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HomeMy WebLinkAbout1.2-7317 PH 6 & 70 0 REVIEWED BY* ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD STUART J. PATTESON RCE 44898 &MAW 12 2 1 N -elm "I mon, ft - PUBLIC VORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER C • i.• m PF HASES 6 & 7 LEGEND TMH- TOP OF MANHOLE ELEVATION TCO- TOP OF CLEANOUT ELEVATION INV.- PIPE INVERT ELEVATION (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) P.V.C.- POLYVINYL CHLORIDE t = 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 BENCHMARK USED: PHASE 6 TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF SHEET No. INDEX CHICHESTER COURT AND STOCKDALE RANCH DRIVE. O TITLE SHEET ELEVATION _ — 348.92 (CITY DATUM) PER TRACT 7317-1 2 O GENERAL NOTES z Q 6" SEWER MAIN STANDARD DETAILS BASIS OF BEARINGS: O ALTON COURT THE BEARING OF NORTH 89007'16" WEST FOR THE SOUTH LINE OF PARCEL 6 PER ------ WATERFORD STREET PARCEL MAP 12232 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE ® BROOKLINE LANE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS 3,262 39+50 — 50+00 SHOWN UPON THIS MAP. O BROOKLINE LANE 6 EA 29+00 — 39+50 EA © BROOKLINE LANE LEGAL DESCRIPTION: 0 23+02 — 29+00 PARCELS 5 AND 6 OF PARCEL MAP 12232 AS PER MAP RECORDED OCTOBER 3, 2017 07 VERGENNES COURT IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF THE KERN COUNTY EA WINOOSKI COURT RECORDER, ALSO BEING A DIVISION OF A PORTION OF THE WEST HALF OF SECTION 3, TRACT EA TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE ® CANTERBURY COURT CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. CD GILSUM COURT VICINITY MAP NO SCALE MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER PHASE 6 PHASE 7 TOTAL ww o D O' w (f)�D w' w LF _rlo 0 LF ' z Q 6" SEWER MAIN STOCKDALE W Q = I HIGHWAY ' ------------ ------ ------ ---1--------- --�- -, ---- LF 3,262 LF SEWER MANHOLES (STANDARD) 6 EA 6 EA 12 EA SEWER MANHOLES (DROP) 3 EA 0 EA 3 EA SEWER CLEANOUT 3 EA 3 EA TRACT EA SEWER CLEANOUT (TEMPORARY) 2 EA ' 7317-4 TRACT EA TIE-IN(S) 2 EA � i 240 � 4 EA STORM DRAIN � TRACT 7317-2 -------------� ,�TRACT 2,384 LF 0 LF 2,384 LF S 7317-5 T OCkO��F ' LF 72 LF 129 LF TYPE "A" CATCH BASINS 3 EA 2 EA RANCH OR�VE �- STORM DRAIN MANHOLE 9 EA 0 EA �_ EA OUTLET STRUCTURE 1 EA 0 EA 1 EA TRACT /- TRACT TRACT 7240 TRACT 7317-3 7317-1 I _ _ -- TRACT 7317-6 --------- _ _ 7317-7 KERN COUNTY WATER AGENCY VICINITY MAP NO SCALE MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER PHASE 6 PHASE 7 TOTAL 8" SEWER MAIN 2,073 LF 1,526 LF 3,599 LF 6" SEWER MAIN 743 LF 391 LF 1,134 LF 4" SEWER MAIN (LATERALS) 1,807 LF 1,455 LF 3,262 LF SEWER MANHOLES (STANDARD) 6 EA 6 EA 12 EA SEWER MANHOLES (DROP) 3 EA 0 EA 3 EA SEWER CLEANOUT 3 EA 3 EA 6 EA SEWER CLEANOUT (TEMPORARY) 2 EA 0 EA 2 EA TIE-IN(S) 2 EA 2 EA 4 EA STORM DRAIN � W 30" R.C.P. STORM DRAIN 2,384 LF 0 LF 2,384 LF 18" R.C.P. STORM DRAIN 57 LF 72 LF 129 LF TYPE "A" CATCH BASINS 3 EA 2 EA 5 EA STORM DRAIN MANHOLE 9 EA 0 EA 9 EA OUTLET STRUCTURE 1 EA 0 EA 1 EA OPEN STREET PERMIT NOTE 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 INSPECTION NOTE NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1-800-227-2600 (S l t) AT LEAST TWO DAYS BEFORE YOU DIG V w u- u- u- 0aUO w0cn uj Z O W Z w Z w h WmwZF-wQF-0 �J����LLZ�-Z W= Q Z~ Z w w=on co P WLLroz-cnc6o F-OW2wF- Qz<nLu w=ow w ZF~-c~.QO��F�- CC Lu �cn[]000— ozCLt--Q��~�LU o Z 0 -u__ 3:0 z ul cnWO00% . ` mo w Z N m O cZ.7-�Ocai��0 LU Lu >oVZ=ccnm OuwZuwcnWwF-cn0 `�'F-Fozw000m oo§a�xo- zo o Zo1owLqsz> zwowow¢F-08 =C.�60 0MZW=oW0QQ oaza�-w>aU) Q= o w H Z w¢ o O Z w w ZoFz- a2cwnQavwin7o cnw==F-00Z0cn z�o�- oLL mT� to=�F-QVC J�O� 00)w=OZQQOp zo=VCow= LLUi "yZF-T>OJ0Wr W O w w w= w oZ m oo."F- Owww-jF-m j}W�ZC0)-Qcn ui¢ w00U�wUZO>tm- wwvOwZ e�'.e��can>-co F=-F=—DOF=-0Ua=d2 w W W Z p 0 w m Z z U- Z W w J O z wwQ=pw WWWLLi O m 0 W W 0 p -z w(-) • e �Z<Z�WWOWW mWF-WZZD�F- w<t< w O o p in Z F- m F_ cr F1„ F C) W W ��WWdwoJo .G WOVm O 4~ L1J W>-WZ<>MLLI WF- ow3::Ozwm 3E O-> >O w pF"w 0 0 -1 w0 Um ZW< F- W W W W VJ OWE WZWWOO F=WF'-OFW 0 - mWwlp = C)W Q O1=Z V_ W WD J Q D Z V m z > Z . W446 OOZUW _j ry pp%'<WWO'Jm z V — Q L l_I W Q`t�`-`�O�zV) cr->_Ww ZOF-F--OOV¢W <P§Ewwz�jo 0 �W V>Z0E- p0W0 Z WwJz<U5LL,FWW mo W w��tnW-�cr> LL_I =>-Owmmwow F--m00F-000W KEY MAP LEGEND _ CX SHEET INDEX NUMBER Qs SS#12 SEWER MANHOLE W/NUMBER © SEWER CLEANOUT W NUMBERco#12 II FUTURE © TCo#1 TEMPORARY SEWER CLEANOUT W/NUMBER � PHASE 5- 0) SD#12 STORM DRAIN MANHOLE W/NUMBER CB#i2 CATCH BASIN W/NUMBER loe^� i PROPOSED SEWER MAIN2 \ EX 48 PROPOSED STORM DRAIN I 3 SS#1 47 — — — EXISTING SEWER MAIN , 4 �q� 46/x\ �P� TON4 SS# 15 45 — == EXISTING STORM DRAIN 5 , / 3 s / 42 / 10 6 f 43 EX 0, 10 �� l / 4 44CO#2 EX 41 9 CB#3 CB#1 / EXISTING 8 SS#2 Ex 40 PHASE 3 11 C� FiLNF 7 i 3 # CO#6 / / SS#4 U�. S �`� CB 2 5 12 \ 7' �Op 3 % ��FRF� A,y / 13 i ORS / l 4 AhggSF 14 001 �y�S c SF 6 SD#1 31i,` / CO 3 15 SS#3tz 6 s\ C 2 i 30 33 16 39 18 17 8 9� SD#2 35 J. s ,... / Co#6 28 SS#5 38 / 19 16 TCO#2 ( � 22 21 m C 10 s SS#7 27 36 37 EXISTING/-, , SD 8 LOT "B" 23 2p N f 15 14 13 12 11 SD#3 26 PHASE 3 I #WATER TANK SITE o SD#4 ( I �—„. SD 9 - -- - - _ _ _ _ SD SD#5 6 cD u _ _ CB#4 5 17 # BROOKLINE —LANE s SS#9 I ® 24 -- LOT "A" V I `SUMP =� 24 CO#5 25 SS#14DS #7 26 27 28 SS#13 29 30 31 © 32 _ SS#12 33 34 _ 35 36 SS#11 - _ 37 38 39 CB#5 SS#1 40 41 Q a 0 TCO#1 AAtiq18 SS#8 23 / _4 42 ygS�F 6 19 • .s / �� r( 20 CO#4 / — 21 22 KERN COUNTY WATER AGENCY (CROSS VALLEY CANAL) — - U Z T_ �L0 C� o .M o W Z L — O C-4 Q M > c UCD o - <u X �- V� (D i-'- (� Z cu QmN W N co od Z v o p' (/5 N L1J z c �, W _ �— N O N O o h� L0 V_ 6 V) Q- > U L S103� W w 17 U) w 0 cy) —� Uj 06 00 0 �o c U) 0 N 0) 0 1-1 3: ry Wo rn U, V) 0 L LI I N .0 0 0- 0 L 0 E 0 V) w 0 Q a Lu N CLw 0 w = d. m c9 w .. w w w � W W o w LL 0 Q o h� L0 V_ 6 V) Q- > U L S103� W w 17 U) w 0 cy) —� Uj 06 00 0 �o c U) 0 N 0) 0 1-1 3: ry Wo rn U, V) 0 L LI I N .0 0 0- 0 L 0 E 0 V) L DATE 9/09/2020 PA JOB No. 3142 coi SHEET KEYMAP E. SCALE: 1'=200' M A.P.N.= A PORTION OF 534-010-17 COB RECORDS 1410. OF 9 SHEETS z 0 Lu L DATE 9/09/2020 PA JOB No. 3142 coi SHEET KEYMAP E. SCALE: 1'=200' M A.P.N.= A PORTION OF 534-010-17 COB RECORDS 1410. OF 9 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION, AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. JOB NO. 17-16385, DATED DECEMBER 15, 2017 AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION., 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.: 811) 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 THE 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, SEDIMENTA11ON & 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. 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. 16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18. 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. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 20. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB SEWER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO DIVISION 2 OF THE PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. COB SEWER SPECIFICATION(CON'T) 12. 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 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY THE 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. COB STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION 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 THE PROPOSED C.O.B. STD. DWG. ST -12. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE PROPOSED C.O.B. STD. DWG. ST -11. 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 17o. 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 CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. 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. POLY VINYL CHLORIDE PIPE (PVC) ---------------------- 3a. MATERIALS: PIPE AND FITTINGS FOR PIPES LESS THAN 18" IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION D3034 FOR SDR 35. PIPE AND FITTINGS BETWEEN 18" AND 48" IN DIAMETER SHALL MEET THE REQUIREMENTSPHASE CITY STANDARD PLATES OF ASTM SPECIFICATIONI F679 FOR PS 46. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM I PHASE 7 LATERALS FOR LOTS: 1-5, 10-14 8c 19-23 w 0. wm 0 J CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE I INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. I Q i I � i 2 Boaz wow`¢ W ¢ f Z MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF 1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL STANDARD DRAWINGS SHALL BE co m w W o 3c. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II I z 2' M I I CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF FROM THE CITY OF BAKERSFIELD a ~ z W o w=�zwpwm f rn � 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG PUBLIC WORKS WEBSITE.} I f i ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO z c„ f. ¢ w o o z J �; �_ � VJ O '� CITY STD. No. DESCRIPTION RIGHT-OF-WAY LINE. CITY STD. No. DESCRIPTION w _ o ¢ _"m -.�cn=5z_m Z o f` ® SW -1 SEWER LATERAL ❑ D-7 BANK DETAILS FOR CONSTRUCTED CHANNELS cwt-w¢wwww's w=0 = cnv z 1-0 c o E 6. WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ❑ �-`'= W N M ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF I PROPOSED 4" SEWER LATERAL pn� f -- -"' Vx<4zo PLASTIC PLUG (SOLVENT WELDED). ❑® SW -2 MANHOLE 2 CLR. �8" AWWA C900, CLASS 200 D-8 BANK DETAIL FOR LINED CONSTRUCTED CHANNELS 0. 0 wcz o a i a mo�Es MIN SLEEVE FOR 4" SEWER LATERAL f (0 co SW -2A MANHOLE STANDARD NOTES D-9 DRAINAGE BASIN �-- - - - - - - - - - - - - - - - - - - - - - - - - -- wO0§d0ozn dwYwww zo - - - - - - - - - - - - - - - - -� °8Ladoo¢ 0�wQzQpdU) (D a) � ® SW -3 MANHOLE DROP CONNECTIONS ® D-10 DRAINAGE BASIN OUTLET STRUCTURE o w z W o LL m ® SW -4 MANHOLE SIZING CHART ❑ D-11 TEMPORARY DRAINAGE BASIN v� ¢n r zz� 9�-=02@509wm�i@ 0 Q W N as c� rho§¢§wwzcz¢ Z a) p ® SW -5 SEWER CLEANOUT ® D-12 CHAIN-LINK FENCE Q _ o OZ N ® SW FRAMES AND COVERS FOR MANHOLES AND CLEANOUTS ® c6 a- o z � w > " ¢ 6 ❑ z LU j M C - -6 D-13 CHAIN-LINK GATES a a n cn � ® SW -7 LATERAL CONNECTION TO EXISTING SEWER MAIN ® D-14 CATCH BASIN, TYPE "A" V=pU,ZF=�-zwdOW 0 z o m - W z z � to o w w ow /"'\ N ❑ SW -8 PIPE BORE WITH CASING ❑ D-15 CATCH BASIN, TYPE "A-1" 10 W _ = z uUJ UJ Q " z w ❑ SW -9 SEWER LATERAL REPAIR ❑ D-16 JUNCTION BOX 0 J o z to o a -o~~ 0 �,=��a�> J�o z�i��w=¢mow F]SW-1 O DRY SEWER HOUSE CONNECTION ® D-17 GUTTER DEPRESSIONS z o � W <U - z ❑ D-1 INTENSITY VS. DURATION CURVES ❑ D-18 PIPE SADDLE DETAIL wwv=iw.a�n > w N 0 w a �' wpw z0 cuol El D-2RATIONAL METHOD URBAN RUNOFF COEFFICIENTS ❑ D-19 CONCRETE PIPE COLLAR TRANSITION FROM P.V.C. TO R.C.P. o_w wwRwZ�'0a 3:_ = o w z D F--F-n a.F`0aw<m ❑ D-3 CHANNEL PROTECTION ❑ D-20 SIDEWALK UNDERDRAIN ❑ D-4 CHANNEL PROTECTION ® ST -11 PAVEMENT PATCHES ❑ D-5 NATURAL CHANNELS ® ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ❑ D-6 CONSTRUCTED CHANNELS ui til a o N a W CL~ LL' iu w = Z w w w L,W w o ui ILL a a 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. POLY VINYL CHLORIDE PIPE (PVC) ---------------------- 3a. MATERIALS: PIPE AND FITTINGS FOR PIPES LESS THAN 18" IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION D3034 FOR SDR 35. PIPE AND FITTINGS BETWEEN 18" AND 48" IN DIAMETER SHALL MEET THE REQUIREMENTSPHASE 6 LATERALS FOR LOTS: 12-16 8c 22--28 z Q OF ASTM SPECIFICATIONI F679 FOR PS 46. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM I PHASE 7 LATERALS FOR LOTS: 1-5, 10-14 8c 19-23 w CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE I INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. I Q i I � i 3b. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE f o MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF co BAKERSFIELD.ry I I 3c. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II I z 2' EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE FOR BEDDING AND HAUNCHING. ONLY CLASS I OR II EMBEDMENT I I MATERIALS WILL BE ALLOWED IN THE REMAINDER OF THE PIPE ZONE. o I f 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG f I I f i ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE. I I i 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE PER PROPOSED C.O.B. STD. DWG. I f SW -1, UNLESS OTHERWISE NOTED ON PLANS. 10' (MIN) 10' (MIN) 6. WYE -FITTINGS 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 I PROPOSED 4" SEWER LATERAL THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD f -- -"' f PLASTIC PLUG (SOLVENT WELDED). _ _ _,_.._.- - --- 2 CLR. �8" AWWA C900, CLASS 200 f MIN SLEEVE FOR 4" SEWER LATERAL f 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. PROPOSED 8" OR 16" WATER MAIN 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROPOSED C.O.B. STD. DWGS. SW -2, SW -3, SW -4, AND �-- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -� OF TRANSPORTATION, T1-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT ON,ATESTEDITION. %�A SEWER LATERAL CROSSING ABOVE WATER MAIN DETAIL NOT TO SCALE 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROPOSED C.O.B. STD. DWGS. SW -5 AND SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH DIVISION 2.3 OF THE PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING 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. CONTRACTOR SHALL STAMP AND "S" INTO CURB FACE OVER EACH SEWER LATERAL. z 1 BROOKLINE LANE-VERGENNES COURT INTERSECTION 1 I Z Of BROOKLINE LANE -CANTERBURY COURT INTERSECTION o BROOKLINE LANE-GILSUM COURT INTERSECTION f 0 m I U U I I 28' I I 0 E I f I f o W w PORPOSED SEWER � f MANHOLE 11 Al f 0 0 5" OR f LL_ MAIN L 3r V) 12 CLR. (MIN) 10" AWWA C900, CLASS 200 SLEEVE FOR 6" SEWER MAIN f 0 12" AWWA C900, CLASS 200 SLEEVE FOR 8" SEWER MAIN f I _0 c PROPOSED 16" WATER MAIN -/\j a PROPOSED 30" STORM DRAIN c NOT TO SCALE L 0 c 0 DATE 9/09/2020 PA JOB No. 3142 i co a) SHEET 0 L Q E �7317y COB RECORDS N � OF 9 SHEETS z 0 65 w DATE 9/09/2020 PA JOB No. 3142 i co a) SHEET 0 L Q E �7317y COB RECORDS N � OF 9 SHEETS CONSTRUCTION NOTES O INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT W O JOf INSTALL SEWER S INSTALL STORM DRAIN DO INSTALL STORM DRAIN MANHOLE ¢ INSTALL TYPE "A" CATCH—BASIN — PROPOSED STREET CENTERLINE — — PROPOSED STREET RIGHT—OF—WAY — — PROPOSED WATER -- — — — — — EXISTING SEWER Wx EXISTING STORM DRAIN SD STORM DRAIN STATION SS SANITARY SEWER STATION AO SEWER LATERAL CROSSING PER DETAIL A 2 © SEWER MAIN CROSSING PER DETAIL B 2 ooQwwzo¢ 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 4.5' COVER MIN. TO 7' MAX. OF COVER AT THE END OF THE LATERAL UNLESS OTHERWISE APPROVED BY CITY ENGINEER. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": REMOVE AND DISPOSE OF 50 L.F.± 30" STORM DRAIN FROM EXISTING SD MANHOLE TO EXISTING OUTLET STRUCTURE. REMOVE AND DISPOSE OF EXISTING TEMPORARY OUTLET STRUCTURE. NOTE "C": MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE TO RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. PG&E GAS NOTES: CALL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON-UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 60" OF COVER IS TO BE OVER THE TRANSMISSION LINE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. W~ � V)Z x O W � e/�/'10 II t - V �ZD M o �S CINE JF LLJ vi �E Sy SANE 0 d=am Q 0 �(,() �; Li � oo � 48 ' F -W _j / cn 47 "zV) 'bw O / �< ' 46 to co 2 I m voi o cfl 1 ! LoLo 0 ` � N+ W 4 w �.` 4' TYP ,� T- T- `� z ¢ TRACT 7317-3 o / ! + V) a- i 5 = (EXISTING) 1 __ •+J + t i/Oi rn N I o _ -/ C1 N I rn _ 12 N i = _ -I' kr----,�----_-'-'= f-\ _T I ______ / `/ ` wo_ _o _ _ / 12+96-27 _ _-l_J�__1_�,___--r _ -»! 11-----------�----_-----�___- �•... n - _ - - S t I ---__ _- �LJI____ ----- I - N -_°' _ 13 �C�--------__ -- 1 -- +66 97 =:;__ �= -- _ _`�- --- __ 14 _�Sl-- XIRNTRA PR01/E(yENT _ ---- • --. lop _ G ii rn o -�-•• ----- - -- _ 731 - -i-i- P T L 2 _ 10$ 00 42---------------- � + I � I 43 ' i Co ,.r, ► i , I 44 110� v s = TRACT 7317-3 Ow W °` (EXISTING) �� _ ; I 1 rn(° Q I �N 04 o V) 110 Z ox OW ui r, INSTALL 253.8± L.F. 6 PVC SEWER @ 1.00% O F- F- F- O W O JOf i_ W �U) S ¢ O( OZZ = GOA OZ= OX WE ¢ l! O U Oui zF-0E- � t 0U 9a000w"0W� to Q aw_� �=wZ oz°-'-c`t)�z~�� It - Wx o Q �^ °� L LL Lo Qo �+ U-5 OO 'S W t.C)� W `- N O� co tet- O 00 NN Np ooQwwzo¢ w W 5' S' cW ¢,mpQWTdoow C.0 O ocwZw=ow�a< m ELW � U) CU \\ U (n Z0 wZ w w owv -N- 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' 352 .. �so�.