Ow=Wv�U�LL z1-U-0�' ;awr-zpRop� gaa�gzU�� w aL0d 00 �w v uiwYwW� mzRL) wwrjo�z=ai0, co umj <z aw cn w e < pzna p p�UWi�Oz> p w U ~ OU Z°pw�wLL�oza- O z a= O w U a O°-=Vp�ZO D-6 LANDSCAPED CONSTRUCTED CHANNELS z W~� v a O w �i a 0 CO CO c�?p2,Lwzza- D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS a§ W. �>g Q 0- W r u o Uw ZQW D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS + 11zJpWV? p nLL�- w _ F�000 W D-9 PIPE SADDLE DETAILQ z�W=n<2Q�oA a a . o- o D--10 SIDEWALK UNDERDRAIN o W Q o o W> m PS LLz-cn acn M CO S 07 W. D-11 DRAINAGE BASIN Q W o w W_ o> ==Tw=0iwwz= D-12 CHAIN LINK FENCES ►-r--par-Up Wam D-13 CHAIN LINK GATES D-14 CATCH BASIN, TYPE "A" D-15 CATCH BASIN, TYPE "A-1" D-16 GUTTER DEPRES.S.IONS D-17 JUNCTION BOX D-18 MANHOLE, TYPE "B" D-19 DRAINAGE WELL, TYPE "B" ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ST -6 DATED 1/11/99 PAVEMENT PATCHES RECORD DRAWING F69 -#ASE 100Lr 8Y. -FRED W. PORTER, RCE 33448 EXP. DATE a c2 0 ZP rI Irl C) 0 U) C/) Q LL W F- ry 0 CL T- O M rn(0 cts Z � o >- o N W (6 cv? Uto 70 Co N X Zcc Y W Co N W N co Z �? LLu N M N � 00 0 N T_ \NEER *00 6' 0 a M -� 0 o w moo- �d U O y cr_ it SSP z QLO a M Z C\j o a o� ~ J cf) W 0U z a� w3:Q W U) z 0 U) W O z ryQ w z w C� J Q W D DATE 06/18/2015 PA JOB No. 2642T SHEET 11 r�3 2 OF 5 SHEETS �i a 0 �= W CL � Q W a LL w w 0 Lt o m a lz � � a W a a o a \NEER *00 6' 0 a M -� 0 o w moo- �d U O y cr_ it SSP z QLO a M Z C\j o a o� ~ J cf) W 0U z a� w3:Q W U) z 0 U) W O z ryQ w z w C� J Q W D DATE 06/18/2015 PA JOB No. 2642T SHEET 11 r�3 2 OF 5 SHEETS PLUG G STUB STUB 24" INV S= tth`_N F-- _4404- x± II ►- 341.64- a -CL p- 1z�� u)© _ 1 Ou) m oz o_I ,o t- co p.• uj o 0 I= woo Ad I z p CL Vi V) cj + 0 w t*t t't1 ST RW 0' I 45' CONSTRUCT 60± L.F. 24" CL -3 RCP w/RGJ STORM DRAIN @ 0.12% 24" INV, N= m 3 ri vi , 5' 7.3' ST RW 45' - - 20' i FL I CONSTRUCT 70± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.14% 34�.Si38- PLUG ,. STUB 48'° INV E 338.44 18" INV N= 3�0 48" INV E -W= 18" S.D. INV= 341.50 v 338.y3$ L 341.42 --I x0 $O Aj O Z m �8 Vii� " INV � p ro o 0 STORM DR IN TION ,., N.T.S. rn + + M CID 00 M Fes- EXISTING RIGHT-OF-WAY PER `� o (A N P.M. 11838 PHASE 3, P.M. N BK. 59, PG. 190-192. _ 144-#- F, 4-# ___._ 43 5' h m ST RW t� 45' 20' vi 5'L6' CONSTRUCT 70± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.14% _.____--1 r -PLUG STUB f , m RADIUS LENGTH ST NOTE: NO CITY INSPECTIONS WILL BE GIVEN FOR WORK IN Oz z uio o ST CONSTRUCTION STREET PERMIT WITH APPROPRIATE SECURITY AND NOTES RW � r o a r p o ¢» !Y wiri RW i 20' 45' m v Q. W. 45' 20' © INSTALL SEWER MANHOLE W w z S to -' I N ♦ yjA' / -1 x> �o o 0 © INSTALL SEWER CLEANOUT tow o 5' w � LL 7.2' LL cl a Z L► �z INSTALL SEWER FL 00_j FL W </ r - INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE CONSTRUCT 60± L.F. CONSTRUCT 70± L.F. 18" CL RCP ® INSTALL STORM DRAIN JUNCTION BOX I 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.15% -3 w/RGJ STORM DRAIN @ 0.14% li%, INSTALL TYPE "A" CATCH -BASIN 18" INV N -S= - -- RIGHT-OF-WAY PLUG 341.70 F EX S EXISTING SEWER STUB -EX S.D- EXISTING STORM DRAIN 18" INV S= 18" INV N= dz EXISTING EDGE OF PAVEMENT 341.79 42" INV W= 18" S.D. INV= 341.80 339.70 48" INV E= 341.72 S.D. STORM DRAIN STATION 339.20 S.S. SANITARY SEWER STATION 18" SWRINV 334.61 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ST RM D A I CTfO ALL SEWER LATERALS ARE 6" UNLESS OTHERWISE NOTED. N.T.S. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH �, SEWER MAIN. v � 5 0 I.. � ow oz z z Jo x uio ...v o O z z Z F_ ++� _- o z PARCEL 1 Mrn -JM o cflcD ZQ PM 11838-3 0 PLUG G STUB STUB 24" INV S= tth`_N F-- _4404- x± II ►- 341.64- a -CL p- 1z�� u)© _ 1 Ou) m oz o_I ,o t- co p.• uj o 0 I= woo Ad I z p CL Vi V) cj + 0 w t*t t't1 ST RW 0' I 45' CONSTRUCT 60± L.F. 24" CL -3 RCP w/RGJ STORM DRAIN @ 0.12% 24" INV, N= m 3 ri vi , 5' 7.3' ST RW 45' - - 20' i FL I CONSTRUCT 70± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.14% 34�.Si38- PLUG ,. STUB 48'° INV E 338.44 18" INV N= 3�0 48" INV E -W= 18" S.D. INV= 341.50 v 338.y3$ L 341.42 --I x0 $O Aj O Z m �8 Vii� " INV � p ro o 0 STORM DR IN TION ,., N.T.S. rn + + M CID 00 M Fes- EXISTING RIGHT-OF-WAY PER `� o (A N P.M. 11838 PHASE 3, P.M. N BK. 59, PG. 190-192. _ 144-#- F, 4-# ___._ 43 5' h m ST RW t� 45' 20' vi 5'L6' CONSTRUCT 70± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.14% _.____--1 r -PLUG STUB f , m RADIUS LENGTH WILD 0 -- 1 r-� NOTE: NO CITY INSPECTIONS WILL BE GIVEN FOR WORK IN Oz z uio o N N o tor') ui STREET PERMIT WITH APPROPRIATE SECURITY AND wj¢z dwm LL w z m J r Q INSURANCE HAS BEEN OBTAINED. r o a r p o ¢» !Y wiri 00000 �� i ♦ cDc00 S %0 v Q. W. o \ O 41.25 't + 6 IWV W w z S to -' I N ♦ yjA' / -1 x> �o o 0 0> PLUG G STUB STUB 24" INV S= tth`_N F-- _4404- x± II ►- 341.64- a -CL p- 1z�� u)© _ 1 Ou) m oz o_I ,o t- co p.• uj o 0 I= woo Ad I z p CL Vi V) cj + 0 w t*t t't1 ST RW 0' I 45' CONSTRUCT 60± L.F. 24" CL -3 RCP w/RGJ STORM DRAIN @ 0.12% 24" INV, N= m 3 ri vi , 5' 7.3' ST RW 45' - - 20' i FL I CONSTRUCT 70± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.14% 34�.Si38- PLUG ,. STUB 48'° INV E 338.44 18" INV N= 3�0 48" INV E -W= 18" S.D. INV= 341.50 v 338.y3$ L 341.42 --I x0 $O Aj O Z m �8 Vii� " INV � p ro o 0 STORM DR IN TION ,., N.T.S. rn + + M CID 00 M Fes- EXISTING RIGHT-OF-WAY PER `� o (A N P.M. 11838 PHASE 3, P.M. N BK. 59, PG. 190-192. _ 144-#- F, 4-# ___._ 43 5' h m ST RW t� 45' 20' vi 5'L6' CONSTRUCT 70± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.14% _.____--1 r -PLUG STUB CURVE TABLE U waWd wom RADIUS LENGTH rda-z wow W �,w_ a NOTE: NO CITY INSPECTIONS WILL BE GIVEN FOR WORK IN % n 2 w o THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A n d Z Z W z o STREET PERMIT WITH APPROPRIATE SECURITY AND wj¢z dwm LL w z m J r Q INSURANCE HAS BEEN OBTAINED. r o a r p o ¢» !Y wiri ;inzwz<<L w�ow�wc�nv�u. (.9 -•F..scn��u.�z z r U r A d LLQ F CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1500.W 563.43 21'3117 285.07' �b¢r=Ozf__ 0 3: a o d 0 w Q T m 0 w o; Q: t -a Z Z Y d W ai 6 0 v0iz:oca)i 'go -40 ca w Q ww w m w LLo �-oQ -W= 18" INV N / wu _z§w"-z � oo�a�u,wzQQ 341.04 Q��,9oz> II t--ocl 18" S.D. INV= .w rI.U� ZpwQ;u�LLcroz°� `3� 340,96 Jryry X J�x O 18" SWR INV= ov)m ©v)m v�zw a oo m 333.78 oz Oz �Ojpzz>�Uw� o �.V0 *•00Nw�4rUvzd� STORM DRAIN SECTION ~ o corn0 01* z�ow0Oa-F�- N.T.S. U-) to uicci� �nU>�op 0)0) cOCCs� z0zc3cnwia�w (0coc; nh� Qp�>�QOZI_ `t*Uj �d o DizO�Jj � a �¢ �zNcnO°¢c=n PARCEL 2 �' �' a ! omrnF (.q=Ozr m N �^�a mwowz��o�m PM 11838-3'9 + �'�h�� I ww�aWZQ�r� �,yOito ro ' SSLxT_ t" � - ----------- PARCEL 1 PARCEL 2 PM 121357 PM 12135 a X h D 48 D -#_.