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HomeMy WebLinkAbout1.2-7093 Ph 4O CIVIL ENGINEER. MCINTOSH & ASSOCIATES L T BAKERSF1 t I L ! CA 93309 CONTACT PERSON -- BLAINE 1) 834-4814 BASIS OF p w THE BEARING F N 0 '"E SHOWN FOR THE WESTLIE OF THE NORTHWEST 1/4 OF SECTION12, T. 29 S., R. 26 E. AS SHOWN ON SURVEY INVESTIGATION MAP No. 7-1 BK. 6, PG. 43 WAS USED AS BASISTHE # . MONUMENTBENCHMARK,. TOP OF CONCRETE IN LAMPHOLE AT THE CENTERLINE INTERSECTIONL INT DRIVE AND TALLYWOODDRIVE. ELEVATION— . ' (USGS DATUM) (PER TRACT No. 6195—PHS.— L ) MONUMENT LEGENDN 1 . SEC. 11, .. . L 1 !! PER TRACT No. 195—PH. 1, M. 52, PG. 38 . IN L '. L.S. 4383 PER T. 6195 -- PHASE 1 M.B. 52, PGS. . N.E. . L " I.P. TAGGED L ' N. OF CORNER (NOT OF S.E. COR.LOT "I..TAGGED LS 3779 CORNER.ACCEPTED FOR 13 OF SALES MAP CONC MONT. TAGGED RCE 33448 1 L { . F • . • MKD. 1 (C.. INTERSECTION I L .) PER TRACT .1, BK. 52, PG. 38 N.W. . LOT 4 OF SALESF " REBAR AND TIES PER CORNER RECORD DATED 7-07-95 AND FD. NOTHING. L L #FILED MAP —1, . 1 . SEC. 11, " REBAR AND TIES RECORD DATED 7-07-95 AND FD. NOTHING. L T IIK.C.S. FILED MAP No. 7-1, BK. 6, PG. 43 " I.P. T I ' N. OF CORNER (NOT OF RECORD) w WELL LEGEND. WELL "A" CRIMSONCORP. "KCL L --11 (PLUGGED — I L LOCATION) WELL "!! CRIMSONT CORP." L "1--11 (PLUGGED & LOCATION) WELL }!,! CRIMSONT CORP." L LEASE 31" 11 (PLUGGEDLOCATION) L "" ARCO WESTERN ENERGY"T I(PLUGGED LOCATION) L "" KING PETROLEUMCO. "LOUGH" 1 LOCATION) a SHEETINDEX OF SHEETS TITLE 1. COVER SHEET N.O.R.S.D.S DETAILS 3. CEDAR T DRIVE 4.® T BREWERTON COURT COURT UNITE01,011 SEWERITEMS LINEr k-LATERALS 48"0 SEWER MANHOLE (6'-9' DEEP) SEWER POINT OF SEWER EASEMENT LEGEND: EASEMENT DEDICATED N.O.R.S.D. BY !• 'DOCUMENT. DRIVE.SEWER EASEMENT DEDICATED TO N.O.R.S.D. BY SEPARATE DOCUMEN ALONG KING RANCH SURVEYORNOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS SURVEY AN THE ASSUMES O RESPONSIBILITY UNDERGROUND SHOWN OR FOR INFORMATION DERIVED FROM ANY OUTSIDE SOURCES. AT&T UNDERGROUND LINES ARE NOT SHOWN SINCE MAPS WERE NOT PROVIDED. ALL EASEMENT INFORMATION SHOWN HEREON IS BASED ON TICOR TITLE COMPANY PRELIMINARY TITLE REPORT No.(s) FTKE—TO19000014SC DATED APRIL 2, 2019 & FTKE—TO19000015SC DATED ' ' 2, 2019. AN EASEMENT IN FAVOR OF KERN COUNTY LAND COMPANY FOR INCIDENTAL PURPOS RECORDED DECEMBER 18, 1908 IN BOOK 80, PAGE 360 OF DEEDS. C17rwy OF LiA.KERSFIELD AiTa ATI Vic JAWK ------------------------------ __ ___ __ __ ___ _ __ __ � ) 1 1 _____ __ NO. _ __ ___ __ W _ \ t ___________________________ ________�_____SNOW RO _v_____ _ ___ __ - _-_- _, _ I --- WELL "E ®_ �'� , '' ° ) f ) 3 1 1 3 I L.A_ --rR 186 f ) \ \ ~' OVERLOOK Y \ `� r HICKORY'PHASE 3 LANE 22 1 13 _ 12 _j _�' ) 31 P BE I L 19 1 2: — 24 ��--"� f 1\\ \\ //✓°' `,vim �� S _�_� � L._._.�._._ f ._ .�. � f , 1 15 ) 1 � ! ' � ._ ._ i ;5 1 25 — 1 22 — -- 28 1 f 1 .. 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SHALL BE GIVEN TWO (2) WORKING DAYS NOTICE. TEL.: (661) 399-6411 2. TO THE , PRIOR Mrwiw O THE START i. w` O ANY PHASE A STORM DRAIN e CONSTRUCTION, C.O.B. SHALL BE WORKING DAYS NOTICE. TEL.