��°cy . . . . . . . . . . . . . . . . . . . . .. 352 9 APPROXIMA TE DES/GN GRADE -'—`-`---- --_—_ _ _ ABOt/E SEWER &STORM DRAIN . SEE NOTE"C" �• �. 0� . �Gp'S' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ox 348 348:......1► ......... n . SEE NOTE "C". r.� .......-=---._�_ ................... 348 If........................... ........... II ..``_-- II 11 I 1 tl . It. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . 1.1 . . . . . . . it . . . . . . . . . . . . . . . . . . 344:..... : ................ �........ ;.;...................;;..................344 I CONSTRUCT -DROP CONNECTION 6" INV W= 1 I 11 11 PER-C.O.B. STD. DWG. SW -3. _--- /' EX. 18" STORM DRAIN 342.22 I ' ' ------ -------------- ' ' ------- II s ---•---------- •-----.-��,;,:... F ----------_j-j== - f -F -�I I A F-- ---------------------------- ...� �,..r.�• �' ...•.rte. 1 1 (� _ . . . . . . I .I !� . . . . . . . I 1 t I . . . . . . . . . . . . . . . . . . . . . . . . . . . -0!0 a, .,...• I. ; I I i I !""_"'±- .�--------r----------- --- --- -I. k----------� --�__ f--*----- EX IIVA- 340 �X 1.8" I_NV------------.-------. : LJ \�-EX 18" INV= . EX. 18" STORM DRAIN J.-' :340 340.74 .1 341.1- . L� T_�,. 6�' EX. 6" SEWER • i�,G EX. 8" SEWER ........`.3�Lq6,F�\............................................................................................... 336:...'.14 ....................................................................................... ......... ...336 ......................................................................................................... 332:..........................................................................................................332 10+00 11+00 12+00 13+00 14+00 15+00 SEWER AND STORM DRAIN PROFILE 0 ^ Z J~ LLJ U) O OW W ter` o � � o(o M rnrn + 3 OV) 6 JV Or mw Mz III II I it II II tl III II 1 II 18" INV= I 341.45 1 1 III I + 18" INV= CONSTRUCT 15.9± L.F. t i .341.4± 18" CL -3 RCP w/RGJ 3 40 N -S= STORM DRAIN @ 0.31 % 341.40 tl i 1j f ► k6- SWR INV= '- EX 24" INV= 339.0± 339.72 A STORM DRAIN SECTION 8Roa 3 N.T.S. ••�� k,�INE E STYET SNE :! `� Z Z C2 2573.00' 160.03' 03'33'48" `t� �� (6 (6 _ (66 O W l! O U p �. i' - N zF-0E- � t 0U 9a000w"0W� to Q aw_� �=wZ oz°-'-c`t)�z~�� It - z 0-LL�ozmW c6w�woow mzo wZZ0 O o Q �^ °� L LL Lo Qo �+ J J of �+ J J co tet- O Li_ LL_ x L_ LL_ ooQwwzo¢ w W 5' S' a ¢,mpQWTdoow C.0 O ocwZw=ow�a< m ELW p w CU -, Z� — Z0 wZ w w owv III II I it II II tl III II 1 II 18" INV= I 341.45 1 1 III I + 18" INV= CONSTRUCT 15.9± L.F. t i .341.4± 18" CL -3 RCP w/RGJ 3 40 N -S= STORM DRAIN @ 0.31 % 341.40 tl i 1j f ► k6- SWR INV= '- EX 24" INV= 339.0± 339.72 A STORM DRAIN SECTION 8Roa 3 N.T.S. ••�� k,�INE E STYET SNE :! `� Z Z r C2 2573.00' 160.03' 03'33'48" 80.04' �� / OJ 0 O W l! O U p �. i' - N zF-0E- � t 0U 9a000w"0W� = Q aw_� �=wZ oz°-'-c`t)�z~�� 0 60, 20y_ z 0-LL�ozmW c6w�woow mzo wZZ0 O o Q �^ °� L LL Lo Qo �+ 5' til 20 1 of �+ „ Iq Ki co tet- O < w m N QI"=QzWoOm .�.; CU WC16 ooQwwzo¢ J V o 41 s' o � 3 40 (o I ii r /i /r t --ft - y 18" IN V= 341.45 -- CONSTRUCT 25.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN © 0.19% CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 2223.00' 253.84' 06°32'33" 127..06' C2 2573.00' 160.03' 03'33'48" 80.04' Wj Z = TRACT 7317-3 (EXISTING) C TYPco t � �`'�� ,,_ -✓!- ._ �"� _ _ _ _ - _ - _ _ _ _ 'fi=r = _ _ _ _ 1 i If 7 6912 EXISnNc _ _ iMPRov - �~ ' - PER ACT EMENTS_ ` - _ 13+51.61 - 7317-3 --13__ ui 41/ \ V ! / LLJ _ ►!/, /� u o TRACT 7317-3 7.o'/ , ' 60' 32 W (EXISTING) % ;' 2° l ' 2o, CD/ (SEECOUR' 7'ni PHASE 6 WATERFORD STREET INSTALL 160.0± L.F. 6" PVC SEWER © 1.96% �Z i1ZV I ZJC� m W JN =W �� W J� Ow �O ~ ZI-„ J Z� I- O J W �W gZ oZp Z �W gZ oz ¢ U p �o O W _iC� �. n O W . �V J 00 N(n CD CDCD� �� Cntn CR 0� V p+j \ +O +++ � p+Q ++Gi D 3 cn V) <V) c 01, 352 ................ ..... .. .............. . ........... .`352 ........... ....... .y.t................................................................ 348:�'�'� : �`���. : �J', APPROX/MA TE DES/GN 'GRADE : : : : : : : : : : 348 _�°' :4�DYE SEWER• cc STORM DRA/ltl �- `-- -----_ -- ------------------------- . - ---- ----- . --- ----- . . . . . . . . SEE NOTE "C"791 . . . . . N-SliE --."". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOTE C 344: :.. :344 EX. 24" i 1 18" INV N -S= 18" INV E= i. STORM I F 6» INV W= I. .-- DRAIN i I 341.40 341.33. . . . . . . 541.52. ------�_ „I. I EX 24" INV1 1 SEE NOTE "A" �{ 340: SFE. NOTE "A" l �----33.66. a if.------------------�/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....:340 EX 18" I V ���1111 L ----------► - ----------- ------ -340.24 1111 EX 24" IN_V= 1111 �.-__ EX. 24" STORM DRAIN II 11 , 339..72 rllr •6" INV E-. . . . . . . . . . . . . . EX 30'"_ NV J.� I. ' 338.19 . .3 52 336............ ....8°'INVN-.S=...................................................................... .33s.o6 336 INSTALL 15.1± L.F. 18" ............ .. ...CL=3-RCP -w/RGJ..................................................................... STORM DRAIN*© 8.48% 332:........... I.................................................................................332 10+00 11+00 12+00 13+00 14+00 SEWER AND STORM DRAIN PROFILE U U_ u WaW0 mom d I--�a.Z wow�t z mw Zu.F- �- p cwnm=ZWT< -p m J t- o F_- LL M M a.¢ZUFZoffiw=O �cz�wZcOn>Fm-m¢ d7 O w F-O��OzO-'�mU VJ O 1 1 1 Z �C r W wm=wJcn��zm MWF- Qzcow3:u< p �. i' - N zF-0E- � ; CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT C� Z INSTALL SEWER 7_1 INSTALL STORM DRAIN DO INSTALL STORM DRAIN MANHOLE i^- JU INSTALL TYPE "A" CATCH -BASIN - PROPOSED STREET CENTERLINE - - PROPOSED STREET RIGHT-OF-WAY - - PROPOSED WATER - - - - - - EXISTING SEWER �O d EXISTING STORM DRAIN SD STORM DRAIN STATION SS SANITARY SEWER STATION ® SEWER LATERAL CROSSING PER DETAILA 2 © SEWER MAIN CROSSING PER DETAIL B 2 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 4.5' COVER MIN. TO 7' MAX. OF COVER AT THE END OF THE LATERAL UNLESS OTHERWISE APPROVED BY CITY ENGINEER. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": REMOVE AND DISPOSE OF 50 L.F.± 30" STORM DRAIN FROM EXISTING SD MANHOLE TO EXISTING OUTLET STRUCTURE. REMOVE AND DISPOSE OF EXISTING TEMPORARY OUTLET STRUCTURE. NOTE "C": MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE TO RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. PG&E GAS NOTES: CALL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON-UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 60" OF COVER IS TO BE OVER THE TRANSMISSION LINE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. II t- 3 II 0 z J 1I r7 C� Z II O J Z 7_1 VERGENNES F- J ' X O Z i^- JU W i^- O J� Z X OZ Z � ow :m p_! O OW m �O d COURT moo + 8 w �� 0 0 (SEE SHEET 7) 006 (A w � Mai o 44 (A APPROX/MATE DES/GN GRADE 0i + 1 NO O °rte° to 0i + Co 16 15± d - I � I 52' _ 1 8' 18' 18' 8_'1 5' LLI 1 -ZL_ - - - .. _ ..r.r..✓ _M LO VW in o _<fX_- {-- - —{— - -� - -{- - , , I - -I 40 41� S33.11 29 W 42 Lot o 42+28.76 —4_W� N - N t--- -- -- -- -- - -- ------ -- -- M + 4' TYP�+ 28 29 30 it O w { I m ^O Z ^c0 J tG i u') O+ = O+ uin Q uM oc ow LO tLO + + M 10Y'j INSTALL 283.8± L.F. 8" PVC SEWER @ 0.25% W Z J W J O Z to 7 V__ in o __.�.43�:�: lot o N N N o � CIO N � 31 32 I^� �z z*i 0 v� Z t t W + 3: NO 1* Vi vwi tY 0 cr OV) ZO iU C.0 v - F,"4: t,i(\ M + + NN d' d- tn U) 44+34.37 it till I o 5' 5' t -- 10' 20' [ X20' 10' II iI ii 41 --�- zWATERFORD STREET SEE SHEET 3) C�1 I- W + 3: moi- w tW 4 3 ........................................ ............ ............................ ....... d- NO + + CO °`"--- 352 Q � (n4' TYP V) LOn 0 � Q + + N I M w cn m 44+34.37 it till I o 5' 5' t -- 10' 20' [ X20' 10' II iI ii 41 --�- zWATERFORD STREET SEE SHEET 3) C�1 I- W + 3: moi- w tW 4 3 ........................................ ............ ............................ ....... �o d" V) NO + + CO °`"--- 352 Q � (n4' TYP V) w 0 � Q 0 171 N UJI - 47 �n 47+74.4 - — -- — -- --- — -- 1% 7\T 1 42 INSTALL 195.7± L.F. 8" PVC SEWER @ 0.25% 1{ 0 ^ J vZ `n w N O� ai co 00 yM + v W U O or W Il D O : Z_ W JH [n J O OX = OW voo N N x M M '.4' V) + d- V) INSTALL 350.1± L.F. 8" PVC SEWER © 0.25% II ►90 . 