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HomeMy WebLinkAbout1.2-7317 Ph A Record DrawingREVIEWED BY: RECORD DRAWING BY FED W. PORTER, RCE 33448 EXP. tSisY� . 21 J ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE MAL TERIALSLIST THEODORE D. WRIGHT C .33710 EST11MATED QUANTITIES FOR PLAN CHECK AND INSPFC OON FEE CALCULATIONS. APPROVED PPROVED B Y: NOT TO BE USED FOR BIDDING PURPOSES. SEWER 21" SEWER MAIN 2,067 LF _ 8" SEWER MAIN 340 LF PUBLIC WORKS DIRECTOR, CITY OF' BAKERSFIELD' DATE PVC LINED SEWER MANHOLES 7 EA NICOI_AS FIDL.ER { 6i06 ADJUST MANHOLES TO FINISH GRADE 7 EA TIF- IN(S) 1 EA BENCHMARK HMARIK USED: STORM DRAIN cos 'r<ucno � f FaA� C TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET 18" R.C.P. STORM DRA10r __ ata AND STOCKDALE RANCH DRIVE. TYPE "A" CATCH BANNS 2 EA STORM DRAIN MANHOLE 2 EA ELEVATION = 350.57 CITY DATUM PER TRACT 7240-2 AU MANHOLE To FINISH GRADE 2 EA ( ) OUTLLEET T STRUCTURE 1 EA E EENQIjMARK J': TEMPORARY SUMP CHAIN-LINK FENCE 1,215 LF SET NAIL ON TOP OF CURB AT EASE SIDE OF THE SOUTHEAST CURES RETURN AT "FHE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. Si-ILE7 N WINDEX ELEVATION = 356.49 (CITY DATUM) CiD TITLE SHEET BASIS OF BEARINGS: CZ) GENERAL NOTES THE GEARING OF NORTH 89'27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF uPLAN AND PROFILE SECTION 3, T. 30 S., R. 26 E., M.D.G.& M. (ALSO BEING THE CENTERLINE OFSTOCKDALE HIGHWAY) STATION 49+53 TO 59+00 PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 IN THE OFFICE OF THE G PLAN AND PROFILE KERN COUNTY RECORDERS OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. STATION 594.00 TO 69+00 C) PLAN AND PROFILE LEGAL. DESCRIPTION: NATION 69+00 TO 75+42 PARCELS A AND B OF PARCEL MERGER NO. 16-0182 PER CERIIFICATE OF COMPLIANCE iD SUNAPEE DRIVE RECORDED ON SEPTEMBER 2, 2016 AS DOCUMENT NO. 000216120378 OF OFFICIAL RECORDS; MONTPELIER COURT ALSO BEING A DIVISION OF A PORTION OF SECTION(S) 3 AND 4, IN TOWNSHIP 30 SOUTH, RANGE SAN BUENAVENTURA STREET 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, BROOKLINE DRIVE STATE OF CALIFORNIA. 1) PROPOSED SUMP DETAIL NO SCALE LEGEND (20 (S SSS12 sopa SHrFT INDEX NUMBER SEWER MANHOLE W/NUMBER STORM DRAIN MANHOLE W%NUMBER UNDERGRCUNJSERVICEALERT OF SOUTHENNCAUFORM c8p" CATCH BASIN W/NUMBER w v �--�---- PROPOSED SEWER MAIN ! PROPOSED STORM DRAIN � f � s - - .' -- EXIS TING SEWER MAIN o Z ,� G- EXISTING STORM DRAIN sEa TI,IH- TOP OF MANHOLE ELEVATION INV.- PIPE INVERT El EVATION DIAL FOL. FREE 1800221.2600 f _ ` AT!DE 3 TWO DAYS BEFORE YOU DIG (E,S,N,W)- BEAST, SOUTH, NORTH, WEST/ I P.V.C.- POLYVIpI YI CHLORIDE + = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.- REINFORCED CONCRETE PIPE; R.G.J.- RUBBER GASKET JOINT CB- CA. TCH-BASIN REVISIONS PPROVED BY EC.Of'U1-. i?_r3, tr.G k,. Cdfi. 3.34-+i6 _ DATE 5AN9Fb Pi�Dii t1i ?:C.t Cd0 67003 - - - DATA OPEN STREET PERMIT NOTE AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC 'WORKS DEPARTMENT FOR ANY WORK PERFORMED WNTHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK. PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. INO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENT ' PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. I mow �p� yy��ryg xv�F z�>g 4 I U SCJ. Z ttOO¢�cSK SSsI �"",.e i/1 its. d a uIY, UNO¢ZO °e..✓ f 111;f uJ paKo�x �Z.r)W Cyzp_,�y,p jpG Z LtJ coo' ¢5 o �auo`W"'���s z rn a> c`tg jzF zuj >�zp ��-•w3¢Lm�o O LL ap WU(IpU W+ (v. 5 j¢hCOi2w zKH a�ii coo rxio ��- o�rA<4#>H=�. zH IfaF„ scw> 1 �p02 p.4o WJWUV¢¢z 6<.v 2T^`W K�06LLLO !. o � w e�qcl a w u Z owQ.. o zea t mzZ C 0-. C\ul t LiJ atl25UCo Z� W �1z 00 w aY�`zu�,.=tnww Izf� Lj m p Wr��Q't�- i\ 2 z r Q .U�w>}OIYw U) mas©5�� EER or4wovo�w ou n j -.cLJ _ w zW0;0nn 4- G d LJ ¢ ~Urn �<Grzz dew Fv a l''!rwwMam,_ C w`YaQ�wnr-w L.Li w�0Q4A>a7:� xrozwz�-ow i--zoaaawcJrr KEY MAP SCALE: 1'=200' LOB a .."