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HomeMy WebLinkAbout5.2-12062 Ph 2REVIEWED BY: ASSISTANT PUBLIC WI STUART J. PATTESON APPROVED BY: I �G - DIRECTOR, CITY OF BAKERSFIELD 44898 PUBLIC WORKS DIRECTOR, CITY NICOLAS FIDLER RCE 61069 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET AND STOCKDALE RANCH DRIVE. ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2 BASIS OF BEARINGS: THE BEARING OF NORTH 89'27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. LEGAL DESCRIPTION: ALL THAT PORTION OF PARCELS 1 AND 3 OF PARCEL MAP 12062-2 PER MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 153 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO LYING IN THE NORTH HALF OF SECTIONS 3 AND 4, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE "Ilk 0014 0 FAA'l TkMJ WOTAM ML :00 1 maw ON I N:l 0 111 ,SHEET No. INDEX O TITLE SHEET Q GENERAL NOTES TEMPORARY SUMP DETAIL (D HEATH ROAD (SOUTH OF STOCKDALE HIGHWAY) @ HEATH ROAD (NORTH OF STOCKDALE HIGHWAY) © STOCKDALE RANCH DRIVE ND GFQX SHEET INDEX NUMBER Q SS#12 SEWER MANHOLE W/NUMBER © CO#12 0 8w ® S0#12 48"4 STORM DRAIN MANHOLE d SD#12 60"4 STORM DRAIN MANHOLE ,21, 09#12 €a 10" SEWER MAIN PROPOSED SEWER MAIN LF pJ —S— EXISTING SEWER MAIN —SD— K `a^ STOCKDALE HIC14WAY V a � o _ P.V.C.- POLYVINYL CHLORIDE 7 = APPROXIMATE LENGTHS, CONTRACTOR SAWCUT SHALL VERIFY ALL LENGTHS PRIOR TO LF HU L BERRY ¢ R.G.J,- RUBBER GASKET JOINT CH- CATCH -BASIN W TRACT p PROJECT, SITE Q �2 BOT BR SIT G� TW ..1.,. U IACAN _ NORTH HALF OF SECTION 3 ONEFLOWER NORTH HALF OF T.30S., R.26E. H BEACASTER Ll _N_ SECTION 4 T.30S., R.26E. T KERN COUNTY WATER AGENCY VICINITY MAP NO SCALE "Ilk 0014 0 FAA'l TkMJ WOTAM ML :00 1 maw ON I N:l 0 111 ,SHEET No. INDEX O TITLE SHEET Q GENERAL NOTES TEMPORARY SUMP DETAIL (D HEATH ROAD (SOUTH OF STOCKDALE HIGHWAY) @ HEATH ROAD (NORTH OF STOCKDALE HIGHWAY) © STOCKDALE RANCH DRIVE ND GFQX SHEET INDEX NUMBER Q SS#12 SEWER MANHOLE W/NUMBER © CO#12 SEWER CLEANOUT W/NUMBER ® S0#12 48"4 STORM DRAIN MANHOLE d SD#12 60"4 STORM DRAIN MANHOLE ,21, 09#12 CATCH BASIN W/NUMBER 10" SEWER MAIN PROPOSED SEWER MAIN LF PROPOSED STORM DRAIN —S— EXISTING SEWER MAIN —SD— EXISTING STORM DRAIN TMH- TOP OF MANHOLE ELEVATION .- INV.- PIPE INVERT ELEVATION (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) P.V.C.- POLYVINYL CHLORIDE 7 = APPROXIMATE LENGTHS, CONTRACTOR SAWCUT SHALL VERIFY ALL LENGTHS PRIOR TO LF BIDDING THIS PROJECT R.C.P.- REINFORCED CONCRETE PIPE R.G.J,- RUBBER GASKET JOINT CH- CATCH -BASIN MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. LF SEWER 548 LF 21" SEWER MAIN 363 LF 18" SEWER MAIN 296 LF 10" SEWER MAIN 1,020 LF 8" SEWER MAIN 472 LF 8" SEWER MAIN (LATERALS) 474 LF 6" SEWER MAIN 90 LF SEWER MANHOLES (PVC LINED) 2 EA SEWER MANHOLES 7 EA SAWCUT 132 LF STORM DRAIN 30" R.C.P, STORM DRAIN 171 LF 24" R.C.P. STORM DRAIN 548 LF 18" R.C.P. STORM DRAIN 301 LF TYPE "A" CATCH BASINS 4 EA 60"4 STORM DRAIN MANHOLE 2 EA 48"4 STORM DRAIN MANHOLE 3 EA OUTLET STRUCTURE (TEMPORARY) 1 EA TEMPORARY SUMP CHAIN-LINK FENCE 715 LF STREET IMPROVEMENTS WILL BE COMPLETED AT A LATER DATE BY SEPARATE STREET PERMIT OPEN STREET PERMIT NM 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, NO GTY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. PARCEL 