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Home My WebLink About1.2-7264 Record DrawingSTANDARD C.O.B. STORM DRAiN NOTES N.O.R.S.D. STANDARD NOTES GENERAL NOTES -' -= -=-- - - --- 1. STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS 111 WITH RUBBER 1. THE SEWER FACILITIES TO BE DEDICATED TO THE N.O.R.S.D. SHALL BE 1. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR �_s..E T C H A R T R 0 A D (C0. Ro. No. 719 = GASKET JDINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE WORK IN THE UNDEDICATED ROADWAYS ON THIS ..`",___._.... _ -_) _ CONTRACT PLANS. THE N.O.R.S.D. PROPERTY UNTIL A SUBDIVISION PERM D' HAS BEEN �� __ REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL. CONFORM TO THE 2. THE TOP OF THE COVER THE N.O.R.S.D. SHALL 8E NOTIFIED AT LEAST OBTAINED. ---- - i ��_ PROVISIONS IN SECTION 65, TO CONCRETE PIPE', OF THE STANDARD TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. 2. COMPACTION TEST NOTE.- COMPACTION TESTS SHALL SPECIFICATIONS AND THESE SPECIAL PROVISIONS. TEL.: (661) 399-6411. BE THE RESPONSILBILTY OF THE DEVELOPER/ 1 1 2 1 ' I a 1 $ 11 0 2� EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE 3. THE CONSTRUCTION PLANS MUST BE APPROVED BY THE N.O.R.S.D. PRIOR SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION u 18-D PHASE 6 I � I SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE TO THE START OF ANY SEWER CONSTRUCTION. TWO (2) SETS OF APPROVED OF REQUIRED TESTS SHALL BE DETERMINED BY THE I PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. PLANS SHALL BE FURNISHED TO N.O.R.S.D. AND ONE (1) SET OF THE SAME CITY ENGINEER. B -t LATE a C o u R T SMH t HYDROSTATIC TESTS SPECIFIED BY BECTON fi5-1.08 "LAYING SIPHON AND PRESSURE TO THE DISTRICT'S ENGINEER. PRIOR TO DISTRICT APPROVAL THE PLANS 3. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE SMLH--- S _ e s 7 I PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. MUST BE SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. DAMAGED OR DO NOT MEET CURRENT STANDARDS SET >R q 2 TI ----H ----- REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO 4• PRIOR TO ACCEPTANCE OF THE SEWER FACILITIES, ALL NECESSARY EASEMENT BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR It3� I 1 " I SECTION 65-1.060, 'RUBBER GASKETED JOINTS", of THE STANDARD SPECIFICATIONS. DOCUMENTS SHALL BE PROPERLY EXECUTED AND RECORED. TWO (2) COPIES UPGRADING AS PER CITY ENGINEER. Q 12 11 10 s Tn EACH OF THE RECORDED DOCUMENTS SHALL BE FURNISHED TO N.O.R.S.D. 4. WITH PHASE 1, SNOW ROAD AND QUAIL CREEK ROAD II ° HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE 5. PRIOR TO THE ACCEPTANCE OF THE SEWER FACILITIES, ALL PIPING SHALL BE IMPROVEMENTS SHALL BE CONSTRUCTED TO THE y -J CAREFULLY HANDLED AT ALL TIMES ONLY SUITABLE AND PROPER EQUIPMENT AND VIDEO INSPECTED. APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAUUNG, UNLOADING, HANDLING NORTHERN BOUNDARY OF PHASE 1. s E -"- -- 6. THE MANHOLE FRAME AND COVER AND CONCRETE SUPPORT FOR MANHOLES THE REST OF QUAIL CREEK ROAD FROM PHASE 1 AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED a s 3I------� ___ RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING SHALL BE RAISED AND CONSTRUCTED TO FINISHED PAVED GRADE AFTER THE AND ETCHART ROAD IMPROVEMENTS SHALL BE U I I 1 - WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE PAVING OPERATION IS COMPLETED. THE RING SECTION SHALL NOT BE MORE CONSTRUCTED WITH PHASE 4. o II 18'o PHASYJ. J 1 > ( - - REJECTED. THAN 18" FROM THE CONE. THE COMPLETE SEWER SYSTEM SHALL BE 5. TEMPORARY FLOWAGE AND DRAINAGE EASEMENT TO fl rr _ PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES COMPLETELY CLEAN PRIOR TO ACCEPTANCE. 8'S = I- --1 THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT 7. WORK IN THE STATE OF CALIFORNIA, THE COUNTY OF KERN, OR THE CITY OF CITY OF BAKERSFIELD (NORTH HALF) PER DOCUMENT A L B I o N C 0 U RsT 1 e I ---- NUMBER 218009716 DATED 01/26/18, O.R. v _ ACCORDANCE HATH MANUFACTURER'S RECOMMENDATIONS. BAKERSFIELD RIGHTS-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE APPROPRIATE ENCROACHEMENT PERMITS. 6. TEMPORARY FLOWAGE AND DRAINAGE EASEMENT TO O� PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS CITY OF BAKERSFIELD (SOUTH HALF) PER DOCUMENT " --- DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED NTH EACH PIECE LAID TRUE B. THE SEWER SYSTEM, INCLUDING LATERALS, SHALL BE HYDROSTATIC WATER OR 1a " 1 +2 1 ++ 1 ,0 „°° " i TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT AIR TESTED, AFTER ALL UNDERGROUND UnUTIES ARE CONSTRUCTED, AND PRIOR NUMBER 218009717 DATED 01/26/18, O.R. WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE AS THE TO PLACING STREET PAVEMENT. WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND 9. EXISTING SEINER LOCATION AND FLOWUNE SHALL BE VERIFIED IN THE FIELD BY u -}--�C __ -.- I DEBRIS OF EVERY DESCRIPTION, PIPE SHALL NOT BE WD WHEN THE CONDITION OF THE THE CONTRACTOR BEFORE START OF CONSTRUCTION. THE DISTRICT SHALL BE II PHASE 4 � 1 i TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES MEN WORK IS NOT IN PROGRESS, " NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. + 2 2 1 a 1 5 x L___ OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. I� I , i WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO 10. ONE COMPLETE SET DRAWINGS (MYLARS) SHALL BE FURNISHED TO THE DISTRICT -_I _1_SDMH FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT ON COMPLETION OF CONSTRUCTION. 18b 1 18"D L PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN 11. ALL PHASES SHALL BE CONSTRUCTED SIMULTANEOUSLY. IF CONSTRUCTION IS 8'S SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF PHASED, INSTALL A TEMPORARY CLEANOUT PER N.O.R.S.D. STD. DTL. S-6 JUST A- s I s I THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. BEYOND THE PHASELINE. REMOVE TEMPORARY CLEANOUT WHEN SEWER IS $ j " m L-""------ - -- THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM CONSTRUCTED IN NEXT PHASE. lel ��--� 1 BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. 3 ,2 11 10 ° 1 1 I CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND � I 1 -_I SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE o u ;> - WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WALL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED a OR INCORRECTLY CUT. - 18"D�- pHS�I ` I � ()-^ � ,3 2 BORED /JACKED PIPE i 1 W CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE 8'S 0° -- I --w - INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE D R O M A N A COURT R 1 a I �' o TOWARD ONE END. SPACE BETWTFN CASING AND PIPELINE SHALL BE BACKFILLED NTH- -- 1 J "+ SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CB -8 r lI 3 I L/ CASING ALSO SHALL BE BACKFILED WITH GROUT OR SAND. THE ENDS OF SPACE u 814 1 13 1 ° I BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT, THE STRENGTH n 1 t2 n 1 W OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REWIRED BY BORING/JACKING OPERATIONS h Ly . 10 -.;. ��'- SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. n 1 I THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF -..- 1 BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. N 3 a s a i ' N � BORING/JACKING OPERATIONS SHALL 8E CONDUCTED IN A SAFE AND EFFICIENT MANNER, 'l ITO . n J _ CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE CB -9. J J - i PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL 8"S.s , ALLOW THE REPLACEMENT OF THE PIPELINE TO THE UNE AND GRADE AS INDICATED ON K E N W I S I R E T I I THE PLANS. CB -10 l ---1 ; . UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE I8'D I I a I - PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION 36 PHASE 1 31 PHASE 32 33 7th. TOTAL STANDARD RD. 1459 844 745 5 99 1 4975 4 3 - 6 6 SNOW ROAD - - IMPROVEMENTS AND NORTH OF RIVER SANITARY DISTRICT NO. 1 FOR SEWER 8 Ov 9 10 12 9 1032 599 575 496 � 7 3747 STANDARD MANHOLE Lu 4 5 OLIVE 2 DRIVE 2 17 TEMPORARY CLEANOUT 2< PR J CT TE - 13 - 18 a 17 SNOW ROAD ELEVATION = 403.02' (PER 2003 COUNTY DATUM) 10. DETAILS 3 16 18" STORM DRAIN LINE LF HAGEMAN 54 1 42 1 699 1 360 1 201 1486 U LF 1 652 1 991 1 u OO t v 2e z5 za " SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING ,II 1 1 I I ---!!! - SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS I I 1 1 i APPROVAL IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL Il I P H.HSE q I I 1 I-------) TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR II 1s 21 2z zi - --- UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF - j t0 j WORKERS OR THE STABiUTY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR 18°D I r _ SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH i� -� SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE 1SMjH, 4 _. s e"S THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A CB -11 R O V E R T O N COURT 1 1 DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID t2 PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE N. 1 m 1© I 3. MINOR STRUCTURES II t8 I n 1 v6 15 1 14 _ 1 MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL ---j PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS II 4 A a 2 , I ,e S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD �1p C� rt I I STANDARD S-12 TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PHASE L^,.t-©1 " --i PLANS. II i- 5 N 1 1 THE PRECAST CYUNDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE H.4 s 8'S STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL II TAM R L A N E J� 15 ( - - BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A tau 1 WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. 13 to I 4. ADJUST SURVEY MONUMENTENCASEMENTS AND MANHOLES SURVEY MONUMENT AND FRAME AND COVER 'NTH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN r- wy ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. ay7SMH 3 i ( THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS 5 I sunav tnr•a AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. �b 1 THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR �SDMHi ` -� I SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REWIRED. ------J _ ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS -- SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. `'EX. SMH 1 S _SM - 2 12 S SDMH H . .._-�--12"S-- SMH 15 CO _ ------ ------ ALL MANHOLES AND CLEANOUTS (EXISTING AND PROPOSED) WITHIN TRACT SHALL 1,,S_N 0 W -.