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Home My WebLink About5.2-12251CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. CONSTRUCTION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING AYS BEFORE !!! HORIZONTALCONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS #R ARE WITHIN 5' OF ' AND STORM LOCATIONAND HORIZONTAL ENGINEEREXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE SHALL BE '" RELOCATIONTO REDESIGN THE ALIGNMENT. IF ,■ THE CONTRACTOR SHALL BE COMPENSATEDR INSTRUCTED RELOCATION. IF REDESIGN ADDITIONALTHE ALIGNMENT REQUIRES ►TION THE CONTRACTOR SHALL BE COMPENSATED Fr REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR► CONTRACTOR 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 R PRIOR TO CROSSING! CHECKED FOR GRADE, BY CONTRACTOR PRIOR ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE " UNDERCUT SHALL BE REPAIRED., AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN NNE . ACCORDANCE BAKERSFIELDSTANDARD PLANS.EXCEPT AS NOTED ON AN OPEN STREET PERMIT SHALL BE OBTAINEDBAKERSFIELD PUBLIC SECUREDWORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT—OF—WAY. UNLESS BY APPROVED 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 THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: t s s s s 9 3. VCP INSTALLATION —L5EWER) MATERIALS: -...THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING ASTM EDITIONCONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATION OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT AND THE CURRENT ASTM SPECIFICATIONS C-12. I JOINTS: THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION THE PIPE AND FITTINGS FOR 6 )t , 8"s 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN —END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION Mr.: OR APPROVED . EQUAL, REQUIRED. M QNit D THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN —END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) NIM NRMilm i 1 MATERIALS.- PIPE AND FITTINGS SHALLREQUIREMENTS . R CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOU*1_1 THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT —IN FITTINGS ARE NOT PERMITTED. PIPE AND FITTINGS SHALLACCORDANCE MATERIALSTHE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11AND III EMBEDMENT i 5. PVC PIPE INSTALLATION .,(SEWER,), MATERIALS;. -PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT R SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT —IN FITTINGS ARE NOT PERMITTED. JOINTS: USE ONLY "` BE IN ACCORDANCE WITHTHE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. IC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL `o, CONSIDEREDINSTALLATION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND III EMBEDMENT MATERIALS WILL BE SUITABLE. EXCAVATIONTHE