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HomeMy WebLinkAbout1.2-7317 Ph A, B & C Record DrawingREVIEWED YYED B I ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELI THEODORE D. WRIGHT C 33710 APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD GATE NICOLAS FIDLER C 61069 BENCELAARK USE[ TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET AND STOCKDALE RANCH DRIVE. ELEVATION = 350.57 (C{TY DATUM) PER TRACT 7240-2 BENCHMARK SET: SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 ;(CITY DATUM) BASIS CFBEARINGS: THE BEARING Or NORTH 89215/ WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 3 30 S., R. 26 F M D B.& M (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS Al PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. LEGAL. DESCRIPTION PARCELS A AND B OF PARCEL- MERGER NO. 16-0182 PER CERTIFICATE OF COMPLIANCE RECORDED ON SEPTEMBER 2, 2016 AS DOCUMENT N0, 000216120378 OF OFFICIAL RECORDS; ALSO BEING A DIVISION OF A PORTION OF SECTION(S) 3 AND 4, IN TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. L__ wSTOCKDA.I.E. -HIGHWAY- . - — I' -------,— .._— _---__-. r� _ I �h rIE7F�R Ry; JE R AC o/ L1 ti 7240 / p Ps. I BOT kIFoH H l„ I T,Y2N NOR _H HALI OF J 1 TCONh i OwVIR ACTION I PROD T SITE Bfa,r ASTM T 31S-, R. Go E. - NORT HALF OF IION 4 T.30S. R.26E. i<CNA CROSS VALf EY CANAL 3 VICINITY MAP NO SCALE IV It BAKER%z%J­RELD, C�ALI F\(Dj2rrm\*'hN V -k RECORD DRAWING B'9; FRED W. PORTER, RCE 33448 EXE`? DATE _ RECORD RAWIN Y: FEt� iPOR ERROE 334�4�x EXi? -_ DATE MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEF_ CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER 21" SEWER MAIN 2,067 LF 8" SEWER, MAIN 340 LF PVC LINED SEWER MANHOLES 7 EA ADJUSF MANHOLES TO FINISH GRADE 7 EA TIE-IN(S) 1 EA STORM DRAIN co sr2ucx)on i tlA c- C 18" R.C.P. STORM DRAIN h24 L TYPE "A' CATCH BASINS 2 EA STORM DRAIN MANHOLE 2 EA ADJUST MANHOLE TO FINISH GRADE 2EA OUTLET STRUCTURE 1 EA, TEMPORARY SUMP CHAIN-LINK FENCE 1,215 LF -5HEET No. INDEX rJ TITLE SHEET zO GENERAL NOTES PLAN AND PROFILE w STATION 49'x-53 TO 59+00 C,L) PLAN AND PROFILE STATION 59+00 TO 69+00 (Do PLAN AND PROFILE STATION 69+00 TO 75+42 �) SUNAPEE DRIVE MONTPELIER COURT SAN BUENAVENTURA STREET BROOKLINE DRIVE C) PROPOSED SUMP DETAIL LEGEND ( N,w)- (EAsf, I RH f G I 9-) SHEET INDEX NUMBER UNDER ROUND SERVIIEALERT (D 05#12 SEWER MANHOLE W/NUMBER 0 SOUTHERNEALIFORNIA CO) SD#12 STORM DRAIN MANHOLE W/NUMBER, TiZ Q oU� C9p2 CATCH BASIN W/NUMBER IT � c --------- PROPOSED SEWER MAIN L 1 PROPQSED STORM DRAIN n � - -- S-- EXISTING SEWER MAIN 3D� - EXISTING STORM DRAW I TMH- TOP OF MANHOLE .ELEVATION INV.- PIPE iNVERT ELEVATION - DAL TO_L FREE 1-800227-2800 " SOUTH 1 AT TWO DAYS BEFORE YOU DIG P.V C. POLYVINYL CHLORIDE - APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO RIDDING THIP PROJECT P. C.2 ,-- REINFORCEDO CONCRETE PIPE R.G.J.- RUBBER CASKET J0114F C- CATCH --BASIN rREV15IGNS'�PPRROVED BY, Fr[r_fJ/. FOri Ere, iT.£. iid. 33v'<<8 DATE DANIEL, PAADILiA+N FS IO.E N0.67005 � DAiE_ OPEN STREET P'M1T NOTE F AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORMS C C DEPARTMENT FOP. ANY WORK PERFORMED WITHIN EXITING FlCCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE Y�__ PROVIDED PRIOR TO ISSUANCE OF A PERMIT. r r c NO CITY INSPECTIONS SMALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENTPER­MIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 1 vry Uo off, T1 C�,NZ L R �z .. yW�j wm2Z J=Q1-U '^' M UJ.4. Z32,`Ow sp20 O),In Y Q2Fo"J v v3 Wy✓ `. AUC ¢��K .f _ W0. y C'1 �.F.FS��S fGf < C4 O b f'y` S7J x zd�0 S�zQmo° I' )�*.