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HomeMy WebLinkAbout1.2-7317 Ph A & BASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE THEODORE D. WRIGHT C 33710 APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS FIQLER C 61069 BE CHMARK US D: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET AND STOCKDALE RANCH DRIVE. ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2 BENCHLAAE.K. $': SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INT'ERSECT'ION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 (CITY DATUM) BA5,1S. _QF BLARINGS: TIME BEARING OF NORTH 89"27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062--1 FILED IN BOOK 60 OF PARCEL DAPS AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. `AAW!111111 i . , PARCELS A AND B OF PARCEL MERGER NO., 16--0182 PER CERTIFICATE OF COMPLIANCE RECORDED ON SEPTEMBER 2, 2016 AS DOCUMENT NO. 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 DIABL.O BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP. NO SCALE 7 TERIA i ESTIMATED QUANTITIES FOR PLAN J Fes- 0 iR}T- u>: � CL0 wH,oz9z_ujT_9 t��c�c� CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER M w©0 a Q LF 8" SEWER MAIN 340 LF So 7 EA cn STOCKDALE HIGHWAY EA TIE-IN(S) 1 EA STORM DRAIN P ©� ts0awC) U 1--Zw F-?tn N co � 0 Q Q� ti- 424 I HU L BERRY z a STORM DRAIN MANHOLE 2 EA ADJUST MANHOLE TO FINISH GRADE h EA OUTLET STRUCTURE TRACT EA TEMPORARY SUMP CHAIN—LINK FENCE 1,215 ! 7240 �� a- BOT EBRUSN CULIACAN NORTH HALF OF 1 E T��EIENU.T O�E�LbWER a R.26E. EACH ASTER~.30S., <NORTH HALF OF z SECTION 4 T.30S., R.26E. KCWA--CROSS VALLEY CANAL VICINITY MAP. NO SCALE 7 TERIA i ESTIMATED QUANTITIES FOR PLAN J Fes- 0 iR}T- u>: � CL0 wH,oz9z_ujT_9 t��c�c� CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER 21" SEINER MAIN 2,067 LF 8" SEWER MAIN 340 LF PVC LINED SEWER MANHOLES 7 EA ADJUST MANHOLES TO FINISH GRADE 7 EA TIE-IN(S) 1 EA STORM DRAIN P ©� ts0awC) U 1--Zw F-?tn N co � 0 18" R.C.P. STORM DRAIN 424 LF TYPE "A" CATCH BASINS 2 EA STORM DRAIN MANHOLE 2 EA ADJUST MANHOLE TO FINISH GRADE 2 EA OUTLET STRUCTURE 1 EA TEMPORARY SUMP CHAIN—LINK FENCE 1,215 LF 5.HEET No. INDEX CD TITLE SHEET M GENERAL NOTES C PLAN ANDPROFILE STATION • 59+00 ,, PLAN AND PROFILE STATION 59+00 TO i# M PLAN AND PROFILE STATION ."i TO 75+42 .EE DRIVE MONTPELIER COURT 1 �.N 1 R J STREET BROOKLINE DRIVE C PROPOSED SUMP DETAIL FAM AM IV 931miul 1 LEQ SHEET INDEX NUMBER UNDERGROUND SERVICE ALERT Q SS# fi 2 SEWER MANHOLE W%NUMB ER OF SOUTHERN CALIFORNIA a Sa#12 STORM DRAIN MANHOLE W/NUMBER O8#12 CATCH BASIN W/NUMBER PROPOSED SEWER MAIN PROPOSED STORM DRAIN S EXISTING SEWER MAIN ---~--SD EXISTING STORM DRAIN TMH-'~ TOP OF MANHOLE ELEVATION ♦#�+• i�� a jam_+*� INV.— PIPE INVERT ELEVATION DIAL. TOLL FREE 1-800-227-2600 (E,S,N,W)i4- (EAST, SOUTH, NORTH, WEST) AT LEAST TWO DAYS BEFORE YOU DIG P.V.C.-- POLYVINYL 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_ CATCH—BASIN AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. CITY (NSPECTIQN NOT, NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK W THIS AREA UNTIL AN ENCROACHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. z FF-- V � w�� _. __ STOCKIALE HIGHWAY L, C L ... 1 � PARCEL~. 1 ! PM 12062---2 FUTURE FREEWAY INTERCHANGE I I tl t I IN, CD z CN TRACT 7317 V) Z PHASE 2 i I z >_ 0— co 0 i -- I Li CL.. z CD V) EX ca ;UNAPEE DRIVE tJ TRACT 7317 4:�j PHASE 4 Zi I Ij l� TRACT 7317 PHASE 5 11> 1CD t n 'Q I , t_ . 4Z3 IKAP I \ FUTURE O.O.B. i SS#2 MATER TANK SITE co �. GB# f SAIV I ` SD2 -'Jr-NA YEN r a I SPRekr URA iz� PARCEL 3 PM 12Q62-2 TRACT 7317 '`� .