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HomeMy WebLinkAbout6.2-643 Record DrawingID CD OD 0 cp L c1 ENGINEER'S ,1 TA E.MENT; lHE'SE PLANS AND SPECIFICATIONS WEPT. PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DEIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REOUiREMENfs OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD- ANY ERRORS, OMISSIONS SR OTHER VIOLA TIONS OF THOSE ORDINANCES, S"LANDARDS OR DESIGN CRITERIA ENCOUNTERED DURiNO CONSTRUCTION SHALL BE CORRECTED AND ALL SUCH CORRECTIONS SHALL RE REFLECTED ON REVISED OR AS -BUILT PLANS 10 BE SUBMITTED TO THE CI IY ENCIN'EER, APPROVED �, �7y� j !rt L 3 w j PiiFit.IC WORIs;.�"i DIRECTOR, CITY (;F �3AK[:RSFlELf1 DA � �{ NICOLAS FIDLFR C 61069 � � 0.' RECORD DWAY41ING REVIEWED BY: //l 0 _' < — /1 - — ¢ - v...�6-�✓ `y-✓ ,��"'�'.i� ..-....._e...._.e....,._._.. ,�. , 1,2 FRED 33=b Ta EXR C7 9i _c—���GL — _ _ _ �✓ t j _ p z ASSISTANT Pucquc WORKS DIRECTOR, CITY OF SAKERSPEELD DATE UNDER'R ID SERVU AIRr u OF SOUTHERN CALIFORNIA _ _ _ CT -Q- I..i CS L. AN OPEN .,TREE' PERMIT SHALL BE OBTAINED FROM THE CITY OF JAYERS_FIFLD PUtlLIC j r\ WORKS DEPARTMENf FOR ,ANY WORK PERFORMED WTHIN EXSTING AC,CEP(LO STREET RIGHT TOP OF 0.1kI. LYING M29.45' S 'N OF HOLE :AT THE EfrIN (RSEC O CORNER FAT SECTION 5, OF 'WAY UMUSS SECURED BY A SJBDIMSIO AGREEMENT, SECURITY BASED ON AIN soj? M. .i.i. L1'INO 29.40' SOUTH OF THE CENTERLINE INTFr.SECliON OF HST BELLE ( \ O t APPROVED kRIUINEERE REQUIRED TE FOR P VIDE PERFORMED WITHIN RIGHT Or WAY MI AND I? ,; a (F R`r'�ACE r`1,i�D Gl)TTCN>''J G(✓ ROA[). INsuxAN(.E AS REiauis D +i .L BE PROVIDED PRIOR r0 Issbn4GE OFA PERMIT. ! \/= ELEVATION -V CITY iNSPECT'ON ____ _ \ j E.A70Pa _ 385.41 {USG3 DATUM) PER TRACT 63713 PLANS THE BEARING OF NORTH 39'TV23" EAST FOR THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECHON 5, 1. 30 S., R. 28 E., 1M.D.8,& M, {ALSO BEINIG THE CENTERLINE OF EAS[ BELLE TERRACE) PER RECORD OF SURVEY N0, 3546 FILED IN BOOK :30 OF O / C SURVEYS I R �OKD�- r G 0 AT PAGE 100 IN THE KERN -lE OF -ICE ISE Of THE K_RK, COUNTY RECORDER'S OFFICE WAS tJ5LD AS IN BASISOFBEARINGS SHOWN UPON THIS MAF. �.I BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 30 SOUTH, RANGE 28 EAST, MOUNT GiA81.0 BASE. AND MERIDIAN, IN THE CITY OF BAKERSFIEID, COUNTY OF KERN, STATE Or CALIFORNIA. I C m co 0 1 VICINITY MAP NO SCALE ��� CID SHEET INDEX NUMBER C) SSp12 SEINER 14ANHOLE WINUMBER (U) 43D&12 STORM DRAIN MANHOLE W/NUMBER oma-, G8#12 CATCHCATCHI BASIN W/N+IMBER - PROPOSED SEWER MAIN - PROPOSES STORM DRAIN — EXISTING SEWER MAIM, tea— EGIGTING STORM DRAIN TN6i— TOT' OF MANHOLE ELEVATION !NV - PIPE INVERF ELEVATION 8 FNER (EAST, SOU H H, NORTH, WEST) 1,003 IF P EI.0 - POLYVINYL CHLORIDE 32 APPROX11,1ATE CONTRACTOR SHALL VERIFY 6 SEVFR ALL LENCTr S PRIOR TO AHDDING TIFj PROJECT P !" '.- REINFORCED C.ONCFE FE PIPE R ( J,- RUBBER GASKET JOINT CB CATCH --BASIN STORM GRAIN :30' RJ - P. STORM SPAIN 562 LF' S4 F.C.P SIGRM CHAIN '"271 LF 18R.C.P. S ORAI DRAIN 588 -F TYPE n CAIC.H TOCSINS 4 EA STORM ERAIN MANHOLE 5 EA OUI LLE f �TRUCIORE 1 FA 3_1iE,f_ NNr3 INDEX TITLE SHEET (rD GENERAL SPECIFICATIONS 2 % MARDI GRAS FOUL 2.o CITADEL STREET NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENGROAOHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. DP Iql 'RtW 1AOu tp 2000 ArtUor rr o c�Ys �Rlst t:n me C04:PITY 'Y I'' sDPS clrr PARK S1JMP�PARK � E7;PP,NS'ON SITE ShL I , BELLE TERRACE CITY i - IIS PARK SITE CITE 3 Slk j'S''r'4 I 'I �,Rao ` {t KITY PA rK) - y — G,k lY— �+ `I jt CITY if I Dq a, - k , o z C Y cer sspi d, nng CRAS Du �� SSAi-J��I—'� Y TRA (AUNTY PN0P0SEE 1) 1 AH—FL. I I��H SCHOOL SITE P.M. N<) 8504 1 3P J ' 41- , i U CHY COUNTY TRAC T 1761 i Q014\ImpHnaernents�Ci!9 APProvaRGe.ver-Siam Dram 4-OAIR_Ront Sheet:9mn NATEGLiNKARd MLLE1 1ALS 'LLS EST1MAIF QUANTITIES FOR PLAN CHECK AND NSPECDON FEE Chi CULAPONS. NST 'Fr BE USED FOR BIDDINC PURPOSES. SEWER 8 FNER MAIN 1,003 IF 8 EWER MAIN (I ATFRAI_S) 32 LF 6 SEVFR MAIN (mATERA7S) 42 LF P.'G LINED T -EWER MANHOLES 1 EA SEWER MANHOLES 3 EA THE-IN(S) 1 EA STORM GRAIN :30' RJ - P. STORM SPAIN 562 LF' S4 F.C.P SIGRM CHAIN '"271 LF 18R.C.P. S ORAI DRAIN 588 -F TYPE n CAIC.H TOCSINS 4 EA STORM ERAIN MANHOLE 5 EA OUI LLE f �TRUCIORE 1 FA 3_1iE,f_ NNr3 INDEX TITLE SHEET (rD GENERAL SPECIFICATIONS 2 % MARDI GRAS FOUL 2.o CITADEL STREET NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENGROAOHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. DP Iql 'RtW 