Loading...
HomeMy WebLinkAbout5.2-12166 Ph 1RENIEWED BY.- /ZoIr ASSISTANT PUBLIC WORKS DIRECTOR, CIN OF BAKERSFIELD DATE APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS C. FIDLER, R.C.E. 61069 t5tI1qt_,1MIVI/AKr\ u u: TOP OF CONCRETE MO UMENTIN A LAMPHOLE AT THE 50UTHEAST COR ER OF SECTION 13-30/26, BEING ABOUT 50—FEET SOUTH OF THE RAI ROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 ISH IJ Vr tS HK�IiJ: THE BEARING OF N 00 745" E ALONG THE CENTERLINE OF BUENA VIS ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN B00 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN _ COU N RECORDER WA $ TAKEN AS THE BASIS OF BEARINGS SHOWN HER ON. 'VICINITY MAP NO SCALE l i I I I I LNI I 10i t_._ o,• .. 0M STOgCDALI Z0 I- ot�di W��}Q- r' Lj sC %L uWiwmWrou�..i.M�F �..,-w Lu P.-Q�{Z ti_z4Z zuQ�dwOOO tYi :ri CA to w�z4zH ix com o m to ,-finCD �t�h WHITE LANE ww7r tu 0: ow�w ow w _ %' `-Q1 N a � � TR -4W1 z MUIRLANDS A 9 A kf TR --61f66 5.. a � M DRIVE a TR -5135 PROJECT rs.� a SITE iR w5i z -N- HOLTHOU WEST MING SPECIFIC PAN AREA 'VICINITY MAP NO SCALE Parcel Map, 1 2166 PHASE 1 BAKERSFIELD, CALIFORNIA MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER 8" SEWER MAIN 6" SEWER MAIN SEWER MANHOLES ADJUST MANHOLES TO FINISH GRADE TIE-IN STORM DRAIN 30" RCP STORM DRAIN 24" RCP STORM DRAIN 18" RCP STORM DRAIN TYPE "A" CATCH BASINS JUNCTION BOX STORM DRAIN MANHOLE ADJUST MANHOLES TO FINISH GRADE TIE-IN _SHEET No. INDEXX CD TITLE SHEET CD GENERAL NOTES Q TRADE CENTER DRIVE VENTURE WAY 190 LF 372 LF 3 EA 4 EA 2 EA 194 LF 169 LF 328 LF 2 EA 3 LF 1 EA 5 EA 2 EA DIAL TOIL FREE 11MM-20 AT LEAST 7M DAYS BEFORE YOU OIG co o U. corw3 a0�s+-wz awo _U.�on>."' W�eoV t3jco� Co w 06ffleZwo "Z -wam0sw �Ce_jr©=V1--8w wiel3<MP 20 r(LZpo- W<wz8oN C)=�w�ttw,)aQw F- R 2 U %wLu 3- ¢UU Gam. a���aw►,u CoujQ00 g�S2>�E. ge 0, a ,< m Mho 90M N.Q 4 E {L AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC q o jr m z WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET zti Z � ©-' z � RIGHT OF WAY. UNLESS SECURED • BY A SUBDIVISION AGREEMENT, SECURITY BASED ON '•`' a Z viz :' w AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY o w V) w © � = W y - AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. w g Q w ir in In v g ww z jo LEGEND >-dZ= ��t j4i CD SHEET INDEX NUMBER z woo 4 z w w o t- t1:WUjZa—(n ps SS#12 SEWER MANHOLE W/NUMBER w o v wz Q o zo ¢ w ® JB#12 STORM DRAIN JUNCTION BOX W/NUMBER Ir z m w Li Q.YQO©MOWS a SD# 12 STORM DRAIN MANHOLE W/NUMBER W >.. z w 3 o z tnm �,C6#12 CATCH BASIN W/NUMBER < W W o a w~ ©o w PROPOSED SEWER MAIN ��,, cn © © -i o n w m \ PROPOSED STORM DRAIN {•n © m (n o F_ © P°=..t o S EXISTING SEWER MAIN o w Y .3 < 5 z: Z \ SD EXISTING STORM DRAIN w ©m z ©� Z � a 1 TMH- TOP OF MANHOLE ELEVATION N~ o z z Q_� J_ (\ INV.- PIPE INVERT ELEVATION W Z Q a¢ m (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) 1'1"f ¢ 0:>- o iR Z - - - - - P.V.C.- POLYVINYL CHLORIDE z Z O P 0 0 - -09 Jo 0_2n;5w APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY © o U) U 0 ALL LENGTHS PRIOR TO BIDDING THIS PROJECT (5o -J.4- Q us w w w I 1 ` w :255 .Ifacr� R.C.P.- REINFORCED CONCRETE PIPE I,•LI >- o c iE o� v w V R.G.J.