- `9- - -- -EX S.D- - - ---5a- - - - 4 - -i----- --- - - - - - - - - T _ r r 49+30.84 X cp \ I X m CITY OF BAKERSFIELD _-- -- - -iR - �-- WATER WELL SITE - - - - - - - - _ V) z t - Z Q C3)to ca C-0 w Z `L- N >M O W 0 W (D u - Q Z x - m C-4 W,.; (0 06 Z_ w o w W U) M V-: r- - o(aoo O O N L X N fi it `'` 3g 0- PHASE 1 BENCHMARK W► PHASE 1 � U- I - - -� -� �G\NE.ER * b �o - .. 1 ��„ COURT I --z= W 5a PARCEL 2 0 3 SEE SHEET 5 z0 z a z i - w 00 i z z rn 6 `� PM 12135 r o ST X w ( o ? c a 7- RW w EXISTING o U) v r / PHASE 2 t- _� o II ccioo, I DRAINAGE BASIN (6 to X M x o �- z °- �, �,� m •.may 45' 25' ( TO BE W I �,- r - I EXPANDED 00 + o o w UA o �o. -'� � � o -� z ar z � M 00 �'�iy � I a ,� � � N r'�`�,, ;,a � W tet" M � S� � 5 6 - -� 0 � d z .� N -- 11 ! 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PORTER DATE _N_ A=3�- 337. q" -- ©Z �� !� �� 18 INV N = RCE 33448 48" INV W= /�, 48" S.D. INV= Q 0 0 ¢ N�E SN 48 INV E -•••W= �� 341.65 338.38• 3� LS\ 338.E �$ CONSTRUCT OUTLET STRUCTURE �� Z -_ 000 `1'n `.�� 339.05 18" s.D. INv= 8-�`�-15 �Z �� of 0 c-5 :A� ��s �� 341.58 r ,n�n,� HORIZONTAL: 1"=50' /? VL� " PER C.O.B. STD. DWG. D-11 bm 00 w S 18" SWR INV- MARIAN P. SHAW DATE VERTICAL: 1"=4' 48" o� uj ov, 334.45 RCE 32178 STORM RAI SECTION CL -3 RCP w/RGJ STORM DRAIN Don a INSTALL 70± L. . TRI RAIN S CTION N.T.S. 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W M 18" INV N -SV '18" INV' S= 1 • " INV S= 36" INV N 18" MV S= IL 24" INV S= 341.70 341.55 341.401 3 . . . . . . . . . . - . . . . . . . . . . 341,34 339.• 4¢• o . . - ; . . . ; . . : . . . : . . 4'' tNV N= 48"'INV' E -W=5 4 ' }-- . 3 338. �s -* 42 INV W= ?' 33 'iyl� 42" INV N -E= 5 8" (IVY - - . . . - . . . , . . , - .338 ?. � 339.70 48" INV' E- 48 4NV E -W.= �9 Ste. 339.84 48" INV E -W= S= •8" INV E -W=, 48" INV S -W= 6 33J.20 339.05. 338.fii9 >'! ' '�fir 338:... :. - ..... .......... 3 338.31 .338.�a. 338.3- Z Q cn b(o ��. : 0-5 ................................. ................:...:...;...;. ,.EXISTINIG;18"SEWER a . . . . ; : . . . . ; ........334A �o N 334:.. :... ; .......:....... ...._�_..., 's.. �! ��, ;� CONTRACTOR* SHALL VERIFY s``` �� NOTE: CONTRACTOR• SHALL VERIFY LOCATION •AND ELEVATION OF1;el W�, a : : LOCATION AN.D ELEVATION• OF EXISTING Jw ; ; : ��' . : EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY P©S1TiVE ti �, • STUB -PRIOR • TO PHASE 2 C, �' . . . . . . . . . . . . . . . . . . . . . . ^°' °`' `� `O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .,y. . . . . . . . . : SLOPE' FROM' MANHOLE PRIOR ' TO CONNECTION' TO EXISTING STUB. IF ��, ; . 9 :\�; �' CONSTRUCTION: ; �,yyQ" ; ; ; �� yon '� POSITIVE SLOPE DOES NOT EXIST, REPLACE •STUB TO MANHOLE. „� ��, INSTALL 458± L.F. 330 330 ; . . . INSTALL 1711 L.F. INSTALL 386± L.F. INSTALL 246± L.F. ; ; 18" PVC SEINER C�? 0.09% . 18" PVC SE1NEft C� :0.09 . 18" PVC: SEWL @ 0.09 ; 18 PVC SEWER @ 0:09 ; INSTALL 881 L.F. : : CL ' j5" PVC SEWER @ 0.11% . . . . - . . . . - o E 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+0 N gFWFR-gTnRNI DRAIN PROFILE �'. a -la 13s- pgi W i W Q N CL W N cn Q �_ a v � H a w U a- W w z S m -' �S w w x> �o 0 0> tow w � LL -y o a LL cl a X N fi it `'` 3g 0- PHASE 1 BENCHMARK W► PHASE 1 � U- I - - -� -� �G\NE.ER * b �o - .. 1 ��„ COURT I --z= W 5a PARCEL 2 0 3 SEE SHEET 5 z0 z a z i - w 00 i z z rn 6 `� PM 12135 r o ST X w ( o ? c a 7- RW w EXISTING o U) v r / PHASE 2 t- _� o II ccioo, I DRAINAGE BASIN (6 to X M x o �- z °- �, �,� m •.may 45' 25' ( TO BE W I �,- r - I EXPANDED 00 + o o w UA o �o. -'� � � o -� z ar z � M 00 �'�iy � I a ,� � � N r'�`�,, ;,a � W tet" M � S� � 5 6 - -� 0 � d z .� N -- 11 ! SEE PM 12135 o d- I �' o c�i o ca c� I.� W t� p rn � ca_ � - - _ _ � \ 0 z 5kg18 6 / r' Q cp 7 S + 0 _ - J \ 0 Vi W lsl 'k i m 000 a. CL ± _ `'N z M � � \ dm Vi t= 9321 /� Q GRADING PLA � PARCEL 1 -� -� , ST , m ,�. u•, •� < PHASES VC d -Vi a # �/ \ �' ,... N�• PM 12135 © 45 RW 20 00+� o+ S.D. JB 8 \ v PHASE 2 vi 2 00 O ui,* W S 23'5 + mg It w APPROXIMATE DESIGN GRADE \ VJ 11105 � FL ----•'" 0U? r -W ±Vi BOLTHOUSE DRIVEABOVE STORM DRAIN \ ,�maxx \ ` � d0u)� �0v) \ �' W woo r�.�. CONSTRUCT 69f L.F. 18" \\ *NOTE: CONTRACTOR TO REPAIR/REPLACE or• O CL -3 RCP w/RGJ 1 \ EXISTING SUMP FENCE IF DAMAGED DURING u W4° STORM DRAIN ®0.14% INSTALL 101± L.F. 48 INSTALLATION OF NEW STORM DRAIN PIPE. ,SU) Q REVISIONS APPROVE(): CL -3 RCP W/RGJ \ (f) 11 00+2 i T :,� STORM DRAIN @ 0.10% \ w /, Q = • �° '� +M PLUG ' -- �-/?- IT EXISTING -fir •�~ /�� ti W Cj�R t• V? W STUB BASIN FLOOR Z V J �V) o� 1' �, Dr M� cn " FRED W. PORTER DATE _N_ A=3�- 337. q" -- ©Z �� !� �� 18 INV N = RCE 33448 48" INV W= /�, 48" S.D. INV= Q 0 0 ¢ N�E SN 48 INV E -•••W= �� 341.65 338.38• 3� LS\ 338.E �$ CONSTRUCT OUTLET STRUCTURE �� Z -_ 000 `1'n `.�� 339.05 18" s.D. INv= 8-�`�-15 �Z �� of 0 c-5 :A� ��s �� 341.58 r ,n�n,� HORIZONTAL: 1"=50' /? VL� " PER C.O.B. STD. DWG. D-11 bm 00 w S 18" SWR INV- MARIAN P. SHAW DATE VERTICAL: 1"=4' 48" o� uj ov, 334.45 RCE 32178 STORM RAI SECTION CL -3 RCP w/RGJ STORM DRAIN Don a INSTALL 70± L. . TRI RAIN S CTION N.T.S. Q, 00 + a_ i i. � n, N.T.S. „ r.` -t � Mvi o INSTALL 1841 L.F.48" INSTALL 247± L.F. 48" `� ®0.09 0 O)m INSTALL 185± L.F. 48 INSTALL 314± L.F. 48 � w +Vi INSTALL 1701 L.F. 42" CL --3 RCP w/RGJ STORM DRAIN CL -3 RCP w fRGJ STORM DRAIN CL ---3 RCP w/RGJ STORM DRAIN CL -3 RCP w f RGJ STORM DRAIN Zvi i CL -3 RCP w RGJ STORM DRAIN @ 0.08 T@ 0.0 @ 0,08% @ 0.08% 00 ::� z O / It 11tonCJ� I�r'N I�U� If`_ ('`C)' I1 ul'� I..�.t t (0nU �II.0 ��t= o t•�v I�:4 @ 0.08% � �e-%0 I.L t --o t -o t -o 1 �_ �� J� X �o x � +� �'� o w� w -' o _' o 0 o w X �, x �x a Q w � oz Wm wf5w -"'�o �� © f"o � +' amu � E-0 ~o o0m �o o V) m ocnm a b 00 0 oEn m "00 o b0 m `� z oz z �0 I- o Oz z oz oZ z o o to m C'46 3� 3 E. m o0 z u�j0 0o z ui z a z «i O Z z z Z 0`j c0,'t 0 �' ui O z cep' z0 • .00 0 co q ... 0© Z• u O X z w V) m o z u; o o co o Q 6 o o ,.._ o 0 z <. 0 z ..,c� 0 .,.,t� < t- �--�' g corn r- o ►� t✓ 44 W- 354 Q z" ...c� .,.,t} "V t= N d ._� R O { O O er o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00o Z "' a0i , - - . ©.d Z . . . . . . . o ,� ; Ci �. . �........... Z ................... ami o� p U . . . . . ; . . . ; . . . : . . . ; . . . : . .�, z . . ; . . . ; . . . a- w t* a IAJ O o z o ; ui co ; ui cci o' m z . - cti c6 6 ui (Q o ' ui o i 0 a0o N m rn rn co co -'.)- 354.+ rM,' CO . Lo ui �g (6 co ? 6i:6 cD'tci D : us u3 OD 00 �3 0000 � M re) -� .4."t W ' .++ moo w + + + + 00 It w rn 0 + rn rn u, m cDtio + + 0 + 66 + + + + + -� M � © + + 0 co .co a . tom. is p- . . . . . . . .