- (661) 326-3576 3. ALL SEWER AND STORM DRAIN MATERIALS SUPPLIED FOR THIS PROJECT WILL COMPLIANCE w ,� STATING THAT REQUIRE � REQUIREMENTS Qw t i ♦ . STANDARDS FORTH w ,*r RE SPECTIVE AGENCIES t w w rr w [ r DRAIN — CITY BAKERSFIELD). 0 ENGINEER'$ STATEMENT 1 I I I I L I I TY ORDINANCESBAKERSFIELD IGN STANDARDS FOR STORM DRAIN IMPROVEMENTS RIVERNORTH OF I I . 1 FOR SEWER IMPROVEMENTS AND THAT THEY INCLUDE ALL IMPROVEMENTS OF THE ADVISORY1 . I AM RESPONSIBLEL CALCULATIONS AND DRAWINGSTHESE AND ANY ERRORS, OMISSIONS, # I THOSE ORDINANCES,DESIGN CRITERIA SLL BE CORRECTED DURINGCONSTRUCTION TI REFLECTED PLANSCORRECTED ITTED TO THE CITY ENGINEER. 55102 a �w wn � ■1 :..� 111I1� 2, --. 14 - �­:0/ NE NEPTUNE R.C.E. 55101 1w REVIEWED BY: LUIS A. TOPETE R.C.E. N0. 67236 DATE ASSISTANT PUBLIC WORKS DIRECTOR Ap, PUAPPROVED BY: GREGG R. STRAKALUSE R.C.E. NO. 58663 BLIC + PATRICK OSTLY, DISTRIC MANAGER, DATE OF RIVERNORTH IT I I . 1 MONI . 43779 DATE F.L. FLOWLINE C.L. CENTERLINE SDMH STORM DRAINLE ELEV. ELEVA11ON A.P. ANGLE POINT DRAINDRN STORM I T — Y M.H. I L BASINCB CATCH INV. INVERT STA. STATION BEGINBC EC END CURVE T.O.M. P.O.C. I . LATERAL PA PROPERTY LINE SCM IL MAP (F) FUTURECONFORMANCE C.O.B. CITY OF BAKERSFIELD P.M.P. PRIVATELY WFE L IMAINTAINED EASEMENT N.O.R.S.D. NORTH OF RIVER STREET CONSTRUCTION SANITARYSCP I T PLAN NO.1 DRAINSSDP SEWER & STORM PLAN MONUMENT0 SURVEY PER SCP. SURVEY MONUMENT SMANHOLE DRAIN MANHOLE0 CONSTRUCT SEWER N.O.R.S.D. DETAILSTANDARD —1. SECTION L ®® ® _ GNATION I SHEET WHERE 2 SECTION IS SHOWN CURVE NUMBER FOR CURVE DESCRIP11ON 1 EASEMENT DESIGNATION, SEE EASEMENT LEGEND ON SHEET1 - I - SEE CONSTRUCTION SCHEDULE 1 SEWER LINE • 1 ALL PIPEINVERT ELEVATIONS UL I . • ALL SEWER LATERALS " IN SIZE OTHERWISEUNLESS . 3. SEE PLAN FOR SEWER MANHOLES' DIAMETER SIZES. CATCH DRIVEWAYPROPOSED LOCATION r... TOP OF M.H. ELEV. 1 ) MONUMENT — SEE SHEET 1 WELL "A' WELL -- SEE SHEET 1 I (E) SEWER LINE CONSTRUCT.SEWER LINE PER TRACT BOU 4 A Y __________________ PHASE BOUNDARY -CENTERLINE -- -- -- -- -- -- -- L W_ WATER L# -PLAN ,,.,.,—.PIPE SIZEY CALIFORNIA WATER SERVICE. L — I # —1 I 0 WE 9 rY t "ti 1k F. 4 f a f. 4 # AIzl�� -----°40 OR 6* HOUSE LA 7- �- r UK m ruju 46 PVC OR VI BIKE) HORIZ AL D ..+APE 1 j� MINIMUM WHOUIT HOUSE IATERAL, ��TEE CP O • PVC PLUG. UG. D STANDARD NOTES: 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE AT 811. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS & ANY OTHER ITEMS IN PUBLIC RIGHT—OF—WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST-11, EXCEPT AS NOTED ON PLANS. 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 AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT—OF—WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT COMPACTION TESTS SHALL BE THE RESPONSIBLITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORKING IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 2. STANDARD DETAILS THE FOLLOWING NORTH OF RIVER SANITARY DISTRICT NO. 1 (N.O.R.S.D) STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: S-2, S-3, S-4, S-5, S--6, S-7, S-11 !Y3 3°'i6iili PYY� S$ti'i"il i $°1iF$1AA1L i�Cfi P° If l�f71y N.O.R.S.D. STANDARD NOTES FOR SEWER: 1, THE SEWER FACILITIES TO BE DEDICATED TO THE N.O.R.S.D. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE N.O.R.S.D. 2. THE N.O.R.S.D. SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. TEL.: (661) 399-6411. 3. THE CONSTRUCTION PLANS MUST BE APPROVED BY THE N.O.R.S.D. PRIOR TO THE START OF ANY SEWER CONSTRUCTION. TWO (2) SETS OF APPROVED PLANS SHALL BE FURNISHED TO N.O.R.S.D. AND ONE (1) SET OF THE SAME TO THE DISTRICT'S ENGINEER. PRIOR TO DISTRICT APPROVAL, THE PLANS MUST BE SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. 4. PRIOR TO ACCEPTANCE OF THE SEWER FACILITIES, ALL NECESSARY EASEMENT DOCUMENTS SHALL BE PROPERLY EXECUTED AND RECORED. TWO (2) COPIES EACH OF THE RECORDED DOCUMENTS SHALL BE FURNISHED TO N.O.R.S.D. 5, PRIOR TO THE ACCEPTANCE OF THE SEWER FACILITIES, ALL PIPING SHALL BE TESTED FOR LEAKAGE AND INFILTRATION. ALL PIPING SHALL ALSO BE TELEVISION INSPECTED. 6. THE MANHOLE FRAME AND COVER AND CONCRETE SUPPORT FOR MANHOLES SHALL BE RAISED. AND CONSTRUCTED TO FINISHED PAVED GRADE AFTER THE PAVING OPERATION IS COMPLETED. THE RING SECTION SHALL NOT BE MORE THAN 18" FROM THE CONE. THE COMPLETE SEWER SYSTEM SHALL BE COMPLETELY CLEAN PRIOR TO ACCEPTANCE. 7. WORK IN THE STATE OF CALIFORNIA, THE COUNTY OF KERN, OR THE CITY OF BAKERSFIELD RIGHTS —OF —WAY SHALL BE DONE IN ACCORDANCE WITH THE APPROPRIATE ENCROACHEMENT PERMITS. 8. THE SEWER SYSTEM, INCLUDING LATERALS, SHALL BE HYDROSTATIC WATER OR AIR TESTED, AFTER ALL UNDERGROUND UTILITIES ARE CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT. 9. EXISTING SEWER LOCATION AND FLOWLINE SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE START OF CONSTRUCTION. THE DISTRICT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 10. ONE COMPLETE SET OF RECORD DRAWINGS (MYLARS) SHALL BE FURNISHED TO THE DISTRICT ON COMPLETION OF CONSTRUCTION. Know what's below. Cali before you dig. PLUM HALLOW AVENUE (TRACT 7093-PHASE 2) �-- PHASE 2 2 32 W.J --� ! ; i -7 3 CD -- oo N © a = 2 ' P w w Uj JUj C? w !` j 20'# I s V) � �"' 130' 30f r �-- J �" w d=�' �-�- o � a : # z U) '0 i, i z#- ui w �- w 0 (� �--�-- 00 f 30 EXISTING i � I L(EE) 8-SWR PHASE # f -_ s 1+0o _ NOO°43'35"E - _ 104.15' ------------------- 0 `� # , ° X Q v O� i i , J �M I� ##f '! w W 0 3 ( .- a a 00 i Uj-# CL I t� co U) w # 1 Z UU !! #� I 2 _' U O�" (# i# ? � ! � O Z _ N �o � U) 00 W p �}O. # ## 6 i 1 €� W w Z w v) T_ < 3 8 V) + ! ! # F i f I ! < n..... Z Q PLUM HALLOW n -m v n C) -- Q Q AVENUE ��<� V) 0 (TRACT 7093- PHASE 2) U < 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 a TWO 11., i o ' 3O N 37 J W O w o Z U) uiw 3: ! w Ui N U< 00 .-., OV) W Wcpon `',. " '�' to cwn }... O .a....,.... n ! � JH- ©o -I- (n W > W wZ 4"`- <+ CD N � O r`-i-- I `` VrST. TENT. TRA-C."T 709-3 6 00 c PHASE 4 I o � r' o 3J I� o O Z O N I DO N I Z 0 W .r„ W i -� vv W �.