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HomeMy WebLinkAbout6.2-643 RevisedEel 9 omm I I 0 Q N C14 CD 0 N Ic m ENGINEER'S STATEMENT4 : THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLA71ONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND ALL SUCH CORRECTIONS SHALL BE REFLECTED ON REVISED OR AS—BUILT PLANS TO BE SUBMITTED TO THE CITY ENGINEER. BRED .PORTER .G .33448 DATA APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER C 61069 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD BEHMANCR_... K USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE EAST QUARTER CORNER OF SECTION 5, 30/28 M.Q.M. LYING 29.45' SOUTH OF THE CENTERLINE INTERSECTION OF FAST BELLE TERRACE AND COTTONWOOD ROAD. ELEVATION = 385.41 (USGS DATUM) PER TRACT 6378 PLANS BASIS QF -BEARINGS" THE BEARING OF NORTH 89641'23" EAST FOR THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 5, T. 30 S., R. 28 E., M.D.B.& M. (ALSO BEING THE CENTERLINE I OK 3 OF EAST BELLE TERRACE) PER RECORD OF SURVEY NO. 3546 FILED I N BO O OF RECORD OF SURVEYS AT PAGE 100 IN THE OFFICE OFKERNK COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. GAL E CRIPTION: BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 30 SOUTH, RANGE 28 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP, NO SCALE CD SKEET INDEX NUMBER O ss � � ER SEWERR MANHOLEHOLE W/NUMBER o s012 COUNTY OF KERN EAST BELLE TERRACE CATCH BASIN W/NUMBER v .. ..,. CITY OF BAKERS ELD PROPOSED STORM DRAIN S EXISTING SEINER MAIN SD EXISTING STORM DRAIN TMH- TOP OF MANHOLE ELEVATION INV.-- PIPE INVERT ELEVATION (E,S,N,W)--- PROJECT P,V,C.-- POLYVINYL CHLORIDE °1 16 SITE ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.— MARDI GRAS L «... RDI R.G.J.-- RUBBER GASKET JOINT CB_ PROPOSED COURT r •.�. SUMP,/PARK 3 SCHOOL SITE U) EXPANSION SITE CITY OF BAKERSFIEI~ j pawr c� o COUNTY OF KERN (n CHEATHAM AVENUE n EL MAR RIVE 0 0 ; REESE AVENUE z Com. Ei�^'fT' I- Q CASA LOMA DRIVE `/ o CITYPARK VICINITY MAP, NO SCALE CD SKEET INDEX NUMBER O ss � � ER SEWERR MANHOLEHOLE W/NUMBER o s012 H STORM DRAIN MANHOLE NUMBER CB#12 CATCH BASIN W/NUMBER v .. ..,. PROPOSED SEWER MAIN PROPOSED STORM DRAIN S EXISTING SEINER MAIN SD EXISTING STORM DRAIN TMH- TOP OF MANHOLE ELEVATION INV.-- PIPE INVERT ELEVATION (E,S,N,W)--- (EAST, SOUTH, NORTH, WEST) P,V,C.-- POLYVINYL CHLORIDE APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.— REINFORCED CONCRETE PIPE R.G.J.-- RUBBER GASKET JOINT CB_ CATCH—BASIN MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. I PURPOSES. NOT TO BE USED FOR BIDDING SEWER 8" SEWER MAIN 1,003 LF 8" SEWER MAIN (LATERALS) 32 LF 6" SEWER MAIN (LATERALS) 42 LF PVC LINED SEWER MANHOLES 1 EA SEWER MANHOLES 3 EA TIE,--IN(S) 1 EA STORM DRAIN 30" R.C.P. STORM DRAIN 562 LF 24" R.C.P. STORM DRAIN 211 LF 18" R.C.P. STORM DRAIN 588 LF TYPE "A" CATCH BASINS 4 EA STORM DRAIN MANHOLE 5 EA OUTLET STRUCTURE 1 EA SH T t IbIDEX. c2.ot TITLE SHEET c2.