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HomeMy WebLinkAbout1.6-7317 Ph 3w WATER RESOURCES " DATE CITY OF BAKERSFIELD, DOMESTIC WATER DIVISION CALIFORNIA WATER SERVICE COMPANY, AS AGENT FOR INSPECTION TO THE CITY, SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE START OF CONSTRUCTION. CITY ACKNOWLEDGEMENT OF WATER PLANS FOR CONSTRUCTION AND APPROVAL OF PIANS BY SIGNATURE DOES NOT ABROGATE CITY WRITTEN SPECIFICATIONS BY OMISSION OR MISINTERPRETATION. AUTHORIZED CITY INSPECTORS OR AGENTS MAY REQUIRE CHANGES IN PLANS BEFORE CERTIFICATION AND ACCEPTANCE IN ORDER TO COMPLY WITH STANDARD SPECIFICATIONS, NOTE: CONTRACTOR SHALL OBTAIN LATEST COPY OF STANDARD DRAWINGS AND SPECIFICATIONS FROM CITY OF BAKERSFIELD WATER RESOURCES DEPARTMENT NOTE: CONTRACTOR SHALL OBTAIN LATEST COPY OF CITY OF BAKERSFIELD WATER RESOURCES DEPARTMENT SPECIFICATIONS PRIOR TO BIDDING AND SHALL BE ON DEPARTMENT'S APPROVED CONTRACTOR LIST FOR TIE—IN TO EXISTING MAIN. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET AND STOCKDALE RANCH DRIVE. ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240--2 BENCHMARK SET: SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 (CITY DATUM) BASIS OF BEARINGS: THE BEARING OF NORTH 89`27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 3, T, 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE: WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. ��[e1j11��11�'�il�ll1[�7►� PARCEL 4 OF PARCEL MAP 12232 AS PER MAP RECORDED OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A DIVISION OF A PORTION OF THE WEST HALF OF SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE C.O.B. WATER RESOURCES_ STANDARD_ GENERAL -NOTES 1, ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD, WATER RESOURCES DEPARTMENT, CURRENT STANDARDS AND SPECIFICATIONS FOR DOMESTIC WATER SYSTEMS. 2. CONNECTION TO THE CITY OF BAKERSFIELD WATER SYSTEM AND INSPECTION OF NEW INSTALLATIONS SHALL NOT BE ALLOWED, WITHOUT VERIFlCATION OF PAYMENT OF ALL ASSOCIATED WATER AVAILABILITY FEES AND INSPECTION/ METER SET FEES AND CIVIL ENGINEERED WATER PLANS APPROVED BY CITY WATER. 3. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STD, DWG W-1 AND PROPOSED C.O.B. STD. DWG. ST -12, EXCEPT AS NOTED ON THE PLANS, 4. WATER LINE TRENCHES SHALL NOT BE SHARED WITH ANY OTHER UDLITY. THIS REQUIREMENT SHALL BE CLEARLY INDICATED ON THE WATER AND UTILITY PLANS FOR THE DEVELOPMENT. 5. THE CONTRACTOR SHALL VERIFY BY POTHOLING, THE EXACT LOCATION OF ALL CONNECTION POINTS AND ALL OTHER UTILITIES OR APPURTENANCES THAT MAY POTENTIALLY INTERFERE WITH INSTALLATION OF WATER IMPROVEMENTS PRIOR TO PERFORMING ANY WORK, 5. UNDERGROUND SERVICE ALERT (811) SHALL BE CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION, 1-800-227-2500. 7. CALIFORNIA WATER SERVICE COMPANY, AS AGENT OF INSPECTION FOR THE CITY OF BAKERSFIELD SHALL BE NOTIFIED AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION, 661-837-7200. B. CONTRACTOR TO ENSURE THAT ALL FIRE HYDRANTS SHALL NOT BE PLACED WITHIN FIVE FEET OF ANY EXISTING OR PROPOSED WALLS, FENCES, STREET LIGHTS, AND LANDSCAPING OR ANY OTHER OBSTRUCTIONS. 