- r•- Q0 Ui 0i 0i �-�. �-- P + I '� + + to to + PO I F w s SWR 1 s y 71 0 N00°43'35"E -1-- r---I- { o o C) I C) ( ! V) + I + r" r 1 l J �¢-' U V) 34 3 !3-2 o 0 N O o N ! N 1 cr w U) V) i ! � ! l N (6 LO o %_ U) R/W cn - w - - - .. - -- .4 _-- F.L.- .L. s S-2 if s N a13+00 i 7t 14+00 455.00 `n 3 0CK � O 1 O i R/W o0i o re) I 0i to i Li W W W Uj V I V j Uj U) W V) L J w Id I C0 tfJ v Cfl + N I + PHASE 4 - - + ! I (0 + 7 � V I � 2- 29 � •� +- Q 30 VrS . T-E,NT. T 'AIc,.. ry 7 0 3 0 v Am 2 974111 am :10)a m 11 , 01 , L J STA. 11 + 04.15 C.L. TO STA. 15+ 59.15 C.L. SCALE: 1 " = 40' HORIZONTAL NOTE: 1" == 4' VERTICAL SEWER PROFILE ARE BASED ON C.L. STATION UNLESS OTHERWISE NOTED. SEWER SLOPES ARE BASED ON SEWER STATION. ss- 15+00 31 -T I__: / N� rv, O O 0i W U) U) Pei V) 0) I z II _ .... ._ ... CD 0 r _.3W Urn EXISTING PHASE I � .1 U) LJLJ N N r t o e— ¢ (E) STREET Z �., �¢�' V) V) IMPROVEMENT - � - .-_-_ -- 16+00 - _ N00043� '3 E 150.18' : i___--__-- ._I ry Q ..� 00 EXISTING m ; PHASE I , W v--- V) +.. W 17 :::LAT APPR X.FINISH GRADEo C NTERLIN t <1 [ 1 O i LC) m i + wig E i i s #}(t - -"'"' _ SEWER - ---- INV. (E' INV. E 8" SEWER E k -8" SEWER --- co ® _j o X o 00 CDw �Uj o z 0 I p o z � O w 0 OMI 0 ©00 ry JwNN_ �o/�%l�fY► U� O� __Uo O �-�' o - N O t✓9tJiJW + W W 1 ..! ,� W©Z �.- w LL W C� ± J `-W '�` O t0 W 4-W '�` j W J 00 rW d- zf �� utix U EnZ V) i V)z E 108.95 LF OF -----INSTALL N 210.00 LF OF I INSTALL (N) 210.00 LF OF 8 PVC SEWER U 0.87% �I 6 8" VC SEW R 0 1.3 % -q 5 8" PVC SEWER 0 11.34% 4 6 (E) 5.00 LF OF I 8 PVC SEWER 0 1 '36% I 330 - 9+50 10+00 11 +00 12+00 13+00 14+00 15+00 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 16+00 CONSTRUCTION NOTES: LEGEND. �1 (E) END -OF -STREET BARRICADE TO BE REMOVED. F.L. FLOWLINE SMH SEWER MANHOLE SALVAGE FOR USE ON NEXT PHASE. C.L. CENTERLINE SDMH STORM DRAIN MANHOLE ADJUST (E) TOP OF MANHOLE TO FINISH GRADE. ELEV. ELEVATION A.P. ANGLE POINT DRN STORM DRAIN R/W RIGHT-OF-WAY �3 CONSTRUCT 4" SEWER LATERAL PER N.O.R.S.D. STANDARD M.H. MANHOLE TYP TYPICAL DETAIL S-3. CHISEL A LETTER "S" ON TOP OF CURB. CB CATCH BASIN SWR SEWER PROPOSED WATER LINE -SEE SEPARATE PLAN BY CALIFORNIA INV. INVERT STA. STATION WATER SERVICE FOR DETAILS. BC BEGIN CURVE TEMP. TEMPORARY CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING EC END CURVE T.O.M. TOP OF MANHOLE SEWER PRIOR TO CONSTRUCTION AND N011FY ENGINEER OF P.O.C. POINT ON CURVE LAT. LATERAL ANY DISCREPANCIES. PA PROPERTY LINE (E) EXISTING s CONTRACTORS TO ENSURE THAT ALL MANHOLES, FRAMES, SCM SUBSTANTIAL CONFORMANCE MAP (N) NEW COVERS (ON PAVED AND NON -PAVED AREAS) ARE C.O.B. CITY OF BAKERSFIELDFUTURE P.M.P.P. PRIVATELY CONSTRUCTED PER N.O.R.S.D. STANDARD DETAILS S-7 AND WFE WALL FOOTING MAINTAINED PARK S---11. EASEMENT N.O.R.S.D. NORTH OF RIVER LATERAL CONNECTION SHALL HAVE A MINIMUM DISTANCE SCP STREET CONSTRUCTION SANITARY DISTRICT OF 2.50' FROM THE CENTER OF THE SEWER MANHOLE. PLAN NO. 1 SEWER LINE TABLE LINE BEARING LENGTH PIPE SIZE SWR 1 N0064335"E 210.00' (N)8-SWR