*. 1. . . . . • . . . `"'° + 00 I W ,� .� .I .{. -t } rn CA + O m O m •- r- fp t- *- . . . . . . - . . M rn . d d' . ,*r< �;� �. >n Loq . . ................. I\ t~ -t. 0 .. • ................. n P,) © • ��' �' � ¢ ; �- �. a 2� h a M M fl_ r7 M V) . M M r^1 M vi ' v� . 0 ; L3 `�5° C�`� o°��` O : : : Vi w : © : : : : : � ci APPRO�CIMA TE DESIGN GRADE © tui 4 © : . �' : : : . . : : : : : : . �' Q : : _________ L� _______, _� . . - .-. .-- . --- ._ 0 _____ 350 ��.. . . . ABOYE'SEfYER & . . . . ,� _________ -� -� --_-�_ w = v) STORM DRAIN MAIN �°�' �� - -- --------------------- --- .---------- -� ------ --- os's ('' . . . �: a•R" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ------ ---- --- . . . . . . . . . . . . . . . �� y 00 W Lp :...'346 7 0 ... ... Wo �✓) 346:... :...:............... .......... .......:. ..;;...:...;...:...;...:...;...:...;.;.; :...;... ;CQ en I : ..................... .-.....:. ........... ..-:...: ..:....................... . .......................•................ .........-......;...;...;. ' 342 342:.. :...:...:...:...:...:..::.......................;.24"INV S=: ;...:-..:...:..........................,;...... ;...;. ;......:-. W M 18" INV N -SV '18" INV' S= 1 • " INV S= 36" INV N 18" MV S= IL 24" INV S= 341.70 341.55 341.401 3 . . . . . . . . . . - . . . . . . . . . . 341,34 339.• 4¢• o . . - ; . . . ; . . : . . . : . . 4'' tNV N= 48"'INV' E -W=5 4 ' }-- . 3 338. �s -* 42 INV W= ?' 33 'iyl� 42" INV N -E= 5 8" (IVY - - . . . - . . . , . . , - .338 ?. � 339.70 48" INV' E- 48 4NV E -W.= �9 Ste. 339.84 48" INV E -W= S= •8" INV E -W=, 48" INV S -W= 6 33J.20 339.05. 338.fii9 >'! ' '�fir 338:... :. - ..... .......... 3 338.31 .338.�a. 338.3- Z Q cn b(o ��. : 0-5 ................................. ................:...:...;...;. ,.EXISTINIG;18"SEWER a . . . . ; : . . . . ; ........334A �o N 334:.. :... ; .......:....... ...._�_..., 's.. �! ��, ;� CONTRACTOR* SHALL VERIFY s``` �� NOTE: CONTRACTOR• SHALL VERIFY LOCATION •AND ELEVATION OF1;el W�, a : : LOCATION AN.D ELEVATION• OF EXISTING Jw ; ; : ��' . : EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY P©S1TiVE ti �, • STUB -PRIOR • TO PHASE 2 C, �' . . . . . . . . . . . . . . . . . . . . . . ^°' °`' `� `O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .,y. . . . . . . . . : SLOPE' FROM' MANHOLE PRIOR ' TO CONNECTION' TO EXISTING STUB. IF ��, ; . 9 :\�; �' CONSTRUCTION: ; �,yyQ" ; ; ; �� yon '� POSITIVE SLOPE DOES NOT EXIST, REPLACE •STUB TO MANHOLE. „� ��, INSTALL 458± L.F. 330 330 ; . . . INSTALL 1711 L.F. INSTALL 386± L.F. INSTALL 246± L.F. ; ; 18" PVC SEINER C�? 0.09% . 18" PVC SE1NEft C� :0.09 . 18" PVC: SEWL @ 0.09 ; 18 PVC SEWER @ 0:09 ; INSTALL 881 L.F. : : CL ' j5" PVC SEWER @ 0.11% . . . . - . . . . - o E 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+0 N gFWFR-gTnRNI DRAIN PROFILE �'. a -la 13s- pgi W Q N CL W N cn Q �_ a -z U z� a. a Ua x> �o tow It Z L► �z o Ln 00_j W </ r - cK DATE 08/14/2015 PA JOB No. 2642T SHEET OF 5 SHEETS i _j�O �pzo ST rN U trio 0 r `✓�� j .-- ---.- ✓_ to to o n o PARCEL 1 rn 0) o CONSTRUCTION NES RW o x 0 OT RW 18" SWR INV= O� UO INSTALL SEWER MANHOLE 20' 45' m � 45' 20' o0 0 J=62zwi N.T.S. Lo to D © INSTALL SEWER CLEANOUT rn 0) ') ry Pp•Dawo n Q \ Coco Z k t.1..) C- Q! cp zzm�azzzv w' -.s1 U6cn2w w 1 c°hxre>- (fl D 0)03 41.25 ds >- co wLrn 5' 1� 7.2' 6 /NV < 3� � � � INSTALL SEWER FL a1 ,4-4- s V) FL o u) O f INSTALL STORM DRAIN o 0 :1P SII fi QwOWw0?p7m h0CD av-�a ► z�CL aawzm ® INSTALL STORM DRAIN MANHOLE CONSTRUCT 60± L.F. CONSTRUCT 70± L.F. 18" p '� � INSTALL STORM DRAIN JUNCTION BOX 18" CL -3 RCP w /RGJ CL -3 RCP w RGJ x O w D i STORM DRAIN @ 0.15% _0 _ STORM DRAIN @ 0.14% INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY " !N V N -S - 18 18" IN70 �5 �= PLUG 11 PLUG PLUG STUB STUB _EX S EXISTING SEWER STUB -- b (.)Lq 24" INV S- --EX S.D. EXISTING STORM DRAIN 18" INV S= 18" INV N= 340.97 EXISTING EDGE OF PAVEMENT 341.79 42" INV W= Qj 18" S.D. INV= 341.80 1i to cq cote) S.D. STORM DRAIN STATION 339.70 48" INV E= 341.72 x S.S. SANITARY SEWER STATION Z_\ 339.20 MViU OV) m 18" SWR INV= trj O z ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 334.61 0 o ALL SEWER LATERALS ARE 6" UNLESS OTHERWISE NOTED. STORM DRAIN,S TI N 99 ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN.�N �v S + + � t7 N X 1 p Z m Vi (4w) _j�O �pzo OZ m rN U trio 0 r `✓�� j .-- ---.- ✓_ to to o n o PARCEL 1 rn 0) o Coco D PM 11838-3 -'"'(ni o x 0 �r M Oui 18" SWR INV= O� w a 0 r ' LL - [. ~t=9w500-w° m Oz u) Ci � o STORM o' o0 0 J=62zwi N.T.S. Lo to D T0w8z<tQ owv Cj rn 0) ') ry Pp•Dawo n O(nm Oz \ Coco Z k t.1..) C- Q! cp zzm�azzzv w' -.s1 U6cn2w w 1 c°hxre>- (fl D 0)03 41.25 ds >- co wLrn 01*z 1� �u to 6 /NV < 3� � � � � M vi / .�•� Zd=CZjt W=�WLcul a1 ,4-4- s V) o u) O f 0w0� W co ca Lup>'<wn�-c9�ou)�w o 0 :1P SII fi QwOWw0?p7m h0CD av-�a ► z�CL aawzm o6 z z T �------------ p '� t x O w D i _0 _ o �5 �= 11 o -- b (.)Lq or, co 0a O x Qj � _ 11 �k cq cote) X i uj 00 Z_\ �� Ar MViU _j�O �pzo OZ m rN U trio 0 r `✓�� j .-- ---.- ✓_ to to o n o PARCEL 1 rn 0) o Coco D PM 11838-3 -'"'(ni CO CO -.) x 0 �r M Oui 18" SWR INV= O� w a 0 r ' LL - [. ~t=9w500-w° G3 Oz u) Ci � o STORM PARCEL 1 r'oa wk PM 12135 LOP, PHASE 2 0 � �f \p 6 tP P'ARCEL 2 PM 12135 10 PHASE 2 0 °3 45' 0 , 5' 23.5' ST RW I' 1- 45' CONSTRUCT 60± L.F. 24" CL -3 RCP w/RGJ STORM DRAIN @ 0.12% 24" INV N= 340.90 m ui 5' 7.3' ST zuz RW °) 45' 20' 45' 5' 6' FL - 1 FL I CONSTRUCT 70± L.F. 18 - CL -3 RCP w/RGJ STORM DRAIN @ 0.14% PLUG STUB 48" INV E -W= 338.44 jd,1 » 18" 1NV N= 1�v N 48" INV E -W= 18 S.D. INV= 341.50 � k a a 338.90 ��'LS 341.42 -�' P_,- o 00\\ �sr om m 12�Z 18" SWR INV= tri© z M J z 334.28 r� ca U 7c,4aW STORM DRAIN SECTION ° D Loin Jj t- N N.T.S. + 00 ^� e-rf m �i 00 06 M M Ln `� U+ c- • V)=) M ST do-wv"� wocn RW Lu 'j' wZw� 20' NOTE: NO CITY INSPECTIONS WILL BE GIVEN FOR WORK IN vwi m w �w Q r- In THIS AREA UNTIL AN IMPROVEMENT AGREEMENT ORA a a z ° �'-_.• z o STREET PERMIT WITH APPROPRIATE SECURITY AND z W z > F co INSURANCE HAS BEEN OBTAINED. o iE {= o z zww�VOQdC�� w=O =w�nv cif-F•-r=-=m_wLL9= CONSTRUCT 70± L.F. 18" CL --3 RCP w/RGJ STORM DRAIN @ 0.14% -•PLUG STUB o a EXISTING RIGHT-OF-WAY PERo Li PARCEL 2 .t. I/P o� P.M. 11838 PHASE 3, P.M. v PM 11838-3 o BK. 59, PG. 190-192. 