4 i 1 L.L.A. NO. 4-14 ss#e 1 TENTATIVE I PARCEL 5 PARCEL MAP 122011 c'r I v v PARCEL 1 o_ o_ I EX SSMH �I - ' I I STOGKDALE1_HIGHWAY ------------ —— — — — — — — EX co 14 PARCEL 3 P.M. NO. 12062-2 I I��YsD#2 TSTOfpAL� H DRIVEv 7 D y� e-_ FU_RE-----_— _e / / PARCEL 1 P.M. NO. 12062-2 3 / TRACT 7317 TEMP SUMP (PHASE 5) PARCEL 3 FUTURE /1� // EX 9sNH yA ' EX ssuH P.M. NO. 12062-2 LIFT STATION// (FUTURE PARK SITE) / / // / � �, EXSSMH TRACT 7317 q�f (PHASE 6) (F�jS71wo '- ■,J / / KEY MAP SCALE: 1'=200 m wow Woo mw `O�,n 8Nz o�R y�y1Z-��r�Z�i mxwa r_ oaai'i�� V .amw SLL zC$ F Z t O'F g ROH p 2 U O a'0o or fa Fwz ZP95, amS G �og��Noz� F O(9Ng 'uS OZ m MT ow,L.Oz a2��wU9< z�m$i mrs�r� m�U�j�N�w T09 5;{gg �m 8`�ad'� O O O 0wn<2N�J E O 02U ? N g 0 Ua�OVI �tJi1�UU FG w mL]Op0=p ww oao¢¢Z�w K w Q w O w U 2 � NjaoC) aoov � - .�, aYaZzE U�CJ i L�g^vo n �~4wU5 W N4�1- 2 � VmKWKNw� >z v� w ZOw'4�ciQ0 4.�0p N=J _ zaQ-�aviFa z N�oWZNK� SwS w } w ¢ O O W I -O V?O'_O UU I MISRWNDSERVICEALERT OFWHERNCALIFORMA BgFORE y� v O Vy O, s u s A e e. TpOgtlUNO bERVE GE P�`e DIAL TOLL FREE 1.MZ27.2600 AT LEAST TWO DAYS &TORE YOU DIG STREET C 0 11 SHEET 11 SHEETS dzN Ido c� L W J W Q va U W W Q TW ..1.,. 11 SHEET 11 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT 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 PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY 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 RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 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 AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 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. CONNECTION SEAL TO PVC LINED SEWER LINE OR MANHOLE 1. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. 2. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION. THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED TO THE PVC BOOT WITH SIKA 449/203 PRIMER AND SIKA FLEX to SEALANT OR AN APPROVED EQUAL. 3. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGGLY TO THE OUTSIDE WALT. OF THE CONNECTION. 4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATIONS. 5. THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP. 6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. 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 OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF 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 EROSION SEDIMENTATION & DUST CONTROL AN PLAN STORM WATER POLLUTION PREVENTION L D PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM 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 SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS 811) PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. 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. 16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. COB SEWER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIM51ON 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 INCLUSION$ 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. 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 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 -i, 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 e IN DIAMETER EXCEPT AS NOTED ON PLANS. B. 