SWR 2 NOO'43'35"E 210.00' (N)8"SWR SSDP SEWER & STORM DRAIN PLAN O SURVEY MONUMENT PER SCP. p A (E) SURVEY MONUMENT 0 (E) SEWER MANHOLE C.o (E) DRAIN MANHOLE 0 CONSTRUCT SEWER MANHOLE PER N.O.R.S.D. STANDARD DETAIL S-7 AND S-11. (E) CATCH BASIN PROPOSED DRIVEWAY LOCATION 360.0T. p,� TOP OF M.H. ELEV. M1 (E) MONUMENT - SEE SHEET 1 WELL "A' (E) WELL - SEE SHEET 1 -- D (E) STORM DRAIN LINE ---- s (E) SEWER LINE s CONSTRUCT SEWER LINE PER N.O.R.S.D. STANDARDS. - - - - - - TRACT BOUNDARY ---------------------- PHASE BOUNDARY -- -- - CENTERLINE - - - - --- -- - STREET RIGHT-OF-WAY OR PA w WATER LINE -SEE SEPARATE PLAN .,/---PIPE SIZE BY CALIFORNIA WATER SERVICE. 4 W---UTILITY: WTR-DOM WATER SWR-SEWER FW-FIRE WATER DRN-DRAIN IRR-IRRIGATION G-GAS SECTION LETTER - - - - - SEC11ON DESIGNATION SHEET WHERE - 2 SECTION IS SHOWN (D CURVE NUMBER FOR CURVE DESCRIP11ON O EASEMENT DESIGNATION, SEE EASEMENT LEGEND \'/ ON SHEET 1 (D ITEM OF WORK - SEE CONSTRUCTION SCHEDULE SWR 1 SEWER LINE NUMBER GENERAL COTES: 1. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 2. ALL SEWER LATERALS SHALL BE 4" IN SIZE UNLESS OTHERWISE NOTED. 3. SEE PLAN FOR SEWER MANHOLES' DIAMETER SIZES. t Know what's below. Call before you dig. y N PLUM HALLOW AVENUE (TRACT 7093-PHASE 2) 2 PHASE 2 Tc:)T 5 __j 24 23 WE _j Uj L-0 39 0 0 11 _j 0 z C) Op ; 15 W - L,.,i 27 20 11 1 U� LJ _j zz L6c'�: U'i 12 _j Cc) O<� L6 -11 1 a, t130, 3_0 0 0 00 Gi W 04 Ir- M Locr 0 V) V) 0 < Z Uj U_ d Z.- Uj < 1Uj 3r- 0 0 < V) c� 0 00 _j x z1Uj 0 0 N Uj ON-, v­ Z 2LO , :-i:: 0 0 0- ++ + 6 < X �9 r-� * , Uj Lo 1 a Uj V) m>w0 C-0 Z (DO 0 1 V) Lli 0) Li z V) + + + z ui I 3: Uj (:) E-- I_ac TYP + 2- LJJ 0 V- W c) of to U) EXIST]ING 1 1 14V) (_0 Lu 0­4� < 3 rz PHASE 2 v) '0 mm I n Ln cn �F. L R W .'a + + V) CF) 0) I I J_ - _114 < < ----------- ---- wcn t I J i I I (E)8 SWR __T S 0 25 N 0*43'35"E 105. 00, 11+00. -------------------- Uj I/A > < CK F < -L_-0 LAJ Fw­ < L 60- -A 040 < < n, 0 05, z cr- X I I - L0 LLI X 3: p __j Uj 24 Uj CO (n LLJ z d 0 C) LLJ z U_1 Uj r- M V) z V) 0 (=;Cq < 05 < 04 0 + Z -17 < _r ry I I U) ++ < < 0') CF) LLj v- C4 0 n- ne l.— 0 PLUM HALLOW 'c-0- 0 < < �. AVENUE UJI (TRACT 7093- PHASE 2) 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 I (0 20/19 PHASE 4 22 21 '17 00 _j C) 0 C) LLJ C) 46 04 W N 0D LO Uj ui to U) i of i +0) lb U-) C-i C14 Lo + + to 6o, 4 V) 00 F-1 NOO*43'35"E (N) 8-SWR S 00 t0' 12 0 NOO"43F'35"E 13+00 _ U-) — N -11ER/W 0 0 Ui n Ui n LO TYP. vwi i j V) LO LO U") (0 + CI-4 PHASE* 4 V_ V) 12 V) 13 114 (n VEST. Tr N . TRACT 7093 301.09 S i j -S scULL " %11� 14+5913 T4--------------- Ui 00 V) i + to 4 te) v- U") C-4 n + Ld V) PO V_ U) WOUDHURST U R T STA. 11+05.00 C.L. TO STA. 14+06.09 C.L. SCALE: 1" = 40' HORIZONTAL NOTE: t.: 1 )p = 4' VERTICAL SEWER PROFILE ARE BASED ON C.L. STATION UNLESS OTHERWISE NOTED. SEWER SLOPES ARE BASED ON SEWER STATION. ADDOOV r7lKll4ZW r-PAM" Alk�ttt��. /�o - -,gr- "%� Iq OFN 11 �1_eeR SEE DETAIL "i" �..4. %% THIS SHEET JO. 17 ATCENTERLI E _ _ _L__ _ ____-- -- 7,F -- --- —7 < APPROX1 FINISH GRA DE r __.