=-ft 0 A D (00. REL NO. 684)- - _ BE ADJUSTED TO FINISH GRADE IN ACCORDANCE "NTH CITY STANDARDS AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC KEY MAP WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET SCALE: 1"=150' DENOTES SHEET NUMBER RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE SUMMARY OF IMPROVEMENTS RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. LOT PAD SEWER IMPROVEMENTS PHASES PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 TOTAL 8" SEWER LINE LF 1459 844 745 720 702 505 4975 12" SEWER LINE LF CITY OF BAKERSFIELD ORDINANCES AND DESIGN STANDARDS FOR STORM GRAIN 655 - - IMPROVEMENTS AND NORTH OF RIVER SANITARY DISTRICT NO. 1 FOR SEWER BOOK 6, PAGE 50 WAS USED AS THE BASS OF 655 4" LATERALS LF 1032 599 575 496 536 509 3747 STANDARD MANHOLE EA 4 5 2 2 2 2 17 TEMPORARY CLEANOUT EA - 1 - - - - 1 STORM DRAIN IMPROVEMENTS SNOW ROAD ELEVATION = 403.02' (PER 2003 COUNTY DATUM) 10. DETAILS C/G .CURB & GUTTER STD. 18" STORM DRAIN LINE LF 1 130 1 54 1 42 1 699 1 360 1 201 1486 24" STORM DRAIN LINE LF 1 652 1 991 1 326 1 158 - - 2127 30" STORM DRAIN LINE EA V, PROPOSED FIRE HYDRANT ASSRWY - SEE GWS PLAN 57 - - - - 57 STANDARD MANHOLE EA 3 5 1 2 1 1 13 CATCH BASIN EA 3 2 2 3 2 1 1 13 OUTLET STRUCTURE EA - 1 - -I - I - I NOTE: IF ALL PHASES ARE NOT TO BE CONSTRUCTED SIMULTANEOUSLY, ADD A TEMPORARY SEWER CLEANOUT AT PHASE BOUNDARY PER N.O.R.S.D. STD. PLAN S-6 & PLUG OPEN END. REMOVE TEMPORARY CLEANOUT WHEN SEWER IS CONSTRUCTED IN NEXT PHASE. VIMITY MAP NO SCALE KERN COUNTY CALIFORNIA SEWER & STORM DRAIN O CONSTRUCTION PLAN '- FOR TRACT NO. 7264 -- INTERSECTION OF SNOW ROAD AND V QUAIL CREEK ROAD ,I OWNER/DEVELOPER: SHEET INDEX: LANDSTONE COMPANIES, LLC 1. COVER SHEET 4927 CALLOWAY DRIVE, SUITE 101 2, LATERA COURT AND ALBION COURT BAKERSFIELD, CA 93312 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF SEWER CONSTRUCTION, N.O.R.S.D. SHALL BE GIVEN TWO (2) WORKING DAYS NOTICE. TEL.: (661) 399-6411 2. PRIOR TO THE START OF ANY PHASE OF STORM DRAIN CONSTRUCTION, C.O.B. SHALL BE GIVEN TWO (2) WORKING DAYS NOTICE. TEL.: (661) 326-3576 3. ALL SEWER AND STORM DRAIN MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE RESPECTIVE AGENCIES HAVE BEEN MET (N.O.R.S.D.-SEWER & STORM DRAIN - CITY OF BAKERSFIELD). CONTACT PERSON: MATT WADE 3. CASELLA STREET AND DROMANA COURT LEGEND (CONT.): TEL NO.: (661) 679-6780 4. KENOCK STREET AND ROVERTON COURT BASIS OF BEARINGS' 5. TAMBURLANE COURT AND ALLENMEIR COURT ENGINEER'S STATEMENT THE BEARING OF N 0'49'33" E SHOWN FOR THE 6. RUTHBURG WAY I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE EAST UNE � THE SOUTHEAST QUARTER OF BECTON MANHOLE STA. 10+00.00 C.L. TO 24+00.00 C.L. CITY OF BAKERSFIELD ORDINANCES AND DESIGN STANDARDS FOR STORM GRAIN 5, T. 29 S., R. 27 E. ON K.C.S. FILED MAP NO. 7-1 7. RUTHBURG WAY IMPROVEMENTS AND NORTH OF RIVER SANITARY DISTRICT NO. 1 FOR SEWER BOOK 6, PAGE 50 WAS USED AS THE BASS OF STA. 24+00.00 C.L. TO 29+46.00 C.L. IMPROVEMENTS AND THAT THEY INCLUDE ALL IMPROVEMENTS OF THE ADVISORY BEARINGS SHOWN HEREON. [� _-- -_ - QUAIL CREEK ROAD AGENCY OR OTHER REVIEW BOARD. BENCHMARK: _ s CONSTRUCT SEWER PER N.O.R.S.D. STANDARD STA. 10+00.00 C.L. TO 16+00.00 C.L. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND K.C.M.B.M. 3.39 PER K.C.S.F.B. #1170, PG. 30 8. QUAIL CREEK ROAD ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS FOUND CH. 1/4 CIRCLE ON TOP OF CURB AT WEST ELEVATION FH STA. 16+00.00 C.L. TO 30+00.00 C.L. AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH END OF THE SOUTHWEST CURB RETURN AT QUAIL 9. QUAIL CREEK ROAD CORRECTIONS REFLECTED ON CORRECTE PLANS SUBMITTED TO THE CITY CREEK/SNOW ROAD ASSISTANT PUBLIC WORKS DIRECTOR STA. 30+00.00 C.L. TO 35+50.00 C.L. EN R. EX. RIGHT-OF-WAY ----- ---- TRACT BOUNDARY SNOW ROAD ELEVATION = 403.02' (PER 2003 COUNTY DATUM) 10. DETAILS C/G .CURB & GUTTER STD. STANDARD 11. SUMP EXHIBIT ._ _- EXISTING WATER APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE a PROPOSED GATE VALVE & VALVE N BOX _ SEE CWS PLAN -- - - - EXISTING STORM DRAIN EXP. 6-30-18 LEGEND: EL/ELEV. IX./EXIST. LEGEND (CONT.): ABBREVIATIONS r.D.M STORM DRAIN IMPROVEMENTS REVIEWED/ FL FLOWU E R/W RIGHT-OF-WAY 351 TP OF MANHOLE APPROVED BY: C. CENTERLINE M.H./MH MANHOLE ELEV. OJR.SD. ELEVATION SMH NORTH OF RIVER SANITARY SDMH SEWER MANHOLE STORM DRAIN MANHOLE - - - - - CENTERUNE DISTRICT NO. 1 CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. STD. [� _-- -_ - TINV. MANHOLE GB GRADE BREAK _ s CONSTRUCT SEWER PER N.O.R.S.D. STANDARD -- �J INVERT SIDEWALK y' ELEVATION FH FIRE HYDRANT w PROPOSED WATER - SEE CWS PLAN DATE PA PROPERTY LINE DWS, DESIGN WATER SURFACE ASSISTANT PUBLIC WORKS DIRECTOR EP, EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY ----- ---- TRACT BOUNDARY CITY OF BAKERSFIELD EXISTING CWS CALIFORNIA WATER SERVICE -.. .. _ EXISTING SEWER C/G .CURB & GUTTER STD. STANDARD IRR IRRIGATION ._ _- EXISTING WATER SURVEY MONUMENT a PROPOSED GATE VALVE & VALVE N BOX _ SEE CWS PLAN -- - - - EXISTING STORM DRAIN ® STORM DRAIN MANHOLE PER COS. STANDARD. EXISTING GATE VALVE -EXISTINGJ GAS v ".. eT r& CATCH BASIN W 15' OPENING V, PROPOSED FIRE HYDRANT ASSRWY - SEE GWS PLAN - - - - - - - _ _ _ PHASfUNE , PER co.a BTXARD OETA D 14. UNLESS OTHERWISE NOTED. ;-, OISONG FRE HYDRANT { EASEMENT LEGEND O NICOLAS FIDLER, R.C.E.61069 DATE $ PROPOSED 2' BLOWOFF PUBLIC WORKS DIRECTOR CONSTRUCT SEWER MANHOLE PER ASSEMBLY - SEE CWS PLAN CITY OF BAKERSFIELD N.o.R.S.o.'S STANDARD DETAIL S-7. /-PIPE SIZEECiION LETTER E)(ISTING SEVER MANHOLE 8"S -UTILITY: AN EXISTING SEWER CLEOUT GG--GWAS� 0-DDERA ` 2 IR -IRRIGATION SHEET WHERE SECTION IS SHOWN SEWER IMPROVEMENTS REVIEWED/APPROVED BY: 5 MIN. TO 7' MAX. UTILITY TRENCH SIDE R/W % MULTIPLE UTILITY 60' TYR 1X MIN, 2L SEWER MAIN I� WATERLINE SIDE + Z WATERLINE IHED STREET COMSIpEW� TVP., , LOT PAD )E 36' TVP. I FTO7 .0AX. 1% MIN. 1 SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND 1k FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM` ! ' UTILITY TRENCHES SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS t rte' ON DEEP SEWER, SLOPE LATERALS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN b TO LOT LINE SO THAT THE END OF CROSSING OVER THE WATERMAIN. i LATERAL IS WITHIN REQUIRED A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE BE CONSTRUCTED OF A CONTINUOUS 26 SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC PIPE OR EQUIVALENT, CENTERED CENTERED ON THE PIPE BEING CROSSED.- DETAIL TYPICAL SEWER LATERAL INSTALLATION PATRICK OSTLY DISTRICT MANAGER NORTH OF RIVER SANITARY DISTRICT NO. 1 JAMES GARDINER, R.C.E. 48280 DISTRICT ENGINEER NORTH OF RIVER SANITARY DISTRICT NO. 1 Exp. (a/ay�/ -,7Z -/7 DATE pl-�.s za/7, DATE Call: TOLL FREE 1-800-227-2600 AT LEAST Tp DAYS BEFORE 1700 DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA WAIL GREEK ROAD SEE SHEET 9 1 A � n+ao II rL S 8911'28' E {i 8"S 8911'29' E 38205 I I 3 TR7µ-- 1 N-� S`W-SEE `r n CWS PLAN O p 2 J W 12, 11 10 M 9 II m$ N N .� o no I II Q, - I o I + I n t + + ++ _ II IImJm $ I M MM_ UmZ� � � I N I N I y NNN II QUAIL CREEK ROAD 13 y J JI -1 r �, RUTHE SEE SHEET 9 % \ � :r SEE LATERA COURT STA. 10+00.00 C.L. TO 13+82.05 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 408 406 404 402 400 398 396 394 392 390 388 386 384 u 6 j3 7 I 10+00 LEGEND: EwanaNs n TOP OF MANHOLE EL FLOWUNE R/W RIGHT-OF-WAY C.L. CENTERUNE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE 2 3 SDMH STORM DRAIN MANHOLE EXISTING GAS DISTRICT NO. 1 CB i T.O.M. TOP OF MANHOLE GB GRADE BREAK INV. " S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT of PROPERTY UNE D.W.S. DESIGN WATER SURFACE EP. EDGE OF PAVEMENT I6I cip EX. RIGHT-OF-WAY E(./EXIST. EXISTING CWS CAUFORNIA WATER SERVICE 00FIQ-a Rimm STD. ciy I I m I Q SURVEY MONUMENT 0 s PROPOSED GATE VALVE & VALVE M STA. 10+00.00 C.L. BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE -: EXISTING GATE VALVE HORIZONTAL PER C.O.B. STANDARD. A � n+ao II rL S 8911'28' E {i 8"S 8911'29' E 38205 I I 3 TR7µ-- 1 N-� S`W-SEE `r n CWS PLAN O p 2 J W 12, 11 10 M 9 II m$ N N .� o no I II Q, - I o I + I n t + + ++ _ II IImJm $ I M MM_ UmZ� � � I N I N I y NNN II QUAIL CREEK ROAD 13 y J JI -1 r �, RUTHE SEE SHEET 9 % \ � :r SEE LATERA COURT STA. 10+00.00 C.L. TO 13+82.05 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 408 406 404 402 400 398 396 394 392 390 388 386 384 u 6 j3 7 I 10+00 LEGEND: EwanaNs WAY TOP OF MANHOLE EL FLOWUNE R/W RIGHT-OF-WAY C.L. CENTERUNE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.QRS.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE EXISTING GAS DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT PA PROPERTY UNE D.W.S. DESIGN WATER SURFACE EP. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY E(./EXIST. EXISTING CWS CAUFORNIA WATER SERVICE C/G CURB & GUTTER STD. STANDARD IRR IRRIGATION I Q SURVEY MONUMENT COURT s PROPOSED GATE VALVE & VALVE M STA. 10+00.00 C.L. BOX - SEE CWS PLAN 0 STORM DRAIN MANHOLE -: EXISTING GATE VALVE HORIZONTAL PER C.O.B. STANDARD. 1" = 5' CATCH BASIN WITH 3.5' OPENING YL' PROPOSED FIRE HYDRANT ITHBURG WAY ASSEMBLY - SEE CWS PLAN SHEET PER C.O.B. STANDARD DETAIL D-14, EXISTING FIRE HYDRANT UNLESS OTHERWISE NOTED. S PROPOSED BLOWOFF 0 CONSTRUCT SEWER MANHOLE- E PER ASSEMBLY -SEE CWS PLAN N.O.RSD.'S STANDARD DETAIL 5-7. PIPE SIZE EXISTING SEWER MANHOLE as—unuTr: EXISTING SEWER CLEANOUT W -WATER S -SEWER G -GAS D -DRAIN IR -IRRIGATION 11+00 12+00 13+00 LEGEND (CONT): 351 WAY TOP OF MANHOLE - - - — CENTERUNE 7 CONSTRUCT STORM DRAIN PER CO.B. STD. — • 5 CONSTRUCT SEWER PER N.O.R.S.D. STANDARD -- w PROPOSED WATER - SEE CWS PLAN ---------- TRACT BOUNDARY I EXISTING SEWER - EXISTING WATER 111 EXISTING STORM DRAIN - EXISTING GAS PHASE LINE ® EASEMENT LEGEND SECTION LETTER - -2 I N N CWS PLAN SHEET WHERE SECTION IS SHOWN 14+00 T MAIL CREEK ROAD SEE SHEET 9 o 0 2 3 4 z o NII I .¢ mO g I N J m 0o .08g $o I I N N zJ ; 4^ ~Ya] gni O K oa a '.H mmm�g N I N ++3 ootid�� F o+ oN I No N 2UWII O 0i7 bm41�Nm I �eO I O ± I + I N o++II 3mmm _------L_L /R� I A 11 +00 - -� 12+00 RUTHBURG WAY SEE SHEET 7 CWS PLAN 5 I i II I I I NMa oNg � N 111 I o$ K 13 12 1 10 1 w e'W-SEE Ilz dwJ w5 1 z No I N N CWS PLAN QmW IIm m+J 1 ( + I N `- ± 200 I UmZ��h20 I IIQ��°-~QOW O N I I n W QUAIL HE ROAD .� 4 inn II 1 I z"`3 I �J_r— WDM I ALBION COURT STA. 10+00.00 C.L. E 38202' 13+000 FL � 406 404 402 400 398 396 394 392 390 388 386 384 7 INSTALL 30.76 LF IN o m CWS PLAN I II I 8 I I 1 � NMa oNg � w 111 ¢ �3 13 12 1 10 Ilz dwJ w5 1 z No I N o I QmW IIm m+J I I ( + C1 O I I m mm h w = W `- ± _ I UmZ��h20 I IIQ��°-~QOW O N I W QUAIL HE ROAD .� 4 QQ II 1 I z"`3 �J_r— WDM ALBION COURT STA. 10+00.00 C.L. TO 13+82.02 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 406 404 402 400 398 396 394 392 390 388 386 384 7 420 INSTALL 4248.. 