LAID IN THE TRENCHESOPEN—CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE AS SHOWN ON STANDARD DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. EXCAVATEDTHE HOLES FOR BELLS AND FITTINGS SHALL BE BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTION' PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THI TYPES OF PIPE STORM AND INSTALLATIONS SHALL MEET CITY STANDARD S-39. ENGINEER'S STATEMENT FILEDvMAP No. 7-1, BKL6, PG. 28�J� SUMMARY OF SEWER AND STORM APPROVED BY: ROGER A. McINTOSH, R.C.E. 33322 175`7 11 1 DRAIN' IMPROVEMENTS ITEMS UNIT TOTAL 12 BEARINGTHE LINE OF THE SOUTHWEST QUARTER OF SECTION 20, T. 0 S., R. o . 6169 UNIT 7, FILED IN BOOK 52 OF MAPS AT PAGE 122 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. llmmffi� I .. ! ... N. I I = TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) (NOTE: ADD 2.20' TO GET TO LORE ENGINEERING DATUM) INDEK.- 1. COVER SHEET 2. NOTES AND SPECIFICATIONS 3. FUTURE STREET ss ss — SEWER PLAN 4. FUTURE STREET "A"— SEWER PLAN - ss ss — STORM DRAIN PLAN ��R REVIEWED BY: STUART J. 44898 DATE , R.C.E. ASSISTANT PUBLIC WORKS DIRECTOR lcz� 2c-) 2 Z) APPROVED ,,K fVK*- PUBLIC WORKS DIRECTOR Know what's Cal I before you dig. VICINITY MAP O SCALE !! i. i . !.! i i ! Al . ■ ! w, it i# . #!! i•1. 11*1 ! iHIM lograil, Milk llijklm w 11 ' ! ' 1 ' 111 QW#'. 4 fff @ Q I !.. iilk FA ! i ! THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN --SITU MATERIALS. w w # #Wm i T, iM,MYA l ' i i A I I ' 11 XMISA ON ! 2 m! ' 'jungl A owl' lim Iwo 1 * i�•! i •, 1 , • / 1 i� !�! !� 1 d* i1 ; . •r i 1 A 1 1 i •►d i ! 1 A AIL ! i! ! i• d 1 !" i ' !' i i ! A A � 1 1 ! t 1 A A i .►i � !'! i '� 1 i �► ! i ■ 1 � !ir , # , r * ,� A � w � A 9. SEWER PIPE INSTALLATION SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL. A ! A!� i em ' MIKE`� 1 1! A 1 i i ! i•! 1 �, ,` i A !!! w lri ! A •iffilliffma WON ! iMEMMIN w l / # # !# � � arr / � #� , � t ■sir # ! i l � - * � ■ A - l * 1 1/'1 1'd • A i A l ! !! A i !! i 1 ! ! 1 ! ! ! A i - 1 - � i • i 1 i • A !� - 1 i !! A 1 A �►1 i 1'! A ! i • ! i 1 i '' '` ! ! rr ! ■ r � rr# � � d NMI i kvi I zi I A w, I RUN I i ! x11 i A i! i ! ; l i 1 i• ! 1 - l 1- 11 1 1 !' HWI&91004OIL ' i ! �, !' is ! l i � l i ! • ! i - A !• � �i 1, i Ll E1lyrak, Let]'! i' 01' i d li�,rr w, ♦ � i' i # d =elk+• A i !0 1 ilk I W I to]Z sloi 41.3 1010 MIA 1 i ! ! • 1 i i ■Al 1I 11101 ! i x . # # CONC. •:_ 30/27 PER K.C.S. FILED MAP wl Q Lu Q ui zl Cal FD. CONC. MON. IN L.H. W/B. C. STAMPED L.S. 5332 PER TRACT N9r6. 