�1 SS#4 - PHASE 6 � TRACT 7317 PHASE 3 C) c3�0 wow Z W d W Q rA�rJwul V)wy< W ca T F.. w F- p r�.+r+.w M J Fes- 0 iR}T- u>: � CL0 wH,oz9z_ujT_9 t��c�c� Lo Co to �'`j""� � co w [c ET W L"3 Q uj 9) Va CL m aQ4Qyw tri ii i 1:138 v C s,. LL twuo� t zoQ*-O��G?0. V) to .Y z Z wwLu id w Q4� Qat<,u Q' :z 0Hwffimtma } P ©� ts0awC) U 1--Zw F-?tn N co � 0 e Q Z w ,... w2(oZ390<�<0owV5_MC7 £ /`r� tV -J LX,Q= O g g � ; q � A uj C- Wut .w...q.Mr4...w.rw.... �p�c Ix LA. a ©ix uj© w ' u Qm s7 Lu c ww i�Fc cR.�--c�c rx� m z V) L 0V owc)m� z Q- QdUL41V>�rxw WUJZCLFV) 07 tl..z LSC. XZX<0Lj C �t� � F < W m:� UJ ?--� 0pLiL& � Q O F - co co ., V) 0 UJ �w_c ujuib�a�c L.,�..1 << Fx OZ Z(1) Z -r �- C6 . () C zopzzwwp -��Z Lx w zi Z M W 0 a >_ ` 0LJJ t-,, >:X.0<WW Z(!)U -, RAN CH Ss#6 DRQ Cir TRACT 7317 1 PHASE 1 KEY MAP SCALE: 1'=200'__ . SS#7 I �NM I I 1.2-7317 COB RECORDS J 0 I= cs Lli U. z w w CL z m w w w LLJ E� U p CL 00 v� DATE 11/29/2017 PA JOB No. 2709L SHEET E 0 OF 7 SHEETS z w Q' v� DATE 11/29/2017 PA JOB No. 2709L SHEET E 0 OF 7 SHEETS QENERAL-NQ!E5. 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO, THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL, OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT---OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800--227--2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11 • IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS 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 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. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF 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. 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. CO R SPECIFICATIOL45 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS 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 INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR 11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW --•1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE --FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR ALL LATERA. 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 SMALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL. EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. , 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW ---5 AND SECTION 70--1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW --6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. 11. PRIOR TO FINAL. ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 36011, 1N ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. CONNECTION SEAL TO PVC LINED SEWER LINE OR MANHOLE 1. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE. THE GORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. 2. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION, THE END OF THE CONNECTING LINE SHALL BE SEALED TO THE PVC BOOT WITH SIKA 449/203 PRIMER AND SIKA FLEX 1A SEALANT OR AN APPROVED EQUAL. 3. THE PVC BOOT SHALL BE ORDERED SO IT WILL. FIT SNUGGLY TO THE OUTSIDE WALL OF THE CONNECTION. 4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATIONS. 5. THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP. 6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. QQF3 5TR AI N' 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE. PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. C.Q,Q IRENCHI.N9bl.OTE5 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 DIGHT--OF--WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST --22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS- WILL BE BACKCHARGED TO THE CONTRACTOR. NEE TO QQ.NMAQTQR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. S.TANDAED I. 