420 IF OF 18" RCP 418 a 418 EASEMENT LEGEND: 416 0 416 z '•'m o�m OPUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, M. BK. 48, PG. 22 414 o 1- 1`2 I °�' m+" 414, x oF> z iz I bmf O2 15' WIDE CITY OF BAKERSFIELD IRRIGATION PIPELINE R/W s EASEMENT PER DOC. No. 0201118720 O.R. 412 z n ^ I o >"" 412 O20' WIDE DRAINAGE EASEMENT TO BE DEDICATED TO CITY OF BAKERSFIELD WITH FINAL MAP. 410+ I z' 41O O15' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT d J w 1 a No. 0201089312 O.R. m w w 1 w +J 408 OBK. WIDE CHEVRON PIPELINE CO. PIPELINE 111 EASEMENT PER g"' BK. 2271, PG. 190 AND BK. 6877, PG. 1199 BOTH O.R. 5 (TO BE RELOCATED). 406 r i o mo 406 O6 10' WIDE STANDARD OIL CO. OF CALIF. PIPELINE LICENSE AGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION WITHIN THE PROJECT TO BE REMOVED). 404 �� 404 O10' WADE PACIFIC TELEPHONE AND TELEGRAPH COMPANY 6' BLOCK _ COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. 402 "I WALL 402 O30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY Z 1894 O25 WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED 400 APPROXIMATE. 400 TO CITY OF BAKERSFIELD PATH FINAL MAP. FINISHED GRADE 10 20' WIDE SEWER EASEMENT TO BE DEDICATED 398 OVER PIPE 398 TO N.O.R.S.D. BY SEPARATE INSTRUMENT PRIOR TO SEWER PLAN APPROVAL 396 Nv. Zero 396 394 394 �A1 SECTION 2 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 406 404 402 400 398 396 394 392 390 388 386 384 10+00 11+00 12+00 13+00 14+00 418 418 416 R15TALL &42 LF 416 OF 16' RCP 04.16% 414 N a 414 0 e 412 WR/W jjI - ^� 412 'm m'm UN� XIII 410 I m N >w 470 ¢ m'nro 406 + M n n I b(nw 408 Pp'OF�S`RCT/ 406 rtp�g S zo 406 N., 3 404 -- 444 # Eo 6�3o�271 ,f: ,6' BLOCK 402 WALL 402 9'foGd`I<�F 400 APPROXIMATE 400 04�a5.Io FINISHED GRADE 398 OVER PIPE 398 ` °`.• * 1 iv INV. 18'D < vf...., 396 ` I INV 18D co w 3 396 _., <> m eo 394 >� 394 ¢moi 1H aw o dw U z0 1H lAw 3 yw INSTALL 30.76 LF IN %81 i 2 SCALE: I 1" = 5' VERT. 8 S 1 � I �3 I zl $rc I S'm QQ I z"`3 WDM ITHBURG WAY SEE SHEET 7 420 INSTALL 4248.. 420 IF OF 18" RCP 418 a 418 EASEMENT LEGEND: 416 0 416 z '•'m o�m OPUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, M. BK. 48, PG. 22 414 o 1- 1`2 I °�' m+" 414, x oF> z iz I bmf O2 15' WIDE CITY OF BAKERSFIELD IRRIGATION PIPELINE R/W s EASEMENT PER DOC. No. 0201118720 O.R. 412 z n ^ I o >"" 412 O20' WIDE DRAINAGE EASEMENT TO BE DEDICATED TO CITY OF BAKERSFIELD WITH FINAL MAP. 410+ I z' 41O O15' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT d J w 1 a No. 0201089312 O.R. m w w 1 w +J 408 OBK. WIDE CHEVRON PIPELINE CO. PIPELINE 111 EASEMENT PER g"' BK. 2271, PG. 190 AND BK. 6877, PG. 1199 BOTH O.R. 5 (TO BE RELOCATED). 406 r i o mo 406 O6 10' WIDE STANDARD OIL CO. OF CALIF. PIPELINE LICENSE AGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION WITHIN THE PROJECT TO BE REMOVED). 404 �� 404 O10' WADE PACIFIC TELEPHONE AND TELEGRAPH COMPANY 6' BLOCK _ COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. 402 "I WALL 402 O30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY Z 1894 O25 WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED 400 APPROXIMATE. 400 TO CITY OF BAKERSFIELD PATH FINAL MAP. FINISHED GRADE 10 20' WIDE SEWER EASEMENT TO BE DEDICATED 398 OVER PIPE 398 TO N.O.R.S.D. BY SEPARATE INSTRUMENT PRIOR TO SEWER PLAN APPROVAL 396 Nv. Zero 396 394 394 �A1 SECTION 2 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 406 404 402 400 398 396 394 392 390 388 386 384 10+00 11+00 12+00 13+00 14+00 418 418 416 R15TALL &42 LF 416 OF 16' RCP 04.16% 414 N a 414 0 e 412 WR/W jjI - ^� 412 'm m'm UN� XIII 410 I m N >w 470 ¢ m'nro 406 + M n n I b(nw 408 Pp'OF�S`RCT/ 406 rtp�g S zo 406 N., 3 404 -- 444 # Eo 6�3o�271 ,f: ,6' BLOCK 402 WALL 402 9'foGd`I<�F 400 APPROXIMATE 400 04�a5.Io FINISHED GRADE 398 OVER PIPE 398 ` °`.• * 1 iv INV. 18'D < vf...., 396 ` I INV 18D co w 3 396 _., <> m eo 394 >� 394 ¢moi 1H aw o dw U z0 1H lAw 3 yw INSTALL 30.76 LF OF 18' RGP 0 0.81% %81 SECTION 2 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. Know. what's wow. Call before you dig. Z U QUAIL CREEK ROAD SEE SHEET 8 Y Y I 11 n�i II III j$ III J II Dm 3� 1 TOP OF BEARING + 1 H'A S � #N o FLOVAINE RW RUSEE SEE �w s s11'zs° E TOP OF BEARING � H'A S � �I o FLOVAINE RW RUSEE SEE CENTERLINE SHE SHEET WAY 6 W II SMH SEWER MANHOLE II �n 1 II o 1 — PHASE LINE DISTRICT NO. 1 e N $�;4 II TOP OF MANHOLE GB GRADE BREAK II 14 I� S/W u EL/ELEV. QUAIL CREEK ROAD FH SEE SHEET 8 PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE EP. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING ° I CAUFOR41A WATER SERVICE J CURB & GUTTER STD. STANDARD IRR IRRIGATION jNN<j oog I I s PROPOSED GATE VALVE & VALVE N Jt III I ® 1 2----- I PER C.O.B. STANDARD. W PROPOSED FIRE HYDRANT CATCH BASIN WITH 3.5' OPENING ASSEMBLY -SEE CWS PAN I PER C.O.B. STANDARD DEFAIL D-14, JW N I PROEXISPS $ PROPOSED BLOWO FF ® E PER CONSTRUCT SEWER MANHOLE- N NA, Ir J /—PIPE SIZE I 11 Q g'S —UTILITY.. EXISTING SEWER CLEANOUT W -WATER S -SEWER G -GAS D -DRAIN ' IR -IRRIGATION I W I SO -m Vl N 1 Vl W I ,n ,n Tu�� Qw oc I O I mo a0 jm '-� `O I I ro I j z�� iE I o � �caf v�izo zlnl 1 M F _L- F Q I a{Of00 w Z'36 0 E O ~-3W6F6 �+N Iw NNN PLadd 8"S I yrn 16°0 12+00 -— + r - FIL 13+00 0 0 423.05' 14+00 18"D a°S L1 Pi -I --¢ 8"W -SEE ' CWS PLAN m R 1zJ w z o$o J : I Jrc w 3 I?vo RS>� yU�1 I z�wJ rr Q MOUjW' S NtOOJgwq Rrn �l mI ro I I¢aa mzinwJ P+Po I 13 F 112 11 ��-10pm �' d I err +a<a iji I� aii. ciw �il wi-n N I N Iwww Fc�•-Z¢ I , o RUTHBURG WAY CASELLA STREET SEE SHEET STA. 10+00.00 C.L. TO 14+96.80 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL _ _ INSTALL 68.17 LF OF 18° 416 INSTALL 423.05' LF OF 18" RCP 0 Q21% -- RCP *1115% qq 4'16 414cj ! ro� Ili _- ,III —�-- SII — - 11 N ° 9'� -_I 414 412 zl : r _ —~ T �I + w io ro ro . o 412 '-- — s l ..- o zz z 4101 g -I — — --- _zzzz �z SL 410 u 406 ¢ + m w I— j _�_ ��I � z b be -b-o < Www406 �I �r ,I . IJWh tJwOAJWmJw Q07L JQ_W40w� »406 paE W 140 6 404 404 > 402 -{ 402 ADCENTERINED 400 !� �� — —� 400 a.W 398 398 I II —r-- _ 1 l 1— wv 18'o�. wv �II 396 —1--_i 1a•D 396 394� d hIw I I 394 INV. 8 392 392 0ww� 390 Ij IT zw- _- -_-T =eJ,N?j ---1 390 I_ w zzzl I ¢ V<i 388 388 386 INSTALL 400. LF 386 w -- 9" SDR 5 PVC 0 L0.24% 384 384 10+00 11+00 12+00 13+00 14+00 15+00 LEGEND: TOP OF BEARING MANHOLE I � 68.17 o FLOVAINE RW I C.L CENTERLINE � MANHOLE W II SMH SEWER MANHOLE II �n NORTH OF RIVER SANITARY II o 1 — PHASE LINE DISTRICT NO. 1 e CATCH BASIN II TOP OF MANHOLE GB GRADE BREAK II 14 I� S/W SIDEWALK EL/ELEV. QUAIL CREEK ROAD FH SEE SHEET 8 PA O ~-3W6F6 �+N Iw NNN PLadd 8"S I yrn 16°0 12+00 -— + r - FIL 13+00 0 0 423.05' 14+00 18"D a°S L1 Pi -I --¢ 8"W -SEE ' CWS PLAN m R 1zJ w z o$o J : I Jrc w 3 I?vo RS>� yU�1 I z�wJ rr Q MOUjW' S NtOOJgwq Rrn �l mI ro I I¢aa mzinwJ P+Po I 13 F 112 11 ��-10pm �' d I err +a<a iji I� aii. ciw �il wi-n N I N Iwww Fc�•-Z¢ I , o RUTHBURG WAY CASELLA STREET SEE SHEET STA. 10+00.00 C.L. TO 14+96.80 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL _ _ INSTALL 68.17 LF OF 18° 416 INSTALL 423.05' LF OF 18" RCP 0 Q21% -- RCP *1115% qq 4'16 414cj ! ro� Ili _- ,III —�-- SII — - 11 N ° 9'� -_I 414 412 zl : r _ —~ T �I + w io ro ro . o 412 '-- — s l ..- o zz z 4101 g -I — — --- _zzzz �z SL 410 u 406 ¢ + m w I— j _�_ ��I � z b be -b-o < Www406 �I �r ,I . IJWh tJwOAJWmJw Q07L JQ_W40w� »406 paE W 140 6 404 404 > 402 -{ 402 ADCENTERINED 400 !� �� — —� 400 a.W 398 398 I II —r-- _ 1 l 1— wv 18'o�. wv �II 396 —1--_i 1a•D 396 394� d hIw I I 394 INV. 8 392 392 0ww� 390 Ij IT zw- _- -_-T =eJ,N?j ---1 390 I_ w zzzl I ¢ V<i 388 388 386 INSTALL 400. LF 386 w -- 9" SDR 5 PVC 0 L0.24% 384 384 10+00 11+00 12+00 13+00 14+00 15+00 LEGEND: TOP OF BEARING MANHOLE BREMATIONS CENTERLINE 68.17 F.L. FLOVAINE RW RIGHT-OF-WAY C.L CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE — PHASE LINE DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE EP. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING CWS CAUFOR41A WATER SERVICE C/G CURB & GUTTER STD. STANDARD IRR IRRIGATION Q SURVEY MONUMENT s PROPOSED GATE VALVE & VALVE N BOX - SEE CWS PLAN ® STORM DRAIN MANHOLE EXISBNG GATE VALVE PER C.O.B. STANDARD. W PROPOSED FIRE HYDRANT CATCH BASIN WITH 3.5' OPENING ASSEMBLY -SEE CWS PAN PER C.O.B. STANDARD DEFAIL D-14, - FIRE HYDRANT UNLESS OTHERWISE NOTED. PROEXISPS $ PROPOSED BLOWO FF ® E PER CONSTRUCT SEWER MANHOLE- ASSEMBLY -SEE CWS PAN N.O.R.SD'S STANDARD DETAIL S-7. /—PIPE SIZE EXISTING SEWER MANHOLE g'S —UTILITY.. EXISTING SEWER CLEANOUT W -WATER S -SEWER G -GAS D -DRAIN IR -IRRIGATION LEGEND (CONT.): 351 TOP OF BEARING MANHOLE — — — — CENTERLINE 68.17 CONSTRUCT STORM DRAIN PER C.O.B. STD. —.—S— CONSTRUCT SEWER PER N.O.R.S.D. STANDARD — w PROPOSED WATER — SEE GWS PLAN ---------- TRACT BOUNDARY N 89'09'34° W EXISTING SEWER EXISTING WATER 8.42' EXISTING STORM DRAIN EXISTING GAS — — — PHASE LINE ® EASEMENT LEGEND SECTION LETTER --a SHEET WHERE SECTION IS SHOWN PHASE S J S QUAIL CREEK ROAD o II J RUTHBURG WAY SEE SHEET 8 p& F I SEE SHEET 6 V I 1 it N<j W I WJ Om o0 2 3 4 I 5 �3 1 z J o 9p'i V oKy� �J¢ 1 �I Qb1LL W I SO m I "I M ' I O ' O"'3 stioll II mm I amm I m I rn I m I Iw adin a IOf 011 L5 wwN Q Q f� 2'++ N i • /: d � M M d NIn: 3 rc 7 s— s 5 1 11 I S 891P29" E 381.95' 11 +0012 W — - - — }- — 1 0 0 13+00 I II 9"S CWS SEE < n I N II R__ N o 0 1 CWS PLAN ' a¢ ima� I II o$ t I sW t W i I w I F5 V z I Iws I �, I N I ui 1 w o rd vN�n + 14 13 f 12 1 11 n _ < QUAIL CREEK ROAD RUTHBURG WAY SEE SHEET 8 '^ SEE SHEET 6 D R O M A N A COURT STA. 10+00.00 C.L. TO 13+81.95 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LINE TABLE BEARING DISTANCE S 8911'29' E 68.17 PUNE N 00'4831° E 25.42' N 00'48'31` E 15.47 N 89'09'34° W 33.56' N 89109'34" W 8.42' EASEMENT LEGEND: OPUBLIC HIGHWAY EASEMENT PER TRACT No. 5909• M. BK. 48, PG. 22 O15' WIDE CITY OF BAKERSFIELD IRRIGATION PIPELINE EASEMENT PER DOC. No. 0201118720 O.R. O20' WIDE DRAINAGE EASEMENT TO BE DEDICATED TO CITY OF BAKERSFIELD WITH FINAL MAP. O15' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT No. 0201089312 O.R. O16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). Q6 10' WIDE STANDARD OL CO. OF CALIF. PIPELINE LICENSE AGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION WITHIN THE PROJECT TO BE REMOVED). O10! WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172• PG. 434 O.R. 8 30' WADE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 O25' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED TO CITY OF BAKERSFIELD WITH FINAL MAP. 20' WIDE SEWER EASEMENT TO BE DEDICATED 10 TO N.O.R.S.D. BY SEPARATE INSTRUMENT PRIOR TO SEWER PLAN APPROVAL rA • 791 418 INSTALL 418 .25.42 LF INSTALL 15.42 'LF 416 0 039% o0 0.65% 416 416 8.42ALF INSTALL LF 416 OF 18" RCP OF 18" RCP 414 1 � 414 414 1 ® 6.29% 00.15% 414 cJ w.. z8 wwz3 z i R ; 412 m aJ Aw�'� 412 412 o WNN s WIZ s m 412 wiz. a _zzz �ri �' � ijj >: BLOCK tiz 410 soo ooao a�81 410 410 g zzz �� o� l WALL' a_ 410 oio mmmm a ao• r oV. ay �p o+m z M'(M"-nw aa$ W+�' IO+Qwi YW! O+ -O9 Orf Owf O,fYMOMM 408 408 °tM p gyY hMMM> -.Q.j 4OS 4OS W+MMM m+M>>�<� mw o"6f-1 �i d 0 w W Fw w W W W W O Q J F J 406 406 406 w www w W I 406 404 // 404 404 404,r °' \ 402 402 402 j 402 F s szo ' APPROXIMATE ' /l FINISHED 400 GRADE 0 PIPE ' 400 400 APPROXIMATE 400 1p9 �@ 398 398 398 GRADE FINISHED PPE 398 cAL"flea 0 d -DIY Zd 396 396 396 396 I INV. 18"D 396 18'D V N rrS WL O1JL`' 394 ` m- 394 394 wv 1a D o 394 -INN `INV 8 oN$ " 9a `° z a: 392. Y g 3 �° J s w 392 392 392 -ei n4IIJ z J jw r IIP U 390 z w LL a w 390 390390 z" 4 390 0 uI +I 388 388 R < 388 388 i d �drca v zo don ow 386 386 386 S a U a 386 rc1 SECTION %/1 SECTION O 3 SCALE: 1" = 50' HORIZ. 