6169 UNIT 71 M. BK. 52, PGS. 122-124 555.19' 22+00 FUTURE 23+00 RESIDENTIAL i DEVELOPMENT w(E)GRUB & GUTTER / P.M. 12251 BOUNDARY Q> l 1 Q SIDEWALK (E) R/W � / INTERSECTION STA. 17+94.94, C.L., OLD RIVER RD. = OLD RiV ER ROAD STA. 1+ 2 65.52, C.L., OLD RIVER RD. _= STA. 10+00.00, C.L., (F) STREET "C" (ARTERIAL) STA. 10+00.00, C.L., (F) STREET "Axx N00°21'19"E 764.94' N00*21'19"E (BASIS OF BEARINGS) 17 00 � � 1 B+00 19+00 20+00 21 +00 # OFFSITE STREET IMPROVEMENTS PER VESTING TENTATIVE --I cr- 1 SEWER LINE TABLE f N • • Is NI of __ � �uj ui � LJ ILU ui F cn V) V) V) I FOTURE I I CD 2 20 CD o E 3.� --C6 30 T R) A ,�. C1 ». N a Q RESIDENTIAL/COMMERCIAL 00 C*� ° -' o ' aw-', , Z N � 30 30 DEVELOPMENT BOUNDARY/. ' UJ + W 04 �+ w < r. FUTURE STREET R W ui �- } ' �-- �-- �c � z u� m - cn , TYP. I--- � u, 1 cn tL.� ® t < < '� 2 w �- (F R W �-- , I I cn cn I TERSECTION � `. a �- Uo 2 cn ) / 0 N. 2296727.5080 FUTURE SEVER E. 6230702.9503 EASEMENT . � _ _ __ _ io:_cc� A F LxS -SWR 2 s - - - - cv sFl+ Cvs+---.) Ls`� xx WR 1 -- -- -- -- - — _ _ I -, �Q FUTURE 8 SEWER _ ----�- C) 20 20 cr_ul I (} / I I ui {� I ,� E °Q �? w TYP. 4 xui IW' R �Ii�30 30' 304 .a . ro C5 F--: _T IM IM - V. R C I,/\ L ry ©� .mow I c� 12 I ui CD CD CD CD DEVEILO-P]MO ]T--n- 4.- > o �w .. © , c o' I C3 �c wrl l I A �tC < < z ci x s c� zl .. o I` o6 � <n cy c� I .. � c� �C 6 I - -- -- — O c 7 C) 07 C) i Q w W ram- 1 f`� I IW— C) I uJ C) W ," :�------ Q w r" ® O (o 0 FU TU t � E °� 0 < 00 flo t- - < C�i I-- t-- r-- < �- �- Mtn o 4 � ; � co i �: Iy c6 FUTURE m � . N C STREET xx xx W N � + of + � + � + If + 3 � STREET "A" � I-- ¢ Q ? + w O .— uj Cat w Cv w po w q- I- � I-- w-- . w C) ? .�-- -? ? 1-- �-- ? r--. cn � . SEE SHEET 4 cn I. U) crt Z u.� V) .r. ui ui ui ui � - < � r w ISL co 00 I— �- to - cn � cn Id -I cn 4 cn �- cn FUTURE Rr31D F NT ]A I ' R.16\ C";T DE V E L 0 P M ENT NOTE: PROFILES ARE BASED ON SEWER AND STORM DRAIN PIPES' CENTERLINE. 354 352 350 348 34 34- 342 340 338 cy 0 33 ca 334 �. z 332 330 328 32 +50 FUTURE STREET l i! # r SCALE:t HORIZONTAL VERTICAL 354 352 50 346 46 F 344 342 340 336 3 334 332 330 326 _ 326 1 5+00 FL FLOWLINE R/W RIGHT-OF-WAY CL CENTERLINE M.H. MANHOLE EL./ELEV. ELEVATION SMH SWR M.H. TOM TOP OF MANHOLE SDMH STORM DRAIN M.H. TOC TOP OF CLEANOUT CB CATCH BASIN INV. INVERT S/W SIDEWALK (E) EXISTING SWR SEWER (N) NEW DRN DRAIN (F) FUTURE WTR WATER EP EDGE OF PAVEMENT PUE PUBLIC UTILITY C/G CURB & GUTTER EASEMENT COB CITY OF BAKERSFIELD L/S LANDSCAPE FURNISH AND INSTALL STORM DRAIN MH PER COB STANDARD DETAILS W L S SW SW 2x S x &SW6. FURNISH AND INSTALL SEWER MH PER COB STANDARD DETAILS SW 2, SW 2A, SW 4 & SW 6. FURNISH AND INSTALL CATCH BASIN TYPE "A39 PER COB DETAIL D--14. (E) GATE VALVE (E) STORM DRAIN MANHOLE (E) SEWER MANHOLE (E) SEWER CLEANOUT (F) SURVEY MONUMENT TO BE SET UPON DEVELOPMENT (E) SURVEY MONUMENT AS DESCRIBED _-Z 51165(E) GRND TOP OF MANHOLE EXISTING SEWER LINE EXISTING WATER LINE EXISTING DRAIN LINE -- - - CENTERLINE CONSTRUCT STORM DRAIN PER