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 NOTED) ci � d'OTT .2© wwQ"'moi" z2W 0 > CO 0 W_a2 t U;cs T c,1329 g lwgcsaz _Ws V5TW�W wiNwW6 wvi F,.a.. a z<§-�wm0�� zdw`1-8 0 -CL0 =60 uz)� -z-mmhzZzu. cu. 0 CC CK zpdW twwwxx �ujowffi>wlwz: Q � ui w ul 1:13 1.2-7317 r r s , 1 ! ctit Q w r� r� c� V) c U- cn I m 0 U v �v 0 0 I E a� a� cn 1-11 U) E a E x 0 co :_ J_ R �n.. z M 0) to .U) t) � Z i_ r: w �cl� 0 i1'! (DX `- < 06 LL it c N C) z uj t- 0 CL CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION } SW --1 SEWER LATERAL MARKER r� w Z h Lu D-6 LANDSCAPED CONSTRUCTED CHANNELS .0w SW --2 TRENCH SECTION FOR CONCRETE ENCASED PIPE [3 D--7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS SW -3 PAVEMENT PATCHES 0 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 0 D--10 SIDEWALK UNDERDRAIN SW --6 6" CLEAN OUT 0 D--11 DRAINAGE BASIN SW --7 HOUSE CONNECTION WITH VCP SADDLE D--12 CHAIN LINK FENCES El SW -8 INDUSTRIAL SAND TRAP D--13 CHAIN LINK GATES 0 SW --10 SAND TRAP D-14 CATCH BASIN, TYPE „A„ cl SW --11 HOUSE CONNECTION WITH CAST IRON SADDLE E3 D-15 CATCH BASIN, TYPE "A-1" Fl SW -12 SEWER LIFT STATION VALVE BOX 0 D-16 GUTTER DEPRESSIONS El D--1 INTENSITY VS. DURATION CURVES 0 D-17 JUNCTION BOX D-2 RATIONAL METHOD RUNOFF COEFFICIENTS 0 D-18 MANHOLE, TYPE "B" Ej D--3 CHANNEL PROTECTION D-19 DRAINAGE WELL, TYPE „B,► 0 D-4 CHANNEL PROTECTION ST --22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS El D--5 RIGHT OF WAY FOR NATURAL CHANNELS [ ST -6 DATED 1/11/99 PAVEMENT PATCHES ci � d'OTT .2© wwQ"'moi" z2W 0 > CO 0 W_a2 t U;cs T c,1329 g lwgcsaz _Ws V5TW�W wiNwW6 wvi F,.a.. a z<§-�wm0�� zdw`1-8 0 -CL0 =60 uz)� -z-mmhzZzu. cu. 0 CC CK zpdW twwwxx �ujowffi>wlwz: Q � ui w ul 1:13 1.2-7317 r r s , 1 ! ctit Q w r� r� c� V) c U- cn I m 0 U v �v 0 0 I E a� a� cn 1-11 U) E a E x 0 co :_ J_ R �n.. z M 0) to .U) t) � Z i_ r: w �cl� 0 i1'! (DX `- < 06 LL it c N C) z uj t- 0 CL CC z 0 r� w Z h Lu :r wg ul .0w lox CC z 0 w CRATE 11/29/2017 PA JOB N0. 2709L SHEET OF 7 SHEETS Q05IRUCT10. NQIE$ t C INSTALL PVC LINED SEWER MANHOLE ► INSTALL SEWER CLEANOUT co INSTAL. SEWER INSTALL STORM DRAIN 100 INSTALL STORM DRAIN MANHOLE ABOVE STORM INSTALL TYPE "A" CATCH --BASIN — --- RIGHT—OF—WAY EX S EXISTING SEWER EX SD— EXISTING STORM GRAIN A EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION 19 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. t I � ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. --- .fro V. co ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. APPROXIMATE DESIGN GRADE 100 f s 5 115 ABOVE STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER {jlTRACE` 7317 �� f qu � s(� ° " „C, t + � FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. r, 2 . 1--1.! it � <3 a: A 90' WIDE STREET RICHT—OF--WAY DEDICATION (STOCKDALE RANCH DRIVE) TO THE CITY OF BAKERSFIELD � 12" WATER� PER PARCEL MAP 12062-1 RECORDED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PACE 76 1 X--ING CONSTRUCT 78.81_-�- LF 18" EX. 13' WIDE MULTI- -USE TRAIL, LANDSCAPE ESMT & PUE PER IN THE OFFICE OF THE KERN COUNTY RECORDER. CL --3 RCP w/RGJ $ CEL MAP 12232, PM 8K. 60, STORM DRAIN 0 4.00% p PARCEL , \ CONSTRUCT OUTLET TRACT 7317 STRUCTURE PER C.O.B. (PHASE 6) 0 t-.,' STD. DWG. D'---11 r 18" INV N:� E= 341.41 BASIN FLOOR 181' INV N= 338.00 21" SWRINV= 338.38 CONSTRUCT 49.7± L.F. 1811 CL -3 RCP w/RGJ STORM DRAIN 0 0.20% 18" INV N 342.8$ 00 tt? r• I C6 c~*. v 5uJ" CONSTRUCT 19.7± L.F. 18'y CL. -µ-3 RCI' w/RGJ STORM DRAIN 0 0,51% e 336.3± fajQRM, DEAN.5E N.T.S. o 21 " SWR IN V= 335.8± PROPOSED SUMP V tl3"\ R S N. ,S SEE SHEET 7 S/� coo�t'`S EX. TEMP SUMP ESMT PER + ow toulZ t� �' r Pit 2232 PM ICK 60 PG 92 °i 0 /vo / RIP° RAP � � �' PROPOSED :K �� +97, CITY OF BAKERSFIELD {90.83 I~� r � ,� WATER WELL SITE (TO DE DEDICATED BY SEPARATE INSTRUMENT) . TRACT 7317 EX. 10' WIDE SIDEWALK, LANDSCAPE ESMT & PUE PER PARCEL MAP (PH ASE 5) 12232, PM 8K. 60; PG 192 52 54 �. 