` Z Lu U 'U✓ 0 co li f �� D t 1 1 i I 20 7C 0 0 4'Q w V z z1 > -y -p � I DATE 11/29/2017 PA JOB Na 2709E SHEET ---� I QF 7 SHEETS! a GEAERAL NOTES 1. ALL. CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO, THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH C;TY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 20'10. THESE STANDARDS, DRAWINGS AND D'EIAIL„S SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINFER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT--OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. T 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST HE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND G'ONDi?fOPI.,c SHOWN BY THESE DRAWINGS. 6 EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAII A81 E RECORDS. THE_ ENGINEER ID NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF 'THF LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. L ANY EXISTING IMPROVEMENTSOR l" ISTIES THAT ARE REMOVED, DAMAGEDMAGEG OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALE BE REPAIRED OR REPLACED AT THE CONTRACTOR'S - � AUTHORITY. � VEINING AL 0 EXPENSE, AS DIRECTED BY THE rNGINEEI. AND APPROVED BY THE .,0 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE. OWNER. OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER 7dORlC, 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10 ALL WORK WHICH IS DEFECTIVE ID ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, DR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION $TAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOE SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREtAEN'T SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN! CONNECTION WlLEI THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 'FROM THE SOLE NEGLIGENCE OF THE OWNER. OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES N 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 CHANCES TO OR USES OF THESE SANS. ANY AND ALL CHANCES TO THESE PLANS MUST BE 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. SE- WATER AND STREET IMPROVEMENT PLANS? OR OTHER OAPROVEN ENTS THAT ARE PART Or THIS PROJECT, 17, NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE 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. 9, ANY ITEMS IN PUBLIC RIGHT-OF-WAY 'HAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. LOU-e-LNE"62 SPFCIFICATIJNS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL. AND WITH THE RECOMMENDATIONS OF THE MANUFACIURER. 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.AIION: A. MATERIALS: PIPE AND FITTINGS SMALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR --35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS.. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INS'TALI ED IN LINE ON NEW PIPELINES; CUT --N FITTINGS ARE NOT PERMITTED. B- JOINTS: USE ONLY ELASTOMEWC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHQULD BE INSTALLED IN ACCORDANCE WITH .ASTM D2321. ONLY CLASS i OR It EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION -TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER F N PLANS. OTHERWISE NOTED 0 S SW -I, UNLESS C,0.8. 7D 6 WYE -PITTINGS SHALL BE INJECTION MOLDED IN-LINE ,AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEINER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7, ALL oI-`RALS SHALL EXTEND ( A MINIMUM OF FOUR FEET BEYOND 'HE PROPERTY LINE AND SHALL BE 4" IN DLAME r Z EXCEPT AS NOTED J N pE ANS. S. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION, 9. THE C'LEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10 SYSTEM, TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL. AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL 0E REQUIRED FOR TEST AND INSPECTION, I1. 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 TELE`✓ISION, CAMERA SHALL. HAVE THE CAPABILITY OF ROTATING 360'. RI ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPEC"OONS SHALL_ BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL AL$0 SHALL INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER PHAt L IMMEDIATE-'( NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF "THE INSPECTION SHALL BE PROVIDED FOR VIEWING ADD SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE, AFTER ACCEPTANCE OF THF SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY CONNECTION SEAL TO PVC LINED SEWER LINE OR MANHOLE 1, THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. 2. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED 10 THE PVC BOOT WITH SIKA 449 203 PRIMER AND SIKA FLEX 1A SEALANT DR AN APPROVED EQUAL. L OF hl 3. THE PVC BOOT SHALL' BE ORDERED c .,0 IT WILL IT SNUGGLY' TO7� _OUTSIDE WALL OF THE k CONNECTION. 4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATIONS. 5, THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP 6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. COB _STORM DRAIN NO: s 1. UNLESS OTHERWISE SPECIFIED ON "THESE PLANS, THE STORM DRAW PIPE SHALL BE THE FOLLOWING. A REINFORCED CONCRETE PIPE (R. C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALT_ CONFORM TO THE RFOUIREMFNTO OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOME 2) B. JOINTS SHALL BE RUBBER GASKETED W CONFORMANCE WITH THE PROVISIONS OF SECTION 55-1.06 OF THE STANDARD SPECIFICATIONS. C CONCRETE PPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETE:D JOINT RINGS SHALL BE CHECKED WITH A GAIJGf ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTFla L 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-`NAY 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 WATERR INFILTRATION, IT SHALL BEY HE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONI' RACTOR'S EXPENSE_ 5. FLOODING OR WATERJET'TING 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. COMPAC ION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER, THE COST OF RFTESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. NOTE TO CONTRACTOR ALL MANHOLE' S AND CLE.ANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE: IN ACCORDANCE WLI'H CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES c C) � 47 � SU 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, THEREOF UNLESS OTHERWISE NQ E D) N u i Luto CITY STB. No. DESCRIPTION +fir o CITY STD. No. DESCRIPTION SW -7 SEWER LATERAL MARKER ❑ D-5 F Tr 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 'NAY FOR LINED CONSTRUCTED CHANNELS � I � SW -4 MANHOLE, TYPE "A" O D-9 PIPE SADDLE DETAIL SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS [J D --IC SIDEWALK UNDERDRAIN i� SW -6 6" CLEAN OUT D-11 DRAINAGE BASIN SW -7 HOUSE CONNECTION WITH H VCPSA SADDLE O D-12 CHAIN LINK FENCES 1 SW -8 INDUSTRIAL_ SAND TRAP z w D-13 CHAIN LINK GATES ❑ SW -10 SAND TRAP] + D-14 CATCH BASIN, TYPE "A" ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D--15 CATCH BASIN, 'TYPE "A-1" L-_ O� S� SW -12 BOX SEWER LFT STATION VALVE D -i6 GUT R DEPRESSIONS E] D-1 INTENSITY VS. DURATION CURVES LJ -- � -17 JUNCTION BOX ❑ 0 i 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 WAY FOR NATURAL CHANNELS < 0- z 2 ST -6 DATED 1/11/99 PAVEMENT PATCHES 0 0 0 111-40.- LIJ CORD DRAWING (tet-lA\S� oW o��o mo5> z. Nz W{4f `au'. orr-LL�oz 1 i�zcl u�s¢>>ez Door awz,>u�¢wc-yo 2.z���Wsoo� W aD s?�WWO v�F- a7 Z��uwiW�Z> Z��KV TCI UK rowww���z2 �Zt_vxOWV?,y Z r W `LL��m`s Q.imm� ll Q�> U L 0 Q LL LL �zyr<�E uzolCi, q xz<Ww a �Nx rW WGr�� ziOx>a_+pml- %¢ z rc IY z pm�V.(9�22 Kw w void zay.sg na Soo rc>a.S III, 41zi PYi FPED "fid. PORTER, NCS: 334448 EXR DATE COB RECORDS No. c C) � 47 � SU E o r- <w > A 0 /! a >C < Cr�%//gqD u a Vd 6 � � N z w o N u i Luto S- V +fir o 0 - � I � � O W a O w 71 1 z w z > W + 0. G\NEER IR k 4 OuJ U � O O� S� z 4L 0 i 0- m z cnU LLJ Lu w C)I < 0- z 2 0 0 0 111-40.- LIJ q 0.