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1.2-6329 Ph 2 Rec Draw
GENERAL NOTES CITY OF BAKERSFIE.LD COUNTY OF KERN CALIFORNIA 1. 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 THE :3 RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 2. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE NTH CITY OF BAKERSFIELD DRAWING ST-6. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT j ID SHALL BE GIVEN 24 HOURS NOTICE (PHONE: 326-3049) 'FOR TESTING AND INSPECTION. 7F 5. DEWALT CORPORATION SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES [E vv IE 1 OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY DEWALT CORPORATION. 6. COMPACTION TESTS SHALL BE THE RESPONS191LITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 7. VMERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING FACIUTIESt THE CONTRACTOR SHALL, PRIOR TO �ISn'N�"c ONVEIY ON ()NLI ST OF ESTIMA D MATERIALS FACIUTY. - SHOULD THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT SHONNI ON 'ME LIST OF ESTIMATED MATERIALS PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. PHASE 2 PHASE 1 c%Li^u&i t► Tur pi ♦►e nAcirr% AM •VAII •&I C DCf%nDnc 8. UNDERGROUND FAVAullEa mmvvm 10 rAlal Ank- 0 THE CONTRACTOR SHALL. BE RESPONSIBLE FOR VERIFICATION, LOCATION, PROTECTION AND REPAIR (IF S PACHECO ROAD LA. dh 5 SEWER SW-1 SEWER LATERAL MARKER S-12 STANDARD CATCH BASIN 0 FOR P HASG 1 ONLY DAMAGED DUMG CONSTRUCTION) OF SAID FACILITIES. SHOULD UNDERGROUND FACIUTIES BE ENCOUNTERED STANDARD SEWER M.H.: 17'-20' DEEP 1 A. ST-6 PAVEMENT PATCHES S-14 GUTTER DEPRESSIONS STANDARD SEWER M.H.: 17'-20' DEEP 4 EA. 6" CLEANOUT 6 WHICH ARE NOT SH0WlN ON THE PLANS OR DEVIATE FROM THE LOCATION SHOWN, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER OF THAT FACILITY (IF APPROPRIATE) AND THE ENGINEER FOR POSSIBLE ITEM TYPE "A" MANHOLE W-7 PIPE BORE & CASING DETAIL 6" CLEANOUT QUANTITIES ITEM QUANTITIES amo u Con R IL DESIGN CHANGES. 10" P.V.C. SEWER MAIN 1,321 L. F. 8 P.V.C. SEWER MAIN 4i 1-96 L.F. 6CLEANOU T TYPE "B" MANHOLE TIE INTO EXISTING 9. 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL CONTACT UNDERGROUND 8" P.V.C. 6" P.V.C. SEWER SEWER MAIN MAIN 4,809 1,611 L.F. L.F. 6" P.V.C. SEWER MAIN 4" P.V.C. SEWER LATERAL S20F 59590 L. F0 L.F. - SHARKTOOTH PEAK DRIVE 20. SERVICES ALERT (1-800-227-2600) AND ARRANGE FOR FIELD LOCATION OF ALL EXISTING UNDERGROUND FACILITIES. 49' P.V.C. SEWER LATERAL 5,100 L.F. ER .H.: 6-8' DEEP STANDARD SEW M 6 EA* If LBERTp LOPEZ V • R, C t-:. 6, 02 & STANDARD SEWER M.H.: 6. 8' DEEP 9 8. UNDERGROUND FAVAullEa mmvvm 10 rAlal Ank- 0 THE CONTRACTOR SHALL. BE RESPONSIBLE FOR VERIFICATION, LOCATION, PROTECTION AND REPAIR (IF S 13 LA. Z)IANUAKU Z)�LMK M.N.: ia i o uttr 5 SEWER SW-1 SEWER LATERAL MARKER S-12 STANDARD CATCH BASIN 0 FOR P HASG 1 ONLY DAMAGED DUMG CONSTRUCTION) OF SAID FACILITIES. SHOULD UNDERGROUND FACIUTIES BE ENCOUNTERED STANDARD SEWER M.H.: 17'-20' DEEP 1 A. ST-6 PAVEMENT PATCHES S-14 GUTTER DEPRESSIONS STANDARD SEWER M.H.: 17'-20' DEEP 4 EA. 6" CLEANOUT 6 WHICH ARE NOT SH0WlN ON THE PLANS OR DEVIATE FROM THE LOCATION SHOWN, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER OF THAT FACILITY (IF APPROPRIATE) AND THE ENGINEER FOR POSSIBLE ITEM TYPE "A" MANHOLE W-7 PIPE BORE & CASING DETAIL 6" CLEANOUT QUANTITIES ITEM QUANTITIES amo u Con R IL DESIGN CHANGES. 10" P.V.C. SEWER MAIN 1,321 L. F. 8 P.V.C. SEWER MAIN 4i 1-96 L.F. 6CLEANOU T TYPE "B" MANHOLE TIE INTO EXISTING 9. 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL CONTACT UNDERGROUND 8" P.V.C. 6" P.V.C. SEWER SEWER MAIN MAIN 4,809 1,611 L.F. L.F. 6" P.V.C. SEWER MAIN 4" P.V.C. SEWER LATERAL S20F 59590 L. F0 L.F. - SHARKTOOTH PEAK DRIVE 20. SERVICES ALERT (1-800-227-2600) AND ARRANGE FOR FIELD LOCATION OF ALL EXISTING UNDERGROUND FACILITIES. 49' P.V.C. SEWER LATERAL 5,100 L.F. ER .H.: 6-8' DEEP STANDARD SEW M 6 EA* If LBERTp LOPEZ V • R, C t-:. 6, 02 & STANDARD SEWER M.H.: 6. 8' DEEP 9 EA. STANDARD SEWER M.H.: 9'-12' DEEP 6 EA. 22. EXP.' in Twr r*ry i numin riTy nr r.%", imm.Fin n qTANnApn nf*TAii R CURRENT Fni'"nON APPLY TO THESE PLANS.- PROFILE METROPOLITAN WAY 9 9 PLAN & 0 ► - ONYX PEAK LANE s 23. PLAN & SEWER NOTES 1. GENERAL: CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. VITRIFIED CLAY PIPE (VCP) A. MATERIALS: THE PIPE AND FITTINGS 'MALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM DESIGNATION C-700, AND SHALL BE INSTALLED IN CONFORMANCE, WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPEC1F 7 ICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM DESIGNATION C-12. B. JOIN TS: 1. THit PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425. 2. THE PIPE AND 1717TINGS FOR Vet 8"t 10" AND �2" SANITARY SEWER MAINS MAY BE PLAIN-END WITH COMPRESSION 'OOUPILINGS CONfORfAI-HG WIlTH THE CURRENT ASTM DESIGNATION C-425. EXCEP7,NG THAT A STAINLESS STEEL SAAR RING AS MANUFACTURED BY MISSION CLAY I pRr:0,4jCTS CORPORATION FOR THEIR "MAIN L. INE"BAND-SEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. 3. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN-END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED). 3. ACRYLONITRILE - BUTADIENE - STYRENE PIPE (ABS) . A. MATERIALS: MEET PIPE AND FITTINGS SHALL ET THE REWREMENTS OF ASTM SPECIFICATIONS D 266 AND D 2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN IN I CLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJEC11ON MOLDED & SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT-IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE I E ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANM WITH THE MANUFACTURERS RECOMMENDATION. WHERE ASS PIPE CONNECTS TO -VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. I,NSTALLATl0N:.,,,PIFlE ANu FiTTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. . ONLY CLASS It 119 111 EWKDM.ENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. POLY VINYL CHLORIDE PIPE (PVC) A. MATERIALS: . PIPE AND FIT11NGS 3"AL► MEET THE REQUIREMENTS OF ASTM SPECIFICATION D 3034 FOR ,S 5. PIPE AND FITTINGS SHALL B HOMOGENEOUS T14ROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUS 1. 1 ONS OR OTHER IN%KJRIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND - SHALL BE INSTALLED IN.LINE ON NEW PIPELINES; CUT -IN 4N FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMEFdC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY 11HE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULP BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS li, lit AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. WYE FITTINGS SHALL BE MOLDED IN-LINE TYPE, SHALL BE USED FOR ALL -LATERAL -CONNECTIONS AND SHALL BE ROTATED A OWN. CF 23" ABOVE THE HORIZON TAL -.PLANE 'RUS "NG THROUGH THE CENTERUNE OF THE MAIN. WYE FITTINGS SHALL . ..BE -USED -fO.R:NCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG,, uSOL- WNT- WELDED. 6. ALL MA14HOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING S-7 AND S-8 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. THE CLEANOUTS SHALL BE CONSTRUCTED IN : ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING S-20. 7. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST-22. 8. ALL LATERALS TO BE 4* IN DIAMETER EXCEPT AS NOTED ON PLANS AND SHALL EXTEND A MINIMUM OF 4 FEET BEYOND THE RIGHT OF WAY LINE. 9. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE AS SHOWN ON CITY OF BAKERSFIELD DRAWING, Sw-1 10. IDEN'RfICATION TAPE DESIGNEn FOR USEON SEE RS SHALL BE PLACED ON TOP OF THE SEWER MAIN ALONG ITS ENTIRE LENGTH SERE CURVED SEWER LINES OCCUR. IDENT11FICATION TAPE SHALL ALSO BE PLACED ON THE TOP OF SEWER LATERALS EXTENDING FROM 1 FOOT ABOVE THE SEWER MAIN TO THE -RIGHT-OF-WAY LINE. 11. INSTALLED PE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUSaW90N DESIGN MANUAL. PIPE SHALL BE TESTED IN ACCORDANCE WITH THE -RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE WITH THE CITY OF BAKERSFIELD. 12. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 13. ALL LATERALS SHALL BE A MINIMUM OF 2.51 DEEP AND A MAXIMUM OF 7.0' DEEP AT THE PROPERTY LINE, AND SHALL HAVE 2.5' MINIMUM COVER AT GUTTER FLOWLINE, EXCEPT AS NOTED OTHERWISE ON PLANS. 14. PRIOR TO FINAL ACCEPTANCE, ALL SEVER LINES SHALL BE INSPECTED 07H 1ADE0 EQU IPMENT DESIGNED FOR THS PURPOSE. THE TELEMSION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360s IN ORDER TO MEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPE CTION SHALL BE WITNESSED BY THE CITYS CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE *CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY THE CITY OF ANY PtPELlkE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED MDE0 CASSETTE, THE COMPLETED "CHAIN OF ST Y" FORM S AD A WRITTEN LOG (WHICH INCLUDES THE STAMWNG. BASED ON THE STATIOMNG 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, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 15. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. STORM DRAIN NOTES 1. ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III WITH RUBBER GASKET JOINTS UNLESS OTHERWISE APPROVED-BY THE CITY ENGINEER. "A01 PFR CITY OF BAKERSFIELD STANDARD DETAIL S-12. 2. CATCH BASINS TO BE -"'E - IWO 1% rl! �_ej f E S S jr4j lrcj�'. %to LLJ No. c cri 602 L -� Exp-&- L's o-Le Yff Or STORM DRAIN ITEM 24" CL III R.C.P. w/R.G. STORM DRAIN 18" CL. III R.C.P. w/R.G. STORM DRAIN 3.5' WIDE CATCH BASIN STORM DRAIN MANHOLE BASIN OUTLET STRUCTURE INDEX MAP LEGEND QUANTITIES STANDARD SEWER M.H.: 9 13 LA. Z)IANUAKU Z)�LMK M.N.: ia i o uttr 5 C.A* SW-1 SEWER LATERAL MARKER S-12 STANDARD CATCH BASIN STANDARD SEWER M.H.: 13'-16' DEEP 3 EA. STANDARD SEWER M.H.: 17'-20' DEEP 1 A. ST-6 PAVEMENT PATCHES S-14 GUTTER DEPRESSIONS STANDARD SEWER M.H.: 17'-20' DEEP 4 EA. 6" CLEANOUT 6 EA" S-7 TYPE "A" MANHOLE W-7 PIPE BORE & CASING DETAIL 6" CLEANOUT 5 EA. VIDEO INSPECTION 51016 L.F. S-8 FRAMES & COVERS FOR MANHOLES & CLEANOUTS " VIDEO INSPECTION 7,741 L.F. TIE INTO EXISTING 2 EA. S-20 S-21 6CLEANOU T TYPE "B" MANHOLE TIE INTO EXISTING 2 EA* & PROFILE - BUCKHORN PEAK DRIVE S-22 HOUSE CONNECTION & PROFILE - SHARKTOOTH PEAK DRIVE 20. PLAN & ST-22 TRENCH BACKFILL & COMPACTION REQUIREMENTS 7. PLAN & PROFILE - THIMBLE PEAK WAY 21. SEWER NOTES 1. GENERAL: CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. VITRIFIED CLAY PIPE (VCP) A. MATERIALS: THE PIPE AND FITTINGS 'MALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM DESIGNATION C-700, AND SHALL BE INSTALLED IN CONFORMANCE, WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPEC1F 7 ICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM DESIGNATION C-12. B. JOIN TS: 1. THit PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425. 2. THE PIPE AND 1717TINGS FOR Vet 8"t 10" AND �2" SANITARY SEWER MAINS MAY BE PLAIN-END WITH COMPRESSION 'OOUPILINGS CONfORfAI-HG WIlTH THE CURRENT ASTM DESIGNATION C-425. EXCEP7,NG THAT A STAINLESS STEEL SAAR RING AS MANUFACTURED BY MISSION CLAY I pRr:0,4jCTS CORPORATION FOR THEIR "MAIN L. INE"BAND-SEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. 3. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN-END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED). 3. ACRYLONITRILE - BUTADIENE - STYRENE PIPE (ABS) . A. MATERIALS: MEET PIPE AND FITTINGS SHALL ET THE REWREMENTS OF ASTM SPECIFICATIONS D 266 AND D 2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN IN I CLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJEC11ON MOLDED & SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT-IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE I E ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANM WITH THE MANUFACTURERS RECOMMENDATION. WHERE ASS PIPE CONNECTS TO -VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. I,NSTALLATl0N:.,,,PIFlE ANu FiTTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. . ONLY CLASS It 119 111 EWKDM.ENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. POLY VINYL CHLORIDE PIPE (PVC) A. MATERIALS: . PIPE AND FIT11NGS 3"AL► MEET THE REQUIREMENTS OF ASTM SPECIFICATION D 3034 FOR ,S 5. PIPE AND FITTINGS SHALL B HOMOGENEOUS T14ROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUS 1. 1 ONS OR OTHER IN%KJRIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND - SHALL BE INSTALLED IN.LINE ON NEW PIPELINES; CUT -IN 4N FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMEFdC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY 11HE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULP BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS li, lit AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. WYE FITTINGS SHALL BE MOLDED IN-LINE TYPE, SHALL BE USED FOR ALL -LATERAL -CONNECTIONS AND SHALL BE ROTATED A OWN. CF 23" ABOVE THE HORIZON TAL -.PLANE 'RUS "NG THROUGH THE CENTERUNE OF THE MAIN. WYE FITTINGS SHALL . ..BE -USED -fO.R:NCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG,, uSOL- WNT- WELDED. 6. ALL MA14HOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING S-7 AND S-8 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. THE CLEANOUTS SHALL BE CONSTRUCTED IN : ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING S-20. 7. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST-22. 8. ALL LATERALS TO BE 4* IN DIAMETER EXCEPT AS NOTED ON PLANS AND SHALL EXTEND A MINIMUM OF 4 FEET BEYOND THE RIGHT OF WAY LINE. 9. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE AS SHOWN ON CITY OF BAKERSFIELD DRAWING, Sw-1 10. IDEN'RfICATION TAPE DESIGNEn FOR USEON SEE RS SHALL BE PLACED ON TOP OF THE SEWER MAIN ALONG ITS ENTIRE LENGTH SERE CURVED SEWER LINES OCCUR. IDENT11FICATION TAPE SHALL ALSO BE PLACED ON THE TOP OF SEWER LATERALS EXTENDING FROM 1 FOOT ABOVE THE SEWER MAIN TO THE -RIGHT-OF-WAY LINE. 11. INSTALLED PE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUSaW90N DESIGN MANUAL. PIPE SHALL BE TESTED IN ACCORDANCE WITH THE -RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE WITH THE CITY OF BAKERSFIELD. 12. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 13. ALL LATERALS SHALL BE A MINIMUM OF 2.51 DEEP AND A MAXIMUM OF 7.0' DEEP AT THE PROPERTY LINE, AND SHALL HAVE 2.5' MINIMUM COVER AT GUTTER FLOWLINE, EXCEPT AS NOTED OTHERWISE ON PLANS. 14. PRIOR TO FINAL ACCEPTANCE, ALL SEVER LINES SHALL BE INSPECTED 07H 1ADE0 EQU IPMENT DESIGNED FOR THS PURPOSE. THE TELEMSION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360s IN ORDER TO MEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPE CTION SHALL BE WITNESSED BY THE CITYS CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE *CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY THE CITY OF ANY PtPELlkE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED MDE0 CASSETTE, THE COMPLETED "CHAIN OF ST Y" FORM S AD A WRITTEN LOG (WHICH INCLUDES THE STAMWNG. BASED ON THE STATIOMNG 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, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 15. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. STORM DRAIN NOTES 1. ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III WITH RUBBER GASKET JOINTS UNLESS OTHERWISE APPROVED-BY THE CITY ENGINEER. "A01 PFR CITY OF BAKERSFIELD STANDARD DETAIL S-12. 2. CATCH BASINS TO BE -"'E - IWO 1% rl! �_ej f E S S jr4j lrcj�'. %to LLJ No. c cri 602 L -� Exp-&- L's o-Le Yff Or STORM DRAIN ITEM 24" CL III R.C.P. w/R.G. STORM DRAIN 18" CL. III R.C.P. w/R.G. STORM DRAIN 3.5' WIDE CATCH BASIN STORM DRAIN MANHOLE BASIN OUTLET STRUCTURE INDEX MAP LEGEND QUANTITIES SHEET L.F. 154 L.F. 5 EA. 5 EA. I EA. �3 SHEET NUMBER MH#1 SEWER MANHOLE NO. Cop SEWER CLEANOUT NO. SDMH#1 STORM DRAIN MANHOLE NO. C.6.