COB STANDARD • s CONSTRUCT SEWER PER COB STANDARD ° --- - - -� - --� ®- --° - - - - PROJECT BOUNDARY CURVE NUMBER FOR CURVE DESCRIPTION EASEMENT LEGEND -- SEE SHEET 6 CONSTRUCTION NOTES PIPE SIZE x's 4 W UTILITY: W-DOM DATER SWR--SEWER FW--FIRE WATER DRN--DRAIN IRR--IRRIGATION G--GAS SECTION DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN NOTE: 1 } ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SEWER CONSTRUCTION SEWER(N) MANHOLEBE PER C.O.B. i i SW-1. IN THE ABSENCE OF CURB INSTALL SEWER LATERAL PER C.O.B. STANDARD GUTTER, A WOODENA r IN LIEU OF THE CUSTOMARY STAMPED CONTRACTOR PROVIDE AS —BUILT ELEVATIONS FOR • r LATERALS)AT r FLOWLINE TO VERIFY COVER O DESIGN OF rDEVELOPMENT. MANHOLE(N) STORM DRAIN INSTALLED PER t A1 CONTRACTOR TO VERIFY LOCATION AND CONSTRUCTIONINVERT ELEV. OF EXIST. UTILITY LINES: SEWER, STORM DRAIN., WATER, OIL, GAS ETC. BEFORE AND NOTIFY ENGINEER OF ANY DISCREPANCIES. FRAME ♦ AND COVER r MANHOLES CONSTRUCTED OUTSIDE PAVED AREAS BE LEFT • HIGHERINCH / ADJACENT GRADE AND SHALL BE R . • INCH x 6.0 INCH CIRCULAR CONCRETE rr COLLAR. i/ FURNISHED AND INSTALLED (N) OUTLET STRUCTURE PER C.O.B. STD. DTL. D-11. ��IIIIIIII cn *5;w 0 uj >� F- L wC �- ;z� C w w r) > - - � F— ry ow-- ry -- < {�} 0 FUTURE RFS]DENTIAL TRACT DEVELOPMENT l 5 CC ry�' c� c� GUILIANI WAY 5 w w w w ``' = 3:? w � � SEE SHEET 5 w � lui i cn co w I7 �T w , i cry ._, -�-I - _.., o ° X Ww 0� Q C E C o } � I I t 00 _j w 3: co z w ! p p CD u ! ! Cz v ~+�.3 c� °° 20[ 20 � ++ + w cy + X + cy pf + � 0-0 ' N . ' cn �35 `�0C -- (F)R/W rI -.4- n n =d- rn _ _� __ _ __ _ A __ SWR 1 t(F) FL S89038'41 "E 216.8 ' s . ____.�._.s 15+00 1 �00 SWR 3 SWR 5 1 BAD _0 cv _ _ _ �_ _ _ s r � «...� ,....,- �.,.. ..�.. «...�.. ...�.» �o —� ..� .....�. ...sue � � .�.... ....... .��..� —..� �.� .o,_ .�.. ...,.� ....._� ....... .�..,,e ..�. �� ..�. �.... _...... ...,.... _� ....� -..— ..,.o. o„� � ...e �... �..,� ..._ _._. .— I0 _._ ..._ .,... 6 o (F) FL ' WR 4 ® �r 120' { ,,� S IR 2 Ofw bw w II w rwy > � (F) R/W cyz 0�8� t wLij � «a n c1 CO ®�--. 0) CD 18 18' r~ cU F 18' 18' t z �- 0x cv c u -iry 1" a ' r U1 URr Rr31!.�r1\1T1j4� uj m0)tom' C I `_ UJ � ° 0 cs' c c w ° �w-- N 26 2 fi - r ° r-� -ui m to �_ C'• 2' 2fi' rV'� +�' a c. + ,j ` < LLj CO O ww "CN ui Ir— o r I t y I c� �.'s °- z C} Cy c- w00 co + + i # I I c� Q + uj c' �-- 0 z I i + `�' `�` FUTURE ` W � V ' m � FUTURE r3 STREET B" " �-- �c » „ cn SEE SHEET 3 V) U-� STREET D co i co 1 5 LINE TABLE BEARINGSEWER r9. r r r 8* i 4 354 _. _. ____ .. _ __ _ __ _ _ _ _ __. a_ m_ �a 354 '� 5 1 352 352 350 APPROXIMATE E.G. t 350 @ CENTER OF SEWER 348 _. _1~'IPE ___ . _.._. _ _.. { ; ._.. _ ___ _ .._.r®... __r _ _ _ 348 346 _ i _ _.__. � ..__ __ - - __ Y � _ w ._.. _ _ __ _ __ _ __ _ 346 344 z-...