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HomeMy WebLinkAbout1.6-7317APPROVED BY.- WATER Y:WATER DIRECTOR 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 PLANS 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 SPECIFlCAiIONS 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. LEGAL DESCRIPTION: PARCEL 3 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 T RACT 7317 (PHASE 1) BAKERSFIELD, CALIFORNIA 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 VERIFICATION OF PAYMENT OF ALL ASSOCIATED WATER AVAILABILITY FEES AND INSPECTION / METER SET FEES. 3. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE VATH THE CITY OF BAKERSFIELD STD. DWG. W-1 AND S-39, EXCEPT AS NOTED ON THE PLANS. 4. WATER LINE TRENCHES SHALL NOT BE SHARED WITH ANY OTHER UTILITY, WITH THIS REQUIREMENT 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. 6. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION, 1-800-227-2600. 7. CALIFORNIA WATER SERVICE COMPANY, AS AGENT FOR INSPECTION TO 11 -IE CITY OF BAKERSFIELD SHALL BE NOTIFIED AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION, 661-837-7200. 8. CONTRACTOR TO ENSURE THAT ALL FIRE HYDRANTS SHALL NOT BE PLACED WITHIN FIVE FEET OF ANY EXISTING OR PROPOSED WALLS, STREET LIGHTS, OR ANY OTHER OBSTRUCTIONS. 9. ANY EXISTING OR PROPOSED TREE SHALL BE REQUIRED A MINIMUM FIVE FOOT (5') HORIZONTAL CLEARANCE FROM ANY WATER MAIN LINE. 10. INSTALL WHARF HYDRANTS AT PHASE BOUNDARIES IF SUBSEQUENT PHASES ARE NOT CONSTRUCTED. UPON EXTENSION OF WATER LINE WHARF HYDRANTS SHALL BE REMOVED & RELOCATED TO THE NEXT BOUNDARY. 11. CONTRACTOR TO INSTALL METER BOXES. CITY INSTALLS METERS. 12. ALL EXISTING WATER VALVES SHALL BE OPERATED SOLELY BY AUTHORIZED CITY WATER DEPARTMENT PERSONNEL OR ITS REPRESENTATIVE AGENTS. 13. SEE STREET, SEWER AND STORM DRAIN PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. 14. CONTRACTOR TO INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. CITY STANDARD PLATES w 0 LF 1. THE: two CITY OF BAKERSFIELD DOMESTIC WATER STANDARD _¢ Q Q < g aJ =� <�o (q sTocrcoaLF HFCFtwaY U THRUST BLOCK DETAIL I W-3 FIRE HYDRANT ASSEMBLY ❑ TRACT o� BLOWOFF ASSEMBLY - PAVED AREA ❑ 7240 END OF LINE BLOW -OFF - UNPAVED AREA ! W-^6 STANDARD - BLOWOFF ASSEMBLY ❑ �4 PIPE BORE AND CASING DETAIL ® OP �' STANDARD SERVICE CONNECTION - 3/4" TO 2" ❑ W-9 3", 4", & 6" WATER SERVICE DETAIL a W-10 3" AND LARGER TURNOUT PROJECT SITE NORTH HALF OF TYPICAL METER BOX LOCATION ® SECTION 3 VALVE BOX DETAIL NORTH HALF OF T.30S., R.26E. TYPICAL FIRE SERVICE DETAIL SECTION 4 T.30S., R.26E. KERN COUNTY WATER AGENCY VICINITY MAP NO SCALE T RACT 7317 (PHASE 1) BAKERSFIELD, CALIFORNIA 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 VERIFICATION OF PAYMENT OF ALL ASSOCIATED WATER AVAILABILITY FEES AND INSPECTION / METER SET FEES. 3. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE VATH THE CITY OF BAKERSFIELD STD. DWG. W-1 AND S-39, EXCEPT AS NOTED ON THE PLANS. 4. WATER LINE TRENCHES SHALL NOT BE SHARED WITH ANY OTHER UTILITY, WITH THIS REQUIREMENT 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. 6. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION, 1-800-227-2600. 7. CALIFORNIA WATER SERVICE COMPANY, AS AGENT FOR INSPECTION TO 11 -IE CITY OF BAKERSFIELD SHALL BE NOTIFIED AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION, 661-837-7200. 8. CONTRACTOR TO ENSURE THAT ALL FIRE HYDRANTS SHALL NOT BE PLACED WITHIN FIVE FEET OF ANY EXISTING OR PROPOSED WALLS, STREET LIGHTS, OR ANY OTHER OBSTRUCTIONS. 9. ANY EXISTING OR PROPOSED TREE SHALL BE REQUIRED A MINIMUM FIVE FOOT (5') HORIZONTAL CLEARANCE FROM ANY WATER MAIN LINE. 10. INSTALL WHARF HYDRANTS AT PHASE BOUNDARIES IF SUBSEQUENT PHASES ARE NOT CONSTRUCTED. UPON EXTENSION OF WATER LINE WHARF HYDRANTS SHALL BE REMOVED & RELOCATED TO THE NEXT BOUNDARY. 