-AT (E) CENTERLINE__ 4— ......... '. z < j1c)-7 0 + t SEWER NV. (E) 8" SEWER 0 •0 z fr--j 00 _j 00 0 39; C) -00 C) W W 0 U) 0 W z OZ U) L6 I L6 I z o- < m Z_ _j op 000 ui- 2: < U-) Uj Z 00 _j U_ C3 ­,F Lo 0 60 Q_ < m Vf C3 CO I to 0 Lj L6 Z V) Onn > 0- + LLJ L(i UJ LLJ (0- v- V_ . . _j 0:: > Uj !t[LL.L____Uj -C:) — oz- W_�tm z 0) LJ (f)(0 Ljj < < > LLI `.Li 0 - l­_ z l­ z CL LL, U) V) i­- — — *-r z z 00 Zt Z + > LLJ < >; �- s-1- (E) 110.00 LF OF 301.09 LF 8" PVC SEWER @ 1.93% 8- PVC SE R @ 1.94% (E) 5.00 LF OF L PVC SEWER @ 1.94% 330 L_ 9+50 10+00 11+00 ipZ1111j, 13+00 14+00 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 ' 330 14+50 1 C9 CONSTRUCTION NOTES: LEGEND: LO C6 1,-0 (E) END -OF -STREET BARRICADE TO BE REMOVED. F.L. FLOWLINE SMH SEWER MANHOLE + m C6 SALVAGE FOR USE ON NEXT PHASE. C.L. CENTERLINE SDMH STORM DRAIN MANHOLE rn '2 ADJUST (E) TOP OF MANHOLE TO FINISH GRADE. ELEV. ELEVATION A.P. ANGLE POINT DRN STORM DRAIN R/W RIGHT-OF-WAY w CONSTRUCT 4- SEWER LATERAL PER N.O.R.S.D. STANDARD M.H. MANHOLE TYP TYPICAL (n cn 4" SEWER LATERAL DETAIL S-3. CHISEL A LETTER "S" ON TOP OF CURB. CB CATCH BASIN SWR SEWER STA. 14+03.09, C.L. 5.00LT.= 4 O PROPOSED WATER LINE -SEE SEPARATE PLAN BY CALIFORNIA INV. INVERT STA. STATION STA. 14+03.09, SEWER WATER SERVICE FOR DETAILS. BC BEGIN CURVE TEMP. TEMPORARY c 4 4" SEWER LATERAL CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING EC END CURVE T.O.M. TOP OF MANHOLE P.O.C. POINT ON CURVE LAT. LATERAL STA. 14+08.09, C.L. 5.00LT.= SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF PA PROPERTY LINE (E) EXISTING (N) 8"SWR STA. 14+08.09, SEWER ANY DISCREPANCIES. SCM SUBSTANTIAL (N) NEW 301.09' (N) 48 0 SEWER MANHOLE NO. 70-31 CONTRACTORS TO ENSURE THAT ALL MANHOLES, FRAMES, CONFORMANCE MAP ) FUTURE N00043'35"E A STA. 14+11.09, C.L. 5.00LT.= STA. COVERS (ON PAVED AND NON -PAVED AREAS) ARE C.O.B. CITY OF BAKERSFIELD P.P. PRIVATELY M STA. STA. 14+11.09, SEWER CONSTRUCTED PER N.O.R.S.D. STANDARD DETAILS S-7 AND WFE WALL FOOTING MAINTAINED PARK 7 SWR S-11. EASEMENT N.O.R.S.D. NORTH OF RIVER SCP STREET CONSTRUCTION SANITARY DISTRICT 14+061 SWR 5 SWR 5 6 LATERAL CONNECTION SHALL HAVE A MINIMUM DISTANCE SWR 3 OF 2.50' FROM THE CENTER OF THE SEWER MANHOLE. PLAN NO. 1 SSDP SEWER & STORM DRAIN 0 S-C4 PLAN SURVEY MONUMENT PER SCP. 0• Ui c Q�. 6 09 C A (E) SURVEY MONUMENT jw _R7,6, C. 4. (9 (E) SEWER MANHOLE zc ry cj 0 E DRAIN MANHOLE < 1 U� Iq 0 0 00 DETAIL $Pi $1 0 CONSTRUCT SEWER MANHOLE PER N.O.R.S.D. x + + STANDARD DETAIL S-7 AND S-11. Uj 4 SCALE: 1 20' (E) CATCH BASIN < < F- - PROPOSED DRIVEWAY LOCATION 360.0 TOM TOP OF M.H. ELEV. mi (E) MONUMENT —SEE SHEET 1 SEWER LINE TABLE WELL $lA' (E) WELL - SEE SHEET 1 LINE BEARING LENGTH PIPE SIZE (E) STORM DRAIN LINE SWR 1 N89*16'25"W 10.00' 4 (E) SEWER LINE SWR 2 N44*1 6'25"W 45.30' 4 CONSTRUCT SEWER LINE PER N.O.R.S.D. STANDARDS. SWR 3 N89*1 6'25"W 10.00' 4 TRACT BOUNDARY SWR 4 N23013'35"E 54.55' 4" ---------------------- PHASE BOUNDARY SWR 5 N891 6'25"W 5.00' 4 CENTERLINE I SWR 61 N 11 "58'35"E 1 52.04' 1 4 STREET RIGHT-OF-WAY OR PA W_ WATER LINE -SEE SEPARATE PLAN /—PIPE SIZE BY CALIFORNIA WATER SERVICE. 