34' 11 10'1 34 1 I i 16, 12 6'CD + I 1 11 I + � % I 49+39.63 4+76.08 1 111 1 I S33'11'29"W O - 1n _ _ i _ I 11 I 1 _ o - - -f- � •- � 49 ' �'- � C)+ C' III I N 1 1 o I 111 I O � 13 I I I 90 , i a 1 11"7 I 34' 34 Pit 1111 10 ► � t— I 1 ,I 6' 48 TON 4,, NCH AL w W STOCKD ALE RANCH COURT � 0 DRIVE LP �-H (SEE SHEET 3) 00 � °° N BY SEPARATE PLANS) Wit\ �� w UJ ++ � ?i � 'S d- tt% cn d' V) V J ~ 74i U -, Z p d O (n = OZ Z V) (D W 00 fj ++ w t, r- � d' V) N INSTALL 136.4± L.F. 8" PVC SEWER ® 0.25% IIU l� in X .-W �_H u0 0 + 0) d - V V) V) "V 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' m 1�- N tY V) 352 ..... (n ........................................ ............ ............................ ....... C) ............................................................. Vis... CO °`"--- 352 Q � Z w 0 � Q 0 Nw LL N M w CN a APPROX/MATE DES/GN GRADE ___-------- ' -- -.- "- SEF NoTE »C,; 1 H cn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . = . . . . . . . ABOt/E .SEt9ER do STORM ORA /N ___-.- w 348.... -......-------------------:----.... �°` : �� `� . -- - ��'� ... �� W � � 0 .... -�_._-___�- --------------- --- ........................... WSW .... ... _ _ _� -: - ............................................. ,�°` -- .......................... ...................:348 LL a ----- .-----.-----------------_------------ ------�`- _ ----- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I�-SEE NOTE "C" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344:...: :.......:............ :.... ............ ............: ................. ....... I']........................................................................ . .......................... ....................344 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCT' DROP CONNECTION EX. 18" STORM DRAIN �__�,�_�, --------- -.----.--- -.--- .----.----.----,----•--- PE C.O.B. TD. D SW -3.. PER S Vi�G' ___________^___-____---------------=--�y�_� ,,,i EX 18" INV- fill 340. • 8': INV N -S= 8" INV. NW= r STORM DRAIN I, t,--�---- . I'I, 340.24 _------------------------------ , ------------------�Y /� J • CONNECTION CONSTRUCT DROP N WG SW -3 ..... �... �....� --_-- ..................................... ------�------------•-----,-----z .. •33$±55 • 341,05 I j- , 6» INV F= ----=--_------=-------------------- ................. I i � JE 24': INV_ .......... - 18"JNV ... • EX 18:' 6NV _; 340:74 ...PER .......... 6" INV E _ ....................340 338.19. ' 339.66 339.68 SEE NOTE "A" 336. » 30 INVLN-S= 337.19 EX 30" -INV �. 337.4.6 8" • INV N -S= _�� ;, - 338.06 SEX 30_ INV_ ,!A„ 337.52 ��� •�. 41 �� . --------- -- '----- ---y . 336 SEE NOTE �� ,,. 1 . EX. 8". SEWER ...... ........................ ................ ...................... .................... --SEENOTE."g" _ __ _ INSTALL 214.0± L.F. 30" �-- INSTALL 275.3± L.F. 30" 332......... CL -3 RCP w RGJ STORM DRAIN © 0.12% .... /....................ERCP.w/RGJS....D�2AIN@... ......................................................................................................................................332 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 U w u- u.. u- paVo wm2Ov� Z-0%6 wZw� cwi�mwcnwW¢w p w - ~OL F�z°-z w=¢zPw w=0 IXWXWZ2o mmQ �_OW , ��'0�-' zwww 0:¢D 9m wW=�-jin=2z_mQ w=0~wQWww§u. __ Ww� zF-U1-mEOOm0- d¢�t;zzo,-0w?:: w �m w �zOoT ��zo cnw�tda826mzo z z m0 c���o% z oo0ow ni wW>- jOUZmU)w aTzwm�wt-vj0 ¢ t- w Q�Fozwoo9m ww 00§¢z�a-W Wz=p¢j pOcwn�oz z�zo�w> ¢W-=WTpUaW o�zw=Owc.)¢� F'o'z - w8zcnO v=Uwt=z<cw �Z?m�az22g w LL > o� cunw�=avvzr�� Zp=cac_nW=¢mow Q¢yzt-=>p Jal� LL Oc)r Q p w L. W= w zo m w`twpwz>cn0°¢c=n > >= m¢wOw`Z_zOjm wwv0wz'�c�) c/) ==D�=Oswzp I— -oat-00W¢2 U _ z c) M rn L0 Cl)�.�0 W z o'6� - N W ca M U �� 0V3 a) X `F- Q � ) (' a)LL V J z -Y Q�mN W N co 06 z a)6 0 t/) (,4 W z �M W _ �— N +.0 O (0 N 0 \NEER * b� 0) LO w co 0 , Q w Q. > U ui o CO -ova U dy ry S/03� •�c (n ti o w � C) 0 Q J CO Q a Q � Z w 0 � Q 0 Nw LL N M w CN a IW- LL 1 H cn Or4%.. Uj . 0 w w = otS ti w m 0 0 (J 00 WWW W � � 0 WSW LL a a \NEER * b� 0) LO w co 0 , Q w Q. > U ui o CO -ova U dy ry S/03� •�c LI to I N 0 n 0 Q E 0 0 (n ti o z � C) 0 Q J CO Q a � � Z w � Q 0 Nw LL + M CN a LL 1 H cn Or4%.. Uj U) � cy) z � >_1 otS ti w 0 0 00 W � � 0 LI to I N 0 n 0 Q E 0 0 DATE 9/09/2020 PA JOB No. 3142 U SHEET 0 k E y N COB RECORDS OF 9 SHEETS z 0 Nw LL DATE 9/09/2020 PA JOB No. 3142 U SHEET 0 k E y N COB RECORDS OF 9 SHEETS CONSTRUCTION NOTES O INSTALL SEWER MANHOLE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. Q INSTALL SEWER CLEANOUT ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. o INSTALL SEWER ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. L0 (n 0 3 ---Stabilize INSTALL STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE EROSION AND SEDIMENTATION PROTECTION AROUND PROPOSED GRATE PER, O INSTALL STORM DRAIN MANHOLE AND 4.5' COVER MIN. TO 7' MAX. OF COVER AT THE END OF THE LATERAL UNLESS S grade uniraoemlynd OTHERWISE APPROVED BY CITY ENGINEER. CALIFORNIA STORMWATER BMP HANDBOOK DETAIL SE -10. INSTALL TYPE "A" CATCH -BASIN NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO - PROPOSED STREET CENTERLINE CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. - - PROPOSED STREET RIGHT-OF-WAY NOTE "B": REMOVE AND DISPOSE OF 50 L.F.± 30" STORM DRAIN FROM EXISTING 6 � �� hry � x Geotextile x SD MANHOLE TO EXISTING OUTLET STRUCTURE. REMOVE AND DISPOSE OF -- - PROPOSED WATER EXISTING TEMPORARY OUTLET STRUCTURE. - - -- - - - EXISTING SEWER NOTE "C": MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE TO i I i 15 14 13 • \ i Blanket x �� '`� 1:1 RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. oZ EXISTING STORM DRAIN � SD STORM DRAIN STATION W o SS SANITARY SEWER STATION OPIII OH slope � 3 Min � QA SEWER LATERAL CROSSING PER DETAIL 2 06 SEWER MAIN CROSSING PER DETAIL 2 PG&E GAS NOTES: (0(6 LO � o W a � CALL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY Iq-d w o w m o OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL J J jj Lo w w w W w co Q U. w z o NON-UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. o �- m o � OZ a - M U p w 5 5 O W m W=¢ZF-zazpLO o� OU F- ) > I— C.0 ) ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF z o z o � o � � o o ¢ Co � a .� O UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH Z w _ W _ z m �= Z O w=0w¢Wcnw�Q SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS &ELECTRIC TRANSMISSION LINE. o Z In C-) = W M ADDITIONALLY, NO LESS THAN 60" OF COVER IS TO BE OVER THE TRANSMISSION LINE AT ANY I z F- U F W505 -at Q U TIME. 4w¢�Iszzvow3: Cfl �aoO�w ��c9 CONSTRUCT 8± L.F. 18" CL -3 RCP w/RGJ STORM ¢ o aw F a r I= z V AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER DRAIN STUB ® 0.20% WITH PHASE 6 -PLUG END. z z W § v iRZ p r- w 0 U) N X THE TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL 18" INV= 118" = I (TO BE EXTENDED 17'± AND CONNECTED TO C.B. < w 0 w v a z cwi od L � NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON 342.41 INV #5 WITH PHASE 7 CONSTRUCTION) o c°n o Z o a Y STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING 18" INV = 342.40 w w � 00?5w - 0 w x w Z ce TRANSMISSION LINE. > o - _ Wx MW 342.43 i pwQwca�wF-co0 �'' m N I ¢�=pzwMzoozw W -}-+ tSi CONSTRUCT 10± L.F. 18" CL -3 RCP w/RGJ 18" INV= 18 INV= o o a §E � o z � m p� W (D CO STORM DRAIN STUB © 0.33% WITH PHASE 6 -PLUG " 342.4± 342.43 ,11 � � 18 INV N -S= � o N Q ,Y o W, Lu ,=: W o � END. (TO BE EXTENDED 5'± AND CONNECTED TO w F- w Z N -CONSTRUCT PIPE SADDLE J Z o w W w t a o Z¢ Z j M C.B. #4 WITH PHASE 7 CONSTRUCTION) 342.38 I PER C.O.B. STD. DWG. D-18 ocn O 8 SWR INV= oz = oaZa�W>U¢� W V 30 INV E -W= 340.6± �r;o z QW0Z=c>oZ�o �.._ Cy (S� 336.39 "v 0TOW�'wc¢nco-nU CD (D Ito Uzo�t-Ww0w� �-+- O 16 1.,6 o.6 vi aiw�zz¢wwpc�n O eN- A STORM DRAIN SECTION �� �3�X'�// Quo=�oao� a- 5 N.T.S. 1 '�'`�*Iyl,t�` / c`n� N a v> �c oI��WW��om <W_jWW zojm 1 28 Storm Drain Inlet Protection SE -10 M�� G INSTALL "TEMPORARY" DRAIN GRATE ON TOP OF PROPOSED STORM DRAIN' GILSUM COURT �,,� 0 m w 38x� o MANHOLE. INSTALL GRAVEL BAGS AND/OR OTHER INLET PROTECTION FOR . s`r�j q p^3�� xs) „�� L0 (n 0 3 ---Stabilize B 8� Md- EROSION AND SEDIMENTATION PROTECTION AROUND PROPOSED GRATE PER, co Z �6 a S grade uniraoemlynd ,�,,�, CALIFORNIA STORMWATER BMP HANDBOOK DETAIL SE -10. U on : • around perimeeer (SEE SHEET 9) o� 10 �� 6 � �� hry � x Geotextile x II V J tij II ,n reaching one-third full. II ++ r- i I i 15 14 13 • \ i Blanket x �� '`� 1:1 SitL fence Per SE -01 oZ J o � W -JM Jo Z � W o MM 0 OPIII OH slope � 3 Min � 6" MIN 12 Z o0 OZ ioU = O-� O o &I,% c0 J �.'