53+58.98 .,...�..,...,.,.,...,�.,...............,.,....,............... _..... ,.... ,..�,. ,.....,�....w.._....,....,.............._,...�.�..��......,,..,......... _....�......�. ..w........ CI;. IN ..........,..,»... -.� --�- FUTUR SEWER MAIN EXTENSION 55 '59158P*W If 0) N6o`59'07� pW +14.64 -w. 57 N24°06'33"E. te�ST�2'1771 58 57`15.246„E I � e --- .fro V. co ` \ 100 � �0' (� a {jlTRACE` 7317 �� f qu � s(� ° " „C, t + � (PHASE 6) �: r, 2 . 1--1.! it 414", Aig '&a <3 a: � INE j E -w. 57 N24°06'33"E. te�ST�2'1771 58 57`15.246„E p s!7 .R tM ri► �Y�. r,. rte.:. .ter.. :sr. ....�..: ', ..... :..._. � � .i 1 G i F I � e LAJ 0t� 100 00,0,, Mw W EX. 13' WIDE MULTI- -USE TRAIL, LANDSCAPE ESMT & PUE PER w $ CEL MAP 12232, PM 8K. 60, p PARCEL ` TRACT 7317 (PHASE 6) 0 t-.,' r p s!7 .R tM ri► �Y�. r,. rte.:. .ter.. :sr. ....�..: ', ..... :..._. � � .i 1 G i F I � e 0t� Mw W -i.a DAA` 11/29/2017 2912017 E PA JCB No. 2709L S.^ SHEET SMMF, V J OF 7 SHEETS z 0t� Mw W -i.a DAA` 11/29/2017 2912017 E PA JCB No. 2709L S.^ SHEET SMMF, V J OF 7 SHEETS Q.0NKRQQjlQN mg w utcd� uj u, � rw a.zw 0 INSTALL PVC LINED SEWER MANHOLE Q INSTALL SEWER CLEANOUT tt+{q�'. to � INSTALL SEWER ,ax_ a INSTALL STORM DRAIN vizw Q INSTALL STORM BRAIN MANHOLE _ INSTALL TYKE "A" CATCH- BASIN .--. -...,♦-�-. RIGHT-OF-WAY EX S EXISTING SEWER EX SD— EXISTING STORK GRAIN r/ EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION . • i • CT 7317 �� M (PHASE 4) gig I 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. ai 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. TRACT 7317 (PHASE 5) TRACT 7317 (PHASE 3) SAN BUENAVENTURA STREET SEE SHEET 6 ' 70'11733 ' I l t �20' _ t I 10, 1 t CONSTRUCTION CONSTRUCTION � i . ♦ r t+ Mr ..w . . . .♦+. a•.r ra. M? mg w utcd� uj u, � rw a.zw Cq*> �zc)cu� 0)0 f �\..*.�,I ++ tt+{q�'. to � r" ui U- >- TRACT 7317 (PHASE 5) CHICHESTER coURT SEE SKEET 6 STOCKDALE RANCH DRIVE CONSTRUCTION PHASES A & B TRACT 7317 r (PRASE 2) f1 ro TR,acr 7317 (PHASE 2) HORIZONTAL:" =40' VERTICAL: 1"=4' 0 w utcd� uj u, � rw z- Cq*> �zc)cu� �? w ��,► Z u'+ =o +W00 F-10. 0 r� � CSI r" ui U- >- ,ax_ a w O (1) vizw C/)� Q a �z� a tL m C4 _ KJ C3 oQtz� z 0 {f) C,4 t= 4 4 U � p GJ� aCp CS4 t(o CD wW�W"-- 0 N ` t���Q� tt,o(� p f.♦ �,"' C7 � � � � tiJ Quj ��- w-3 § 1 o�w� CONSTRUCTION CONSTRUCTION PHASE B PHASE 4 INSTALL 374.2± L.F. INSTALL 169.9± L.F. INSTALL 95.2± L.F. INSTALL 403.2± L.F. INSTALL 198.1± L.F. 21" PVC SEWER 0 0,08%21" PVC SEWER 0 0.08 21" PVC SEWER 0 0.08% '> 21 PVC SEWER C� q.O8� � � 21 PVC SEWER 0 0.08% acnz oz m� 1010 (mo) tjo Z5 m 0404 o cri wtd 0• 14+ coca � w �W •354' V/ w tr ji Z. . . ♦ • . . . . . • . . . • . • . • • . ♦ • • . • • ♦ • . • • ♦ • • . . . • • • • ♦ . • • . • • • . ♦ . ♦ . • . . . ♦ . . . • . ♦ • . . • . ♦ , .I CL . • • : • • a : • • • : ! s , : • • v : • • • + • • ♦ . . ♦ e : ♦ ♦ J : • • a = • • ♦ : r ♦ • + • • J ; • • • : ♦ • ♦ : • • • : • • . : ♦ • • : • • : • ♦ ! : • • ♦ ± ♦ • •APPRO��MA TE -DESIGN •GRADE . e : • • : ♦ ♦ i : . ♦ , ; ♦ ♦ ♦ : • • ♦ ♦ • Y : e . • ; ♦ . ♦ : • • • ± . ♦ • : ♦ • s ; • ♦ • : • • • : ♦ ♦ • ; ♦ . • ; • s ♦ : ♦ • e : • , a : . • • : • a ♦ : • • r : • ♦ ♦ ` • ♦ f ; • • • ; �•� -I�\ A80VE SEWER ANO STORY DRAIN 350 • ... ♦ .......... , ...... . , ♦ • _..