1AOu tp 2000 ArtUor rr o c�Ys �Rlst t:n me C04:PITY 'Y I'' sDPS clrr PARK S1JMP�PARK � E7;PP,NS'ON SITE ShL I , BELLE TERRACE CITY i - IIS PARK SITE CITE 3 Slk j'S''r'4 I 'I �,Rao ` {t KITY PA rK) - y — G,k lY— �+ `I jt CITY if I Dq a, - k , o z C Y cer sspi d, nng CRAS Du �� SSAi-J��I—'� Y TRA (AUNTY PN0P0SEE 1) 1 AH—FL. I I��H SCHOOL SITE P.M. N<) 8504 1 3P J ' 41- , i U CHY COUNTY TRAC T 1761 i Q014\ImpHnaernents�Ci!9 APProvaRGe.ver-Siam Dram 4-OAIR_Ront Sheet:9mn NATEGLiNKARd ch 0 0 <i_ 07 0 ,a 0 C] I 0 0 I1 0 0 N cl CO O I �' cc J 00 cH SJ CA t, ENEPAL Sf CiFICATi{7PT3 I, ALL CONS RUCTION SHALL CONFORM TO THIS FLAT,!, THE CALIFORNIA OUll-DING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST FGILOV ANS STANDARDS PERTAINING THERETO. H c - DOCUMENT i"1ALL BE MADE A PART HEREOF. 2 ALL CONSTRUCTION WITHIN THE CHY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE VVI LH CITYOF BAKERSFIELD STANDARDS AND SLATE OF CALIFORNIA, DFFARTM N OF TRAN!'POR.ATIOA STANDARD Sr ECIFICANOINS, DATED 9010 FHSG STANDARDS, DRAWINGS ARID DETAILC SHALT BE CONSIDERED A PART OF THESE PLANS AND TME CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. START t- R �r a nI d v Y Tr,R , I F f I ITS BEFORE F C't 3 '.r CJN C. ATOP SHALL 03. ,,.N ,+,NJ PAY GP ALL NECESSARY FORM F c" I I 4.. V "Illy. J f ! Srl BE OST IP! U FROM THE CJh1.,TrtUCT10\. Ail OPEN 5 REST P-Rlv � SAKFRSFILD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO OF PERFORMED IN THE FXL TING A C'PIR-DSTREET RIGHT -OF `NAY USLLSS SECURED BY AN 11PROVEMENT '-EEMEND APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S EoLNATF -0R-THE WORK PFRFORMED WITHIN T4- STREET RIGHT-OF-rIlAY SHALL BE POSTED PRIOR T" ISSUANCE OF A PERMIT. 11. 24 HOUR NOTICE PRIOR 10 THE. START OF ANY PHASE OP CONSTRUCTION, 7HE CITY CONISTRUCTON INSPECLICH SEC -ION SHALL BE GIVEN AT I -AST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (651) 326-3049. 5 THE. CONTRACIOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS DATA AND MEASUREMFN'TS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. 4`,'Rlr[TN IMSISKSAS ON ',HESE BEARINGS SHALL HAVE. PRECtDEFhE EVER SCALED DIMENSIONS. PORTER & AND ASSOCIATES, INC MUST BE NO CI icf OF ANY VARIATIONS FROM THE DIUENSTONS ANJ CONDIFLOPIS SHOWN BY THESE: DRAWINGS. I - Tr N F. AN ACCORDING fJ 'i r UNDERGROUND -�^ "r F WI ON HIS P_ C R E 1 u L I r ADD I J ,IGH JUNG uN__, HAVE BEEN ' w u I 6 VAII b NOT .,F ( LF ERRORS OR I ^. F Ef -Iv ERI NJ RE�PO11 L,LL FJf2 Oo;,IB F'AI ,.B 1 COPDo THE BCI � f OtAIS61Ot,S. THE CONTRACTOR IS RESPONSIBLE OR VFRI 1CATIOLJ OF II{. LOCATION AND DEPTH OF AL:_ UfILIIES PRIOR TO BEGINNING OF ,;N`S WORK UNDERGROUPJD SERVICE ALERT (U.S.A.: -800-227-2600) SHALT B7: CONTAC FT) AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROJFMENTS OR Ufl'.ITIES THAT ARE R_110VED, DAMAGED OR UNDERCUT BY CONTRAC'TOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DfRECI'ED BY THE PAC NEER AND APPROVED BY THE GOVERNING AU'HORITY. 8. IF A PRO13LFM OR CONFLICT SHOJI D ARISE DUPING FIE COURSE OF TIF PROhUECT, IT IS TI-iE RESPONSIBILITY OF THE OWNER OR THE. CONTRACTOR iC NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO AHY FUR"HER WORK. 9 'HE CONTRACTOR SHALI- FURBISH ALL IABOP., MATERIALS TOOLS, EQUIPTMENT AND SUPERVISION NECESSARY FOR A COMPLETE ETE AND FUNCTICJi'AL, 1RQDUCT. 10 ALL WORK WHICH IS DEFECTIVE IN ITS CONS RUC ION OR DEFICIENT IN ANY OF THF RFQUIRE1ENITS OF THESE DRAWING AND SPEC HJ(ANO'vS SHALI BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION! WILL. 5E ALLOWED FOR SUCH CORRECTION. III IN THE EVENT CONSTRUCTION STAKING BASED 0'v THE CONSULTANT'S PLANS, DRAW111rS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT THE OWNER OR CONlIPPCTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRI"FINC AS TO THE GHANGE OF NG'INEER IN RESPONSIBLE CHARGE 2 THE GO PTRACTOR AGREES THAT H HAILI ASSUMES IF AND U�MFL FTL RrSTC IBLITyI FOR R JOB SITE ;OND!PIOIv°",TURING THE COURSE 0 ONS FP.UGTI(tI OF THIS PROJECT; INCLUDING EROSION, c DIMEN'TA'FON u JUST CONTROL PLAN AND N , POLLUTION UTION PREVENTIONF PLAN IbPIFF tlfATICN AND THE SAFETY .0r AIL PERSONS 0NAND2 PROPERTY; ( THAT ]HIS REQUIREBrNC.HALL APPLY CONTIBIJO'Sl-Y AND NOT BE LIMITED ,-0 NORMAL WORKNC ., HOURS, ANTHAT IHE CONTRACTOR .SHALL DEFEND, INDEMNIFY AND 'TOLD THE OWNER AND THE ENGINEER HARMIrnS FROM ANY AND ALL LIABILITY, REAI OR ALLEGED, IN CONNECTION aWITH THE PERFORMATIC" OF WORK ON THIS PROJECT, EXCEPTING FOR I IAB;LI FY ARISING FROM THE