�.-3y �w uzv; c�U, GU(nO�Boa ) U�... 1 a/ J �Z>oSz(ma' wM oo zs(t wo` r' �i ,,...XX w 0 M on -�n5ww *+S.h 2 NO Si=a �..MZa 99 ] 2p• -DO_ �aoW yw wpO u'E y^t N (��1 .�/IWYaGQ�Op 22 �oozw x� cr �zz ou`Oo xN y.�� NU4 �7 G w a w Om�t-3z pw. do�u>z��' -a�wuW..nzwQ 63 wwCaC�w4= LtJ d�ooQt� xv wOp:�jKE'��r1.'. (n LE.._L i- �-I '7 ZO4.m . fn </SZ`tggF- V) 1-- Ci a cC rn ? .�. iup>'. trt65-- ow v'C'zIV',GQ S. LlJ 'Zn OW --020 W0 Irl a vn©acz CEJ a�'-1 S-�w.�dcY rj. N G CJ :D L Li_I a ra cy �-<t z G. X »zwZ ow r120<czav3om KEY MAF SCALE: 1'=200' s r f G I >(I Y I I� Q z L 1 F Ic �..z I L ? W wI r f G >(I I� z L 1 LIJ uJ L��_ U 7 1 � D �6 I� N 11/29/2017 LPA JOE' No 2709L SHEET — I j DF 7 I ` SHEETS FERAL NOT 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE LAIccT EDITION AND STANDARDS PERTAINING THERETO. ERETG. TH_Sc DOCUMENTS SHALT_ BE. MADE A PART HEREOF. 2. .ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL. BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS ,AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONIRA^TOR.SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THF CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT--OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. T T" .. 24 HOUR NOTICE: PRIOR 70 THE STAR. CF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEASF 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND !MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DD HOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6, EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN OF THIS PLAN ACCORDING TO AVAILABLE RECORDS. THEFNGIN�cR . S ROT RESPONSIBLE FOR POSSIBLE ERRORS ON OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH Or ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE AI ERT (U.S.A.: 1-800-227-2600) SHAH BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT DY CONTRACTORS QPERAT!ONS SHALL BE RFPAIPED OR REPLACED AT THE CONTRACTORS EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONS09ILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATEI Y PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMF_NT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUC RON OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION, 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULCANT, THE OWNER OR CONTRACTOR `_;HALL NOTIFY THE BUILDING OFFICIAL IN 'WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHANCE. 12. THE CONTRACTOR AGREES THAT HE SHALT- ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENI"ATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHAD_ APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL UABIIITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK GN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A. WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER &. ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUSE SE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. 17 NO PIT'B1_IC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN INC. UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL. A SUBDIVISION PERMIT HAS BEEN OBTAINED. 18 NOTE CONTRACTOR SHALL STAMP AND "S" INTO CURB FACE OVER EACH SEWER LATERAL. 19, ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. C0B St VER SPECIFICATION 7 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND NTH THE RECOMMENDATIONS OF THE MANUFACTURER. 2, ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALL ATION: A\ H p -.r T 1-�"r "r F A. MATERIALS PI AND FITJNGS SHALL MEET H- REQUIREMENTS OF ASTM SPECIFICATIONS (CATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, H0I_ES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN I INE ON NEW PIPELINES: CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMFRIC GASKET JOINTS, THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNFCFS C" 10 AGUE, USE UCOUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321, ONLY CLASS I OR 11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON "FOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE. 5 SURFACF MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6 WYE -FITTINGS SHALL BE INJECTION MOLDED IPI -LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 GF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTA,LIfED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1:3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION, 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM(, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE 7ELFVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF 'ME PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHIO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THF COMPLETED "CHAIN OF .CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY, CONNECTION SEAL TO PVC LINED SEWER LINE OR MANHOLE 1, THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE. HE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. 2, PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER AROUND THE PIPE Ar THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION, THE END OF THE CONNECING LINE SHALL BE SEALED TO THE PVC BOOT WITH SNA. 449/203 PRIMER AND SIKA FLEX to SEALANT OR AN. APPROVED EQUAL. 3 THE PVC BOOT SHALL. BE ORDERED SO F WILL FIT SNUGGLY TO THE OUTSIDE WALL OF THE CONNECTION. 4. THE PVC BOOT AND MELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS. PER THE PLASTIC LINER MANUFACTURERS RECOMMENDATIONS, 5. THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO If IS FLUSH WITH THE INSIDE WALL OF THE RCP. 6 THE PVC 8007 WELD STRIPS SHALL BE MANUFACTURED BY AILERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. COB STORM DRAIN NOTES 1, UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R,C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS W (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN .ACCORDANCE WITH THE REQUIREMENT$ OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION 70 THE ABOVE REQUIREMENTS, ALL RUBBER GASKE�TED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE ,JOINT HAS BEEN ASSEMBLED TO OETERIMIFIE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTEa 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR. CODE. 2 ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT -OF WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST 22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH 'THE CITY OF BAKERSFIELD DRAWING ST -6, 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES, IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBI,i IY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5, FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7 COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND IDCAIIAN OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER, THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. NOTE TO CONTRACTOR �� _�.__ ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED 70 FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS, EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, THEREQF UNLESS OTHERWISE NOTED) LU W Of x OILY STD. No. DESCRIPTION a� CITY STD. No. DESCRIPTION SW -1 SEWER LATERAL MARKER ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ❑ SW -3 PAVEMENT PATCHES ❑ D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS SW -4 MANHOLE, TYPE "A" ❑ D-9 PIPE SADDLE DETAIL SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D-10 SIDEWALK UNDERDRAIN SW -G 6" CLEAN OUT 0-11 DRAINAGE BASIN SW -7 / HOUSE CONNECTION WITH VCP SADDLE D-12 CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND .RAP D-18 CHAIN LINK GATES ❑ SW -1U SAND TRAP Z 0-14 CATCH BASIN, TYPE "A" [] SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D-15 CATCH BASIN, TYPE "A-1" - SW -12 SEWER LIET STATION VALVE BOX ® D-16 GUTTER DEPRESSIONS ❑ D -I INTENSITY VS. DURATION CURVES [] 0-17 JUNCTION BCX ❑ D-2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ D--18 MANHOLE, TYPE "B" D-3 CHANNEL PROTECTION ❑ D-19 DRAINAGE WELL. TYPE "B" ❑ D-4 CHANNEL PROTECTION ST -22 DATED '1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS D-5 RIGHT OF 'NAY FOR NATURAL CHANNELS ❑ ST -6 DATED 1/11/99 PAVEMENT PATCHES RECORD DRAWING riF%A St: A\" b -31. `y BY1 FRED W. PORTFR, RCE 33448 EXP. RECORD DRAWING BY, FRED W. POR CER,�RCE 33440 EXR, 1A 'd-- COB REC cn2 Waldo mQJ -U�Z lW3 raw_ �o r��rr py wi¢z nowwx� Q V]FW VI>F�Q r"- Hoz woi� zyViwaWO¢�U�' �. �E�rM'��LL3x F aaw�rnt Oq? n�d$e G��zo U¢Z z 0 0 z w vr41�Pi1W V1,,,�,'<O <�-os, �owoo4Ua I ww>-wp=Z2v2i IW2 Viso ��zzr� nos¢zwwzoa � T o oz> o�-o< aPoo �_z x oa osl n. i�a�LL¢n z.�a �s�¢uw-^•w zaoTu oo �ua��� a avi z.,.w 5 0 2x c'a.�QQHD p SUr�/,WSa'Y� z> o K aP ur 'rLwo xm c o v � >,194N wNc3wz¢ai>m zz__zxo¢wzw I-�oa�oo�d� DATE --:;>J-z DATE No. T€ O �urol w wI5 V w w LU W Of x LL I a a� a 9 Lij ca 4 Lu r) s CONS7RUCTIOhi NOTES 0 INSTALL PVC LINED SEWER MANHOLE 0 INSTALL SEWER CLEANOUT INSTALL SEWER — INSTALL STORM DRAIN _-- Q INSTALL STORM DRAIN MANHOLE In, INSTALL TYPE "A" CAI -CH -BASIN - -- — RIGHT-OF-WAY r< --- EXISTING SEWER LG a M z a o EXISTING STORM DRAIN j z to ON ---- EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. a ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. J ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION W! III SEWER MAIN. �FF' ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OE COVER AT GUTTER L PROPERTY LINE. AT THE TMAX.OF COVER FLOWLIIVE ,AND A 2.25' MIN. Mj [Ai 90 WIDE 7REET RIGHT-OF-WAY DEDICATION (SIOCKDALE RANCH DRIVE) TO THE CITY OF BAKERSF!ELD PER PARCEL MAP 12062-1 RECORDED FEBRUARY 22, 2015 IN BOOK 60 Or PARCELMAPS, AT PAGE 76 IN THE OFFICE OF 1HE KERN COUNTY RECORDER. N M 0, $ a = M M �IJM C8 Io APPROXIMATE DESIGN GRADE z rt 3'-� L 15' " �n IIr ABOVE STORM DRAIN Z !j 12" WATER X -INC 1 `J ` - CONSTRUCT 75.8'± LF 18" i iI ; —CONSTRUCT ��+ C., f 19.!