~�..,.Y.�.�♦ ._.___.,—.�_-- 35O • ... ....... ._..... J , .... ........ ------------- .........,.•....................I........................................................ ................. ........ .......... ,.............. .............. ........... ... 346........:.• ........................................ ,....... ............: ,: .♦:. : :.. , 348 .• ................. ...... .. ♦ 342:. ......... ......... ......:................. . . : . . : . : . .342 . • ♦ . • , . a . a • . • . PLUG END IMTH PRASE A . �I.'° CONSTRUCT#pN. REMOVE PLUG ,338. ♦ �. ♦ WITH PHASE ,$ CONSTPUC'nON .,� , -a, 338 . '+� . . . . . . . . . . . . , . . . • . . . . . . . . . . . . . . . •�• . . . . . . . . . . . . . ♦ `��.� . 334 , . r : :: : : A '� . . . . . . . . . . . . . . . . . . . . . . ♦ ��� �' { . . . . +`y ♦ 334 ..........I.•......•...............................I....... ......... ........ I ........ . ,.................... ..........•................ .................. ........... °`. 330.., .................... I .......•...................... . . . . . . . . . . . ♦ . . . . . . . . . . . . . • . . . . . . . . . . . . . r : • . a . . ♦ . . . • : J . . . . : . ,: . . • . . . 330 9+I16�+0P 61+00 6A+iI 63+01 64+00 6I�0� 66+0/ 67+00 68+00 69+00 1.2-7317 `EWER AND STORM DRAIN PROFILE ^'t% m r fN+i Lu uj Lu r" ui U- L a mo 41 41 DATE 1112912417 PA JCP No. 2709L♦ 0 SHEET 0- E V) cn .C\l OF 7 SHEET'S a w 41 41 DATE 1112912417 PA JCP No. 2709L♦ 0 SHEET 0- E V) cn .C\l OF 7 SHEET'S !QQNSLR Q.Qjlgbl. NQIE5 0 INSTALL PVC LINED SEWER MANHOLE z INSTALL SEWER CLEANOUT INSTALL SEWER 0 INSTALL STORM DRAIN 0 INSTALL STORM DRAIN MANHOLE 0 INSTALL TYPE "A" CATCH -BASIN toW!� z + ::3 RIGHT-OF-WAY EX S— EXISTING SEWER LX SD— 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 FLOWLINE AND A 2.25' MIN. - 7" MAX. OF COVER AT THE PROPERTY LINE ai 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 PACE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER. SNAG'EE DRIVE SEE SHEET 6 1 11 1 /'1 70 z1ol sp� 21,' SpECIF, 30 PLAN RESERV TRACT 7317 lo' 2' ST AT (PHASE 2)BEL TW, TRACT 7317 '�EsowTloN /V ALICIVkENT IIii (PHASE 2) 0. 043-04 & 044-04 EX. 10' ODE SIDEWALK, LANDSCAPE ESMT & PUE PER PARCEL MAP C. WE, EXISTING IRRIGATION MAIN 12232, PM BK. 60, PG 192 (PROTECT IN PLACE) 0 68 W 06 +92 w ivcfv. C. IN + uj UJI Z-:rl S82 -10139"w LLJ cr) 1 1 74+34.61 73 N79*20'45"E 74 y CL INT 75 4 N79#2o'45"E n I I t"14-- �3 ?c cr(n - z z N(p C.3 co CL TRACT 7317 (PHASE 1) EX. 13' WIDE MULTI-LJSE TRAIL,-' LANDSCAPE ESMT & PUE PER PARCEL MAP 12232, PM BK. 60, PG 192 x1ml i6 It" _In—o L11910 wailk 75+41.67 — —S - - — - - — _j- — -_ z 0)'S C'401 m opo a 4 § ) 0- aDp.. (A tcn f* - cc EXISTING IMPROVEMENTS Z 0 <Z uix .qui 11 EXISTING IMPROVEMENTS 0 0 V) EXISTING 51.6:t L.F. 21" PVC SEWER @ 0.08% INSTALL 403.2± L.F.I INSTALL 198.1± L.F. 1 1" 1 INSTALL 390.0± L.F. 21" PVC SEWER 0 0.08%— �l 21" PVC SEWER 0 0.087 1 21" PVC SEWER @ 0.08% Ho <m e- -z 5z 5Z w 0- c*4 c* cr) W) 0) . . . . . . . . . . . + OD 0) 0D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + g(n (A gz cn (p UJI z :3 Q. 354 ......... .................. .......... ......... . . . . . . . :-C:,:4' %wf r APPRC%1MA TF DESION GRADE cj SEWER 0- jOVESEWERAND STORY w DRAIN CL: CL . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . o . . . . . . . . . . . . . .