SOL, NEGLIGENCE OF THE OWNER OR THE ENGINEER, 13 1= 'ME CONTRACTOR IS IN DOUBT AS FC THE IAFANihG 0- ANY PART OF THF DRAWING' AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS HE SILELL SUBMIT A VR,TTTE N R' QCEST FOR AN INFER" ETA:ON OR A. CORRECTION IrIEREOF, PRIOR TO FILING HIS B O PRICE FOR THE PrROJ f. 4 PORTER & ASSOCIATES, INC, WIll I1JT BE RESPONSIBLE OR LIAELE FOR UNAUTHORIZED CHANGED TO OR USES OF THESE PANS ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORIEP & ACSOCIATES, INC. 15 NORMAL < FAKING AND MARKING OF THE PROJECT WILL BF SUPPLIED ONLY ONCE ALL RESTAKI'NG OR REMARKING SHALL BE AT THE EXPENSE OF THE COIJTRACTOR- 16 SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. 17. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN -0R THE WORK ILI IIIc IJ JDEDICA-ED ROADWAYS IN THIS PROFFRTY UNTIL A SUBDIVISION PERIALT HAS BEEN OBTAINED 18 NOTE CONTRACTOR SHALL STAMP AND 'S' INTO CURB FACE OVER EACH SEWER L TERAL 19. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO RIOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND,OR UPGRADING AS PER CITY ENGI-JEER. �e{.��?.�..�°vG���ER J�i vr•I�'ICr�i �i �il�� NIATERIALS JSTALL ,TF,N SHALL CONFORv1 TO CHAPTER 1 OF THE CITY OF BAKERSFIELD .>UECIVISI O'v DESIGN MANUAL AND V/'FH THE RECOMNIENUATLrNS OF THE MP.NIUFACTURER, 2. ALL PIPE AND FITTINGS SHALL BE 'BARKED OR STAMPED WITH THE TRAD=': BRAND NAM,. OF THE MANUFACTURER, AND SIRDNGTH OR CLASS OF PIPE. 3. PVC PIPE ITFS AL AI':ON: MATFR{ALS, PIPE AND FILLINGS S'IALL IMEEI THE REQUREPMEPTS OF ASTM SPECFi CATIONS ?"4 ANT) SDR a.' IPL AND FITTINGS'NG; SHALL BE OMJG EOU THROUGHOUT G-O UF AEfii F_ E FROM CRACKS, HOLES, FOREIGN INCLUSIONS JR OTHER INJURIOUS IFFr,S. RTNjNCS SFALF c3c TH SECTION MOLDED AND SHAT_ 8c INSTALLED IN LING ON NEW PIPELINES: -.U1 -IN FILINGS ARE NOT PERMITTED.. B. JOINTS: USE ONLY ELASTOMA FRIG GASKET JOINTS. THE ASSEMBLY OF JOINTS SMALL BE N ACCORDANCE `NFT+ THP rMANU ACTURER'S RECOY,MENDALONS WHERE PVC PIPE CONNECTS TO VOP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. tN STALLS f10^!- PIPE AND FIT R,GS SHOULD BE INSTALLED IN ACCORDANC':_ WITH ASThM 02:521 - ONLY CLASS i OR 11 EHBEDMEN-" MATERIALS WILL BE CONSIDERED :U'TABLE. 4 FOR CURVED PIPE ID NTIFH AUQUI TAF'F DESIGNED FOR USE )N SEWERS SHALL BE PIACED OF4 TOP OF SEWER MAID: ALONG LTS ENTIRE LFNIGHt. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEXIER LATERA -_S EXTENDING FROM, SE`,WE,2 MAID! .O RIGr{I-OF-WAY _IP1E. 5 SURFACE MARKERS FOR SEWER IA:ERAI .S SHALL BE IN'STA.LLED AT PROPERTY LINE PER C O.c3. STD SW -1, UNLESS OTHERWUC VOTED ON PIANS. 6 u E-FF7ItCn SHALL B NJ_P('-IOr MOLDED IP1 LINE AND SHALL R _ USED FOR \L.�ATL LATERAL CONNECTIONS ANN SH„=LL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE: HORIZONTAL PLAN RUNNING -THROUGH THE CENTFRLINE OF THE MAIN O,YE FITTINGS 0'EY SHALL BE a ED FOR VCP, ALL SFW -'R SFJBS SHALL BE CLOSED VI TH A STANDARD PLASTIC P -UG (,SOLVENT WELDED). "l ALL LATERALS SHALT EXTEND TO A DIN11MUM OF FOUR FEET BEYOND THE PROPERTY LINE ANO SHALL of r IN DIAMETER EXCEPT AS NOTED OR PLANS SF r r c� I F N E D„N.,E wl m THE cn� or BAK<R> D G. THC MANHJLCS .,1 AFL B_ CONS7RUCTFL I A.. DRAWINGS `W- 4 AND `'W 5 AND oFCDON. 70-1.02H AND 71- 1.07 OF THE STANDARD SPECIFICATIONS OF TND STATE OF CAUFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9 IH_ LES+OUT` SHALL B' CONSTRUCTED !NI ACCORDANCE NITH THE DIT'( OF BAKERSFIELD oT,NDAFD DR ,MNGS SW G. 'OF SYSTEM TE T FIG: NSTAUFD PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OFTHE SOIDDIVISON DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND Ar: LPTABL. TO THE Silly OF BAKERSFIF D. 24 HOURS NO'TIC'E WILL BE PFQUIRED FOR TEST AND INSPECTION. < 11 PRIOR TO Tli`lAl ACCEPTANCE OF T.HE E` TGR SYSTEM, ALL MAIN LINES SHALL BE ITJ5rY r_CTEU WITH VIDEOEQUIPMENT DESIGNED FORTHIS PURPOSE F AND APPROVED VED d( HE GUY FTHC-CLEVI I II rhhDto SHALL 'LV 1 Fc'AdILL :y OF 3JitLMS S60 'd ORDERTO VIEW AND RECORD THE 'FTP ANO SIDES OF THE PIPE, AS REQUIRED- THF VID"c0 WITNESSED t NS '( ! H 1 c, ' n � � ( C W.. N,L ALSO F �Ur TRU J11 LOPE ,TDR O L L I 3Y CITY. .TI r-(' �/IT S'_J � NS I-P,I_L BE N IDS .(L, S E INITIAL AND DATE THE GIAW OF !