__a. # _ � _ �. _ . _ _ __ f ._ _, .... _ .... ___.. _._r. _ . �_. _ . _ ._ _ .. 344 t 342 342 f 340 r t " INV O8 SWR F 30 W 338 1 338 s cn 0 336 t Z w p 336 00 rw 0 0 w— 0w c) CO 334 _ _ --- _ .Y �. _ .� _u. _ _.. _ u�____.. z w --_ � 0 .�___. _ �.. 33 4 .r- 332 t _ _.__m ._ _. __., __ <— _,_ w r..._..... _..p_ .... z.,-Lam_.. _ _......_.. Ca : � CL _ � __.. c-" ._ _. � �- 332 __j 330 t Gil Gi m 330 C/) m wcn ac 328 .__._. i s _____.. �_ _ . _�. ,. ___....,_____. INSTALL 10.00 ,.__ ,_ _ �__ _ _..._ _ w_._._ LF OF 8" ._.. _ _.___ _ _ ____ _ _ ___ ,r 328 PVC SEWER @ 0.25% 326 326 SCALPHORIZONTAL 1 4' VERTICAL +* FUTURE STREET SCALE: t, HORIZONTAL 1 = 4' VERTICAL 1. * A m 0 mmi PROFILES ARE DRAIN PIPES CENTERLINE. 350 __ _ _f (I _ _ ...III ..... _ (�� I 350 348 346 {F} 8 SWR 344 @ 0.25% 342 • ....._....,..ta--- ____ --- INV, OF 8"SWR �� _ INV. OF 8 SWR 340 338 0 0 _ ram:. 338 [ -- __.... ,w -- • • � 00 CO wia ui w Gy w Li*J wO ky_dw\L0033fi o � 336 wwow ; n0v uj � � w ¢ Z � ) c�0 o ,� 334334 04 0,4 0 cs, x o6 -4- �- c� C> �- - cy L.LJ�; z w + 332cr . ___ w 00 .. � . 332 m w v) <-- w Ld c i w �� > < �, �j c0wto- A A 330 -- �. U, 330 INSTALL .292.00, LF OF 8" PVC SEWER @ —.25% INSTALL 149.04 LF OF 8" PVC 328 _ _ _ _ .. _ 328 SEWER -- 0.25% " INSTALL 10.00 LF OF 6" INSTALL 10.00 LF OF 8 PVC SEWER--1.00% PVC SEWER 0.25% 326 _ _ _ fi 13+50 14+00 15+00 18+00 17+00 18+00 19+00 19+50 LEGEND,. FL FLOWLINE R/W RIGHT--OF—WAY CL CENTERLINE M.H. MANHOLE EL./ELEV. ELEVATION SMH SWR M.H. TOM TOP OF MANHOLE SDMH STORM DRAIN M.H. TOC TOP OF CLEANOUT CB CATCH BASIN INV. INVERT S/W SIDEWALK (E) EXISTING SWR SEWER (N) NEW DRN DRAIN (F) FUTURE WTR WATER EP EDGE OF PAVEMENT PUE PUBLIC UTILITY C/G CURB & GUTTER EASEMENT COB CITY OF BAKERSFIELD L/S LANDSCAPE FURNISH AND INSTALL STORM DRAIN MH PER COB STANDARD DETAILS SW 2, SW 2A, SW 4 & SW 6. FURNISH AND INSTALL SEWER MH PER COB STANDARD DETAILS SW 2, SW 2A, SW 4 & SW 6. FURNISH AND INSTALL CATCH BASIN TYPE "A" PER COB DETAIL D-14. p N 11 (E) GATE VALVE �r D`�� o ir co(E)STORM DRAIN MANHOLE Z ©t E w SEVER MANHOLE pi < -4 00 (E) SEWER CLEANOU T c w Co cn C (F) SURVEY MONUMENT TO BE SET UPON DEVELOPMENT Q w f, (E) SURVEY MONUMENT AS DESCRIBED m --.51J. 6 (E) GRND TOP OF MANHOLE EXISTING SEWER LINE ' EXISTING WATER LINE EXISTING DRAIN LINE W >v v CENTERLINE Z CONSTRUCT STORM DRAIN PER COB STANDARD • s CONSTRUCT SEWER PER COB STANDARD - -°-- °- -° - ---- - - -°-° - --�- PROJECT BOUNDARY RIGHT —OF --WAY CURVE NUMBER FOR CURVE DESCRIPTION EASEMENT LEGEND -- SEE SHEET 6 CONSTRUCTION NOTES 0 cn PIP W E SIZE w -� 4 W UTILITY: W—DOM WATER SWR--SEWER FW--FIRE WATER DRN--DRAIN IRR—IRRIGATION G--GAS SECTION DESIGNATION: p SECTION LETTER A � 2) SHEET WHERE SECTION IS SHOWN NOTE: ,— 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT N cm ELEVATIONS UNLESS OTHERWISE NOTED. ,r- co SEWER CONSTRUCTION (N) SEWER MANHOLE TO BE INSTALLED S ALLED PER 1 C.O.B. STD. DTLS. SW-2, SW-2A, AND SW-4. 