#1 STORM DRAIN CATCH BASIN NO. OUT #1 BASIN OUTLET STRUCTURE SHEET INDEX S I UHM UKAIN ITEM 30" CL. III R.C.P. w/R.G. STORM DRAIN 24" CL. III R.C.P. w/R.G. STORM DRAIN 18" CL.- 111- R.C.P. w/R.G. STORM DRAIN 6.0' WIDE CATCH BASIN 3.5' WIDE CATCH BASIN C'rf%M►.J MOAlkl LAAMUnl C NORTH QUANTITIES 19565 L.F. 88 L.F. 179 L.F. 1 EA. 6 EA. 7 97e 1. COVER SHEET 15. PLAN & PROFILE - GRIZZLY PEAK DRIVE 2. DETAIL SHEET 16. PLAN & PROFILE - DUTCHMAN PEAK LANE 3. PLAN & PROFILE - MOUNTAIN VISTA DRIVE 17. PLAN & PROFILE - DUTCHMAN PEAK LANE 4. PLAN & PROFILE - MOUNTAIN VISTA DRIVE 18. PLAN & PROFILE - BUCKHORN PEAK DRIVE 5. PLAN & PROFILE - SH ARK TOOTH PEAK DRIVE 19. PLAN & PROFILE - BUCKHORN PEAK DRIVE 6. PLAN & PROFILE - SHARKTOOTH PEAK DRIVE 20. PLAN & PROFILE OWENS PEAK WAY 7. PLAN & PROFILE - THIMBLE PEAK WAY 21. PLAN & PROFILE METROPOLITAN WAY 8. PLAN & PROFILE - ONYX PEAK LANE 22. PLAN & PROFILE METROPOLITAN WAY 9. PLAN & PROFILE - ONYX PEAK LANE s 23. PLAN & PROFILE MOONLIGHT PEAK DRIVE 10. PLAN & PROFILE - M PEAK WAY & PROSPECT PEAK WAY 24. PLAN & PROFILE - DOGTOOTH PEAK & SETT PEAK WkY 11. PLAN & PROFILE MUSTANG PEAK DRIVE 25. PLAN & PROFILE - SENTINEL PEAK PLACE 12. PLAN & PROFILE SIRRETTA PEAK PLACE 26. PLAN & PROFILE - SENTINEL PEAK PLACE 13. PLAN & PROFILE SIRRETTA PEAK PLACE 27. RETENTION BASIN ,LAYOUT PLAN & PROFILE GRIZZLY PEAK DRIVE lIIIIIIIIIIIIIIIIIIIII pll 400100*44 p�jl 311 -7/0 W =NOW, I mmomw Le ALBERTO LOPEZ R-C,t 67601 EXP. 06/30/07 OATE REVISION APPROVED BY: M lAW P, SNA#Jj R.C.E. *3217.9 P IC WORKS, CITY Or SMINSFtELD A A A A I i I ♦ A t A lk I A I L A ► A 9 a I A IL JL & 'A A A A A A 'JA VICINITY MAP N.T.S. PROJECT SITE BENCHMARK TOP OF MONUMENT AT THE CENTE_RLINE INTERSEC110N OF HARRIS ROAD & GOSFORD ROAD. ELEVATION USED = 3:60.445 U.S.G.S. (CITY DATUM) (PER TRACT 4880- A) L411 09 pig z STANDARD PACIFIC HOMES 1500 HAGGIN OAKS BLVD., SUITE `101 BAKERSFIELD, CA. 93311 (661) 664-2760 ENGINEER DEWALT CORPORATION 1930 22nd STREET BAKERSFIELD, CA. 93301 (661) 323-4600 DEVELOPER CRAIG CARVER 5301 OFFICE PARK DRIVE, SUITE 325 BAKERSFIELD, CA. 93309 .(661) 334-1300- PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH 01F THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOW1LEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHO%4N ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING LAYS PRIOR TO CONSTRUCTION,. 1-800-227-260,0 4 REVtS10,114 NOTICE: 4&F THE ak"03ED LOTS "O"a AN0 *C W1404 WlEIK PROPOWD fem CANAL PURPOSES ONLY HAVE KEW EL1641r1ATID. AN ADBITIOMAL WRIE �WAUGSD, 3) LOTS WOE ADDED, MULTrLE LOT LWES ADJUSTED AMID LOT Rs ALL DONE TO CONICORM Mf1TM THE A"RdVE13 1'ENTA71VE T1 A CT MAP, SENIINEL PEAK FLACr, DiJTCHMAN FIFAX LAME 1JW0 ",+ X*044 PIFAX DRIVE HAVE A €EW EXTENDED TO THE EAST AN AbDI1710MAL 50 FEET* TodifIroft TwIr V P"VC. lEiNK MAIN WAS ALCO EXTEM114►TWE SAME AMOUNT. SSIKIt LATERALS SERVICING THOSE L07"3 THAT VXK AUX. STIM " mw Amw RELOCAT'EO TO TWEIR CORRECT LOCA7141IN 1101ASElk ON 1141 NfW LOT L)MES PLEASE SK Sl-WlrT3 IR FOR REVISION SPICIficl ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED. PLANS SUBMITTED TO THE CITY ENGINEER, L. ALBERTO LOPEZ REVIEWED BY: .m� 1 IwO_lmwl.4mrAw rl 411 7 �41?, R.,t,F,w e) 67602 EXP. 06/30/05 (DAETE WORKS DIRECTOR APPROVED BY': RAUL M. POJAS, .C.E. 39 WP EY7' 2-31-05 7 PUBLi WORKS DIRECTOR, Y OF t NKERSFIELD DATE C,� o DATE 01 4r� cf) UL i • C4 co CD C)l A •AOL U,3 �tltt I NUMbLK MH#1 SEWER MANHOLE NO. C0#1 SEWER CLEANOUT NO. SDMH #1 STORM DRAIN MANHOLE NO. C.B. #1 STORM DRAIN CATCH BASIN NO. OUT#1 BASIN OUTLET STRUCTURE LIST OF ESTIMATED MATERIALS " - PHASE 2 SEWER ITEM QUANTITIES P.V.C. SEWER MAIN CL. III 49 290 L. F. 18" 6" P.V.C. SEWER MAIN CL. III 820 L.F. 4" P.V.C. SEWER LATERAL 5,674 L.F. STANDARD SEWER M.H.: 6'-8' DEEP 6 EA. STANDARD SEWER M.H.: g'-12' DEEP 6 EA* STANDARD SEWER M.H.: 13"-16' DEEP 2 EA. STANDARD SEWER M.H.. 17*-20' DEEP 1 EA* 6" CLEANOUT 5 EA. VIDEO INSPECTION 6,110 L.F. TIE INTO EXISTING 2 EA. STORM-_ GRAIN ITEM 30" CL. III R.C.P. w/R.G. STORM DRAIN 24" CL. III R.C.P. w/R.G. STORM DRAIN 18" CL. III R.C.P. w/R.G. STORM DRAIN 6.0' WIDE CATCH BASIN 3.5' WIDE CATCH BASIN STORM DRAIN MANHOLE r% A c%tm ^j iqn rir c!Toi ir%,n ior NORTH QUANTITIES 19537 L.F. 88 L.F. 179 L.F. 1 EA. 6 EA. 7 EA. 1 FA. 11111111111110 4k5C REVISION NOTICE: +D THE PROP I OSED LOTS "B" AND "C" NmIICH WERE PROPOSED FOR CAN PURPOSES ONLY HAVE BEEN ELIMINATED. AN ADDITIONAL THRTEE (3) LOTS WERE ADDED, MULTIPLE LOT LINES ADJUSTED AND LOT NUMBERS CH,ANGEDI ALL DONE TO CONFORM NTH THE APPROVED 7,.--NTATIVE TRACT MAP. SENTINEL PEAK PLACE, DUTCHMAN PEAK LANE AND BUCKHORN PEAK DRIVE HAVE BEEN EXTENDED TO THE EAST AN ADDITIONAL 50 FEET, THEREFORE THE 6" P.V.C. SEWER MAIN WAS ALSO EXTENED THE SAME AMOUNT. SEWER LATERALS SERVICING THOSE LOTS THAT WERE ADJUSTED WERE RELOCATED TO THEIR CORRECT LOCATION BASED ON THE NEW LOT LINES SHEETS 1.9 FQE-- RE)MQN SPECIFICS. . REVISION APPROVED BY: . MARIAN P. SHAW, R.C.E. 32178 PUBLIC WORKS, CITY OF BAKERSFIELD L. ALBERTO LOPEZ .E. 67602 EXP. 06/30/07 DATE 01 cl) > w LL 1 LLI i • • r i -• ol Q � U, (n w W LL- m 0 0 w V) M � Z w w 0 _j o o � J 19 ........... • 7RACT BOUNDARY CL J N 7RACT BOUNDARY ------ ................. --- — -- Cz) STA.= 10+00.00 E. '-*-,----STA.= 24+77.39 N. *22 MTN. VISTADR. &A .............. OH- Q- ........................... • �212 10 PW SEWER SHARKTOOTH PK. CT. 10" PVC SEWER p & I N0079jp • E 169.6J N-0079`36T 350.00 .......... . ................. ......... ........ 2J+00 N 25+00 10 00719`36 "E 15726" 26+00 --------- %— N0079*J6*E 628. OJ 28+00 29+00 LC 19 24+00 27+00 L STA. = 23+20.13 N. TRACT BOUNDARY `- .��,.....: - -- ...�.....�.�....�� � � f ,� --- — -�... .. -�- ........� ..•........ Q) -Y� •mw� asaw"m .".0p 4.0• —N." 0.".00 -dd •ormism -� --boom d.1.1Aa• -000"Oft "Nam ♦1..•1 m *xw� Pwmww ww--m —"now ♦mm""p Qftpwvmwo .Mkvw I-mme"• 14-wo-oft Awma-m C. 0. 70 1 71 86 K 51 87 E try Ak — PROPOSED FIRE HYDRANT LOCATION @ — EXISTING SURVEY MONUMENT ENCASEMENT —OH— — EXISTING OVERHEAD LINE 0 20 40 80 IN FEET Horn. I inch = 40 ft. Vert. 1 inch = 4 f t, 22 23 ......................... .......... ............................ ...................... .................... �..% ....................................... ... ........................ .................... .................................... .......... ! ............ .............................. ................................. ....... ------------------- • • ............. ...... ................................. ............................................. ......................... ..................... ....... ........ .............................................. ................. ............. ♦ • • • .. .............. ........... ...... ............... ........... ; ............................................. ........................... .............. ... ... ........ ...... .............. • • 356 ♦ . • ................ ...................... ........ I .......................................... ... ....... ............ ...................... ......... ............ .............. 4 • • 352 ......................... ............. ...... .................. ...... 1 ...... a. w. w... ..................r......r....T ................................................ ................... .................. ...... .......................... ....... • ♦ • 348 ............. .................... ............................ ...... ............ . .................. .............. ..... ..... ............. ........ ................. • • • 344 • ............................ ......................................... ............................... ....... .............. ............. .......... .............................................. .. .............. ............ • 340 ....... .... . ........... ............ ......... .......... ............. ....... ........... ...................... ...... .... . .... ........ ........ .......... ................. ......................... ♦ • 336 • ................ ...... ........... ........... ....... ................. ........................................ . ......... ........ .................. ...... . ....... ............. ...... ............ 332 • ..................... ....... ....... ........... ....... ........ .............. ................ ....... ............ ..... ...... ........... .................... ............. ................. ........... 328 ..................... ...................... ........... ............. .............. ............. ....... ........... ................. . ........................... .................. a 0000 • .......................... . ................ ........ ....... .................................................00'0,0 ..... • • ........... ........ .. ........... ............ 10' - 20' 20' low lot SEE SHEET 8 30# 30f Imm'- ONYX PEAK LANE SEE SHEET 5 SHARKTOOTH PEAK DRIVE MOUNTA I VISTA DR IVE pf I 24 25 26 27 28 29 in /6,- 03 -p Iq ON I FOR PHASE 1 ONLY ,, ALBERTO LOPEZ R. C. E 6 760.2 EX-P, 6/3CV" M" o� z C) W z x Lq < u- P to 0 PROPOSED SEWER MAIN 0 — PROPOSED SEWER MANHOLE 0 — PROPOSED SEWER CLEANOUT — — EXISTING SEWER MAIN kS-) — EXISTING SEWER MANHOLE — EXISTING CATCH BASIN — EXISTING STORM DRAIN PIPE (D) — EXISTING STORM DRAIN MANHOLE c3ft — PROPOSED CATCH BASIN -OWS maw;,=, — PROPOSED STORM DRAIN PIPE — PROPOSED STORM DRAIN MANHOLE M. H. #2 — SEWER MANHOLE NUMBER C.O. #2 — SEWER CLEANOUT NUMBER S.D.M.H. #2 — STORM DRAIN MANHOLE NUMBER C.B. #2 — CATCH BASIN NUMBER ELEV. — ELEVATION TIC H — TOP OF SEWER MANHOLE ELEV. TSDMH — TOP OF STORM DRAIN MANHOLE ELEV. T.C.O. — TOP OF CLEANOUT ELEV. NOR. FL — NORMAL FLOAILINE ELEV. DEP. FL — DEPRESSED FLOV&INE ELEV. CL — CENTERLINE INV. — INVERT ELEVATION C.O.B. — CITY OF BAKERSFIELD FLOW DIRECTION —W— — PROPOSED WATER LINE ----. — PROPOSED WATER SERVICE --.� �- PROPOSED LANDSCAPE SER\,ACE PROPOSED SURVEY MONUMENT ENCASEMENT (0.5%) EXISTING SLOPE • 7RACT BOUNDARY CL J N 7RACT BOUNDARY ------ ................. --- — -- Cz) STA.= 10+00.00 E. '-*-,----STA.= 24+77.39 N. *22 MTN. VISTADR. &A .............. OH- Q- ........................... • �212 10 PW SEWER SHARKTOOTH PK. CT. 10" PVC SEWER p & I N0079jp • E 169.6J N-0079`36T 350.00 .......... . ................. ......... ........ 2J+00 N 25+00 10 00719`36 "E 15726" 26+00 --------- %— N0079*J6*E 628. OJ 28+00 29+00 LC 19 24+00 27+00 L STA. = 23+20.13 N. TRACT BOUNDARY `- .��,.....: - -- ...�.....�.�....�� � � f ,� --- — -�... .. -�- ........� ..•........ Q) -Y� •mw� asaw"m .".0p 4.0• —N." 0.".00 -dd •ormism -� --boom d.1.1Aa• -000"Oft "Nam ♦1..•1 m *xw� Pwmww ww--m —"now ♦mm""p Qftpwvmwo .Mkvw I-mme"• 14-wo-oft Awma-m C. 0. 70 1 71 86 K 51 87 E try Ak — PROPOSED FIRE HYDRANT LOCATION @ — EXISTING SURVEY MONUMENT ENCASEMENT —OH— — EXISTING OVERHEAD LINE 0 20 40 80 IN FEET Horn. I inch = 40 ft. Vert. 1 inch = 4 f t, 22 23 ......................... .......... ............................ ...................... .................... �..% ....................................... ... ........................ .................... .................................... .......... ! ............ .............................. ................................. ....... ------------------- • • ............. ...... ................................. ............................................. ......................... ..................... ....... ........ .............................................. ................. ............. ♦ • • • .. .............. ........... ...... ............... ........... ; ............................................. ........................... .............. ... ... ........ ...... .............. • • 356 ♦ . • ................ ...................... ........ I .......................................... ... ....... ............ ...................... ......... ............ .............. 4 • • 352 ......................... ............. ...... .................. ...... 1 ...... a. w. w... ..................r......r....T ................................................ ................... .................. ...... .......................... ....... • ♦ • 348 ............. .................... ............................ ...... ............ . .................. .............. ..... ..... ............. ........ ................. • • • 344 • ............................ ......................................... ............................... ....... .............. ............. .......... .............................................. .. .............. ............ • 340 ....... .... . ........... ............ ......... .......... ............. ....... ........... ...................... ...... .... . .... ........ ........ .......... ................. ......................... ♦ • 336 • ................ ...... ........... ........... ....... ................. ........................................ . ......... ........ .................. ...... . ....... ............. ...... ............ 332 • ..................... ....... ....... ........... ....... ........ .............. ................ ....... ............ ..... ...... ........... .................... ............. ................. ........... 328 ..................... ...................... ........... ............. .............. ............. ....... ........... ................. . ........................... .................. a 0000 • .......................... . ................ ........ ....... .................................................00'0,0 ..... • • ........... ........ .. ........... ............ 10' - 20' 20' low lot SEE SHEET 8 30# 30f Imm'- ONYX PEAK LANE SEE SHEET 5 SHARKTOOTH PEAK DRIVE MOUNTA I VISTA DR IVE pf I 24 25 26 27 28 29 in /6,- 03 -p Iq ON I FOR PHASE 1 ONLY ,, ALBERTO LOPEZ R. C. E 6 760.2 EX-P, 6/3CV" M" o� z C) W z x Lq < u- P to 0 ET ui N LAI Lo CI- 0 IQL 0 0 0 NIS, Ci 0 QD 0 QC 31: ET CL IWO"& + STA.= 10+00.00 E. . . ............. 30* CMETAL PIPE JRACT BOUNDARY-1,,-,-1 .............. � ....... ...... . ....... ............... .. ........ .......... ............ ....... ...... .......... ....... ...... 4- ................. -- ................... -...JRACT 8OUNDARY .......... .................. mi" - - ...... STA.= 31+04.41 N . ..... .............. . . ........... - . ..••..• ............. ......... ............. . ............ ........................................ ......... ........... .. ........... ........... .................... �m .................................. ....... ................ I . --.V. I ...... MTN. VISTA DR. & .......... . ............ . ................. .... .......... ......................... . ............... J STA.- 10+00.00 E. ---* --- — ------ . ...... . ...... ........... ........ MUSTANG PEAK DR.- ...... . ........................ . ......... . PP w/GUY VARE STA.= 36+40.64 N. • - - (� MTN. VISTA DR. c� Lr) - OH ago- 10" PVC SEWR Pp Q) 10" PVC SE*ER 10" PVC SEWR ow- v I '*",HARRIS ROAD -P AW #19 "J6 267.61 . . ........ N-w 7 9,36 T 267.61 ,Awo19*36"E 150.58 J6 Go J5+00 +00 J2+00 Jj+00 J4+00 1 ,mss ji 00 N0079`01E 5 a22 N00'1 .T6 62$:03 -1 - I ". — — -4 JO+00 AW SEWR LM EASEMENT RECOWD 121410J AS DOC. NO. 020263489, O.R. ic slow omwm .now... ,or CID Q. a � <CN� 0 F x \ Z T;o PROPOSED FIRE HYDRANT LOCATION EXISTING SURVEY MONUMENT ENCASEMENT 0 20 40 80 1 1 IN FEET Horz. 1 'Inch 4 10 f t. Vert. 1 inch = 4 ft. zv .......... ....... ............... ...... .................... .................... .............................................. .......... ........... ................ .................... .................. ♦ • ♦ ............. ................. ... ...... ......... ........................... .............................................. ................ ............................ 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Z� 336 . •w :. ♦ • ♦ ........................ ....... ................ ................ ........................................... . . .......................... ......... ........ ............... I ...... ......... ................................... • ♦ • 332 .•.............. .......... ......... ................ .............. .................................. ........................... ................................ ...... ...................... ............ . ............. • if 1 • 32 ..................... ♦ ........... ...... ........ ....... .... ....................... ................... ........................... ........ ........................ ......... ....... ...... .................... ............... ................. ....... ........... . ....... ......... ............. ........ ............................ ........ • ............ •.............. ................... 4 -& ......................... ................................ ............ ....... ....... ............................ ................ ......... -.4 ................... ................ .......................... . ............ ...................... 00 + i \ iii � i i , 5 • 97 137 138 'iii SEE SHEET 12 HARRIS ROAD IN 20 lot SIRRETTA PEAK PLACE I "A- 30 SEE SHEET 11 MUSTANG PEAK DRIVE ..I A. ,,. :, z� 36 37 AA 34 %50 5dW 16,-6 �.Sc Z D.JLy "FOR PHASE I ONLY"" DRAWING OF RECDF L. ALBERTO LOPEZ R: C. E.- 0 NOR EXR. 6/3w "m 0 z z (o X u- m 0 0 .(o W (o (o 0 cr) 1.1 uj MIS UJ w PROPOSED SEWER MAIN 0 — PROPOSED SEWER MANHOLE 0 — PROPOSED SEWER CLEANOUT — — EXISTING SEWER MAIN — EXISTING SEWER MANHOLE Td — EXISTING CATCH BASIN — EXISTING STORM DRAIN PIPE CD) — EXISTING STORM DRAIN MANHOLE • — PROPOSED CATCH BASIN smosamm — PROPOSED STORM DRAIN PIPE — PROPOSED STORM DRAIN MANHOLE M. H. #2 — SEWER MANHOLE NUMBER C. 0. #2 — SEWER CLEANOUT NUMBER S.D.M.H. #2 — STORM DRAIN MANHOLE NUMBER C.B. #2 — CATCH BASIN NUMBER ELEV. — ELEVATION TMH — TOP OF SEWER MANHOLE ELEV. TSDMH — TOP OF STORM DRAIN MANHOLE ELEV. T.C.O. — TOP OF CLEANOUT ELEV. NOR. FL — NORMAL FLOWLINE ELEV. DEP. FL — DEPRESSED FLOWLINE ELEV. CL — CENTERLINE INV. — INVERT ELEVATION C.O.B. — CITY OF BAKERSFIELD — FLOW DIRECT10N —W— — PROPOSED WATER LINE PROPOSED WATER SERVICE PROPOSED LANDSCAPE SERVICE G1 PROPOSED SURVEY MONUMENT ENCASEMENT (0 s;,rl r*y11qT1h1r. SLOPE CL IWO"& + STA.= 10+00.00 E. . . ............. 30* CMETAL PIPE JRACT BOUNDARY-1,,-,-1 .............. � ....... ...... . ....... ............... .. ........ .......... ............ ....... ...... .......... ....... ...... 4- ................. -- ................... -...JRACT 8OUNDARY .......... .................. mi" - - ...... STA.= 31+04.41 N . ..... .............. . . ........... - . ..••..• ............. ......... ............. . ............ ........................................ ......... ........... .. ........... ........... .................... �m .................................. ....... ................ I . --.V. I ...... MTN. VISTA DR. & .......... . ............ . ................. .... .......... ......................... . ............... J STA.- 10+00.00 E. ---* --- — ------ . ...... . ...... ........... ........ MUSTANG PEAK DR.- ...... . ........................ . ......... . PP w/GUY VARE STA.= 36+40.64 N. • - - (� MTN. VISTA DR. c� Lr) - OH ago- 10" PVC SEWR Pp Q) 10" PVC SE*ER 10" PVC SEWR ow- v I '*",HARRIS ROAD -P AW #19 "J6 267.61 . . ........ N-w 7 9,36 T 267.61 ,Awo19*36"E 150.58 J6 Go J5+00 +00 J2+00 Jj+00 J4+00 1 ,mss ji 00 N0079`01E 5 a22 N00'1 .T6 62$:03 -1 - I ". — — -4 JO+00 AW SEWR LM EASEMENT RECOWD 121410J AS DOC. NO. 020263489, O.R. ic slow omwm .now... ,or CID Q. a � <CN� 0 F x \ Z T;o PROPOSED FIRE HYDRANT LOCATION EXISTING SURVEY MONUMENT ENCASEMENT 0 20 40 80 1 1 IN FEET Horz. 1 'Inch 4 10 f t. Vert. 1 inch = 4 ft. zv .......... ....... ............... ...... .................... .................... .............................................. .......... ........... ................ .................... .................. ♦ • ♦ ............. ................. ... ...... ......... ........................... .............................................. ................ ............................ 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Z� 336 . •w :. ♦ • ♦ ........................ ....... ................ ................ ........................................... . . .......................... ......... ........ ............... I ...... ......... ................................... • ♦ • 332 .•.............. .......... ......... ................ .............. .................................. ........................... ................................ ...... ...................... ............ . ............. • if 1 • 32 ..................... ♦ ........... ...... ........ ....... .... ....................... ................... ........................... ........ ........................ ......... ....... ...... .................... ............... ................. ....... ........... . ....... ......... ............. ........ ............................ ........ • ............ •.............. ................... 4 -& ......................... ................................ ............ ....... ....... ............................ ................ ......... -.4 ................... ................ .......................... . ............ ...................... 00 + i \ iii � i i , 5 • 97 137 138 'iii SEE SHEET 12 HARRIS ROAD IN 20 lot SIRRETTA PEAK PLACE I "A- 30 SEE SHEET 11 MUSTANG PEAK DRIVE ..I A. ,,. :, z� 36 37 AA 34 %50 5dW 16,-6 �.Sc Z D.JLy "FOR PHASE I ONLY"" DRAWING OF RECDF L. ALBERTO LOPEZ R: C. E.- 0 NOR EXR. 6/3w "m 0 z z (o X u- m 0 0 .(o W (o (o 0 cr) 1.1 uj MIS UJ w Lo a. a- m cl� 0 • cc 0 SHEET 7 --- 7- OF: 27 �, 2 -329 A4K ---Jt 0 20 40 so (IN FEET Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. .......... .......... ............. • .......................................... . . ... . . . . . . . . . . . ... . .............. ............ ....... -- PROPOSED SEWER MAIN 0 PROPOSED SEVER MANHOLE . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .................:. .............r..... ------------------------------ PROPOSED SEWER CLEANOUT D m EXISTING SEWER MAIN 0 EXISTING SEWER MANHOLE EXISTING CATCH BASIN Q) _J EXISTING STORM DRAIN PIPE C EXISTING STORM DRAIN MANHOLE 0 PROPOSED CATCH BASIN ................................... .............................................. . . ............... — PROPOSED STORM DRAIN PIPE — PROPOSED STORM DRAIN MANHOLE M, H. #2 — SEWER MANHOLE NUK48ER C.O. #2 — SEWER CLEANOUT, NUMBER S.D.M.H. #2 — STORM DRAIN MANHOLE NUMBER C.B. #2 — CATCH BASIN NUMBER ELEV. — ELEVATION TMH — TOP OF SEWER MANHOLE ELEV. TSDMH — TOP OF STORM DRAIN MANHOLE ELEV. T.C.C. — TOP OF CLEANOUT ELEV. NOR. FL — NORMAL FLOWLINE ELEV. DEP. FL — DEPRESSED FLOWLINE ELEV. CL — CENTERLINE INV. — INVERT ELEVATION C.O.B. — CITY OF BAKERSFIELD gas — FLOW DIRECTION —W— — PROPOSED WATER LINE PROPOSED WATER SERVICE PROPOSED LANDSCAPE SERVICE 0 PROPOSED SURVEY MONUMENT ENCASEMENT (0.5%) EXISTING SLOPE /'k w PROPOSED FIRE HYDRANT LOCATION 0 EXISTING SURVEY MONUMENT ENCASEMENT 0 20 40 so (IN FEET Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. .......... .......... ............. • .......................................... . . ... . . . . . . . . . . . ... . .............. ............ ....... • Qj . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .................:. .............r..... ------------------------------ . .............. .. k D m j 0 .. ....................... ....... ............... .................. 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Z� I A. 10+140* /�.3 ............. .............................. ............. ...... ..............•... • ............ ...................... ............................. .... ........... ............ . ................... L� b-] Ln L C) -a LL-1 L C) MOON TA/N I�ISTA DRl VE f I I 18, ' I C� OH zn Q. STA.= 10+00.00 E. � STA.= 17+72.86 MTN. VISTA DR. & SHARKTOOTH PK. TIT. .............. ............................. .............................. .......... ............. . .............. .. ....... • • . . . . . . . . . . . . . . . . . . . . . . . . . . . w.........• . .... ..........,...•.............w.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . - — - - - - - - - - - - - - - - - a-..- --a.... ♦ ♦ • . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . ..... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . • Si 1 . . . . . . . . . . . ............. . ...........•w_ ^...... wA.a. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . ♦ • . . ... . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R. .. ww..... w. w. wr.• a.. a.. ra...........ww..w....a.i.•ww.. . . . . . . . ... . . . .. . . . . . . . • • 348 ............................ ............ ............. .............. .......................... ....... .......... • ♦ • ♦ • 344 • ................. . . .............. ........... ............................................. ............. .......... ................. • • 340 ♦ . ............ ............ .......... ............. .......... ............... ------------- -------------- 336 ........ . ...................... ....... ................................ ............... ...... ...... ...... . .................. ............................................. 332 ........... ..............•............. ......... . ........................... ................................. . . ......... : ......... - ------- - ------- • ...... . ............... ........ ......... .... .................. ............... ...... ...... ............ .................. 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L rD W tai a�� cry fir- L r6l d 10 11 .12 13 14 15 16 6o- a3 -itf fk4t* sC �`�FOR PHASE I ONLY" J AWING OF Em E rCft a L. lw- 0 v ALB ERTO LOPEZ R.C.E. 12 EXP. 6,1`3010 V_ 0 (0 r) 0 _j LLI V) w x LL_ m 0 0 '* uLLj J C N 04 (0 0 F � 3 of I? :I V) OQ a 27 51, A D m a. 0 0 0. vi _j co m 3; rD 27 51, t 1": � °o o°o W�� �, o z 4,0, Ott 0 20 40 so IN FEET Horz. 1 inch — 40 ft. Vert. 1 inch — 4 ft. ........... ....... ............................... .... . ........................................... ...................................... . ... ....................... ....................... ........................... ....... ........... ........................................ .... ............... • 4 . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . .. . . . . . . . . . . . . . . . . . . p . . . . . . . ... . . . . . . . . . . . . . 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DR. 4C LASStN l-'EAK WAY 17 Evas A iulej w.0 te 1-(`z!j 2.0 STA.= 19+92-73 E. ^ t-%l i A M1-/ n 21 Q�0 ES 1pNl O No. 3 2 Exp. -3 - 6 civ OF C l0 -03-14 Aa�sc 2 o�u-� a �, ^off NjZ - iO� WV� v�j O Cl) Cf) W 0 sp > w�j 1 -011 0� 0 CO zw Cl) LLi um CL cle) F W III ;�j 8 71 CrJ O �' < (n x Y 14 m O LAJ LLJ Cq CD C4 (JD O CL ANIL L3 I w Q, 0 11� 0 V) rD 0 �= 27. PROPOSED SEWER MAIN PROPOSED SEWER MANHOLE PROPOSED SEWER CLEANOUT EXISTING SEWR MAIN EXISTING SEWR MANHOLE 4-;Oft -F W EXISTING CATCH BASIN EXISTING STORM DRAIN PIPE CD) EXISTING STORM DRAIN MANHOLE - PROPOSED CATCH BASIN wm— vvrs - PROPOSED STORM DRAIN PIPE - PROPOSED STORM DRAIN !MOLE M.H. #2 - SEWER MANHOLE 'NU U0ER C.O. #2 - SEWR CLEANOUT NUMBER S.D.M.H. #2 - STORM DRAIN MANHOLE W*J-KR C.B. #2 - CATCH BASIN NUMBER ELEV. - ELEVATION TMH - TOP OF SEWER MANHOLE ELEV. TSDMH - TOP OF STORM DRAIN MANHOLE ELEV, T.C.O. - TOP OF CLEANOUT ELEV. NOR. FL - NORMAL FLOWL04E ELEV. DEP. FL - DEPRESSED FLOWLINE ELEV. CL - CENTERLINE INV. - INVERT ELEVATION G.O.B. - CITY OF BAKERS FIELD FLOW DIRECTION —W— PROPOSED WATER LINE PROPOSED WATER SERVICE PROPOSED LANDSCAPE SERVICE PROPOSED SURVEY MONUMENT ENCASEMENT (0.5%) EXISTING SLOPE PROPOSED FIRE HYDRANT LOCATION EXISTING SURVEY MONUMENT ENCASEMENT � °o o°o W�� �, o z 4,0, Ott 0 20 40 so IN FEET Horz. 1 inch — 40 ft. Vert. 1 inch — 4 ft. ........... ....... ............................... .... . ........................................... ...................................... . ... ....................... ....................... ........................... ....... ........... ........................................ .... ............... • 4 . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . .. . . . . . . . . . . . . . . . . . . p . . . . . . . ... . . . . . . . . . . . . . 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DR. 4C LASStN l-'EAK WAY 17 Evas A iulej w.0 te 1-(`z!j 2.0 STA.= 19+92-73 E. ^ t-%l i A M1-/ n 21 Q�0 ES 1pNl O No. 3 2 Exp. -3 - 6 civ OF C l0 -03-14 Aa�sc 2 o�u-� a �, ^off NjZ - iO� WV� v�j O Cl) Cf) W 0 sp > w�j 1 -011 0� 0 CO zw Cl) LLi um CL cle) F W III ;�j 8 71 CrJ O �' < (n x Y 14 m O LAJ LLJ Cq CD C4 (JD O CL ANIL L3 I w Q, 0 11� 0 V) rD 0 �= 27. oar' ..' 1J°f"" LIV v�i"� ��� •.w.w..w..s.r...w......••..w . s....... •.•rs.w.... rw....... w. n•...• w....................•.............•...... w.. ....r........................w. .. .�.. e a a i � a • i t f t { 1 • . • 1 ` 1 t • f a • • • Y. ; 1 • ` Y o ""' ��� �� �L.�AI! T faf i � • f s r • r t f • � • ...w...www.. rw.....w.. w<. .wa...•........ww•.... w... w. w.. w...... w••+. w• w• w.........f....•. ra.... w........ r..................... a... w... w... r ......w.•w.••w...r...n..�w..Y.. t a • "` ���� 1 ! 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FL - NORMAL FLOWINE ELEV. DEP. FL - DEPRESSED FLOWILINE ELEV. CL - CENTERLINE INV. - INVERT ELEVATION C.O.B. - CITY OF BAKERSFIELD - FLOW DIRECTION —W— - PROPOSED WATER LINE - PROPOSED WATER SERVICE - PROPOSED LANDSCAPE SERVICE El - PROPOSED SURVEY MONWENT ENCASEMENT (0.5%) - EXISTING SLOPE - PROPOSED FIRE HYDRANT LOCATION 0 - EXISTING SURVEY MONUMENT ENCASEMENT 00 .............. 1-3 CC) SEE SHEET J MOUNTAIN VISTA DRl VE I iii ih i � L STA = 09+12 76, PI~GB FL S TA = 09 + fJ 70o Pl-v 0 9+9&oa 5.00" LT. &9" MA00ME AOO. 21 FLI S TA 0 L 1 L 00 .............. 1-3 CC) SEE SHEET J MOUNTAIN VISTA DRl VE I iii ih i � L STA = 09+12 76, PI~GB FL S TA = 09 + fJ 70o Pl-v 0 9+9&oa 5.00" LT. &9" MA00ME AOO. 21 FLI S TA 0 20 40 80 (IN FEET Horz. I inch = 40 ft. Vert. I inch. = 4 ft. i I - 1;, 1 II I �� I Y i ��t � IM I V i I� I MOUNTAIN l/ISTA OR1liE SEE SHEET J SEE SHEET 10 MARIPOSA PEAK COURT 300 ,a ' 20' 26 j - —1 10• "No MAKWU� A tat-AK U 1. & ONYX PEAK LANE A PHASE I STA.— 13+14.00 N. 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I • ............................................. ............................................... ... • .............. . . ... ................ . .......... . .... ................... . ........... ................ . . •.•............ ....... . .. ....... . ...... ..... . ...... ................ ....... ......... . ... . . . . ...... ........ .............. ............ ww.•aa•awaw n.r wwaraawawa •w aa•.was wxwwwww . ................ ........ . ......... . ........ ......................... . .......................... . ................... .................. ....... . . ... . . . . . . . . . . .. . . . . . . . . . . . . . . . ..... . . . . . ... . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. . . . . . . . . . . . . . . . . a--•............... . ... . . . . . . . . . •.