- TOD r' FORM. THE SUBS VJT SHALL IP,iMEDIA :ELY NOFHY CITY OF ANY PPE LOCATIONS REVEALED 10 BE NOT N COMPLIANCE WITH THE SPECIFICATIONS A RECORDED VIDEO CASSETFF, THE COMPLETED "CHAIN OF CUSTODY" FORM ANS A WRITTEN OG (WHICH In CLUDES THE STATIONING, BASED JN THE STA ZONING OF THE APPROVED PLANS, OF ALL CONNECTED LAFERAL3) OF THE INSPECTION SHALL BE PROVIDED FOP VIEWING AND ,HALT_ RE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPCATLCF OF THE SYSTEM THE VIDEO CASSETTE FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. CONNECTION SEAL TO PVC LIMED SEWER LBNii OR MANHOLE 1 THE GORDO '-COLE SHALL BE APPROXIMATELY 3 INCHES GREAER THEN THE OUTSIDE RAFTER OFIIF CONNECTING LINE THE CORED HOLE SHALL RE DESIGNED TO CUT A HOLE FRITH MINIMUM DAMAGE 10 ]HE REINFORCING STEEL, PIPE OR PLASTIC FIBER 2 PRIOR TO THE INSTALLATION OF THE PVC ©OOT ON THE CONNECTON, THE PLASTIC UTTER AROUND THE PIPE AT THE CORED HOLE SHALL BF CLEANED PFR THE PLASTIC UNER MANUFACTURER'S RECOMMENDATION THE END OF THE CONNECTING UNE SHALL. BE SEALED TO *HF PVC 8CIOT WITH STKA 449203 PRIMER AND SIKA LISS 1A SEALANT OR AN APPROVED EQUAL. THE PVC GOOF _MALL BE ORDERED SO IT 'MLC RT SNUGGEY TO THE OUTSIDE WALL OF THE CONNECTION. 4, FHEF PVC BOOT ANG WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER TETE PLASTIC LINER MANUFACTURECS RECOMMENDATIONS, 5 THE CONNECTION LNE SHALL BE :ENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WAIL OF 'HF RCP. S. THE PVC BOOT WELD STRIPS SHALI BE MANUFACTURED BY AMEROTI, INC. OR AN EQUAL APPROVED BY -,It, CITY ENGINEER. c.;sOB 51��}i�M CaRAIN 5WEC1F 1t,AT41Ji*IS 1, UrJI-SS OTHIPRWISE SPECIFIED ON THEE PLANS, THE STORM DRAIN PIPE :-TAIL BF THE FOCI OWING'. A. REINFORCED CONCRETE PIPE (ROP)' REINFORCED CONCRETE PIPE SHAH BE CLASS Ill (ASTM C76) AND SHALL CONFORM TO THE REOU!REMENTS OF SECTION )5 OF THE STANDARD SPECIFICATIONS. {SEE GENERAL NOTE 2) B JOINFS SHALL BF NURSER GASKETED IN CONFORMANCE WIfH THE PROVISIONS OF SECHON 35-1,06 OF I TANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH IND REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D- IN ADDITION TO THE ABOVE REQUIREMENTS, All RUBBER G4SKETED 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. I?APROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. LQB. E 4 QrILN( SI}t.CIF1%A7IQ JS 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE COP]TRACTOR SHALL COMPLY 'III FIT SSC FAR 6422 OF TFIE LABOR CODE. _. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RICHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF DAKERSFIELS STANDARD DETAIL ST -22. IT, AEI- EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CIT`, OF BAKERSFIELD DRAWING ST -6. T, THE CONIP,ACTOR SIFAI,L BE RESPONSIBLE FOR DEWATERING ALL TRENCHES- IF TRENCHES OR PLYING BECOME DAMAGED DUE ED WATFO INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RCPAIR THE TRENCH AND PIPING 1'0 THE SATISFACTION OF THE ENGINEER AT THE CONNACFOR`S EXPENSE. 5, FLOODING OR WATERJETT OO SHALL RVOT BE USED FOR BACKFILL COMPACTION. 5. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWErR PIPE. WITHIN THE PIPE ZONE CLASS I BACKFILL IS NOT REQUIRED k PIPE SLOPE EXCEEDS 1%. 7. POMPACTIOLI TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REOUIRED TESTS SHAD RE DETERMINED BY THE CITY ENGINEER- THE" COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BAAKCHARGED TO THE CONITRACTIOR. NOTE TO CONTRACTOR AI L MANHOLES ARD GL_ANJJTc WITHIN -GnC", INCLUDING CXI: , G' MANHOLES, SHALL BE ADJUSTED TO FIJS11 GRADE N Ar, ORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CFIANGE OUT" OF BARREL RIM'S, CITY STANDARD _PLANES 1. fHr FOLLOWING CITCONSIDERED , OF BA' ER REL: STNDARL vRAI ^S SHALL B ATHESE PART J, PL„ PS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-39, THEREOF UNLESS OTHERWISE NOTED) Cl FY STD, No. DESCRIPTION SW -1 SEWER LATERAL MARKER ❑ ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ y" SW -3 PAVEMFFIT PATCHES ❑ f' ,.T PIPE SADDLE DETAIL SW -4 MANHO�', TYPE "A" ❑ Vi SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS 4 U Ll SW -6 6 CLEAN OUI OD SN_ / HOOSE CONNECTION WITH VC' SADDLE OE DRAINAGE CASIN ❑ SW -8 NDUnRTAI SAPS D TRAP n ❑ SW -1f) SAND TRAP ❑ SW - II HOUSE CONNECTION WITH CAST IRON SADDLE ❑ ❑ - SW 12 T f VALVE SEWER LIFT STA. ON AL C BOX ,p V(9j LZKW D-14 D-1 INTENSITY VS. DURATION CURVES ❑ ❑ D-2 RATIONAL. METHOD RUNOFF COEFFICIENTS ❑ D-3 CHANNEL PROTECTION ❑ ❑ -,--. Cy ANNEL PROTECT ZION D-5 RIGHT OF WAY FOR NATURAL CHANNELS ❑ CITY STD. No, U F ,O F I R{PTION ._.>., rcLL-i wP,n whw 0<- IF `dll'�F V���ZGZ a¢7 'cu,sC ¢moi IS o`O ro,ne FALL"-Roz-Snu;u z uwrYpo'�jcC� awsN IpN u� w Ip 1, �,su~via�orSz , �s�L oul�m,a n RapSc.COr >w 4 U u Y r� Z, o w � ro c9�p> GE m �ss`r5 IoIXEzzIL �I-=rozP' Som D-6 LANDSCAPED CONSTRUCTED CHANNELS L p s a'r D-15 CATCH BASIN, TYPE A --i .