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, 11. COMPACTION TESTS SHALL BE THE RESPONSISIUTY 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. 12. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. :OB STORM DRAIN NOTES I. 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 076) 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. CONCRETEPIPE SHALL BE LAID 1N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 Q 5 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASK TED 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 SLATED, 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 1a 7. COMPACTI0 N 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. (a)C.M.P. PIPE RISER DETAIL 2 NO SCALE 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- o f o ; -_------- 20' I- THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. 3 (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, THEREOF UNLESS OTHERWISE NOTED) '_I1 12 CITY STO. No. DESCRIPTION o a CITY STD. No. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ❑ SW -3 PAVEMENT PATCHES ❑ D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ® SW -4 MANHOLE, TYPE "A" ❑ D-9 PIPE SADDLE DETAIL 0 SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D-10 SIDEWALK UNDERDRAIN ® SW -6 6" CLEAN OUT D-11 DRAINAGE BASIN ® SW -7 HOUSE CONNECTION WITH VCP SADDLE D-12 CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP ® D-13 CHAIN LINK GATES ❑ SW -10 SAND TRAP 0 D-14 CATCH BASIN TYPE "A" ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D-15 CATCH BASIN, TYPE "A-1" ❑ SW -12 SEWER LIFT STATION VALVE BOX ® D-16 GUTTER DEPRESSIONS ❑ D -I INTENSITY VS. DURATION CURVES ❑ D-17 JUNCTION BOX ❑ D-2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ D-18 MANHOLE, TYPE "B" ❑ D-3 CHANNEL PROTECTION ❑ D-19 DRAINAGE WELL, TYPE "8" ❑ 0-4 CHANNEL PROTECTION ® ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ❑ D-5 RIGHT OF WAY FOR NATURAL CHANNELS ❑ ST -6 DATED 1/11/99 PAVEMENT PATCHES B TYPICAL SECTION 2 -_. N .S vR C TYPICAL SECTION k. S M 49.5 FG Tr__'1T Y 49.5 tiff i ! R=1552' ! ! I ! ! R=1584' .N - hz"mw u,zwa Z O Wmww �u f!'.a�o orcE�eeBo LLI _z E w¢ig mi��m Olh ww�wygMzmw Z w€" ��� Q > Ucl , oP n <¢-,� z q,w� s,� _ to ¢Q�x Fak��iz V 'O fXo �¢o3�3oz>m 0 (4)06 A=Q �za Vam VJ aLL B 3om3pz O�n ,y. Q� 0!m N lu o ao zd z> Z m O 6 LU mco ry T'9 U) N QLL1=--W>U¢p z�wzao� EOO NE ® N NEI- a. S¢ a W W n 4! �H��c`n'oWWao�� C.. �pwUN�S „w',W w,w��>y�rcw � am ----------------------------------------- J_--R=1572' ----------------------------------------J_^^R=1572' 49.5 1 T- I F rt - 1 I I 1 I 1 I I r ` P I I _ M ACCESS CN I / I 43.24 k12' . I BOTTOM OF BASIN=339.3 >___-----� HIGH WATER ELEVATION=347.3 2.1 VOLUME REQUIRED=2.71 AC. FT. VOLUME PROVIDED=2.74 AC. FT.. SIDE SLOPES 2:1 MAX (U.NA.) L I I t- 1 I I 1 2 1 t .. o "s, L_73.P _ 2 6 - I 49.5 STS ® ! R=1488' - L I I J FG �� , I\`�� a _ CKDALE RAN I H DRIVE _L-826' 4FC9.5 -� el1 1 I ------------ - - -_' �^O L=1---3--�� ., _ _-�u,Lvr�S�w®-Fyuti*t"• I Int Iwe MIN - R=1456' --- K ,� tCo,�l d --- I `I• ❑9 & 4 -4G�a "! �iJve y'� /Ba ii'brvl 1 I CONSTRUCTION NOTES (THIS SHEET ONLY) LIST OF ABBREVIATIONS (THIS SHEET ONLY - - - li I ED CONSTRUCT 6' CHAIN-LINK FENCE (NO SLATS OR CURBING) PER C.D.B. FG = FINISHED GRADE FL = FLOWLINE I STD. DWG. D-12. NG = NATURAL GROUND EP = EDGE OF PAVEMENT 2❑ CONSTRUCT 14' WIDE DOUBLE GATE PER C.O.S. STD. DWG. D-13. U.N.Q.