0 LU J 2INSTALL SEWER LA TERAL PER C.O.B. STANDARD . SW-1. IN THE ABSENCE OF CURB & GUTTER, A 0 2 x4 WOODEN STAKE SHALL BE IN STALLED IN t1 LIEU OF THE CUSTOMARY STAMPED "S" 0 > CONTRACTOR SHALL PROVIDE AS —BUILT 0 .�.. CC YYills ELEVATIONS FOR TOP OF PIPE (SEWER z LATERALS) AT FUTURE FLOWLINE TO VERIFY 2.5' MIN. COVER FOR DESIGN OF R-2 DEVELOPMENT.""ui I-- (N) (N) STORM DRAIN MANHOLE TO BE INSTALLED PER CD W C.O.B. STD. DTLS. SW-2, SW-2A, AND SW-4. z COI* q. CONTRACTOR TO VERIFY LOCATION AND Fco — INVERT ELEV. OF EXIST. UTILITY LINES: SEWER, ujw STORM DRAIN, WATER, OIL, GAS ETC. BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY Q v DISCREPANCIES. 5 FRAME AND COVER FOR MANHOLES CONSTRUCTED IPA OUTSIDE OF PAVED AREAS SHALL BE LEFT 6.0 y INCH HIGHER THAN ADJACENT GRADE AND SHALL W BE SURROUNDED BY A 6.0 INCH x 6.0 INCH Know whafs wow. CIRCULAR CONCRETE COLLAR.Call beforedig. W FURNISHED AND INSTALLED (N) OUTLET I CD STRUCTURE PER C.O.B. STD. DTL. D-11. es %_ 4 co LINE TABLE LINE BEARING LENGTH Ll SOO*4542"W 150.00 L2 SOO"45'42"W 158.91' SEWER LINE TABLE LINE BEARING LENGTH DESC. SWR 1 N00*45'42"E 143.97' 8"SWR SWR 2 ±NOO*53'31 "E ±164.22' (E) 8"SWR (N) SEWER MANHOLE TO BE INSTALLED PER C.O.B. STD. DTLS. SW-2, S`W-2A, AND S`W-4. INSTALL SEWER LATERAL PER C.O.B. STANDARD SW-1. IN THE ABSENCE OF CURB & GUTTER, A 2 11 x4" WOODEN STAKE SHALL BE INSTALLED IN LIEU OF THE CUSTOMARY STAMPED 1151. CONTRACTOR SHALL PROVIDE AS -BUILT ELEVATIONS FOR TOP OF PIPE (SEWER LATERALS) AT FUTURE FLOWLINE TO VERIFY 2.51 MIN. COVER FOR DESIGN OF R-2 DEVELOPMENT. (N) STORM DRAIN MANHOLE TO BE INSTALLED PER C.O.B. STD. DTLS. SW-2. SW-2A, AND SW-4. CONTRACTOR TO VERIFY LOCATION AND INVERT ELEV. OF EXIST. UTILITY LINES: SEWER, STORM DRAIN, WATER, OIL, GAS ETC. BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. FRAME AND COVER FOR MANHOLES CONSTRUCTED OUTSIDE OF PAVED AREAS SHALL BE LEFT 6.0 INCH HIGHER THAN ADJACENT GRADE AND SHALL, BE SURROUNDED BY A 6.0 INCH x 6.0 INCH CIRCULAR CONCRETE COLLAR. FURNISHED AND INSTALLED (N) OUTLET STRUCTURE PER C.O.B. STD. DTL. D-11. C5 :Z CD Lj c� pr� _j LO Ld 06 LO 0017 LLJ CD -14- + + 00 (F) FC I LWQ I Fj CD CD c, E) FL ----19+00—� -4- LZ S SWR 1 5J 0+00 C:) CINI SWR 2 < ------------- (F) A 00 (E) R/W Li 0 Gj W Z cr- D CC 0= 0 00 Uj 3: Uj UJ < Uj z Uj U_ < U) (E) TRACT Z:5 ---------------- CE co 00 z _j *1 BOUNDARY < 00 Uj a ck: m "T C,4 0 2co < U_j Of 4 of 00 UT R Ir_, T RP� \C/T Uj Uj D L V E L 0 P 1v11 INIT _-_--,j 356 356 354 � YC4� APPROXIMATE E.G. @ PIPE' CENTER OFSEWER 354 5 1 352 352 350 350 348 cr_ 348 < 346 0 Q- 346 344 < UJ 344 Of 34u i 338 336 334 332 330 328 LAJ tit 642 1 777 LINV. - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - fill, - - - - - - - - - - --- - - - - - - - -- -A 340 OF 8"SWR z: INV. OF (E) 8#3SWR 00 P Uj 338 00 LLJ �Z: 3:: 00 LJJ':LLj 3: _00- C) 00 336 0 fi Ld Z 0 LLJ 2-7 0 V) 2! 