•............ . . . . . . . . . . . . . . . . . . . . . . . . . . ••.•............. . . . . . . . . .........••....•.a ............ .............................. . ..................... .. . ............. . ............ ........................................ . ............................. . .......... . ................. 4 .......... ................................... ...... .......................... .................................... . ...... ....................... . . ................. -3. ...... lwc)� •.......... ........• ...... . ......... . . ... ........... .......... ................. .......................... t i f a . ......... --- ---- .............•.. ........................ ............... ....... ...... .. . .............. . ........................... ........ . . .. r. r... 4. • • • LAJ CN ....................... 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I ........................ -A ................ ............................. •........................................... . .. ........... .................................. ...................... •......... ........ .............................................. • ............................................. ...... ....... . ........ ........ . .............................................................. . .............. .......................... .................... . ..... Q> • ......... ...... ................ ...... .............. 3 40 ................. t 0 raw, ..................... ........................ ............ .......... Y wwa.w ' • 4• PROPOSED SW THER, �Q 4 PROPOSED SOU 4 344 ........... •...... ......................................... .................................... ................... .. ......... ...................................... ............................................. .. ....... ...... . ............................. ............................................. ............................... noUl AiACP I FLOK W PROFkE a ... ................ . .. .. ... ....... ................. .......... ...................... ..... . ..... ....... ..... ... . ............ . .............. 344 ................. .... ......... ....... . .. . ........................... ........... ........ ......... . . ............. ..... ........... ... . ......................... ............ ------- - ----------------------------------- ................... LAJwV %340 ........................ ....................... ................. • ( ...•............. ................... ............... .............................. ............................................................ -_*Ij ................. ....... ............ ............................................. ..................... . . ..... .. . . ........... . . ........... -1 1 ...................... . . . ....... . ............... ....... .......... . ........ .... . ... ................ ........ . ..... ................ . . .... ........ .. .............. ... ... ... ....................... ....... .................. ............ A .1 aw. 340 7. . ....................... ............. ...... .......... ................... ------ - ----- - ------------ -------- - --------- - --------------- .......... f or • crwR o a 3sx 189.46 pvc 4? woo I'lle pmft MEN" 336 I a5y ............. ........... ... .................................. ...................... ....................... ............................................... .............................................. ...................................... .... .. ........ ................. 4 11 p .1 ........................ ...... .................... ................... . . .................. .. .00 . ....... . . . ..................... . . ...... ------ 336' ...... ........ .............. ........... .... ............ . ........ . .................................... ja . ...... 4' 332 ....... ................................ ...... ................. ........... .................. .......................................................... ........ ...... ...................... ...... ........... .......... Amota ............... ............................................. ....... ..................................... ....... ............... ..... ........ . . . . ..... . .. . ................•• . . ....... . . ....... . ..................... . ...........•.. ..... . ...... . . ..................... ..... ............... . ... . .......•.. . . .. ......... .......... ..•....• ............... .............. ............................ ...................................... ...................... ............. ...... .... ...................... 332 t* ....... ....... SSNI 43. 00 LF WSTAL 5J. W LF 18 Ct -4f R. C. A 41 18'w CL-M 40CA W/ R. G. j.. s.D. v a5lX R. G. J. S A 0 5OX .....•..... .•..•.......• ............ .................... .............. .................. .......................... .............................................. ......................... ......... ........ ....................... ...................... .............................................. SS ... . ................................ ..................... ... ................. . . .... . .......... .... . ........ . . . .......... . ........... — — ----------------- --------- -- ............. ... . ... .......... ........... 14 -- --------------- - ------------------------- ......... ... ------ ,ya ................ ......... ............ 104 `7602 ....................... ......... ......................•.... •................. ......................... ........................................... .............................................. ...................... ...................... . ................................... ............................................. •...................................... ..... - •- -- -------------------------- -- - ----- ....... ■ ................ ...... .. ....................... .... ♦ ............ . ............... .... ...... . . . . ........ ............... I I . .......... ^'.. ... ...... ............ ................ —7 -- - -------------- 4 n. ......................... ......................................... t ................................. . ......... .............. ............................. j ............................................. ................................... ...... •..................... . . ........ .......... .................. ................................ . ................................ ............ ..... ............. .................. . ......... . ...... .... .... .... . ........... .......... 4'."t wMaaaa "WIRM zik glib 151111 � �M it" Lis mmm* Co Co Cl) W C() rr um w n C#) 4< QD >mm z 0 cr) cr) Cn 6 OD 04 0 (n rs- 4w 0 ..... d. . . . . . .... E<NENC> PROPOSED SEWER MAIN 0 PROPOSED SEWER MANHOLE Aft PROPOSED SEWER CLEANOUT 28 F E Sln., RIV EXISTING SEWER MAIN PIROPOMD 50' WE P.G. & E. PWLMC EA, NT PER DOC. AOO. 0"4141616, wo o6-21-o4, aR. EXISTING SEWER MANHOLE No: 3 EXISTING CATCH BASIN 29 d"% IV- A IA. 66.6 15 Covi - EXISTING STORM DRAIN PIPE EVS7WG P.G.AC. Op H.P. r,4S 70 RfUW STA.= 20+00.61 E. OF CAL 0) - EXISTING STORM DRAIN MANHOLE GRIZZLY PEAK DR. & ONYX PEAK DRIVE (b 63 PROPOSED CATCH BASIN PROPOSED STORM DRAIN PIPE. RA ( -- PROPOSED STORM DRAIN MAN-HOLE rA 19+M 44 5.00! LT. 119 STA 19+54-27 9CR AMANOff NO. 17 Fw 00 L M.H. #2 SE%ER MANHOLE NUMBER fL 20. 00' L T. Ito 117 118 30 C.O. #2 SEWR CLEANOUT NUMBER STA.— 18+93.53 E. I STA.= 17+86.45 E. POC"MID PT. S.D.M.H. #2 STORM DRAIN MANHOLE NUMBER Q) >f RIV B C Ir RIW Jr- •A6 C.S. #2 - CATCH BASIN NUMBER Q) PA0Q0&rD 50" WE P. G. & E. PWLW EASEAENT .......... ................ ;fR NO. 0"410616j, DAMP 06-21-o4, aR. ELEV. - ELEVATION L/I V A -0— rw TW - TOP OF SEWER MANHOLE ELEV. w _ �, PVC SEIM1.1N O SWV#*41 OE 106.451# ;030 U TSDMH� -- TOP OF STOR#A DRAIN MANHOLE ELEV. 0 # 4 0 LL A040 T.C.O. TOP OF CLEANOUT ELEV. ky) SWW"411Tr 370.01* 18+ lcz I V NOR. FL -- NORMAL FLOWILINE ELEV. RI RIV N yj DEP. FL - DEPRESSED FLOWILINE ELEV. "alb 4 1 CL CENTERLINE 31 40 3. ao INV. INVERT ELEVATION V•.. 41. C.O.B. CITY OF BAKERSFIELD FLOW DIRECTION 39 N 38 y 37 36 `' vv —W— PROPOSED WATER LINE '�Jjlll .............. PROPOSED WATER SERVICE FOR PHASE 1 ONLY'rf PROPOSED LANDSCAPE SERVICE R AW-, I N G O F OEM V � E C O ID PROPOSED SURVEY M0N(JMENT ENCASEMENT (0.5%) EXISTING SLOPE PROPOSED FIRE HYDRANT LOCATION v ALBERTO LOPEZ R.C.E. 67602 0 EXISTING SURVEY MONUMENT ENCASEMENT FYP R/Rn/n* 0 20 40 so IN FEET Horz. I inch. 40 ft. Vert. I inch = 4 ft, ............................ .......................... ...... ....... .............. . .......................................... ....... .................. .......... . ............................................ ............. • . . ......................... ...... .......................... ............. . .............................. ....... ..................... ...... .... ........................................ .................. ......... ...... ....•.•..........•...•....... 4 ...... ..•.....•.. • 356 .... .. ♦ ............................ -.4 • ...................... .....•...•.. . ........ ........•..... .........l.........•......•.... ....... ...................... .............. . .......... ................... . . .......... . ............................. .................... • 352 .........•.. ....... ............. ................................ .. . .......................................... ....•...........•..........•... r.•..•..............a ....................... ...................... ............. ..................... ......... . ............................................ .................... • 3-48 •...................... ........ ....... ................................... ............................... ....... ............•.......•.. ...•...••.................................... ....... . .................. ......................................... 344 .............. ....... .......... . ... ........ .............................................. ........................................ ....•..•... ••••. ....................................... ...... 4 ....... . ........... . ..................... 340 . ....... ...•.. • .....•...••• . ..... ...... ........ ................... .............. . •............................. • .......................... ...... ---------- ................ ................ .............. • 336 ............... . ......................... .................................. ........ .... ............................................. ..................................... ....... ........... ......... --- -------------- • 41 332 11, .................................... . ... . ........................................................ . ....... . ........ . ......................... . .................. ..•................••.....•..... •............. . .......• .......•.. .................... ............. ....... ------ ----------- ---------- 4 ............................ .................. w...............• ............................... ........ .......... .......... .................................... ......... .......................... : .......... • • • • • .................. ............ i--- ........................................ .......................................... . .. . ....... ............. --- — -- — --- ------------------ ................... ...................................... --------------- • ♦ • .. ............. •.................... ................................ . ........ ....................... .............. .......... . ................... ... . .................... •...............•.......•. ......... ......... 41 • 41 • • . ................ ....... .............................. ..................... . .......... . ........ . ................................. .................... . ...•.. .............. --A . . ...... ............ 21 liar TIN abi"kiQ a¢ UN co Wx < u- O 0 W w 04 (o N (o 0) v— 0- ui 9— ■ C'4 U) J —i 31t C4 20 SEE SHEET 8 ONYX PEAK LANE 30# 31W 10• 20• 201 10 STA -w 10+0104 100* 1 SEKN APAOKU Aoa 22 81 STA.— 10+00.00 N. STA.= 12+53.54 E. MARIPOSA PEAK WAY & ONYX PEAK LANE Rn 61 wwrl 0 20 40 so IN FEET Horz. 1 inch = 40 ft* Vert. 1 inch = 4 ft. I .................... -- ......... .......... . .................. ......... I .............. ...... ............ ............................................. .................... ............... . . ...... . .............. .................. ............. •............... • .•................•.......• ...... ........ . .......•....... ................... ..................... ........... . .... . ... ......................... ............ . ..... .............•.• ..•...•........•...........•... ......................... .................... -- - ----------- ................. ......... .......... ............. ........ ........................... ...................... ............... ....... ........ .................. ........... .............. ...... ...................... ........... ................ iii • • 14 • • • 3.56 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . ............... I . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . ... ... .. . . . . . ► . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.. . . . . . . . . . 41 44 352 . . . . . . . . . . . . . . . . . . . . .. . . -... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . ... . . . . . . . . .. w......... ................. . . . . . . . . . . . . . r.•....... . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 • 348 44 . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . .. . . . ..... .. . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..............•.......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . • 344 • ............. ........ ................. 4 ...... - ...................................... . ......... . ........... ... .... .................................. ..................... ..................... . ....................... 4 . . . . . . . . . . . . . . . . • 49 340 ....•....... ........ .......... g ...................... .................... ...... ........ ...... •,•..•........••..•....x'.................................. . ........... ...•.•.......... 336 . . . . . . . . . . r.• A . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . ...•. . . . . . . . . . . . . . . . . . .............. . . ... . . . . . . . . . . . .. . . . ... ...............•.................•. . . . . . . . . . . . . ..............•.... . . . . . . . . . . . . . . . .. . . . . . . . . . . . I to 332 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . .• . . . . . . . . . . . . . . . . . • .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . ... . . . . . . . . . . • ..... . . . . . . . . . . . .. . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . ... . . . . . . . . . . . ... . . ... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . .. I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a •.r.... . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ..........«......•... . .x.......•...... . . .. . . . . . . . . . . . . . . ........................•.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *.. . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ..... . I/ " 10' 20' 20 -1 10 ow - 140 30 1 30 ONYX PEAK LANE SEE SHEET 8 10 11 IV r-1 A PHASE I Aft ow 12 SEE SHEET 11 MUSTANG PEAK DRIVE 30 3v 2V 2V 101. STA.— 13+71.35 E. STA.= 13+14.00 N. (a -MARIPOSA PEAK WAY & MUSTANG PEAK DR. STA 15+09M 400'LT. SE mwwar ma to 102 R1* j?