� J W 0� r-, z W✓ uj 1 i II I I J I I i �L � N O h I w 3 DATE ---11/29/20 1 PA JOB No. 2709L � I SHEET T I I L 2 OF 7. SHEET CONSTRUCTION NOTES CSJ INSTALL PVC LINED SEWER MANHOLE C} INSTALL SEINER CLEANOU-T - INSTALL SEWER —------- INSTALL STORM DRAW Q INSTALL STORM DRAIN MANHOLE INSTALL TYPE 'A" CATCH -BASIN - - — RIGHT-OF-WAY rl S — EXISTING SEWER EX 3F -- EXISIING STORM DRAIN EXISTING EDGE OF PAVEMENT SO 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. c u� `\APPROXIMATE DESIGN .GRADE ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. F. "—j"ABOVE STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER.1��—s— FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. `\ 12WATER 90' DE STREET RIGHT--OF-NAY DEDICATION (STOCKDALE RANCH DRIVE) TO THE CITY OF BAKERSFIELD \" `N \ A PER PARCEL MAP 12002 1 RECORDED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 X--IPJG I CONSTRUCT 75.8'± LF la" IN THE OFFICE OF FEE KERN COUNTY RECORDER. II //\\ CL -3 RCF w/RCJ / \ STORM DRAIN C9 4:00% CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DWG. D-11 la" INV N -E __ 341.41 _ BASIN FLOOR NOTE: ALL STORM DRAIN TO BE a" wv N= ----- - 21" SWR INV= CONSTRUCTED WiTN PHASE'C\ 338.38 336.3± A ZI 5TORM DRAIN SECTION N.T.S. CONSTRUCT 49.7± L.F. 19" CL -3 RCP w/RGJ STORM DRAIN 0 0.20% 99 !IJ II OILAL CONSTRJC'( 15.7± L.F. 13" CL -3 ROP w/RGJ STORM DRAIN ® 0.51% I NOTE: ALL STORM DRAItd 1'0 BE CONSTRUCTED WITH PHASE "C" 21" SWR IN`✓=� 335.8± ST RM RAIN `Pr TInN 4 OLLyy �1U0 ul 'ts dzo �a c �=a mnza ioi r'iF+va, t �oagxx `�r-x sw>UU� us�$zQo z w U�rGw? LU z <E - LU 0 C) ILL n � fnLu N W Z q� d re $C@ LU wr m n h7l 0- \ SFCr PROPOSED SUMPd T.s. v ET, #n un - �. i+.' Y'(' p/ SEE SHEET % N o,Cll'F4% �1^F�CX. TEMP SJMP E6MT PER ry�- o- o n a � � i '4 ""LfOV / PM 72232 PM BK 60, PG 192 }+ / Cl1 RICP . qAG 1 _ D50 a.- REVISIONS APPROVED BY: I 38'9T t -I - QIP ftn .�c PROPOSED f CITY OF BAKERSFIELD A 7 55+97,22 r l __'__—__—_---L__—_.____----- 1 j� v! � (s0.83 6Tj I� �� � � / WATER WELL SITE n �� FRED W. PORTER, R.C.E. NO. 33448 DATE oBEnEOICA oBYSEPnRAreIN RUMEN EX.. 10' WADE SIDEWALK, LAND CAPE I � 1 ( r IH7A - ' { 12232. PM BK 2 IA _ l 17' - - - - PHASE L L IU• - - p TRACT 7317 m r � T,1 PARCEL \�Esur .x R LA ! PF 5 _II Oy s DANIEL PADILI-A, R.C.E. NO, 67008 DATE -_=_ --_ I ----- .------ _---- 0. s Nw..... ...n..v-.....�. ww.......-.�.....+..,.e.�.�..r.�._.�..��.. 52 T _-».�-y=..®. �. 54 54-r4S.20 ,�� I C.9_3+SII 98 a^`y _-..,,� . 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WC � � � I � � �'I - -- �_ v""i i'r5 \ ,� � a yI< I/ _. __ _ L/ — ' ZM UJ 0 EX. iS WIU:� MULTI USE TRAIL, (L-1 n') Lo {,,,�i3i�_-{�LANDSCA^F ESMT & PIJE PER �++ TRACT 7317 0 PAROE� MaP 72232 PM aK. sa,I�11g PG 1920 f m NI 5 Piz (PHASE UJ Y' a-=% 20 .1110 �- m r. `' c, i I0 co a �z +w,1 RLQ�11Y� N TRACT 7317 0 n Nl oim 1 u"v`r'i�a SES SFT PHASE Ei% ,`� - I s� A; qH DRIx 'E0l"n a'', *� u S + � HORIZONTAL 1 '=40'.. + rr WO' a » i VERTICAL: 1 =4' CONSTRUCTION PHASE i L vj") 'i6J5ThYC`54"�'1"F'"^ }l 1 21' PVC SEWER ®0.08%-� .,......,J � g 9 i � � INSTALL 147.9± L=. INSTALL 233.3+ L.F. _ _ I INSTALL 37M1.24 L.F. 5.x.7 II 1''I °�a"i CONSTRUCTION PHASE B" F" F"s' c Ml IN --,..._,w. \ON.><RUGTION (RASE B" ;� CONSTRUCTION PHASC B'" maims `cla X.-,.�....,.. �� olo ..,..,.i oNp 1. pa >� in zl v+a ' ', o Sm Sow - a x z ,nz 1 _ z z _ or�nrzjSlg `"Jog <'-'� M� F Wu+ SNI W rnh : 10 �h: --U 'w'Wi�' NNIp .IWK WAD rJ' N Ill CV;> Ojfiii hIVI heFi OHO h-+ NNI{y� ++ d/'J' N x '�'�YI .cO fn UJ CD-" wfD N �p+u $ 1Guan+ �17� cul,f1I N ip Slulp +0111 a IWf899^^ W z U VSI /> m y vo y q F z _71- _ --_- 354 ...: —. - - ion...:...:...' ...:.......:. .:...:...:..co z �.. AP.PfdOX/MATE Uc51GN GRAD±. . - - - ... s _- j'!' 014E EWER 7 -IND' STORM!lKtllN 1 ' 350 :...:...:...: ..:.. : ..:...:. n. ...:350 � 11A _ ,�� - HA2 '__ 3 I Ljj 346:......:...:.......:...:...:.......:...:...:........:.........-.:...:...:...........:...:.. ... 346 i _ �z 4 z zo 342. :... - 3" rtw ti r;- 342 0 4248 .a ow tb IIID v)U' _ 341A! 'wo Ln 338 .. I" 1 i .......... 338 N m O Q . NOTE- PLUG ENO FOR- z iJ < U__ FUTJRE EXTENSION ( _ i' `OI 2 ==i L 1\1 \ 334 ��:.:. ,z�� _� ' _ :334 �DAr� eJ709L 1 iJ2 9. y' 1a I PA JDB No _ Y709L SHEET ,.� )� . . L 3rNCRON,�RGJ2 STORM DRAIN Q J.-37% 330 tc I 1 T S RUCTION' PHASE "C 52+00 53#00 54100 55#00 56#00 5J#00 -! �.