�2 GENERAL. SPECIFICATIONS @4R MARDI GRAS. LOUR c2.114 CITADEL STREET OPEN STREET PERMIT NATE AN OPEN STREET PERMIT SHALL. BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. NO CITY INSPECTIONS SHALL BE GLEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1.4042212604 AT LEAST TWO BAYS BEFORE YOU DIG KEY MAP* Ct- CHSC-A SCALE: 1'=200' R CO S Release: - .1,1301411mprovementslGity ApprovaltSewer Storm Drain Plansidwgk3014-SWR_Front Sheet.dwg NATE SLINKARD COUNTY v .. ..,. m.. -EAST BELLE TERRACE 5 3 e r z 5D#5 i s PARK CITY SUMP,/PARK 3 EXPANSION SITE SITE ; Ei�^'fT' BELLE TERRACE `/ o CITYPARK SITE E i CITY ` {d t z k C3' ; sD#4 I CB# 2,G)(COUNTY PARK) i ; t ,t T CITY SD#1 SD#2 CITY CB#1 COUNTY S$ 3 SD#3 ' PVC SS#1-14 F I MARDI GRAS COURT *CITY 2r { SS#1 CB#2 CITY�03#�3�SS#2COUNTY j PARCEL 1 „ . ©,� ° Z PROPOSES o P.M. NO. 8904 f { SCHOOL SITE j L z h- . f NN ...1 . N_ ! t Za+ N 3 i t ,� _ �_ _CITY —� COUNTY A I TRACT 1161 I KEY MAP* Ct- CHSC-A SCALE: 1'=200' R CO S Release: - .1,1301411mprovementslGity ApprovaltSewer Storm Drain Plansidwgk3014-SWR_Front Sheet.dwg NATE SLINKARD ��, ; s A� ; i yf► r' .. ':� � M A l►r A �.M # # � � A ..�iR s A • #" • � �_" A f► �. �; w � lr � #r � if Ar ��" # �'* � lam► r ! �r r A wrr� � �►; ; � w � y � ; y OrUr� � fr " � >r ; � 1/ � w M � � y � , f► M A w � Ilk fF R ; � A � r A t ti► lrr # � � �w #rf► �'. ISO wo ' a lb to ' 1I • # � A � �.. ,� � A � � r A �► � r • . .k k r 111 gwoIM : Mk w A y • •. -.. ; f► #' 1► '' Yr : A ! M i �. w y IR S IR ; � ` 1► y � 1► 7R L. M� , �i IM 11► + i► SO „e I MR A7 m E0 M 0 I CITY STD. No. DESCRIPTION D-13 II �' SEWER LATERAL MARKER Q BASIN, TYPE "A- SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE 0 -' $E,.wEE._.aE!EclElQA-'n0NS 1. ALL MATERIALS INSTALLATION SMALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2, ALL PIPE AND FITTINGS SMALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE, 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL DEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, DOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SMALL BE INJECTION MOLDED AND SMALL BE INSTALLED IN LINE ON NEW PIPELINES; CUTIN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC RIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR It EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SMALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT--OF—WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 8. WYE ---FITTINGS SHALL BE INJECTION MOLDED IN—LINE ANIS SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL. BE ROTATED A MINIMUM OF 23° AND A MAXIMUM OF 45° ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SMALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. & THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW --4 AND SW --5 AND SECTION 70-1.02H AND 71--1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SMALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF TIME MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 FOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. ENGINEER.11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS BY THE CITY APPR VEDILITY OF CAMERA SHALL HAVE THE A. ! A.flr! ROTATING • ORDER iR : AND RECORD t! TOP AND SIDES PIPE, 1P ; ! M 1l fA ft/ VIDEO INSPECTIONS SHALL fR WITNESSED . CONSTRUCTION ! , WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "'CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED fN r w rf# i M i ALL CONNECTED LATERALS) ti ; ]k SHALL BE PROVIDED FOR VIEWING AND SHALL APPROVED .i r!P1FE D BY THE CITY ENGINEER PRIOR kiR'OIM ACCEPTANCE. Pi AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY M Ilk 1k _ CORED THE CITY. CONNECTION SEAL TO PVC LINED SEWER LINE OR MANHOLE 1. THE SHALL #. APPROXIMATELY , M>wIrlA: GREATER r ;! THAN THE OUTSIDE MINIMUMDIAMETER'OF THE CONNECTING LINE, THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH DAMAGE PLASTIC 2. PRIOR 7 i INSTALLATION i 7 BOOT : ! THE CONNECTION, PLASTIC AROUND r O D PIPE !