— D -i6 .NUTTIER D. SS',ONS D-17 JUNCTION BOX D-18 MANHOLE, ,TYPE. "B" D- 19 DRAINAGE WELL, TYPE 'B" ST -22 GATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS SF -6 DATED 1/11/99 PAVEMENT PATCHES Ownerahl6of Daoarn ___IWs --_-.____ doI,hh.I,t filtj 1 a and d s_gns n orpa aiEd here n zs an L, trlmem of mesa ional X,rvioer,th property of I:ltegfatad vPslyns by 60MAM I ,,I f- tl i not. ie us f. L ahc,e m m art f¢ ar s o p eny other pmjecl ',shout written autnprizatlon. ITS CCP, RIGHT 2017 ^ ¢p%�niiE-Oro D-7 RIGHT OF WAY r`9R CONSTRLJCTPD CHANNELS l ro D-8 RIGHT G'F WAY FOR LIMED CONSTRUCTED CHANNELS D-9 f' ,.T PIPE SADDLE DETAIL z a � w o. v �J__ J "¢m Va�umso a 4 U 0-10 SIDE`PIALK UPIDERDRAIN OD - pwooaEjrr- D-11 DRAINAGE CASIN z Fc i cwt ro U) 0 zvi-wux0iyw CHAIN LI ✓ FENCES N J z,oD-12 z. ro cu x oar r c m 0-13 C'r!,41N LINK GATi°! >"a'' ,p V(9j LZKW D-14 CATCH P S!N, TYPE "A" aro mo3w Owza�>w D-15 CATCH BASIN, TYPE A --i .— D -i6 .NUTTIER D. SS',ONS D-17 JUNCTION BOX D-18 MANHOLE, ,TYPE. "B" D- 19 DRAINAGE WELL, TYPE 'B" ST -22 GATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS SF -6 DATED 1/11/99 PAVEMENT PATCHES Ownerahl6of Daoarn ___IWs --_-.____ doI,hh.I,t filtj 1 a and d s_gns n orpa aiEd here n zs an L, trlmem of mesa ional X,rvioer,th property of I:ltegfatad vPslyns by 60MAM I ,,I f- tl i not. ie us f. L ahc,e m m art f¢ ar s o p eny other pmjecl ',shout written autnprizatlon. ITS CCP, RIGHT 2017 FII_C Y• Li -V DIV.OE IFESTATEJCA7FQN STAM� DI J° �`HF STATE ARCHITECT Gr9 r OF RECUT ATION SERVICES �03-118394 AC__FLS�_SS�___ DATE _ TRACKING !(: 03321-300 Ms ,. '5Y "r 'ED 1 2 i'E E €2 CE 53440 EXP. DATE l -G , fi - %D ('i; Sheat No,: ¢.)Releaee:- J:\3014\Improvements\City Approval\Sewer-Storm Drain Plans\dw913914-S`1VR-Front Sheet.dwg NATE SL9'A l Qz 0 �J__ J LAJ a CD OD U) 0 i L! J t� On I!' ISL. LLJ V J00 >k p _ggi�gg Ld e ( Ivj, w LEELLJ Lu LLJ ESX y v LIE ztT c'3ZM uj CJ t�a1 e z V; a` N I I j — o J „� Agency Approval Stamp: FII_C Y• Li -V DIV.OE IFESTATEJCA7FQN STAM� DI J° �`HF STATE ARCHITECT Gr9 r OF RECUT ATION SERVICES �03-118394 AC__FLS�_SS�___ DATE _ TRACKING !(: 03321-300 Ms ,. '5Y "r 'ED 1 2 i'E E €2 CE 53440 EXP. DATE l -G , fi - %D ('i; Sheat No,: ¢.)Releaee:- J:\3014\Improvements\City Approval\Sewer-Storm Drain Plans\dw913914-S`1VR-Front Sheet.dwg NATE SL9'A O N CONSTRUCTON SPECiFICATlONS OO INSTALL SEWER MANHOLE rs00iB'4o Cc INSTALL SEWER CLEANOUT s1!'1�02E ---- INSTALL SEWER O =-------- INSTALL. STORM DRAIN W 0 INSTALL STORM DRAIN MANHOLE { { II u INSTALL TYPE "A" CATCH -BASIN IR, 0 — - - -- RIGHT-OF-WAY SOI- __[11 S - EXISTING SEWER u II —EX 77 - EXISTING STORM DRAIN = ----''Ai----- EXISTING WATER MAIN ----�` EXISTING EDGE OF PAVEMENT O SD STORM DRAIN STATION SS SANITARY SEWER STATION T PROPERTY LINE. 0 0 II C% O rn CAI O Iq O O O I O O :p O co 00 0 O m CITADEL. STREET (SEE SHEET 02.04) ALL PLAN VIEW STATIONING IS BIASED ON CENTERLINE DATA UNLESS OUHERW'ISE NOTED. ALL SEWER LATERALS ARE S" PVC 'W 1.00% UNLESS OTHERWISE NOTED, ALL SEWER LATERAL STATIONING IS AT POINT 01= CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM, OF 2.5' OF COVER AL GUTTER FLOWIJNIE AND A 2.25' MIN. •- 7' MAX. OF COVER AT THE PROPERTY LINE. INSTALL 400.01L L.F. 8" PVC SEWER hU 0.33%- 'JK% l ------------ ---------- 386:...: Z1:...:. .:...: CONSTRUCT 16.8± LF. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.25% PLUG END-,, j— -- CONSTRUCT 36.9], L.E. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.25% CONSTRUCT 20.5t L.F. 18" CL -3 RCP yr/RGJ STORM DRAIN A 0.25% PLUG END--, ,-__ j --CONSTRUCT CONCRETE PIPE SADDLE PER C.O.B. SID. DWG. D-18 (DATED 6/2/99) TORM DRAIN SECTION � n N.73 382: B' INV N 18" INV E -IW �� 378.88.! i•. I .�----'-_-'°"+-'*-�---'-'---' 18" INV= 378... PLUG END FOR FUTURE'S ON-SITE EXTENSION g INV= . 577 �j . C" INV. N 374,... 31_7_7 '} Lyj . . 8 IMV : 377.iE- 95' �-PRIVATE SEWER LATERAL REVISIONS LINE 'TABLE �EIJN_IE� BEARING LENG r N00`00'00 E 41.79' tVM rs00iB'4o 2usG s1!'1�02E 16.84' CONSTRUCT 30.71 L.F. 18" CL -3 RCP w/RGJ SI"ORM DRAIN @ 0.25% S ORM DRAIN E. Com. TMN I INSTALL 372.01 L.F. _ PVC SEWER @ 0.35% 37%b IPROPOSED TYPE "B" SEWER MANHOLE { WITH ECCENTRIC CONE. AND LID PER C.O.B. SID. DWG SW -4. ! { ! CONSTRUCT 10.71 L.F. 18" CL -3 RCP w/ROJ ! I { STORM DRAIN @ 1.0% { INV S= ! s I 380.92 I I I 1 yq.o2 I \ i \ _ PROPOSED MEDIAN I i (SEE COUNTY SLREFT PLANS) .