04 04 LCO LL_ Ln Ln 334 C6 cs C5 0i LO 332 WUj CO W CN co m < Uj Lli 2: 3 30 INSTALL 143.97 LF OF ±164.22 LF OF 328 -0.25% 326 326 18+00 19+00 20+00 21+00 22+00 "'EX41" FL FLOWLINE R/W RIGHT-OF-WAY CL CENTERLINE M.H. MANHOLE EL/ELEV. ELEVATION SMH SWR M.H. TOM TOP OF MANHOLE SDMH STORM DRAIN M.H. TOC TOP OF CLEANOUT CB CATCH BASIN INV. INVERT S/W SIDEWALK (E) EXISTING SWR SEWER (N) NEW DRN DRAIN (F) FUTURE WTR WATER EP EDGE OF PAVEMENT PLIE PUBLIC UTILITY C/G CURB & GUTTER EASEMENT COB CITY OF BAKERSFIELD L/S LANDSCAPE 0 FURNISH AND INSTALL STORM DRAIN MH PER COB STANDARD DETAILS SW 2, SW 2A, SW 4 & SW 6. G FURNISH AND INSTALL SEWER MH PER COB STANDARD DETAILS SW 23 SW 2A, SW 4 & SW 6. FURNISH AND INSTALL CATCH BASIN TYPE "A" PER COB DETAIL D-14. (E) GATE VALVE (E) STORM DRAIN MANHOLE (E) SEWER MANHOLE (E) SEWER CLEANOUT QQ (F) SURVEY MONUMENT TO BE SET UPON DEVELOPMENT (E) SURVEY MONUMENT AS DESCRIBED 51J65 (E) GRND jTOP OF MANHOLE EXISTING SEWER LINE S EXISTING WATER LINE CENTERLINE CONSTRUCT STORM DRAIN PER COB STANDARD CONSTRUCT SEWER PER COB STANDARD 2=260141WEE1119 RIGHT—OF—WAY OCURVE NUMBER FOR CURVE DESCRIPTION O EASEMENT LEGEND —SEE SHEET 6 O CONSTRUCTION NOTES /—PIPE SIZE 4"W—UTILITY: W—DOM WATER SWR—SEWER FW—FIRE WATER DRN—DRAIN IRR—IRRIGATION G—GAS SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN NOTE: 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. Know what's below. Call before you dig. - . - ') FUTURE FUTURE SUMP DATA STREET "E" STREET ))F)) VOLUME if } .81 . . VOLUME ) 12.81 AC. FT. FUTURE ck� Z :;;z 18 18;_ i DEVELOPMEN BTM ELEV. = 340.3 (SO. SIDE) 00 U_ 3 5 F BOUNDARY DWS DEPTH = 8. 0 FT. DWS w e . ELEV. Gi 0 C10,4 FUTURE, 1 TRACT ✓ cr- cn C) Uj CD DEVELOPMENT f �� t✓t/ ., c1q ✓ - -- - -- - - _.- - ✓t Uj 1 N. —A (F) FL N'\ (F) R/W RN 3 (F) FL 00 C-0 L2 10 ;---- �. ,5. ) ' L ,� r Y (� �� t 1 RESIDENTIAL (F) R/W � STUB OUT ____�_ _ ! _ -______________ C F BOUNDARY00 Lti 0i PU or, Ll c [ 4 LL.®cr_ 3 0 R J/_ G-j ui .. tt t LLJ t✓✓ ..-.. r �- <- m UlLLJ t✓✓ cn -- 00 <✓ . n LLI �✓ ✓✓ A t t✓t i�% ✓ t 1 ✓ t w°P 356 t ) _ (F) .. ..346 fDRN 4 344 342 340 i INV. 24 338 336 334 2w;_11 -Ted--: w CD 1�0 330 �y p 6J ,7_ ...._.�,. .e ..k,,..._..._. .�V co d' ...... �...�� ...