= UNLESS NOTED OTHER1MSE 1 ® INSTALL D50 8" RIP -RAP. MAX = MAXIMUM - 1 1 TEMPORARY FLOWAGE AND DRAINAGE EASEMENT TO THE CITY OF BAKERSFIELD PER DOCUMENT NO. 218153773 O.R. I [] CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DWO. 0-11. 1 N1 PROPOSED EDGE OF PAVEMENT 1 D STREET RIGHT-OF-WAY DEDICATION PER PARCEL MAP 12062-2 AS PER 1 MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGES I 153-157 IN THE OFFICE OF THE KERN COUNTY RECORDER. I ® PUBLIC U nU nES EASEMENT DEDICATION PER PARCEL MAP 12062-2 AS PER MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGES 153-157 IN THE OFFICE OF THE KERN COUNTY RECORDER. ------------------------------------- AUT uRe DRI�EWA Y / S 1- o f o ; -_------- 20' 2 N I i 3 a w z w �i '_I1 12 W v LL w a o a 1 0 L I I t- 1 I I 1 2 1 t .. o "s, L_73.P _ 2 6 - I 49.5 STS ® ! R=1488' - L I I J FG �� , I\`�� a _ CKDALE RAN I H DRIVE _L-826' 4FC9.5 -� el1 1 I ------------ - - -_' �^O L=1---3--�� ., _ _-�u,Lvr�S�w®-Fyuti*t"• I Int Iwe MIN - R=1456' --- K ,� tCo,�l d --- I `I• ❑9 & 4 -4G�a "! �iJve y'� /Ba ii'brvl 1 I CONSTRUCTION NOTES (THIS SHEET ONLY) LIST OF ABBREVIATIONS (THIS SHEET ONLY - - - li I ED CONSTRUCT 6' CHAIN-LINK FENCE (NO SLATS OR CURBING) PER C.D.B. FG = FINISHED GRADE FL = FLOWLINE I STD. DWG. D-12. NG = NATURAL GROUND EP = EDGE OF PAVEMENT 2❑ CONSTRUCT 14' WIDE DOUBLE GATE PER C.O.S. STD. DWG. D-13. U.N.Q.= UNLESS NOTED OTHER1MSE 1 ® INSTALL D50 8" RIP -RAP. MAX = MAXIMUM - 1 1 TEMPORARY FLOWAGE AND DRAINAGE EASEMENT TO THE CITY OF BAKERSFIELD PER DOCUMENT NO. 218153773 O.R. I [] CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DWO. 0-11. 1 N1 PROPOSED EDGE OF PAVEMENT 1 D STREET RIGHT-OF-WAY DEDICATION PER PARCEL MAP 12062-2 AS PER 1 MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGES I 153-157 IN THE OFFICE OF THE KERN COUNTY RECORDER. I ® PUBLIC U nU nES EASEMENT DEDICATION PER PARCEL MAP 12062-2 AS PER MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGES 153-157 IN THE OFFICE OF THE KERN COUNTY RECORDER. ------------------------------------- AUT uRe DRI�EWA Y / --------t A TEMPORARY SUMP DETAIL 2 SCALE 1"=20' .5E 1 L66� NO. W S 1- 1 IN a 3 a w z w �i 12 W v LL w a o a 1 0 --------t A TEMPORARY SUMP DETAIL 2 SCALE 1"=20' .5E 1 L66� NO. W S 1- a a w z w �i 12 W v LL w a o a z 0 a 11/27/20181 2 OF 5 SHEETS CONSTRUCTION NOTES UNE N D INSTALL SEWER MANHOLE w/CMP RISER PER DETAIL L2 N80`3fWW © INSTALL SEWER CLEANOUT w/CMP RISER PER DETAIL2 L4 S78V5'38'E vi INSTALL SEWER L6 N4079'11`W L7, INSTALL STORM DRAIN ® INSTALL 48'6 STORM DRAIN MANHOLE w/CMP RISER PER DETAIL 14 Q INSTALL 60'4 STORM DRAIN MANHOLE w/CMP RISER PER DETAIL e INSTALL TYPE "A" CATCH -BASIN -- -- - --µ RIGHT-OF-WAY _EX S— EXISTING SEWER ---EX SD-- EXISTING STORM DRAIN /h EXISTING EDGE OF PAVEMENT U z SD STORM DRAIN STATION 14 5' z SS SANITARY SEWER STATION {FI ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 8" UNLESS OTHERMSE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 25' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE, SEWER STUBS SHALL TERMINATE 4' MIN, BEYOND R/W (TYPICAL) ® STREET RIGHT-OF-WAY DEDICATION PER PARCEL MAP 