� NOTE: CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM KERN COUNTY PUBLIC WORKS FOR ANY WORK WITHIN EXISTING COUNTY OF KERN RIGHT-OF-WAY. E GORE? ORNWINIG HORIZONTAL: 1"=40' VERTICAL: 1"=4' INSTALL 231.0± E.F. PVC SEWER 0 0.3a% =L5% ++ r I tVM p n n a I{ I I it { { II u \ l 0 w 'R z0 u CONSTRUCT 30.71 L.F. 18" CL -3 RCP w/RGJ SI"ORM DRAIN @ 0.25% S ORM DRAIN E. Com. TMN I INSTALL 372.01 L.F. _ PVC SEWER @ 0.35% 37%b IPROPOSED TYPE "B" SEWER MANHOLE { WITH ECCENTRIC CONE. AND LID PER C.O.B. SID. DWG SW -4. ! { ! CONSTRUCT 10.71 L.F. 18" CL -3 RCP w/ROJ ! I { STORM DRAIN @ 1.0% { INV S= ! s I 380.92 I I I 1 yq.o2 I \ i \ _ PROPOSED MEDIAN I i (SEE COUNTY SLREFT PLANS) .� NOTE: CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM KERN COUNTY PUBLIC WORKS FOR ANY WORK WITHIN EXISTING COUNTY OF KERN RIGHT-OF-WAY. E GORE? ORNWINIG HORIZONTAL: 1"=40' VERTICAL: 1"=4' INSTALL 231.0± E.F. PVC SEWER 0 0.3a% =L5% ++ r I tVM p a I{ I I it { { II \ l \-VEIDEIAII� o I I I 11 W, PORT ER, RCE 33448 EAP. . ........................... ly.............. ....................... ............................TIL........................................... S...aaFz7n..................................................... .. ..... .I.....I....... 388 3703 370. . . . . . . TIME: VERIFY EXISTING LOCA?ICN AND .2 EVA TION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY. INSTALL 26.9t L.F. 18 ! : ENGINEER IF THERE ARE ANY DISCREPANCIES. CL -3 POP w/RGJ : : : . . STORl;1 DRAIN l0 0.29/ INSTALL '87.1± LT 18 i : ____ INSTAL 323:3± L.F..IS. Z H 00 PRIVATE LATERAL a ti o ��- CI_ 3 RCP. w RGJ. -CL-5 (ON-SITE STUB) ! h / �. - ' RCP w/ROJ STORM DRAIN . STORM DRAIN 8 0.4t% a.Z2'Ye . . . . . . . . . . . 388... 10+00 11+00 12+00... ...... 13+00 14+00 15+00 18+U0 17+00 18+00 19-00 SEWER AND STORM DRAIN PROFILE JA3014\Improvements\City Approvall5ewer-Storm Drain DATE CULNSTRUCTION >1=E QIE&ATION5 INSTALL. SEWER MANHOLE ALL PLAN `HEW STATIONING 15 BASED ON CENTf_RLINE DATA UNLESS OTHERWISE NOTED.x '°�� E a w y R IuII ° 0uq� �s,Q INSTALL SEWER CLEANOUT ALL SEWER LATERALS ARE c PVC 1A0r UNLESS OTHERWISE NOTED vi'11, z�m vl C.7 to X. -2w2 m iNSTALF. SEWER ALI SEWER LATERAL STAFONING 15 AT POINI Of COtJCIII SEVrER MAIN. 0 z O INSTAL/_ S IORM DRAIN c, t - { ... - 4 CF .i f G" r "I nl n r -"_ �, c-' . SEWER LAfFRALS ARE TO HAv'E A AINIMUU 21.o OF COV_R A, DEFTER FLOWLI1.. �.-_- -'" ------- ALL 71 'o SOW I W N V q 0 INSrAL!, STORM DRAIN MANHOLE ARID A 225' MIN 7' VAX Or CO lFE AT (HE PROPERTY LINE. S o v INSTALL TYPE A' CAi S C -F3FSIN I'I II it \ Q o o y `� y o a 00INSIRUCI1' .F 7± I. !I \ a ¢ z n l" a N N X I RIGH f )F f/AY III lA" CL 3 Rf r' Iv/RGJ ` \ 'APPROXIMATE GRADE a u ono z en o 0od `I < It O. r CXIS INS SEWER III 18 IriV_A= i'! \ / ABOVE STORld DRAIN oao 05rd C9 i O I I STCRM DRAIN ®0 25% I w o U) I, ! L - FXISIIING S IC .M DRAIN III- 377 76 I I: -,-- �_ \ u an w' u¢ v, W m � I � PTY iei nl / i PIUG END \ z - tN 2 1 T.^_. li e z .. 2a INV S ! u n I '\ azzuz ��� "to -- EX'"11lG a"">IATLR MAIN '.7i Z£ + 1.9° INV v lf- 077.34 T \ n o SO' IN/N= I,_,,,.o.CONSTRUCT vn i -W "u t'> 1 e- IR" IN /- v -? m O -. - t.XI3NNG EDGE OF PAVEMENT 3 _ � CONS RUCT 95.6} LF I Coon o M U7 m X :177.80 0' CL• n RCP w G `x '' "' W n =t z _ CD SIJ STORK' DRAIN STA.IICN 376.76 ON,1RU T 1. 7s L.F.FI �" I / i ` o u n ' � LLL `w - H U U RIC e/RGJ _, STORM IRAN © a C,7 `•, �CONSFRLC' QUILT o�oj F.A o N i y"k% TRI (, t;RE PIG C.J.B. ',7 z? �: zz.to SS SANITARY SEWER STATION �� � _ "- � SID. UWG. D 11. v � z ui z a o o �/y to au LL O S rORtJ GRAN 4' 0.25% __ PROPERTY LJPIE ) I — 'A 1 STORM QRAIN SECTION t T e r .._.�._, ___ l�Y ) MTS- ____ __ n CG At _ 30'INV__.-'4y_u, ?*_•-__ - Iry =,2�0�. 6D N\ S N P rL09ft 3/Q0z m mom' ' �- 37 02 3FJaI'8 Jz'ox' mo=o n p %9.16 C] q V ,,an a U CD U ill L Ll 01 ._ JT� QRAIN S>;.. 2wr�cu c crTl(�N ry N. FS. Im oo�nzc rtt it �i 02F J�K4 - II .Iii: II r II?Oac! �R w bzo cU^ ao Lgq r C IIIIImetin fa Dm � ,' II V) doil II I OO:-CG7 t`F +��sLL'fiaC� nm I Pc ���� ��M✓i �-2= : It 1 PARK—SUMTF WE PI'OPOS£C PROPOSED, c} F?IVA TE LATERA'.- OR ICYAY URIVFIJAY _ (OR SITE STUB) \ __ �� _77 NN .I �+ t 0 J _ 1 � m -- G _ \ 1 , 1 v.0/� YY NOC 102j'f F li ty 4� I 023'13"F lC-LXIS i1NG I 1 `9 ed n lo os 6-I I D+00.0J - r Ts - DWI LL1H m '- GI I_ 1WY _ A CL?':T. II" a tr,Ir _ .- __ _— _ � .