- RUBBER GASKET_ JOINT ----_--_---J I /\� CB- CATCH --BASIN PARCEL MAP 12166 A,PHASE 1 PM 12166 I / Xe Z I / PARCEL 1 / 8#1 / / S -----_ _--- - / SD# NTU// PARCEL 2 c6#� ss#1 �'�Y JB#2 // PARCEL 3 J8#1 u /.J8#3 3 /ss#2 ------------/ / SS#3 PARCEL 4 3 PM 11960 1 / ►- III / z w -- -- BOLNOUS � DRIVB - I I PM 12135 z o PM 11959 Q I PM 12061 KEY MAP -"- SCALE: 1'=200' Lu tio M U Co -o(o 06 N U - (1) l. x Ix Im N W N ccti 2 N 0 0 C1t 2 ch W r. r N Co Q 0 04 A- A ul n CL W �. tY w 0 ,� s w LLIw 0. a . a c�i a. o Cn o 't w a n _> J Z < U) Q `S W W VJ o(o CD f W VISTA RIDGE I RIVE Cn.r s= CN Z I w QI Q W o 41 vJ i Q 14- t w I vii N to 4 o 0 a� I W 0 I 1 Q po r- > DATE 10/27/2015 PA JOB No. 2642T7 SHEET I 0 G pa t N COB RECORDS No. OF 3 SHEETS � V QF 00 �� Lu Z0 I- ot�di W��}Q- r' S 1; r 4 R) k I I J F) J�zuoiw�� uWiwmWrou�..i.M�F �..,-w Lu P.-Q�{Z ti_z4Z zuQ�dwOOO tYi :ri CA to w�z4zH ix com o m to ,-finCD �t�h 1- W z ww7r tu 0: ow�w ow w _ %' `-Q1 N Parcel Map, 1 2166 PHASE 1 BAKERSFIELD, CALIFORNIA MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER 8" SEWER MAIN 6" SEWER MAIN SEWER MANHOLES ADJUST MANHOLES TO FINISH GRADE TIE-IN STORM DRAIN 30" RCP STORM DRAIN 24" RCP STORM DRAIN 18" RCP STORM DRAIN TYPE "A" CATCH BASINS JUNCTION BOX STORM DRAIN MANHOLE ADJUST MANHOLES TO FINISH GRADE TIE-IN _SHEET No. INDEXX CD TITLE SHEET CD GENERAL NOTES Q TRADE CENTER DRIVE VENTURE WAY 190 LF 372 LF 3 EA 4 EA 2 EA 194 LF 169 LF 328 LF 2 EA 3 LF 1 EA 5 EA 2 EA DIAL TOIL FREE 11MM-20 AT LEAST 7M DAYS BEFORE YOU OIG co o U. corw3 a0�s+-wz awo _U.�on>."' W�eoV t3jco� Co w 06ffleZwo "Z -wam0sw �Ce_jr©=V1--8w wiel3<MP 20 r(LZpo- W<wz8oN C)=�w�ttw,)aQw F- R 2 U %wLu 3- ¢UU Gam. a���aw►,u CoujQ00 g�S2>�E. ge 0, a ,< m Mho 90M N.Q 4 E {L AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC q o jr m z WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET zti Z � ©-' z � RIGHT OF WAY. UNLESS SECURED • BY A SUBDIVISION AGREEMENT, SECURITY BASED ON '•`' a Z viz :' w AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY o w V) w © � = W y - AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. w g Q w ir in In v g ww z jo LEGEND >-dZ= ��t j4i CD SHEET INDEX NUMBER z woo 4 z w w o t- t1:WUjZa—(n ps SS#12 SEWER MANHOLE W/NUMBER w o v wz Q o zo ¢ w ® JB#12 STORM DRAIN JUNCTION BOX W/NUMBER Ir z m w Li Q.YQO©MOWS a SD# 12 STORM DRAIN MANHOLE W/NUMBER W >.. z w 3 o z tnm �,C6#12 CATCH BASIN W/NUMBER < W W o a w~ ©o w PROPOSED SEWER MAIN ��,, cn © © -i o n w m \ PROPOSED STORM DRAIN {•n © m (n o F_ © P°=..t o S EXISTING SEWER MAIN o w Y .3 < 5 z: Z \ SD EXISTING STORM DRAIN w ©m z ©� Z � a 1 TMH- TOP OF MANHOLE ELEVATION N~ o z z Q_� J_ (\ INV.- PIPE INVERT ELEVATION W Z Q a¢ m (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) 1'1"f ¢ 0:>- o iR Z - - - - - P.V.C.- POLYVINYL CHLORIDE z Z O P 0 0 - -09 Jo 0_2n;5w APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY © o U) U 0 ALL LENGTHS PRIOR TO BIDDING THIS PROJECT (5o -J.4- Q us w w w I 1 ` w :255 .Ifacr� R.C.P.- REINFORCED CONCRETE PIPE I,•LI >- o c iE o� v w V R.G.J.