_ L.F. 18" !f L.F. i8" I CL -3 RCP w/KGJ CONSTRUCT 49. � CL -3 RCP w/RGJ \ STORM DRAIN O 4.00% CL -3 RCP w RGJ'"I� 18 INV N-S-VJ- / -p I I STORM DRAIN @ 0.51% \ STORM DRAIN © 0.20% I �� 342.48 \\ I i CONSTRUCT OUTLET \ STRUCTURE PER C -OB. STD. DlAIC. D-11 18" INV N -E= l9 AASlid FLOOR kN6TE: ALL 5TORPA DRAIN TO BE 18 INv33a.00 21" ;WR INv GNSIRUCTED WITH PFIASE'C a3a.3a T 336.3PHAS- SiQRM--DRAIN SECTION N.T.S. PROPOSES? SUMP SEE SHEET 7 EX. TEMP SUMP ESMT PEP !I!, IPq�°R%/A PM 12232, PM 6Y. 60 " 192 '!0 T D50 8" NOTE: ALL STORM DRAIN TO 5E 11/y11I CONSTRUCTED WITH PHASE 'C" SNK INA'=J �33`S�Sf ON (': J STORM BRAIN c CTI C ON REVISIONS APPROVED BY: RIP Ra�� �� f 7 !- �";— J PROPOSES ItCIT'f OF FJAKERSFIELD -- WATER WELL SITE o /G Z s 1 �__ —� f/ A i 1 0 BE pEDICA ED BY SEPARATE IN57RUMENT) m FRED W.,,PORTER, R.C.E. NO. 33448 DANIEL PADILLA, R.C.E. NO. 67008 RECORD �� rPASC° "A' bOL-1 € f-F_FtE0 sal. P0R_TER, RCE 's 446 EXP. DATE -- - - - -- --- ---- DATE 7 .,aaa 52 �.,o._�'U.r ._ems- „-r.-- s4 54+45.2o ..�•� v3+5998; 1 --. ... F ��LP Fa MAN i_X tIN5'l0m N8 35 3' _ a - r TRACT 7317 M1 '- EX. 10 WIDE SIDEWALK, LANDSCAPE -'I -- T - % E5MT & PUE PER PARCEL MAY (PHASE 5) - _ 12232, are ex. eu ac t92 I 560°59'07'E - — _ V: \ DA`i` wi RECORD DR A`C'ING BY: FRED W PORT ER, IRCE 33448 EXP. DATE o a oz V 11 O` N z (PHASE 6)rgFs w psi Y wLANE {YJy�N9 SHEET SEF EE FT � \57+1524 r-�hiF^F —r __ -�w.. NOTE: AI L STORM DRAIN TO BE u CONSTRUCTED WITH PHASE`='C'_ I _ 1 m o EX. 13WIDE MULTI -USE TRAIL a w d M LANDSCAPE E5MT & DUE PER JO �. PARCEL MAP 12232, PM BK. 60, Il ly,� PG 192 A 08 TRACT 7317 M y (PHASE 6) �2✓0 � !� _ INSTALL 147.9x L H s t'CONSTRUCTION PHASE "B" � g� 933.8± N W m 21-a ,NQ w � '15wm o! Z sow`~''m.wnu ss n P, � JWAym Z9 5.o Ria y'w2Ei v>"uxm aRYGz o00 oo3 <s�wozoa ��i fLG2�.pVK 2,m Fw _nmo Q y Z Z 4 �f�z4 i`t.gc�znm 0 2,d aC"�cmi7 J,Yp'-ac»J�jO 3a�wc>cw,$ttpo omG m� m�n LU°�t2 4w �U.1TJ $Q QS 12-rCdFV k 1 , \l � (0✓UT Z IN Ya HORIZONTAL 1"=40' ' VERTICAL. I"=4' INSTALL 374.2± .F.. (T -r vs WIT N NN1'yi'1 41 a � z v�iu"rip amu: v>•r,.n ,n,n w � I I c tJ i 54 CL 354 7' - - - - AfiPROXlMATG DESIGN. GR I. 3:50 ....:...:...:...:. .:...:...:...:...:...:..... ti�z 50 �A 0l�E' EYdER AND TORM � DRAIN 3 1 .. ... ....... ..... .. .. - ... .. .--.. ...... ... . - .... .. I ...:-I 2b6 0' .. .. CL-3CONSTRUCTO PHASE 330:... T 3 30 52+00 53+00 54+00 55+00 56+00 / } } 5a 00 i9+00 SEWER AND STORM DRAIN PROFILE 0.0.3. RECORDS NO b m til { d cm � w .a x asd � y 2 � DO v DO LG a M z a o j z to ON w LL, C`1 yy��,mo LS O I j o LU , LL I a „r w w �w q 5 L5 Ct: U w w � ' C ��X41Ee`.R as b,` ell rc `.t .. G�;3'J9321 41 Lu W a . e �pa�g :c 06 g ,fig cn L �9g9g 0, A .ate Lo ui Wi 0 L0 3§1�. g i qy jypy U) orf1 'm' LIJ y� I 4 � a Z SO L✓ F- E� V w o V ILd _ :. wow w z >�Q CQ2 i y i y w DATE 11/29/2017 u PA JCB No. .. _27091.3 jSHcGf R I OF 7 SIE Ts CONST311 -i0r_ o�T .S OO INSTALL PVC LINED SEWER MANHOLE n INSTALL SEWER CLEANOUT INSTALL SEWER ------------ -__ INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE „Av INSTALL TYPE "A" CATCH -BASIN — - - — RIGHT-OF-WAY --- Ex S -- EXISTING SEWER —EX SJ-- EXISTING STORM DRAIN - --�� EXISIINC EDGE OF PAVEMENT ED STORM DRAIN STATION SS SANITARY SEWER STATION r — _?j - I TRACT 7317 j�? (PHASE 6) Elu- ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL. STATIONING IS ATPOINT OF CONNECTION WITH SEWER MAIN. ALL SEALER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER .AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. 