43 5 _�• ""'"'V 6 �6\Vol_j� I �.. --- PARCEL 1 00 PARCEL 3 + C14 PM 12135 BENCHMARK = w PM 12135 PHASE 2 m PHASE 1 COURT o 11 \ SEE SHEET 5 o z¢ �Z4k Uri 002 O w o z w C60! ce ST o¢co = a=.p t°o 't +w RW 20' �¢ �Uo�3 �`t'a_ 0+2 00,00 + _ +c/i0 tri r cr co `ra �"►a 00 v + $ N tr j o- a. vi -----� cwn r-% � FL ui � ± . ui PHASES 1 & 2 CONSTRUCT 69± L.F. 18" Itch U) of CL -3 RCP w/RGJ STORM DRAIN @ 0.14%BOLTHOUSE DRIVE PLUG STUB 0 X90 (0 fli CURVE TABLE 18" INV.N= LENGTH �8y 341.04 Cl 11,500.00 `3'90 's, 18" S.D. INV= 340.96 1 9� 5 6 - - x 0 18" SWR INV= O� w a 0 r ' LL - [. ~t=9w500-w° 333.78 Oz ' U-9 oO�ac��dzo¢ � o STORM DRAIN SECTION o0 0 J=62zwi N.T.S. Lo to D T0w8z<tQ owv 0 rn 0) ') CL -3 RCP W/RGJ Pp•Dawo n O(nm Oz \\ d 066 * V) QUO cp o a EXISTING RIGHT-OF-WAY PERo Li PARCEL 2 .t. I/P o� P.M. 11838 PHASE 3, P.M. v PM 11838-3 o BK. 59, PG. 190-192. 43 5 _�• ""'"'V 6 �6\Vol_j� I �.. --- PARCEL 1 00 PARCEL 3 + C14 PM 12135 BENCHMARK = w PM 12135 PHASE 2 m PHASE 1 COURT o 11 \ SEE SHEET 5 o z¢ �Z4k Uri 002 O w o z w C60! ce ST o¢co = a=.p t°o 't +w RW 20' �¢ �Uo�3 �`t'a_ 0+2 00,00 + _ +c/i0 tri r cr co `ra �"►a 00 v + $ N tr j o- a. vi -----� cwn r-% � FL ui � ± . ui PHASES 1 & 2 CONSTRUCT 69± L.F. 18" Itch U) of CL -3 RCP w/RGJ STORM DRAIN @ 0.14%BOLTHOUSE DRIVE PLUG STUB 0 X90 (0 fli CURVE TABLE CURVE I RADIUS LENGTH DELTA TANGENT Cl 11,500.00 563.43' 2131'17" 285.07' ZF-U_26RU-d- �ap Ow��vwi� oia►-Q�t'r=-moo ¢Xo ti3r92mw X �i _ o -_ 1 -- -EX S.D- -- �o---- S 49+30.84 EX S - - - - ___0 ------- 0___0 ------- 0 ------- 0_0 CITY OF BAKERSFIELDm PARCEL 2 WATER WELL SITE _ - _ U) PM 12135 PHASE 1 ° - ._ _ _ 11 zI �i w 1-Z CL 1 LLJ w V}�I RWX W viwxdLu, cp 0 6 0 Op a Ll-( GL W ( o z f EXISTING o .H I= ! / / (0 M I 45 ' 25' 2 03 2 a 0� J 0 i TO BE -H"tw 5 6 - - F W Z W cr z N O SEE PM 12135 6 c" z I - J \ w a 0 r ' LL - [. ~t=9w500-w° S.D. JB#8 \\ co ui F ' U-9 oO�ac��dzo¢ 1 O d U~ 10-oQo J=62zwi \ *NOTE: CONTRACTOR TO REPAIR/REPLACE T0w8z<tQ owv 0 \ INSTALLATION OF NEW STORM DRAIN PIPE. CL -3 RCP W/RGJ Pp•Dawo n O(nm Oz \\ v=c>W�=V zwQpu- ,, QUO zzm�azzzv w' -.s1 U6cn2w w 1 c°hxre>- Ono wLrn 01*z Q�D?OudaQ�� t6(6D - g~ac»'mCoco� +r+- Zd=CZjt W=�WLcul a1 ,4-4- s �ao1'>d J�(f_ m Uuz > :cg! u) O f 0w0� W co ca Lup>'<wn�-c9�ou)�w V) 0 :1P QwOWw0?p7m h0CD av-�a ► z�CL aawzm rt- darcadiram T �------------ X �i _ o -_ 1 -- -EX S.D- -- �o---- S 49+30.84 EX S - - - - ___0 ------- 0___0 ------- 0 ------- 0_0 CITY OF BAKERSFIELDm PARCEL 2 WATER WELL SITE _ - _ U) PM 12135 PHASE 1 ° - ._ _ _ 11 zI �i �O z N1 �, rsN,�11v rt_�tlr� it ov ¢ ©�� S�� ,, 18 INV N=/ �c4% =337.7 ,. z 000 �� (,. 48" INV E -W= /� 341.65 4$" INV W- /�,� 48" S.D. INV= Iro 0000 339.05 L 18 S.Q. INV= 338.38 338.37 �$ Om -tri 0: `3�� So 341.5$ `�� 338 2$ FC'�R C.O.B. NSTRUCT SOUTLET TD. DWG. STRUCTURE QU 11 URE 000 0000 CO W SS 18" SWR INV= HORIZONTAL: 1"=50' 18" SWR INV rn a. 00 M 334a..45 VERTICAL: 1"=4' 333.71 �M (n a S M D AIN S CTION STORM DRAIN SECTION INSTALL 70± L.F. 48" r., N.T.S. ^' N.T.S.CL-3 RCP w/RGJ STORM DRAIN + m @ 0.09% 4ui iR INSTALL 170± L.F. 42" INSTALL 185± L.F. 48" INSTALL 184± L.F. 48" INSTALL 247± L.F. 48" INSTALL 314± L.F. 48" torn 00 I----CL-3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN II m o Oz0 IAC) -,%o @ 0.08% ilt-u� Ilam 11 04 111- c,4@ 0.08% 11r- 1I}- tlHr7 @ 0.08% J _o �o �U.-.0 �U @ 0.08% �-�U ..0 r.C) �U 11 !-- csa @ 0.08% 11 I . �.. N N oQ� Z a c1= w �� xo �o w �= x o x �o xo w W_ �_ �o =_ �o x f-� j F- ? o* 00 Ow �3 ocno ou~i°D� J. oc~i�m oc~i�m ovi t a. c� � o :- m 00 V) 0 00 m o F• o �-- o o w o oz = OZ Oz = OZ o Z oZ OZ = OZ �\ d°Z �?\ pZ Ofn = G fn m O in m O Z �V)m hoz tcio� cooz trioz ,,hoz z � � Z oz O z oz C6F o �..z iR ...0 � ...0 I= •..0 ¢ ..0 o uU O 20 0 :° S ¢ � O � o � O coo < tri O z tri o z ZAn 354 _ 00c� in 0000 0000 U r. � fl,F N �, F f- 2 oz o z ,- ..c3 .. U o U o x _z 001;, .. 0000 rr 0000 z ................... 0000 0: 00.00 2 ....................... r.� v . ©$ � c`0� tr o a ate. �� aw ................. ."',0"'o z Mo � � v. o M � 0-110 `�' w - .354 .Z z -d-mw . .O.� . Oto r m . : : : : •t0 CO Co r in t0 LO t V w cD Fri p=. (� } .. e - cV �. w z z o -H p Q, 00 . 00 00 w to to (010 -� 00 00 -� -� �t d- �. 00 00 to to �3 CO 00 -5. cv tri coo ui co +00 ' ++ cn .1-+ 0 .1....1. cn +.+ + {, ++ ++ ++ js ++ ++ rn00 w : : rn -� co 00 + r . . . . . to to . Lo Lo . . . . . . . . . . . . . . . . . . . r [�.� Q . . . . . . . . . . . . . . . . . . . . . C3 t� . _ r e- CQ r r m F r m M M t7• + + cn + . f. ..}�• ,.�.. 00 1* . M to ro a. tot') u) M M M M Vj V0 01 0 . d- T- ' d- - ' . 1411* M ' w . . . . . . . . . . . . . . . . . . . . . d. * ... r7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co .Co a . . . . . . . (�. n 0. . . . . . . . d _ -I- . . . . . . . . . o Vi F -j (n. d d d Vi '� `t Vj. co . ui O 350: . . . . . . . . . . . . . u. i o_ : : : : _ : _ : s�i : APPROXJMA TE DESIGN GRAD£ N : : : : : : o : Vi : M ui 00 2 . o : : : : : : : : : : : o 5� � . : 0 35° �M�` : : : : ,� AB©v� £w£R .... �,� ........... . ......... �. ... -- .. ---------------------- -S 350 T� �� . yso k�o�� STORM 1�RA/N MAIN : : �� : : : _------------ -----------=----------------------- 9- - ---------------------- - : : : ---. --� ------ NOTE. CONTRACTOR SHALL VERIFY 346 . . . . . . . . . . . . . . . . . . . . : : : : - - - : : : : : : : : : : : : : : : : : LOCATION AND ELEVATION OF EXISTING346 STUB PRIOR TO 'PHASE 2. . . . . . CONSTRUCTION .................. :::::., ::..:::_:: _:::_:: _:. ::_::_.: : :--� 342... : : : : 24" INN S= 18" INV N -S- - 18" WV S^ . . 24" INV S- _ _ 342 18 INV S= 340.70 341.70 34T.55 36" INV N= 18" INV S= . . 341.34 34] . 40 339.70 34Q. �4 •4$" •INV• E-iN= • 42" ft�1V N -E= 42°' INV .W� . .340:90V N-• - 338.70 . _ _ . 339.70 48" i N V' E= 48" 1N V E- W.= 338: . _ : . . . . �� 339:84. . . . . . . . . . . . . : . . . . 33 .20 . . . . . . . . . . . . . . . . . . . . . . . . . 339.05. . . . . . . . . . . : 48" INV E -w=. . 8" 1N.V S . . . . . . . . ................................. :... :...: 338 :338.90 : 338.,31 E -W=. 48 INV S -W= . . . . . . . . . . . . . . . . . . . . . . . . . S� o �338.44: 338.38 $ _ -•..................................... EXISTING' 18" SEWER 334:.. : : �_ �.,. ......................... 334 / . .'mss/�// ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . .. . . . . . �„� J`'� 4,/ NOTE: CONTRACTOR• SHALL VERIFY LOCATION •AND ELEVATION OF sv'' . . . . . : o� . . . ^��. . . . . . `�A� �. . . . . . . . . . . . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� , : _ : _ : - - - : : _ : _ : : �� : EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE . ��ti � _ . . 'SLOPE' FROM' MANHOLE PRIOR -TO' CONNECTION' TO EXISTING STUB. 'IF ro POSITIVE SLOPE DOES NOT EXIST, REPLACE -STUB TO MANHOLE. 