/w✓ 10 1 2V I 20p 1 1 30.p 30 1 MUSTANG PEAK DRIVE SEE SHEET 11 13 SEE SHEET 12 SIRRETTA PEAK PLACE 10, 20 200 tea. I RIW 129 STA.— 10+00-00 No, STA.— 1• +54.8• E. PROSPECT PK. WAY & SIRRETTA PK. CT. STA W+0&04 .10RE 400ow W. 7 \- RIW in 2• 20• 10' 301 30 SIRRETTA PEAK PLACE SEE SHEET 12 I - 10 I s1s, M cc X10.3 clvl�- OF C EAlSlWG P.G.4f. 360'H.P. GAS MAW TO REMAW 16-01-wlq HARRIS ROAD A"bi•s Ork STA.= 12+21.20 N. STA.-- 15+71.82 E. � PROSPECT PK. WAY & HARRIS ROAD, it Cq U, am Cj) loc um Co lCD V) 3 (75 25 We LLJ ■ E),* rn� 4 X Y < m 0 M 4i (.0 pe) °' CL dik • u 0 a. N 0 0 owl PR OR OSED SEVER MAIN PROPOSED SEVER MANHOLE PROPOSED SEVER CLEAW)UT EXISTING SEVER MAIN EXISTING SEVER MANHOLE EXISTING CATCH BASIN EXISTING STORM DRAIN PIPE EXISTING STORM DRAIN MANHOLE - PROPOSED CATCH BASIN - PROPOSED STORM DRAIN P - PROPOSED STORM DRAIN MAW-OLE M. H. #2 - SEVER MANHOLE NUMBER C.O. #2 - SEVER CLEANOUT NUMBER S.D.M.H. #2 - STORM DRAIN MANHOLE NUMBER C.B. #2 - CATCH BASIN NUMBER ELEV. - ELEVATION T - TOP OF SEVER MANHOLE ELEV. TSDMH - TOP OF STORM DRAIN MANHOLE ELEV. T.C.O. - TOP OF CLEANOUT ELEV. NOR. FL - NORMAL FLOWUNE ELEV. DEP. FL - DEPRESSED FLOY&INE ELEV. CL - CENTERLINE INV. - INVERT ELEVATION C.O.B. - CITY OF BAKERSFIELD � FLOW DIRECTION —W— - PROPOSED WATER LINE PROPOSED WATER SERVICE PROPOSED LANDSCAPE SERVICE El - PROPOSED SURVEY MOMMNT ENCASEMENT (0.5%) - EXISTING SLOPE - PROPOSED FIRE HYDRANT LOCATION 3 - EXIS11NG SURVEY MONUMENT ENCASEMENT SEE SHEET 8 ONYX PEAK LANE 30# 31W 10• 20• 201 10 STA -w 10+0104 100* 1 SEKN APAOKU Aoa 22 81 STA.— 10+00.00 N. STA.= 12+53.54 E. MARIPOSA PEAK WAY & ONYX PEAK LANE Rn 61 wwrl 0 20 40 so IN FEET Horz. 1 inch = 40 ft* Vert. 1 inch = 4 ft. I .................... -- ......... .......... . .................. ......... I .............. ...... ............ ............................................. .................... ............... . . ...... . .............. .................. ............. •............... • .•................•.......• ...... ........ . .......•....... ................... ..................... ........... . .... . ... ......................... ............ . ..... .............•.• ..•...•........•...........•... ......................... .................... -- - ----------- ................. ......... .......... ............. ........ ........................... ...................... ............... ....... ........ .................. ........... .............. ...... ...................... ........... ................ iii • • 14 • • • 3.56 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . ............... I . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . ... ... .. . . . . . ► . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.. . . . . . . . . . 41 44 352 . . . . . . . . . . . . . . . . . . . . .. . . -... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . ... . . . . . . . . .. w......... ................. . . . . . . . . . . . . . r.•....... . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 • 348 44 . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . .. . . . ..... .. . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..............•.......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . • 344 • ............. ........ ................. 4 ...... - ...................................... . ......... . ........... ... .... .................................. ..................... ..................... . ....................... 4 . . . . . . . . . . . . . . . . • 49 340 ....•....... ........ .......... g ...................... .................... ...... ........ ...... •,•..•........••..•....x'.................................. . ........... ...•.•.......... 336 . . . . . . . . . . r.• A . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . ...•. . . . . . . . . . . . . . . . . . .............. . . ... . . . . . . . . . . . .. . . . ... ...............•.................•. . . . . . . . . . . . . ..............•.... . . . . . . . . . . . . . . . .. . . . . . . . . . . . I to 332 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . .• . . . . . . . . . . . . . . . . . • .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . ... . . . . . . . . . . • ..... . . . . . . . . . . . .. . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . ... . . . . . . . . . . . ... . . ... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . .. I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a •.r.... . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ..........«......•... . .x.......•...... . . .. . . . . . . . . . . . . . . ........................•.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *.. . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ..... . I/ " 10' 20' 20 -1 10 ow - 140 30 1 30 ONYX PEAK LANE SEE SHEET 8 10 11 IV r-1 A PHASE I Aft ow 12 SEE SHEET 11 MUSTANG PEAK DRIVE 30 3v 2V 2V 101. STA.— 13+71.35 E. STA.= 13+14.00 N. (a -MARIPOSA PEAK WAY & MUSTANG PEAK DR. STA 15+09M 400'LT. SE mwwar ma to 102 R1* j?/w✓ 10 1 2V I 20p 1 1 30.p 30 1 MUSTANG PEAK DRIVE SEE SHEET 11 13 SEE SHEET 12 SIRRETTA PEAK PLACE 10, 20 200 tea. I RIW 129 STA.— 10+00-00 No, STA.— 1• +54.8• E. PROSPECT PK. WAY & SIRRETTA PK. CT. STA W+0&04 .10RE 400ow W. 7 \- RIW in 2• 20• 10' 301 30 SIRRETTA PEAK PLACE SEE SHEET 12 I - 10 I s1s, M cc X10.3 clvl�- OF C EAlSlWG P.G.4f. 360'H.P. GAS MAW TO REMAW 16-01-wlq HARRIS ROAD A"bi•s Ork STA.= 12+21.20 N. STA.-- 15+71.82 E. � PROSPECT PK. WAY & HARRIS ROAD, it Cq U, am Cj) loc um Co lCD V) 3 (75 25 We LLJ ■ E),* rn� 4 X Y < m 0 M 4i (.0 pe) °' CL dik • u 0 a. N 0 0 owl P AL RAPN%L �j • PROPOSED SEWER MAIN • PROPOSED SEWER MANHOLE 44 PROPOSED SEWER CLEANOUT • • EXISTING SEWER MAIN EXISTING SEWER MANHOLE a EXISTING CATCH BASIN :r � � l EXISTING STORM DRAIN PIPE • • EXISTING STORM DRAIN MA HOLE • • • • • • • PROPOSED CATCH BASIN LtQ PROPOSED STORM DRAIN PIPE •............... ....... ............... ............................... ............... ...... ............... PROPOSED STORM DRAIN MAWOLE M.H. #2 - SEWER MANHOLE NUMBER C. 0. #2 - SEWER CLEANOUT NUMBER S.D.M.H• #2. - STORM DRAIN MANHOLE NLIMBER C. B. #2 - CATCH BASIN NUMBER ELEV. - - ELEVATION TMH - TOP OF SEWER MANHOLE ELEV. TSDMH - TOP OF STORM DRAIN MAWOLE ELEV. T.C.O. - TOP OF CLEANOUT ELEV. NOR. FL - NORMAL FLOWLINE ELEV. DEP. FL - DEPRESSED FLOWLINE ELEV. CL - CENTERLINE INV. - INVERT ELEVATION SEE SHEET 4 MOUNTAIN VISTA DRlVE I� ,e• 1 !�.1! C.O.B. CITY OF BAKER FIELD a•y -- FLOW DIRECTION ` •� I I I ► I • —W— - PROPOSED WATER LINE OU TAIll IS TA DRI VE - ---�.. - PROPOSED WATER SERVICE SEE SHEET 4 - PROPOSED LANDSCAPE SERVICE e - PROPOSED SURVEY MONLIMENT ENCASEMENT (0.5%) - EXISTING SLOPE - PROPOSED FIRE HYDRANT LOCATION 0 - EXISTING SURVEY MONUMENT -ENCASEMENT 0 20 40 IN FEET Ho r. 1 inch 40 f t. STA.= 13+14.00 N 10' f 20' io• SEE wo 30 8 SHEET 10 W-A Y PEAK MARIPOSA Vert. i inch-4 ft. PH&W 1 10 11 12 13 14 ffi ......................................... ..♦.......•............ .......................... .. .................. ...................... ...... ............................ .............................................. .................. .......................... ...... ........................ .............................................. r . . .... . ................. . •.............. r- .............. ... . ........ . ...... .... .............. . ........ • . .................... •......... ............. ........... ................................ ............. ............................ ............. ............. ••...••. ...................... .................. ..... ........................ . .............. .......... ......................... .................. ............ •. ........... . .... ......... . ...... ................ ............................................. .............................................. ......................................... ............................ .......... ............................... ......... ........... ..................... ................................ ....... ...... ............ w. ........................... • • 356 ......................... .... ........................................... ............. ............ ...................... ......... ................... ......... ............................................. ......•...•..... .................•.•... ...... ................. ........... .......... ....... ...................... ......... ......... S T PROFXE MRUNE T SEVER • 352 ♦ • ........... • ................. ......... ........ ........ ...... .............................. .......................................... .......... .................... ...... 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STA. 10+00-00 E. i �` `' C) C) . M TN. VISTA DR. & LLJ MUSTANG PEAK DR. ff • • ......... . .. .... • ........ ..................................... ...................................... • .................... . .......... ............... ...... ......................... ........... �••• .. .... ♦ .......... .................... ........ ......... . . .......... ........... • .. ....................... ............... .................... ........ .............. ......... ... . ............................... • ........................... ......... • ........... ................ . ....... • ............... ..................... .... . ♦........ . ............. ...... . ............ .... . ................................... ............... ....... . ...... • SrA W82. x" RT u 1Q) C.O.B. CITY OF BAKER FIELD a•y -- FLOW DIRECTION ` •� I I I ► I • —W— - PROPOSED WATER LINE OU TAIll IS TA DRI VE - ---�.. - PROPOSED WATER SERVICE SEE SHEET 4 - PROPOSED LANDSCAPE SERVICE e - PROPOSED SURVEY MONLIMENT ENCASEMENT (0.5%) - EXISTING SLOPE - PROPOSED FIRE HYDRANT LOCATION 0 - EXISTING SURVEY MONUMENT -ENCASEMENT 0 20 40 IN FEET Ho r. 1 inch 40 f t. STA.= 13+14.00 N 10' f 20' io• SEE wo 30 8 SHEET 10 W-A Y PEAK MARIPOSA Vert. i inch-4 ft. 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S T PROFXE MRUNE T SEVER • 352 ♦ • ........... • ................. ......... ........ ........ ...... .............................. .......................................... .......... .................... ...... 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INW VAft + wi 4 qt-_ 40p; Vfta VWA& v#ft .."o�'o."11- 11 " I V%.. \ . EXIS In 11 se 11 11 0 .'..�.."...'..�"A.� " AW P.G.Af. Al H.P. GAS MAAN 1* + p --,. 11 "* C i . M, .,--.- ;!i Ill . \ ) S ."'o.. ;�C. 128 TO firmm <S ;.,E- ;!E- (n \ 01 it v V*ft N kn �t C� Q) ,�� tn 132 ;� . (n `E �.-.- 131 130 \ . - Q� C+Z� V... 135 1 . ,+* STA.- .10+00.00 N. . Zvft. �- vft. C� 11 ..., .-O..".- \ 11 � � - . 11 -,"..-.�,-�.-- . N STA.- 14+54.84 E. \ .,..-.-. . ;.,� I ,.V.-� � . 129 ;�:- ;� V) I/ . a � PROSPECT PK. WAY . I (n tn X .,/ . : - (n & SIRRETTA PK. PLACE C� izj X I . A ^ A A A I 11 --, Jk Is � 0 1 1r) 13 I i 10,0 03 ~ 14 f�►sE 1 0 O LI . . , &W 14 15 16 3 5 b"A' . . . . . . 352 T- O'* M W - CD * I I < r ) 0 N po . ft 0..--N �j T-- z LLJ (D 44C (o a V) X w w < �4 LL. < Co . 0 0 W * I 0 m pe) �- , . V) N * n Cv- 04 (o N (o 0 po ± mi C0 � v- CL .1 , I . i 4C J 0 1 I I . I 0 I I I � . 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I oP Q0,13 - . ----.----- iw STA.= - PROPOSED SEVER MAIN w � PROPOSED SEWER MANHOLE o - PROPOSED SEWER CLEANOUT STA.= - EXISTING SEWER MAIN 41 4; - EXISTING SEWER MA14HOLE - EXISTING CATCH BASIN M - - EXISTING STORM DRAIN PIPE (D) EXISTING STORM DRAIN MANHOLE PROPOSED CATCH BASIN PEAK DR.;� PROPOSED STORM DRAIN PIPE o PROPOSED STORM DRAIN MANHOLE M.H. #2 - SEWER MANHOLE NUMBER C.O. #2 - SEWER CLEANOUT NUMBER S.D.M♦H. #2 - STORM DRAIN MANHOLE NUMBER C.B. #2 - CATCH BASIN NUMBER ELEV. - ELEVATION TIJH - TOP OF SEWER MANHOLE ELEV. TS;DMH - TOP OF STORM DRAIN MANHOLE ELEV. T.C.00 - TOP OF CLEANOUT ELEV. NOR. FL - NORMAL FLOWILINE ELEV. DEP. FL - DEPRESSED FLOWLINE ELEV. CL - CENTERLINE INV. - INVERT ELEVATION STA.= 21+54.85 N. w .......... ............. 7 C� STA.= 16+04.84 E. 41 4; SIRRETTA PEAK PLACE 7K & GRIZZLY PEAK DR.;� ci Af 0 z 'FL S TA = 20+4761t Pl^.-GB LQ (z) Iq FL S FA = 21+00.68, PlrvGB t7o+ 8863 N I I L4 I 20+00 SPR TTA PEAK PLACE a , 0E 41 150.00 "+07-J7, ,J7p 5. ' STA LT 00' SO IM`41 T 3500. 80 P VC SE NCR & "M MAWW NO. 0 4C ?0. )4s, R11W ��. oj 17+00 . . ............ 4 J . ........... 0- .. .. 6 .......... ............. 7 C� 14 41 4; 13 RIV 7K 8 + --j 10. SrA -, 16+4793, FOR It 41o. FL 20. 00 R T V is S TA = 15+6720,, 8CR FL 20.00' RT Ch 18 C.O.B.. - CITY OF BAKERSFIELD 1 - FLOW DIRECTION W— PROPOSED WATER LINE PROPOSED 50* WOE P.G. & E. PIPELINE EASEMENT PER DOC. NO. 0204141616, DA 70 06-21-04, O.R. 5 PROPOSED WATER SERVICE VE SH No PROPOSED LANDSCAPE SERVICE SEE E�K y El PROPOSED SURVEY MONUMENT ENCASEMENT GRI ZZL txlbltr4%p ZCUM -- PROPOSED FIRE HYDRANT LOCATION EXISTING SURVEY MONUMENT ENCASEMENT 0 20 40 80 IN FEET Horn. 1. inch = 40 ft. Ve rt. 1 inch = 4 ft♦ 1� .............. ....... ............. . ........................ ......... .............. . . .................. ......................... ...... ......... ................... ................... .................. .................................................................. ................... ......... ........... ............................ ............. .............. ............. ................ ......................... ............................................... ......... .................................... ............................................ . ................................... • • ........................... ...., ...,a...........,..._..... ........... ...................... ....................... .............................................. ..................... ...............•.w...... ........................................ ..... ................................................ .................................... • 356 ♦ : t . .. .......... ..................... ................ ............... ........ ....................... ........ ....................................... ........................ ........................ ............. .................... ....... • 352 ......... . ............ .......... ............ ......................... . ......... . ............................... .. ........... ................... ........ .....•...• a .... w.. w..... a.. x_ a.....E ................... . ................... • 348 ............ .... ................................... ............... ..................................... ............................ ............................ ..•• .........•.........•..................••.... ................................ ... ... ....... ................ • L 344 ............. ........ .... .............. . ................. ........... ............. .......... ................. .. ............. ...... ... . .................... ............... ....... ...... 340 ................... ... .................................. . I ..... ......................... ...... ... ..... .......................... . ................... ............. .................... ...... ............................................... le ....... 336 ........... ................ .............................. .............. .. ....... ........ .......... ........................................ . .................... ......... ......... . ............................... ------ ............... ....... 332 ..•.......•... ....