90' WIDE "FEET RIGHT -OP -WAY DEDICATION (STGCK.DALE RANCH DRIVE) TO THE CITY OF BAf FRSfFIELD PER PARCEL MAP 12062-1 RECORDED FEBRUARY 22, 2016 IN BOOK 60 4F PARSE MAPS, IN THE OFFICE OF THE KERN COUNTY RECORIDER. TRACT 7317 (PHASE 5) TRACT 7317 (PHASE 3) SAN BUENAVENTURA STREET SEE SHEET 6 CHICHESTER COURT SEE SHEET 5 CONSTRUCTI(DN CONSTRUCTION I CONSTRUCTION �— PHASE B_ -PHASE X INSTALL 374.2± L.F.INSTAL L 169.9± L.F. INSTALL 95.21 L.F 2�" PVC SEWER �J 0.08% T T -' � 21" PVC SEWER @ G.08�� 2P' PVC SEWER @0.08% 1 I�� TRACT 7317 (PHASE 2) r / RECORD rwA<,E "A" o>JL. Ev 5,30�j?E SEE ,o ✓_ TRACT 7317 (PHASE 2{) l �N. BY: FRED W. PORTER, RCIE 33448 EXR DATE 3RD DRAWING NG HORIZONTAL: 1"=40' ;.,O D - �- VERTICAL: 1"-4' 1iY FRUD W, POkTEF8 Rii 33440 iEXP, _^ INSTALL 403.2;. L.F 21" PVC SEWER @ O.Ce% n Y o Z'Iz N < NN � 0 342 I f om ZLL a�ZV-z2 UU r`[�Fwz07mn=i� zoww lo¢wc�¢ uio'+'`tzmcwi3LL sz tYtiA00ut1¢�hc9 z 4azw -wtt2 uz 'mzo w wr�"�umsni �� Gw L�u Ji.T w�-�O nU z�¢H�o zq� 'z�z�sowo zd - 2WiF'LN- 4: U�oW�awQwy o z�oWooa��� V' �Z1-zi6 F U�ox ww.z Soi oyS uw�o.uz¢a¢ mrU ti H�h�UQ�Q3 INSTALL 198.1± L.F. _ 21" PVC SEWER @ D.oB%�-� 65 /4A�c v o � a N 3 W 0 LIJ 0- 06 _ < 0 Iry rv, uj U) _j� 0- 0) 0(-)0 Lo y 6.) d a E N o r N J S � I 4 N I I c N if N m IDATE 11129!2017 PA JOB No. 27091. � ;z d? 'I-) Pit A ��� � C.O.B. REC RDS N0. of 7 SHEETS / -- — 1 354 ..354 ........... .... , ..i .. �Af/'ROX1/f9ATE .. .. .. ..... ... :. :. .. ...._ :...:. : .: ...... ... ..... .. .. .. .. ... .. .. :. UctlG N6FPOEIN. ryy. x . 40 SEWERANO S; O OR,4 xy ___ _ - 3 _. 350, ---- ---- - -------- I 346 346 ...... i. � 342 I f om ZLL a�ZV-z2 UU r`[�Fwz07mn=i� zoww lo¢wc�¢ uio'+'`tzmcwi3LL sz tYtiA00ut1¢�hc9 z 4azw -wtt2 uz 'mzo w wr�"�umsni �� Gw L�u Ji.T w�-�O nU z�¢H�o zq� 'z�z�sowo zd - 2WiF'LN- 4: U�oW�awQwy o z�oWooa��� V' �Z1-zi6 F U�ox ww.z Soi oyS uw�o.uz¢a¢ mrU ti H�h�UQ�Q3 INSTALL 198.1± L.F. _ 21" PVC SEWER @ D.oB%�-� 65 /4A�c v o � a N 3 W 0 LIJ 0- 06 _ < 0 Iry rv, uj U) _j� 0- 0) 0(-)0 Lo y 6.) d a E N o r N J S � I 4 N I I c N if N m IDATE 11129!2017 PA JOB No. 27091. � ;z d? 'I-) Pit A ��� � C.O.B. REC RDS N0. of 7 SHEETS / -- — 1 CONSTRUCTION NOTES o INSTALL PVC LINED SEWER MANHOLE (D INSTALL SEWER CLEANOUT INSTALL SEWER ---- INSTALL STORM DRAIN [I INSTALL STORM DRAIN MANHOLE ul"`7a INSTALL TYPE "A" CATCH -BASIN —' - - -- RIGHT-OF-WAY LX S -- EXISTING SEWER I ,J EXISTING STORM DRAIN - -� EXISTING EDGE OF PAVEMENT SD STORM DRAIN STABON SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERUNIE DATA [UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4' UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OP CONNECTION WITH SEWER MAIN, ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER PLOWUNE AND A 2.25' 1 - 7' MAX. OF COVER AT THE PROPERTY LINE. 90' WIDE STREET RIGHT-OF-WAY DEDICATION (STOCKDALE RANCH DRIVE) TO THE CITY OF BAKERSFIELD PER PARCEL MAP 12062--1 RECORDED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER. SUNAPEE DRIVE SEE SHEET 6 TRACT 7317 0 ° —�sr'BF =rtEsezvarion' (PHASE 2) rep- 2S_p C.O.B RESOLUTON�V YXUCNMENT _ __ i TRACT (PHASE 2}7 �s-o4 044-04 TRACT 7240 w EX 10' WIDE SOEWALK LANDSCAPE R (` T N M \ _ � � EXISTING IR I.A�I AIN I � \ FSMT & PLt 'PER PAPCEI. MAP r �_ ` 12232, PTI BK 60, PG 192 I (PROIEGI IN PLACE) _ I v EYJSTING IMPROVEMENTS Q .r._; P189'ir GS+9229 I _ ---'�— � 13" fib L iPli P-- 3461 U2j 4J W /0+99_ 4 7 - 74CL INT 75 7a}4_.67\ _ < 1 ------"-.