— NO— // m�----------- _7 'DE OF H%1$LNG FAYFMENT 5 EITHER IGF OF PROPOSED STORM DRAIN AVD It RFP/ 1 C Ph DARIJ PER Q.0,6. --D ENG- FJ i 1 / ST -11 TANDARD PAVEMENT f SURFACE -S' - 'I I (OR AS IN DIRECTED BY cn .NGn 1' ti Or� ll T„SLL Usf�'•CE PARK WEE III INE TABLE E �� 'CO Q / I II I t '/FIE: t,EARING �ItNGTH, EAST O a� / /I I I [ 7/ME 26ib' cN G t �! ti I Oe7\ E l.la RA li i I I t3j NAJ i/5"N 96 .63 1 it II {I it II I� HDF2IRTICAL: 1"=4'0 MARDI ORAS LOUR 1.. (SEE SHEET C2.G3)CITAuff"'EL STREET Cl IF _ (J RECORD iT��ta�iji�t� j j - =g'Zri',�Til I•tkA / O p1, Ny il117✓.s�1"yly'- ..� DATE RVE q�4ryry FX- Oen0 0 z CJ I +rd mro � mrn nn. v;a� I L o0 ncv i'/+ �� Vi ++++- � c' 392.. ....................... ..... ..... ... .... ..... -.. .... ... .. .. .. ... .. .. .,.. .. . . ....... ... .. ...302 I +� k ;•P%fel rre�qq ___.- fib+ V:3 ,388.... - __ cel. 1 q 384.. I {{ �0 380 .. — 380 l l� X8.1 v I1 _ II =r a7A I+ .378 ......... ... ....e v_.�" 7 L ..... ... -.. -.. -..... „_P.- `a - .......' A— �� � � ................. ...... ... �,.... .. .. .... ... ....,.......31£ •_ �IGSt - - 19 '370. Ai, - 10 III ,J_/ 5 E61.6 I ...- 46-1.1 L.F.3©' INSTALL 7101L.F. 24' CL -3 ?CP w/tI ORM RAIN n_C-3 ft,P /iGJ $1J2M DRAIC372. T .372 9+UO 10-1-00 1 +R0 12+0'0 13 f0 14+00 15+00 16+00 17+00 18+00 t, � It J SEWER AND STORM DRAIN PROFILE `— C.�O.a._ f�ECQRDS. NO. Ownersl 1p of Da umentc - hl3docvmen 'I d.a,t nd deslpr lanlporet dhe n as ar ostmrr en -'.of P tes-fanel Sev :s tle pmpsRy of Inc grated Deslg ' / SOMAM Ir¢ llad it no!Is be used In htIlea, it part for any other project wAo t wn.ten aeiY oissnktn. ©COPYRtGHT 2017 c F wx r � V I n t � I cr I t = l N V I L ,J p I J Qd I � I t- ti a J c � r V (Y I I m" ,r \ I ! I I 11x1 .. T' I i I f� I' II I I� �i LAJ C) v o fJ tom➢a. J J ;; M of t - LLZ W Lt Uj 0 w 0 QLUU Y b Q F- 3 z r ttj U U %J o N 9 T hj ::1 N I T O cJ J Ig i !2 to Agency Approval S arnp FILEN 15 o IDENTIFI('AOON nT.4MP DJVL U THc STATE ARCHITECT OFFICE OF R DULATION SERVICES �-118394 i I l _� Ai. --- _FL5____SS_ __ I DATE—_,_..__ /RACKING N; A'S71 50;) Starep(,) -� �pOfE SVO ` r 6 N.WORTp\n // � 'RC HC 3394 ^TF. IVtl OF Ci�L\4 AyEu art��\ No C 26956 A �d \ 5 T gee N,. 5262 Sheet Nn.: Release_ - J:130149rnprovemenm\City ApprovaASewer-Storrn Di airs PfareWviG\3014-Swr_Plan and Pra;ila.dw9 NATE SLINKARD 0 ItG 01 AIJ CONISTR CTION SPECIFIC TIONS BASED ON CENTERLINE OA -1A UNLESS OTHERWISE NOTED. AL- SEWER LATERALS ARE G' O INS'IAI! SEWER MANHOLE ALL 0 INSrh L SEWER CLEANOUT SEWER MAIN, --------- INSTALL 5EWER HAVE A MINIMUM 0'- 15 OF COVER _- INSTALL STORM DRAIN A 2.25' MIN. -- 7' MAX. OF COVER AT THE PROPERI-Y IJNE. a CL © INSTALL STORM DRAIN MANHOLE o cif IN&I_ALL TYPE "A" CATCH -BASIN 1 -- -- - --- RICHT-CF-WAY 1 q - EX = EXISTING SEWER II 1 ;' `;T FXlSUNG STORM DRAIN _ '-- EXIS11NO WATER MAIN U — ' EXISTING EDGE OF PAVEMENT AgeacY P,Anroval Stan>r: 7 m IIJmI c, -D STORM DRAIN STATION CS SANITARY SEWER STAION Ii PROPERTY LINE 0 ItG 01 AIJ PLAN 1nE:W STATIONING IS BASED ON CENTERLINE OA -1A UNLESS OTHERWISE NOTED. AL- SEWER LATERALS ARE G' 'VC 0 100! UPILESS OTHERWISE NOTED. m ALL SFWFR LA'ITERAL STATIONING IL AT PONT OF CONNECTION WITH SEWER MAIN, ALL SEWER LATERALS ARE TO HAVE A MINIMUM 0'- 15 OF COVER Af GUTTER FLOWLINE AND A 2.25' MIN. -- 7' MAX. OF COVER AT THE PROPERI-Y IJNE. a CL 2 GORE -7 CONSFRUCI 168 LF cif I d n 4 b 18 C1-3 RCP W/RGJ - 0 S T9r rA DRAIN 0 015% PLUG END-._ r--- I (CUo TRt1CT 20.5t L.F. GONSTRUCT 369i LF --1 I 18 OIL-) RCP w/RGJ 18' a-3 3Cr' a/RGJ I STORM DRAIN 'P 5FORM DRAIN 0 0.25! ICI 111 PLUG END--, f (A RI—QJRIN SEQON CITADEL ADEL TREE' cPI (SEE D-1EET S2.0n d�ld oG a oo a <e to oi In, "Y l vinyl r r ;i o :. rl 00 ao, +o SELLS '?Esr�"F`-3x `L'.tC i� I Ar''E� >IIiI� m i "}� �2v'QJ�aNj`tl'9l 'i.EAK VO T HWa >P'l Y UMTS) '-r=' QI r/ utoil r i! R DOll, �r; _ .,, .� --_ ..-_— . - _.._ -- _— ----- -_ _._-__ -_-- .-: -- ____--- 7a x..,.25 PRN;ice AFr RAL-�Ai /- _ -- �! - - (ON-SITE SPUR) .. �/ .'1 °I �� N89'4126 I; / Cu T4Y'V 15 o1 �� ((5.,., �..� �.-'��----"-�"'^- ,... ....v^i`a....,m.�,.....s... 3 7 ml 7o x4754 53.70 �.NF94 20F 'tel ..�.,. ,.. __ 685 �.uw _ 7 ct. 6Viv , r .> OO ,�--... ..-- ..- �.-�.... ...,. .�.._._. 6" itiv- U �e a V 0� ILEI v " wf.G > II R- y, ySIJ =M VVl 4 J EVIG �GLT ti .� �J 's f�T0 `JG LINE TABLE C I U vi z iv O �' —W , o ;nzo 2 fn �,I x �m �` n U z IJNE BEAkPG ILEhlGIHi �`�y'u0O.:' a, s. u- I SITE fio.o _z oIx r: �<i RDO 0000'F ( s1 I� 0 00 "ails oSk. vo ov fig 5 CEI_ r�-SOD h840'F N0, 0' v.' -vis s w lJ S111:o'OZ'E T5 I �m to rG 3 fD rr] <p CONS IROCT 10.7± L.F. 1$ CL -3 RCP vilRGJ STORif DRAIN 0 0.257 d S FORM DRAIN SECTION N.F5. Thi,, d cur ent he idea, and designs 'nrorpura.: t herarl a., on in9Uuntent Of pu) w W o M Professional S�rw__ L the Ao en of / PROPOSED IR 2 SVP MANHOLE u. _ m !