9. ANY EXISTING OR PROPOSED TREE SHALL BE REQUIRED A MINIMUM FIVE FOOT (5') HORIZONTAL CLEARANCE FROM ANY WATER MAIN LIME. 10. INSTALL WHARF HYDRANTS AT PHASE BOUNDARIES IF ADJOINING PHASES ARE NOT YET CONSTRUCTED. UPON EXTENSION OF WATER LINE WHARF HYDRANTS SHALL BE REMOVED & RELOCATED TO THE NEXT PHASE BOUNDARY. 11. CONTRACTOR IS RESPONSIBLE TO INSTALL METER BOXES. CITY YALE INSTALL METERS THROUGH REQUEST OF OWNER/CONTRACTOR. 12. ALL EXISTING WATER VALVES SHALL BE OPERATED SOLELY BY AUTHORIZED CITY WATER DEPARTMENT PERSONNEL OR ITS REPRESENTATIVE AGENTS, CITY S [ANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD DOMESTIC WATER STANDARD DRAWINGS SHALL BE CONSIDERED w 0 0 A PART OF THESE PLANS. CONTRACTOR TO OBTAIN LATEST EDITION. CITY STD. NO. DESCRIPTION SOUTH HALF o s o� �I= o wD PROPOSED WATER LINE W-2 az p �u ❑ W-3 x ❑ W-4 BLOWOFF ASSEMBLY - PAVED AREA EXISTING FIRE -HYDRANT '^.. STOCKDALE HIGHWAY__._ 2 W-6 STANDARD - BLOWOFF ASSEMBLY ❑ I PIPE BORE AND CASING DETAIL 3 W-8 � ❑ W-9 3", 4", & 6" WATER SERVICE DETAIL ❑ W-10 TRAY ❑ W-11 TYPICAL METER BOX LOCATION W-12 721-0 ❑ W -1B TYPICAL FIRE SERVICE DETAIL II I e� DATE PA JOB 6/20/2019 No. 3104 SHEET OF 3 SHEETS PROJECT SITE NORTH HALF SECTION OF 3 T.305., R.26E. -N- KERN COUN fY WATER AGENCY VICINITY MAP NO SCALE C.O.B. WATER RESOURCES_ STANDARD_ GENERAL -NOTES 1, ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD, WATER RESOURCES DEPARTMENT, CURRENT STANDARDS AND SPECIFICATIONS FOR DOMESTIC WATER SYSTEMS. 2. CONNECTION TO THE CITY OF BAKERSFIELD WATER SYSTEM AND INSPECTION OF NEW INSTALLATIONS SHALL NOT BE ALLOWED, WITHOUT VERIFlCATION OF PAYMENT OF ALL ASSOCIATED WATER AVAILABILITY FEES AND INSPECTION/ METER SET FEES AND CIVIL ENGINEERED WATER PLANS APPROVED BY CITY WATER. 3. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STD, DWG W-1 AND PROPOSED C.O.B. STD. DWG. ST -12, EXCEPT AS NOTED ON THE PLANS, 4. WATER LINE TRENCHES SHALL NOT BE SHARED WITH ANY OTHER UDLITY. THIS REQUIREMENT SHALL BE CLEARLY INDICATED ON THE WATER AND UTILITY PLANS FOR THE DEVELOPMENT. 5. THE CONTRACTOR SHALL VERIFY BY POTHOLING, THE EXACT LOCATION OF ALL CONNECTION POINTS AND ALL OTHER UTILITIES OR APPURTENANCES THAT MAY POTENTIALLY INTERFERE WITH INSTALLATION OF WATER IMPROVEMENTS PRIOR TO PERFORMING ANY WORK, 5. UNDERGROUND SERVICE ALERT (811) SHALL BE CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION, 1-800-227-2500. 7. CALIFORNIA WATER SERVICE COMPANY, AS AGENT OF INSPECTION FOR THE CITY OF BAKERSFIELD SHALL BE NOTIFIED AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION, 661-837-7200. B. CONTRACTOR TO ENSURE THAT ALL FIRE HYDRANTS SHALL NOT BE PLACED WITHIN FIVE FEET OF ANY EXISTING OR PROPOSED WALLS, FENCES, STREET LIGHTS, AND LANDSCAPING OR ANY OTHER OBSTRUCTIONS. 