- /2 - 73 20'45"E Qz: .d.4.. -•.-.-.,9".S AT; - - _ -_�__ ._ r-"- - -r- -u �c'1 - T N 9- _- , T. _ y _.- — 1y' V) S829 G'39.W N "^ a te- _ J - \ X I ' N73'204o"E X W LeJ Lsl - - h EXISTING IMPROVEMINTS < — — — -- — -- _— _ � N 'i --------� - —. — 7- `---7 - -- --- - - - ----- - ----- --- - - - --- I- EX. 13• WIDE MUL fI-USE TRAIL. ' 7 O ,O I LANDSCAPE ESMT & POE PER � I¢p w I= "-" PARCEL MAP 12232, PM BK. 60, TRACT 7240 PG 192it i_tjg h�� �kJ aKi;r.2 FV a� TRACT 7317 _ ;� �N w F ,Gno (PHASE 1) aBw - qw >> NOIt IR 64 ��1� nuilwa n<nla HORIZONTAL: 1"=40' ,5TOCKDALE RANCH DRIVEVERTICAL: i"-4' CONSTRUCTIONEXISTING 51.61 LF, �21" PVC SEWER @ 0.08% INSl ALL 403.2± 1_E INSTALL 1981± L.F. _ _-_- _ _—__ INSTALL 390.01 L.F. m-T�21" PVC 3E'WER 4Y 0.08%- �i�-------�21" PVC SEWER 0 0. ----,i F. 21" PVC SEWER O tl vl¢m I16.+'Iw It i=ce G F� F" L9 r e./.� m 'ear -s.-. nai nw WO[i Ani W� 354 . .. . ° a . .. . ... n .... .. . . . . . .. .. APPRGXIMA. TE DES/GN GRADE R a T ' a 354 ABOVE SEWER AND STORM DRAIN. n 350 .... ... .... a 346 .. :. f' .. .. ::..:...1 ..:... I i.. 346 342:.. 342 I' til I NOTE: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIOIJ OF - � EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VVA f POSITIVE i,li : :338 33q u IPE FROM MANHOLEPRIOR' TO �CONNECTION TO EN STING STUB. IF• \ ' L� . •j3'n'1A4 : POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. 1. 1 - EX. 21- -,gWFR li EY 21 SE WSR �t _. --- - --- - - - 3:14 334 �° ... 411 .. 1; - , A "Ay 330 330:...:. 69+00 70+00 71 +00 72-11-00 73-+-00 74++00 75+00 76+00 SEWER AND STORM DRAIN PROFILE ---- m a __ uwwGw a� SaAT yi/iOWmNQ V//Y (tYS M � C Or 2WY� N p �O x'gp V91' < >� U OQLLL)-. �yy zz. mow+ a U U zd000 yy mcg ' p `� -+J cD ao¢xr- azv+z gam/ e.Y U) N X NLL cayzvi m. o u✓ �Z70 wop_'=5 y ar-T�o iu `soon o�,oy( w W CQ ouo�a�zgza� vGJ o na��oz7 � zz4a�'2ro�c`3�',} yf.➢ (D w �Ozy�20wOZ%. w (JJ egznNW>o„� � � UZ�W ,taJ Q.OWLL Hnw iza V,W o� C pZ.K K>044'�S 6.L a-a1�TUyW pFO I e L -q U•�W Z440U ZOO �W�Om�. i 0yWj0'ZJ�O�'U w U Ftipalx-10i�54�. _ cam' Eu L I Fil I4o �E \ N x w — x 1 �o z � Z ro \> w � w < w L P -- ' L`� =� RECORD DRAWING ,PAY FRED W. PORTER, RCS W448 EXP. DATE �2.1`517n1;l�o- z I o i m ,1 �DA 11/29/2017 PA JOB No. 2709LI SHEEF 5 OF 7 SHEETS / Ct3NSiRUCTION tJO75 C5? INSTALL PVC LINED SEWER MANHOLE Q INSTALL SEWER CLEANOUT -------- INSTALL. SEWER _------ INSTALL STORM DRAIN FJ INSTALL STORM DRAIN MANHOLE �.FF® INSTALL TYPE "A" CATCH -BASIN ---- - -- ----• RIGHT -OF --WAY s — EXISTING SEWER f -,U— EXISTING STORM DRAIN -"--- EXISTING EDGE OF PAVEMENT SD STORM. DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER, FLOWLINf. AND A 2.25' MIN. _. 7' MAX. OF COVER AT THE PROPERTY LINE. o 90 WIDE STREET RIGHT-OF-WAY DEDICATION (STOCKDALE RANCH DRIVE) TO THE CITY OF ©AKERSHELD PER PARCEL MAP 12062-1 RECORDED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, Al PAGE 76 IN IHE OFFICE OF 1"HE KERN COUNTY REOORDER. STOCKDALE RANCH DRIVE STOCKDALE RANCH DRIVE SEE. SHEET 4 SEE SHEET 4 STOCKDALE RANCH DRIVE I I SEE SHEET 4[Al ' I I -lI 1 I I 90 3 I68 I 1 1 11,-1 101 �1'T•' II I11I 1 0` t 1 1 ° ���� �J4._—3' A0i ' — S— d �II .1 1II�2 ,I I ,. 