•.... ....... ... .............................................. ................ ................ • ........................ - ----- • ..................... ... ......... ........................... . ................................. 4 ..... ..................... ............................... ................ •................ . ................. ....................... ............. . ...................................... .................... . ...... . ....................... ............. ............ ................. ............... ............... ...... ............................. • . .. .. ........... ... . ............. •.......... ... .......... .......... .......... . ................ . ....... . ............ ............. - ......•......... ...... ................................. ... 11ro, Violin tl ................ 5 J . ........... 0- .. .. 6 .......... ............. 7 C� 14 41 4; 13 8 + --j 1 18+90 19+00 V9"4T J07.54 4 J J 6*' PVC SEWR z ""' RIW-J It °. 14 + K%ft� 't «.. 't 17 NI 16 NI 15 12 21 10-03-1{ .......... wil 14 sy J 21 ,RJR• 0 0 C� 14 41 4; 13 8 + --j 10. 'FL S TA = 20+4761t Pl^.-GB FL S FA = 21+00.68, PlrvGB t7o+ 8863 —2.0.+02.37 20+00 SPR TTA PEAK PLACE "+07-J7, ,J7p 5. ' STA LT 00' & "M MAWW NO. 0 4C ?0. )4s, R11W ��. oj 12 21 10-03-1{ .......... wil 14 sy J 21 ,RJR• 0 0 C� 14 41 4; 13 12 21 10-03-1{ .......... wil 14 sy SHEET 13 OFD 27 J Lin 0 QQ 0 0 0 C� SHEET 13 OFD 27 r% LOT v FUTURE WATER WELL SITE RI 0 20 40 80 I Horz. I inch = 40 ft. Vert. I inch = 4 f t. SEE SHEET 27 SUMP CONSTRUCTION DETAILS AND NOTES TE SWE T 6 TO 9VARK7007H PEAK DRIW 400^Lt" 00, RliV R11V 112 < STA.- 11+07.08 N. �� ��G� POC, MID PT. PROPOSED 50" WE P.G. & E. PORW EA&9*WT PER DOC. NO. 0204141616s DIAIEP 06-21-04.. O.R. ONy� °E',4� �T 9 420• �• '4ivF x• 0 10• 'v ONYX PEAK LANE & GRIZZLY PEAK DRIVE GRIZZLY PEAK DRIVE PHASE I &PHASE 2 09 10 11 12 13 14 /o —o3 —ry REVISION hi APPROYED BY: ARRAN F. SHAW, R,.C.E. 37175 15 16 a Z& -0-7 ,40 A I __ 0 — PROPOSED SEWER MANHOLE ------------ 0 — PROPOSED SEWER CLEANOUT — EXISTING SEWER MAIN — EXISTING SEWER MANHOLE --------- ' — EXISTING CATCH BASIN — EXISTING STORM DRAIN PIPE S — EXISTING STORM DRAIN MANHOLE --------- f ------ — PROPOSED CATCH BASIN — PROPOSED STORM DRAIN PIPE — PROPOSED STORM DRAIN MANHOLE' M. H. #2 — SEVER MANHOLE NUMBER C. 0. #2 — SEWER CLEANOU T NUMBER S.D.M.H. #2 — STORM DRAIN MANHOLE NUMBER C.B. #2 — CATCh BASIN NUM9ER ELEV. — ELEVATION TMH — TOP OF SEWER MANHOLE ELEV. NEVER Y TSDMH — TOP OF STORM DRAIN JANHOLE ELEV. i' T.C.O. — TOP OF CLEANOUT ELEV. NOR. FL — NORMAL FLOWLINiE ELEV. DER. FL — DEPRESSED Fl IWL INIE ELEV. Y;2, CL — CENTERLINE INV. — INVERT ELEVAMON C.O.B. — CITY OF BAKERSFIELD — FLOW DIRECTION —W— PROPOSED. WATER LINE PROPOSED WATER SERVICE PROPOSED LANDSCAPE SERVICE 0 ----------- El PROPOSED "VEY MONUMENT ENCASEMEVT (0.5X) EXISTiNG SLOPE PROPOSED FIRE HYDIRA14T LG4"A41ON 0 EXISTING SURVEY kMAL4ENIT ENCASEMENT r% LOT v FUTURE WATER WELL SITE RI 0 20 40 80 I Horz. I inch = 40 ft. Vert. I inch = 4 f t. SEE SHEET 27 SUMP CONSTRUCTION DETAILS AND NOTES TE SWE T 6 TO 9VARK7007H PEAK DRIW 400^Lt" 00, RliV R11V 112 < STA.- 11+07.08 N. �� ��G� POC, MID PT. PROPOSED 50" WE P.G. & E. PORW EA&9*WT PER DOC. NO. 0204141616s DIAIEP 06-21-04.. O.R. ONy� °E',4� �T 9 420• �• '4ivF x• 0 10• 'v ONYX PEAK LANE & GRIZZLY PEAK DRIVE GRIZZLY PEAK DRIVE PHASE I &PHASE 2 09 10 11 12 13 14 /o —o3 —ry REVISION hi APPROYED BY: ARRAN F. SHAW, R,.C.E. 37175 15 16 a Z& -0-7 ,40 A I __ ------------ --------- S T *AlWff, --------- f ------ A T NEVER Y CEN7Mi i' Y;2, ------ & 0 ----------- -------- ------ - ---- --- 352 ■------------ 348 ---------- -------------- ----------- 348 -------- - ----- ■ ■ --------- & ------ Q) 344� ■ ■ ---- ----- ----------- .344 ■ ------------ EM 30' PW "S 55 j1 M21 IF PVC s(w *am% ■ 340, ---- - -------- ------ Q) - - ------------- :( i -A ----- Aga ------------- ------------- ; 340 Q) STA 14471.74 IAW'LT 336 --------------- & ------- ------ -------- A06OW A* 17 ----------- 336 ■ ■ ■ ----------- ------------ ------ ■ ------- ■ s L A EAs 7ER Y AFNER CEN INE 352 • • ----------- • - -------------- -- -------- ■ ------- ------------ • 352 348 --------- �m- -------- ------------- A 92 -------------- --------------- Q::: LO Q) • • 54 L • 344 ' ------ ------ • -------------- En J4'* NK aa C2 Pik SE*r# a m* FE • :257.39 LF p 0 win low A Aft 340 J6, ----------- -------- -------------- ------ 3*v No. C 007602 ------------- ------- & ------- • op) Exp- OF 3366 + ma ------ ------- ------- 336 --------- L------ -------- k ------- j - ------------ ---------------- ------------- - --------------- ---------- ----- --------- ------ ----------- -------------- ■ ■ ----------- -1 ------------- ■---------------- -------------- -------------- co z C)V) am a: r • • • Room 04 cr) N cc CD V� 0 X u'J < 4LL m 0 0 W i 'uJ K U) q r. COD O 11 �f�. I,z —G3a —� lF� - --------------- Akk md,4% ig HOr z. I inch = -- PROPOSED SEWER MAIN -� PROPOSED SEWER MANHOLE PROPOSED SEVER CLEANOUT 4 ft. EXISTING SEWER MAIN .......... ........ w...• EXISTING SEWER MANHOLE N .............................................. ............................................. .............................. • EXISTING CATCH BASIN EXISTING STORM DRAIN PIPE CD) — EXISTING STORM DRAIN MANHOLE • .............. ............................... ............................................. — PROPOSED CATCH BASIN - PROPOSED STORM DRAIN PIPE — PROPOSED STORM DRAIN MANHOLE M. H. #2 — SEWER MANHOLE NUMBER C. 0. #2 — SEWER CLEANOUT NUMBER S.D.M.H. #2 — STORM DRAIN MANHOLE NUMBER C.B. #2 — CATCH BASIN NUMBER ELEV. — ELEVATION TMH — TOP OF SEVER MANHOLE ELEV. TSDMH — TOP OF STORM DRAIN MANHOLE ELEV. T.C.O. — TOP OF CLEANOUT ELEV. NOR. FL — NORMAL FLOW•INE ELEV, DEP. FL — DEPRESSED FLOWILINE ELEV. CL — CENTERLINE INV. — INVERT ELEVATION C.O.B. — CITY OF BAKERSFIELD as - FLOW DIRECTION W— — PROPOSED WATER LINE — PROPOSED WATER SERVICE — PROPOSED LANDSCAPE SERVICE lil PROPOSED SURVEY MONUMENT ENCASEMENT (0.5%) — EXISTING SLOPE ................ ............ ............. .................. ............... — PROPOSED FIRE HYDRANT LOCATION 0 — EXISTING SURVEY MONUMENT ENCASEMENT 0 20 40 so I I (IN FEET 0-n CE � Y " L i��ki N-1. L LNN LQ r%j N 5- ti CTA - 1x_1_00 07 KI -..) I f1.— I %j T W %Jp W W t— 0 DUTCHMAN PEAK LANE & GRIZZLY PEAK DRIVE 12 119"' 120 �UTCy P 301, 300 10 SFE 4)JOe qNE 16 ff sou 'g w r vlwo %FW. %r IV 4 Ir 4, —1 IF W* 4,_r__v or 4-1w ww 'a. I Wr# {fors. 'PEA P"E I STA.— 20+47.77 N. PoCr--oMID PT. - N / z 111mw 4 .0, A s�,����gAy�, .0 Af � �� 000, Olin Cl-rA — n4 i C A Q K /"%. — I v -Ir v 4"r. u 16"1' L_. SIRRETTA PEAK PLACE & GRIZZLY PEAK DRIVE 16 17 is 19 70 71 77 '� FOR PHASE, I ONLY" l^ DRAWING OF RECORD LFALBERTO LOPEZ R. C. E 67602 EXP. 6/W/0`9 10 cr_ V) ig HOr z. I inch = 40 ft. Vert. I 1I1ch = 4 ft. .......... ........ w...• ....... ........ ........... ...... ......... ............................ ............. N .............................................. ............................................. .............................. • 15 .............................. .. 352 .................... .... ...................... ....................... ...... .......... ................ ........... • .............. ............................... ............................................. ............................................. ...................... 3-48 . .......................... ...................... ...................... ................. ......... ................. ............................................. ......................................... .•• ................ ............................. • • ������ "����iii ■ ■■ 344 .............................. ................ ............ ............. .................. ............... ................................................ .............. ........................ ....... ................... ............. .............. • 340 ........................ • I .............. ........................... ................................................ • .......••..•.•.•..•...•...•.....•...••.......• ............................................... ................. ............................ i .................. ... ................ ............. . ........................................ .................................. ........... .................... ................................ .......•.....• ............................................. •m •4 --- ------------------ 14 352 • 4. 4 ............... ...................... . ...... ..•.......... ............... ........ ..................... ♦ .......... ....... ............. ............ ............. ............... ........... ....................... •...................... ....................... '4 348 • .............. .................................. ........................................ ... . ........ .................. ................................................ ...................... LL. 3,44 ................. . ..... ....... ................................ .................................... ......... • ........ ................. .................. .... ..•...... ............................. • ..................................... . ........ 4 L4 f fl 340 ... . ............ . .••.. ..... ....................................... ................. ............... ........... ................. .............................. ...... ....................................... • .......................... ....................... 336 .............•....... ..•... ......... ....... ................... ................................... ......... ............................. ....•.........•.. ......•.....•.........................•.. ......................... ................ ........... ......w . ............... ...... ..... ............................ ............... .......................... ................................... . .......... ........................ ...................... ............ .......................... ... . .................. ♦ ..................... %w ......................... ................ ......... ............ ........ j ..... .................. ................. ................. .............. ........................ CTA - 1x_1_00 07 KI -..) I f1.— I %j T W %Jp W W t— 0 DUTCHMAN PEAK LANE & GRIZZLY PEAK DRIVE 12 119"' 120 �UTCy P 301, 300 10 SFE 4)JOe qNE 16 ff sou 'g w r vlwo %FW. %r IV 4 Ir 4, —1 IF W* 4,_r__v or 4-1w ww 'a. I Wr# {fors. 'PEA P"E I STA.— 20+47.77 N. PoCr--oMID PT. - N / z 111mw 4 .0, A s�,����gAy�, .0 Af � �� 000, Olin Cl-rA — n4 i C A Q K /"%. — I v -Ir v 4"r. u 16"1' L_. SIRRETTA PEAK PLACE & GRIZZLY PEAK DRIVE 16 17 is 19 70 71 77 '� FOR PHASE, I ONLY" l^ DRAWING OF RECORD LFALBERTO LOPEZ R. C. E 67602 EXP. 6/W/0`9 10 cr_ V) ig 00 0 fa• SHEET 15 OF: 27,1, wwl. a� -F, v IV EAYSIM PG&E. Xy H.P. GAS &M%AAWV rO REWAY 10� 123 1L1 STA.= 16+88.23 N. 10+00.00 E.X\\ q DUTCHMAN PEAK LANE & GRIZZLY PEAK QRIVE 120 IN FM Horz. .1 inch - 40 ft. Vert. 1 inch - 4 ft. POSED ' MW P4 & E. PMM EA&WNT PER DOC. AOO. 0204141616, DATED 06-21-04, OR. 5�ti�� G��� TNT Tr PHASE 1 1 PHASE 2 PHASE 1 1 PHASE 2 I'll A A, #A DUTCHMAN PEAK LANE MOONLIGHT PEAK DRIVF m SEE SHEET 23 MOONLIGHT PEAK DRIVE q�F 0 C�` CA W W 0 0 o � Q � Y " ti�W �2� Z�� FOR PF4A5e I ONLY N---s DRAWING OF RECORD L. ALBERTO LOPEZ R-CE 67602 j %, /%, ►& EXP. �6/30/ 6 T,���� -0 7 .G�.GC�iv� IMARIAN P. SHAW. R.C.E. 32178 DATE 10 11 12 13 14 15 1.6 17 18 �_ .,;---------------- ------------ r ---------------- ----------- ------------------------- ---- --------------- ------ ------- -------- Q) C - 356 __________ ___ _ ----------- % - ---------- 356 --------------- - -------------- --------- 100SMS NVPOSED S T PROFU: QC Cf% ti Qi 352 T 1� Vt .............. 19, 352 •�' --------- - ----- ------- ----------- ---------- % Q! le te te PROPOsED P y OKM 348 _ . • ------------- --------------- ----- --------- - ----------------------------- ----- ----- ----------- -- 348 D a 4 .41 FLO PROF X 344 ---------- ----------- ------------- --------- ------ -- - --------------- --------- - ----------- ---------- LIZ ... ------------- 46- -------- (00 Z pvc SENER a zt. C6 go. 62 LF 6 �pW SNER 0 a50 'q< LF 8 room g-KR a iog-28 snow= 100. 20 LF sp Pk nil pw 340 L F 8 4L ------ - ------- --- --------- --------- ------ 340 ------------- ---------- -- ------ -------------- --------------------------- 'Alm- ------- OKA =p� MWf 4�� I -%j 152.13 PIC �. SENN aw a2ix azw 336 336 ---- -------- - - --------- ---- ---- - ----- ----------- 332- ----- ------- ------- 332 ------ - ------- ------------ --- t ------ MULL 43, LF Avs TALL 5100 LF - 18' a—M R.Cp. wl R-ad SD am% W . Gj. D. s a5m • -------------- ------ ------- ---------- 0 NO. 0676-02 -------------- ------------ • -------------- ---------- -- ----- Exp. IV/ 0 CALW • ---------- ------ -------- -- ------------- ------- -------- -------- ----------------- ----- ----- --- ------------ ------- ------- ------- -------- ------ --------- ---------- ---- t ----------- ------------ --------- -- -------- ------- ------------ -A -------------- Cl) Cl) Cl) um Tm am Cl 0 I�.1.2 -329 (�2 PROPOSED SEXR.MAJN 0 - PROPOSED SEWR MANHOLE 0 - PROPOSED SEVER CLEANOUT - - EXISTING SEVER MAIN - EXISTING SEWR MANHOLE - EXISTING CATCH BASIN - EXISTING STORM DRAIN PIPE - EXISTING STORM DRAIN MANHOLE - PROPOSED CATCH BASIN - PROPOSED STORM DRAIN - PROPOSED STORM DRAIN MANHOLE 6. H. #2 - SEVER MANHOLE WAWR C9 O. #2 - SEVER CLEANOkJT NUW0ER S.D.M.H. #2 - STORM DRAIN MANHOLE NUlM0ER C.S. #2 -BATCH BASIN N 1 ELEV. - ELEVATION TMH - TOP OF SEWR MANHOLE ELEV. TSDMH - TOP OF STORM DRAIN MANHOLE ELEV. T.C.Q. - TOP OF CLEANCXJT ELEV. OR. FL - NORMAL FLOV&W ELEV. :.:DER. FL - DEPRESSET" FLOVILM ELEV. CL - CENTERLINE INV. - INVERT ELEVATION C.O.B. - CITY OF BAKERSFIEU - FLOW DIRECTION W- - PROPOSED WATER LINE - PROPOSED WATER SERVICE - PROPOSED LANDSCAPE SERWCE El - PROPW-0- SUR\0EY MOU ENCASEMENT (0.5%) - EXIS7144G SLOPE - PROPOSED FIRE HYDkANT LOCATION 0 EXISTING,SUR\0EY M U E't E04CASEMENT '10 v IV EAYSIM PG&E. Xy H.P. GAS &M%AAWV rO REWAY 10� 123 1L1 STA.= 16+88.23 N. 10+00.00 E.X\\ q DUTCHMAN PEAK LANE & GRIZZLY PEAK QRIVE 120 IN FM Horz. .1 inch - 40 ft. Vert. 1 inch - 4 ft. POSED ' MW P4 & E. PMM EA&WNT PER DOC. AOO. 0204141616, DATED 06-21-04, OR. 5�ti�� G��� TNT Tr PHASE 1 1 PHASE 2 PHASE 1 1 PHASE 2 I'll A A, #A DUTCHMAN PEAK LANE MOONLIGHT PEAK DRIVF m SEE SHEET 23 MOONLIGHT PEAK DRIVE q�F 0 C�` CA W W 0 0 o � Q � Y " ti�W �2� Z�� FOR PF4A5e I ONLY N---s DRAWING OF RECORD L. ALBERTO LOPEZ R-CE 67602 j %, /%, ►& EXP. �6/30/ 6 T,���� -0 7 .G�.GC�iv� IMARIAN P. SHAW. R.C.E. 32178 DATE 10 11 12 13 14 15 1.6 17 18 �_ .,;---------------- ------------ r ---------------- ----------- ------------------------- ---- --------------- ------ ------- -------- Q) C - 356 __________ ___ _ ----------- % - ---------- 356 --------------- - -------------- --------- 100SMS NVPOSED S T PROFU: QC Cf% ti Qi 352 T 1� Vt .............. 19, 352 •�' --------- - ----- ------- ----------- ---------- % Q! le te te PROPOsED P y OKM 348 _ . • ------------- --------------- ----- --------- - ----------------------------- ----- ----- ----------- -- 348 D a 4 .41 FLO PROF X 344 ---------- ----------- ------------- --------- ------ -- - --------------- --------- - ----------- ---------- LIZ ... ------------- 46- -------- (00 Z pvc SENER a zt. C6 go. 62 LF 6 �pW SNER 0 a50 'q< LF 8 room g-KR a iog-28 snow= 100. 