330- - INSTALL 171± L.F. INSTALL 386± L.F. INSTALL 246± L.F. INSTALL 458± L.F. �'� 330 INSTALL 88± L.F. 18y' PVC SEWER @ 0.09% . .18'` PVC 5EWER* 16'.0'.69%. i9" PVC: SEWED @ 0.09% 18 PVC SEWER @ 0.09% ...... PVC SEWER®(?... : _ : : : . : : : : : _: : :---: : :_ : : : _: :_ : : : : _ : _: : : : : : : : : : : : : : : : : : : : _: : _ : : 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 SEWER --STORM DRAIN PROFILE U _ z o 0)ul U C°o W z E `*- E F-" w ° fl - 04 ' 0 5 :2 co 00) 06 0)X %4= 6 m U - Z Q _W 00 C-4 06 _Z (L) (y) �ti W Z N M W r-- '._, j c0 C) 0 0 a - L It ILL w 1-Z CL 1 LLJ w V}�I RWX W fL'XU w /I Ll-( GL W ( o z f EXISTING o .H I= ! / / (0 M I 45 ' 25' DRAINAGE BASIN x I I 1 0 i TO BE -H"tw 5 6 - - I k EXPANDED, 00 + o I I SEE PM 12135 6 c" z I - J \ GRADING PLAN + .- m w S.D. JB#8 \\ co ui F APPROXIMATE DESIGN GRADE -t ABOVE STORM DRAIN \ \ o: \ *NOTE: CONTRACTOR TO REPAIR/REPLACE EXISTING SUMP FENCE IF DAMAGED DURING INSTALL 101± L.F. 48"\\ \ INSTALLATION OF NEW STORM DRAIN PIPE. CL -3 RCP W/RGJ STORM DRAIN @ 0.10% \\ �O z N1 �, rsN,�11v rt_�tlr� it ov ¢ ©�� S�� ,, 18 INV N=/ �c4% =337.7 ,. z 000 �� (,. 48" INV E -W= /� 341.65 4$" INV W- /�,� 48" S.D. INV= Iro 0000 339.05 L 18 S.Q. INV= 338.38 338.37 �$ Om -tri 0: `3�� So 341.5$ `�� 338 2$ FC'�R C.O.B. NSTRUCT SOUTLET TD. DWG. STRUCTURE QU 11 URE 000 0000 CO W SS 18" SWR INV= HORIZONTAL: 1"=50' 18" SWR INV rn a. 00 M 334a..45 VERTICAL: 1"=4' 333.71 �M (n a S M D AIN S CTION STORM DRAIN SECTION INSTALL 70± L.F. 48" r., N.T.S. ^' N.T.S.CL-3 RCP w/RGJ STORM DRAIN + m @ 0.09% 4ui iR INSTALL 170± L.F. 42" INSTALL 185± L.F. 48" INSTALL 184± L.F. 48" INSTALL 247± L.F. 48" INSTALL 314± L.F. 48" torn 00 I----CL-3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN II m o Oz0 IAC) -,%o @ 0.08% ilt-u� Ilam 11 04 111- c,4@ 0.08% 11r- 1I}- tlHr7 @ 0.08% J _o �o �U.-.0 �U @ 0.08% �-�U ..0 r.C) �U 11 !-- csa @ 0.08% 11 I . �.. N N oQ� Z a c1= w �� xo �o w �= x o x �o xo w W_ �_ �o =_ �o x f-� j F- ? o* 00 Ow �3 ocno ou~i°D� J. oc~i�m oc~i�m ovi t a. c� � o :- m 00 V) 0 00 m o F• o �-- o o w o oz = OZ Oz = OZ o Z oZ OZ = OZ �\ d°Z �?\ pZ Ofn = G fn m O in m O Z �V)m hoz tcio� cooz trioz ,,hoz z � � Z oz O z oz C6F o �..z iR ...0 � ...0 I= •..0 ¢ ..0 o uU O 20 0 :° S ¢ � O � o � O coo < tri O z tri o z ZAn 354 _ 00c� in 0000 0000 U r. � fl,F N �, F f- 2 oz o z ,- ..c3 .. U o U o x _z 001;, .. 0000 rr 0000 z ................... 0000 0: 00.00 2 ....................... r.� v . ©$ � c`0� tr o a ate. �� aw ................. ."',0"'o z Mo � � v. o M � 0-110 `�' w - .354 .Z z -d-mw . .O.� . Oto r m . : : : : •t0 CO Co r in t0 LO t V w cD Fri p=. (� } .. e - cV �. w z z o -H p Q, 00 . 00 00 w to to (010 -� 00 00 -� -� �t d- �. 00 00 to to �3 CO 00 -5. cv tri coo ui co +00 ' ++ cn .1-+ 0 .1....1. cn +.+ + {, ++ ++ ++ js ++ ++ rn00 w : : rn -� co 00 + r . . . . . to to . Lo Lo . . . . . . . . . . . . . . . . . . . r [�.� Q . . . . . . . . . . . . . . . . . . . . . C3 t� . _ r e- CQ r r m F r m M M t7• + + cn + . f. ..}�• ,.�.. 00 1* . M to ro a. tot') u) M M M M Vj V0 01 0 . d- T- ' d- - ' . 1411* M ' w . . . . . . . . . . . . . . . . . . . . . d. * ... r7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co .Co a . . . . . . . (�. n 0. . . . . . . . d _ -I- . . . . . . . . . o Vi F -j (n. d d d Vi '� `t Vj. co . ui O 350: . . . . . . . . . . . . . u. i o_ : : : : _ : _ : s�i : APPROXJMA TE DESIGN GRAD£ N : : : : : : o : Vi : M ui 00 2 . o : : : : : : : : : : : o 5� � . : 0 35° �M�` : : : : ,� AB©v� £w£R .... �,� ........... . ......... �. ... -- .. ---------------------- -S 350 T� �� . yso k�o�� STORM 1�RA/N MAIN : : �� : : : _------------ -----------=----------------------- 9- - ---------------------- - : : : ---. --� ------ NOTE. CONTRACTOR SHALL VERIFY 346 . . . . . . . . . . . . . . . . . . . . : : : : - - - : : : : : : : : : : : : : : : : : LOCATION AND ELEVATION OF EXISTING346 STUB PRIOR TO 'PHASE 2. . . . . . CONSTRUCTION .................. :::::., ::..:::_:: _:::_:: _:. ::_::_.: : :--� 342... : : : : 24" INN S= 18" INV N -S- - 18" WV S^ . . 24" INV S- _ _ 342 18 INV S= 340.70 341.70 34T.55 36" INV N= 18" INV S= . . 341.34 34] . 40 339.70 34Q. �4 •4$" •INV• E-iN= • 42" ft�1V N -E= 42°' INV .W� . .340:90V N-• - 338.70 . _ _ . 339.70 48" i N V' E= 48" 1N V E- W.= 338: . _ : . . . . �� 339:84. . . . . . . . . . . . . : . . . . 33 .20 . . . . . . . . . . . . . . . . . . . . . . . . . 339.05. . . . . . . . . . . : 48" INV E -w=. . 8" 1N.V S . . . . . . . . ................................. :... :...: 338 :338.90 : 338.,31 E -W=. 48 INV S -W= . . . . . . . . . . . . . . . . . . . . . . . . . S� o �338.44: 338.38 $ _ -•..................................... EXISTING' 18" SEWER 334:.. : : �_ �.,. ......................... 334 / . .'mss/�// ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . .. . . . . . �„� J`'� 4,/ NOTE: CONTRACTOR• SHALL VERIFY LOCATION •AND ELEVATION OF sv'' . . . . . : o� . . . ^��. . . . . . `�A� �. . . . . . . . . . . . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� , : _ : _ : - - - : : _ : _ : : �� : EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE . ��ti � _ . . 'SLOPE' FROM' MANHOLE PRIOR -TO' CONNECTION' TO EXISTING STUB. 'IF ro POSITIVE SLOPE DOES NOT EXIST, REPLACE -STUB TO MANHOLE. 330- - INSTALL 171± L.F. INSTALL 386± L.F. INSTALL 246± L.F. INSTALL 458± L.F. �'� 330 INSTALL 88± L.F. 18y' PVC SEWER @ 0.09% . .18'` PVC 5EWER* 16'.0'.69%. i9" PVC: SEWED @ 0.09% 18 PVC SEWER @ 0.09% ...... PVC SEWER®(?... : _ : : : . : : : : : _: : :---: : :_ : : : _: :_ : : : : _ : _: : : : : : : : : : : : : : : : : : : : _: : _ : : 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 SEWER --STORM DRAIN PROFILE U _ z o 0)ul U C°o W z E `*- E F-" w ° fl - 04 ' 0 5 :2 co 00) 06 0)X %4= 6 m U - Z Q _W 00 C-4 06 _Z (L) (y) �ti W Z N M W r-- '._, j c0 C) 0 0 a - L It ILL w 1-Z CL 1 LLJ w N a. LL w w Z w W o a z J w F a o v � W w a U) N z 06 < Lr) T- r (y) V � � ZT- < rNU) CL Q 1 W 0 > vJ Q W 0 W z .a c� 0 w W J 0 o V ry'1 U I U) I 0 cn I PO N (10 a I r N d - w N f a 0 I �V) I r N d- N Lo DATE 06/18/2015 PA JOB No. 2642T D SHEET E 0 a E r N N / OF 5 SHEETS 0 LLLLI o: DATE 06/18/2015 PA JOB No. 2642T D SHEET E 0 a E r N N / OF 5 SHEETS vi z m PARCEL 1 PM 12135 PHASE 3 ,n LO z r� + Z LO:2 Zvi V) 341.80 341.73 STORM DRAIN SECTION CONSTRUCT WITH PHASE 2 PHASES 2 & 3 HORIZONTAL: 1» =50' VERTICAL: 1"=:;4' N 0 z tX3 W _. A ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLES.S. OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" UNLES.S. OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ❑1 CONDUIT FOR FUTURE OIL PIPELINE FACILITIES TO BE CONSTRUCTED PER STREET IMPROVEMENT