.°c X113 � � Drain inlet ,�i, » M�� G Iz O o W GILSUM COURT �,,� 0 m w M o �� ¢ . s`r�j q p^3�� xs) „�� F- Note: ��� , , , 12 MAX Remove sediment 4 Md- 0 rn0 ,�,,�, U before ++ (SEE SHEET 9) o� 6 �; M� 1+ M rN o Nom; Vi / 11 r } _ reaching one-third full. 21 20 MM i I i 15 14 13 ++ �'�' ��+..''' 3 LOO `��' xZ � Section A-- A 0 I 52' 12 M� 11 MM ©0 J 8' 18' 18' 8' EMPORARY FLOWAGE AND DRA o o D 0 � _ Z J Iz O o W N 0. LL W W w W F- nU o 0.0a = J w U) ry 0 m w INA E EASEMENT co ca rn N <L Rock filter use if flow EER 5 TO THE CITY OF BAKERSFIELD PER DOC. NO. + + + + �� / S + M Concentrated is concentrated) 1AJ220127424 O.R. d 4 TYP r0000 W •LO � �'_-.-.--._.---_� - ---r ------` ---- -= - o_----_� -... 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For use in cleared and grubbed and in graded areas. MVS N n(n V) Mi�J. 3 MV) N (0N w 2. Shape basin so that longest inflow area faces longest length of trap. nV) F- 3. For concentrated flows, shape basin in 2:1 ratio with length oriented towards direction of flow. Cn -N- o PFASEE 6 & 7Construction November 2009 California Stormwater BMF Handbook 8 of 10 www.casga.org CN 1 0 20 40 80 0 HORIZONTAL. 1"=40' -40, �--� VERTICAL: 1"=4' Q w i? INSTALL 180.3± L.F. INSTALL 254.2± L.F. INSTALL 254.2± L.F. INSTALL 59.7± L.F. INSTALL 92.1± L.F. INSTALL 131.9± L.F. INSTALL 81.2± L.F. 8" PVC SEWER @ 0.35% �► t 8 PVC SEWER ®0.35% 8 PVC SEWER ® 0.35% 8" PVC SEWER ® 0.25% 8" PVC SEWER @ 0.25% 8" PVC SEWER © 0.25% 8" PVC SEWER © 0.25% I1 0 Z� Z I,c' I,�UN _ •- II F- .- II H to II f- O II E- d- 11 �- P• t- rn F- M IIOw IlLow 06 00' ! O 1CC W 4k : �U U t ICU I I �O _Z 'co Z 1 1 1 Vii- 2 �+ _ i�- O �W _J{._ W �H J J.J ac W J� _"`rte �W W J� W �� W J� W J0 -� �r7 --J W �CnQ to�Q COQ O0 OV)O O to AZO H= F--= U)0 V)0 � I O� Z _ oz=.; Oz= O = z rZ tf)N oV)O oV)O o+_ += o O cV F- O N F- I co O Z= O Z O W fo V) CO (n 0 00 V) 0 O Z tin Z , '° O Z Z = Q c0 Z co Z Z= O Z= O O U Cit U stn ..� g �C � `�C.) <t � . � U cC COQ cp O Z r cj 00 c�j O W O Z r� O Z O Z O Z V) F-- �? rr� O V) O V) M h �-�U .. �U . �U . i(� -I � 40D < �U < tfj I f7 L6 0 O N N !\ n to U - a= d M I �) LOUD o �_ O O M co � cL> co O (n O V) 0000 M M O 00 Ui 00 0o w N vi O cQ oo W M to L>: n d' t\ 0 O O D `� ,/ O O n� Vj 00 W O 0 O O O O (W + + N +' -I -I- -}- W -I- -i- �- -}- W M ... 006 W ��}- ca0o 0�0 00 U-) tfJ t� \ 352. MM MM M O V) 0 co V) ++ (n '� ++ ++ + + O V) �� . . . . . . . . . . . . . . . . . . t�Q �M nM t\� I\� �� X000 C� O \ (n o (n �. �xn "'.� "'r`' .......... . "' ....... 352 M .� ... ............................... ,, :. : : : : : : : : � �. . . . . . . . . .. . . . ��� 348: . . .-----------------.-------------=-----=----' A801/E SEWER & STORM DRAIN : : : : : :------=----=--____-- - �_ _____- - -_ . �-APPROX/il�fA TE -DESIGN GRADE �. ,z,% �,o',y �� � �,°c � ---------------- - --- . -------------�_____. -----------��.. _ s�- _- �_________._----------__�_ -- .-- - . 348 CONSTRUCT' TEMPORARY SEWER • . . . . . . . . . . . �l CLEANOUT WITH PHASE 6 -(TO BE I I REMOVED WITH FUTURE PHASE 7 I N 4 344:... ..:... .:.... :.t77..:...:...:...:...:.. ...:...:...:.. . .CONSTRUCTION :�Q, % . _ ..:...:...: ... 8" INv -w = 344 18 INV N S_ 6 F� 342.38 �,, . 342.23 . . . . . . . . . . . �y\ , o`L { CONSTRUCT DROP CONNECTION . . . . . . . . .0. . . . . . . . . . . PER C.O.B. STD. DWG. SW -3. _0 340.17q� �� 8'= INV SW -NE= r 8 INV N -S= 340 . . . . . . . . . . ,, �� h � ,\ 339.79 { .��0. z?T�L.............................................. ........... _ L .... : 339.46 8" INV W= , . . 340 0 340.27 ------ ------ E z -11 336 „ 30" INV* E=W=. . . . . . . 30=' INV E -W= . . . . . . . . . . . . . . . . . . . 30" INV.E-W= . . . . . . . . . . . . . . . . a 30" INV E -w= ... ........ :336 3 DATE 9/09/2020 : 30 INV E - W= 336.39: : 336.51 : 336.68 3 6.86 V) PA JOB No. 3142 335.97 w a i N O � ................ �' SHEET : ." : ��. .INSTALL 101.2± L.F. 30". .a+o...�,.. INSTALL 61.2± L.F. 30" INSTALL 170.31 L.F. 30 INSTALL 420.6± L.F. 30 • CL -3 RCP w 17GJ INSTALL- 142.1± -L.F. 30'•' INSTALL 147.4± L.F. 30" u' ' CL -3 RCP w RGJ STORM DRAIN C� 0.08% cn w o 332 / CL -3 RCP w RGJ . .CL -3 . RCF w/RGJ: STORM: DRAIN � •0.10%.---�-.- . 3 29+00 31 +QQ • • • • . . . • . • . . . . . . • • . . . . . . . . . . STORM .DRAIN. Q 0.12% . . . . . CL -3 RCP. w•/RGJ STORM DRAIN: @ 0.1.2% . , . . . . . . CL -3 FRCP w/RGJ STORM DRAIN @ 0.1:2% STORM DRAIN. o M Q 0.12%1. 32 30+ 00 32+ 00 33+ 00 34+ 00 35+00 36+00 37+00 38+00N 39+00 40+0031-7% SEWER AND STORM D -�CN RAIN PROFILE COB RECORDS O. OF 9 SHEETS CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT N INSTALL SEWER 31 INSTALL STORM DRAIN Q INSTALL STORM DRAIN MANHOLE F- 0�4k INSTALL TYPE "A" CATCH -BASIN - PROPOSED STREET CENTERLINE - - PROPOSED STREET RIGHT-OF-WAY — — PROPOSED WATER - — — — — -- EXISTING SEWER U EXISTING STORM DRAIN SD STORM DRAIN STATION SS SANITARY SEWER STATION A@ SEWER LATERAL CROSSING PER DETAILA 2 © SEWER MAIN CROSSING PER DETAIL B 2 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 4.5' COVER MIN. TO 7' MAX. OF COVER AT THE END OF THE LATERAL UNLESS OTHERWISE APPROVED BY CITY ENGINEER. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": REMOVE AND DISPOSE OF 50 L.F.± 30" STORM DRAIN FROM EXISTING SD MANHOLE TO EXISTING OUTLET STRUCTURE. REMOVE AND DISPOSE OF EXISTING TEMPORARY OUTLET STRUCTURE. NOTE "C": MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE TO RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. Uui - - -r - U 00 N N 06 31 V)0 Q (j0 F- 0�4k �Z Q � Q d -m N 0)m W 11 14- W �-o U Iqo J Ld +N S N N V5 O Of of W N N N (n ZZ N V) O Z= 0 (Al Oz= 0 PG&E GAS NOTES: CALL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON-UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 60" OF COVER IS TO BE OVER THE TRANSMISSION LINE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. KwP� P�\GNM�N �5�5\OE p PR IJ 4llb . 24 "F- L' 0 M O pU O W LOT "A"----�') z w SUMP No) 0 M L0 0 SEE GRADING PLANK W to Lo N FOR SUMP DETAIL N� O W N _J TEMPORARY FLOWAGE AND DRAINAGE EASEMENT TO THE CITY OF BAKERSFIELD PER DOC. NO. 220127424 O.R. - I--__ __ __-q- all Ln o0 o z +M +N 3: NN N LOT "B" WATER TANK SITE TEMPORARY FLOWAGE AND DRAINAGE EASEMENT TO THE CITY OF BAKERSFIELD PER DOC. NO. 220127424 O.R. _--__..__.---._._. . R/W 5.5' i PLUG END 18" INV S= 339.80 CONSTRUCT 30.5± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.50% -� W �-- -J O Oz = a �� N N N N O Q Cfl 0 30' 1 1 5' 5' 18" INV N= 339.65 k8" SWR INV= 343.6± 36" INV E-W=//T 335.02 STORM DRAIN SECTION 6 N.T.S. 23 0 N A U a� _ D x.26 �- .. S89.07'16"E_27 N N .O - - -- - --------- -- 4- Lo N N 27 28 PHASE 7 BROOK 4' TYP�+ N 29 30 22 d- 00 I-4' TYP o� --r - ---- - - - - -r - P*ftft 00 N N 06 31 U Q F- W Um F- 0�4k �Z F- 00 U it F- U-) ziliz: II F- d- -0 oLLJ 0 o. N w W 11 14- W z U M+M J Ld +N S �� O -C) N (((V �� -1 21 20 0 + 0 N A Z C14(_,, W o 'Y' in a � N vi N C)�W�//�� O 1 V + 00 N I 32 O 33 ENTRE STORM ORA /N SYSTEM (EXCEPT LATERALS TO CATCH-BAS/N(S) 4 & 5) SHALL BE CONSTRUCTED lMTH PHASE 6 TO PROPOSED SUMP. -N- 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1 "=4' D U — FLVO U- 0 mw 00 -oaW.z cl z cn ,.0 W z � E-- cwnm=Z'Lu<po wW�~On"Z a¢zvEzffiW=p �c=n=wap>m�E-- zww o ww=0 30!:9jzcn 0 19 -1—c=n2U= zh-U�U)000Dum 9¢�Szzo,- cwn5i W 9 Z W~ V a z ~p H W aX0 _L_'00Qmcw) 226m o ?0oov O_zo�0a. dr- w6>-jpV�=WXww 0Wz¢w��Wt-U)0 ai��ozW0 -Im _z--� cnf= oo�¢� ozoa o cw zo�i�Woz> ZoWwww'�foZQ z OW � OaOa=UOa( ¢=UWF_ZWZZu- 1-,F-Zm�FZcncn V_ z Ew w LL ow %W'n¢F-UVZ0p =z¢ww Z-�p=��a�N� t¢n=fit-QU>J�� o m W= 0 z¢¢ o 0 zp=Uc_�W= �W �zF-=>m�'0w p wwp w w w= w zU m W ¢0�_Z�c/?m¢_fn 0Mcn�—C�UV' USW co ¢ W 0 W W U z p m W W UO W z�U)>-cr) == 1-h-0Mt-O0 W ¢M ■ U _ z M m Lo (a O CD � o WZ�E �- � N > M �(10 �X (n °� coLL Z Q°° N W W� 06 Z (D O z Un N W �M w F— N co O co N 0 U) P*ftft C) INSTALL 100.0± L.F. 6" PVC SEWER ® 1.00% INSTALL 344.0± L.F. 8" PVC SEWER ® 0.35% 06 INSTALL 163.7± L.F. 8" PVC SEWER @ 0.35% 0 Q F- W Um F- 0�4k 0) F- 00 U it F- U-) ziliz: II F- d- -0 II F- r- Z#z�oz•��-z N w W 11 14- W W U u- J J �� O -C) W �� -1 Of of W �O I JO I � + N (n Z) z (n ZZ 0 V) O Z= (n (!) O (Al Oz= o (n O OZZ � -� OZ� + = O = ONH C:).C04) -U, J 0 Q M 0 Q t!) O W .L) J ts7 O z `� Q C O Q �. �U � P%kam tf) O Z �.sC.) Q tf) Q Q -- n m" 0 w U) E- tf) J d' q: ci O to 6 NN U Mn NN M M Nc0 Md- 6 NN nM OU) OV) O O u -) F-~ LO O r- Vj vi N N N N w OO 3 N CSI OO NO) ui NN c.0 co W V)r) ? Cj CO O O + O + o + ++ W ++ ui ++ w ++ W + + O N 352......... O N N N N N (n NN :.............. M M (n NN co NNNN i� � v) O N v 352 :...o ...........