�,..,., ..x.3.9-00 SEWER AND STORM DRAIN PROFILE 1 � 136 �� N I C.f3.5, RECORDS N0.SHEETS QONSTRUCTION NOTr " D 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 FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. o 90' WIDE STREET RIGHT -OE -WAY DEDICATION (STOCKDALE RANCH DRIVE) TO THE CITY OF BAKERS'FIELD PER PARC:L MAP 17062-1 RECORDED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER. SAN BUENAVENTURA� TRACT 7317 STREET (PHASE 5) SELL SHEET 6 1 I „ , TRACT 73171 Y (PHASE l CONSTRUCTION CONSTRUCT NAS 5) PHASE B -- - L �- PHASE 2�, a�� EX. T 7IDE M 6K.1 6UN PG 1LANOSCAPs� _ -- _ - rte_ 12232, P - 5 & PI.E PER PARCEI MA i � P sz 'Y 1^ TRACT 7317 jM (PHASE 6) r �I PHASE A FOCE OF PAVEMENT 62+24.72 23— _ N79'39'29"W 64� y INSTALL PVC LINED SEWER MANHOLE (t) INSTALL SEWER CLEANOUT CONSTRUCTION_ j CONSTRUCTION INSTALL SEWER -- _ INSTALL STORM DRAIN �P? INSTALL STORM DRAIN MANHOLE INSTALL 374.21 L.F. ^ h__� INSTALL 169.91. L.E.__ INSTALL 95.2± L.F. - --�� _ INSTALL TYPE "A" CATCH -BASIN - RIGHT-OF-WAY --� - — ---FX EXISTING SEWER X » EXISTING STORM DRAIN IIla 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 FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. o 90' WIDE STREET RIGHT -OE -WAY DEDICATION (STOCKDALE RANCH DRIVE) TO THE CITY OF BAKERS'FIELD PER PARC:L MAP 17062-1 RECORDED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER. SAN BUENAVENTURA� TRACT 7317 STREET (PHASE 5) SELL SHEET 6 1 I „ , TRACT 73171 Y (PHASE l CONSTRUCTION CONSTRUCT NAS 5) PHASE B -- - L �- PHASE 2�, a�� EX. T 7IDE M 6K.1 6UN PG 1LANOSCAPs� _ -- _ - rte_ 12232, P - 5 & PI.E PER PARCEI MA i � P sz 'Y 1^ TRACT 7317 jM (PHASE 6) r �I PHASE A FOCE OF PAVEMENT 62+24.72 23— _ N79'39'29"W 64� y II � I l 1t o L__kl CHICHESTER COURT SEE SHEET 6 TRACT 7317._` (PHASE 2)` Z - RO:=­­. ,. T T PHA �aUO �pJ CONSTRUCTION_ j CONSTRUCTION O G w r 0 r - w _ PHASE 8 F PHASE $,__��, � �3ZVwa K�rO INSTALL 374.21 L.F. ^ h__� INSTALL 169.91. L.E.__ INSTALL 95.2± L.F. - --�� _ � � [[n�w!"oLLmrrJQ C 21- pVC SEWER trfl 0.08%_---- - --^--� 2Y' PVC SEWER ® 0.087 21" PVC SEWER 0---- zwwrc `�o�cm e2� LLI Z c ��siia .I�IIy IIla } � N ~ w' m z�ur.no oLL pF= ���ozaoo;v� "'1.e t -EX, moocowa�w� ss —_TSI R � a 0.Tat_a pz V22 p�p 0 73' WISE bNLTI-USE TRAIL, 1�c�T3��mcWJ oQ N �w it LANDSCAPE ESMT & PUE PER c2��om��-,oma r1 Z Y _ TRACT 1317 V/> PARCEL MAP 12232, PNI BK. 60, owzwdaav"�iv < fK N 3) uZ U n) PC 192 Z p (PHASE ala auo o Poo. cr L7 v) N a OZ¢iOwU¢Q ui z m W N' II � I l 1t o L__kl CHICHESTER COURT SEE SHEET 6 TRACT 7317._` (PHASE 2)` Z - RO:=­­. ,. T T PHA �aUO �pJ CONSTRUCTION_ j CONSTRUCTION O G w r 0 r - w _ PHASE 8 F PHASE $,__��, � �3ZVwa K�rO INSTALL 374.21 L.F. ^ h__� INSTALL 169.91. L.E.__ INSTALL 95.2± L.F. - --�� _ � � [[n�w!"oLLmrrJQ C 21- pVC SEWER trfl 0.08%_---- - --^--� 2Y' PVC SEWER ® 0.087 21" PVC SEWER 0---- zwwrc `�o�cm e2� LLI Z c ��siia .I�IIy IIla } � N ~ TRACT 7317 (PHASE 2) AT s TRACT 7317 (PHASE 1) RECORD DRA 1N BY: FRED fid. PORTER, RCE 33448 EXP. DATE HORIZONTAL: 1"=40' VERTICAL: 1"-4' INSTALL 403.2± L.F. " PVC SEWER s 6.0 346 ......... ...... .. ........ ...F. 342 338 .. ..... ...... it 21 UG END MTH PHASE A- <���y CONSTRUCTION REMOVE PWC l,�^J MIH PHASE -B CONSTRUCTION ....346 .. 342 I.. 338 INSTALL 198.1± L.F. 21" PVC SEWER @ 0.08% F d �aUO �pJ O G w r 0 r - w �OyWU g � �3ZVwa K�rO ? I � � [[n�w!"oLLmrrJQ C T8 zwwrc `�o�cm e2� LLI Z c tEw��q arrow 5m � } � N ~ w' m z�ur.no oLL pF= ���ozaoo;v� "'1.e U P- moocowa�w� ss —_TSI R � a 0.Tat_a pz V22 p�p 0 y�� � �Q 1�c�T3��mcWJ oQ N �w it c2��om��-,oma r1 Z Y Ax V/> m owzwdaav"�iv < fK N a z z w a�ozwao�m U n) ai¢'cnza� ( xwuoz> Z p auo o Poo. cr L7 v) N a OZ¢iOwU¢Q ui z m W N' �u-wopwp 2 �`,J CU (p Uzp �-P.W2�. i�Ya O �iJw JaaV :Jznn 0 � pcccroua.c wiz "a_. q-'OwT UfJaoyz� 4J2x�GU>-'�O rz�i>p$oh aacs z- o�ro� ��4m lu Cep �..z�m�d3, Om �wZ �zp`am Nciwza�n>- INSTALL 198.1± L.F. 21" PVC SEWER @ 0.08% F d I_7 ?-I -)1 p",A a -a,, w N L(1 DATET' 11/29120171 L PA JOB No. 270�L] SFEET — OF7 SHEETS � 0 r - w z '� � ? I r w Of Of w ~ a —_TSI R bi R 3 �w it �15/J3N Ax I_7 ?-I -)1 p",A a -a,, w N L(1 DATET' 11/29120171 L PA JOB No. 270�L] SFEET — OF7 SHEETS CUNSTRUCTiON N�TES O INSTALL PVC LINED SEWER MANHOLE 0 INSTALL SEWER CLEANOUT ----- INSTALL SEWER —_— INSTALL STORM DRAIN 0 INSTALL STORM DRAIN MANHOLE I -ml INSTALL TYPE "A" CATCH—BASIN __ RIGHT—OF—WAY _� - EXISTING SEWER EXISTING STORM DRAIN ''�- -- EXISTING EDGE OF PAVEMENT SO STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA. 'UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION ''HATH SEWER MAIN. ALL SEWER 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. o 90' WIDE STREET RIGHT-OF-WAY DEDICATION (STOCKDA!_E RANCH DRIVE) TO THE CITY OF aAKERSFELD PER PARCEL MAP 12062-1 RECORDED FEBRUARY 22, 2016 HV BOOK 60 OF PARCEL MAPS, Al PAGE 78 IN THE OFFICE OF THE KERN COUNTY RECORDER. SUNAPEE DRIVE SEE SHEET 6 it : !f ---_� 210' TRACT 7317 '° o'r7 wesT eiEi PIAN RESERVATiDN PHASE 2) ° i 6 zo' C'In'I C.O.B. RESOIU N 43(Ama'TO TRACT 7240 ( n �7 1 TRACT 7317 � v (PHASE 2) 4 04 _ G TIO M _ 11 LANDSCAPE 1 - \ EX 10' WIDE. SIDEWALK 0� 122 f< PUE PER PARCEL MAP EXIS ING ICT A N AIN _ 5211E PM 9K 59 P^ 791 IN PLACE) z -h ,R.�^— �r,Nc IMrRo r� � ' AIC9'1;;' - 68+92.29 / fi 75+41.67 N - <] es s err cL INT 74+34. 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IF --L Ex 27 SEWER iii EX. 21" SEWER �{ 334 334....., ................. .-.LIE _ __.,, 330 330:...... : 69+00 74+00 71-1-00 72+00 73+00 74+00 75+00 76+00 SEWER AND STORM DRAIN PROFILE U aSCiO u�Om '�. wpw - LLIL 4)W N'LLL� ': zm Wg'F+wW ¢Fp d�zaFStrm�O W Imo`-Foz �ri� z ow.a c�oa3co� WWM1 �H izcm W-0W4z WmVq "' ¢ F-enoF oa- LLcza>�; Qw�ou���mw z< W W w m m Z 0 acs 03=- r�-oo�n4U�c,a wu>o�tl1�ma o Wzwmc w' -mo aF=oz"nom oo'=a .ozoe,L �3� a oz> zxo ow�Fox �WwGK i- P a!L zoywocoza¢ r°'oascioo m'-' O 6W'- OF q W W W O C44>r 1_Vl mwGwz azO ¢m x w.n�o� zi ��oai-uoaa _ RECORD DRAWING ;pug 5;� ",�• �� �y BY ME'D W. PORTER, RCE :33448 EXP. DATE 1.2_?31% py'At:�l dy Lr a� �37si�;v a IDATE 11/2912017 �PA J08 No. 2709E SHEET �� OF 7 SHEETS ;1 CONSTRUCTION N®T- o INSTALL PVC LINED SEWER MANHOLE C INSTALL SEWER CLEANOUT ~z INSTALL SEWER ¢ z INSTALL STORM DRAIN ----- Q INSTALL STORM DRAIN MANHOLE d° -Lo INSTALL TYPE "A" CATCH -BASIN -- - - — RIGHT-OF-WAY 9— EXIS"PING SEWER EX ,n - EXISTING STORM. DRAIN -�� --+y`--- EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION z IY Ot-ice �S.VO mIm w ~z z ¢ z (s��] z ww I t -'zo za wPo — oY lri x U)UJ I4 m m uj 4 .r p f- i)1owa�NU5 � w `C �V 5 NM Q > -DL�� Z) I r z ZZa ! o. 0 v X SLL�'GpF-Oi ¢w°ovs��lnU \.f 0 0 N'i'l uF Z 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 -MAX.COVER AT H PROPERTY LiN". FLOWLINE ANDA 2.25 MIN. 7 MAX �F E THEc 30' WIDE STREET RIGHT Of WAY DEDICATION (STOCKDALE RANCH DRIVE) TO THE CITY Of BAKERSRELD LAJ PER PARCEL MAP 12062-1 RECORDED FEBRUARY 22., 2015 IN BOOP( 60 OF PARCEL MAPS, AT PACE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER, STOCKDALE RANCH DRIVE AFF SHEET 4 SUNAPEE DRIVE 2 INSTALL 90,31 L.f. --8,, PVO SEWER 0 0.25% 1 HORIZONTAL: 1"=40' i? Z -"I" VERTICAL: i"=4' 354... ..... ... 354 APPROZIAAATE DESIGN TRADE-� A 90 VE 5f I,FI2. AVMS/ . 350:.. . °�. ;-- --- ____ _ ... 350 I . 346 .. 346 342 :...:.. L :. .: III .:...:.... 342 338 338 NATE PLUG END FOR-FUTUPP EXTENSION . 334.. �,6 .. .. ... .. /. ..`%"-. .. . 334 9 330:.. .. 0 1'I FOO 10+00 SEWER MAIN PROFILE STOCKDALE RANCH DRIVE SEE SHEET 4 I �0 IT t� 1 it I , I I i 13' 91- 1 wil, I RECORD DRAWING €4 + FRED W. PORTER, RCE 33440 EXP. DAT STOCKDALE RANCH DRIVE SEE SHEET 4 STOCKDALE RANCH DRIVE SEE SHEET 3 L A I �i 1 I 1iI —-1 �I5 g� -. 6 6- - l I TT � I I � --. 0 Vi cf �� 4 X _ NtazsceE I III g I ! 3a3o rw z :L - o R ELI.y z--�-� I _ ti LLJ��� r m J +o .o a o, CL d W 1 I f CLL CL w �ul I I I� i I -z o I 12 ( I I 7 it F� FAN e 'L fL W rcyz. I-ir mz z 00 'x +lJ IyU � tJW W � V1 Np yj�JW 911 �q+iV }NAV +� O i'VI aIN >id�fn q COURT INSTALL 79.3± L.F. 8" PVC SEWER W 0.257x; HORIZONTAL: 1"=40' �I VERTICAL: 1"=-4' 6- vU 6 i n J� �i+!m rN O ��10 � � I d 354: ..: :...:...:... 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TEMP SUMP EASEMENT PER PARCEL MAP 12232 ✓ � �Pl��OA // Y `' - >ga, v� /3 PM BK 80, PC 192 \ // / 1� /� i pori - tPy \ �� + //- a? /// t ` /7 y R, V ct / Lap �T' 'r c/< 11 ; - v n P \ ii ry / i� y • �� � '^.� A An.0 J�.� �`�. 