20 LF sp Pk nil pw 340 L F 8 4L ------ - ------- --- --------- --------- ------ 340 ------------- ---------- -- ------ -------------- --------------------------- 'Alm- ------- OKA =p� MWf 4�� I -%j 152.13 PIC �. SENN aw a2ix azw 336 336 ---- -------- - - --------- ---- ---- - ----- ----------- 332- ----- ------- ------- 332 ------ - ------- ------------ --- t ------ MULL 43, LF Avs TALL 5100 LF - 18' a—M R.Cp. wl R-ad SD am% W . Gj. D. s a5m • -------------- ------ ------- ---------- 0 NO. 0676-02 -------------- ------------ • -------------- ---------- -- ----- Exp. IV/ 0 CALW • ---------- ------ -------- -- ------------- ------- -------- -------- ----------------- ----- ----- --- ------------ ------- ------- ------- -------- ------ --------- ---------- ---- t ----------- ------------ --------- -- -------- ------- ------------ -A -------------- Cl) Cl) Cl) um Tm am Cl 0 I�.1.2 -329 (�2 0 - PROPOSED SEW, R MANHOLE 0 - PROPOSED SEWER CLEANOUT - EXISTING SEWER MAIN EXISTING SEWER MAW40LE EXISTING CATCH 13ASIN EXISTING STORM DRAIN PIPE EXISTING STORM DRAIN MANHOLE PROPOSED CATCH BASIN PROPOSED STORM DRAIN PIPE PROPOSED STORM DRAIN MANHOLE A. H. #2 SEWER MANHOLE WAMBER C.O. #2 SEWER CLEA14()UT NU ER S.D.M.H. #2 STORM DRAIN MANHOLE N C.B. #2 CATCH BASIN NUMOER ELEV. ELEVATION TMH - TOP OF SEWER MANHOLE ELEV. TSDMH - Top OF STORM DRAIN MAW40LE ELEV. T.C.O. - TOP OF CLEANOkJT ELEV. NOR. FL - NORMAL FLOWILINE ELEV. ........... DEP. FL DEPRESSEj FLOWILINE ELEV. CL CENTERLINE INV. INVERT ELEVATION C.O.B. CITY OF BAKERSFIELD -INS— FLOW DIREC71ON W— PROPOSED WATER LINE PROPOSED WATER SERVICE PROPOSED LANDSCAPE SERVICE PROPOSED SURVEY MONUMENT ENCASEMENT EXISTING SLOPE J� PROPOSED FIRE HYDRANT LOCATION EXISTING SURVEY MONUMENT ENCASEMENT 0 20 40 so IN rurr Horz. I inch = 40 ft. Vert. 1 inch = 4 ft. 140 1 0 4, (z) Z co LC),- W�� ti Z O MIT.. 50 SEE SHEET 24 DOGTOOTH PEAK WAY 30 9 L— 31Y ,a'I 2V 1 20' 1 I & DOGTOOTH PEAK WAY DL'�'C�QviAN PEAK LANE PHASE 2 14 My 40 22 24 SrA 24+5&64 100* LT a EA" T A0. 9 Ilb �5�r v 51, e 3 5 FL STA = 25+24.38 AN 36 STAOQM� -NNW 24+53-64 E. I It DUTCHMAN PEAK DRIVE REVISICJN & APPROVED BY:., MAR41AN P. SHAW, RX.E. 3,2178 25 po XSI:- Co #J L MATE N po _j w LAm x w< u- 8 w- W 04 04 QD N w 0 CL • SHEET 1719 OF: 27 Il MCNEND --------- - D SEWER MAIN PROPOSED SEWER MANHOLE 14 SN EET 0 _PROPOSED SEWER CLEAW)UT SEE �K p ICE ;s� — - EXISTING SEWER MAIN - EY GRI �o �o ,� ( � A ISTING SEWER MAM40LE EXISTING CATCH BASIN 14, �r \A - EXISTING STORM DRAIN PIPE — "CCU L^- CTnDU MAIN UALUJtV r -qA PROPOSED CATCH BASIN PROPOSED STORM DRAIN PIPE v v C20, 4 PROPOSED STORM DRAIN MANHOLE � M N M. H. #2 - SEVER MANHOLE NUMBER F. STA.- 1 0--t 00.00 N C.0• #2 - SEVER CLEANOUT WJMBER STA.= 10+00.00 E. S.D. #2 STORM DRAIN MANHOLE NUMBER BUCKHORN PEAK DRIV M.H. -- E & bRIZZLY PEAK DRIVE C.B. #2 - CATCH BASIN NUMBER ELEV - ELEVATION TMH - TOP OF SEWER MANHOLE ELEV. T`SDMHl - TOP OF STORM DRAIN MANHOLE ELEV. cc T.C.O. - TOP OF CLEAM)UT ELEV. NOR. IT - NORMAL FLOWLINE ELEV. P. FIL - DEPRESSED 7LOWLINE ELEV. 1 c') 0>5 CL - CENTERLINE �"` y INV. - INVERT ELEVATION C.O.B. - CITY OF BAKERSFIELD ounxr i; ..,,�.._. - FLOW DIRECTION —W— - PROPOSED WATER LINE 0 PROPOSED WATER SERYM PROPOSED LA WADE SERVICE El - PRCPOWD SUiRVEY MOM ENT ENCASEMENT (0.5%) — LXISTING SLJ)PE PROPOSED FIRE HYDRANT "'OCATION EXISTING SURVEY ITT CAST 0 2^ 40 so m IN FTM Horz. 1 inch — 40 ft* Vert. I inch — 4 f to 1 t� M00C= W" OW P•G & E. PWLW EA NT' P& DX. NO. 0 Z4.141616.. DA 1M 00-21-o4., O.R. EXSMG P.G.All-fe. 36' H.P. CAS MAW /0100� TO Awm 11 WAY SA env PEAK SaERRY L 17 PHASE 2 ilW SEE SHEET 20 OWENS PEAK WA Y 3o• 30, 10, 1 20' 20• 101 A Ila t*nS`' % *�^, 81 +o� 80 AM a/ V 0 *4 1 TE AV #I c,� s�. � p w WOW"% 100 10 STA.- 10+00.00 N. STA.- 15+43-15 E. �BUCKHORN PEAK DRIVE & OWENS PEAK WAY REVISION A APPROVED BY-,,. MLAJII}A! P. SHAW, R.C.E. 32178 ------------ ---------------- -------------- 471;: - ---------- ------ ------------- v (z) ■ 356 ■ --------- ------ Go t4p •-AN, - - - - - 11 - - - - - -------- - ------ -------------- S _ti ACCESS ROAD 12L lz 352 <1 A SEWR aW RUE ------ ------ 14.K-- J--------------- fN,$f V N D S T"A?,A Wv CMM,1NE, (Z) ■ Q) ■ 12 AkW IN 348 ------------ ------ --- ------ ------ ---- DW 001Z L • L ------ -------- ----------------- ------------ JL ---------- -------------- --- L L Sff uSliff T 27 AOR SLAW MUCETA: G 0 LF ero TODXS A " • AV 00 ir 49 pw 341.2 % a 51X 340 ---- ---------- --- ------- -- - ---------- ------ ------- STA 11+4*14 50 S TA w 12+40 14 .1 M' L To sim arm wr ma to M400LE Na 45 I AV �4z, ; 1) C 44 �d -a3� 352 0 344 340 -- 336 332 -- wl Rol S. qM _� Ak Aw ' A = 1 1 L T. 336 ------ -------- tl ---------- ----------- - ---- -------- --- alur sxwnw - -- -- ----------------------- --- - ----- m. aaa sm. S-f am% 0.27X awx■ —goo- 332 -------- ----------- ■ ------------ ----------- ----------- ---.& ---------- A; TAU 4J LF ----------- & .141 at--- za P. wl R. a j so a2m W U U Jff. LF M* Ct— M R. •p wl R.G.►• S.D. amx ---- ----------- #6 TAU No 71 ------ ---------- --------- 3om a-M R. A No. C 067602 .� W / 'Rj.G s-D. a2 Exp.*Fm-i ■ 0 • - - - - - - - - - - - - - - - ----------- - - - - - - - - - - - - - - - - - - - - ----------- --------- ---- --------- ------ • �d -a3� 352 0 344 340 -- 336 332 -- wl Rol S. qM _� Ak Aw 352 0 344 340 -- 336 332 -- wl Rol S. qM _� Ak Aw iv o 10 40 so (IN FLICT Horz. 1 inch — 40 ft. Vert. I inch — 4 ft. 16 Q) Qj L L 100 PIi7 --------- ■ SEWER MAIN --- --- - ---- ■ ■ T PROFXE PROPOS71 SEWER MANHOLE 0 PROPOSED SEWER CLEANO(JT EX(ISTING SEWER MAIN kS\ F)ClST*#G SEWER MANHOLE ISTNG CATCH BASIN `X Aw E)OSTING STORM DRAIN P (D) — EXISIWG STORM DRAIN MANHOLE — PROPOSED CATCH BASIN — PROPOSED STORM DRAIN PIPE — PROPOS ED STORM DRAIN MANHOLE M. H. #2 — SEWER MANHOLE NUM DER C.O. #2 — SEWER CLEANCXJT NUMBER S.D.M.H. 02 — STORM DRAIN MANHOLE NIMBER C.B. 02 — CATCH BASIN NU ELEV. ELEVATION TMH TOP OF SEWER MANHOLE ELEV. TSDMH TOP OF STORM DRAIN MANHOLE ELEV. T-C-00 TOP OF CLEANOUT ELEV. NOR. FL — NORMAL FLO*LW ELEV. DEP. FL — DEPRESSED r � wuw ELEV. CL — CENTERLINE INV. INVERT ELEVATION C-0-8. CITY OF BAKERSFIELD FLOW DIRECTION —w PROPOSED WATER LINE c" eq PROPO D WATER SER"CE PROPOSED LANDSCAPE SERVICE PROPOSED SURVEY MONUMENT ENCASEMENT E)(ISTNG SLOPE PROPOSED FIRE HYDRANT LCCATION --------- ------------ E T*4G SURVEY MONUMENT Eh�ASEMENT iv o 10 40 so (IN FLICT Horz. 1 inch — 40 ft. Vert. I inch — 4 ft. 16 Q) Qj L L 100 PIi7 --------- ■ ----- I ■ ■ T PROFXE • ■ • ■ A ■ M SEXR Aw ■ ------------ ■ ■ ■ ■ • • • • • PVC MW v a ■ ----------- • ■ ■ 175.00 LF 6 0 a 5 ■ 255-93 LF 8 IC --- nL--. ----------- ----------- c" eq ----- ----- -------------- • ■ ------------- • ■ ■ ■ -------------- --------- ------------ ---- ■ ■ ■ ----------------- I- ------- ------ ---------------------------------------------- t ---------- 21 I'll" FL STA = 21+19.17, Pt^,,W 190 STA J0#W 04 a Wp L lo AL k a JIF CLEAAW A00. 11 91 Xs STA.= 20+75-93 E. tE BLUCKHORN PEAK DRIVE REVISION A APPROVED BY-. Em 22 y AV4 R P. SHAW, R-CE. 3 21� 6 1 1 cZ,AD.o7 DATE Z5 * m m ----j 9 luill Aw asV A I = SEE SHEET 18 BUCKHORN PEAK DRl VE 10, 20' 2V 10 ly --aw-r� - 103 a cA my &uw on o Ns 7 W 'OA " w/1 0 AM. R. 3400 am. n = 307.&y R/11' 4 f%n STA. = 10+00-00 N. OWENS PEAK WAY & BUCKHORN PEAK DRIVE 101 Ju Ju SEE SHEET 18 BUCKHORN PEAK ORl liE S PE,,, A.li WAY Rik% 2 SEE SHEET 21 METROPOLITAN WAY 309 3cr 10, L zo 20' 10, 56 OWENS PEAK WAY L I f"rT1 ^.M, ^1 1 -r ♦ ► I tA1 A kJo STA aw tj+4f&*4 Iff Mr. SEE SHEET 21 METROPOLITAN WAY REVISION Q APPROVED BY:. Civl\- As r4m.A: L .I` -/lv -06- 7 DATE. -TT db • ■ PROPOSED SEVIER MAIN W/ PROPOSED SEVER MANHOLE * &A OTTAU o PK 0 SEWR CLEANOUT X E r" SEWR MAIN F E le7 k5l) - EXiST*4G SEVER MANHOLE - EXIST CATCH BASIN • ------------- - EXIST STORM DRAIN - E)klSIWG STORM DRAIN MAM %-jLE , PROPOSED CATCH. BASIN, - PROPOSED STORM DRAIN PIPE - PROPOSED STORM DRAIN. MANHOLE M. H. #2 - SEVER MANHOLE NUOAM C.O. #2 - SE* ER CLEAT XJT NL44M S.D.M.H• #2 - STORM DRAIN MANHOLE NLOAM -------------- C.B. #2 - CATCH BASIN ICU ELEV. - ELEVATION • TMH - TOP OF SE*" MANHOLE ELEV. ■ TSDMH - TOP OF STORM DRAIN MANHOLE ELEV. T.C.O. - TOP OF CLEAW,)tJT ELEV. NOR. FL - VORMAL FLOVILW ELEV. DEP. FL - DEPRESSED FU W ELEV. ■ ■ CL - CENTERLINE INV. - INVERT ELEVATION C.O.B. CITY OF BAKERSFIELD Exp.A FLOW DIRECTION ■ ■- PROPOSED WATER LWE ■ ■ ■ ■ WATER SERVICE m piq mop qurvw—u LAID. APE SERVIM - - - - - - - - - - - - - - - - - - - - - --- - El -mlROPOSM "VEY MOWJMIENT ENCASEMENT (a.5 E)GS7*4G SLOPE PROPOSES! FIRE HYDRANT 0 20 40 so 0 E)GST*4G SURVEY MOWA41ENT ENC"SUlENT 07 Di (r) Horz. I inc h = 4-0 ft. Vert. I inc h 4 ft. SEE SHEET 18 BUCKHORN PEAK DRl VE 10, 20' 2V 10 ly --aw-r� - 103 a cA my &uw on o Ns 7 W 'OA " w/1 0 AM. R. 3400 am. n = 307.&y R/11' 4 f%n STA. = 10+00-00 N. OWENS PEAK WAY & BUCKHORN PEAK DRIVE 101 Ju Ju SEE SHEET 18 BUCKHORN PEAK ORl liE S PE,,, A.li WAY Rik% 2 SEE SHEET 21 METROPOLITAN WAY 309 3cr 10, L zo 20' 10, 56 OWENS PEAK WAY L I f"rT1 ^.M, ^1 1 -r ♦ ► I tA1 A kJo STA aw tj+4f&*4 Iff Mr. SEE SHEET 21 METROPOLITAN WAY REVISION Q APPROVED BY:. Civl\- As r4m.A: L .I` -/lv -06- 7 DATE. -TT db 1`11 'ol k I e) L / 001- ..l.^ it -,on • ■ W/ R G.J. SD. ® 1. ' or * &A OTTAU 2WX *81 (x X F E le7 • ------------- ■ -------------- ............. • ■ No. C • ■ ■ ■ Exp.A ■ ■- ■ ■ ■ ■ - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - 1`11 'ol k I e) L / 001- ..l.^ it -,on A 0 20 40 so IN FM Horz. I inch = 40 ft. Vert. I inch —4 ft. SEE SHEET 23 MOONLIGHT PEAK DRIVE 3v 3v J 10• 2V xa 10 • 5 • 125 STA.- 10+00.00 N. STA.= 10+00.00 E. METROPOLITAN WAY & MOONLIGHT PEAK DRIVE rrr 6*19 UA " 2t ov 2 1 oe RliV—f let 109 — PROPOWED SEWR MAIN — PROPOSED SEWER MANHOLE o — PROPOSED SEWER CLEAJ)T — EXISTING SEWER MAIN 122 — EXISTING SEWER MANHOLE 120 — EXISTING CATCH BASIN — EXISTING STORM DRAIN — EXISTING STORM DRAIN MANHiOLE Cwft iol a= — PROPOSED CATCH BASIN — PROPOSED STORM DRAIN PIPE PROPOSED STORM DRAIN MANHOLE M.H. #2 — SEWER MANHOLE N C.O. #2 — SEWER CLEANOUT NUMBER S.D.M.H. #2 — STORM DRAIN MANHOLE NUMIDER C.B. #2 — CATCH BASIN NUMBER ELEV. — ELEVATION TMH — TOP OF SEWER MAININCLE ELEV. TSDMH — .TOP OF STORM DRAIN MANHOLE ELEV. T.C.O. — TOP OF CLEAN IT ELEV. NOR. FL — NORMAL FLOW INE ELEV. DEP. FL — DEPRESSED FLOVILINE ELEV. CL — CEN TERLINE INV. — INVERT ELEVATION C.O.B.. — CITY OF BAKERSFIELD FLOW DIRECTION W— PROPOSED WATER LINE PROPOSED WATER SERVICE PROPOSED LANDSCAPE SERVICE PROPOSEC SURVEY MONUMENT ENCASEMENT (0.5 X) — EXISTING SLOPE . PROPOSED FIRE HYDRANT LOCA1iON 0 — EXISTING SURVEY MONUMENT ENCASEMENT 0 20 40 so IN FM Horz. I inch = 40 ft. Vert. I inch —4 ft. SEE SHEET 23 MOONLIGHT PEAK DRIVE 3v 3v J 10• 2V xa 10 • 5 • 125 STA.- 10+00.00 N. STA.= 10+00.00 E. METROPOLITAN WAY & MOONLIGHT PEAK DRIVE rrr 6*19 UA " 2t ov 2 1 oe RliV—f let 109 ; JI- 122 121 120 1 19 10 ju ju SEE SHEET 20 OWENS PEAK WAY Q) Q) o � � 3 N 2ti Q) W � O c� Q� L.Aj NOTES: 1. ALL PIPE TO BE R.C.P. WTH R.G.J.. SIZE AS NOTED TO REDUCE CLUTTER 4 / 0,1111111111111. 00 to If REVISION A. -1tla ai� 7 Awl R. C. DATE 'IAN P. s 'w 3 217 8 WAY MAW H 10 11 12 13 14 15 16 •- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - --------------- --------- ------- ICY- -- ------------- - ----- -------------- -------------- ------ Qs Q) u% ■ Q') ■ 356 - ------- ------------- ------ 356 ■ ■ Q) ro Q� S T x 352 A T awmqww -------------- ■ --------- 352 o ...... ■ - --------- ;4 -- ------------- ----------- ------------ ---- ii Cs 348 • )Io.� ----------------- 348 ------------- -------------- - -------------- ---------- ----------- -- 3444 ----------- • ■ ---------- - ---- -- - --------- ---------- 344 ---------------- • --------------- ------------ (J) j■ Z! Q) LQ 4j ,,III will • "Jills--mi ■ v 00 T ------------ ------ jo&xm a Xr L - • ------- --------------------- ------------------------------- • ------------ 3., --------- - ■ -------- sni illIMAWME 10. 400 C2 Jill P4 ve 5A2. 0 STA 0+4904 1 L • • ■ ■ • ■ 3 - - - - - - a,= ------ ----------- -------- --------- 336 q - -------- ------ --------- 'I PT J! 30) 47f 15 7 _10ou'll' 0). 6 1 !3 ■ • ■ • 332 -------- - ------ 332 ■ ■ . . . . . . . . -------- ------ ■ ---------------- ------------- ------------ ---------- ----- -------------- ----------- --------- ■ ■ #6 't X—L JJI-66 IF X" a—/# R.C.P. W/ G.J. D. 0 ES ------------- T ------ - -------- ------------- N No C 067602 ■ • All --------- --- ----------- ------------- ------ ----------- ---- C ■ ■ ■ ■ ■ Mff PR IU 1 A -------- ------ t --------- • ------------ ----------------- ----------- ■ ----------- -- ---------- -A ------------- • V_ 0 1 po 04 po x uj < u- m 0 0 w uj 04 C14 0 g 4 0 _j An I l?�.� I, 2—L�3�9 1�-�— 0 20 40 so I I IN FT" Horz. I inch = 40 ft. Vert. I inch = 4 ft. 0 Q) Q; N 3 � � Z W � Q O � Q) O Z ��i ti L,J 71 OLD RIVER ROAD OLD RIVER ROAD METROPOLITAN WAY PHASE 2 16 17 is 19 90 71 NOTES: 1. ALL PIPE TO BE R.C.P. WITH R.'G.J.. SIZE AS NOTED TO REDUCE CLUTTER REVISION APPROVED BY: m DA M SEWER MAIN PROPOSED SEWER MANHOLE o — PROPOSED SEWER CLEAN.OUT ---------- EXISTING SEWER MAIN kSl - EXISTING SEWER M,A*4OLE - EXISTING CATCH BASIN Q) - EXISTING STORM DRAIN PIPE — EXISTING STORM DRAJN MANHOLE - PROPOSED CATCH BASIN - PROPOSED STORM DRAIN PIPE - PROPOSED STORM DRAIN MANHOLE M. H. #2 - SEWER MANHOLE NU ER C. 0. #2 - SEWER CLEANOUT WA49ER S.D.M.H. #2 - STORM DRAIN MANHOLE NUMISER C. B. #2 - CATCH BASIN NUMKR ELEV. - ELEVATION TMH - TOP OF SEVIER MAM40LE ELEV. TSDMH - TOP OF STORM DRAIN MANHOLE ELEV. T. C.00 TOP OF CLEANOUT ELEV. NOR. FL - NORMAL FLOALKE ELEV. DER. FL - DEPRESSED FLO%LINE ELEV. CL - CENTERLINE INV. - INVERT ELEVATION C.O.B. - CITY OF BAKERSFIELD FLOW DIRECTION -W- PROPOSED WA70 LINE PROPOSED WATER SERVICE --�. — PROPOSED LANDSCAPE SERYM PROPOSED SURVEY MONUMENT ENCASEMENT EXISTING SLOPE PROPOSED FIRE H1 ANT LOCH MON EXISTING SURVEY MM#L%KNT ENCASEMENT 0 20 40 so I I IN FT" Horz. I inch = 40 ft. Vert. I inch = 4 ft. 0 Q) Q; N 3 � � Z W � Q O � Q) O Z ��i ti L,J 71 OLD RIVER ROAD OLD RIVER ROAD METROPOLITAN WAY PHASE 2 16 17 is 19 90 71 NOTES: 1. ALL PIPE TO BE R.C.P. WITH R.'G.J.. SIZE AS NOTED TO REDUCE CLUTTER REVISION APPROVED BY: m DA M 344 • ---- ----------- --------------- a ------ ■ 344 ■ ■ ■ - - - - - - - - - - - - - Q.. L L 340 ------- ------------- ------- 340 ----------- • yes= m ncr em • co zx law ■ now ".31 LF go' Pw' SENIEN 0 O.vx AWk 3%>0 ---------- -------- ------- ------ • ------ --------- 33 • 6 ------------ -------- ------- - uj -------- 46 ------ ---------- 4� --------- -------------- ------------- ------ ------------ -- ------- E ------- - ------ ■ ■ • • ■ ■ ------- - ------ --------- • G 0157= CIV ■ OF C • • ------------- -------------- - -------------- --------------------------- ----------- L --- --------- I ------ -------------- ------------- 4,-- -------------- L ------------- J-- ------------ I--- ------------ i.... --------- - ------------ -A ------------ -A - ------------------------- t �40- fl I � -------------- ---------- ------- Q) --- ------------ ---------- - ------ ------ --------- 356 • ---------- ------ ; 3 �T PLT AT N Maw • • ------------- --------- , ------------ 352 - • Q) Q) . . ---------- • ------------- ---------- ---- ------ ------------- qsmiw_,_ ---------------------- ------------ -------- ----------------- ---------- . ---- ---- . 