— — — — — — — — — — - --- — — — — — — — — — -- — — — — — — — — — — — — — — --- — — — — `7 — — — — — — — — — --- — — — — — - ---------- xx - — — — — - — — — — --- — — — -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ........ I ................... ........ ...... ............................................................ ....... ......... ........... ........ 350 .................... ... ............ ........ .............. 11 ...... I ...... ......... ........... ...... ... ............... 11 4 346 ..... . ......................... ....... ...... ............. ...... ................................ I ....... ......... I it .................... 346 ....................... .................. ....... I ......... ............. I .......... .................... 342* ...... ........ ....... . . . . . . . . 34 —. . . . . . . . . I . . . . ... . . . . . . . . . . . . . . .. . . . . . .................... ............. ............... I .......... ............... I ................. ........ .......... ....... NOTE: CONTRACTOR SHALL. VERIFY LOCATION. AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE - PRIOR- TO -CONNECIION TO EXISTING STUB. IF . . . . . . . . . . . .................... 3-- 338* ...... .... ... ....... ........ .............. SLOPE FROM MANHOLE 38 POSITIVE SLOPE DOES NOT -EXIST, REPLACE STUB TO MANHOLE. '7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX- 21- StWER EX. 2*" SEWED L 334 --- ----- -----' ................. ........ ............. ...... ....... .................. ............. . ........ ... ...-- .... 334 tK- . . . . . . . . . . . I . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . tK 330.... ....... ......... I ...... . ......... ...... * * ' * - - - 330 69+00 70+00 71+00 7 +00 73+00 74+00 75+00 76+00 SEWER ANIS ;NORM DRAIN PROFILE You - 12 w w W 0 -z z wo 0) LL t uj z Q;E 3gwgvoo clz O)o z zj COL o ©0. d 6 Lu Lu ul awzaO 0Lou U_ x !g o<w CL 6z ck. Lou a uw- W UJ CL o co Lu Lu zomX �j >:3 0 05 6 j<wo ovEligou� 0 z W > cf) 8 wdd O>co lgw u) ui z d z *dM*Iwm (y) W LLJ 1- 40 0 LL U) c!) z CO 045 W q) Ce) Z u w C'4 C> C> 0 N a. *v TRACT 7240 z 0 8w ts uj 17— cr_ � CoIL 0 X. toW!� z + ::3 *.-to lw>� z w 0 t**-cn 0 - Lu HORIZONTAL: 1"=40' It I VERTICAL: 1"=4' EXISTING 51.6:t L.F. 21" PVC SEWER @ 0.08% INSTALL 403.2± L.F.I INSTALL 198.1± L.F. 1 1" 1 INSTALL 390.0± L.F. 21" PVC SEWER 0 0.08%— �l 21" PVC SEWER 0 0.087 1 21" PVC SEWER @ 0.08% Ho <m e- -z 5z 5Z w 0- c*4 c* cr) W) 0) . . . . . . . . . . . + OD 0) 0D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + g(n (A gz cn (p UJI z :3 Q. 354 ......... .................. .......... ......... . . . . . . . :-C:,:4' %wf r APPRC%1MA TF DESION GRADE cj SEWER 0- jOVESEWERAND STORY w DRAIN CL: CL . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . o . . . . . . . . . . . . . .— — — — — — — — — — - --- — — — — — — — — — -- — — — — — — — — — — — — — — --- — — — — `7 — — — — — — — — — --- — — — — — - ---------- xx - — — — — - — — — — --- — — — -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ........ I ................... ........ ...... ............................................................ ....... ......... ........... ........ 350 .................... ... ............ ........ .............. 11 ...... I ...... ......... ........... ...... ... ............... 11 4 346 ..... . ......................... ....... ...... ............. ...... ................................ I ....... ......... I it .................... 346 ....................... .................. ....... I ......... ............. I .......... .................... 