� 326 INSTALL 10.00 LF OF ff LINE TABLE LINE BEARING LENGTH * f ff f .01 DRAIN LINE TABLE LINE BEARING LENGTH DESC. * f f) ) ff DRN A ) ff ) ff DRN CURVE TABLE NO. LENGTH RADIUS TANGENT DELTA ) ) . ) f f) EASEMENT LEGENDS2— : O AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR FLOWAGE AND DRAINAGE PURPOSES RECORDED DUNE 10, 2015 AS DOC. No. 0215074113 OF OFFICIAL RECORDS. OAN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR FLOWAGE AND DRAINAGE PURPOSES RECORDED SEPTEMBER 16, 2015 AS DOC. No. 0215129232 OF OFFICIAL RECORDS. OAN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR FLOWAGE AND DRAINAGE PURPOSES RECORDED DUNE 212 2019 AS DOC. No. 219073022 OF OFFICIAL RECORDS. OA 20' WIDE EASEMENT IN FAVOR OF THE CITY OF BAKERFIELD FOR SEWER PURPOSES RECORDED DECEMBER 8, 2020 AS DOC. No. 220190430 OF OFFICIAL RECORDS. A 20' WIDE EASEMENT IN FAVOR OF THE CITY OF \/ DAIlCDCCICI fl C/1D CI /11A/A PC AAih hD AIAIA(`C DIIDDl1CCC FLOWLINE R/W RIGHT-OF-WAY CL CENTERLINEFL . . MANHOLE EL./ELEV. ELEVATION SMH . . S WR MTOM TOP OF MANHOLE SDMH STORM DRAIN M.H. TOC TOP OF CLEANOUT CB CATCH BASIN INV. INVERT S/W SIDEWALK C EXISTING(E) l (N) NEW DRN DRAIN L (F) FUTURE WTR WATER EP EDGE OF PAVEMENT PUE PUBLIC UTILITY c C/G CURB & GUTTER EASEMENT COB CITY OF BAKERSFIELD L/S LANDSCAPE C L t FURNISH AND INSTALL STORM AI STANDARD IL ) SW 4 & SW 6. FURNISH INSTALL T DETAILS SW 2, . FURNff I I I f) PER COB DETAIL D-14. 0 (E) GATE VALVE CD N ca DRAIN(E) STORM (E) SEWER MANHOLE (E) SEWER CLEANOUT (F) SURVEY MONUMENT TO BE SET UPON DEVELOPMENT 0 U) (E) SURVEY MONUMENT AS DESCRIBED 51J. 65 m �. (E) GRND /TOP OF MANHOLE EXISTING SEWER LINE EXISTING WATER LINE CENTERLINE CONSTRUCT STORM DRAIN PER COB STANDARD CONSTRUCT SEWER PER COB STANDARD 90019611m, AM L RECORDED DECEMBER 8,2020V AS DOC. No, r v"r vJLJ O CURVE NUMBER FOR CURVE DESCRIPTION 220190429 OF OFFICIAL RECORDS. #O EASEMENT LEGEND —SEE SHEET 6 O �oTE : PR1oR To A/orlc� aF CONSTRUCTION NOTES 356 356 APPROXIMATE E.G. @ CENTER OF SEWER PIPE 354 352 f 0 f g f f } DRAIN In PO PO W :100 ui W US 330 #� co _ . , .... INSTALL DRAIN326 . 3 SCALE.- ff ' HORIZONTAL ff f VERTICAL PIPE SIZE Ji }f I I . } W-DOM WATER F WER . I . SECTION (N) SEWER MANHOLE TO BE INSTALLED PER C.O.B. . } ) AND . INSTALL SEWER LATERAL PER C.O.B. STANDARD . IN THE ABSENCE OF CURB & GUTTER, ff ff WOODEN STAKE SHALL BE INSTALLED IN LIEU OF THE CUSTOMARY STAMPED $f $f PROVIDECONTRACTOR SHALL AS —BUILT ELEVATIONSTOP OF PIPE (SEWER LATERALS) AT FUTURE FLOWLINE TO IF f MIN. COVER FOR DESIGN OF R-2 DEVELOPMENT. (N) STORM DRAIN MANHOLE TO BE INSTALLED PER __ } f AND . A CONTRACTOR TO VERIFY LOCATION AND INVERT ELEV. OF EXIST. UTILITY SEWER, DRAIN,STORM WATER, OIL, GAS ETC. BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. FRAME AND COVER FOR MANHOLES CONSTRUCTED OUTSIDEF PAVED AREAS SHALL BE LEFT 6.0 HIGHERINCH FURNISHEDCIRCULAR CONCRETE COLLAR. STRUCTURE PER C.O.B. STD. DTL. . Know what's below,. beforeCal I you dig.