�, f N Y I I VVIIFI ECCCNTRIC CONE AND LID r'ER II n s ` f- z iu W r p G5 47 ntfgrzta9 t)eslg - by SOCAAM lac. C.0.7. S FD. UNG, SW -4. I I m O W Ji a j, fj m O and' not to be u d in 1 ilcls or'n part for m 1 °' °'' ~ U° _ an other oject" O man c �- Y p' n shout Snitch auttorizalion. v T } iv CC) COPYRIGHT 2077 l 1 far �'-m is Wzl_ W M Ir I ......a8„ SEV/FR ,.:s'c ( ;'r w w z o o > CONSTR h. 707 LF I j ,oma �ulo�w ! ^� n pp v X I 18' L 3 RCP w/RGJ I I c n w 1.r' qy "y < _ r. S ORM DRAIN 1.0% ' IN`/S_uoU� vz U) _z ! a 1- 380.92 m for, of S < fx Cil o, uJLu . D t I ' it za Gm SJem Lu N`1 �a 1 N O O 2 O J l Ora% z 4) Z a `< b w I zFo¢o 084 van z I z ie3 '' o f rt Lu ❑] �- -*Q, <_ F 2 G rn-'arvrc m m > If, 0 )SED ^' DIAN _ "a, z ci o 1.-• -I , m - i. E COUNTY SIRECI-'LAHS) j � G n� d w z zt? NOTE: CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT I a " � � � � � r 0-' I FROM FERN COUNTY PUBLIC WORKS FOR ANY WORK WITHIN z S o ! eI 1 EXISTING COUNTY OF KERN RIGH C -OF-WAY v <- ���� ■ z N to 2 Boz_ rn C; SEWER_ MANHOLE DETAILof SCALE ' -4' o' r w c h a awv 'I ) J CC) - iff Po of 7 3 COTTONWOOD m w - Te�Ts ROAD oz z (EY SEPARATE COUNTY Id f z N ti'rlw STREF L PLANS) wmlLLi 'ice" 1 ct-' +r n {15, ur': q ESL 1 Nnz III- a ! f rI Tn I d I ✓ G ti 44 f i� !I T rc _-_- - t. j3 rtes4^zDe _� if• I I � s �� � ii I �1!�I � —�— {-- `_ .,69'3950"W _ �8F'E90 '- -`Sr'� 1191J894120E "!1 I cn 1-.. _ TTLz 0 � CL I LA 0 d t__I II SEE C E L:4il. -j c<o tt d U INSTALL 32t L.F. 8 PVC S r o ✓ SENJ. A, 1.0071-1 PRIVATE ATE2A'. _ INSTA 4UO.OA: Lt _ _JINSTALL 372.01 IT. ___ __._—_��___. — _ T '—II" PVCIN,.R 6@ 0 3Cl r B"' Five SPWLR 0 0.351 F C IN i m �� iu o-1 Il�s �" 2 at'e� - I^ CI U f J110 IcAn.G ofd (i G(r)tI I'c a CL 2 GORE -7 GD cif I d n 4 b n �P I (CUo TRt1CT 20.5t L.F. GONSTRUCT 369i LF --1 I 18 OIL-) RCP w/RGJ 18' a-3 3Cr' a/RGJ I STORM DRAIN 'P 5FORM DRAIN 0 0.25! ICI 111 PLUG END--, f (A RI—QJRIN SEQON CITADEL ADEL TREE' cPI (SEE D-1EET S2.0n d�ld oG a oo a <e to oi In, "Y l vinyl r r ;i o :. rl 00 ao, +o SELLS '?Esr�"F`-3x `L'.tC i� I Ar''E� >IIiI� m i "}� �2v'QJ�aNj`tl'9l 'i.EAK VO T HWa >P'l Y UMTS) '-r=' QI r/ utoil r i! 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NOTE: CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT I a " � � � � � r 0-' I FROM FERN COUNTY PUBLIC WORKS FOR ANY WORK WITHIN z S o ! eI 1 EXISTING COUNTY OF KERN RIGH C -OF-WAY v <- ���� ■ z N to 2 Boz_ rn C; SEWER_ MANHOLE DETAILof SCALE ' -4' o' r w c h a awv 'I ) J CC) - iff Po of 7 3 COTTONWOOD m w - Te�Ts ROAD oz z (EY SEPARATE COUNTY Id f z N ti'rlw STREF L PLANS) wmlLLi 'ice" 1 ct-' +r n {15, ur': q ESL 1 Nnz III- a ! f rI Tn I d I ✓ G ti 44 f i� !I T rc _-_- - t. j3 rtes4^zDe _� if• I I � s �� � ii I �1!�I � —�— {-- `_ .,69'3950"W _ �8F'E90 '- -`Sr'� 1191J894120E "!1 I cn 1-.. _ TTLz 0 � CL I LA 0 d t__I II SEE C E L:4il. -j c<o tt d U INSTALL 32t L.F. 8 PVC S r o ✓ SENJ. A, 1.0071-1 PRIVATE ATE2A'. _ INSTA 4UO.OA: Lt _ _JINSTALL 372.01 IT. ___ __._—_��___. — _ T '—II" PVCIN,.R 6@ 0 3Cl r B"' Five SPWLR 0 0.351 m_ C IN �2 w �slw �'o �� iu o-1 Il�s at'e� - I^ CI U f J110 IcAn.G ofd (i G(r)tI I'c r7Zt� CL 2 GORE -7 GD cif I d n 4 b n �P - 0 N� LU < U t3 m M �-�. Oof, Lq AgeacY P,Anroval Stan>r: 7 m IIJmI �� Oq3 �. O� �D�LY. w of, 7 4 1 V' y 171 N UCJ. � i - \i v w N UJ 'I" m Lu Lu r� HORIZONTAL: 40' VERTICAL: 1"-0.` W Y d LLJ <� x a iA151ALL 231.C± L F �.,..__..-- g' PVC SE hER 0035% - 117- IN w �slw �'o �� iu o-1 w oFlc,i n..:'.i 4J �OIv) - I^ CI U f J110 IcAn.G ofd (i G(r)tI I'c r7Zt� UN'. VI T S 2 GORE N M Ili I; R cif Gl d n 4 b n �P - r_ t3 m M �-�. Oof, Lq AgeacY P,Anroval Stan>r: 7 m IIJmI �� Oq3 �. O� �D�LY. w of, 7 4 1 V' y 171 N UCJ. � i - \i "for fp. ra--u IOEnI�FICAJION ,FAME DIV. OF THE STATE ARCHITECT OFFICE CF REGULATION SERVICES 5-J^839a AC_ LS_ SO -- DATE_____- L.__—_-- [RA!`.KINI(; dn3777-'00 ffiamp(sy doU Nu.'. 5262 IIVSIAL U.I2 Lt. 10 IPS TALL 321-,,3t L.P.. 18 _ - - - - - - - - sheet Lao.: PRIVA'E LATE HAL `a' - _ - i (ON SITE SDIM _ --." I-^ CL -a RCP. w/RGJ —»- _�_,. ___ . .—CL -3' R.,r' 'd/RGJ STORM DRAIN JJ 0.^H7 STORM DRAIN 0 0.086 1Ui O(i 11+0b 12+06 1.3+00 144-06 15+06 16+60 17+00 1�+00 19+00 U I,I f C2.03 SEWER AND STORM DRAIN PROFILE � elea;e - ■ C.-03- RECORDS. N0. JA3G14VImp,ove,ff letsVCibj Drain Plans\dwgA3014Swr_Plan and Profile.dovg NAT€ 31-11 ARD