3 SCALE: 1" = 50' HORIZ. Know What's below. 1" = 5' VERT. 1" = 5' VERT. Cal I before you dig. 1> <<II QUAIL CREEK ROAD SEE SHEET 8 LINE WAY F.L. II s n IIf C.L. CENTERLINE M.H./MH MANHOLE ELEV. is w 5N " II. J SEWER MANHOLE o �rc SDMH IIS I " II CATCH BASIN W p q N Z,� II �� 1 I IIS I 2 m PROPERTY UNE D.W.S. M I a 3 4 I Nm EXISTING I1; CALIFORNIA WATER SERVICE m++00w CURB & GUTTER STD. STANDARD IRR w `4' 1 Y O 7 1 1 17 j 16 N 1 N s PROPOSED GATE VALVE & VALVE N M M I; " J J ® STORM DRAIN MANHOLE EXISTING GATE VALVE 0 PER C.O.S. STANDARD. U () � Q W I+� I N ITU h CATCH BASIN WITH 3.5' OPENING � ' PER C.O.B. STANDARD DETAIL D-14, EXISTING FIRE HYDRANT p1G UNLESS OTHERMSE NOTED. n IIS++ CONSTRUCT SEWER MANHOLE PER ASSEMBLY - SEE GWS PLAN N.O.R.S.D.'S STANDARD DETAIL S-7. R/W F PIPE SIZE �r II EXISTING SEWER MANHOLE 3(11 IF 8•S—UTUTY: 1'4 EXISTING SEWER CLEANOUT 4 W -WATER S -SEWER I l JQ 18ro J > V U 1 IR -IRRIGATION 410 II 1 L? n'• I ZK 1 O o �lz II xJ� II �pUO 1 1 Z Op' I yNN I I moo I �I NNN I i QUAIL CREEK ROAD SEE SHEET 8 S 89'11'29• E 497.16' 12+00 i FL LINE WAY F.L. SEE s n 6 C.L. CENTERLINE M.H./MH MANHOLE ELEV. is w 5N " II. J SEWER MANHOLE o NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE I " CB CATCH BASIN W p q N Z,� w I 1 I WOO I 2 m PROPERTY UNE D.W.S. M I a 3 4 z Z Nm EXISTING CWS CALIFORNIA WATER SERVICE m++00w CURB & GUTTER STD. STANDARD IRR w `4' 1 4NN 7 1 1 17 j 16 N 1 N s PROPOSED GATE VALVE & VALVE N M M �0i7 " BOX - SEE CWS PLAN ® STORM DRAIN MANHOLE S 89'11'29• E 497.16' 12+00 i FL J RUTHBURG ml LINE WAY F.L. SEE SHEET 6 C.L. CENTERLINE M.H./MH MANHOLE ELEV. is w 5N " SMH SEWER MANHOLE o NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE I " CB CATCH BASIN W TOP OF MANHOLE OSI N Z,� INVERT S/W 13 I -m FH FIRE HYDRANT I PROPERTY UNE D.W.S. M I a 3 4 O I '+f EXISTING CWS CALIFORNIA WATER SERVICE C/G CURB & GUTTER STD. STANDARD IRR w `4' 1 4NN 7 1 1 17 j 16 N 1 N s PROPOSED GATE VALVE & VALVE N M M �0i7 " BOX - SEE CWS PLAN ® STORM DRAIN MANHOLE EXISTING GATE VALVE 0 PER C.O.S. STANDARD. F � Q W I+� I N •� PROPOSED FIRE HYDRANT h CATCH BASIN WITH 3.5' OPENING � ' PER C.O.B. STANDARD DETAIL D-14, EXISTING FIRE HYDRANT II°J �i , UNLESS OTHERMSE NOTED. n ® CONSTRUCT SEWER MANHOLE PER ASSEMBLY - SEE GWS PLAN N.O.R.S.D.'S STANDARD DETAIL S-7. R/W F PIPE SIZE �r II EXISTING SEWER MANHOLE 3(11 IF 8•S—UTUTY: 1'4 EXISTING SEWER CLEANOUT 4 W -WATER S -SEWER M l JQ G -GAS D -DRAIN � > V U 1 IR -IRRIGATION 410 II 1 g'S II o 0 s it \� II J RUTHBURG ml LINE WAY F.L. SEE SHEET 6 C.L. CENTERLINE M.H./MH MANHOLE ELEV. is w 5N " SMH SEWER MANHOLE J 6 NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE I " CB CATCH BASIN W TOP OF MANHOLE OSI N Z,� INVERT S/W 13 I -m FH FIRE HYDRANT OJ PROPERTY UNE D.W.S. M I a ' rn XRW O I '+f EXISTING CWS CALIFORNIA WATER SERVICE C/G CURB & GUTTER STD. STANDARD IRR IRRIGATION `4' 1 4NN 7 1 1 17 j 16 N 1 N s PROPOSED GATE VALVE & VALVE N M M �0i7 " 13+00 _ j 14+00 8 m0 N T — R/W N 8,W -SEE x i m r 2u m 1 m I m I I CWS PLAN m I 1 w o II KEN") I M 1 M 1 M 1 M YK oMp �'�wsW I w 1 �" I ci ci wi 3 m+ $+ n aoN 28 i 27 N N 26 25 N 24 N m z m 1 1 8•W -SEE I. - n N 1 1 I I CWS PLAN II KENWICK STREET RUTWAY SEES SSHEE HEET 6 STA. 10+00.00 C.L. TO 14+97.16 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: LINE SEE SHEET 8 F.L. ABBREVIATIONS FLOWUNE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE I DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE OSI GRADE BREAK INV. INVERT S/W SIDEWALK EL./ELEV. ELEVATION FH FIRE HYDRANT PA PROPERTY UNE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING CWS CALIFORNIA WATER SERVICE C/G CURB & GUTTER STD. STANDARD IRR IRRIGATION `4' 1 QQ SURVEY MONUMENT 1 1 17 j 16 N 1 N s PROPOSED GATE VALVE & VALVE N M M �0i7 " BOX - SEE CWS PLAN ® STORM DRAIN MANHOLE EXISTING GATE VALVE 0 PER C.O.S. STANDARD. F � Q W I+� I N •� PROPOSED FIRE HYDRANT Ila�zp CATCH BASIN WITH 3.5' OPENING ASSEMOUY - SEE CWS PLAN STA. 10+00.00 C.L. TO PER C.O.B. STANDARD DETAIL D-14, EXISTING FIRE HYDRANT II°J �i , UNLESS OTHERMSE NOTED. E PROPOSED Y BLOWOFF ® CONSTRUCT SEWER MANHOLE PER ASSEMBLY - SEE GWS PLAN N.O.R.S.D.'S STANDARD DETAIL S-7. N F PIPE SIZE �r II EXISTING SEWER MANHOLE 3(11 IF 8•S—UTUTY: 1'4 EXISTING SEWER CLEANOUT 4 W -WATER S -SEWER M l JQ G -GAS D -DRAIN � > V U 1 IR -IRRIGATION LEGEND (CONT.): 351.9 LO.M. TOP OF MANHOLE - — CENTERLINE CONSTRUCT STORM DRAW PER C.O.B. STD. S CONSTRUCT SEWER PER N.O.R.S.D. STANDARD __w— PROPOSED WATER - SEE GWS PLAN ---------- TRACT BOUNDARY EXISTING SEWER EXISTING WATER EXISTING STORM DRAIN EXISTING GAS PHASE UNE ® EASEMENT LEGEND _aSECTION LETTER SHEET WHERE SECTION IS SHOWN Is! QUAIL CREEK ROAD LINE SEE SHEET 8 DISTANCE L7 N 0'5312• E 15.00' M N 89'09'34° W 1 L3 S 8911'29• E 44.62' L4 N 0'53'12' E 25.00' II �8 30'IR I HOF is IX -_EX. Ko mv61 p o� W w 0 r020% " LL CWS PLAN I mm�Nl SKI 9 w3 1 O� l 20y�jJ -J I�, Qow' I U N N zo >ROLLO p F,DO pmr I K `4' 1 4 mgQN N 1 1 17 j 16 N 1 N II M M �0i7 " IG K 414 N 0 F � Q W I+� I N ROVERTON Ila�zp RUTS SHEEURG WAY SEE SHEET 6 412 STA. 10+00.00 C.L. TO I � E m II°J �i , 1" = 5' VERTICAL II 412 N F �r II £R 3(11 IF 1'4 410 4 I M l JQ � > V U 1 Z 410 II 1 Ir II \� it \� II 1 3 ' m Fi, 408 II 18 N zJ 11 / QUAIL CREEK ROAD SEE SHEET 8 LINE TABLE LINE BEARING DISTANCE L7 N 0'5312• E 15.00' L2 N 89'09'34° W 4579' L3 S 8911'29• E 44.62' L4 N 0'53'12' E 25.00' EASEMENT LEGEND: OPUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, M. BK. 48, PG. 22 O15 'WIDE .CITY OF BAKERSFIELD IRRIGATION PIPELINE EASEMENT PER DOC. No. 0201118720 O.R. O20' WIDE DRAINAGE EASEMENT TO BE DEDICATED TO CITY OF BAKERSFIELD WITH FINAL MAP. O 15 WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT No. 0201089372 O.R. O16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). O6 10' WIDE STANDARD OIL CO. OF CALIF. PIPELINE LICENSE AGREEMENT PER BK. 2539, PG 70 O.R. (PORTION WITHIN THE PROJECT TO BE REMOVED). O10' VIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. 8 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND 00. FILED MAY 2, 1894 O25' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED TO CITY OF BAKERSFIELD WITH FINAL MAP. 1020' VIDE SEWER EASEMENT TO BE DEDICATED TO N.O.R.S.D. BY SEPARATE INSTRUMENT PRIOR TO SEWER PLAN APPROVAL 406 404 402 400 398 396 394 392 390 388 386 384 382 380 I 3191 20 i 21 J 22 23 SEE i ci i m "II z i po Id + o M 418 �8 1 I 1911'29' E 381564' - 00 RUTHBURG I J m SEE SHEET ci m I "II z i po Id �pp o M 418 �8 1 ¢ HOF is IX 3 10 Ko mv61 p o� W w 0 r020% " LL CWS PLAN I mm�Nl SKI 9 w3 1 O� l 2Y w(nw -J I�, Qow' O U N N U O Y p F,DO pmr I `4' 1 +18 N 1 1 17 j 16 N 1 N 1 M M �0i7 " IG F— 414 N 0 w to oizm I+� 1 N ROVERTON COURT RUTHBURG R/W WAY m SEE SHEET 6 420 "II z i po Id CWS PLAN o II 418 I 1 ¢ HOF is IX 3 10 Ko mv61 418 o� I w 0 p_ w 0 r020% I I w8•W-S LL CWS PLAN I mm�Nl SKI 9 w3 1 O� l 2Y w(nw -J I�, Qow' I i- N U O Y p F,DO pmr I `4' I N 1 1 17 j 16 N 1 N 1 M M �0i7 I=OM IG F— `FL s 8•S S m m --_ 12+00 S 8911'29• E 381.64 13+00 8•W -SEE CWS PLAN w R/W I z m 8'W -SEE � 420 'p z IST LL po 1 m I o CWS PLAN o z �J �ozzz 418 • �"I}{I Kizz- HOF is IX oII > Ko mv61 418 O+MMM I w 0 p_ w 0 r020% I I w8•W-S LL CWS PLAN I mm�Nl SKI 9 j 00 416 l 2Y w(nw -J I�, Qow' I i- N U O Y 416 I 414 APPROXMA TE N 1 1 17 j 16 N 1 N 15 14 " I �0i7 I=OM IG F— 414 0 w to oizm I+� 1 N IY v ROVERTON COURT RUTS SHEEURG WAY SEE SHEET 6 412 STA. 10+00.00 C.L. TO 13+81.64 C.L. � E m SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 412 10+00 11+00 12+00 13+00 420 Z§2% I I I I m O � 420 'p z IST LL 25.4?) INSTALL15.42 IF z z �J �ozzz 418 • �"I}{I Kizz- HOF is IX oII > Ko mv61 418 O+MMM I w 0 p_ N � J O J 0 r020% Xc LL 00.32% WiWW °m�M mm�Nl SKI 9 j 00 416 l 2Y w(nw -J I�, Qow' I i- N U O Y 416 I 414 APPROXMA TE FIIIISHED L PIP GRADE ® P �0i7 I=OM 414 0 w to oizm I+� N IY v 412 w WJ m � � E m 412 N �r II £R 410 bey M l JQ � > V U Z 410 � h Ir a 408 N 408 406 - _ 406 Z Z a � a M O 404 402 L. v a nPPR FINISHED 91MA1E Z 402 400 I O GRADE, ®PIPE 400 398 W - I - INv. ,aro - � I 398 CL a CC !_ 02 w.< 396 � r UJI W O 396 394 I'� co W 93 IV 394 ; Z§2% I I I I m O 6 'p z B � jz W O II- z z �J �ozzz WALL • �"I}{I Kizz- O M' oII > Ko mv61 <iz }JW>w O+MMM I w 0 p_ N � J O J INN LL WiWW °m�M mm�Nl SKI 9 ZN- 00 oz* z l 2Y w(nw -J I�, Qow' I i- N U O Y 1 I APPROXMA TE FIIIISHED L PIP GRADE ® P �0i7 I=OM 0 w to oizm I+� N IY v W Y w WJ m � � E E SECTION 4 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 422 �— - 422 INSTALL 44.62 LF OF I,, 420 18. 420 418 416 414 412 410 40 406 404 402 400 418 416 414 412 410 406 406 404 402 Z§2% I I I I m O 6 'p z B � W O m}N NR BLOCK_. I I I z �J �ozzz WALL • �"I}{I Kizz- O M' oII > Ko mv61 <iz }JW>w O+MMM I w 0 p_ N � J O J INN LL WiWW °m�M mm�Nl SKI 9 00 i l 2Y w(nw -J I�, Qow' 0 Z U Z � i- N U O Y 1 I APPROXMA TE FIIIISHED L PIP GRADE ® P 398 --- 398 396 I' 396 INV. 18•D 394 - -'I--- 1 394 F SECTION 4 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 406 404 402 400 398 396 394 392 390 388 386 384 382 380 14+00 12 IN OG Oi" U r1 ITS I ti 0,3 L.N i Know whafs below. 0811 before you dig. CITY RECORDS NO: I n O O Z - V m O M 00 n � 0 Z U Z � N U O Y y Z w I a J R U W 00 0 w to oizm N IY v W Y m � � E m N N �r II £R � bey M l JQ � > V U Z � h Ir a z 0 N Z Z a � a M O z v a cc Z U O I0 co W Zvop CL a CC 02 w.< UJI W O W co W 93 IV cmZ Jti Y U Y c 11 � 9 3 Lu W 00) to 0 408 406 404 402 400 398 396 394 392 390 388 386 384 382 380 D Z 2� Q W SNOW ROAD ��-^ g II SEE SHEET 9 `fw�z¢^�$ I�^ Irni¢� .