4 W—UTILITY: WTR-DOM WATER SWR-SEWER FW-FIRE WATER DRN-DRAIN IRR-IRRIGATION G-GAS SECTION LETTER SECTION DESIGNATION SHEET WHERE 2 SECTION IS SHOWN CURVE NUMBER FOR CURVE DESCRIPTION EASEMENT DESIGNATION, SEE EASEMENT LEGEND ON SHEET ITEM OF WORK - SEE CONSTRUCTION SCHEDULE SWR 1 SEWER LINE NUMBER GENERAL NOTES: 1. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 2. ALL SEWER LATERALS SHALL BE 4" IN SIZE UNLESS OTHERWISE NOTED. 3. SEE PLAN FOR SEWER MANHOLES' DIAMETER SIZES. Know what's below. Call before you dig. PLUM HALLOW AVENUE 2 N !(TRACT 7+ 93-PHASE 2) �N Z ( I O 0 !I � W J N O # , o .� U 3'-co c' Uj ® N i I N 0 0 o-. ZZV) �W 3- I Ld N Z La.! i # # � W Z t6 W 0 Q. _ J� (W ! � 22 Z �, # # =, ce- Z w o°0 cxwn Mi i i{ w w �`"ow rri w ry J t� � I i i - i i �i c1.s"ci Z � O d'�� - ! � � t # # W r - -4- 4- wl- 0000 1 a, p.... ©o + o W tO # # 00 Zcif # # ! W 0i w W 5 fj H-- `` c�. ++ .-. Lj i LJ � V) N # i i �- to c.0 w O H�---�¢- ! r- Lli LLJ w # .�.IAJ- w �-- �--- t-- . to !� € ` ��4 ` . to Li.. .- V) U) R /W Gn e' m In # (E) 89fS___ N00°43'35"E ° 04 _ ! NO °43'35"E 103.43 N 0°43'35"E 12+00 00 zo -------------------- I! R%W < Q--� 4� T © 1 Z F- Ui 0 z Uj � LLJ U) i00 cn < � LLj W (n M I Uj LN-1 # m Z IL Ud�?- jwU !j < mO �c0 + + O> C.L O < pOO W N# # ++ 0-1 1 � U) J ch0 n- Uj 00 PLUM HALLOW AVENUE w w �-' 9 V) 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 9+50 (TRACT PHASE 3-- PHASE 2) 8 J 1 7 0 � 0 0 o N ! � N N ! of W I w ! W I V) w V) I ci o SEE DETAIL "1" N + + THIS SHEET n 4 Ul � �-- -- °° (N) 8"SWR �'-F.L. 13+00 00 �- F.L. 3 ce � i o 1 TYP. t Ui Of 1 n ! t cW � rn ! O Is- ! Ui c*4 e- + r- I <c U 3 4 <c 3,49.36s i - 349.36' 14+00 N N Qf LLj Ln N 00 rn F�- r (n '11r i/U !1 Lj � o Lci of U U <J� ! ! Ljj 00 UV r w w V)L0 t �, r-r- Lij 1* W I �, � 0 v- d- + Q d- � U V � � � lz ram- V)v) V I a] MMITIVI = ma Cal Ll WKGI I I :a, I-M, 'm STA. 11 + 03.43 C.L. TO STA. 14+ 52.78 C.L. SCALE: 1" = 40' HORIZONTAL NOTE: 1" = 4' VERTICAL SEWER PROFILE ARE BASED ON C.L. STATION UNLESS OTHERWISE NOTED. SEWER SLOPES ARE BASED ON SEWER STATION. N,x --- -_ -T o� . r APPROX. (E) FINISH -- APPROX. FINIS ED GRADE AT CENTERLINE GRADE AT CL , �F co INV. (N) 8" SEWER # L INV. (E) 8 SEWER o � � � o t w.d --t co J _j 00 1--...J 00 � � U 0 O c) =g: 2 00 0 0 (n W Uj O cn Z O ►-- 0_j 00 <JQ : J C_)t _ U� V00 UN i a- ; ry PO Ls_ o �_* [ 4� ; —�� i LLI LL1 Ld V) z, ��, 0) � > Z o p.... o • � LLJ V) U_c) Or� oul I LLJ( W W Z d- Jcfl � < UJ Z Q ZZ'-, Z Z 0- W Z W© i- 00 Z W f- Z E 108.50 LF OF INSTALL 34 .36 LF OF 8 PVC SEWER @ 1.637o 8" PVC SEWER @ 1.6 % I 4 j (E) 5.00 LF OF _____�� � � ► � � -� - I t 8". PVC SE R @ 1.� 2% I # - -- --- - - - - - -- - —____ 10+00 11+00 12+00 13+00 14+00 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 15+00 4" SEWER LATERAI STA. 14+49.78, C.L. 5.00LT.