- RUBBER GASKET_ JOINT ----_--_---J I /\� CB- CATCH --BASIN PARCEL MAP 12166 A,PHASE 1 PM 12166 I / Xe Z I / PARCEL 1 / 8#1 / / S -----_ _--- - / SD# NTU// PARCEL 2 c6#� ss#1 �'�Y JB#2 // PARCEL 3 J8#1 u /.J8#3 3 /ss#2 ------------/ / SS#3 PARCEL 4 3 PM 11960 1 / ►- III / z w -- -- BOLNOUS � DRIVB - I I PM 12135 z o PM 11959 Q I PM 12061 KEY MAP -"- SCALE: 1'=200' Lu tio M U Co -o(o 06 N U - (1) l. x Ix Im N W N ccti 2 N 0 0 C1t 2 ch W r. r N Co Q 0 04 A- A ul n CL W �. tY w 0 ,� s w LLIw 0. a . a c�i a. o Cn o 't w a n _> J Z < U) Q `S W W VJ o(o CD f W VISTA RIDGE I RIVE Cn.r s= CN Z I w QI Q W o 41 vJ i Q 14- t w I vii N to 4 o 0 a� I W 0 I 1 Q po r- > DATE 10/27/2015 PA JOB No. 2642T7 SHEET I 0 G pa t N COB RECORDS No. OF 3 SHEETS 1. ALL ONSTRUCTION SHALL ONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF OTHER BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO. ONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF THE EDOCUMENTS SHALL B1E MADE A PART HEREOF. 12. THE ONTRACTOR AGREES T AT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR OR CLASS OF PIPE. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF --WAY OR CITY EASEMENTS SHALL BE IN ION, SEDIMENTATION & ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, IMPLEMENTATION AND DEPf TMENT OF TRANSPOR ATION STANDARD SPECIFICATIONS DATED 2010. THESE SHALL APPLY STAARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND AND THAT THE CONTRACTOR THEONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THEONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF THE PERFORMANCE OF CONSTRUCTION. AN OPEN S7 REET PERMIT SHALL BE OBTAINED FROM THE CITY OF THE BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET APPROVED BY THE CITY OF BAKERSFIELD. RIGHT-OF-WAY. UNLESS SE�URED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN C. INSTALLATION: APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET CONTRACTOR IS IN DOUBT RIGH'--OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR SPECIFICATIONS PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO— CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE HIS BID PRICE FOR THE PROJECT. SECTON MAY BE NOTIFIED T (661) 326-3049. 5. THE ONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT & ASSOCIATES, INC WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS NOTED ON PLANS. ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & NORMAL ASSOCIATES, INC. MUST BE OTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND REST CONDITIONS SHOWN BY THEE DRAWINGS. 6. EXISTING ND UTILITY AUNDE GROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR PROJECT. OMIS IONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND 7. DEPli OF ALL UTILITIES PRI DR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S. ,%.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO 8. ANY CONSTRUCTION OR EXC VATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CON RACTOR'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 10. 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 ORK WHICH IS DEFECT VE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQL IREMENTS 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 SUCF CORRECTION. 11. IN TF E EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER DESIGN MANUAL OR ONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ALL ENGI EER IN RESPONSIBLECHARGE. 