• AT THE CORED SHALL CLEANED PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. THE CONNECTING LINE SHALL SEALED TO THE PVC BOOT WITH k 449/203 r PRIMER AND A FLEX k SEALANT A- ! A APPROVED !r!!cD EQUAL. + 3. THE PVC BOOT SHALL BE ORDERED IT WILL FIT SNUGGLY TO THE OUTSIDE WALL OF THE 4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER TH PLASTIC ; ff MANUFACTURER'S #E:; CENTERED5. THE CONNECTION LINE SHALL BE CORED HOLE AND PLACED WITH THE INSIDE WALL OF THE RCP. 6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED iif!i BY THE CITY ENGINEER. FOLLOWING:QO.Q .5TQRM, D.SAIN SEECIFICATIONa. 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE (ASTMA. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III AND SHALL CONFORM REQUIREMENTS R * 65 OF THE STANDARD 'yMD SPECIFICATIONS. GENERAL M JOINTS a SHALL f!! fsU i Bl. K A FIN CONFORMANCE PROVISIONS IF !lf.: SECTION THE C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED IMPROPERLY DETERMINE THAT THE kr HAS BEEN PROPERLY s##r w ! LOCATED AND SEATED. A. ■ Y SHALL BE PULLED APART ; D SATISFACTORILY fs #. COB TRENQHING. -S.P.EQl,ElQAjj.0NS 1. rirF SHALL REQUIREMENTS h ! CAL -OSHA TRENCHING ORDERS f r AND THE NTRACTORENCHING SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED - ! ! OF BAKERSFIELD STANDARD D. A 1 ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 1. CONTRACTOR SHALL M RESPONSIBLE FOR MRt, ■" Afa ALL TRENCHES. IF TRENCHES fi PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY friA REPAIR 1R4A► TRENCH AND PIPING TO THE SATISFACTION ENGINEER AT CONTRACTOR'S fAr EXPENSE.5. FLOODING '► WATERJETTING SHALL1rR' USED Or BACKFILL COMPACTION. 6. CLASS BEDDING # EMBANKMENT REQUIRED . ALL PLASTIC ! PIPE RETESTINGPIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND ! * R REQUIREDO FAILED COMPACTION Yl! M ♦ - A. iR D TO CONTRACTOR. O NrAOiM NQTE,,.jQ.,C.QNTB,AC!QS ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SMALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS, EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. Cl Y 5TA.N.QA.R ELATE 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, THEREOF UNLESS, OTHERWISE NOTED) D-6 LANDSCAPED CONSTRUCTED CHANNELS D -w-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS D--8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS D-9 PIPE SADDLE DETAIL D-10 SIDEWALK UNDERDRAIN D--11 DRAINAGE BASIN D-12 CITY STD. No. DESCRIPTION D-13 CHAIN SW -1 SEWER LATERAL MARKER Q BASIN, TYPE "A- SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE BASIN, TYPE "A-1" D---16 SW -3 PAVEMENT PATCHES JUNCTION BOX SW -4 MANHOLE, TYPE "A" El SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS El SW -6 6" CLEAN OUT SW --7 HOUSE CONNECTION WITH VCP SADDLE El S'W--8 INDUSTRIAL SAND TRAP SW— 1 Q SAND TRAM sW-11 HOUSE CONNECTION WITH 'CAST IRON SADDLE El SW --12 SEWER LIFT STATION VALVE BOX D--1 INTENSITY VS. DURATION CURVES El D-2 RATIONAL METHOD RUNOFF COEFFICIENTS 0 D-3 