� /g>> �,,. o��' ... .......... APPROVYA TE DESIGN GRADE .. . ............... �? ABOV SEWER & STORM DRAIN �����, • • • • 348* ............ • • • • • • .__ . ________�-----------------.... • ............ • • • • • • ................. • • • • • .............................................. • • • • • • • • • • • ................... • • • • • • • ----------- ----------348:.......... ................................ ................... 348 344.......... ..;. ............................ ................ ............4 Of............... ......... .........: ........................ ...................344 � • �� ,, DRi c� L �/, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s� Y/ . ��t�.. 340........... ;�. ........................... .............................................................................: .....................................................: ...................340 �. 18" INV N= �. 339.65 CONSTRUCT OUTLET STRUCTURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PER C.O.B. STD. DWG. -D-10. 336:..... ...........................: ....... . ................... .. .......................... ............... .......... ... ............... ... ....... .. ...............336 30'' INV= 334.46 BOTTOM OF SUMP=334:00 .. 30" INV E -W= 30" INV E -W= .....335:16.............335:28.............................................................................. 30" INV E -W= .... ..................................................... ................... -INSTALL- 148.2±• L.F. 30" INSTALL 403.9± L.F. 30" INSTALL 277.7± L.F. 30" 332 • . . . . . . . . . . • . • . • . �1--3 RSP. w/RAJ .STORM DRAIN. ®. . . . . . . . . . . . . • . • . • . • . . • • . • CL -3 .RC(' w/RGJ. STORM .DRAIN . •0 ;08% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .CL -3. RCI . RGJ STORM. DRAIN 0.0. 08% . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . 332 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 INSTALL 21.9± L.F. 30" SEWER AND STORM DRAIN PROFILE CL -3 RCP w/RGJ STORM DRAIN @ 3.20% D U — FLVO U- 0 mw 00 -oaW.z cl z cn ,.0 W z � E-- cwnm=Z'Lu<po wW�~On"Z a¢zvEzffiW=p �c=n=wap>m�E-- zww o ww=0 30!:9jzcn 0 19 -1—c=n2U= zh-U�U)000Dum 9¢�Szzo,- cwn5i W 9 Z W~ V a z ~p H W aX0 _L_'00Qmcw) 226m o ?0oov O_zo�0a. dr- w6>-jpV�=WXww 0Wz¢w��Wt-U)0 ai��ozW0 -Im _z--� cnf= oo�¢� ozoa o cw zo�i�Woz> ZoWwww'�foZQ z OW � OaOa=UOa( ¢=UWF_ZWZZu- 1-,F-Zm�FZcncn V_ z Ew w LL ow %W'n¢F-UVZ0p =z¢ww Z-�p=��a�N� t¢n=fit-QU>J�� o m W= 0 z¢¢ o 0 zp=Uc_�W= �W �zF-=>m�'0w p wwp w w w= w zU m W ¢0�_Z�c/?m¢_fn 0Mcn�—C�UV' USW co ¢ W 0 W W U z p m W W UO W z�U)>-cr) == 1-h-0Mt-O0 W ¢M ■ U _ z M m Lo (a O CD � o WZ�E �- � N > M �(10 �X (n °� coLL Z Q°° N W W� 06 Z (D O z Un N W �M w F— N co O co N 0 \NEER o w ❑- > U moo- %38 �c U) P*ftft C) W 06 0 Q N d � � N w , W I.IJ u- N •� N w w = no LL -U, J m U) cy) zLU � v otS P%kam w W w W WF -W W uj 0 LL a o a \NEER o w ❑- > U moo- %38 �c c 0 n L N c CL c- 0 E L_ 0 41 V) c U) P*ftft C) z 06 0 Q N d � � Z w , W <Qo N N °� U) cy) zLU � v otS P%kam w Q O W � 0 c 0 n L N c CL c- 0 E L_ 0 41 V) c 0 DATE 9/09/2020 PA JOB No. 3142 11 ca SHEET > 0 0_ E6 G COB RECORDS No. OF 9 SHEETS z 0 W 0 DATE 9/09/2020 PA JOB No. 3142 11 ca SHEET > 0 0_ E6 G COB RECORDS No. OF 9 SHEETS CONSTRUCTION NOTES EO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT O INSTALL SEWER = INSTALL STORM DRAIN Q INSTALL STORM DRAIN MANHOLE CIO INSTALL TYPE "A" CATCH -BASIN - PROPOSED STREET CENTERLINE - - PROPOSED STREET RIGHT-OF-WAY — — PROPOSED WATER - — — — — - EXISTING SEWER Z w EXISTING STORM DRAIN SD STORM DRAIN STATION SS SANITARY SEWER STATION ® SEWER LATERAL CROSSING PER DETAILA 2 © SEWER MAIN CROSSING PER DETAIL B 2 10 / I+ � o Q�" ! 10+00.00 Q / , C3 co h � ��/ 0x0 0+ I 11 12 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 4.5' COVER MIN. TO 7' MAX. OF COVER AT THE END OF THE LATERAL UNLESS OTHERWISE APPROVED BY CITY ENGINEER. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": REMOVE AND DISPOSE OF 50 L.F.± 30" STORM DRAIN FROM EXISTING SD MANHOLE TO EXISTING OUTLET STRUCTURE. REMOVE AND DISPOSE OF EXISTING TEMPORARY OUTLET STRUCTURE. NOTE "C": MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE TO RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. PG&E GAS NOTES: CALL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON-UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 60" OF COVER IS TO BE OVER THE TRANSMISSION LINE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. 4' TYP] N Z U)lr7 4' TYP+ 13 S56'48'31 "E u) 00 12 Lo n 15 13 int PHASE 6 VERGENNES C01 IRT N 6 M 5' INSTALL 100.0± L.F. t- J OX W . w _jSTREET O OZ = 1�20< Z RO. TRACT 7317-3 `; ; ►' ; �► 1 11 1 NN w BROOKLINE LANE "" w ++ (SEE SHEET 4) n� `n 7 1 11 160'' Ilfl1 o 4' TYP] N Z U)lr7 4' TYP+ 13 S56'48'31 "E u) 00 12 Lo n 15 13 int PHASE 6 VERGENNES C01 IRT N 6 M 5' 30 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' 352...... INSTALL 100.0± L.F. INSTALL 271.3± L.F. wa� zai OX W . w _jSTREET 6" PVC SEWER @ 1.00% 8" PVC SEWER ® 0.35% ..OH 0 co 00 I- C14 J RO. TRACT 7317-3 `; ; ►' ; �► 1 11 1 -1 r- F--- W _1 t- W J oz OOz 0 o Lo Z w OZ Q = Q ----: ---.-: --.-=-._rT__--- i Q.i[ to 1 It : 348 c>0 v coo a�a, :...............: 00w 00(f NNaf . . . 00 00 o o Li ------------- i -I.------------ C-4 rn �'� ' lz� �4' ......... :..................... : cn V V) N ,•��'S `°,�`L. . . . . . .. . . . . 30 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' 352...... ................... .................................................... wa� zai OX W . w _jSTREET ..... .....352 it ..OH 0 co 00 � �.'� ............. . RO. TRACT 7317-3 `; ; ►' ; �► 1 11 1 '' ct o� W `' 1 1 601 > 1 1, t I rt20' t t 1 t1 (EXISTING) 110 t► 20'1 t t'� I I • CSJ ABODE SEWER MA/N �`�'`:: 1 1 i LU cn 1 1; 1 1 1 '1 � I 1 t 1 , , � t r 348: <0 _ :-_.__._ ___----=-----.- ----: ---.-: --.-=-._rT__--- i Q.i[ to 1 It : 348 .......................... 344:...: :....... ..................................................... :....... : :...............: :.......: :.. ............ ...........344 N . . . . . . .+ .... 11 —}— . . . . . . . . . . . . . . . . . . . . - ------------- i -I.------------ C-4 rn �'� ' lz� �4' ......... :..................... : -T---r�r-----n-i-7---------= --+---Imo'----�--------1 5� -- t Z,1 11 I, 340. . . . . . . . . . ,•��'S `°,�`L. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . • CONNECT40N . . •CONSTRUCT• DROP' . . . . . . . . . . . 340 . . . . . . .,. . . . . .ABOVE. SEWER. /Y,4 IN . . . . . . . . . . . . W W It t 1 11 1�: � 1 PER C.O.B. STD. DWG. SW-3. Q ................................:•••:•••..................................... w 348:......... LLJ n -------- ----* .......... 348 .................. 1 . 4 `..... L 336 ........ :........... :.................... :........ :........ :....... `. :336 ............................................................................................. 344........: ............. . ......... ................:;.;. :344 . 