12. THE ONTRACTOR AGREES T AT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR OR CLASS OF PIPE. JOB ITE CONDITIONS DURIN THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING PIPE INSTALLATION: ERO ION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION A. MATERIALS: PIPE PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS D3034 AND SDR 35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING ® HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND D-11 THE NGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. APPROVED BY THE CITY OF BAKERSFIELD. CHAIN LINK GATES ❑ C. INSTALLATION: 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF .THE DRAWINGS AND it EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO— ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE FILING HIS BID PRICE FOR THE PROJECT. ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT--OF-WAY LINE. g 14. PORTER & ASSOCIATES, INC WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED JUNCTION BOX CHA GES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE NOTED ON PLANS. APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MAR ING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL AND SHALL B'E REST KING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF SHALL BE USED FOR THIS PROJECT. PLASTIC 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD D-6 SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL IPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF a THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: SW -4 MANHOLE, TYPE "A" ❑ A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS ® SW -5 D3034 AND SDR 35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE ❑ D---10 FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL ® SW --6 BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ❑ D-11 ARE NOT PERMITTED. ❑ SW -7 B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN 0 D--12 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS SW -8 INDUSTRIAL SAND TRAP TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. CHAIN LINK GATES ❑ C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. Z D-14 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 CATCH BASIN, TYPE "A-1" 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 JUNCTION BOX C.O.B. STD. SW -1, UNLESSTHERWISE NOTED ON PLANS. 6. WYE FITTINGS SHALL BE IN ECTION MOLDED IN-LINE AND SHALL BE USED FOR ALL LATERAL D--3 CONNECTIONS AND SHALL B'E ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45`. ABOVE DRAINAGE WELL, TYPE "B" THE HORIZONTAL PLANE RU NTNG THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ® ONL SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD D-5 PLASTIC PLUG (SOLVENT W LDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAME ER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE ONSTRUCTED. 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 EDIT ON. 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 SUB IVISiON 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. COB SEINER SPEQIFjQATjQija5 (.CO„N# 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 3607, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. We 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 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. COB TRENCHING ,NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 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. NOTE TO CONTRA, QIQR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 1. 