CHANNEL PROTECTION D-4 CHANNEL PROTECTION D-5 RIGHT OF WAY FOR NATURAL CHANNELS D-6 LANDSCAPED CONSTRUCTED CHANNELS D -w-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS D--8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS D-9 PIPE SADDLE DETAIL D-10 SIDEWALK UNDERDRAIN D--11 DRAINAGE BASIN D-12 CHAIN LINK FENCES D-13 CHAIN LINK CATES D--14 CATCH BASIN, TYPE "A- D --15 CATCH BASIN, TYPE "A-1" D---16 GUTTER DEPRESSIONS D--17 JUNCTION BOX D--18 MANHOLE, TYPE "B" D---19 DRAINAGE WELL, TYPE "B" ST ---22 DATED 1/11/09 TRENCH BACKFILL AND COMPACTION REQUIRI ST -5 DATED 1/11/99 PAVEMENT PATCHES 1:13014\Improvements\City Approva tSewer Sturm Drain PIansldwq\3014-8WR_Frant Sheet.dwg NATE SL IINKA1RD o UNE CONSTRUCTION._2ECj,FIQAB.0N5 0 INSTALL SEWER MANHOLE NOOi00'00"E 41.79' 0000 Q INSTALL SEWER CLEANOUT Q S17 -15-02"E 1 16.84' INSTALL SEWER 0 00 M INSTALL STORM DRAIN 10' cn 0 INSTALL STORM DRAIN MANHOLE o U ;i__ oof� INSTALL TYPE '"A" CATCH—BASIN i © w 5' ---�• -� -- --- RIGHT--OF--WAY 0 --EX S — — EXISTING SEWER ii ---EX SD--- EXISTING STORM DRAIN V) I -----W--- �- EXISTING WATER MAIN - — — - EXISTING EDGE OF PAVEMENT CD SD STORM DRAIN STATION SS SANITARY SEWER STATION I r. PROPERTY LINE In e• CITADEL o STREET c° (SEE SHEET C2.04) 0 AJ PRIVATE LATERAL 0 (ON-SITE STUB) (00--1 I 0 C� ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" PVC 0 1.00% UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNEC11ON WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. CONSTRUCT 16.8± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ®0.25% PLUG END 18" INV= 378.37 18" INV N• --S= 378.32 CONSTRUCT 36.9± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.25% CONSTRUCT 20.5± L.r. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.257, PLUG .END 18" INV= 378.94 18 377.1 ± 1378.23 CONSTRUCT CONCRETE PIPE SADDLE PER :: C.O.B. STD. DWG. D-18 (DATED 6/2/99) T R.,M. A N TI N 1 N.T.S. "�l LINE TABLE UNE I GEARING LENGTH NOOi00'00"E 41.79' 0000 X00"18'40"E 20.50' Q S17 -15-02"E 1 16.84' I, „ M 5' # 10' cn CONSTRUCT 36.9± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.25% CONSTRUCT 20.5± L.r. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.257, PLUG .END 18" INV= 378.94 18 377.1 ± 1378.23 CONSTRUCT CONCRETE PIPE SADDLE PER :: C.O.B. STD. DWG. D-18 (DATED 6/2/99) T R.,M. A N TI N 1 N.T.S. "�l LINE TABLE UNE I GEARING LENGTH NOOi00'00"E 41.79' 0000 X00"18'40"E 20.50' Q S17 -15-02"E 1 16.84' coto ojt__ ,*-www • m- w4.,. ...M. ...., ......... .1.{... .ww ........ ,... wi........ "p** ....r...,P. ..A....M. .w._ ..,. _ ._.. -�., 0000 M co I, „ � �� it,I � "" PROPOSED TYPE $ SEWER MANHOLE U- o U ;i__ W1TH ECCENTRIC CONE AND LID PER © w 5' 10' a MI C.O.Q. STI}. DWG. SW --4. Z Z V) I "for NN ..o".,,,,8, SEWER I CONSTRUCT 10.7± L.F. } 18" CL --3 RCF w RGJ CONSTRUCT 30.7± L.F. STORM GRAIN 1 0% 18" CL -•3 RCP w/RGJ j STORM DRAIN 0 0.2579 ` 18" INV S= 380.92 18 INV N= �+ j 18" INV= 380.81 378.8± 1.8" INV S ---W= 378.81 I { } 8" SWR INV= } PROPOSED MEDIAN � 375.9± {SEE COUNTY STREET PLANS) 3MOMMAIN 0� *A......r. ...w. .......N. .... .M...�. ..... ..M. .M... .r... ,.,.. ...,. ......M.. ... _,q. ..�. ,.... .�. ,W...w ..rr ,.