PLANS. NOTE: NO CITY INSPECTIONS WILL BE GIVEN FOR WORK IN THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. CONSTRUCTION NOTES CURVE TABLE ST (.0 CURVE RADIUS LENGTH DELTA TANGENT co 45' RW © INSTALL SEWER MANHOLE Cl 1500.W 340.37' 13'00'05" 170.92' Li lL r 20+ W 8.5'-- -- 5' O �� INSTALL SEWER - Z 0 Z 0 r r7 nPO � nL INSTALL STORM DRAIN a ci INSTALL STORM DRAIN MANHOLE 5' INSTALL STORM DRAIN JUNCTION BOX U- ( LL LL INSTALL TYPE "A» CATCH -BASIN -- -- RIGHT--OF-WAY ow _EX S EXISTING SEWER CONSTRUCT 60± L.F. 24» Z CL -3 RCP w/RGJ ---EX S.D. EXISTING STORM DRAIN STORM DRAIN @ 0.12% ��' '�� EXISTING EDGE OF PAVEMENT S.D. STORM DRAIN STATION PLUG STUB S.S. SANITARY SEWER STATION 24" INV W= PARCEL 1 PM 12135 PHASE 3 ,n LO z r� + Z LO:2 Zvi V) 341.80 341.73 STORM DRAIN SECTION CONSTRUCT WITH PHASE 2 PHASES 2 & 3 HORIZONTAL: 1» =50' VERTICAL: 1"=:;4' N 0 z tX3 W _. A ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLES.S. OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" UNLES.S. OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ❑1 CONDUIT FOR FUTURE OIL PIPELINE FACILITIES TO BE CONSTRUCTED PER STREET IMPROVEMENT PLANS. NOTE: NO CITY INSPECTIONS WILL BE GIVEN FOR WORK IN THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. CONSTRUCT 40± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.15% 18" !NV E= 342.00 8" SWR INV= 335.71 INSTALL 74± L.F. 42" WINDERMERE STREET CL -3 RCP w/RGJ STORM DRAIN » !� @ 0.08% INSTALL 38± L.F. 36» INSTALL 261 t L.F. 24 INSTALL 84± L.F. 24 CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w%RGJ STORM DRAIN @ 0.11% i @ 0.12%_� IAC) � ^h- N v) II U I �c'`� 1 I- N� II I- I N 11 t-- n 11 1- I; I{ I-- I N ti c9 11 ICS J= W �� W= H JO �� a -a.. �f5 0a. � � W -�� W �� x CKFr C) -� a. -1 a- 0 0. 'd - U) OV) m: OV)� Ocn© Oci0 O�m Owm O 0 M a OZ Z MZ��* OZ Z OZ m OZ = oz:r OZ OZ O Z d Z cKiO< �) ,�;OQ� �Oz t!j©Z t 00z �;Op L6OZ CO a r; Q ..c 0z ..c � F- . ,U ..v < ..c� < ...c3 o vU O %-,,o m u NCha Mtn O f to a1 4m -t• rr rr rr 0 rr () 0 co ��j JJ d' W) (-l. W t+? 00 O to u) d- d © d• d- fr dr Z d- d z • - H t=- 6 r �i O ,* p 4 w) Vi L6(6 �t d Ih h o0 o0 D N (V D O V) 0 ' V) X 00 W tnto LO to V) *- r r • - vi 0000 'm 0) 354 - .......... ±± co ........ . ... . .. . . ++�� ++ Z ++ �.. - ... ++ ++ n ++ ++ o+a 354 too ro m - m n O d d . ca•ca - . 0 ca taco ro . - r, r, p- : to in �, to Lo U LO LO LO In Ln a ,n un Vi - LOU-) vi 0 • o LO �) 5h'` � � vi v) O p Vi o o 0 .......... _ ui ........En ............ .................. v? .......... Vii?:.V)........ Vi .... . . ............... 350....:...:.-.: ....-.:..-:.�.:..-.�-. �.. ..... �g �.:...:...:...:...: :...:. :...:.. .............. :...:...:...:...:350 : : - - �--____-___ : __ : : : : ��'�'� Tey '� •�� : �'�� : : ......... ; - . - . ......... : . . ......... - _-- __-_ . ` _-�___ ___ - _„_ �� -_� • ... _ _:_ 346:.-.:...:-..: :. = :...:...:.. :-_. .................................................... ..:-..:. ........:...................:. :-.-:...:. .--=---.- --.: .........:-..:-.......346 . . . - . . . . . . . . . - . . . - . . . . . . . . . . . . . . . . ................................... ..... ....... . ........... 342* ... ....- .. .: . . . : . ..:...:...... - f I . ' 18" INV E=w= :342 .341:90. . . . . . . . . . . . . . . . . . . . . 24"- INV N_E= 1.8 IN - = •42" INV- S= 341'.73 24" INV N -S= 341.94 .339.90 . . . . . . . . . . - . - . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . .341,44 . . . . . . - . - . . 24'. iNV S= . . - 36" INV 341.34 42" INV N -E= 340,44 36"- INV N=. 338 .....:.......:A�� 339-8.4 .340.40- '338 NOTE: 'CONTRA`CTOR SHALL'VERIFY'LOCATION' AND ELEVATION � �e,. . - ' - . ' • - . . . . . . �� . . - . . .�_ OF. EXISTING STUB PRIOR T0: PHASE 3 CONSTRUCTION, ALSO : �r'�y� VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO �,�� rs' i 3 s, 334 'CONNECTION. TO EXISTING' STUB: IF- POSITIVE' SLOPE DOES - . ' . ' ... . .. . • . • . . . . :...... - -3s.�6... : . . . . ...:...:334 : NOT EXIST, REPLACE 'STUB TO MANHOLE. . s :...:.... ..:--•---•-- .:...:...:--..:...:- : .:...:...:...:...:...:...: ..:.. :. .��s.� :...: :...:...:. .:. :...: INSTALL 235± L.F. INSTALL •271± L.F. INSTALL 123± L•. F. 8» PVC SEWER @ 0.50% ' 8" PVC SEWER @-0.35%- 10" PVC SEWER @'0.19% 1. 330..:.:...:...:.......: ...:....................... ......... :...:...:....................... :...:-..:...:..-:....-......:... ........ :...:...'330 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 SEWER --STORM DRAIN PROFILE v uU. 0 U0 woo 2206 wZw� wird" z~ZCwc 0 �rn�ww>°Q �� OZZF � ° cotoC6 ZwfwVQQOCvQ' mow{-�Qz�w�LL z1~-•0 F50u wo 9 Q� S Z Z 8 W aza- Lc_Qiazor� m<zoo gz90a%z2ga2p ww>.j002oz R i=-WIO ,6w<a 9�WZzuui wu~.►�_gZ wwa 2m o03:Q3,02t tz4oW�uJa_oo ffia1Z0.5>- - oa,QZa:Ew- U�yzw�¢wcai�vo-iw HO=w wWow'j- w><,ta cn�zav8- - `�fnw ozc�oa Q�0, C'*f�i'F-a V> ,2 , Omw=�ZQQOQ Zp�U[nw=��w 0w� <Fpow>-6wr-T w>QWu_Z>NmQw o''c►-Ono"'�w QwowwcoJjgz>� wwco, owZ�uCO ;8" S.D. INV= CONSTRUCT 30± L.F. 18" 341.96 CL -3 RCP w/RGJ STORM DRAIN @ 0.17% 24" INV N 1S_ !NV W= 341.99 /18" INV E -W= V 341.94 STORM DRAIN SECTION N.T.S. i- O 1,- (.0 r- (.0 l- ca � r co w J -!ciJ J LL_ Li lL LL_ U O W 8.5'-- -- 5' O �� w U - Z 0 Z 0 r CONSTRUCT 40± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.15% 18" !NV E= 342.00 8" SWR INV= 335.71 INSTALL 74± L.F. 42" WINDERMERE STREET CL -3 RCP w/RGJ STORM DRAIN » !� @ 0.08% INSTALL 38± L.F. 36» INSTALL 261 t L.F. 24 INSTALL 84± L.F. 24 CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w%RGJ STORM DRAIN @ 0.11% i @ 0.12%_� IAC) � ^h- N v) II U I �c'`� 1 I- N� II I- I N 11 t-- n 11 1- I; I{ I-- I N ti c9 11 ICS J= W �� W= H JO �� a -a.. �f5 0a. � � W -�� W �� x CKFr C) -� a. -1 a- 0 0. 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Vi .... . . ............... 350....:...:.-.: ....-.:..-:.�.:..-.�-. �.. ..... �g �.:...:...:...:...: :...:. :...:.. .............. :...:...:...:...:350 : : - - �--____-___ : __ : : : : ��'�'� Tey '� •�� : �'�� : : ......... ; - . - . ......... : . . ......... - _-- __-_ . ` _-�___ ___ - _„_ �� -_� • ... _ _:_ 346:.-.:...:-..: :. = :...:...:.. :-_. .................................................... ..:-..:. ........:...................:. :-.-:...:. .--=---.- --.: .........:-..:-.......346 . . . - . . . . . . . . . - . . . - . . . . . . . . . . . . . . . . ................................... ..... ....... . ........... 342* ... ....- .. .: . . . : . ..:...:...... - f I . ' 18" INV E=w= :342 .341:90. . . . . . . . . . . . . . . . . . . . . 24"- INV N_E= 1.8 IN - = •42" INV- S= 341'.73 24" INV N -S= 341.94 .339.90 . . . . . . . . . . - . - . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . .341,44 . . . . . . - . - . . 24'. iNV S= . . - 36" INV 341.34 42" INV N -E= 340,44 36"- INV N=. 338 .....:.......:A�� 339-8.4 .340.40- '338 NOTE: 'CONTRA`CTOR SHALL'VERIFY'LOCATION' AND ELEVATION � �e,. . - ' - . ' • - . . . . . . �� . . - . . .�_ OF. EXISTING STUB PRIOR T0: PHASE 3 CONSTRUCTION, ALSO : �r'�y� VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO �,�� rs' i 3 s, 334 'CONNECTION. TO EXISTING' STUB: IF- POSITIVE' SLOPE DOES - . ' . ' ... . .. . • . • . . . . :...... - -3s.�6... : . . . . ...:...:334 : NOT EXIST, REPLACE 'STUB TO MANHOLE. . s :...:.... ..:--•---•-- .:...:...:--..:...:- : .:...:...:...:...:...:...: ..:.. :. .��s.� :...: :...:...:. .:. :...: INSTALL 235± L.F. INSTALL •271± L.F. INSTALL 123± L•. F. 8» PVC SEWER @ 0.50% ' 8" PVC SEWER @-0.35%- 10" PVC SEWER @'0.19% 1. 330..:.:...:...:.......: ...:....................... ......... :...:...:....................... :...:-..:...:..-:....-......:... ........ :...:...'330 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 SEWER --STORM DRAIN PROFILE v uU. 0 U0 woo 2206 wZw� wird" z~ZCwc 0 �rn�ww>°Q �� OZZF � ° cotoC6 ZwfwVQQOCvQ' mow{-�Qz�w�LL z1~-•0 F50u wo 9 Q� S Z Z 8 W aza- Lc_Qiazor� m<zoo gz90a%z2ga2p ww>.j002oz R i=-WIO ,6w<a 9�WZzuui wu~.►�_gZ wwa 2m o03:Q3,02t tz4oW�uJa_oo ffia1Z0.5>- - oa,QZa:Ew- U�yzw�¢wcai�vo-iw HO=w wWow'j- w><,ta cn�zav8- - `�fnw ozc�oa Q�0, C'*f�i'F-a V> ,2 , Omw=�ZQQOQ Zp�U[nw=��w 0w� <Fpow>-6wr-T w>QWu_Z>NmQw o''c►-Ono"'�w QwowwcoJjgz>� wwco, owZ�uCO ;8" S.D. INV= CONSTRUCT 30± L.F. 18" 341.96 CL -3 RCP w/RGJ STORM DRAIN @ 0.17% 24" INV N 1S_ !NV W= 341.99 /18" INV E -W= V 341.94 STORM DRAIN SECTION N.T.S. CONSTRUCT 40± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.15% 36" INV N= 340.40 CONSTRUCT 30± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.17% 18» IN E_ " / 18" INV W= 341.96A 42" !NV S= 341.95 18" S.D. INV= 339.90 341.91 18» INV E --W= 10" SWR 1NV= 341.90 335.47 STORM DRAIN S CT1ON N.T.S. 00 0 V z �. M O O W Z W M U O N 0) X U Q) Z x Q rr m N W 4) M 06 Z N O Z N W M N C-0 O O O N CL i- O w P� Q l- ca � r co w iLLF- 4 w wZLu3 Z rn It It V") r7 nPO � nL L o a LL_ U- ( LL LL vi ow tS - , Z -- I z O �- CONSTRUCT 40± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.15% 36" INV N= 340.40 CONSTRUCT 30± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.17% 18» IN E_ " / 18" INV W= 341.96A 42" !NV S= 341.95 18" S.D. INV= 339.90 341.91 18» INV E --W= 10" SWR 1NV= 341.90 335.47 STORM DRAIN S CT1ON N.T.S. 00 0 V z �. M O O W Z W M U O N 0) X U Q) Z x Q rr m N W 4) M 06 Z N O Z N W M N C-0 O O O N CL \N�,ER * a/ 00 c j 00� M'•� d0 w C7 (f) M Z °6 Q L0 N J CL � W Q CNJ -r �� a p � � � w O W D W w av W ry w� o w z w z 0 w iLLF- 4 w wZLu3 Z o: nL L o a \N�,ER * a/ 00 c j 00� M'•� d0 w C7 (f) M Z °6 Q L0 N J CL � W Q CNJ -r �� a p � � � w O W D W w av W ry w� o w z DATE 06/18/2015 PA JOB No. 26421 SHEET 4 OF 5 SHEETS z 0 w o: DATE 06/18/2015 PA JOB No. 26421 SHEET 4 OF 5 SHEETS � Q n ©za Um cn P u M FOOTHILL ENERGY + DRILL SITE 4' ri vi PARCEL 4 PM 12135 PHASE 1 U M z O U Uo A M °- SAL ft ( w 1\ u+11. k to �- 0 0 0 a PARCEL 3 PM 12135 PHASE 1 E —o-187.25 %`U� 4 Z f.. .Jtw w m Z w 8'37'25° °o PARCEL 1 oo z OTHERWISE NOTED. PM 12135 LUQ vo ALL PHASE 1 ao o INSTALL STORM DRAIN r �t 00 O � M ++ + lNSTAfl STORM DRAIN MANHOLE FLOWLiNE ANDA 2.25' MIN. -- T MAX. OF COVER AT THE PROPERTY LINE. a o INSTALL STORM DRAIN JUNCTION BOX ti N ILLS ' vi PIPELINE FACILITIES TO BE CONSTRUCTED PER STREET %4eo 1 � __ 1 o >? CURVE TABLE CURVE RADIUS t.ENGTH DELTA TANGENT ate• ' :,----•_ w 8'37'25° 00 81 48 N OTHERWISE NOTED. INSTALL SEWER ALL mET 3 INSTALL STORM DRAIN r �t ON HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER --_ _ --- _ + an 7- lNSTAfl STORM DRAIN MANHOLE FLOWLiNE ANDA 2.25' MIN. -- T MAX. OF COVER AT THE PROPERTY LINE. D INSTALL STORM DRAIN JUNCTION BOX ti N ILLS CONDUIT FOR FUTURE OIL PIPELINE FACILITIES TO BE CONSTRUCTED PER STREET � INSTALL TYPE "A" CATCH -BASIN � ' 11' o >? E-- /--PARCEL BOUNDARY, TYP. vi vi U - - F•- to f5 PARCEL 2 z W � �Z PM 12135 z Ir a' bo W PHASE 1 m a. wo z o u-) O D Li © -00 (6c.4'4 v� z Z w U 0 o c4 v f� U EL' SANITARY SEWER STATION O tf? CC3 + to co'' w +7 N o i; n' ca �- a�� PHASE 1 V_ a +Vicc *-Via CURVE TABLE CURVE RADIUS t.ENGTH DELTA TANGENT C1 500.00' 75.26' 8'37'25° 1 37.70' 'f 11 /,I BOLTHOUS SEE SHE INSTALL 771 L.F. 24" INSTALL 601 L.F. 36" INSTALL 1521 L.F. 18" INSTALL 195f L.F. 24" CL -3 RCP w/RGJ CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN STORM DRAIN 00.10% C� 0.14% C�7 0.10% i 0-1.39%. NOTES qE�3�VE PLAN VIEW STATIONING IS Z OU00r0..MEDRIVE INSTALL SEWER MANHOLE ALL SEWER LATERALS ARE 6" UNLESS. OTHERWISE NOTED. INSTALL SEWER ALL mET 3 INSTALL STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER ® lNSTAfl STORM DRAIN MANHOLE FLOWLiNE ANDA 2.25' MIN. -- T MAX. OF COVER AT THE PROPERTY LINE. D INSTALL STORM DRAIN JUNCTION BOX M CONDUIT FOR FUTURE OIL PIPELINE FACILITIES TO BE CONSTRUCTED PER STREET � INSTALL TYPE "A" CATCH -BASIN w ' 11' >? RIGHT -OF --WAY vi vi 'f 11 /,I BOLTHOUS SEE SHE INSTALL 771 L.F. 24" INSTALL 601 L.F. 36" INSTALL 1521 L.F. 18" INSTALL 195f L.F. 24" CL -3 RCP w/RGJ CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN STORM DRAIN 00.10% C� 0.14% C�7 0.10% i 0-1.39%. HORIZONTAL: 1'=50' VERTICAL: 1"=4' �°- M�� -~-►ow ��w ,~i�x �� tea_''. ar zz zz ©zz azz ocno �c~no ov~im cin vrin oZ= OZ= oz ZZ ZZ OQ U<+C �O� �Ud LUQ pOQ �� OQ O¢ m m M m 2 g �•- m m i7� OWi ci )� NN� �� 00 �0404 �� QOapZ 04 apLo 00 Co P oNO� + "f•�}-+� ++V' DOS �� tW� co co �(n _ � .... r- r- N) t� 11}17 Ll d• eh • � � •Uj �,y APFROXIMA TE DESIGN GRADE- q N x o; �© � • o 3vo : . . . : . �----- - . : �. :,��e;�� A'BOIiE SEWER: &.STORM DRAIN •ANA/N ---------------- m ��' . N Q"' � . . . . : � . : � -3, �C) 346:...:...:.. .....:...:...:...:..:...:............... ...:... .......... ..:...:. .:...:...:346 18" INV N= 18" INV S -E=. 18". INV E -W= . 342.67 .342. . 342:x. 342:......:. .� :............ ..:...:. ..:...:. .:...:...:342 24" INV 'N= 24" INV N --S= 36" INV N= . 341.7. 24" INV S= 339.E • J `'�/ . 8 340.��j`'f . 48 INV E -W= •36" INV S= , 1 338. �8' 338:...:...:.. ...............�y. ....,...:...................:............ ....:... 5S .:.. 33;x.76. . :338 334:...:...:.. :...:. .:....8';N. 334 .INSTALL 1431 L.F: INSTALL •281 -L. F. $�..�to. � . • � INSTALL 711 L.F. . •6:' PVC :SEWER C� 1..g0% 8" PVC SEWER C�: 0.50%. �. .8" ,PVC :SEWER C�? 0.35% 330.* ...