� djP II —UH jI Z�WJ O 0 � Z O I� _ NMJo o N I 6 5 / ^h 3 16 I Jg I II ��Naa m4 y 0 1 N O om 1 1 ti 1 + 18-D / 8 .a- N N ' R/W N II N LTi 10 FL $ o I Lt - - - N 0'48'31' E 330.84• �� - - }- __1 Do 1 8"S SN 0.48'31° E 27808' - S FL8"S 15 I� g - - - - - - - - - " 8 S N 048'31" E 218.08' I EX./ M - .--I � j �R/Y I I 1 ` �- R/W� 1 a 8'W -SEE I I � I - APPRO MATE FINISHED GRADE ! CEN E N — ;— I I ! I C J II Y= �s I INV 8� o RUTHBURG WAY I I I I FLOWLINE R/W RIGHT-OF-WAY C.L SEE SHEET 6 MANHOLE ELEV. �F- \ zo N" 24 3w3 1 NORTH OF RIVER SANITARY II I iI I -. I1I i- CATCH BASIN o o- GB GRADE BREAK F W 275.17 LF 8' SDI 35 PYC �SENfR 0.24% ELEVATION FH FIRE HYDRANT PA PROPERTY LINE CW"W Ii XRW EX. RIGHT-OF-WAY EX./EXIST Q6oo i � I C/G pJ STD. I I IRRIGATION Q SURVEY MONUMENT N PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN ® STORM DRAIN MANHOLE EXISTING GATE VALVE PER C.O.B. STANDARD. z�NTy _ 1� PROPOSED FIRE HYDRANT 77 CATCH BASIN WITH 3.5' OPENING ASTINGSSEMBL-SEE CWS PLAN PER C.O.B. STANDARD DETAIL D-14, EXIMSTING FIRE HYDRANT UNLESS OTHERWISE NOTED. N R z o ti j a PROPOSED 2" BLOWOFF ® CONSTRUCT SEWER MANHOLE PER ASSEMBLY - SEE CWS PLAN N.O.R.SD.'S STANDARD DETAIL S-7. /—PIPE SIZE EXISTING SEWER MANHOLE 8"S—UTIUTY: EXISTING SEWER CLEANOUT W -WATER S -SEWER G -GAS D --DRAIN IR -IRRIGATION \\\\ S89'/'29"E 275.17' FL -s o ------- as \\y / -I— - S 8911'29° E 286.17' r -�- - --- „+ o o 1-2+-00 -- I I I I' I _ j --- ADE ISI I�� APPROXIMATE —�.I� b�i�U.'.E�GEN7ERCINF:-�- FINISHED I 5 I _-- `�---- jiNISHED R/W j I 1 I 8"W -SEE - IN TEM TEMPARY P INLET' ( E j I� w S1RL CTURE V TH PHns� 1. REMOVE / CWS PLAN 1 ( j INV. 30° YflTH PHASE 2 CONS TR CTION A D r .I —1 _ INSTALL CATCH BASIN 10. 13 (EE D�ETAIL� THIS DRAWING) 1 I vl $� w 12 STA; 9+5' 4.48'' C.L 6. LT. w z ; INV. 1'"D 1 w ------ I e"W -� III CWS PLAN 1 3 ' n 1 4 I ALLENMEIR COURT o I SEE RIGHT •- M III _ 0 I_ 4 O� 1 W :Z Z TAMBURLANE COURT Z —I STA. 10+00.00 C.L. TO 12+86.17 C.L. SCALE: 1" = 50' HORIZONTAL ._..- I 1" = 5' VERTICAL 408 406 404 402 400 398 396 394 392 390 388 386 384 382 380 D Z 2� Q W SNOW ROAD ��-^ g II SEE SHEET 9 `fw�z¢^�$ I�^ Irni¢� .� djP II —UH jI Z�WJ O 0 � Z O I� _ NMJo o N I 6 5 / ^h 3 16 I Jg I II ��Naa m4 y 0 1 N O om 1 1 ti 1 + 18-D / 8 .a- N N ' R/W N II N LTi 10 FL $ o I Lt - - - N 0'48'31' E 330.84• �� - - }- __1 Do 1 8"S SN 0.48'31° E 27808' - S FL8"S 15 I� g - - - - - - - - - " 8 S N 048'31" E 218.08' I EX./ M - .--I � j �R/Y I I 1 ` �- R/W� 1 a 8'W -SEE I I � I - APPRO MATE FINISHED GRADE ! CEN E N — ;— I I ! I C J i Y= �s I INV 8� o II. I I I I FLOWLINE R/W RIGHT-OF-WAY C.L CENTERLINE MVH H MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH --- --- DISTRICT NO. t i- CATCH BASIN o o- GB GRADE BREAK INV. F W i INSTALL 275.17 LF 8' SDI 35 PYC �SENfR 0.24% 10+00 11+00 12+00 LEGEND: i Y= �s DISTANCE ABBREMATIONS II. CENTERUNE F.L. FLOWLINE R/W RIGHT-OF-WAY C.L CENTERLINE MVH H MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE s s DISTRICT NO. t CB CATCH BASIN TOM. TOP OF MANHOLE GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST EXISTING CWS CALIFORNIA WATER SERVICE C/G CURB & GUTTER STD. STANDARD IRR IRRIGATION Q SURVEY MONUMENT N PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN ® STORM DRAIN MANHOLE EXISTING GATE VALVE PER C.O.B. STANDARD. z�NTy _ 1� PROPOSED FIRE HYDRANT 77 CATCH BASIN WITH 3.5' OPENING ASTINGSSEMBL-SEE CWS PLAN PER C.O.B. STANDARD DETAIL D-14, EXIMSTING FIRE HYDRANT UNLESS OTHERWISE NOTED. N R z o ti j a PROPOSED 2" BLOWOFF ® CONSTRUCT SEWER MANHOLE PER ASSEMBLY - SEE CWS PLAN N.O.R.SD.'S STANDARD DETAIL S-7. /—PIPE SIZE EXISTING SEWER MANHOLE 8"S—UTIUTY: EXISTING SEWER CLEANOUT W -WATER S -SEWER G -GAS D --DRAIN IR -IRRIGATION 13+00 408 406 404 402 400 398 396 394 392 390 388 386 384 382 380 LEGEND (CONT. i Y= �s DISTANCE O Z ? II. CENTERUNE I l CONSTRUCT STORM DRAIN PER C.O.B. STD. —.—S— CONSTRUCT SEWER PER N.O.R.S.D. STANDARD — w + ---------- TRACT BOUNDARY 3 dw UN EXISTING WATER -,w,-PLAaN I D I II 13+00 408 406 404 402 400 398 396 394 392 390 388 386 384 382 380 LEGEND (CONT. 351 Y= �s DISTANCE TDP OF MANHOLE II. CENTERUNE I l CONSTRUCT STORM DRAIN PER C.O.B. STD. —.—S— CONSTRUCT SEWER PER N.O.R.S.D. STANDARD — w PROPOSED WATER - SEE CWS PLAN ---------- TRACT BOUNDARY 3 EXISTING SEWER UN EXISTING WATER -,w,-PLAaN I EXISTING STORM DRAIN W m EXISTING GAS s s PHASE UNE ® EASEMENT LEGEND LETTER �SECTICN 1N 3 SHEET WHERE SECTION IS SHOWN 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 382 380 378 Z IN IN I SNOW ROAD SEE SHEET 9 INSTALL 42.24 LF n� CWS PLAN Y= �s DISTANCE 3i II. 4224' I l = w 40 is 0 6 0Z 3 36 UN W 00 o6a -,w,-PLAaN I W m io ZAN f I fQMM � M M , ^IT 1N 3 Q TAMBURLANE COURT W ALLENMEIR COURT 9+00 10+00 11+00 LINE TABLE CWS PLAN WITI P ASE 1 DISTANCE — N 1 4224' I l w N I I 1 0 9 10 I 11 12 -,w,-PLAaN I 1 •- I 1 - 1 , ^IT TAMBURLANE COURT W ALLENMEIR COURT SEE LEFT STA. 10+00.00 C.L. TO 13+30.84 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 9+00 10+00 11+00 LINE TABLE LINE WITI P ASE 1 DISTANCE — j 4224' 0 W I z z�NTy _ C3 IIID I Q N R z o ti j �— I I I I I I _ j ADE ISI I�� APPROXIMATE —�.I� b�i�U.'.E�GEN7ERCINF:-�- FINISHED I jiNISHED j LOVER P 1 IN TEM TEMPARY P INLET' ( E j I� S1RL CTURE V TH PHns� 1. REMOVE I 1 j INV. 30° YflTH PHASE 2 CONS TR CTION A D .I —1 _ INSTALL CATCH BASIN 10. 13 (EE D�ETAIL� THIS DRAWING) 1 j STA; 9+5' 4.48'' C.L 6. LT. ; INV. 1'"D (AIIENMBR� I III ~- NV. B�S N .8'S M III jz I_ 4 O� 1 W :Z Z Z —I ._..- I i O » W. I OW+JJJ� j LF SUR 35r_OW o N W W W INSTALL 218.08 ( PVC SE 0 OA9% 1 INSTALL 218.08 LF OF 8" S1 DR 35 PVC SEWER 0 Q24 9+00 10+00 11+00 LINE TABLE LINE BEARING DISTANCE -1 N 0'4831" E 4224' 12+00 13+00 EASEMENT LEGEND: OPUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, M. BK. 48, PG. 22 O2 15' WIDE CITY OF BAKERSFIELD IRRIGATION PIPELINE EASEMENT PER DOC. No. 0201118720 O.R. O3 20' SIDE DRAINAGE EASEMENT TO BE DEDICATED TO CITY OF BAKERSFIELD WITH FINAL MAP. O15' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT No. 0201089312 O.R. O16.5' WADE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND 8K. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). O6 10' WIDE STANDARD OL CO. OF CALIF. PIPELINE LICENSE AGREEMENT PER 8K. 2539, PC. 70 O.R. (PORTION WITHIN THE PROJECT TO BE REMOVED). O10' WADE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. O30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 O25 1 25' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED TO CITY OF BAKERSFIELD WITH FINAL MAP. 20' WIDE SEWER EASEMENT TO BE DEDICATED 10 TO N.O.R.S.D. BY SEPARATE INSTRUMENT PRIOR TO SEWER PLAN APPROVAL. 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 382 380 -- 378 14+00 3 LID TO BE 1/4" STEEL PL FASTENED TO CMP WITH 3/8" RIVETS, SPOT WELD, OR TACK WELD AT 1/8 POINTS OR BETTER.I EO YIP (/ 4� MAX SEX. GROUND GROUT PROPOSED 18" RCP PIPE VARIES 3" P.C.C. BASE --I1 1' El 42" PROVIDE 2 - 8"x16" OPENINGS ON OPPOSITE SIDES FACING EAST AND WEST WITH 1/2" DIAMETER BARS SPACED NOT MORE THAN 2" O.C. ROUGH GRADE 401.00' OPENING X30"0 61, 6" TEMPORARYINLET STRUCTUR NOT Al I [F:fA1 1A,17: y q1 SECTION NORTH OF RIVER SANITARY DISTRICT No. i INLINE CLEANOUT m c69o® wxwron AECOM DATE DRAWN FJ'IEET ND. REV150N MAI IIM 10X14 1 S6 15, Know whafs below. Call before you dig. 1 TAMBURLANE COURT v'o� ROVERTON COURT KENWICK STREET DROMANA COURT m 'w y CA SELLA STREET��- + SEE SHEET z . SEE SHEET 4 z �o SEE SHEET 4 LL� SEE SHEET 3 z w SEE SHEET 3 ci I I , W W U) U) . Imo :,. I U N I �I .. 1 m I I I z m z B°W-� ! I W o -o w " �� ' I Z � -' W � t II m �m .' o00 Uj I I - .. I ; -o I¢-' ;� CWS PLAN I WI 1 "Q 14 CWS PLAN f I 23 I 24 m i w i 5 11 I o 5 10 w -: I soo 5 z o, zoo I of I 0 0 I I I z I I{I� N m w i+O L� I AMM ao ^ I Q m I X0+10+W +M I V Pf 10 3QQ ry ��1 I'b 3QQ I i w a I m NI S' w O] w 3 Q _-z F N W ♦ N N R/W M M Q~ SEE w y NE NOTE 1 �' 1� (i I I \ __ _ CWS PLAN W W W R �y 8"W-SEE /^ r w m NOTE i 8"W-SEE W I _LWs_ -PLLN W—__ CWS PLAN /ft/W PLAN W ft I 8"W SEE \ L _ _CWS ..__ -"✓T-'- �R/W CWS PLAN ----- \ I ----"'-0 8°S - 326.Otl N 8 _ .. _ -- 8 ___L PLA ♦♦ - - 5 g - --F-- -�- - 500'4B'31"W- - - - 326.00' 12+00 - 100 0 0 5 + — - - S - — _ S 8"S "o' % '- �- - 13+00 14+ 500'48'31°W 15+ - 326.00' S 16+00 326.00' .� �- `" FL B°$ 326.00' i-- - o _ S S _ --�- w FL 18°D 8°S N 0'48'31" E 26.00' s S. B°$ 326.00' w S C9 FIL FL 0 0 17+00 $00'48'31"W 18+00 0 0 19+00 326.00' 20+00 - — - -I - - - —+ 21+00 500'48'31°W 22 — - 326,00' - - — 500'48'31"W _ w — p.. x m �- '- - IVW /�`R/Vl FL ' 19" DRMN 96.00' Z 00 0 0 � w ao o 0 i I " 3Fj / 07 ( �a m 1 a c I m 1 �5" m I - 1 � I u y O 15 16 = 13 ( 12 �� 11 10 9 m i 8 m m - 6 10 m a 9 �¢ 8 1 7 6 9 a o 8 �' I $ o �� M 0 e I m 17 I 8j ;� W 0 ,L=.1 001 I ZtJU u+i + I ZVCJ 1 c ^ p UU _ppOJwJw IyJj Q 1 I W ! I )UV` OOOW m N nim Woo + y inn N rn .wir++ ¢ N rn 9 N r - �o1nm �¢-' r a3AJo �U 3 0^ w U =NN cm< '^ ¢m,�i in v; y N<mNW�� N_ N < ,I_ W� E; r, �yM_ RUTHBURG WAY <N '� N 10; W W y N N N CJ I/12 p , Y m STA. 10+00.00 C.L. TO 24+00.00 C.L. m f SCALE: 1" �.®.-� = 50' HORIZONTAL I" = 5' VERTICAL ; N N �r ER s 410 - --- -- - -? � 410 I, I � 408 'I, _._--�� I�h o � -7- �I 406 406 _._. o') -�_ -+� � I - �.,I � _�'-- �-__--�i�- � I I -''-.---1---__----.__I �' 1 �' L I -T_-____ -__ Y__-�- ',_ _____ � N i j- i ,�� h -_.'.p.-1____ 40 I 6 O+ la a I - 404 APPRO X M FlN )0 ATE ISHED : ''.' ,,, �� '', - - - - - t4 i< 402 r ERNE �; i r,��-i 402 400 I I II I I i 400 m 398 __ - - --- - -- - -- --- - - - 398 396 394 �-- ' I ,�-�- -�- i I ; I + ��_� •1 I rt--= - I I 1 ___LI_--- � ' I I J I 396 ._ 394 392 — . i INV. 8'S I J NV. 392 m 390 INv. INV. RS 366 386 ��c-' _ C� . I�! s- K M .$y-li r J �z 384 ¢:0' . 4: K o I �M 'W MA OW��{» ( - �3Q�� w wow W yZ F- Q w> R Q 382 - - ----1 - - + -- -�- _ +-- -1-- --- L -- - - �- - - -- ! INSTALL 326.00 r of 382 INSTALL 328.00 LF 8 �R 35 PVC SEWER 0.24% t- IN TALL 326.00 LF 8 SD 35 PVC.SEWER 0.24X - j r I STALL 3 .OD LF OF 8" SDI 35 P SEWER 0.24% $TALL 3 6.00 LF OF 8° SD 35 PVd SEWER 0.24%---- B° PVC SDR 35 SEWER ®Q24& STALL 326.00 MA i 380 - - _- _ -� - _- 380 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 co Z a J a z Ot V 0 C3 J U � o N0Lu �'o P W Rr Q LEGEND: LEGEND CONT.): EASEMENT LEGEND: Qa�FEssio A n. ed o 2 ABBREVIATIONS 351 tO.M. O PUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, M. BK. 48, PG. 22 tF. L, �V�- 0 Q m F.L ROMAINE R/W RIGHT-OF-WAY MANHOLE TOP OF MANHOLE V W _i C.L CFNTERUNE M.H./MH O 15' VIDE CITY OF BAKERSFIELD IRRIGATION PIPELINE �? N-- /-, ,� s.c10 31: m U 0-EV. N.O.R.S.D. ELEVATION SMH NORTH OF RIVER SANITARY SDMH DISTRICT N0. 