9. ANY EXISTING OR PROPOSED TREE SHALL BE REQUIRED A MINIMUM FIVE FOOT (5') HORIZONTAL CLEARANCE FROM ANY WATER MAIN LIME. 10. INSTALL WHARF HYDRANTS AT PHASE BOUNDARIES IF ADJOINING PHASES ARE NOT YET CONSTRUCTED. UPON EXTENSION OF WATER LINE WHARF HYDRANTS SHALL BE REMOVED & RELOCATED TO THE NEXT PHASE BOUNDARY. 11. CONTRACTOR IS RESPONSIBLE TO INSTALL METER BOXES. CITY YALE INSTALL METERS THROUGH REQUEST OF OWNER/CONTRACTOR. 12. ALL EXISTING WATER VALVES SHALL BE OPERATED SOLELY BY AUTHORIZED CITY WATER DEPARTMENT PERSONNEL OR ITS REPRESENTATIVE AGENTS, CITY S [ANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD DOMESTIC WATER STANDARD DRAWINGS SHALL BE CONSIDERED LF A PART OF THESE PLANS. CONTRACTOR TO OBTAIN LATEST EDITION. CITY STD. NO. DESCRIPTION SOUTH HALF W-1 STANDARD PIPE TRENCH PROPOSED WATER LINE W-2 THRUST BLOCK DETAIL ❑ W-3 FIRE HYDRANT ASSEMBLY ❑ W-4 BLOWOFF ASSEMBLY - PAVED AREA EXISTING FIRE -HYDRANT W-5 END OF LINE BLOW -OFF - UNPAVED AREA 2 W-6 STANDARD - BLOWOFF ASSEMBLY ❑ W-7 PIPE BORE AND CASING DETAIL 3 W-8 STANDARD SERVICE CONNECTION - 3/4" TO 2" ❑ W-9 3", 4", & 6" WATER SERVICE DETAIL ❑ W-10 3" AND LARGER TURNOUT ❑ W-11 TYPICAL METER BOX LOCATION W-12 VALVE BOX DETAIL ❑ W -1B TYPICAL FIRE SERVICE DETAIL SHEET No. INDEX O TITLE SHEET 02 WATER SYSTEM PLAN LF NORTH HALF 03 WATER SYSTEM PLAN 8" TEE SOUTH HALF LEED BLOW OFF ASSEMBLY (PERMANENT) PROPOSED WATER LINE EA !o PROPOSED FIRE -HYDRANT ---- EXISTING WATER LINE 48 (PER TRACT 7317-1 PLANS) 1 1/2" WATER SERVICE EXISTING FIRE -HYDRANT EA (PER TRACT 7317-1 PLANS) MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS NOT TO BE USED FOR BIDDING PURPOSES. WATER PHASE 3 8" P.V.C. WATER MAIN - 2,327 LF 8" GATE VALVES 7 EA 8" TEE 2 EA BLOW OFF ASSEMBLY (PERMANENT) 2 EA BLOW OFF ASSEMBLY (TEMPORARY) 3 EA 1" 'NATER SERVICE 48 EA 1 1/2" WATER SERVICE 4 EA 2" WATER SERVICE 2 EA FIRE -HYDRANT ASSEMBLY 4 EA TIE-IN(S) 3 EA GROSS AREA 20.01ACRES FUTURE_L LJ PHASE 5/ / --= J li I Ir 1 I T = I (� FUTURE �\ II IPH?SE 21 // FUTURE /� �� 6� 5 4 3 2 ---��' r�' (---i a r_ PHASE 6/ �� 6 .afros 1 f �; iEXISTING 4,�'� y A` 2 --_. I Vii/ (PHASE 1 I` 1 t 27 0 p — —w_ — -- 26 12 25 13 14 EX r ➢ I I -IY- Y EX--�-^ I�.>-EX �I 15 ! I 1 i I 1 24 23 -moi j 16 \�ylv 111 1 I 1 ; 28 ,Wq„Tae?2 O� , `vRFpO 21/200 1 20 18 1732 i wll i i i i i I II r 30 cl) _ < 33 - e-� 47 Ill nEX EX -o I EX W , I ><. 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Qz<<Z- W a d W Q g 8www 6 0 w W qQ FrO i2z ZIn K O zor- W So�Q aw D<Zuw- W" z W (CJZ2,01- i/l Ll f1 V' F. N C9 IY � W>Ow W Mw0On W � m U wm O O O U N gEi VRE rV4 2' O� µ o p i 4' V � N A C a u o e P P ROOHn 9LkR`c N- N TDREE o-a2T-Y 600 AT L%STTW0DAYS BEFOREYOU DIG N 'a 1.6-7317 PH 3 COB RECORDS No. rn v 14 00 sCO O M p`® LLJ LL ui w U UJ w Z � W rn v 14 00 sCO LLJ LL ui w U UJ rc DATE PA JOB 6/20/2019 No. 3104 SHEET OF 3 SHEETS -- - -- — ILI aUo m0! V Qaz wo�a mmxw�-� Z O / � ~�zu Fnowm�� pry iT N ZWWK� 4�C'1 d' •L—• z Er awi- zu=iw u�, r• � N TRACT 7317-5 w�owz�yU3w �� tsr mFrc-gax W 44 S7 (FUTURE) 0 U) Illi c/) � l l / iii •7-_ g4y�0"oow QLu m i •� _r u7w ozw- _ Q�gu3E�E�� w Lu ®o / o ;/ ya �� �zoa W z n // m I „) p_, l / &fzu'w °wUaa Lu in wLLmUZ / w zz� zzLL N 2 � � I TRACT 7317-5I- - wi-aw S��zww� (FUTURE) w�w�u�oowE � r x o� TRACT 7317-0 ,,' �;, ._, �,;.'