�M' ,•.,► N..S. NOTE: CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM KERN COUNTY PUBLIC WORKS FOR ANY WORK WITHIN WAY. EXISTING COUNTY OF KERN RIGHT—OF—WAY. SEWER MANHOLE DETAIL " SCALE 1" =43' _N... HORIZONTAL: 1 "= 40' VERTICAL, 1'=4' RK J qz � ��0 7R c C4 I cn ! li !I I I � !I # !I li z !I v !� !I SEE I I DETAIL !I li I I I I '•� `n' `" `� "`•'�` INSTALL 400.01 L.F. INSTALL 372.0± L.F. INSTALL 231.0± L.F. d- 8" PVC SEWER 0 0.35% 8" PVC SEWER 0 0.35% 8" PVC SEWER 0 0.35% tV 2 w MoR w _j w 0. G� •e1C tt)Q < Ute` 0 z C.3 z � z V z ....0 LO cQ N v... V_ z 00 ,�" b Coco NCV Q oS Ll 'CO2 CRCR Cr -C40 o::scs CVN + , ++ ++p%l+ cn r-+ Q+ +++ Q r rn rn°' ©o ©o .+�.�; + cn 0 � � ccnn it °a �°�• �4�5• � . °~. 0 .. . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . .. . . . . . . . . . .. . APPlOX1M*A* TF�ES/GN GR*A*D __--- _____---- • --_ - _�___ �.__ ,`�'� AOI` SEWER STORM l.�A'AIJV r-- . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . ."__�'__ ..----. .-�.........� _._ - _. r~.�_� ..: . . . . . . . . . . . . �`� �'�� . . . . . . . . . . . . . . . . . . �:_ � . _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. ..� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ----------------------------------- © 386...... .. .. .............................................................. ....................,...............................•.................................................. .�.__...__. �- .... .....386 • .... .. . . . . r . . . . . . . . . . • . • . . . . . . . . . . . . . , . . . • . . • . . . . . . • • . . . . . • , . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . e . . . . . • . . • • . . . . • . . . . . . • . , . . . . . . . • . • . . . . . . . . . . . . . . . . to y °° 382 ..... .. ..•....................................................................... ...+ .......... ... .. ....... .. ...... ..... ..... .. ... ....:... ..........•......... .,...... .....382 18" INV N= 18" INV E -W= 380.81 CN 3X3.08. . . . . . . ,w . . 18" INV= 18" S• -E -W1.= 378.15. .378.23 378.... ............................ ...........................18" -INS/ -S -VV ..................,.......... ........................ ...... ,...,......... ............... .....378 PLUG END FOR FUTURE . .378.81 . ON --SITE EXTENSION 8' INV 8" INV E 00 .377,56. 3.77..3,0 . . . . . . . . . . . . . . . . . . . . . . . . . 8" INV 'I-- 1 24" INS N= 377.40 074.......... 1 ............ / ... ........ ...... .......... ............... .. .. ............. ,. ..374 i PRIVATE SEWER LATERAL,�s ..... .... .........................................................•..........•...... ............•........♦...... ....................... ................ .....`�'�s. ............................... ��. .. 2I ;VCP INV) II �ca �: . (372.92) 370..... .. ..:. .. .. ... ............... ................................................................................................'.............. . ......370 INSTALL 26.9± L;F. 18" NOTE: VERIFY EXISiTNG'L©CATON XND.ELEVATION' IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY. Q GL--�3RCP w/RGJ �w ::::.::.:: ENGINEER 1F. WHERE ARE ANY DISCREPANCIES. STORM DRAIN 0.0.25%• 'INSTALL 87.1±1.F.- 1'8" . . PRIVATE hl (ON-SITESTUB-)C� 3 RCP. w/RGJ . INSTALL 323:3± L.F. 18 .20+00 ( ) CL --3' RCP w/RGJ STORM DRAIN 0 0.18% 366 . . . . . . . . . .: . STORM DRAIN 0 0,18%. :: . . : : : : : . 