1 CB SEWER MANHOLE - - STORM DRAIN MANHOLE CATCH BASIN - CENTERLINE CONSTRUCT STORM BRAIN PER C.O.B. STD. EASEMENT PER DOC. No. 0201118720 O.R. 3 20' EDE DRAINAGE EASEMENT TO BE DEDICATED O TO CITY OF BAKERSFIELD WITH FINAL MAP. 6-/3q , E"�'¢/Wa+ �� W Z N = O � 0 0 T.O.M. TOP OF MANHOLE GB GRADE BREAK 'fT,q! CIVIL T = INV. INVERT S/W S SIDEWALK CONSTRUCT SEWER PER N.O.R.S.D. STANDARD 4 O 15' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT � F (� � fY + �� EL/EIEV, ELEVATION PH FIRE HYDRANT —" w PROPOSED WATER - SEE CWS PLAN No. 0201089312 O.R. 6OF CAUFO 0 O PA PROPERTY UNE D.W.S. DEIGN WATER SURFACE 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER O p!._pg.�yo < N d EP. EDGE OF PAVEMENT XRW EX. MGHT-OF-WAY----�--� __ TRACT BOUNDARY BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. ~ EX./EXIST. C/G EXISTING CWS CURB & GUTTER STD. CALIFORNIA WATER SERVICE STANDARD - EXISTING SEWER (TO BE RELOCATED). 10' WIDE STANDARD OIL CO. OF CALIF. PIPELINE UCENSE UN rt'S I �- ONE`' N 0 HER IRRIGATION EXISTING WATER O AGREEMENT PER BIC 2539, PG. 70 O.R. (PORTION WITHIN - Z $ e PROPOSED GATE VALVE &VALVE THE PROJECT TO BE REMOVED). p ° `� QQ SURVEY MONUMENT N BOX - SEE CWS PLAN EXISTING STORM DRAIN O 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY NOTE: ^° F- 0 STORM DRAIN MANHOLE EXIST NG GATE VPLVE EXISTING G COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. V PER C.O.B. STANDARD. 1� PROPOSED FIRE HYDRANT 30' VIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP O IF ALL PHASES ARE NOT TO BE CONSTRUCTED I CATCH BASIN WITH 3.5' OPENING D-14, _ _ _ _ ASSEMBLY -SEE CWS PLAN _ PHASE UNE OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 SIMULTANEOUSLY, ADD A TEMPORARY SEWER • F < PER SSS STANDARD DETAIL UNLESS OTHERWISE NOTED. DUSTING FIRE HYDRANT ® EASEMENT LEGEND 25' NIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED 0 CLEANOUT AT PHASE BOUNDARY PER $ PROPOSED Y BLOWOFF TO CITY OF BAKERSFIELD N1TH FINAL MAP. N.O.R.S.D. STD. PLAN S-6 & PLUG OPEN END. y 0 CONSTRUCT SEWER MANHOLE PER N.O.R.S.D.'S STANDARD DETAIL 5-7• ASSEMBLY - SEE CWS PLAN SECTION LETTER 10 20' WIDE SEWER EASEMENT TO BE DEDICATED O REMOVE TEMPORARY CLEANOUT WHEN SEWER -, EXISTING SEWER MANHOLE __ /-PIPE Y-. B s—W-WATER : A TO N.O.R.S.D. BY SEPARATE INSTRUMENT PRIOR TO SEWER PLAN APPROVAL IS CONSTRUCTED IN NEXT PHASE. DUSTING SEWER CLEANOUT �G D-DRAIN 2 SHEET WHERE SECTION 6 SHOOK now Know what s below. � 0811 before you dig. w Co J 7 2 ,. 1 U. CITY RECORDS NO: 0 Y W� 3'O — (Ow GO Sw — m _ O , of u� Q I t,a LL1 1 � 1 5� 1 1 LL L1 1 i ///WS SEE CWS PLAN �� 1 326.00' _ S 24+OR S00'48'31'W 25+00 1 1 10 SEE NOTE 1 / R/W 1 I R/W i p - 1 I m -' - I zcj W ELEVATION 1 cj0 N.O.R.S.D. w 0 7 Zi i 6 9 wom z I + it � f-1 N + N N ¢1 K ++ m i Comm ELEVATION ALBION COURT SEE SHEET 2 0 - RIGHT-OF-WAY 29+00 -' - I zcj W ELEVATION 1 cj0 N.O.R.S.D. w 0 STORM DRAIN MANHOLE O 0 'o wom z I + b N Baa + N N SIN K ++ m SIDEWALK Comm ELEVATION LD 26400 -_ __ FL 27+00 S00'4631'W! 2828+W 316.00' — RIGHT-OF-WAY 29+00 -' - LATERsA COURT �14F) ELEVATION .6 SEE N.O.R.S.D. NORTH OF RIVER SANITARY R/W STORM DRAIN MANHOLE �fW�Llj o wom I'.. 5 }�-7 9 Baa 5 INV. INVERT ++ m SIDEWALK EL/ELEV. ELEVATION ON Q 1 81SET 1 CWSPLAN SEE NOTE 1 /W R74 m EDN m E.P. EDGE OF PAVEMENT XRW I / 230.00' 26400 -_ __ FL 27+00 S00'4631'W! 2828+W 316.00' — RIGHT-OF-WAY 29+00 -' M.H./MH MANHOLE N ELEVATION SMH / N.O.R.S.D. NORTH OF RIVER SANITARY R/W STORM DRAIN MANHOLE EXISTING SEWER o CB 3� p TOP OF MANHOLE GB GRADE BREAK INV. INVERT m SIDEWALK EL/ELEV. ELEVATION 1 rc� 1 I m o 1 ' DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY e EXISTING CWS CALIFORNIA WATER SERVICE C/G CURB & GUTTER STD. STANDARD W2 'Ir 8 7 6 8 iM 7 iFoo N PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN i i STORM DRAIN MANHOLE III _m4YW CMN z rc lob N �2 CATCH BASIN WITH 3.5' OPENING ASSEMBLY -SEE CWS PLAN 6 S96 r— � RUTHBURG WAY I � --- N •• • � —i STA. 24+00.00 C.L. TO 29+46.00 C.L. ASSEMBLY SEE CWS PLAN I : *"'_"_''_"_ I SCALE: 1" = 50' HORIZONTAL /—PIPE SIZE L INV. 8 EXISTING SEWER MANHOLE 1" = 5' VERTICAL O N +w ONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENIERUNE M.H./MH MANHOLE 108 ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE EXISTING SEWER o CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT P/L PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY -04 EXISTING CWS CALIFORNIA WATER SERVICE C/G CURB & GUTTER STD. STANDARD W2 'Ir GRaADEX; DEN F> saaE SURVEY MONUMENT N PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN ® STORM DRAIN MANHOLE III _m4YW PER C.O.B. STANDARD. z rc lob x'' PROPOSED FIRE HYDRANT CATCH BASIN WITH 3.5' OPENING ASSEMBLY -SEE CWS PLAN 6 S96 r— � _ I � --- 1 .�— _;_ • .._ _� _—�_�--h--�. •• • � —i 194 ASSEMBLY SEE CWS PLAN I : *"'_"_''_"_ I /—PIPE SIZE L INV. 8 EXISTING SEWER MANHOLE z O i92 G -GAS D -DRAIN 80 --�-- � �� 1 w _ z z z I I 1 , ' o 0: mio i 1 Z rnl0 o, a I I � • I � Q a + mm S66 n6 n IM $66 ■ ( �j� I i ; I�N Cow m w 784 : I'. 162 ---�— I STALL 3 B.00�LF OFOF 8' 35 PVfE SEWER 0— r I INSTAII 306. 0 LF OF ,on I 24+00 25+00 LEGEND•REMA F.L ONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENIERUNE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE EXISTING SEWER DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT P/L PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING CWS CALIFORNIA WATER SERVICE C/G CURB & GUTTER STD. STANDARD IRR IRRIGATION QW SURVEY MONUMENT N PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN ® STORM DRAIN MANHOLE EXISTING GATE VALVE _m4YW PER C.O.B. STANDARD. z rc lob x'' PROPOSED FIRE HYDRANT CATCH BASIN WITH 3.5' OPENING ASSEMBLY -SEE CWS PLAN 6 PER C.O.B. STANDARD DETAIL D-14, i� ERO FIRE HYDRANT IJi J J N I UNLESS OTHERWISE NOTED. OSING a BLOWDFF Z^ ® CONSTRUCT SEWER MANHOLE PER ASSEMBLY SEE CWS PLAN N.O.R.S.D.'S STANDARD DETAIL S-7. /—PIPE SIZE EXISTING SEWER MANHOLE 8'S—UTILIIY: EXISTING SEWER CLEANOUT W -WATER S -SEWER G -GAS D -DRAIN IR-IRPoGATION 26+00 27+00 RX -M LEGEND (CONT.): 351 BEARING DISTANCE TOP OF MANHOLE - - - CENTERLINE L2 CONSTRUCT STORM DRAIN PER C.O.B. STD. — 5 CONSTRUCT SEWER PER N.O.R.S.D. STANDARD — w PROPOSED WATER - SEE CWS PLAN ---------- TRACT BOUNDARY V EXISTING SEWER 3 0 EXISTING WATER EXISTING STORM DRAIN EXISTING GAS o PHASE LINE OEASEMENT LEGEND 3 LETTER - - �SECTION 2 O � EL SHEET WHERE SECTION IS SHOWN 29+00 410 408 406 404 402 400 398 396 394 392 390 388 386 384 382 380 30+00 LINE TABLE UNE BEARING DISTANCE L1 N 05026' E 53.85' L2 N 81 W 12.42' I J 1" 16 rXIST]INGT{�':1T = tAo SNOW ROAD w� mom. .R�CT 5909 1� SEE SHEET 9 io io 4Y w 6 �. ...---- Io -c> -----------------_ _ ._----L__ _ _ __ �m 11¢- J� ---- _---------------------- 127S ------ _ �Jatio��.. �—�¢z �o{�11„Tx�IXmR�-- �_+_. z K s Kn O w ppa¢ o¢¢ FFa - - Liiy —11+00 may N00'50'26'E 12+00 13+00 600.00 14+00 �"" ___-�-__._ ___�_______ �_� 36100 _ Ym o I IR IR IR_ IR ��— WLWj of 301R IR 'R IR Wx n 1 to 24'D n W R __ IR— Km 240 .67 "' c - 1 (' w Lt 18'D (LZ) J uwi N j 4 R/W s 1 j m 1nMNg I I ' 1 �rn m\ N R/W 1 / 1 � �+ I; 1 I I ww� 8 1 7 1 6 1 5 4 0zm m I PI: -4 1 a 771 I I I / Iz Zo I $ W `jae w SNOW ROAD SEE SHEET 9 J 1 �AS1 g w co 0 QUAIL CREEK ROAD ' OW— LL STA. 10+00.00 C.L. TO 16+00.00 C.L. `� m SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE 1: IF ALL PHASES ARE NOT TO BE CONSTRUCTED SIMULTANEOUSLY, ADD A TEMPORARY SEWER CLEANOUT AT PHASE BOUNDARY PER N.O.R.S.D. STD. PLAN S-6 & PLUG OPEN END. REMOVE TEMPORARY CLEANOUT WHEN SEWER IS CONSTRUCTED IN NEXT PHASE. 418 -- — 1 ' INSTALL 753.85 LFII 1 ' I I ! I I I , I 416 - OF 2e RCP A T 414 1 — l 1 ! 0 II z o z mI�i, U z zw wzfn w J v 412 JNN -4 > I j 410 ¢'. >_>_ >zzzlU '� I, ¢m 406 406 O wW 1 z m ww. O www j �T ww 1 404 __ —_ --I. — �_ ___ -- ----- _ _ 402 = "oR — -_ _— __ I I � BINM&TE-RNISNS^ -"- F--- -+ I 'DUDE O CENIERUNE I 400 398 a� 396 394 r— � •�I—__ �� 24 D 392 INV. z4 D INV —r -- 3901 — — — — 10+00 11+00 12+00 EASEMENT LEGEND: OPUBUC HIGHWAY EASEMENT PER TRACT No. 5909, M. BK. 48, PG. 22 O15' WIDE CITY OF BAKERSFIELD IRRIGATION PIPELINE EASEMENT PER DOC. No. 0201118720 O.R. O20 WADE DRAINAGE EASEMENT TO BE DEDICATED TO CITY OF BAKERSFIELD WITH FINAL MAP. O15' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT No. 0201089312 O.R. O16.5 WIDE CHEVRON PIPELINE 00. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). O8 10 WIDE STANDARD OL 00. OF CALIF. PIPELINE LICENSE AGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION WITHIN THE PROJECT TO BE REMOVED). O10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. O30 WADE PUBUC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND GO. FILED MAY 2, 1894 O25' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED TO CITY OF BAKERSFIELD WITH FINAL MAP. 20' WIDE SEWER EASEMENT TO BE DEDICATED ,O TO N.O.R.S.D. BY SEPARATE INSTRUMENT PRIOR TO SEWER PLAN APPROVAL 13+00 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 14+00 12.42 LF 15+00 H SECTION__ 7 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 16+00 418 416 414 416 410 408 406 404 402 400 398 396 394 392 390 I•:o64320 En &/*& 06 -O j'-" Ua.11T5 I L OOL`� 1 Ai Know what's below. Cali before you dig. I I a V 3 0 < KY -Bl— m N �K „/" d1'^ 3 0 IfK6'I Z O � EL > W Z m. HL DCK-- zj N � �o ANN I, WALLi . y,pti>W ,v 4 -.4'I.R _m4YW z rc lob MM Q aOW ! O 6 IJi J J N I I mm w�w I H SECTION__ 7 SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 16+00 418 416 414 416 410 408 406 404 402 400 398 396 394 392 390 I•:o64320 En &/*& 06 -O j'-" Ua.11T5 I L OOL`� 1 Ai Know what's below. Cali before you dig. Eli II J1 p o IJ :.. z O �FD�ti�—iryi I I up oNA<moNi$«: N,iN$< O�rcN�ilm'3nzw�zWodm �IY dd � °mXi-nNc0IiItem0 WZF-Fm0.'W4` NoOdoJ0+w I7 III11t Oz8o oTRACT 6419 o3SL!IV7�� owzoNZ � ooxO1F�ot+I zo¢rcao-JuGyiR C_ JV09 F-N�zUNDER CONSTRUCTION z j zzzw�gnM aMnFro¢Do EX. Rj.p -aOjoo +G-�<Ut nn < ArFO PHASE BOUND mm +1 O gzZ">t}mN'J' .�-_____�_____O � 16+00 _ I -.0018+00 I 1 STA. 22+79.79, C.L. 2.12 1. - I� ----u _._ _. _ 10" a N 19+00 20+00 21+00 _ 22+00 I t —� Km -- _ 24100 25+00 26+00 1 °- 0 z _ 29+00 J IR IR 301R I --'�J - - — - - — - 27+00 28+00 ' 30+00 W w 24ro 1 —�_,Ww 4b U 24"D18'D 18°D I Q IIID FL 18'D - _. ? II - - - --------------- R/W -------- -- _ _ _ _ R/W w 1 Ci ' Taro 8•W-SFN . F r l` go CWS PIAN 1 8 19 ` m m�>w z 1 I PHASE I z+ + I I �IGWSPaN PHASE 3 �1 ROVERTON COURT KENNACK STREET DROMANA COURT„ CASELLA STREET <1 SEE SHEET 4 SEE SHEET 4 SEE SHEET 3 SEE SHEET 3 ■ LINE TABLE UNE BEARING DISTANCE L1 N 8999'34' W - 45.79' QUAIL CREEK ROAD - STA. 16+00.00 C.L. TO 30+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1 PHASE 4 PHASE i 5 1 14 Iz 12 11- IQ 1:2 1 INSTALL 344.67 LF OF 24° RCP O 0.128 INSTALL 321.00 LF OF 24° RCP O 0.12% INSTALL 345.56 LF OF 24' RCP O 0.128 - - - INSTALL 306.44 LF OF 24" RCP O 0.12% INSTALL 331.02 LF' OF 18° RCP O 0.12$ 1 - J 1 418 m -I 416 ci o� I I �� 1d 416 zo. 1 : .