= STA. 14+49.78, SEWER (N) 8"SWR SWR 1 231.43 N 00 43 35" E S SWR 3 (N) 48"0 SEWER MANHOLE NO. 70-32 STA. 14+57.78, C.L. 5.00LT.= STA. 14+57.78. SEWER I �4" SEWER LATERAL v " STA. 14+54.78, C.L. 5.00LT. - 00 STA. 14+54.78, SEWER ¢ c� Lijkq- _D U to DETAIL 11 " J SCALE: 1 " = 20' SEWER LINE TABLE LINE BEARING LENGTH PIPE SIZE SWR 1 N89°16'25"W 5.00' 4" SWR 2 N21 °46'25"W 47.66' 4" SWR 3 N89'1625"W 10.00' 4" SWR 4 S44°16'25"E 48.32' 4" CONSTRUCTION NOTES: LEGEND: Q (E) END -OF -STREET BARRICADE TO BE REMOVED. F.L. FLOWLINE SMH SEWER MANHOLE SALVAGE FOR USE ON NEXT PHASE. C.L. CENTERLINE SDMH STORM DRAIN MANHOLE �2 ADJUST (E) TOP OF MANHOLE TO FINISH GRADE. ELEV. ELEVATION A.P. ANGLE POINT DRN STORM DRAIN R/W RIGHT-OF-WAYM.H. �3 CONSTRUCT 4" SEWER LATERAL PER N.O.R.S.D. STANDARD MANHOLE TYP TYPICAL DETAIL S-3. CHISEL A LETTER "S" ON TOP OF CURB. CB CATCH BASIN SWR SEWER �4 PROPOSED WATER LINE -SEE SEPARATE PLAN BY CALIFORNIA INV. INVERT STA. STATION WATER SERVICE FOR DETAILS. BC BEGIN CURVE TEMP. TEMPORARY ® CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING EC END CURVE T.O.M. TOP OF MANHOLE SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF P.O.C. POINT ON CURVE LAT. LATERAL ANY DISCREPANCIES. PA PROPERTY LINE (E) EXISTING © CONTRACTORS TO ENSURE THAT ALL MANHOLES, FRAMES, SCM SUBSTANTIAL (N) NEW COVERS (ON PAVED AND NON -PAVED AREAS) ARE C.O.B. CONFORMANCE MAP CITY OF BAKERSFIELD (F) FUTURE CONSTRUCTED PER N.O.R.S.D. STANDARD DETAILS S-7 AND WFE WALL FOOTING P.M.P. PRIVATELY MAINTAINED PARK S-11. EASEMENT N.O.R.S.D. NORTH OF RIVER j LATERAL CONNECTION SHALL HAVE A MINIMUM DISTANCE SCP STREET CONSTRUCTION SANITARY DISTRICT OF 2.50' FROM THE CENTER OF THE SEWER MANHOLE. PLAN NO. 1 SSDP SEWER & STORM DRAIN PLAN a SURVEY MONUMENT PER SCP. ©® (E) SURVEY MONUMENT ® (E) SEWER MANHOLE 0 (E) DRAIN MANHOLE Q CONSTRUCT SEWER MANHOLE PER N.O.R.S.D. STANDARD DETAIL S-7 AND S-11. (E) CATCH BASIN I"N PROPOSED DRIVEWAY LOCATION 36. 0 D._.T. 0 M. TOP OF M.H. ELEV. M1 (E) MONUMENT - SEE SHEET 1 WELL "A' (E) WELL - SEE SHEET 1 -- D (E) STORM DRAIN LINE s (E) SEWER LINE s CONSTRUCT SEWER LINE PER N.O.R.S.D. STANDARDS. - - ---- - - - - TRACT BOUNDARY ---------------------- PHASE BOUNDARY -- - -- CENTERLINE - - - - - - STREET RIGHT-OF-WAY OR PA w WATER LINE -SEE SEPARATE PLAN �. —PIPE SIZE BY CALIFORNIA WATER SERVICE. 4 UTILITY: WTR-DOM WATER SWR-SEWER FW-FIRE WATER DRN-DRAIN IRR-IRRIGATION G-GAS SECTION LETTER A - - - - - SECTION DESIGNATION SHEET WHERE - 2 SECTION IS SHOWN `D CURVE NUMBER FOR CURVE DESCRIPTION 1O <&> EASEMENT DESIGNATION, SEE EASEMENT LEGEND ON SHEET 1 (D ITEM OF WORK - SEE CONSTRUCTION SCHEDULE SWR 1 SEWER LINE NUMBER GE ERAl.,�N0 1. ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 2. ALL SEWER LATERALS SHALL BE 4" IN SIZE UNLESS OTHERWISE NOTED. 3. SEE PLAN FOR SEWER MANHOLES' DIAMETER SIZES. Know what's below. Call before you dig, ,)_ -- 0 CITY RECORDS NO: 0) N cq O N rn OZ00 Uo'lq- Z U I W U co o (h N W d m co 0 mit W c� J V 1 0) ti cc C4 ®Z 0 a, Z 0 �r cc 0 cc W ccLU t-- W COcr C� I M Zce W 9 a M W O W 0 iJ 0 V O Q