0�:� L v .y� ,F`'J`,AG1 C�� rr Y% T 6C � 'i,. ITAl- lk PROPOSED CITY OF BAKERSFIFLD ! \ $ \ WATER TANK SITE \ \ J \ / yyyy Ya'(YO BE DEDICATED 9Y SEPARATE INSTRUMENT) Do / E 10' CEE MAP 1223 LANDSCAPE ESMT & PUE P_FR PARCEL MAP 12232, PM dK. 80, FG 162 �� T /i/ l 0 ST PW I vIi jI'. LANDSCAPE T—EMNT'* STOCKDALE RANCH DRIVE ' a I tz'1 I PRU'POSED__, _ P DETAIL. �- �� SCALE: 1"=30' — i 12' A TYPICAL CROSS SECTION NOT TO SCALE z J t+ TYPICAL CROSS SECTION N01'10 SCALE REVISIONS APPROVED B'f: r Dr' DATE � � DANIEL PADiLLA, :�.C,E, P.Q., 8I6U; bAf EE _--- SUMP` A,�? ,TORr% Oce.A,­1 SNAtt Pf, CGc.1si IL ��cT6o 1 WirN (uAs€ C Lo..!.572u cYtuwt JJ CONSTRUCTION NOTE5 THIS SHEET ONLY A CONSTRUCT OUTLET STRUCTURE PER C O.B STD. DWG. D-10. © CONSTRUCT 6' HIGH (TEMPORARY) CHAIN-LINK FENCE (NO CURBING OR SLATS) PER C.C.B STD OWC. D-11, D-12 AND D-13. TEMPORARY FENCE TO BE REPLACED AT TIME OF DEVELOPMENT OF ADJACENT PHASE OF TRACT 7317. D CONSTRUCT 14` WIDE DOUBLE GATE PER C.O.B. STD. DWC. D-13. r_Dl INSTALL D50 8" RIP -RAP 1 fl�+j0 wPeh w�dL OU'< �JU)LL+ V ZLLl Wa�=_L~2T~O Oji-wPu n.s�"inow��o wx z 2 wK(JO.[�U'LC ssz� wiOw�Smcwi� Q`n 000waTyz .. 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(`' ABOVE STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM UL 25' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. -- 7' MAX OF COVER AT THE PROPERTY LINE. 90' 'NIDE SFREE' RIGHT-OF-WAY DEDICATION (STOJKDALE RANCH DRIVE) TO TIME CITY OF BAKERSFIEELD h �/ 12" WATER � LI PER PARCEL MAP 12062-1 RECORDED FFPRLIARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IJ X-ING CONSTRUC"' 75.8'+ Ll 18" IN THE OffI.E Of THE KERN COUNTY RECORDER.�1 I;, CL -3 RDF' 'N/RG; STORM DRAIN 0400% CONSTRUCT. CT srRucruRE PER PER C.O.B. STD DWG, D-11 /18INV N -ET 3a1.=ti \ 11� � I'- - �--�� BASIN FLOOk' l\ 13 INV_ 338.00 21" SWR INV= 338.38 336,3± 1 rA'� STORM DRAIN SECTION /`.. �,_,/.. N.T.S. /G 1i �Ou P2`S �T oT/P!c �1 >� SEA� D, IQ� Tq 1pilj i J 3Ci G -- _._ ___. --- - -- i __..-_ _ _.- _ - i - CONSTRICT 49.7± LF. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.20% INSTALL PVC LINED SEWER MANHOLE � INSTALL SEWER CLEANOUT PROPOSED SUMP INSTALL SEWER SEE SHEET / INSTALL STORM DRAIN - - --__ — 0 INSTALL STORM DRAIN MANHOLE �a' INSTALL. TYPE "A" CATCH -BASIN - --�- RIGHT OF --'WAY � EXISTING SEWER _,G - ' EXISTING STORM DRAIN " EXISTING EDGE OF PAVEMENT -- -- ED STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. o ct r; .ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. T "' o II' APPROXIMATE DESIGN GRADE ALL. SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. �? rk. (`' ABOVE STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM UL 25' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. -- 7' MAX OF COVER AT THE PROPERTY LINE. 90' 'NIDE SFREE' RIGHT-OF-WAY DEDICATION (STOJKDALE RANCH DRIVE) TO TIME CITY OF BAKERSFIEELD h �/ 12" WATER � LI PER PARCEL MAP 12062-1 RECORDED FFPRLIARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IJ X-ING CONSTRUC"' 75.8'+ Ll 18" IN THE OffI.E Of THE KERN COUNTY RECORDER.�1 I;, CL -3 RDF' 'N/RG; STORM DRAIN 0400% CONSTRUCT. CT srRucruRE PER PER C.O.B. STD DWG, D-11 /18INV N -ET 3a1.=ti \ 11� � I'- - �--�� BASIN FLOOk' l\ 13 INV_ 338.00 21" SWR INV= 338.38 336,3± 1 rA'� STORM DRAIN SECTION /`.. �,_,/.. N.T.S. /G 1i �Ou P2`S �T oT/P!c �1 >� SEA� D, IQ� Tq 1pilj i J 3Ci G -- _._ ___. --- - -- i __..-_ _ _.- _ - i - CONSTRICT 49.7± LF. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.20% B N�/ 342.5± I I 21" SWR !N 335.87 tT'` STORM DRAIN SECTION _ N, [.S_ CONSTRUCT 157± L.F.18" CL 3 RCP w/RGJ ETOPIA DRAIN s� 0.517 �G W t a2W0 ytiN 1 " (mi.aF S���wGo [wCAa WNVz �m�6 m�2tt0 rl�yjV o cU'S w�GW�wvM V;S= a<w H�o�s rvn GOGwONti:9 /�2 GC WOLGx�I �u�>ooz.Fm� w zs ooGm nota w 'y� r r'p 7�4waw��oo' aP, au���oq 2 2 W G N gIL�2�ZG2�LL yl-�y'S 44z q`2 U. " o�E aa� e��Woo C9m W�5/1 -CVZ>6 SOS JNLLI2 W.�W 2z!