¢ z m op o 414 I�.. of oN me`v. Wo wz.N ?.4O 1,al� 'ODWZm ��ooN:. .zwm j0 414 1 O Z rNN 01 z -4J °mYV 'KK ONO W KFNV. mm4 1� 416 (01...-_Z Z.Z _ Z >NN N_.Z�K2 N. _ IJm^NN oa�04.N zJ»> I+ 416 < ZZZ : �'' OoZ�xJ Q Z> O06.': ZZZ O 1 z -n-n Tn m J oomr z_z_z zQQ 6 0 1"Y Q. am mmm Z (VNN K O 66UZ 0 im 6 UZ� z -q 'Obb 410 1 4' (O. d'V'. -NNN : <_...K WU' .�. Z- nMM KnWOZ,t>.-. <. 000.. 1Q 10 fn1 +MMMmf O+✓�Mn p'0 �mOm 0+0'6 62m W..O-U t : O+M"n 1f m,. ow o -mm m awon mm6 F-- 4 �/�p 1 r _. >» s. m +<p z.�+ <innn ox z�:< r 408 O JJJ F 55 'N �2W <LLn mdK<1eN O 61 »> 4D6 Tt W" m�'LL' F' N Sl , UN .P O W W W 406 _ 1 so mwww oar mwww a'y wioav �']y<www w',3'aN 90� www 1 406 _ o 1 ----- _ ___ --- - -- --- 404 ------ - - - ---------------� ----- --- -- - - -1- _ - APPROXIMATE FINISHED - - - - -: - T _ f r 404 �... GRADE O CENTERLINE APPROXIMATE FINISHED I 1 1 . : GRADE O CENTERLINE 402 I 402 400 1 - - 8•W INSTALL 188.20 LF OF 24' RCP O 0.129 INSTALL 157.36 LF OF 24° RCP O 0.128 8'W 1 � 400 398 1 - I° _ �— —� 398 396 -- 1 - - --r— —� 396 Z% _ "� -- _" -- __ INV. 18b Iw -- -- -- \ INV. 24°. D 394 21 INV. 18ro INV. 24ro INV. 24 : : .. ; _ 394 392j 392 ME 390 1 1 390 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 INSTALL 45.79 LF OF 18' RCP 418 03.239 418 1 12 416 0 - 416 d z zm3 414 -w .wzm o0 *ma 414 J mNN ZJ zzz » > 412 z j 5>- s ;--- 412 LEGEND: LEGEND (CONT.): EASEMENT LEGEND: _zzz z aaa ABBREVIATIONS O PUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, ? . N N N tt m m W Fp,OFESS/pry LO.M. 1 410: < o+mmm. 410 �a_ F.L. FlAWIANE R W RIGHT-OF-WAY 351.9 M. BK. 48, PG. 22 o + n n n o n n n. E. / ��'�� TOP OF MANHOLE rc > > i. C.L. CENTERLINE M.H./MH MANHOLE O 15 WIDE qtt OF BAKERSFlELD IRRIGATION PIPELINE s EASEMENT PER DOC. No. 0201118720 O.R. 406 - K '� �� oa WWF- 406 Nn. Bh&2o ^' ELEV. ELEVATION SMH SEWER MANHOLE - - - GENRRUNE J+p o J J m m w w w ¢ s rx N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE O 20' WIDE DRAINAGE EASEMENT TO BE DEDICATED DISTRICT N0. 1 CB CATCH BASIN CONSTRUCT STORM DRAIN PER C.O.B. STD. TO CITY OF BAKERSFIELD WITH FINAL MAP. 4O6 T 406 P LO.M. TOP OF MANHOLE GB GRADE BREAK 5 CONSTRUCT SEWER PER � N.O.R.S.D. STANDARD 4 15' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT _ pia JT C C-- ,C�3 MTV. INVERT S/W SIDEWALK .SO No. 0201089312 O.R. k TFQA(�F EL/ELEV. ELEVATION FH FIRE HYDRANT - w 404 404 PC PROPOSED WATER - SEE CWS PLAN 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER " '\\ PAPROPERTY UNE D.W.S. DESIGN WATER SURFACE O BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. I OG •df^.t0 E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY ---------- TRACT BOUNDARY (TO BE RELOCATED). 402 : FlNIGiEDI�A� 402 EX./FJOST. EXISTING CWS CALIFSTANDARD WATER SERVICE EXISTING SEWER 10' WIDE STANDARD OIL CO. OF CALIF. PIPELINE LICENSE I GRADE O PIPE I^T I L O�LI C/G CURB & GUTTER STD. STANDARD O AGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION WITHIN V� S _. IRR IRRIGATION - - EXISTING WATER THE PROJECT TO BE REMOVED). 400.� 400 e PROPOSED GATE VALVE &VALVE O 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY 396 398 Y S i ? v QQ SURVEY MONUMENT M BOX - SEE CWS PLAN EXISTING STORM DRAIN COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. _- ® STORM DRAIN MANHOLE EXISTING GATE VALVE EXISTING GAS O 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP PER C.O.B. STANDARD. 8 Y- PROPOSED FIRE HYDRANT OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 ,1�1/\ CATCH BASIN WITH 3.5' OPENING ASSEMBLY - SEE CWS PLAN a PHASE UNE 396 ` INV. 18'D 396 PER C.O.B. STANDARD DETAIL D-14, O 25' NIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED , EXISTING REE HYDRANT UNLESS OTHERWISE NOTED. EASEMENT LEGEND TO CITY OF BAKERSFIELD WITH FINAL MAP. / $ PROPOSED 2° BIAWOFF ® CONSTRUCT SEWER MANHOLE PER ASSEMBLY - SEE CNS PLAN t0 2O' NODE SEWER EASEMENT TO TR DEDICATED 39 Q. 394. N.O.RSD.'S STANDARD DETAIL S-7. SECTION lET1ER TO N.O.R.S.D. BY SEPARATE INSTRUMENT PRIOR -PIPE SIZE _ _ _ -4 TO SEWER PLAN APPROVAL j -*\ SECTION EXISTING SEWER MANHOLE 8°S—UTIUTY: '- 6 SCALE: 1" = 50' HORIZ. EXISTING SEWER CLEANOUT W -WATER S -SEWER 2 1" = 5' VERT. G -GAS D -DRAIN SHEET WHERE SECTION IS SHOWN IR -IRRIGATION Know whars below. Call before you dig. 18'D _I / F.L. zB J d f CL CENTERLINE O so' , IT <1 ¢! qv .-5e FF / g, a� STORM DRAIN MANHOLE SEE SHEET 2 SEE S DISTRICT NO. i CB CATCH BASIN T.O.M. TOP OF MANHOLE M GRADE BREAK INV. INVERT Qt SIDEWALK EL/ELEV. O o FH FIRE HYDRANT PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. Yw 1 EX. RIGHT-OF-WAY EX./EXIST. �N IITD CALIFORNIA WATER SERMCE 1.02 CURB & GUTTER STD. STANDARD IRR Uw i Q Jy Ms PROPOSED GATE VALVE & VALVE BOX - SFE CWS PUN ® o NF Zero- PER C.O.B. STANDARD. ' 14 � "o� =J� ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL 18'D TRACT 6419 UNDER CONSTRUCTION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I PHASE J 1810 1 / 1 I LATERA COURT SEE SHEET 2 QUAIL CREEK ROAD STA. 30+00.00 C.L. TO 35+50.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: ANN / F.L. zB J zmm f CL CENTERLINE oo+ so' , IT <1 ¢! SAH .-5e FF ACOURT g, mv,yy STORM DRAIN MANHOLE SEE SHEET 2 SEE S TRACT 6419 UNDER CONSTRUCTION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I PHASE J 1810 1 / 1 I LATERA COURT SEE SHEET 2 QUAIL CREEK ROAD STA. 30+00.00 C.L. TO 35+50.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: TOP F.L. ABBREMATIONS FLOWUNE R/W RK#1T-OF-WAY CL CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SAH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE EXISTING STORM DRAIN DISTRICT NO. i CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK INV. INVERT S/W SIDEWALK EL/ELEV. ELEVATION FH FIRE HYDRANT PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE E.P. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY EX./EXIST. EXISTING CMS CALIFORNIA WATER SERMCE C/G CURB & GUTTER STD. STANDARD IRR IRRIGATION i Q SURVEY MONUMENT Ms PROPOSED GATE VALVE & VALVE BOX - SFE CWS PUN ® STORM DRAIN MANHOLE EXISTING GATE VALVE FL 1e . PER C.O.B. STANDARD. - 60.11 -_ CATCH BASIN NTH 3.5 OPENING 1U PROPOSED FIRE HYDRANT ASSEMBLY - SEE CWS PLAN PER C.O.B. STANDARD DETAIL D-14, DUSTING FIRE HYDRANT UNLESS OTHERWISE NOTED. $ PROPOSED 2° BLOWOFF ® CONSTRUCT SEWER MANHOLE PER ASSEMBLY -SEEEECWS PLAN N.O.R.S.D.'S STANDARD DETAIL $-7. PIPE SIZE EXISTING SEWER MANHOLE 8'S —UTILITY: EXISTING SEWER CLEANOUT W -WATER S -SEWER - G -GAS D -DRAIN IR -IRRIGATION 1 PHASE 6 NOTE: CONTRACTOR SHALL VERIFY POINT OF CONNECTION TO EXISTING SEWER MANHOLE AND NOTIFY ENGINEER OF ANY DISCREPANCIES LEGEND (CONT.1: 351 TOP OF MANHOLE — - _ _ CENTERLINE SOLEET 10 CONSTRUCT STORM DRAIN PER C.O.B. STD. —.—s— CONSTRUCT SEWER PER N.O.R.S.D. STANDARD n,8 PROPOSED WATER - SEE CWS PLAN — w ---------- TRACT BOUNDARY 1 WALL= EXISTING SEWER Q�� EXISTING WATER RAPEXPANSION EXISTING STORM DRAIN I EXISTING GAS PHASE LINE ® EASEMENT LEGEND SECTION LETTER SHEET WHERE SECTION IS SHOWN QUAIL CREEK ROAD SEE SHEET 7 i0 I N R/W i o � i =$ 1z'S R/W SUMP I f SOLEET 10 r � Z z'I n,8 6^ BLOCK I R/W w a * o 1 WALL= FUTURE SUMP Q�� '', RAPEXPANSION I AREA I z oo'. i O"<� -- - m j0g N I F Qj> i QD oNt I + 0 XIMATE IT SHED i ^.AIRFACE PIPE FL 1e . _ _ - 60.11 -_ J 0� �- -- --�— F� c' �' N - — = e — -- wi ti vi `� z'wm IX. POWER POLE zz.i'i _..� _.... __ -r _. _. _.._°. ._(TO BE RENOYED..-;:' o m rn .. o v c BY OTHERS) vl n x oxo EX.R/WJ Qa EXISTING TRACT 7229 3mQ D.W mm� N h j W .w QUAIL CREEK ROAD SNOW ROAD SEE SHEET 7 STA. 10+00.00 C.L. TO 16+62.79 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 418 - __-_ - - 418 — �� z 3 w Q -0.14 ...._ J �_- �� INSTALL 179.33 IF OF 24' RCP 0128 f INSTALL 231 07 LF OF:24' RCP` 416 II — T- 41 414 w ry '- Jin + 414 z o 412 ITS ---_ --_- .. _ _ P!---- --- -__ z �I` TTI w ( t I. _._. AIS 412, - � o M M -----' ~--__ 4 '.._ _ III _ III; I 'I. r III � "°� a Jr I __ } _.- _IL_ I ' I 410 410 1 408 - > �� + a 408 o' 406 jOR mww�� - - Al h -_ 1406 /—N-11 --� _ _ g _- 404 S NO N0 a NTERU i -- 404 402 - l ' + ; ' ERLIN 11� 402 400 - j I _ � 400 398�!�� 396I ; , 'I II', '--�}--- __ �I iI I 396 I I I --- 394- �, -I -- r_� 394 392 T NV z4'o INV 24'-1 -~— i - ��II 392 390 - 390 388' - r--�- J NV. 12's 388 \@ N N INV 1 5 z w3 q 3 IX. 12'511 � �� i U� __-_ o_"''z'zw Ja -- 386 386 0 384 - oz N III ------- z Iw m 1�. - I'1,-_.. - r r ---- �- a • I� m k ®� a +d 384 +I m� i a 1 J _ a 1,11;n: .0- Q 382 �3 * t o� Imo' �� - t 382 -- 1 bx mm �w W w �..__ --.� — �_ 380 -- z J J m w w 380 INSTALL 6 ii LF OFI 376 aw w hz SDR 35 PVC —� 376 INS TALL V9-4.561F� SEWII2 0.208 IN ALL 40006 LF Ok�12 AS PVC SEWER A .20R - - EWER 0.2012 OF 12 2 35 PVO 376 1 — L� 376 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 INSTALL 56.37 LF OF ' RGP a 6o3x EASEMENT LEGEND: OPUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, M. BK. 48, PG. 22 O15' WIDE CITY OF BAKERSFIELD IRRIGATION PIPELINE EASEMENT PER DOC. No. 0201118720 O.R. O20' WIDE DRAINAGE EASEMENT TO BE DEDICATED TO CITY OF BAKERSFIELD WITH FINAL MAP. O15' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT No. 0201089312 O.R. O16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG 1119 BOTH O.R. (TO BE RELOCATED). O6 10' WIDE STANDARD OIL 00. OF CALIF. PIPELINE LICENSE AGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION WITHIN THE PROJECT TO BE REMOVED). O10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. O30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 O25' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED TO CITY OF BAKERSFIELD WITH FINAL MAP. 10 20' WIDE SEWER EASEMENT TO BE DEDICATED 0 TO N.O.R.S.D. BY SEPARATE INSTRUMENT PRIOR TO SEVER PLAN APPROVAL. 