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) CITY STD. No. DESCRIPTION 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 a 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 --6 6" CLEAN OUT ❑ D-11 DRAINAGE BASIN ❑ SW -7 HOUSE CONNECTION WITH VCP SADDLE 0 D--12 CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP ❑ D-13 - CHAIN LINK GATES ❑ SW -10 SAND TRAP Z D-14 CATCH BASIN, TYPE "A", ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D-15 CATCH BASIN, TYPE "A-1" ❑ SW -12 SEWER LIFT STATION VALVE BOX ® D-16 GUTTER DEPRESSIONS ❑ D-1 INTENSITY VS. DURATION CURVES Z D-17 JUNCTION BOX ❑ 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 & COMPACTION ❑ D-5 RIGHT OF WAY FOR NATURAL CHANNELS ® ST -6 DATED 1/11/99 STANDARD PAVEMENT PATCHES ® SW -7 REV CONNECTION TO EXISTING SEWER PIPE (10/22/13) u w ++- lL jHtco WiNwww-wmigaul1to pBa a. W cn 6w 0 cc �wc>y�c7 Wza Lu CL CL 0 N 4vaiQ0 9 ww o � w w� uQiF��zma�o°W° ra+}z0Lsvi'U z> �(LvCL �+nztxa aw00 O 4 0 a O Z 0 u,,,N-z►u¢ Iti {�.��zow w zz�- Hs Q�Vuj Cl �c�jEUS2s jWEM O atazl r_ ¢ Edi w'zo:g om,mpUa�?zm iEX5 S,d-1J-JP eHl i U 0) 0 C7 Lu z 'r -,o F'.. a Q W > cc U� W 0 DATIE 10/27/2015 PA JOB No. 2642T7 SHEET 2 OF 3 SHEETS' Z r� w m C,4 � ul w W z m o 0 05 h LuuLjr.. UJ UJ M Z r N to w o co 0 0 LLI CL � z J� aW zU) �a o= o� U) o C\j z4r� w CL w U) z 0 40 7 ui W (Y n W DATIE 10/27/2015 PA JOB No. 2642T7 SHEET 2 OF 3 SHEETS' w W z a zJm Z w w LLI � � LL o z J� aW zU) �a o= o� U) o C\j z4r� w CL w U) z 0 40 7 W (Y DATIE 10/27/2015 PA JOB No. 2642T7 SHEET 2 OF 3 SHEETS' INSTALL SEWER MANHOLE ...........352 INSTALL SEWER CLEANOUT _ Q INSTALL SEWER INSTALL STORM DRAIIs ...........348 INSTALL STORM DRAT MANHOLE INSTALL STORM DRAIN JUNCTION BOX INSTALL TYPE "A" CATCH --BASIN RIGHT--OF-WAY tSEE NOTE "A" . . � EXISTING SEWER ILm EXISTING STORM DRAT n EXISTING EDGE OF PAVEMENT STORM DRAIN STATION SANITARY SEWER STATION . . . . _ . . . . . . IPORARY TURNAROUND E, CITY OF BAKERSFIELD F 5142037 O.R. NOTE "A": VERIFY FIELD, PRIOR TO ( THERE ARE ANY C ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" 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. - 9' MAX. OF COVER AT THE PROPERTY LINE. IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. AND NOTIFY ENGINEER IF INSTALL 166.6± L.F. 18' CL -3 RCP w/RGJ' STORM DRAIN 0 0.1'% t1' 3 to to t0 to NN NN NN (h 352.......... ............. N................ ..........Ilk A . . . . . . . . . . . . . . . . . . . . . . . . 99`� 348'...:...:. .. ............. ....................... 344:...:. ................. .......... 18" INV N--S-E=' 18" INV N--S-SN- 340.......... . . . . . . . . . . . . . . . . . . . . . . . . . , 2: . . . .. . _ . . . . . 3. . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . A 336........... .................................. 332:-..:..•'- .: ... :...:............... ......... ..............�": 24+00 25+00 26+00 18" INV S=J 342.22 CONSTRUCT 17,7± LF. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.56% PHASE 1 INSTALL 128.4± L.F. 24" CL -3 RCP w/RGJ STORM DRAIN 0 0.11% CONSTRUCT 27.7± L.F. \18" INV N= 342.23 1$" CL --3 RCP w/RGJ STORM DRAIN 0 0.40% IN FAVOR OF THE CITY OF BAKERSFIELD SHALL BE DEDICATED ON FINAL MAP. INSTALL 104.1± L.F. 30' CL -3 RCP w/RGJ STORM DRAIN 0 0.11% 27+00 28+00 SEWER -STORM DRAIN PROFILE HORIZONTAL: 1"=40' VERTICAL: 1"=4' INSTALL 88.9± L.F. 30" EX 70.3± L.F. 30" CL -3 RCP w/RGJ CL -3 RCP w/RGJ STORM DRAIN 0 0.11% STORM DRAIN 0 0.11 m 'A .......... .......... . ...........352 N O _ Q W ................ ............ ...........348 to re) ' . _ . . . . . . . . . 9 it :344 tA- U- r 5 tSEE NOTE "A" . . � . . . . _ . . . . . m ILm EX. 24". INV NE=• . 3'4'0 i340.75 0 n Ca? CONSTRUCT 27.7± L.F. \18" INV N= 342.23 1$" CL --3 RCP w/RGJ STORM DRAIN 0 0.40% IN FAVOR OF THE CITY OF BAKERSFIELD SHALL BE DEDICATED ON FINAL MAP. INSTALL 104.1± L.F. 30' CL -3 RCP w/RGJ STORM DRAIN 0 0.11% 27+00 28+00 SEWER -STORM DRAIN PROFILE HORIZONTAL: 1"=40' VERTICAL: 1"=4' INSTALL 88.9± L.F. 30" EX 70.3± L.F. 30" CL -3 RCP w/RGJ CL -3 RCP w/RGJ STORM DRAIN 0 0.11% STORM DRAIN 0 0.11 m 'A .......... .......... . ...........352 '7 a _ Q W ................ ............ ...........348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . _ . . . . . . . . . 30" INU •W -SE = .. .. . . . . . . . . . . . . . . . :� :344 • 340.68 , -s_..--_----.....r �..�.... r . . . . . . . . . . .. . . tSEE NOTE "A" . . � . . . . _ . . . . . EX- 30" INV=' \ - - EX 30" 1NV 'S�-NW=' EX. 24". INV NE=• . 3'4'0 i340.75 340.58 340.50 i Cn tY . . . . _ . . . . . . 8" INV W -SE= 1 1 33 5.68 . : :.......... -- SEE MOTE "A' ----_---�______� � ; :...:...:336 �X 8" INV= -_--_--______ (335.38) EX 8" INV: NW= y `" r EX_ 8' INV -S S= . �335a 4 ' ' ('335:09 - INSTALL 84.4± L.F. EX '67.7± L.F. a; PVC: SEWER A Q-353 _ 1. F. PVQ • m 0 Q•35%, . . . . . . . . . _ . : 332 29+00 30+00 31+00 d' (—CONSTRUCT 35± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.40% 7 SIO—RM DRAINT N .� N.T.S. 24" INV NE - (340.80) w 2 t� LL oa.tO ui00 wzv�~ wQ `�•'� tgww wI'm am o z- a"az��u:z z u- wu03 iir J nvt'�a za �.7 0 dzaE!R!_:-�f=..o �0Q� 111- VJw wN m 0 00Qa�1©boa rp =4 aPOO cucl cca 'ztt��2¢�y6isVw ��pWu0.jW0U1Jr��d +SIE T.w>U� aw8 ubl xu- 0z llUI�W�U4���}}!!-• zao�ucQ.�o��`T4 �wOowdw�t'' >wmpi zw Ow F- F U a � �ZNNRc rpt Y , LEFT PARCEL 3 V z a _ Q W C/)o � 'c uj r- x O } � M > Uv- �' z 0 � °' w z w u_ Cn tY W z o w a�0)i u_ 0 UJ t19 N "' W 00 O `� 0 CL 1NEER to cn a , Q _> tV O V V p o�d��s�J3�t * SSP � 385 z ._ +� (D CONNECT TO EXISTING 6" PVC SEWER LATERAL AND < \ LL INSTALL 57 LF* 6" PVC SEWER LATERAL 4 2.00% a CONNECT TO EXISTING 24" CL -3 RCP LATERAL AND INSTALL 40 LF* 24" CL -3 RCP LATERAL ® 0.11% ry 1$" INV- 340 tSTRUCCY-404- L .F. " CL -3 RCP w/RGJ TORM DRAIN 0 0.w z ..om U) z tW HORIZONTAL: 1"=40' 0 �► 1 0 E '0 CD Q w V/ C\j < z 3:3 N" < N O WWr' LJW J It O a a wQ UIQ ni 04 d- N C a LL 0 0 E 0 V) ' L 55 � N o DATE 10/27/2015 PA JOB No. 2642T7 c SHEET 0 L 3. N cv OF 3 SHEETS a ' W x O w w� W CL z m z w w W LU W w u_ a a 1NEER to cn a , Q _> tV O V V p o�d��s�J3�t * SSP � 385 z ._ +� (D CONNECT TO EXISTING 6" PVC SEWER LATERAL AND < \ LL INSTALL 57 LF* 6" PVC SEWER LATERAL 4 2.00% a CONNECT TO EXISTING 24" CL -3 RCP LATERAL AND INSTALL 40 LF* 24" CL -3 RCP LATERAL ® 0.11% ry 1$" INV- 340 tSTRUCCY-404- L .F. " CL -3 RCP w/RGJ TORM DRAIN 0 0.w z ..om U) z tW HORIZONTAL: 1"=40' 0 �► 1 0 E '0 CD Q w V/ C\j < z 3:3 N" < N O WWr' LJW J It O a a wQ UIQ ni 04 d- N C a LL 0 0 E 0 V) ' L 55 � N o DATE 10/27/2015 PA JOB No. 2642T7 c SHEET 0 L 3. N cv OF 3 SHEETS