3 A 0 • 344 • ---- ----------- --------------- a ------ ■ 344 ■ ■ ■ - - - - - - - - - - - - - Q.. L L 340 ------- ------------- ------- 340 ----------- • yes= m ncr em • co zx law ■ now ".31 LF go' Pw' SENIEN 0 O.vx AWk 3%>0 ---------- -------- ------- ------ • ------ --------- 33 • 6 ------------ -------- ------- - uj -------- 46 ------ ---------- 4� --------- -------------- ------------- ------ ------------ -- ------- E ------- - ------ ■ ■ • • ■ ■ ------- - ------ --------- • G 0157= CIV ■ OF C • • ------------- -------------- - -------------- --------------------------- ----------- L --- --------- I ------ -------------- ------------- 4,-- -------------- L ------------- J-- ------------ I--- ------------ i.... --------- - ------------ -A ------------ -A - ------------------------- t �40- fl I � METROPOLITAN WAY & MOONLIGHT PE ,AK DRIVE x 1 4 SrA 10"K!a 10 RE D. ALE ma 5 � 1-23 FL STA = 08+89.0 122 FL S TA = 08 + 75. lot 2V 10, 36 30 SEE SHEET 21 METROPOLITAN WA Y A ^ � 'A Aft aft 'A Aft Aft SEE SHEET 16 DUTCHMAN PEAK LANE 301 30 9 101 m0 200 10 MOM" w x 137 SIAA w IJ+X.ft taor RT. acAmv aw m s r# F 'PAvwlj o am= NX n w 307.35 138 STA.- 13+11.64 N. STA.- 16+02.87 E. � MOONLIGHT PEAK DRIVE & DUTCHMAN PEAK LANE .50- SEE SNEET 16 DUTCHMAN PEAK LANE NOTES: 1. ALL PIPE TO BE R.C.P. WITH R.G.J.. SIZE AS NOTED TO REDUCE CLUTTER REVISION D APPROVED BY: MARIAN -'P,, SHAVIs R.C.E. 32176 l0-0�'14 pit le 7 DA -------------- ----------- �.� ------------ Q) Q.1) • ------------ - ---- - ---------- ------------- ------- - Q) • L-JLJ 4z (Z) QL QL 11 356 �z ■ ------- I ------ --tit -------- - 356 ------------ ----------- -------- • � Ilk S, T PROFXE &Ar 52 j • 3- ■ left A 352 --------- ---- - ---------- ----- - -------- Q! te iA ■ 3— ---------- ------ --------- ----- --------- ■ 348 --------- - -- ------------- --- ----------- ------ - -------- ------------- 344 344 -------------- -------------- --- ----------- 290.00 PIC SEWR d amx 7 STA 10+xft Iff LT,, ---------- 4 - - ---------- -------------- 0 --------- ------- MAAA&Alft P Ad 412 STA 1j+w 40 Iff LT. Ata x ajtx ala • 336 336 Nal ----- --------- --------- & ------ ----------- ------- MOP"- --------------- - ----------- ------ --------- ----- --------- ■ • ------------- • --- - ----------- ------- -------------- 45.14 LF 24 -N R.CP. ---------- --------- ------------------- ------------- ---- ------------ • ---------- ------ --------- ------------- NSTALL 294.1 LF 30" CL -M R. A wl R. .4 sa e a2ox a AdL T. ---------- ■ ---------- • ---------- NO. C 067602 Exploll OF 0� -------- - ------ ----------- -- - ------------ PROIYW T 7,N ---------- I ---- ---------- 3 ----- --------- I ------ - ------ -------- ------ ---------- ----------- 'L -------- ------- --------- ----- ----------- ----------- ------------- ■ ■ T- 0* POr*.-- QD r -- A 4a —POP D SEWER MAIN — PROPOSED SEWER MANHOLE C-4 o — PROPOSED SEWER CLEANOUT — EXISTING SEWR MAIN %,S — EXISTING SEWER MANHOLE — EXISTING CATCH BASIN — EXISTING STORM DRAW4 PIPE — EXISTING STORM DRAIN MAW40LE — PROPOSED CATCH BASIN — PROPOSED STORM DRAIN — PROPOSED STORM DRAIN MANHOLE M.H. 02 — SEWER MANHOLE NiUMKR C. 0. #2 — SEWER CLE►NOUT WJIAKR S.D.M.H. #2 — STORM DRAIN MANHOLE NLM" C.B. #2 — CATCH BASIN NUMiKR ELEV. — ELEVATION TMH — TOP OF SEWER MA141HOLE ELEV. TSI)W — TOP OF STORM DRAIN MANHOLE ELEV. C.O.B. — CITY OF BAXERSIFIELD T.C.00 — TOP OF CLEANIOUT ELEV. as o , FLOW DIRECTION NOR. FL — NORMAL FLOWLINIE ELEV. w— — PROPOSED WATER LW DEP. FL — DEPRESSED FLOVAJNIE ELEV. is PROPOSED WATER SERVICE CL — CENTERLINE a — PROPOSED LANDSCAPE SERVICE INV. — INVERT ELEVATION El PROPOSED EY MO WJW NT ENCASEMENT SURV EXISTING SLOPE — tz PROPOSED FIRE HYDRANT LOCATION EXISTING SURVEY MONUi"T ENCASEMENT 20 4© so IN FEET Horz. I inch = 40 ft. Vert. I inch = 4 ft. METROPOLITAN WAY & MOONLIGHT PE ,AK DRIVE x 1 4 SrA 10"K!a 10 RE D. ALE ma 5 � 1-23 FL STA = 08+89.0 122 FL S TA = 08 + 75. lot 2V 10, 36 30 SEE SHEET 21 METROPOLITAN WA Y A ^ � 'A Aft aft 'A Aft Aft SEE SHEET 16 DUTCHMAN PEAK LANE 301 30 9 101 m0 200 10 MOM" w x 137 SIAA w IJ+X.ft taor RT. acAmv aw m s r# F 'PAvwlj o am= NX n w 307.35 138 STA.- 13+11.64 N. STA.- 16+02.87 E. � MOONLIGHT PEAK DRIVE & DUTCHMAN PEAK LANE .50- SEE SNEET 16 DUTCHMAN PEAK LANE NOTES: 1. ALL PIPE TO BE R.C.P. WITH R.G.J.. SIZE AS NOTED TO REDUCE CLUTTER REVISION D APPROVED BY: MARIAN -'P,, SHAVIs R.C.E. 32176 l0-0�'14 pit le 7 DA -------------- ----------- �.� ------------ Q) Q.1) • ------------ - ---- - ---------- ------------- ------- - Q) • L-JLJ 4z (Z) QL QL 11 356 �z ■ ------- I ------ --tit -------- - 356 ------------ ----------- -------- • � Ilk S, T PROFXE &Ar 52 j • 3- ■ left A 352 --------- ---- - ---------- ----- - -------- Q! te iA ■ 3— ---------- ------ --------- ----- --------- ■ 348 --------- - -- ------------- --- ----------- ------ - -------- ------------- 344 344 -------------- -------------- --- ----------- 290.00 PIC SEWR d amx 7 STA 10+xft Iff LT,, ---------- 4 - - ---------- -------------- 0 --------- ------- MAAA&Alft P Ad 412 STA 1j+w 40 Iff LT. Ata x ajtx ala • 336 336 Nal ----- --------- --------- & ------ ----------- ------- MOP"- --------------- - ----------- ------ --------- ----- --------- ■ • ------------- • --- - ----------- ------- -------------- 45.14 LF 24 -N R.CP. ---------- --------- ------------------- ------------- ---- ------------ • ---------- ------ --------- ------------- NSTALL 294.1 LF 30" CL -M R. A wl R. .4 sa e a2ox a AdL T. ---------- ■ ---------- • ---------- NO. C 067602 Exploll OF 0� -------- - ------ ----------- -- - ------------ PROIYW T 7,N ---------- I ---- ---------- 3 ----- --------- I ------ - ------ -------- ------ ---------- ----------- 'L -------- ------- --------- ----- ----------- ----------- ------------- ■ ■ T- 0* POr*.-- QD r -- A 4a �v . I.2-03 29 C-4 �v . I.2-03 29 mj"'paq� PROPOSED SEVIER MAIN PROPOSED SEWER MANHOLE SEVIER CLEANOtJ T EXISTING SEVIER MAIN ` � - EST %G SEVER MANHME EXIST 04G CATCH BASIN EXiST*4G STORM DRAIN PIPE Q) 04STING STORM DRAIN MANHOLE )POSED CATCH BASIN PROPOSED STORM DRAIN PIPE PROPOSED STORM DRAIN MANHOLE M. H. # k SEVIER MANHOLE W)M1KR C.O. #2 SE1 CLEAN OUT 11111.408 S.D.M.H. #2 STORM DRAB MANS NJUNIER C.B. #2 CATCH BASIN INILMNER ELEV. ELEVATION TMH - TOP OF, SEVER MANHOLE ELEV. TSDMH - TOP OF STORM DRAIN MANHOLE ELEV. C.O.B. - CITY OF BWEVtSFXU T.C.09 - TOP OF CLEAWX)T ELEV. - FLOW VIRECT10N NOR. FL - NORMAL FLOWJNE ELEV. —W— • - WATER LINE DEP. IF L - DE SEC FLO1WJNE ELEV. WATER VICE CL CEN TERLINE LANDSCAPE SERVICE V. INVERT ELEVATION E) PROPOSED SURVEY MOWAMENT ENCASEMENT (0-5X) E)4ST*4G SLOPE 4j - PROPOSED FIRE HAAANT LocArm 0 - EXtST*4G SURVEY MOWJMENT EWCASEMENT SEE SHEET 17 DUTCHMAN PEAK LANE 1w 30 lot 20) za' RIW 46 $TA w I&M4 45 Rl*# q DOGTOOH PEAK WAY & DUTCHMAN PEAK LANE 10! 20! 20 10 43 too 309 so t -00 30 am SEE* SHEET 17 DUTCHMAN PEAK LANE WWI I cm 0 20 40 so IN FM Horz. I inch — 40 ft. Vert. 1 inch — 4 ft. 10 SEE - SHEET 25 SENTINEL PEAK PLACE 309 v 10o' 9 20 1 m• 10' — &P Aw_ 10VbM9% aW L I. Nam S TA. -- 1jj14.00 N. STA.- 14+62.06 E. Z DOGTOOTH PEAK WAY & SENTINEL PEAK PLACE 10, 20' 209 lot F 309 v SEE SHEET 25 SENTINEL PEAK PLACE A PF4A K. WAY 11 12 - - - - - - - - - - - - - - 13 Q- & SE 10' 1 200 20#- 10 1 30 9 3w SEE SHEET 25 SENTINEL PEAK PLACE HARRIS ROAD REVISION D APPROVED BY: 7 AAARIAN P, SHAW, X.C.E. 32178 100 A H E� T17 PEAK WAY OCK,----- PHASE 2 io 12 iri 1 0 c� /rev . (. 2 -�32q l�-� Q) ■ IV% - ---------- 71< Q) ;2 ---- - --------- ------------ co • 356 Q ----- - --------- 356 Sfftt'T PROFXE ■ A T CEN MR OVE 352 • - • AT CENMRM ---------- 352 Now-- 348 ---------- --- ----------- 348 • • -------- - ----- ----------- ------ ------ - ----- -------- --- ---- - ------------- ------------- 344 34tv • ------ ---- 311101v • • X4.00 IF • VI XWR a 44 9 336 ---------- ------- - ------ ----------- 2, • ------------- 300 332 WF Ilk 332 •--- z z low JQ C4 r c' ------------------------ U.- -- ----- Qc t4h C4 V, : --------- ------ -------------- - -------------- WITW ----------- > ■ A* --- ---- - -- ■ No. 067W2 4* lei --------------------------- ------------- I- --------------- ---------------- -------------- ---------------- --------- ---- ---------- ----- --------- ------ ----------------- --------------- --------------- ---------------- --------- -- ----- ------- ■ ------------- ----------- --- -------- iri 1 0 c� /rev . (. 2 -�32q l�-� - 155 FL SFA = 09+66.76, Pl^,,G6 FL SrA = 08+89.71, PfrvG9 154 �--, _ SENTINEL PEAK PLACE 153 STA -w 00+0& 1 m aL 0 20 40 so IN FEEI Horz. 1 inch - 40 ft. Vert. 1 inch , - 4 ft. -k � 5i 152 SEE SHEET 24 HOCKETT PEAK WAY 10, 2V 2(f Now* 10, a m 5 m a I I STA.= 10+00.00 N. STA.- 11+55.00 E. (j HOCKETT PEAK WAY & SENTINEL PEAK PLACE I Q YJ A MA' KI:l -- 9 _AN �J STA.= 13+14.00 N. STA.= 14+62.06 E. DOGTOOTH PEAK WAY 30' SEE SHEET 24 DOGTOOTH PEAK WAY 25 II 0 0 O U � � N Y � 4# L-Li ti.......... --------- 1 REVISION A APPROVED 13Y-.. IRIAN P., SHA% 1R.G.E. U178 mat vs - a -/G -07 GATE PROPOSED: SEWFR , MAIN PROPOSED SEVER MANHOLE 10 PROPOSED SEWER CLEANOUT EXISTING SEWER MAIN 14 • EXISTING SEWER MANHOLE EXIST#4G CATCH BASIN EXISTING STORM DRAIN EM STS STORM DRAIN MAI*40LE PROPOSE CATCH BASIN . - PROPOSED STORM DRAIN PrE PROPOSED STORM DRAIN MANHOLE M. H. #2 — SEWEk MAW40LE NUMOER C. 0. #2 — SEWER CLEANOUT NUMBER S•D.M.H. #2 — STORM DRAIN MANHOLE NUMM C.B. #2 — CATCH BASIN NUMIKR ELEV. — ELEVATION TMH — TOP OF SEWER MANHOLE ELEV. TSDMH — TOP OF STORM DRAIN MANHOLE ELEV. C.O.S. — CITY OF BAKERSFIELD T.C.O. TOP OF CLEANOUT ELEV. -own_ FLOW DIRECTION NOR. FL — NORMAL FLOWLINE V. W— — PROPOSED WATER UNE DEP. FL — DEPRESSED FLOWLINIE ELJEV- WATER. SERVICE CL C EN a PPD LANOA PE SERVICE INV. INVERT ELEVATION PROPOSED SURVEY MONUMENT ENCASEMENT (0.5X) EXISTING SLOPE PROPOSED FIRE HYDRANT LOCATION EXIST*4G SURVEY MONUMENT ENCASEMENT - 155 FL SFA = 09+66.76, Pl^,,G6 FL SrA = 08+89.71, PfrvG9 154 �--, _ SENTINEL PEAK PLACE 153 STA -w 00+0& 1 m aL 0 20 40 so IN FEEI Horz. 1 inch - 40 ft. Vert. 1 inch , - 4 ft. -k � 5i 152 SEE SHEET 24 HOCKETT PEAK WAY 10, 2V 2(f Now* 10, a m 5 m a I I STA.= 10+00.00 N. STA.- 11+55.00 E. (j HOCKETT PEAK WAY & SENTINEL PEAK PLACE I Q YJ A MA' KI:l -- 9 _AN �J STA.= 13+14.00 N. STA.= 14+62.06 E. DOGTOOTH PEAK WAY 30' SEE SHEET 24 DOGTOOTH PEAK WAY 25 II 0 0 O U � � N Y � 4# L-Li ti.......... --------- 1 REVISION A APPROVED 13Y-.. IRIAN P., SHA% 1R.G.E. U178 mat vs - a -/G -07 GATE --------- ----- ---------- I - --- 1. 1 - kec� 1 xi ANN. Aw 10 11 12 13 14 • 15 • Lr) . . - - ------------- • 4 O 356 Zl C. 35.6 ■ ------- -------- +A s T PROFXE T A SEWS C• 2 ■ ■ • LIJ 34■ QL ■ ■ ■ L L- 344 ■ ■ Q ■ • ■ ■ 340 -------■ ■ ■ • 00 336 3■ • .J 332 332 ------- ------- ------- 0 C-• E • L4xMF ■ -------------- 6- --- ----- C ------ --------- ----- ---------- I - --- 1. 1 - kec� 1 xi ANN. Aw PROPOSED SEVER MA 0 20 40 so IN FEET Horz. I inch = 40 ft. Vert. 1 inch = 4 f to PROPOSED SEWR MANHOLE PROPOSED SE*ER CLEANOUT EXISTING SEWR MAIN EXIS11NG SEWR MAN44OLE EXISTING CATCH BASIN EXISTING STORM DRAIN PIPE 19 EXISTING STORM DRAIN MA14HOLE PROPOSED CATCH, BASIN V. PROPOSED STORM DRAM PIPE PROPOSED STORM DRAIN MANHOLE M. H. #2 - SEWER MANHOLE NUIWKR C. O. #2 - SEWR CLEANOUT NU ER S.D.M.H. #2 - STORM DRAIN MANHOLE W)UIBER C.B. #2 - CATCH BASIN NUMBER ELEV. - ELEVATION TMH - TOP OF SEWR MAN1401-E ELEV. TSDk#H . - TOP OF STORM DRAIN MA?*4OLE ELEV. C-O,B- CITY OF BAKERSFIELD T.C.Q. TOP OF CLEANOUT ELEV. 40 1 FLOW DIRECTION NOR. FL NORMAL FLOVAJNE ELEV. W— - PROPOSED WATER LINE DEP. FL - DEPRESSED FLOWLINE ELEV. PROPOSED WATER SERVICE CL CENTIERLINE PROPOSED LANDSCAPE SERVICE INV. INYERT ELEVATION El PROPOSED SURVEY MONL MEN T ENCASEMENT (0.5%) EXISTING SLOPE PROPOSED FIRE HYDRANT LOCATION 0 EXISTING SURVEY MONUMENT ENCASEMENT 0 20 40 so IN FEET Horz. I inch = 40 ft. Vert. 1 inch = 4 f to L7< 16+00 17+00 L Jj kz 47, - QL - 217-06 L 74J 49 PVC SEOER Cq 71;:Q t4Oq fi f1 24 23 N + 21 20 22- 14 -------------------- 15 FL STA 19.85.00iv PY"G8 FL STA = 20+32.66, Pl^.oGB N+17-09 FL s TA `0 C.O. 6 -35-� - - -------- 19 7 V. 8. 18 . ...... . . . . . . . . . . . . . . . . 13 9 10 12 Ql� Lo -fq 11A 4Z, + at 01) 21.10" L7< 16+00 17+00 L Jj kz 47, - QL - 217-06 L 74J 49 PVC SEOER Cq 71;:Q t4Oq fi f1 24 23 N + 21 20 22- 14 -------------------- 15 FL STA 19.85.00iv PY"G8 FL STA = 20+32.66, Pl^.oGB N+17-09 FL s TA `0 C.O. 6 19 V. 18 . ...... . . . . . . . . . . . . . . . . 13 9 10 12 + 4Z, + at 01) 21.10" 00 a 0+0 -RXW VAlft L7< 16+00 17+00 L Jj kz 47, - QL - 217-06 L 74J 49 PVC SEOER Cq 71;:Q t4Oq fi f1 24 23 N + 21 20 22- 14 -------------------- 15 FL STA 19.85.00iv PY"G8 FL STA = 20+32.66, Pl^.oGB N+17-09 FL s TA `0 C.O. 6 STA W42.04 &X* RE T AV. 8 _R 14W STAom 19+37.06 E. ca SENTINEL PEAK PLACE 15 16 17 18 19 20 REVISION 4& APPROVED BY-,. M 5 H ARIAN, Po' AWj 12179 FE N. m No. '3 Exp. .1000 OF "CA 16- 03,-14 A , 697 DATE ,r a x 0 w i '4k C� 0 0 np fi 10 rm lm'w a- �. /.2- (�32y f �-2 19 V. 18 STA W42.04 &X* RE T AV. 8 _R 14W STAom 19+37.06 E. ca SENTINEL PEAK PLACE 15 16 17 18 19 20 REVISION 4& APPROVED BY-,. M 5 H ARIAN, Po' AWj 12179 FE N. m No. '3 Exp. .1000 OF "CA 16- 03,-14 A , 697 DATE ,r a x 0 w i '4k C� 0 0 np fi 10 rm lm'w a- �. /.2- (�32y f �-2 4w Q �t�� TYPICAL SECTION AT BUCKHORN PEAK DRIVE GRIZZLY PEAK DRIVE INTERSECTION N.T.S. 12 ACCESS 'ROAD VARIES 37.8' TO 44' 1E� TYPICAL '.SECTION AT PROPERTY LINES PHASE 1- LOTS 34t 52-54 PHASE 2 1 ' LOT 106 TRACT BOUNDARY N.T.S. RETENRCWn BASIN EASEMENT TO BE RECORDED CONCURRENTLY W774 PHASE 1 RNA L MAP 34 o, 6*4 alj;�Z000 PAD N40W'45'W I&* W EAT EN T ?E RECORDED GUN(,.UKKtN1Lr w1H vHA,,>t / FINAL MAP E SNEE K1 �R�vE SE pEP Z�Y GR�Z � �v � � 52.0 � 1 PROPOSED, 50' WDE P. G. & E. PIPELINE EA SEMEN T PER DOC. NO. 0204141616s DA 7ED 06-21-04.. O.R. 1 1\0 ! { . 5aa o 52 2: 1 TYP. --T 15' STORM DRAIN EASEMENT TO BE RECORDED Evc CONCURREN TL Y W 1 FINAL j--.,. ' "'`' MAP 'r724 Wcp S.-:*D. 0 NIX 0 40 QUILET S7MRUC ''" '"�' ! PER C. Q.. S 7D. S- 9 S.D. J0` CONS7RUCT 6` HIGH CHAIN I 001 RCP ,� , • ` ...- -- f LINK FENCE W/ RED #000- SLATS & CONCRE7E CURB DRA044GE PER C. 0. B. S 7D. DE TAIL S---1D iiS1CT A E 7 E N r O V S A S PER aaa sm. Dcrm s-9 CCINS TRUC T 12 Qo 53 WDE, BAS(N ACCESS GA 7E PER C. 0. B. REV 1-7m or STD. DETAIL S-11. 121 1 43� REQL49W i%w 24.%$W T CONS7RUCT 6* HICK PfiVWW WXmr 246,OW CF OU 71f T S xww CONCRETE DRI VEWA Y FROU Typ. Ps cak. sm s-9 APPROACH TO GATE 1s f 12 1 t 2;1 YP. 54.0 1 104 po ! • ' i i ; RETEN77UV BASIN EASEMENT TO BE RECORDED CaVCURREN 7L Y W TH PHASE 1 54 FINA L MAP RE 7FN TION BAS N EA SEMEN T TO BE RECORDED CONCURREN 7L Y W 774 PHASE 1 FINAL MAP . ...... .... . . ..... ........... ........ . . ........ . . ........ ........... . . . ........ .............. ............. . ............ • ... .................. . ................... .................... �V-wv-w . ................ ... . .............. PROPOSED SEWIER MAIN 0 � PROPOSED SEWER MANHOLE o . PROPOSED SEWER CLEAN0tJT - EXISTING SEWER MAIN. - EXISTING SEWER MAN14OLE - EXISTING CATCH BASIN - EXISTING STORM DRAIN PIPE - EXISTING STORM DRAIN MANHOLE PROPOSED. CATCH BASIN PROPOSED STORM DRAIN PIPE m PROPOSED STORM DRAIN MANHOLE M.H. #2 - SEWR Ali .E MAWR C.O. #2 - SEWER CLEANOUT NUMOER S.D.M.H. #2 - STORM DRAIN MANHOLE NiUMKR C.B. #2 CATCH BASIN I ELEV rl ruAlnfw TMH - TOP OF SEWER MANHOLE ELEV. TSDMH - TOP OF STORM DRAIN MANHOLE ELEV. T.C.Ot - TOP OF CLEANOUT ELEV, NOR. FL - NORMAL FLOWLINE ELEV. P. FL DEPRESSED FLOWUNE ELEV. CL - CENTERLINE INV. - INVERT ELEVATION C.O.B. - CITY OF BAKERSFIELD FLOW DIRECTION W— - PROPOSED. WATER LINE - PROPOSED WATER SERVICE PROPOSED LANDSCAPE SERVICE ID PROPOSED SURVEY MONUMENT ENCASEMENT (0.5%) EXIST*4G SLOPE io- PR0P0%D FIRE HYDRANT LOCATI 0 E ING SURVEY MONUMENT ENCASEMENT, 8HEET 27 OFD 27 m N w- 0 -j. fN 40 r< 0 cl%r. ol 8HEET 27 OFD 27