12062 AS PER MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGES 153-157 M THE OFFICE OF THE KERN COUNTY RECORDER. © 6' WDE P.U.E. PER PARCEL MAP 12062 AS PER MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGES 153-157 IN THE OFFICE OF THE KERN COUNTY RECORDER. O N UNE N L1 W L2 N80`3fWW 0 E L4 S78V5'38'E vi V9'47'40'E L6 N4079'11`W L7, 6 14 i i CONSTRUCT 21.9± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 9.45% t V" INV N -S=/ 10` SWR INV= `CONSTRUCT 54.61 LF. 10.84 338.21 18" CL -3 RCP w/RGJ STORM DRAIN 0 3.65% r -A1 STORM DRAIN SECTION N.T.S. 10" SWR INV= -CONSTRUCT 56.8# L.F. 338.5± 18' CL -3 RCP w/RGJ STORM DRAIN ® 0.18% STORM DRAIN SECTIQ N.T.S. J LINE_ TABLE UNE N L1 W L2 N80`3fWW 0 E L4 S78V5'38'E vi V9'47'40'E L6 10" SWR INV= -CONSTRUCT 56.8# L.F. 338.5± 18' CL -3 RCP w/RGJ STORM DRAIN ® 0.18% STORM DRAIN SECTIQ N.T.S. J LINE_ TABLE UNE BEAPoNG L1 579'47'40"E L2 N80`3fWW 0 579'4140'E L4 S78V5'38'E vi V9'47'40'E L6 N4079'11`W L7, N4079'11`W U z � 14 5' z o of cS CONSTRUCT 23.7± L.F. i I i 18" CL -3 RCP w/RGJ I STORM DRAIN 0 LO7% I 10" SWR INV= -CONSTRUCT 56.8# L.F. 338.5± 18' CL -3 RCP w/RGJ STORM DRAIN ® 0.18% STORM DRAIN SECTIQ N.T.S. J LINE_ TABLE UNE BEAPoNG L1 579'47'40"E L2 N80`3fWW 0 579'4140'E L4 S78V5'38'E L5 V9'47'40'E L6 N4079'11`W L7, N4079'11`W SEWER AND STORM DRAIN PROFILE .352 .348 .344 .340 :336 STREET PERMIT NO. 5.2-12062 C.O.B. RECORDS NO. m a 0 U z U) d ) el (Lmi) O UJ S E W - M > CSD UCYto i0 0w U)m " UL U) a N N 06 Z o �r n N W w co w "' O to N Q_ L OF 5 SHEETS N W LL CL WW z Z W W h � W OF 5 SHEETS CONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE w/CMP RISER PER DETAIL e 0 INSTALL SEWER CLEANOUT w/CMP RISER PER DETAILD 7 INSTALL SEWER 0°m INSTALL STORM DRAIN >y 0 INSTALL 48"0 STORM DRAIN MANHOLE w/CMP RISER PER DETAILD ® INSTALL 60"0 STORM DRAIN MANHOLE w/CMP RISER PER DETAIL 2 v� INSTALL TYPE "A" CATCH -BASIN w a — - - — RIGHT-OF-WAY _FX S EXISTING SEWER —EX SD— EXISTING STORM DRAIN dr '7u EXISTING EDGE OF PAVEMENT SO STORM DRAIN STATION SS SANITARY SEWER STATION Q M 0= w W S �UJ Q W W N 2 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 8" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWUNE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE, SEWER STUBS SHALL TERMINATE 4' MIN. BEYOND R/W (TYPICAL) ® STREET RIGHT-OF-WAY DEDICATION PER PARCEL MAP 12062 AS PER MAP FILED MARCH 7, 2017 M BOOK 60 OF PARCEL MAPS AT PAGES 153-157 IN THE OFFICE OF THE KERN COUNTY RECORDER. - © 6' WIDE P.U.E. PER PARCEL MAP 12062 AS PER MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGES 153-157 IN THE OFFICE OF THE KERN COUNTY RECORDER. STOCKDALE HIGHWAY (BY SEPARATE PLANS) I nn uu IIA AN Au IW IIW Ila u WA AA I nW LOT "A" L.L.A. N0. 4-14 C.O.C. RECORDED 9/12/2012 DOC. NO. 214111386 O.R. iFING R/W PER DOC. 214096272 O.R. rR/W __'�A001TIGNAL R/W DEDICATION PER P.M. NO. 12201 FINAL MAP INSTALL 591TL –13' PVC SEWER 0 0.70% (PLUG END) a —1 + Nb0'3T26"E I �— CE HEATH ROAD i i I INSTALL 25± L.F. - ——� � 8" PVC SEWER 0 0.70% (PLUG END) 2_____-__ -__________- HEATH ROADHORIZONTAL: 1"=50' VERTICAL: 1"=4' INSTALL 203.8± L.F. INSTALL 205.03 L.F. !- 8" PVC SEWER 0 0.35% �T S" PVC SEINER 0 0.359- ... _ _. 