332:.. . . . . :...... . . . . . . . . . . . . . . . . . . :.......: . :332 10+00 11+00 12+00 13+00 14+00 EX. 6" SEWER y SEWER MAIN PROFILE 340: v,� \� ��2 �, ........... 'elr J 1 / ,; ��,� v\� X 24" INV=. :340 34.0.1± 35 �v LO -1 of W J H OZ o �Q OO OO w ggw 34 U) O Lp 24.3 "v- cd 44.6' 36 g+90 huh O- 00 Ox 37 10+00.00 �n 00 U" 33.81 -/1 Lo 0 PHASE 6 wl' 100 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' `�Z WATERFORD wa� zai OX W . w _jSTREET W it ..OH 0 co 00 (SEE SH SET 3� 33 uJ °� �' 1 + TRACT 7317-3 `; ; ►' ; �► 1 11 1 J(n Z ct o� W `' 1 1 601 > 1 1, t I rt20' t t 1 t1 (EXISTING) 110 t► 20'1 t t'� I I • CSJ i t► i; I _ 11 �1 41 11 cn 1 1 i LU cn 1 1; 1 1 1 '1 � I 1 t 1 , , � t r `CD <0 _ _ t 11 ` 1 4' TYP + i Q.i[ to 1 It _ --__-_====?1 �--� ----------C)----------- I 1 t t --' y-----rilJ------------ 356. N o 1 ---------}-----------------1 1 1 It 1 1 10+99.78 i ;► 1 ;; �? t t l 1 N . . . . . . .+ .... 11 —}— . . . . . . . . . . . . . . . . . . . . - ------------- i -I.------------ C-4 rn �'� ' I 1 t t t;l + t t 1 1 - �4' ......... :..................... : -T---r�r-----n-i-7---------= --+---Imo'----�--------1 5� -- t Z,1 11 I, -•is TYP]oo --------------_It It1 t APPROXIMA TE DES/GN 'GRADE: + C) W t it 1 1 t It 1 1 il� It 1 . . . . . . .,. . . . . .ABOVE. SEWER. /Y,4 IN . . . . . . . . . . . . W W It t 1 11 1�: � 1 Q Q TRACT 7317-3(EXISTING)39in w 348:......... LLJ n -------- ----* 348 .................. 1 . PHASE 6 wl' 100 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' U �� U- pUw Ep wow z� 0w wZW a' JF-0Fi_u-ZaZ w=¢z')0Wco=o Wco=wZ�> �u-~hoz_j01— zww0- p ww=i�:Jcn=�z� wzOw`�w`nww Zr-U�.cno0LL T z �Li ""S¢m(w) zz:waWz�O°z0 � 0 Mn000pa 00"'zT�Z�"'p wz< t15 �nw Q�xozmaoom wWLq oO�Q�zO¢ z�Z0� owoLLI< 00 ¢wE=QwNwoUa Zpoa wWwLL•'wozQ oaZarW>o�o: ¢=0W�ZWQo� <zcnu�v z w w ow aw.�cwi�QQUwcn�o �Ww=ZawW�� QJoWSoao�r cnIaFM- W>W � 2WT6=z¢QOn Z D= U W= C'W <zr-='>OJOCD LnwoUJw ==wom W-- 0 Z > ° ¢D >> w2-cnp- ca a w w U z o> H CL wwUOwzci>-N ==w=Owz= r -r -oar -00I¢2 U E o M o Q0 U) .� O E Z o� E w M U O (1) X Lr- Q U) 0 a) co ti (%) Z cu QmN W oz5 W N M W Z N O o Z � M W w ~ 00 o 0 6" INSTALL 99.8± L.F. PVC SEWER © 1.00% wa� zai ui W it Z r 0 J� J J(n Z W i • COZ O z Ow J v� -�zi LLI cc i 00 mo 356. C3 6 ai -+u)�w' U) cy) . . . . . . .+ .... .. . . . . . . . . . .+a ................ C) . . . . . . . . . . . . . . . . . . . . . . . . . . . . .356 352: ......... :..................... : :........: :352 � APPROXIMA TE DES/GN 'GRADE: W W . . . . . . . . . . .,. . . . . .ABOVE. SEWER. /Y,4 IN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co w 348:......... LLJ n -------- ----* 348 .................. ... REMOVE EXISTING TEMPORARY 11 SEWER CLEANOUT AND EXTEND r I.I . . . . . SEWER -MAIN . . . . . 1 . . . . . . . . u . II 344........: ............. . ......... ................:;.;. :344 1 1 SEE MOTE "A" . 1 . . . . . . . . . . . . .. . . . . . . . . . . . . -. �:-.-- . �� .�/� . . . . . . . . . . . . . . . . . EX. 6" SEWER y 340: v,� \� ��2 �, ........... 'elr J 1 / ,; ��,� v\� X 24" INV=. :340 34.0.1± .............................................................................. 336: :...... :............336 10+00 11+00 12+00 13+00 SEWER MAIN PROFILE U �� U- pUw Ep wow z� 0w wZW a' JF-0Fi_u-ZaZ w=¢z')0Wco=o Wco=wZ�> �u-~hoz_j01— zww0- p ww=i�:Jcn=�z� wzOw`�w`nww Zr-U�.cno0LL T z �Li ""S¢m(w) zz:waWz�O°z0 � 0 Mn000pa 00"'zT�Z�"'p wz< t15 �nw Q�xozmaoom wWLq oO�Q�zO¢ z�Z0� owoLLI< 00 ¢wE=QwNwoUa Zpoa wWwLL•'wozQ oaZarW>o�o: ¢=0W�ZWQo� <zcnu�v z w w ow aw.�cwi�QQUwcn�o �Ww=ZawW�� QJoWSoao�r cnIaFM- W>W � 2WT6=z¢QOn Z D= U W= C'W <zr-='>OJOCD LnwoUJw ==wom W-- 0 Z > ° ¢D >> w2-cnp- ca a w w U z o> H CL wwUOwzci>-N ==w=Owz= r -r -oar -00I¢2 U E o M o Q0 U) .� O E Z o� E w M U O (1) X Lr- Q U) 0 a) co ti (%) Z cu QmN W oz5 W N M W Z N O o Z � M W w ~ 00 o 0 \IJEER O _o vi Q- V) W > 0 ILI- � V O Ov> � 5/038 1 . wa� zai ui W Z r 0 EN o 0 W i • 0U) L_a i -�zi LLI LL i '> U) cy) ol C) o III = m � W W W co w LLJ w a.a� \IJEER O _o vi Q- V) W > 0 ILI- � V O Ov> � 5/038 U a •� 1 . wa� zai ° o W Z r EN o 0 W i • 0U) L_a i -�zi i U) cy) ol C) rsx P%%w U) U a •� wa� zai ° o W Z r EN o 0 W ry 0U) L_a w > 0 C 0 U) I N c o' 0- L 0 E 0 41 c U) z 0 W v DATE 9/09/2020 co PA JOB No. 3142 SHEET 0 L E COB RECORDS NO. OF 9 SHEETS CONSTRUCTION NOTES G) .INSTALL SEWER MANHOLE Q INSTALL SEWER CLEANOUT INSTALL SEWER INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN PROPOSED STREET CENTERLINE PROPOSED STREET RIGHT-OF-WAY CN Q. PROPOSED WATER - — — — — - EXISTING SEWER EXISTING STORM DRAIN SD STORM DRAIN STATION SS SANITARY SEWER STATION SEWER LATERAL CROSSING PER DETAILA T2 @ SEWER MAIN CROSSING PER DETAIL tB� \1v 5 Lo + 4"7 0 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 4.5' COVER MIN. TO 7' MAX. OF COVER AT THE END OF THE LATERAL UNLESS OTHERWISE APPROVED BY CITY ENGINEER. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": REMOVE AND DISPOSE OF 50 L.F.± 30" STORM DRAIN FROM EXISTING SD MANHOLE TO EXISTING OUTLET STRUCTURE. REMOVE AND DISPOSE OF EXISTING TEMPORARY OUTLET STRUCTURE. NOTE "C": MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE TO RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. PG&E GAS NOTES: CALL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON–UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 60" OF COVER IS TO BE OVER THE TRANSMISSION LINE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. 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MSW Lo + w Lu T_ V) LAJ U) V) LAJ 01toW 0 (f) Ld Cy) V) V) V_ V) (10 Ir- V) F_ V) V) (n V) C14 V) V) D < co 0 PHASFS 6 7 EN TIRf - STORM DRAIN SYSTEM EXCEPT Z A TERALS TO L 0 20 40 80 CA TCH-SASIN(5) 4 & 5) SHALL RE CONSTRUCTED HORIZONTAL: 1"=40' W TH PHASE 6 TO PROPOSED SUMP. VERTICAL: 1"=4' o r ry INSTALL 136.0± L.F. INSTALL 400.0± L.F. INSTALL 400.0± L.F. INSTALL 129.1± L.F. vmm Lu 6" PVC SEWER @ 0.50% T 8" PVC SEWER @ 0.35% 8" PVC SEWER @ 0.25% 6" PVC SEWER @ 1.00% CNI 11 � (o 11 �_ 11 �- r- 11 00 Witt Z*: II Lu 06 _j F_ :D -c> V) 0 C:> V) 0 -C> V) 0 0(/)0 -C) 0 0 (n 0 T5 oz Z _r ozm a z -r 5z -r 0 z z 0 < oz z: C50 < (=;o Z z C;o < L_ 60 < LLI 1 0 ui OV ui o < < _j 11-1 M m -i C:) 0 0) C:> 0 0) 0) c> CD 01) cr) w 0 0) 01) Of 0) 0) Of 0 v -- CD c� cr� Lci w C:� c� m -7 Vi of C) UJ Lr) (o c� Lci c� Lci L0 Lo 0 (60) Ill C4 Is') 04 L0 + LLJ IN+ 0) + Lu 04 +±N 00 ui ui +0) V) +n V) +Lo +m + V) m Inv- 0 T- 0 356 ..... .................................................... lr-.(,a >_ .... 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M n 0 352 _0 ...... ........................... . .................................................................................................................................................................................. c: APPROXIMATE DESIGN GRADE ABOVE SEWER MAIN c: o' a - ------------------------------ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................................................... .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I L_ ------------- ------------------ --------------- ------------------ ------------------------------------------ -------------- ------------------- V) 348 " ................................. ............................................................................... ............................................................................... ...................... ......... 348 CIA.1-1- /—CONSTRUCT TEMPORARY SEWER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CLEANOUT (TO BE' REMOVED WTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c - FUTURE PHASE CONSTRUCTION CONSTRUCT DROP CONNECTION* PER C.O.B. STO. DWG. 'SW -3. 344 ...... .......... ............ ................... _7 A. tK E ro EXISTING '34" HIGH 0 N HIGH "PRESSURE: GAS M . . . . . . . . . . . . . . . . . . . . . . . . . 41 ';� I . . . . . . . . . . 3.F . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... I EXISTING. 34 .. HIGH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . A�N� . . . . . . . . . . . . . tK PRESSURE GAS MAIN 'b -7 -- — — — — — — -- ..... _v. 7 c - z 0 O n, CN Q. w u_ or w 0 w z 0 a_ ... 