342* ...... ........ ....... . . . . . . . . 34 —. . . . . . . . . I . . . . ... . . . . . . . . . . . . . . .. . . . . . .................... ............. ............... I .......... ............... I ................. ........ .......... ....... NOTE: CONTRACTOR SHALL. VERIFY LOCATION. AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE - PRIOR- TO -CONNECIION TO EXISTING STUB. IF . . . . . . . . . . . .................... 3-- 338* ...... .... ... ....... ........ .............. SLOPE FROM MANHOLE 38 POSITIVE SLOPE DOES NOT -EXIST, REPLACE STUB TO MANHOLE. '7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX- 21- StWER EX. 2*" SEWED L 334 --- ----- -----' ................. ........ ............. ...... ....... .................. ............. . ........ ... ...-- .... 334 tK- . . . . . . . . . . . I . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . tK 330.... ....... ......... I ...... . ......... ...... * * ' * - - - 330 69+00 70+00 71+00 7 +00 73+00 74+00 75+00 76+00 SEWER ANIS ;NORM DRAIN PROFILE You - 12 w w W 0 -z z wo 0) LL t uj z Q;E 3gwgvoo clz O)o z zj COL o ©0. d 6 Lu Lu ul awzaO 0Lou U_ x !g o<w CL 6z ck. Lou a uw- W UJ CL o co Lu Lu zomX �j >:3 0 05 6 j<wo ovEligou� 0 z W > cf) 8 wdd O>co lgw u) ui z d z *dM*Iwm (y) W LLJ 1- 40 0 LL U) c!) z CO 045 W q) Ce) Z u w C'4 C> C> 0 N a. *v •7 W z 0 uj 17— cr_ � CoIL W uj X. z w 0 z w U. Lu UL It I •7 W z 0 J ­ DATE 11/29/2017 c PA JOB No. 2709L 0 SHEET L_ Q_ E 1.2-7317 I OF 7 SHEETS B. RECORDS NCO. t !QQNST.RQ. CTI QN NQIE-.S f 0 INSTALL PVC LINED SEWER MANHOLE Q INSTALL SEWER CLEANOUT INSTALL SEWER we caarz INSTALL STORM DRAIN C3 INSTALL STORM DRAIN MANHOLE ............... .. ........ ... ........... INSTALL TYPE "A" CATCH—BASIN 00 09 RIGHT—OF—WAY w EX S EXISTING SEWER EX SD— EXISTING STORM DRAIN .z Z/ 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. aj 90' WIDE STREET RIGHT—OF—WAY DEDICATION (STOCKDALE RANCH DRIVE) TO THE CITY OF BAKERSFIELD PER PARCEL MAP 120621 RECORDED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER. STOCKDALE RANCH DRIVE SEE SHEET 4 to wki 12 6 6_1 ............... ........ .. ...... f APPROZ%IA Tf- 4f_SIGIV GRA �INSTALL 90,8± L.F. .A80W 90 8" PVC SEWER 0 0.25% HORIZONTAL: 10=40' 110, 11, 342 34 we caarz 8f 15 6 68 C3 346 z ............... .. ........ ... ........... 342 2 00 09 ko ui 00) w Z + -T- FUTURE EXTENSION - ............. 338. z I ....... ............. cn U- w z .... .... % 1 4 334 350 ............. Z CL FUTURE EXTENSION NO4'4Z'19'W ....... ........ ...... x < LLI 10+00.00 ...... ...... < LIJ C-4 i iU- 330 11+00 10+00 FUTURE . EXTENSION- 338 J ............... ............................. 330 .................♦ 334....... 330 334 0+00 19+00 SEWER MAIN PROFILE 330 ............ ................. 1-330 30+00 Z 1=6 PROFILE Z 0 x Lu OD UJI .1., w co,6 00 p '!� 8 0+ 8 ow ui + m C-3 v-tn U. 4m CL to wki 12 6 6_1 54 ...... ............... ........ .. ...... f APPROZ%IA Tf- 4f_SIGIV GRA �INSTALL 90,8± L.F. .A80W 9A ..... .... . ........... 8" PVC SEWER 0 0.25% HORIZONTAL: 10=40' A80 VE VERTICAL: 1"=4' we caarz 8f ............ 346 ........ C3 346 z ............... .. ........ ... ........... 342 2 00 09 ko ui 00) w ........................ . . . . + -T- FUTURE EXTENSION - ............. 338. . .............. ........ I ....... ............. cn U- w z .... .... % 1 4 334 350 ............. ....... FUTURE EXTENSION ............. 346 ....... ........ ...... ......... . ..........345 342,..........• 54 ...... ............... ........ .. ...... 354 APPROZ%IA Tf- 4f_SIGIV GRA .......... .A80W 9A ..... .... . ........... GRADE 0110 a-18 w . C, A80 VE 35o ............... ........... 350 ............ 346 ........ .......... ............ ....... 346 342...... ............... .. ........ ... ........... 342 ......................... 338* . ...... 338 NOTE: PLUG END FOR ........................ . . . . . . . . . . . . . . FUTURE EXTENSION - ............. 338. . .............. ........ I ....... ............. . . . . . . . . . . . 334*o .1. .... .... % 1 4 334 350 ............. ....... FUTURE EXTENSION ............. 346 ....... ........ ...... ......... . ..........345 342,..........• ...... ...... ............... 330 - - 330 11+00 10+00 FUTURE . EXTENSION- 338 SEWER- MAIN PROFILE ............... STOCKDALE RANCH DRIVE SEE SHEET 4 z _j Z CL W Lo X uj < ell CL Lj :�I�HICHESTER �INSTALL 79.3± L.F. _8" PVC SEWER 0 0.25%� HORIZONTAL- 1" =40) * S2. F5 VERTICAL: 1 "=4' as uj US X z < %woo c w O)ui + zU- c,.i ........... 354 .............. ........................ .................... A .......... ...... APPROXIMA DESION GRADE 0110 a-18 w . C, A80 VE 350 .............. I 1H * ...... 350 4 1 .... .......... ............. x Li 346 ............. I ..................... 345 342 * . . . . ........................ . . . . . . . . . . . . . . . . . . 34-2 ............. 338. . .............. ........ I ....... ............. '338 ............. NOTE: PLUG 6b FOR 350 ............. ....... FUTURE EXTENSION ............. 346 ....... ........ ...... ......... . ..........345 342,..........• ...... ............... ............. * 334 .. ........ NOTE: PLUG END FOR A FUTURE . EXTENSION- 338 ........... I ....... ............... ............................. 330 .................♦ 334....... 330 334 0+00 19+00 SEWER MAIN PROFILE 330 STOCKD�EE�RANCH RIVE z 0 'u— woo F- X C411D w R 0 us - I 34' INSTALL 89.8± L.r �_8" PVC SEWER 0 0.2*5%� HORIZONTAL- 1'$-401 cr.Q VERTICAL: 1"=4' '8ca z ---oo w C04 co'q 40*0 00+ + o ++ U. w z 71 d 1; c. ......... ........... 354....... ........ ........ 354 A PPROXIMA T4- DESIGN GRA A80VE MAIN :. , : , �� ..: , 350: ............ 350 ................. .. ...... 345....... .......... 345 ....... ... ............. ......... 342 ...... . ......... ........... 342 .......... .. ........... 338....... 338 NOTE: PLUG END FOR FUTURE EXTENSION now 334* ........ ....... ........... ....... 330 330 11+00 10+00 SEWER MAIN PROFILE STOCKDALE RANCH DRIVE SEE SHEET 3 i it CL 110, z U - 1 56 0110 a-18 w . C, Lo WH + + z 1H CL w 4 1 z CL C14 Nil x Li I 0 1 Hi 0. ir ............. 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TEMP SUMP EASEMENT PEI, B{ ` \ PARCEL MAP 12232 �6. 0, PM BK 60, PG 192 +rf-� '0' �, AVIlly j 01 70s • ,d ulb ` ` f PROPOSED CITE' OF BAKERSFIELD N,1A]0 TANK SITE (TQ BE DEDICATED BY SEPARATE INSTRUMENT) X. 10' WIDE SIDEWALK, LANDSCAPE ESMT & PUE PER PARCEL MAP 12232, PM BK. 60, PG 192 s SCALE. 1 tt=30' ST RW V m 10 -LANDSCAPE t EASEMENT** 6.6 12' MIN. ACCESS ROAD s 2 1 TYPICAL CROSS SECTION IZT NOT TO SCALE w c g 12' MIN j f{ t NAT. GRD. TYPICAL CROSS SECTION N07 T6 SCALE CONSTRUCTION NOTES (THIS SHEET ONLY) CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DWG. D-10. CONSTRUCT 6' HIGH (TEMPORARY) GHAIN,LINK FENCE (NO CURBING OR SLATS) PER C.Q.B. STD. DIG. D -w-11, D--12 AND D-13. TEMPORARY FENCE TO BE REPLACED AT TIME OF DEVELOPMENT OF ADJACENT PHASE OF TRACT 7317. CONSTRUCT 14' WIDE DOUBLE GATE PER C.O.B. STD, DWG. D--13. INSTALL 050 8" RIP -RAP SUMP. 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