352 .................................................. ......... IF\$N ......VIII( ..............,............. �� .............352 .. ....................: . "------- 1�__ ____'_A�___° ___E_�__ A._.__ E�_____+ ____________. _-__�__._-__�___. _ ._. _�_ _--_: -- 'N ' PPRDX/MATE OESYGN GKAD 4- w AB W S NER M /N 340:-7 ........................... :—- _ _ _ — — Ex:a"Nv ...:...:...:...:...: ?� .. .:...:...:...:...:...:..a^....#2 :...:... 2 340 . . 340.74). �a bh Jvj . - EX15TINO 8" SEWER MAIN PER 'APPROVED "SEWER . . . . . . . . . . . . . . . . . . . . . . . . . . . BORE PLANSHEATH ROAD-STOCKDAEE HIGHWAY" . PREPARED BY PORTER & ASSOCIATES, 'INC. AND APPROVED ON 6-20-2018 BY THE CITY OF 336 . . . . . . . . . . . . . . . . . . . . . . . BAKERSFIELD, PUBLIC WORKS, DEPARTME,NT.. . . . . , . . . . . . .. . . . . . . . . . . . . . . . . .336 .......................................................... 17+fl0........... 18+00 19+00 20+00 21+00 22+00 '23+00 24+00 25+fl0 26+00 SEWER MAIN PROFILE 1 iaa �gH Qa a w� w z � w 0 �f x 3 o�ox wawa Iyrw�O yp 9 0 0 U z O W z E o ti Wm Oa CALL t9 z x Qw°°N 06 y $ o n N L,I„ I W r F -1 c41 w O 01 c"I ®^�1 /Q� m} M 6 LL A F y4Q 1p 7 a 0°m >y w w N 11J O U. O w a /Q� m} M A y4Q 1p 7 DATE PA JOB No. 1 I/27/2018 3059'I 4 OF 5 SHEETS PARCEL 3 �� o SEETH ROAD o $ P.M. NO. 12062-2 � I' SNEET 3 s o 90• I o I I I J4'+ nw od 47 I I iS84-56'55"E INSTAL I \ 1 1- 49 B" PYC SEIYE'R t L.F, iALO0ENp 0.508 I 49f5Z77 so 3j37 / Q� T WIDE SEE DETAIL Z ( e Pvc c, 1PLUg �✓D) L ` 11 I Ji PARCEL 3 9 21, _5 T WOE 23• P.M. NO. 12062-2 l"�" 1 t 114' 3' �a2 (FUTURE PARK SITE) �� T R/W (By DRIVEAPARK � � PARCEL 3 op a $Ep P.M. NO. 12062-2 +b ABATE PLANS) moa W (FUTURE LIFT STATION) ;� 1� .... 1�' 11�1;­ 11''I'll 1 07, miwL PARCEL 1 P.M. NO. 12062-2 B �- ` \ NN• sz \ �S3g's , ss UNE I _ BEARING Lt I CONSTRUCTION NOTES N1423'14'E (2) INSTALL SEWER MANHOLE w/CMP RISER PER DETAILD2 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. © INSTALL SEWER CLEANOUT W/CMP RISER PER DETAIL 2 ALL SEWER LATERALS ARE 8" UNLESS OTHERWISE NOTED. INSTALL SEWER 1 %\ ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. INSTALL STORM DRAIN \ ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A p 225' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. SEWER STUBS SHALL TERMINATE 4' MIN. +PD INSTALL 48"0 STORM DRAW MANHOLE w/CMP RISER PER DETAIL BEYOND R/W (TYPICAL) QD INSTALL 60"0 STORM DRAIN MANHOLE w/CMP RISER PER DETAIL D ® STREET RIGHT-OF-WAY DEDICATION PER PARCEL MAP 12062 AS PER MAP FILED MARCH 7, 10 2017 IN BOOK 60 OF PARCEL MAPS AT PAGES 153-157 IN THE OFFICE OF THE KERN v� INSTALL TYPE "A" CATCH -BASIN COUNTY RECORDER. — - - — RIGHT-OF-WAY ® 6' WIDE P,U.E. PER PARCEL MAP 12062 AS PER MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGES 153-157 IN THE OFFICE OF THE KERN COUNTY RECORDER. — S EX — EXISTING SEWER --EX SD--- EXISTING STORM DRAIN EXISTING EDGE OF PAVEMENT 24" INV �W= SD STORM DRAIN STATION SS SANITARY SEWER STATION 341.00 m = PARCEL 1 P.M. NO. 12062-2 B �- ` \ NN• sz \ �S3g's , ss RANCH DRIVE TRACT 7317 (PHASE 6) I � INSTALL �105.2± LF, INSTALL 362.73 L.F. �I / 10" PVC SEWER 0 0.199. 21` PVC SEWER 0 0.07% /\ ` �INSTALL 247,6t L.F. 18" PVC SEWER 0 0.11% O1 r� K 2 � �T w �+{ i.C> w' �YJ vI` A C9 2m ��$'IS p _ N- w u < qq O! J O N�[5'= i= O N= Z 2 N Ci N wm 0. v_ p0 OO C50 U Ooh i. 1.