416 414 412 410 408 406 404 402 400 398 APPRO 396 394 392 416 414 412 410 408 406 404 402 400 398 396 394 _ 392 390 MP , IB EEI 390 SU 4 390.0 388 �- 388. SECTION U SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 04-0r, to VN1.15 I 1 prJL� € y c Know what's below. Call before you dig. f J r � Z z'I 6^ BLOCK I R/W w a * o 1 WALL= J '', z z I _ I z oo'. i O"<� -- - m j0g N I F Qj> i XIMATE IT SHED ^.AIRFACE PIPE ' I ',. INV. WD 416 414 412 410 408 406 404 402 400 398 396 394 _ 392 390 MP , IB EEI 390 SU 4 390.0 388 �- 388. SECTION U SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 04-0r, to VN1.15 I 1 prJL� € y c Know what's below. Call before you dig. SUMP NOTE: OVEREXCAVATE TO A DEPTH OF 88 FEET SU BELOW EXIST. GRADE (ELEV. 404.00) AND Sf SACKFILL TO ELEV. OF 890.00 WITH CLEAN COHESIOIO_ESS SAND CLASSIFIED AS SP OR SW IN THE UNIFIED SOILS CLASSIFICATION SYSTEM TO ENSURE ADEQUATE PERMEASKITY FOR WATER TO DRAIN W SEVEN DAYS OR LESS. LINE TABLE 1 BEARING DISTANCE 1 I INSTALL 6' HIGH N 45'48'31" E 21.21' CHAINLINK FENCING N 7342'17" E TRENCH WIDTH NOTES 1 ' N 8911'29" W 146.02' S 84.08'25" E i 1 EXCAVATION AT 1. IMPORTED SAND AND AGGREGATE - 12.22' - f S 8911'29" E 705.61' - N 4411'29' W 21.21' 6 N 4628'24• E 20.97' io CONTRACTORS OPTION SHAT. BE PER TECHNICAL J � J � SPECIFICIDINJS FOR EARTHWORK. j S 88'32'09" E 81.51' 00 LU SEE NOTE 3 CL W Q d mffX. J a.H 2. SEE TECHNICALOR SPECIFICATIONS M VMR W = Q 2:1 Z GH �i FOR EARTHWORK IF TRENCH Z IM O H F W O WIDTH EXCEEDS LITE MAXIMUM SUMP DATA SEWERCURB WITH A HIGH "S', CHISELED ON I Z o VOL. REQ'D: 2.62 AC.FT. SHOWN ON THIS DRAWING. ? d LATERAL TOP OF CURB WHERE INTERN CROSSES ENDER CURB. TOP B, T� N VOL. PROVO: 3.68 AC.FT. O LL X BACKRU_ COMPACTED TO m BTM. ELEV.: 390.00 WHERE NO CURB VMS, OR WHERE LATERAL ENDS LT OR 12' W V DWS UV.: 399.50 0 90% RELATIVE COMPACTION 3. STREET ZONE TO COMPACTED 9 MORE BACK OF CURB, SET A 4° x 4" 3'-0" REDWOOD L4 �N ro 95% RELATIVE ON w w STAKE EXTENDING 2" ABOVE FINISHED GRADE OR TO IF wflHW ROADBED � N 90% 90 BD BDv N RELATIVE COMPACTION F OUTSIDE TTI TOP PANTED WUTE Z> ^•, RAPORIID SAND COMPACTED TO OF ROARED- SEE TECHNICAL SPECIFICATIONS FOR FAR111WORK. INSTALL 6' HIGH 4•-0AT z z g CHAINLINK FENCING 9S% RELATIVE COMPACTION 3 PROPERTYUM LINE Tp (TEMPORARY) FOR M M s 4. MINIMUM COVER OVER ALL SEWER + .� + H FUTURE EXPANSION SEWER MAIN EXISTING SURFACE — ' _ MANS TO HE 6' AS MEASURED FROM FINISHED 6 3' 7D fi" NATIVE 6A4TERIAL WRIT GRACE 0' D50=8in. RIP -RAP .1 7 o N 3jd" MAX. GRADATION OR #FORTED z SANITARY TEE OR WYE .�J=' NEW SEWER LATERAL I z SAND WHERE REQUIRED BY OISTRICT 5. PERCENT RELATIVE COMPACTION IS S 88'1418" E — STAINLESS STEEL STRAPS a 2i B" MW. 6' COMPACTED TO 95% RELATIVE THE PERCENT OF THE MAX. p tl� F — TYP OF 2 FIR r MAX. r COMPACTION DRY DENSITY AS DETERMINED BY 30"D c1 STRUCTURE P V.CP. $ O.L HPE A5TM D-1557 (5 LAYER) 110 87 57 • 11 E 10 T - _ 6' HIGH BLOCK WALL - PVC SADDLE WITH I NEOPRENE GASKET, TRENCH (TEE OR WYE) 1 1 / CONCRETE ENCASEMENT. PIPE H'Mrv.. CENTERED w:v SEE NOTE 3 z 4" OR 6" HOUSE LATERAL "—VCP OR PVC PLUG BACKFILL COMPACTED TO 90% RELATIVE COMPACTION 45' PVC OR VCP BEND J HORIZONTAL 1 SLOPE 1/4' PER FOOT MINIMUM _ IMPORTED SAND OR AGGREGATE COMPACTED WHERE TEE 5 INSTALLED L .— —PROPERTY LINE TO 95% RELATIVE COMPACTION AND TO WITHOUT HOUSE LATERAL TEE PLM iM z CEPTH SPECIFIED BY bi57RlCi 6N SHALL BE PLUGGED WITH VCP • �N OVER -EXCAVATED AREAS OR UNSUITABLE OR PVC PLUG. -F.---L SUBGRAOE MATERIALS - 716, MIN. ISOMETRIC 6• B' MAX. 5" s PVCSEWERPIPE NORTH OF RIVER SANITARY DISTRICT No.1 1 NORTH OF RIVER SANITARY DISTRICT No.1 15 NORTH OF RIVER SANITARY DISTRICT No.1 _ TYPICAL SEWER LATERALk LATERAL CONNECTION TO EXISTING MAIN SEWER PIPE BEDDING AND BACKFILL DETAILS A, ,,, AECOM DATE OUWN $HEET NO. 10 REVISER @2/10 ROASED A „e u. 9�mo AECOM DATE DRAWN SHEET NO. pct/7D REVISED am,cm.e m.as�m ,m AECOM DATE DRAWN SHEET NO. DATE REVISION TWmmo v mx�11 DATE RMONr m, m,s F°wi�.mam 10/04 S-3 ES DATE REVISION x s� m FF m,iaimsc 10104 SA ll$ 12' MIN. CLFAROUTS WITH REMOVABLE STOPPERS #FLOW — — —NRS PIPE FLUSH WITH INSIDE OF j0F MANHOLE OUTSIDE MANHOLE INSIDE LOCATE MH SHAT OVER DOWNs1RFAM MANHOLE WALT.. UNEVEN EDGES SHALL HEROAD _ PAVEMENT ROAD PAVEMENT PItSTEREO sMOODi WRIT CEMEM MORTAR.TEESRADIUS = 2 x DIAM ---1 1/4" SLOT FOR LIFTING COVER I PLAN 1 1/2 24" DIA.-ALHAMBRA FOUNDRY NO. A-1254 OR EQUAL r -o a FOR CONCRETE COLS DETA. SEE S_11 — ''— — FOR MANHOLE TOP DETAILS SFE S-11 36" DIA.-ALHAMBRA FOUNDRY MIN. � RESIDENCE NO. A-1251-4, OR EQUAL i a oti 1/2" CEMENT MORTAR 3 3/4° 0 �o Si6" MRN. B" MIN. (FOR GRADE RINGS) NOTE:'N ogn m MANHOLE GRADE RINGS AS REQUIRED. LETTERING SHALL BE 3" HIGH MAX. HEIGHT r PER SECTION "EC" e• MIN. 3/4" DIA. HOLE - 4 REQ'D N 1.!U ECCENTRIC CODE SECTION PLAN o 1/2• MORTAR OR 'KENT SEAL" BETWEEN o NOTES SECTIONS TO FORM WATER TIGHT 1. MANHOLE RINGS, CONES AND JOINTS -TYPICAL SECTIONS SHALL BE AS z MANUFACTURED BY ASSOCIATED FOR BACKFILL REQUIREMENTS SEE PIPE APPROVED EQUAL APPROVED EQUAL _ BACKFlLL DETAILS, SHEET S-2 ° "T' CLASS "A" CONCRETE VARIES 8" PLACE CONIC. 1/4" BELOW 1/2- CEMENT TOP OF PAVEMENT 2. MORTAR SINN -1 HE MIN. r MIN. CLEANOUT (TEE) MTH REMOVABLE STOPPER 1 PART CEMENT To MORTAR PAVEMENT 4 PAR75 SAND. D (INCH) T (INCH) EC (INCH) F (INCH) PROPERTY LINE 3. MANHOLES WITH A DEPTH 48 6 7 24 FINISH GRADE 10 1 — GREATER THAN 10 FEET SHALL Bp 8 8 36 8" MIN. BE 50' DIAMETER. �gy 3' MhN. GROOVE &MORTAR. TYP. j2 R MANHOLE GRADE RINGS ROAD SECTION AGGREGATE 5w SLOPE 1 BASE PER CITY OR TEE oR wYE ,.� SECTION COUNTY REQIREMENTS i'vi % f/�MAw SEWER i -Tr- "'Rr_- -fNr - -Fir -TD- - -nT- QTY FLOW i o'rIF,� „ �.�:..rF•" — E gl" .• I" ' .�/�--+• n g g =-Rfr _-i1�r °-..11__ T,- a ( 1 9' BELOW 0.2 LARGEST PIPE' PLAN a #a BARS ®1r D.C. ELEVATION POUR BASE AGMNST UNDISTURBED SOIL 0 �I NORTH OF RIVER SANITARY DISTRICT Na.1 NORTH OF RIVER SANITARY DISTRICT No. NORTH OF RIVER SANITARY DISTRICT No.1 48" AND 80" I.D. STANDARD MANHOLE TYPICAL HOUSE CONNECTION " MANHOLE FRAME AND COVER 2/10 REVISED „8 2/10 REVISED m a,m mo AECOAA DATE DRAWN SI#ER N0. _ : a gg- g� 2J10 REVISED w r= ft &41,, AE -COM DATE DRANTN SH£EF NO. W (R mA 4". mo AECOM DATE Iuwm SHEET No. DATE REVISION r emsa» F m,�nm 1DOR $-$ DATE REVISION T Wt9f.1Y31 T m,.mAa� 10fti4 .SILT a coaaAy DATE REVISION mm,'m s enAsnm 10/04 S11 &"a 4� SUMP NOTE: OVEREXCAVATE TO A DEPTH OF 88 FEET SU BELOW EXIST. GRADE (ELEV. 404.00) AND Sf SACKFILL TO ELEV. OF 890.00 WITH CLEAN COHESIOIO_ESS SAND CLASSIFIED AS SP OR SW IN THE UNIFIED SOILS CLASSIFICATION SYSTEM TO ENSURE ADEQUATE PERMEASKITY FOR WATER TO DRAIN W SEVEN DAYS OR LESS. LINE TABLE 1 BEARING DISTANCE 1 I INSTALL 6' HIGH N 45'48'31" E 21.21' CHAINLINK FENCING N 7342'17" E 14.48' 1 ' N 8911'29" W 146.02' S 84.08'25" E i L - 12.22' - f S 8911'29" E 705.61' - N 4411'29' W 21.21' 6 N 4628'24• E 20.97' J � J � cc j S 88'32'09" E 81.51' 00 LU � CL W Q d mffX. J M VMR W = Q 2:1 Z N Z IM O H F W O SUMP DATA I Z o VOL. REQ'D: 2.62 AC.FT. N ? d T� N VOL. PROVO: 3.68 AC.FT. O LL X z m BTM. ELEV.: 390.00 0 12' W V DWS UV.: 399.50 9 s L4 w w BD BDv N TTI Z> INSTALL 6' HIGH z z CHAINLINK FENCING 0 3 Tp (TEMPORARY) FOR M M H FUTURE EXPANSION 0' D50=8in. RIP -RAP .1 7 o N z S 88'1418" E — 68.53' p L4 INSTALL OUTLE 30"D c1 STRUCTURE P C.O.B. STD. D-11 110 87 57 • 11 E 10 T - _ 6' HIGH BLOCK WALL SUMP NOTE: OVEREXCAVATE TO A DEPTH OF 88 FEET SU BELOW EXIST. GRADE (ELEV. 404.00) AND Sf SACKFILL TO ELEV. OF 890.00 WITH CLEAN COHESIOIO_ESS SAND CLASSIFIED AS SP OR SW IN THE UNIFIED SOILS CLASSIFICATION SYSTEM TO ENSURE ADEQUATE PERMEASKITY FOR WATER TO DRAIN W SEVEN DAYS OR LESS. LINE TABLE UNE BEARING DISTANCE L1 N 45'48'31" E 21.21' L2 N 7342'17" E 14.48' L3 S 84.08'25" E 19.31' L S 8751'44• E 12.22' Z N 4411'29' W 21.21' 6 N 4628'24• E 20.97' UUILtI bIHUU1UKt NOT TO SCALE ® 'IV N ,y No64620 ¢ cavp civil gTFG} 4up FOQy\� W W OG of-Za Know whafs below. 3: Cal) before you dig. O Vts1T,j I ti DNI-"( I �� F s s E`., (Rl U "..« F ° ,,.t �. - . .." LL--- CITY RECORDS NO: 0 Z Q IL Z a J � J � cc 00 LU � Q d mffX. J VMR W H LU Z N O H F Q N O z 0 o V 9 ® 'IV N ,y No64620 ¢ cavp civil gTFG} 4up FOQy\� W W OG of-Za Know whafs below. 3: Cal) before you dig. O Vts1T,j I ti DNI-"( I �� F s s E`., (Rl U "..« F ° ,,.t �. - . .." LL--- CITY RECORDS NO: 0 12 15 4 2 I 6' HIGH 6' HIGH 13 I �. PERMANENT FENCE TEMPORARY FENCE I i � ■ JI 14 S89'11'29"E 73 88' _ 43.42,INSTALL N+ yoE I 589'11'29"E S eA0/ CH INLINK FENCE PER •E 15, 86 N� FG■ FG R'� 2 11 I C.O.B. STD. DETAIL D-12. NHg'h2T� yp1. I — S8971'29"E \ 146.02' 405.10 FG FG `tet S89'1129"E `�� 120.61 404.00 c 4 ..ssG � / CE -■" " e I 13.5 o g r Ao-------- '"� SURFA ■ o0 ,Fc / 0 — — — — — — — — — DESIGN WATER 145-6T c, 2% N 2:1 1' 588'32'09"E 109.35' 12 i cF om a■a N 10 21 A=16'49'15" <r 3 R=27.64' N ■ INSTALL 6' HIGH n I - 4.0 0 T= CHAINLINK FENCE PER orn `O T=4.09' p l n C.O.B. STD. DETAIL D -12.z -'�- No z ■ SUMP DATA Q a S w VOL. REQ'D: 2.62 AUT.I 29 FFG/ L4 39G� VOL. PROV'D: 12.03 AUT. TRACT BOUNDARY I BTM. ELEV.: 390.00 w DWS ELEV.: 399.50 ■ 0 0 0 0 l 2D' 3 ! I ■ z 15 DRAINAGE COLUMNS o 9 N /I SEE DETAIL "A" O O O THIS DRAWING : o% cn a °O o i N D50=8in. RIP -RAP INSTALL OUTLET 20' C/C 4 I 1 o STRUCTURE PER (TYP) C.O.B. STD. DTL. D-11 a o I S 8814'18" E - ■ 1. L8' I 68.53' _ z_ 1} I 29 as _ 404.27 FG 30"D ------- -----' 40y,'96 FG 44b; 40F 1. L6 o S 87'51'44" E 123.67' } 404.52 FG '�O>so N88'24'28"W 188.70' ■ _ '`v' 6' HIGH BLOCK WALL 404.44 LS 404.51 LS:13FG' 272.00' — --- — 30" DRAIN ------------------------'ape ---Ls _ L3 INSTALL ACCESS GATES PER C.O.B. STD. DETAIL D-13. SUMP NOTE: 1. A SOILS ENGINEER IS REQUIRED TO BE ON SITE DURING CONSTRUCTION OF THE SUMP AND MUST REVIEW THE SUMP CONSTRUCTION PROCESS. 2. UPON COMPLETION OF THE BASIN, THE SOILS ENGINEER SHALL PROVIDE CITY OF BAKERSFIELD A WRITTEN VERIFICATION THAT THE REQUIREMENT HAVE BEEN MET PER THE SOILS REPORT. 3. THE ENTIRE SUMP IS TO BE CONSTRUCTED WITH TRACT NO. 7264. LINE TABLE LINE BEARING DISTANCE L1 N 45°48'31" E 21.21' 1_2 S 46°12'02" W 21.07' 1_3 N 88'54'14" W 16.26' L4 S 87`51'44" E 17.94' L5 N 87°51'44" W 57.64' 1_6 N 84°08'25"W 19.31' L7 N 01°42'31" E 19.93' L8 N 87°51'44" W 12.22' SUMP EXHIBIT SCALE: 1" = 30' HORIZONTAL INSTALL 6' HIGH TEMPORARY CHAINLINK FENCE PER C.O.B. STD. DETAIL D-12. 6' HIGH 1 6' HIGH INSTALL 6' HIGH BLOCK WALL ■ TEMPORARY FENCE TEMPORARY CHAINLINK FENCE PER C.O.B. STD. DETAIL D-12. 38 I� ELEV.=340' 4 FOOT OF CLEAN UNIFORM SAND TO MEET GRADING REQUIREMENTS FOR FINE AGGREGGATES SPECIFIED IN TABLE 1 OF ASTM C33 -STANDARD SPECIFICATION FOR CONCRETE AGGREGATES. MIRAFI NONWOVEN GEOTEXTILE 140 NL, OR APPROVED EQUAL 3/4" CRUSHED ROCK TO MEET GRADING REQUIREMENTS FOR ANY COARSE AGGREGATE SIZE NUMBERS 5, 56, 57, 6, OR 67, AS LISTED IN TABLE 3 OF ASTM C33. DRAINAGE COLUMN 1 Al SCALE: NONE U1 NOTES: 1. DRILL 3 FOOT DIAMETER WELLS TO 50' MIN. BELOW SUMP BOTTOM OR AS DIRECTED BY THE SOILS ENGINEER. 2. DRAINAGE COLUMNS SHALL BE FILLED WITH 3/4" CRUSHED ROCK. UPPER 4 FEET SHALL BE CLEAN UNIFORM SAND. T 1e' 6---1 �— OUTLET STRUCTURE NOT TO SCALE EXP. 46j* Oa -o f •3.0 UNITS f -z oNl.� i Know whafs below. Call before you dig. 0