5 V1 a�I --j -'It 1 I I , I l I I _ } -__r Ji iii i I iI�_= I of4pc .._. . -- I ., j �I z w a Ntn'2s'os"E I ,. '< a�� Noalfa�ptyl4 �� I o+oo_Do t Ir (_',�,I w a 4— — —�L _ - -} �'_+ _. t�F9o.00/ I c�� -... �_ - w ¢ rr T"' _ _ _`'� 10+0P.00 Ld 1 - cL F,, N �7r?j � I� �`�� a I 7 1 I II x i l l i oZ cam., w l a z �ia �I II I zjo x '" 1n" in I K N !^tf CG Jtn m J,� Z d'm w lE I- C]Niuj w �� N rely OV7 W � O�I w ogm �olc an m `r.'"' Ga w N' 'I^ "t J CJ LLi t(16+i O_ , pV)0 i-Vl> rn iry -mO 00O rh V)d DRIVE Z L�,� INSTALL 90.83 L.F. 8" PVC SEWER @ 0.�'a%^ HORIZONTAL 1"-40` `rzW °iso; VERTICAL: I"=4' vV w G �v ++ 2 mol3 a �w IK t%"N �10 � z VA IU Ifl 354 .. ..... 354 APPROXIMATE DESIGN GRADE - ,AGO N RADE,AGOt E SE ER MAIN Toa So 350... ���°n - : - 350 346: ..:..1. �,4.. .... .. 346 342... i.;...:... i..:. ...: 342 338.. I 338 NOTE PLUG ENiDFOR -- FUTURE EXTENSION - i 334, ...: 334 9 330 330 11 +OO 10-h 00 SEVER MAIN PROFILE C�H I CH ESTER COURT INSTALL 79.3± L.F.-�- '-8" PVC SEWER @ O.F`%� HORIZONTAL.: 1"=40' VERTICAL: 354, : ..: .. .. ......:...:...:354 I -APPr'20XVM,AYE DESIGN GRADE ABO I/E FWER MAIN 350 346: :.. . L......:...:346 II 342:.1.,.. :. iI ......... ...:... ...:342 I� NOTE: PLUU ENO FOR AI FUTURE EXTENSION III t: ..:...:... . n ;334:...: b•;9 ...:.. F' . 334 330.... 330 20+00 19+00 SEWER MAIN PROFILE INSTALL 89.8± L F, I'-8" PNC SEWER @ O.KiY-7 HORIZONTAL: 1"=40' 43 VERTICAL: 1"=4' 354 ...:. I. I ........... V)Z .. ...:...: 354 API -ROA -IMA Tb ABOVE DESIGN GRADE - , VAIN W�.r^ Z m `^i. C ED N Y ¢ LU 0 fq iJ Z N O V .$EWER 350 0 j? ... ... 350 I r-APPROXIMA7E DESIGN GRADE 354: T ABOVE 346 350. 346 342 :...:. :....:. .... ..:...:. .: 342 338 Lu _ I 338 NOTE: PLUG END FCR-\ FUTURE EXTENSION 0 w o 3 _ d od U (ft �qP ���GlSI0321 it ,u sa d\Jd 0ms�8 t. t��Jy $9 +3.,,d w Ir �� �}W V z 334 ry� .. 'v .... 334 IQOO 10 ' .. s 'ry I^ Z 5V... .: V9 330:.. :...: 44 330 11+00 10+00 I � I I I SEVER MAIN PROFILE , PA JOB No. 2709L 1 S -Q o� ZUmZ wZ ymu mu 'aF0 RECORD DRAWING Z�wK'JOa U'5 1 L //�.,.a'�jJ ✓�.✓i. �� ' -r/ �iJ` tt d � � o r � m w z. t3 E:D V1. PORTER, RCE 33448 EXR. DATE z�ffi� s�z=w 1 D V V S m U yw w Uz6-6 t�L Orn O 'K "wi-J'mow"r'in¢ "''z-'{ o,nzw�cwP. o R V 2 Z Uzw OUO� RECORD DRAWING 03a�wao�> R43`. ad z�owow Poo qy® yy.�g�q �j� RwP.3 z�o�'22 �twiZ d''UCUmO ZW aUt14JU 1 FRED W PORTER, RCE33446EXP. (SAT z 'azo -z aaoa, aaoi� a. u2yoow w¢o UmmPWZ azQ geLL s�'OwO haw i� STOCKDALE RANCH DRIVE oa o�3 SEE SHEET 3 A 90 L r= ---34' 6$ 6 iL_ �I z v7 S3430' 7" rj GJ tt`,j LL, Q Ld I- 009 < ✓ _ v I ��m 71 im I � Q � I flz yZj'� b ZO � tt�iX Mi rnyu �cv� } NNI4 Nn � LANE �2 _ INSTALL 79.9± L.F. q" PVC SEWER Q 0.2M'_I HORIZONTAL: 1"=40' 3'3 Rz VERTICAL:. 1"=4' � V)w (O/I[OO V)Z yi— z E .q N UJ n M >�� 1 0 U) m .fS N L4. (� N W�.r^ Z m `^i. C ED N Y ¢ LU 0 fq iJ Z N O V j 0 j? i0. I r-APPROXIMA7E DESIGN GRADE 354: T ABOVE a`rPJER.AFIAIN. 354 350. a .350 „ 346:. 346 III 342:. 'I..: ........342 NOTE: PLU( END FOR 338:.. -NOTE* EXTENSION 338 9 . 334 334 4 . . . a�... 330 330 30+-00 29+00 .7 3t 7 Pli fI a SEVER MAIN PROFILE C.O.S. RECORDS rP r v M G,SS j'' 8 yi— z E .q N UJ n M >�� 1 0 U) m .fS N L4. (� N W�.r^ Z m `^i. C ED N Y ¢ LU 0 fq iJ Z N O r re. Lu N C) N � 0 0 I a- a w �Iw Lu _ 0 w o 3 _ d od U (ft �qP ���GlSI0321 it ,u sa d\Jd 0ms�8 t. t��Jy $9 +3.,,d w Ir �� �}W V z e'.j V! 1 I 1 L_ �y _j IQOO 10 ' .. 0> � 'ry I^ Z 0- z {r.'+ U)p<p� V9 44 �m w I � I I I (DATE 11/29!20'1 , PA JOB No. 2709L 1 SHEET — �OF 7 SHEETS r