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...: s+Oo 10+00 11+00 12+00 13+00 14+00 15+00 SEWER --STORM DRAIN PROFILE 0 f5 00 wo x oa OZm ZZ BOL E Of JSE DRIVE a o o a ESHEE'T3 ��m raM D + H34' 90' uj 34 W co 13 CONSTRUCTION co z Lo "t t(') C`V N d' � N •�i- o6 6 00 00 oLo i.t._ l._ LL_ NOTES qE�3�VE PLAN VIEW STATIONING IS Z OU00r0..MEDRIVE INSTALL SEWER MANHOLE ALL SEWER LATERALS ARE 6" UNLESS. OTHERWISE NOTED. INSTALL SEWER ALL mET 3 INSTALL STORM DRAIN HORIZONTAL: 1'=50' VERTICAL: 1"=4' �°- M�� -~-►ow ��w ,~i�x �� tea_''. ar zz zz ©zz azz ocno �c~no ov~im cin vrin oZ= OZ= oz ZZ ZZ OQ U<+C �O� �Ud LUQ pOQ �� OQ O¢ m m M m 2 g �•- m m i7� OWi ci )� NN� �� 00 �0404 �� QOapZ 04 apLo 00 Co P oNO� + "f•�}-+� ++V' DOS �� tW� co co �(n _ � .... r- r- N) t� 11}17 Ll d• eh • � � •Uj �,y APFROXIMA TE DESIGN GRADE- q N x o; �© � • o 3vo : . . . : . �----- - . : �. :,��e;�� A'BOIiE SEWER: &.STORM DRAIN •ANA/N ---------------- m ��' . N Q"' � . . . . : � . : � -3, �C) 346:...:...:.. .....:...:...:...:..:...:............... ...:... .......... ..:...:. .:...:...:346 18" INV N= 18" INV S -E=. 18". INV E -W= . 342.67 .342. . 342:x. 342:......:. .� :............ ..:...:. ..:...:. .:...:...:342 24" INV 'N= 24" INV N --S= 36" INV N= . 341.7. 24" INV S= 339.E • J `'�/ . 8 340.��j`'f . 48 INV E -W= •36" INV S= , 1 338. �8' 338:...:...:.. ...............�y. ....,...:...................:............ ....:... 5S .:.. 33;x.76. . :338 334:...:...:.. :...:. .:....8';N. 334 .INSTALL 1431 L.F: INSTALL •281 -L. F. $�..�to. � . • � INSTALL 711 L.F. . •6:' PVC :SEWER C� 1..g0% 8" PVC SEWER C�: 0.50%. �. .8" ,PVC :SEWER C�? 0.35% 330.* ...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...: s+Oo 10+00 11+00 12+00 13+00 14+00 15+00 SEWER --STORM DRAIN PROFILE 0 f5 00 wo x oa OZm ZZ BOL E Of JSE DRIVE a o o a ESHEE'T3 ��m raM D + H34' 90' uj 34 W co 13 CONSTRUCTION co z Lo "t t(') C`V N d' � N •�i- o6 6 00 00 oLo i.t._ l._ LL_ NOTES ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS. OTHERWISE NOTED. � INSTALL SEWER MANHOLE ALL SEWER LATERALS ARE 6" UNLESS. OTHERWISE NOTED. INSTALL SEWER ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. INSTALL STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER ® lNSTAfl STORM DRAIN MANHOLE FLOWLiNE ANDA 2.25' MIN. -- T MAX. OF COVER AT THE PROPERTY LINE. D INSTALL STORM DRAIN JUNCTION BOX M CONDUIT FOR FUTURE OIL PIPELINE FACILITIES TO BE CONSTRUCTED PER STREET � INSTALL TYPE "A" CATCH -BASIN w IMPROVEMENT PLANS. >? RIGHT -OF --WAY - - EXISTING SEWER ISL a p _EX S ---EX S.D. EXISTING STORM DRAIN O �5'�6'� w © CJ EXISTING EDGE OF PAVEMENT D Z CJ Z S.D. STORM DRAIN STATION S.S. SANITARY SEWER STATION 0.11% 18" INV E_ :ONSTRUCT 27t L.F. 8" CL -3 RCP w/RGJ NORM DRAIN 0 CONSTRUCT 17t L.F. 1$" CL -3 RCP w/RGJ STORM DRAIN 0 i Q Q N w � a w w r w w � >? Q ISL a p m w O �5'�6'� w © CJ D Z CJ Z 0.14% 18" INV E -W= 342.E ZZ 3 18" INV E -W4 342.29 342.31 24" INV N -S= 18" S.D. INv=/j 341.E 342.29 71 8" SWR INV= 338.65 STORM DRAIN SECTION ns N.T.S. ST r RW STORM RAIN SECTION " RCP w/RGJ STORM DRAIN ®0.11% >TRUCT 451 L.F. 18" CL -3 RCP w/RGJ ORM DRAIN 0 8" SWR INV= 339.62 BY= FRED W. STA S.D. 11+07.43 N•T•$• REVISIONS APPROVE FRED W. PORTER DATE RCE 33448 r 1) L44. 2-11--15 MARIAN P. SHAW DATE RCE 32178 RECORD DRAWING fbz fwG\SE 1 4*J=-y V � Z 0-) In (t5 O W z Eo W • M Q >CD U O � ,X ILO 06 ZQ m u` Q W m N _Z � o � tniv Z +.. M �-- N cfl Qw O 0C14 PORTER, RCE 33448 EXP. DATE PLU^v STUB 18" INV W= 342.33 CONSTRUCT 171 L.F. 18" CL -3 U LL dp�UO w0 J zpOvai� wz Wrd- cwi�mw�ti }}H0 w JFO��iiO4 z U N z �Y 71, 01 0 �ai��$�>mr`nQ zww�UOU�¢»� w20wdw� z r U o o w o_ �a00�wUmuwi��j o¢mw cnwawuUaZ�m�pzO ��Ot°fiQ�4�. ww?->�? OTT�a Qnwaa-'�wzzq J O O ya Q� w� Z O d z�pwow<C�-oo 4 u. 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OTHERWISE NOTED. ' 11 �-- t, I1 I•- M ^U 4k ^(� F-_ I1 V I 11 F-- co ^U (1 F - �rU I t- 0 UO 1-- U� I U ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. Fm_ .J INSTALL STORM DRAIN -! cL SEWER LATERALS ARE TO a�� MINIMUM OF 2.5' OF COVER AT GUTTER _j_ �� _ -'�� INSTALL STORM DRAIN MANHOLE F-= Xocuj 7' MAX. 1-= -' x _ as Q =.J a FACILITIES TO BE CONSTRUCTED PER STREET (.L O INSTALL TYPE "A" CATCH -BASIN idea z IMPROVEMENT PLANS. V)0 z a� =Uoa.o►- 0 oz —1 ov'i ozz: 000 J o~no _EX S ovv)im Li-�LA_ V)a V)0 —EX S.D. 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INV N -S= 34T.96 . 36" INV N-- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34. . . . : . 24. INV S= . . .339.70 4 340.70 48 INV E -W= 36" INV S= 338.70 338:...:...:.. :...:...: :.. zb� L 33 76 ...:338 c ........... ...................... ..... ........................ ......�. ................ 334: :... _ .. :...:...:...:...:...:. :...:...:...: :...:...: - ..... 1$" w-. 8., 1� ... .........:334 INSTALL 143± L.F. INSTALL •281± -L.F. 334 p5 34. 2\ INSTALL 71.1 L.F. 6" PVC'SEWER @ 1.50% 8" PVC SEWER @'0.50%' 8" PVC'SEWER @ 0.35% 330:..... ...:...:...:.......................................................:............................ 9+00 10+00 11+00 12+00 13+00 14+00 15+00 SEWER -STORM DRAIN PROFILE CONSTRUCTION NOTES ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLES.S. OTHERWISE NOTED. N Q INSTALL SEWER MANHOLE ALL SEWER LATERALS ARE 6" UNLES.S. 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INV= 342.31 STORM DRAIN @ 0.11% 342.29 8" SWR INV= 338.65 STORM DRAIN SECTION ,•.. N.T.S. ST c RW PLUG STUB 18" INV W= 342.33 CONSTRUCT 17± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.11% L__§: W= STORM DRAIN SECTION STA S.D. 11+07.43 N.T.S. ISTRUCT 45± L.F. 18" CL -3 RCP w/RGJ NORM DRAIN @ 0.13% PLUG STUB U Wv Lo N d- Lo N M 8OU � Li ;, � g 8z N -t cn O N d' w=0w awaiU�� O N o6 o6 gad�a�Owv-0 nom: 06 od c=n m X < �o U 2C7pQR6203 p2S i UL 0 n- ww�W�v-=aia (�� "� Z tIT �wQwcoIx�►-cn0 <zaw0 oz6m ¢ W ..+'cU W u�") u -z-� cn►_ oo�Q'wwz©¢ ,.�x N M W Z N O ' z�Q W pwQOo L w t✓- w T � � � � fly N Hi'< W W opWwW aza�w>ptn� z w w r. N to Lo (.L O U-nw'wwp6LL > U 9 CV O z_,o}ou.�g=� a� =Uoa.o►- _! —1 Ju- � >aLL6 .J J w W Ca tt Zg'w Ed fQ >>=wt--v,pco Om(0 U' � zwW m Li- Li-�LA_ z mCL U w O vi �5 �'_`6'� w 0 m U —, 0 Z �--� 0 Z r.-.-, :ONSTRUCT 27± L.F. 8" CL -3 RCP w/RGJ NORM DRAIN @ 0.14% 18" INV E -W= 342.27 18" INV E -W=\ 18" INV E-W� CONSTRUCT 17± L.F. 18" 342.29 24" INV N -S= CL --3 RCP w/RGJ 341.77 18 S.D. INV= 342.31 STORM DRAIN @ 0.11% 342.29 8" SWR INV= 338.65 STORM DRAIN SECTION ,•.. N.T.S. ST c RW PLUG STUB 18" INV W= 342.33 CONSTRUCT 17± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.11% L__§: W= STORM DRAIN SECTION STA S.D. 11+07.43 N.T.S. 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