10+001'+ 00 12+00 1 3+00 14+00 i 5+00 6+40 17+00 8+00 1 +00 Nt SEWER AND STORM DRAIN PROFILE J:13014\ImprovementstCity ApprovaftSewer Storm Orain I' lans\dwcg13014-Swr Plan and Profiie.dwg FRED PORTER 11 0 CONMU00M 5RECIMADONS. [MIEN! �-- INSTALL SEWER MANHOLE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE. NOTED. fn � INSTALL SE CLEANOUT ALL SE R LATERALS ARE 6" PVC 0 1.00% UNLESS OTH �RWISE NOTED. :55 v 11 11 INSTALL SEWER ALL SEVER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SE1'ER MAIN. 5' c 6 00 INSTALL STORK DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.' OF COVER AT GUTTER FLOWLINE c,� INSTALL STORM DRAIN MANHOLE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPER,rY LINE. � INSTALL TYPE "A" CATCH --BASIN � CONSTRUCT 15.7± L.F. I w - RIGHT--OF—WAY 18" CL -3 RCP w/RGJ � 0 _ _ EX S — — EXISTING SEWER � 18" INV W= STORM DRAIN � 0.25% II --�- - -E X SD __ _ _ EXISTING STORM DRAIN 377•76 PLUG END EXISTING WATER MAIN 24" INV S-- 377.26 'fi fifi 18" INV= EXISTING EDGE OF PAVEMENT18 INV E -W= 377.84 30" INV N= 377.80 0 SD STORM DRAIN STATION 376.76 CONSTRUCT 15.7± L.F. SS SANITARY SEWER STATION 18" CL -3 .RCP w/RGJ STORM DRAIN 0 0.25% �. PROPERTY LINE rA"\,. 5IQEM DRAIR.,.5ECTION N.T.S. { 0 .. I 0 II 11 I 11 I i : 00 00 0 RE #*] 11 W 0 i a wP w o i .. rl ,� . r k 40 10+00.00 Lo"11 11+33,80 E 00*2 j'25"E 12 CL IN T. CL DWY � MARDIGRAS COURT (SEE SHEET C2.01 LINE rABLE [MIEN! Now a FS 7 CXR APPROXIMATE GRADE 3 ABOVE STORM DRAIN CONSTRUCT 96.6'± LF 0" CL --3 ROP w/RGJ. t STORM DRAIN @ 5.807 i 1 0)0 o tow v.v- 12 -63.41 ��, 13 NOO"23'13"E 14 :.XIS l NO 15 �.. CL DWY 1 12+88.78 IMPROVEMENTS CLI ANGLE PT tfi.__..._..............-_.,._...____ ___ fi r -SAWCUT EXISTING PAVEMENT t EITHER SIDE OF PROPOSED STORM DRAIN AND REPLACE PAVEMENT y i M C.O.B. ■ DWG. "STANDARD$ PATCH IN ASPHALT CONCRETE SURFACE AS fiF BY R 00 :V& m 1 LWA CONSTRUCT OUTLET r� STRUCTURE PER C.O.B. STD. DWG. D--11. EX. BASIN FLOOR 370.0± ��fi I fi 11, li w lift li fi lit 1 l'; I CD ' 17 18 18+70.85 # CL INT, i lit 1 r{ EAST BELLE TERRACE HORIZONTAL: 392 ............................................................................... ........................................................................,................................. 392 /? ----------------- __.: ------------------------ ... ................... .................... ........... ............. ....... ..................... _. -��.~ ...... ............ ....... ............ 88 384 :........I..... ............. .......... .............................. ...; ; ............ ....... : ............ : :...... : : ;............. ......... ................. ;......... ......384 18" INV W= . 380 ...................... ................. ................... .................... 377.76* 1 g" ' IIV 'E -. . . . . . . . . . . . . . . . . . . . . : 378:08 24" INV Vii= t : ; : 6" INV= : 377.5$ : ; : : 24" INV .S= : : , 377.'26 3Q" !N if = . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 376.5 .376.76 lit 376.06 ..... .......:....................: a Y INSTALL 210.7+ L.F. 24" INSTALL 465.1 L.F. 30" . CL -3 RCP wfRGASTORM DRAIN 0 OJ5� CL -3 RCP w/RGJ STORM. DRAIN B. 372' .. . . . . .... : : : : : - - 8+ PROFILESEWER AND STORM DRAIN JA30141lmprovements\City ApprovallSewer-Storm Drain Pfansldwg13014-Swr Pfan and Profile.dwg NATE SLINKAP-