-S>Ll aog zo�G o� wx o u�Qo Wz °m'-� Q N n x o d. "B UiC>t- W W O O W� C V) xx �5 xo ocas E.M JAI PROPOSED g lit PROPOSED SUMP u�l Q SEE SHEET / NN CITY OF BAKERSFIELD����r EX. TEMP SUMP ESMT PER 15' 4' c�a CS VN ' PM 12232PM BE 6G', PG 192 �a' y WATER WELL SITE DSC 8"-- J i/ 3IP RAP �fT _,al N (PHASE 6) B N�/ 342.5± I I 21" SWR !N 335.87 tT'` STORM DRAIN SECTION _ N, [.S_ CONSTRUCT 157± L.F.18" CL 3 RCP w/RGJ ETOPIA DRAIN s� 0.517 �G W t a2W0 ytiN 1 " (mi.aF S���wGo [wCAa WNVz �m�6 m�2tt0 rl�yjV o cU'S w�GW�wvM V;S= a<w H�o�s rvn GOGwONti:9 /�2 GC WOLGx�I �u�>ooz.Fm� w zs ooGm nota w 'y� r r'p 7�4waw��oo' aP, au���oq 2 2 W G N gIL�2�ZG2�LL yl-�y'S 44z q`2 U. " o�E aa� e��Woo C9m W�5/1 -CVZ>6 SOS JNLLI2 W.�W 2z!-S>Ll aog zo�G o� wx o u�Qo Wz °m'-� Q N n x o d. "B UiC>t- W W O O W� C V) xx �5 xo ocas E.M role PROPOSED r lz o +�"' ! ;v p�ll S VIII CITY OF BAKERSFIELD����r 15' 4' c�a B N�/ 342.5± I I 21" SWR !N 335.87 tT'` STORM DRAIN SECTION _ N, [.S_ CONSTRUCT 157± L.F.18" CL 3 RCP w/RGJ ETOPIA DRAIN s� 0.517 �G W t a2W0 ytiN 1 " (mi.aF S���wGo [wCAa WNVz �m�6 m�2tt0 rl�yjV o cU'S w�GW�wvM V;S= a<w H�o�s rvn GOGwONti:9 /�2 GC WOLGx�I �u�>ooz.Fm� w zs ooGm nota w 'y� r r'p 7�4waw��oo' aP, au���oq 2 2 W G N gIL�2�ZG2�LL yl-�y'S 44z q`2 U. " o�E aa� e��Woo C9m W�5/1 -CVZ>6 SOS JNLLI2 W.�W 2z!-S>Ll aog zo�G o� wx o u�Qo Wz °m'-� Q N n x o d. "B UiC>t- W W O O W� C V) xx �5 xo ocas E.M PROPOSED lz o +�"' ! ti m vi CITY OF BAKERSFIELD����r TRACT 7317 zl _KpAp'N off` (eD Lr) y WATER WELL SITE bel (PHASE 6) In M ;TO BE DEDICATED BY SEPARATE INSTRUMENT) CL m I r� I SIDEwAx TRACT 7317 /-�x 10wloE LANDSCAPE I (PHASE 5 W L E2__ _ 98 - / or N �1r1 rFXTEN ,^I-.-.:-�— I , I r �� ,'so'oa �3 8"N II, t; -K NI a nrnlm TRACT 7317- nvjw�b 19 (PHASE 6) d.; DY: , i RAN(434H DRIVE T & PU_ ER PA MA, _ - -J- 12232, PM 9K 60, PG 192 J --- - -- t in I� AA zi-- N.7 71 /r� I - L / N ^r J - EX, I% 1 EX. 13 VIDE MULT-USE TRAIL :� Co rh z LANDSCAPE ESMT & PIC PER ;� w i to - q PARCEL MAP 12232, PM BK. 60, DZ p i p.i. CI -�.) iii PC J1Z w I ANE ` z cr) m ° pp���� d i• v z i o +� F— L,-m >U� r)SLXco 0 v X U) p�d Ldi LL g Lu m M N p� w INSTALL bP 3± L.F. 21" PVC SEWER @ 0.02X,--� _ `y,_-_ __y• IN TAIL 147.9± LF. _T INSTALL 233,84: _.F. _ INSTALL 374:2± L.F. SEWER @ 0087 '21! 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INSTALL bP 3± L.F. 21" PVC SEWER @ 0.02X,--� _ `y,_-_ __y• IN TAIL 147.9± LF. _T INSTALL 233,84: _.F. _ INSTALL 374:2± L.F. SEWER @ 0087 '21! PVC SEWER @ 408% �� 21" PSC.SEWER @ 0.08%��� �4f{C2 ppNIO O lid ONO Otl>IG SWA z WR Z Z mh P rnu+I� ov Nj ro rnnl ary �Q, N o !au`R., ro�i� olci W SNI LLro}r() VI roI c� uilz p NIW NIQ o �'i. 2 NIJ NI NIS NI=T N Nc jIj W IV 354 .... ,.-- I� 354 II. Q s , - - ABOVE E'WfR'ANO �FbRMORAIN AFPRGX/MATE DESIGN !'RAU� 350: _. ,.. � .:...:.......:350 hT{h'y j 346 ...: .... :...:...........:...:.. :._ .....:...:...:...:....... ..:...:.. 342. 338 NOTE. PLUA END FOR . : FUTURE EXTENSION. . 342.4$. .. .:338 334.... .....: ..... :.......: 'lEh . r. i . _ 334 j. 3 *StALJ_ 237.9z L5, 18" - CP w/RGJ STORM DRAIN @ a 37%� 330:.,.:,, cL3R .... ....,....... ..330 52+00 53+00 54 00 55+00 56400 57+00 58+00 53+00 SEWER AND STORM DRAIN PROFILE f 1=1 w' m! Fr - ©ATE 1112912017 SHEET 3 OF 7 SHEETS lz o <'' ! ti m vi n5 + n: aci vrot u89iV`4d HORIZONTAL: . i"=40' VFR'ICAL 1"-4' n -m- ppb. m1'J ,�+ INSTALL bP 3± L.F. 21" PVC SEWER @ 0.02X,--� _ `y,_-_ __y• IN TAIL 147.9± LF. _T INSTALL 233,84: _.F. _ INSTALL 374:2± L.F. SEWER @ 0087 '21! PVC SEWER @ 408% �� 21" PSC.SEWER @ 0.08%��� �4f{C2 ppNIO O lid ONO Otl>IG SWA z WR Z Z mh P rnu+I� ov Nj ro rnnl ary �Q, N o !au`R., ro�i� olci W SNI LLro}r() VI roI c� uilz p NIW NIQ o �'i. 2 NIJ NI NIS NI=T N Nc jIj W IV 354 .... ,.-- I� 354 II. Q s , - - ABOVE E'WfR'ANO �FbRMORAIN AFPRGX/MATE DESIGN !'RAU� 350: _. ,.. � .:...:.......:350 hT{h'y j 346 ...: .... :...:...........:...:.. :._ .....:...:...:...:....... ..:...:.. 342. 338 NOTE. PLUA END FOR . : FUTURE EXTENSION. . 342.4$. .. .:338 334.... .....: ..... :.......: 'lEh . r. i . _ 334 j. 3 *StALJ_ 237.9z L5, 18" - CP w/RGJ STORM DRAIN @ a 37%� 330:.,.:,, cL3R .... ....,....... ..330 52+00 53+00 54 00 55+00 56400 57+00 58+00 53+00 SEWER AND STORM DRAIN PROFILE f 1=1 w' m! Fr - ©ATE 1112912017 SHEET 3 OF 7 SHEETS