0 .. Z w z 0 U) uj w w n 0 LL w ILL 0� 8- a / 4 TYP N C14 (o r- OOL X_ — — ER A /-GA V v -0 - -0 A A pp, N __TA N vi co A N N VI IN m EXISTING 34" HIGH -o CO3 C) - EXISTING 34" HIGH a C) -0 EXIS - 0 A%-,, -.4- 00 'd- -4- 15+20.99 2 00 -4- C5 20+45.10 O'Q -- 007 9+90.66 PRESSURE GAS MAIN 14+05.99 > 0 �o 6AS I- - - 4- 10- A! i I -GAS 1 9 - PRESSUREf� !3 GAS -4- - 0 Lo 1 6 6 S `5V ^c' le S56-48 z -6A z A- 5, o - 1 1 1 :j IIu)- 12 13 14 15 16 17 19 N7 20 U-1 w _b _b V) _0 C) 0 V) -cl -CD A T A *f1b p 0 co 71c j L15+2 0) > c) C:) I,_ )�c CD S ...........38 L00 oo 4' TYPj r�o) 0 rl- U-) 4' TYPI rn) 't + + + + + + + + coco00 — m op PV 5p '000, F- '00000 �,,-0 F_ o LLJ op ol 1C) C) 0 00000 L =3 r;o 0116 51 0 p 4 V) jj1111111111jjj z z z z z z D CD 0 uj bo 00 Ld 00 Lu 0 0 00 c� C> _j 00 uj 00 -1 C:) (-) _j C) 0 0 6 C> 0 0 7 0 8 9 10 0 17 18 19 20 0 21 d z Z 0 C)o z'_Gm) z 9 00 >V-1 ....0C3_ a) z ..ern OR z Z� LLjLLI �r� . _j m Lri < 0(6 (no < 0) U") < CD Lo _3 CD c) NOTE "D": 50' WIDE PG&E GAS PIPELINE EASEMENT 00) < 0) C-4 :2 N :2 T_ Lo 0 CD 0) C6 + W + L6 + L6+ V) 0 6+ tr Lo w w RECORDED JANUARY 21, 2010 AS DOCUMENT NO. cn � n- C14 u') ui C14 0) L0 0 o) CN ::: w + m + + + C'4 + 0210008590 OF OFFICIAL RECORDS. MSW Lo + w Lu T_ V) LAJ U) V) LAJ 01toW 0 (f) Ld Cy) V) V) V_ V) (10 Ir- V) F_ V) V) (n V) C14 V) V) D < co 0 PHASFS 6 7 EN TIRf - STORM DRAIN SYSTEM EXCEPT Z A TERALS TO L 0 20 40 80 CA TCH-SASIN(5) 4 & 5) SHALL RE CONSTRUCTED HORIZONTAL: 1"=40' W TH PHASE 6 TO PROPOSED SUMP. VERTICAL: 1"=4' o r ry INSTALL 136.0± L.F. INSTALL 400.0± L.F. INSTALL 400.0± L.F. INSTALL 129.1± L.F. vmm Lu 6" PVC SEWER @ 0.50% T 8" PVC SEWER @ 0.35% 8" PVC SEWER @ 0.25% 6" PVC SEWER @ 1.00% CNI 11 � (o 11 �_ 11 �- r- 11 00 Witt Z*: II Lu 06 _j F_ :D -c> V) 0 C:> V) 0 -C> V) 0 0(/)0 -C) 0 0 (n 0 T5 oz Z _r ozm a z -r 5z -r 0 z z 0 < oz z: C50 < (=;o Z z C;o < L_ 60 < LLI 1 0 ui OV ui o < < _j 11-1 M m -i C:) 0 0) C:> 0 0) 0) c> CD 01) cr) w 0 0) 01) Of 0) 0) Of 0 v -- CD c� cr� Lci w C:� c� m -7 Vi of C) UJ Lr) (o c� Lci c� Lci L0 Lo 0 (60) Ill C4 Is') 04 L0 + LLJ IN+ 0) + Lu 04 +±N 00 ui ui +0) V) +n V) +Lo +m + V) m Inv- 0 T- 0 356 ..... .................................................... lr-.(,a >_ .... IT --.V> IN .356 a: * * * ' * ' * I * I I * * I * * * * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . (a . . . . . . . . . . . . . . . . . . . . . . . . (Al < 0 of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M n 0 352 _0 ...... ........................... . .................................................................................................................................................................................. c: APPROXIMATE DESIGN GRADE ABOVE SEWER MAIN c: o' a - ------------------------------ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................................................... .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I L_ ------------- ------------------ --------------- ------------------ ------------------------------------------ -------------- ------------------- V) 348 " ................................. ............................................................................... ............................................................................... ...................... ......... 348 CIA.1-1- /—CONSTRUCT TEMPORARY SEWER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CLEANOUT (TO BE' REMOVED WTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c - FUTURE PHASE CONSTRUCTION CONSTRUCT DROP CONNECTION* PER C.O.B. STO. DWG. 'SW -3. 344 ...... .......... ............ ................... _7 A. tK E ro EXISTING '34" HIGH 0 N HIGH "PRESSURE: GAS M . . . . . . . . . . . . . . . . . . . . . . . . . 41 ';� I . . . . . . . . . . 3.F . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... I EXISTING. 34 .. HIGH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . A�N� . . . . . . . . . . . . . tK PRESSURE GAS MAIN 'b -7 -- — — — — — — -- ..... _v. 7 c - 340 tJ . . . . . . . . . ............................................................ . . . . . ........................................................................................................ 340 DATE 9/09/2020 PA JOB No. 3142 cn .................................................. 41 C SHEET E 3360 * ................................................................................................................................................................................. ............................................... 336 . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SEWER MAIN PROFILE COB RECORDS No. OF 9 SHEETS z 0 w or 340 tJ . . . . . . . . . ............................................................ . . . . . ........................................................................................................ 340 DATE 9/09/2020 PA JOB No. 3142 cn .................................................. 41 C SHEET E 3360 * ................................................................................................................................................................................. ............................................... 336 . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SEWER MAIN PROFILE COB RECORDS No. OF 9 SHEETS CONSTRUCTION NOTES O INSTALL SEWER MANHOLE Q INSTALL SEWER CLEANOUT J INSTALL SEWER OU)o INSTALL STORM DRAIN © INSTALL STORM DRAIN MANHOLE z INSTALL TYPE "A" CATCH -BASIN - PROPOSED STREET CENTERLINE - - PROPOSED STREET RIGHT-OF-WAY — — PROPOSED WATER -- — — — — — EXISTING SEWER _— — — —= EXISTING STORM DRAIN SD STORM DRAIN STATION SS SANITARY SEWER STATION �A SEWER LATERAL CROSSING PER DETAIL A 2 © SEWER MAIN CROSSING PER DETAILB 2 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 4.5' COVER MIN. TO 7' MAX. OF COVER AT THE END OF THE LATERAL UNLESS OTHERWISE APPROVED BY CITY ENGINEER. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": REMOVE AND DISPOSE OF 50 L.F.± 30" STORM DRAIN FROM EXISTING SD MANHOLE TO EXISTING OUTLET STRUCTURE. REMOVE AND DISPOSE OF EXISTING TEMPORARY OUTLET STRUCTURE. NOTE "C": MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE TO RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. 34 1 35 � U 1 l wz W 00 0 �Q OLO M �+W � O Cy) Cn (n 20 19 0 00 4TYP-1 o A A 00 LO I 00 M -�1- 11+39.53 00'5244"W 000 52.7' B LO .00 s 4' TYPTcuO T+ I CD _ Zg 5• II k ~ 0' 15 16 O O Lci Pr) Q W MOJ fid- C) + cr d- Ljj ±(n N Ml&"Nj al 1 im• 17 PG&E GAS NOTES: CALL 811 (1-800-2227-2600) A MINIMUM OF . 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON-UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. ANY UNDERGROUND. STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 60" OF COVER IS TO BE OVER THE TRANSMISSION LINE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. 2n —Z Ni ---- 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' INSTALL 154.5± L.F. ENT/RE STORM DRAIN SYSTEM (EXCEPT LATERALS TO 6" PVC SEWER @ 1.0% CA TCH-BASINS) 4 & 5) SHALL BE CONSTRUCTED ii N !i WITH PHASE 6 TO PROPOSED SUMP. 11 U �k = z LL J� J w OZ OU)o OZ C) z z BROOKLINE LANE o M (SEE SHEET 5) o W w oo (/1 o � �u� o= + o0 + �En 11111 O 352 .........`� U) �, .......... 352 60 r*4*ftft 1 10' APPROXIUA TE DESIGN GRADE 20' 20' 10' . . . . . ABO SEtyE`R MAIN. U) 5' 1 348 :...:...:.�. . . --.----: . . . . . . . . . . .—..:...:...:...:...: . . . . . . . . . . 5' . . . . ..................................................... . 344: . . . :...... :...... . . . . . . . . :. .: . . :344 ..........,, ; ; . ... � ,�,��............. 34 1 35 � U 1 l wz W 00 0 �Q OLO M �+W � O Cy) Cn (n 20 19 0 00 4TYP-1 o A A 00 LO I 00 M -�1- 11+39.53 00'5244"W 000 52.7' B LO .00 s 4' TYPTcuO T+ I CD _ Zg 5• II k ~ 0' 15 16 O O Lci Pr) Q W MOJ fid- C) + cr d- Ljj ±(n N Ml&"Nj al 1 im• 17 PG&E GAS NOTES: CALL 811 (1-800-2227-2600) A MINIMUM OF . 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON-UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. ANY UNDERGROUND. STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. 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