•;,;�, _ ®R�NC,t/ / \�` �\�� = �_-l= -_. _ o� ! i I � � � � � � Q J � o (FUTURE) t DRI to i i• W `'Y, \ ���_ _ (d>�Imvio Zu�zz �w I ww°o wqa •n>� N I— OW z Z SEF NOTE Q� 7 6 — — 5 LLI _ x Ob T \ \ CL III / / z z °i'�� Avg'"��_ A' I�fit V� �'' I I III m -> 3 I II w o LL �`` 1� II fill a n a TRACT 7317-6 � \ � ` u I I � a (FUTURE)�� `� �.' �� 2 Il IIII 11 lilt o -a �c �(%1 �I�II II Illi iiia TRACT 7317-18 ii 1� 1 II f -I II III! (EXISTING) o o w I it II'I q II lip INSPqQ RSEE NOTEUa.d F v 1`' ,_��-` ^ 5(� 1 11 I L71 III 31S/93N *1 5 _ �_R.T — __ rir -- II I TF HIN EX 10 FX Ii _ I EIXISTING 'NATER MAIN PER 12 `4� r - _ yT�IL�\\ I �qTT 7.317-1 PLANS 13 SEE NOTE 14 14% �l,ll I ' � II III 15 z11 1 zr( II III IWr, II III w XII I� a, II Ili 16 � wll I�I�Q II III CL � ll 1 LU,, � 11 1 11 t I Fa ll ell I I w 11 16 TRACT 7317-1 ' 9-11 �I IIS (EXISTING) /°— { N 11 1itrwoo it III 1 II Ii1 1 IL f III ------- ui y +III I ' II LL IIII I it III 6 I II i I It III LEGEND MATERIAL LEGEND w— STANDARD 1" SERVICE CONNECTION -UNLESS NOTED OTHERWISE ON PLAN U o" TEE o (PER C.O.B. STD. DWG. W-8) © 8" GATE VALVE c s FIRE -HYDRANT ASSEMBLY (PER C.O.B. STD. DWG. W-3) © INSTALL FIRE HYDRANT PER C.O.B. STD, DWG. W-3 & W -3A & W-38.END OF _ i•-•—• BLOWOFF ASSEMBLY (SEE MATERIAL LEGEND FOR PAVED OR UNPAVED) 0 DWG. W -4)E BLOWOFF ASSEMBLY -PAVED AREA (PER C.O.B. STD. END OF LINE BLOWOFF ASSEMBLY -UNPAVED AREA(PER C.O.B. STD, o PROPOSED WATERLINE 0 DWG. W-6) i --�-- PROPOSED WATER VALUE (PER CITY OF BAY.ERSRELD SPECIFICATIONS) O REMOVE EXISTING BLOWOFF ASSEMBLY (PER TRACT 7317-1 PLANS) AND � - ex w - EXISTING WATERLINE TIE INTO EXISTING WATER MAIN. _ 0 © 8" 45' ELL a �I --`�-- EXISTING WATER VALVE CONSTRUCTION NOTE5 -N- EXISIING STORM DRAIN MAIN �1 INSTALL CURB &GUTTER PRIOR TO WATER MAIN INSTALLATIONS. m z - - - - PROPOSED SEWER MAIN© NO OTHER UTILITIES IN CITY VlAIER MAIN TRENCH OTHER THAN .. � ° N PERPENDICULAR WITH V SEPARATION (MINIMUM) � - PROPOSED STORM DRAIN MAIN �}3 END OF PHASE CONSTRUCTION. 10 BE EXTENDED WITH FUTURE PHASE 0 R/W STREE-I RIGHT -OF -'NAY CONSTRUCTION.F2T4--0 DATE 5/20/2019 ® INSTALL LONG SERVICE TO "ANGLE METER STOP" ONLY (METER TO BE 3PA JOB N0. 3104 i APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL PIPE LENGTHS SET WITH FUTURE PHASE CONSTRUCTION. SCALE: 1 "=4K7' PRIOR TO BIDDING THIS PROJECT. Q INSTALL METER ON EXISTING LONG SERVICE STUB PER PHASE 1 v SHEET CONSTRUCTION. 0 20 40 90 >: m © INSTALL SLEEVE AROUND WATER SERVICE LATERAL IF CLOSER THAN 10' TO o SEWER MANHOLE OR CLEANOIIf OR 4' FROM STORM DRAIN. APPROVED 1.6-7317 PH 3 COB RECORDS No. % OF 3 SHEETS