•V �q o �� 8 APPROXIMATE DESIGN GRADE HORIZONTAL: 1"=50' �+ N a 0 $+ + '�+'H. s wW c �u1O, mm :3 ABOVE .i�WER AND STORM DRAIN VERTICAL: 1"=4' $'p �o 356 ................ ........ _ . N ¢... ....... ... ... ... ...----------------------- -y --- -- �� .h� 356 . �QI ............. 0.. _r-- ........... .... 352 :...:. .:...... .:...:...:. 1 . r y .. .,�. .'.....:...:...:...:.......:.......... ..... 352 - .. ..-. . ---. -.....:..........:...:...:...:... ...:. . �� a�eV��- moo. r sy h 11 348 :...:...:...:...:...:...:.. :.„.:...:..... .. ..............: .:.............................. .......... it 348 ...........: .. .......:...:.................. 344, ....... ................ . .. ......:...:... .........................:.......:.. ....... 344 I III 6,. ..... ....... ............... 30 INV- 340 : - ..:.. 3 9 77 ! 1..:340 m, BOTTOM_. 333_30 -----'- '0p� NOTE* VERIFY EXISTING. LOCATION AND ELEVATIOR 30” INV N -W= - 10" INV W= IN FIELD. PRIOR TO CONSTRUCRON AND NOTIFY 339,87. 337.12 , ENGINEER IF THERE ARE ANY DISCREPANCIES . .. -1:1 336. ...:...:...:...:...:...:.. :...: 3 a, ............. -,336 1 I.i �4'G EX 21" INV- J� F (336.13 . INSTALL DROP CONNECTION s�.9+ _ - . PLR, C.O.B. $1D. DWG SW -3 - EXISTING 21'" SEWER MAIN PER APPROVED - ' . - "TRACT 7317 - STO*DALE RANCH DRIVE 332, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .-CONSTRUCTION. P SES."A° 'S'.PREPARED PAR . . . . . . . . 32 BYPOTSHA .ANC RE ED. . 3 INSTALL 951 L.F. - ( BY PORTER & ASSOCIATES, INC. AND APPROVED 30" 6L-3 RCPw GJ - ON 42-12-2017 8Y SHE CITY -OF BAKERSf1EL0 STORM DRNN . . . . . . . . ( _ _ _ .PUBLIC WORKS DEPARTMENT. . . . . . . . . 328- .... :...:....... ............. ................. ...:. ...... ...... .....:...:............... : ....:...:...: ..:... 328 �LuG FOR 324 . .. FUTURENGGONNEC170N. - 324 18" INV E_ . - .322.92, - - INV S=. . p� . 322.64 322.54 320:...:...:. 5v99es�-eYFzwdi "� .: ...320 47+00 r3`i7irr '�^ °` 49+00 50+00 51+00 52+00 53+00 54+00 55+00 we54 4-b avc)o ez<Lav, SEWER AND STORM DRAIN PROFILE yo dos, +0 $. -D �4.' 10.4± I ( I I 21" INV= 336.43 1 I) /'A SEWER MAIN SEC, ION N. INSTALL 461 L.F. PVC SEWER ® 0,13% PLUG END FOR FUTURE CONNECTION HEATH ROAD SEE SHEET 3 O � IIS I ma '' PARCEL 3 i P.M. NO. 12062-2 ---- e I d -_- _ N79' N79'47 40 W II II it S i! 4 HEATH ROAD SEE SHEET 3 LINE TABLE UNE I _ BEARING Lt I N085401"E L2 I N1423'14'E TRACT 7317 ' \ 1 %\ (PHASE 5) \ \ 348' ....... ...:...:........348 344 ............:...:. 10 .: ..:...........:....344 IV . , 18" INV N 3,3;09 PLUG END FOR FUTURE CONNECTION RANCH DRIVE TRACT 7317 (PHASE 6) I � INSTALL �105.2± LF, INSTALL 362.73 L.F. �I / 10" PVC SEWER 0 0.199. 21` PVC SEWER 0 0.07% /\ ` �INSTALL 247,6t L.F. 18" PVC SEWER 0 0.11% O1 r� K 2 � �T w �+{ i.C> w' �YJ vI` A C9 2m ��$'IS p _ N- w u < qq O! J O N�[5'= i= O N= Z 2 N Ci N wm 0. v_ p0 OO C50 U Ooh i. 1.•V �q o �� 8 APPROXIMATE DESIGN GRADE HORIZONTAL: 1"=50' �+ N a 0 $+ + '�+'H. s wW c �u1O, mm :3 ABOVE .i�WER AND STORM DRAIN VERTICAL: 1"=4' $'p �o 356 ................ ........ _ . N ¢... ....... ... ... ... ...----------------------- -y --- -- �� .h� 356 . �QI ............. 0.. _r-- ........... .... 352 :...:. .:...... .:...:...:. 1 . r y .. .,�. .'.....:...:...:...:.......:.......... ..... 352 - .. ..-. . ---. -.....:..........:...:...:...:... ...:. . �� a�eV��- moo. r sy h 11 348 :...:...:...:...:...:...:.. :.„.:...:..... .. ..............: .:.............................. .......... it 348 ...........: .. .......:...:.................. 344, ....... ................ . .. ......:...:... .........................:.......:.. ....... 344 I III 6,. ..... ....... ............... 30 INV- 340 : - ..:.. 3 9 77 ! 1..:340 m, BOTTOM_. 333_30 -----'- '0p� NOTE* VERIFY EXISTING. LOCATION AND ELEVATIOR 30” INV N -W= - 10" INV W= IN FIELD. PRIOR TO CONSTRUCRON AND NOTIFY 339,87. 337.12 , ENGINEER IF THERE ARE ANY DISCREPANCIES . .. -1:1 336. ...:...:...:...:...:...:.. :...: 3 a, ............. -,336 1 I.i �4'G EX 21" INV- J� F (336.13 . INSTALL DROP CONNECTION s�.9+ _ - . PLR, C.O.B. $1D. DWG SW -3 - EXISTING 21'" SEWER MAIN PER APPROVED - ' . - "TRACT 7317 - STO*DALE RANCH DRIVE 332, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .-CONSTRUCTION. P SES."A° 'S'.PREPARED PAR . . . . . . . . 32 BYPOTSHA .ANC RE ED. . 3 INSTALL 951 L.F. - ( BY PORTER & ASSOCIATES, INC. AND APPROVED 30" 6L-3 RCPw GJ - ON 42-12-2017 8Y SHE CITY -OF BAKERSf1EL0 STORM DRNN . . . . . . . . ( _ _ _ .PUBLIC WORKS DEPARTMENT. . . . . . . . . 328- .... :...:....... ............. ................. ...:. ...... ...... .....:...:............... : ....:...:...: ..:... 328 �LuG FOR 324 . .. FUTURENGGONNEC170N. - 324 18" INV E_ . - .322.92, - - INV S=. . p� . 322.64 322.54 320:...:...:. 5v99es�-eYFzwdi "� .: ...320 47+00 r3`i7irr '�^ °` 49+00 50+00 51+00 52+00 53+00 54+00 55+00 we54 4-b avc)o ez<Lav, SEWER AND STORM DRAIN PROFILE yo dos, +0 $. -D �4.' 10.4± I ( I I 21" INV= 336.43 1 I) /'A SEWER MAIN SEC, ION N. INSTALL 461 L.F. PVC SEWER ® 0,13% PLUG END FOR FUTURE CONNECTION HEATH ROAD SEE SHEET 3 O � IIS I ma '' PARCEL 3 i P.M. NO. 12062-2 ---- e I d -_- _ N79' N79'47 40 W II II it S i! 4 HEATH ROAD SEE SHEET 3 LINE TABLE UNE I _ BEARING Lt I N085401"E L2 I N1423'14'E waw m�� U vaa w 6a Z Lp 6'N€WN$jro NF �(O 0. $ Cn m Tow 0N I-� A`W is <`? r�r�� > a �oo.¢d'rw V = SYy 'deo SSPmw ® p` -d =gazSzg �L. N c/�) �w aOL2 `�f°w V/ Z N ,�,�(( W m tNo ZB�3THE1L ¢o oc W W d o . .912QH982 co rc W W w zscwioz o N �yzm1JZPzw'= O f0 m- H�K9 3 �o�¢w5P`z_ aw � L X08 �' mf om`wi'�j�a wdm 0 a `ya rtowg�g'= aa8o«'aE Y 0 i �o PARCEL 1P a P.M. N0. 12062-2 1S/D3M ' W 0 o ----------- _ _____-_ j ® / I (II Z Z N W (0 6F_ W CD 8 'N� Q i W a g m 0 HORIZONTAL: i"=50' 1i �+ VERTICAL: 1"=4' ® c) fn ® U U FUTURE DRIVEWAY ® I W z Q ¢ d � ° W INSTALL�ER L.F. INSTALL 79.2} L.F. o B" PVC SEWER 00.35%8" PVC SEWER 0 0.35%� `< g0day W< O 3 352......A.......,.m .RN.........a..+...352 0 _ (n DATE 11/27/2018 PA JOB No. 3059 SHEET 5 OF 5 SHEETS y. 348' ....... ...:...:........348 344 ............:...:. .: ..:...........:....344 . , 18" INV N 3,3;09 PLUG END FOR FUTURE CONNECTION . , 24" INV �W= 341.00 340:...:...:. 24INV s -E; PLUG END FOR 340.9D ...........................340 PLUG END FOR FUTURE CONNECTION FUTURE CONNECTION . s•, . 336: ....... ....... o�aa. .....esu :...: ' 336 . ... INSTAL 103. ± L.F. z4^ CL-3'RCP, : STREET PERMIT NO. 9+00 10+00 - 11+00 5.2-12062 SEWER AND STORM DRAIN PROFILE C.O.B. RECORDS NO. DATE 11/27/2018 PA JOB No. 3059 SHEET 5 OF 5 SHEETS