11. CONTRACTOR TO INSTALL METER BOXES. CITY INSTALLS METERS. 12. ALL EXISTING WATER VALVES SHALL BE OPERATED SOLELY BY AUTHORIZED CITY WATER DEPARTMENT PERSONNEL OR ITS REPRESENTATIVE AGENTS. 13. SEE STREET, SEWER AND STORM DRAIN PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. 14. CONTRACTOR TO INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. CITY STANDARD PLATES 2,752 LF 1. THE: FOLLOWING CITY OF BAKERSFIELD DOMESTIC WATER STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. CONTRACTOR TO OBTAIN LATEST EDITION. CITY STD. NO. DESCRIPTION ® W-1 STANDARD PIPE TRENCH ® W-2 THRUST BLOCK DETAIL EA W-3 FIRE HYDRANT ASSEMBLY ❑ W-4 BLOWOFF ASSEMBLY - PAVED AREA ❑ W-5 END OF LINE BLOW -OFF - UNPAVED AREA ❑ W-^6 STANDARD - BLOWOFF ASSEMBLY ❑ W-7 PIPE BORE AND CASING DETAIL ® 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-18 TYPICAL FIRE SERVICE DETAIL SH_. EET No. INDEX O TITLE SHEET O WATER SYSTEM PLAN NORTH HALF O WATER SYSTEM PLAN SOUTH HALF LEGEND --- PROPOSED WATER LINE PROPOSED FIRE -HYDRANT - -- - EXISTING WATER LINE (PER P.M. NO. 12232 PLANS) EXISTING FIRE -HYDRANT (PER P.M. NO. 12232 PLANS) MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS NOT TO BE USED FOR BIDDING PURPOSES. WATER PHASE 1 8" P.V.C. WATER MAIN 2,752 LF 8" GATE VALVES S EA 8" TEE 5 EA BLOW OFF ASSEMBLY (PERMANENT) 3 EA BLOW OFF ASSEMBLY (TEMPORARY) 3 EA 1" WATER SERVICE 44 EA 1 1/2" WATER SERVICE 7 EA 2" WATER SERVICE 1 EA FIRE -HYDRANT ASSEMBLY 6 EA TIE-IN(S) 'I EA GROSS AREA 20.00 ACRES OPEN STREET PERMIT NOTE 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. CITY INSPECTION _NOTE NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED_ &��� FUTURE PHASE 51 I L R, / FUTURE v ' 'PHASE 3_ J1s U WATEF 49--� i i mil !I , 48 I II --_j 111 FUTURE PHASE 3 J1 jL FUTURE l� PHASE 2-Z CROSS VALLEY CANAL o KEY MAP SCALE: 1'=200' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DUAL TOLL FREE 1 -M227 -26M AT LEAST TWO DAYS BEFORE YOU DIG U W LL W0WO1U0 m00 ~ U a Z620- O w Q WWHHW�'o zawQwa0 �zzUwZ �� Wm cOtSAfxcoxz CC-OcNQJz-f)9 a0 Q�� C7�F F- OpQILL�m nasa�pOwUyc)W.z4 dgmo -i Z&o�LL3m0 W Y Q VU Uo� � z� F-Qw=w W w,5'6c�cnS�>r t-j�Ezz,"oo6w �E o�zoagrwwoz>' Q�o�o=c�iF ocl wFQw1 �o owR�!w0wOz z < Qw0.ZS000 CO Z U= vw�-�� wZdO u Z m '� 4 Z Z Z V a cwn>g.wvOi�o Wwnl1--VUZp, d lrwO W z< U�apFF- U>_,, O Q$ 00 0Z _� D> J a w w Qo Wo�WWiom w°d�ow�m > coWZ-M-¢rn O}U��mOv1.._ wwjOwza>F- rxFF--SaF-C.) 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DWG. W-3) 0--- BLOWOFF ASSEMBLY (SEE MATERIAL LEGEND FOR PAVED OR UNPAVED) ------�- PROPOSED WATERLINE —�Q--- PROPOSED WATER VALVE (PER CITY OF BAKERSFIELD SPECIFICATIONS) - Ex w - EXISTING WATERLINE - -M- - EXISTING WATER VALVE ___s____ PROPOSED SEWER MAIN PROPOSED STORM DRAIN MAIN R/W STREET RIGHT-OF-WAY 90' WIDE STREET RIGHT-OF-WAY DEDICATION (STOCKDALE RANCH DRIVE) ® TO THE CITY OF BAKERSFIELD PER PARCEL MAP 12062-1 RECORDED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER. f APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL PIPE LENGTHS PRIOR TO BIDDING THIS PROJECT. FUTURE I TRACT 7317 PHASE 5 II MATERIAL LEGEND 8" TEE © 8" GATE VALVE INSTALL FIRE HYDRANT PER C.O.B. STD. DWG. W-3 & W -3A & W -3B. O END OF LINE BLOWOFF ASSEMBLY - PAVED AREA (PER C.O.B. STD. DWG. W-4) END OF LINE BLOWOFF ASSEMBLY - UNPAVED AREA (PER C.O.B. STD. DWG. W-6) O REMOVE EXISTING BLOWOFF ASSEMBLY (PER PARCEL MAP 12232 PLANS) AND TIE INTO EXISTING WATER MAIN. (2)4" FSCH-40 PVC OR DETAILS) CONDUIT FOR LANDSCAPING PURPOSES (SEE STREET PLANS�H 8" 45' ELL CONSTRUCTION NOTES INSTALL CURB & GUTTER PRIOR TO WATER MAIN INSTALLATIONS. O NO OTHER UTILITIES IN CITY WATER MAIN TRENCH OTHER THAN PERPENDICULAR CROSSINGS WITH 1' SEPARATION (MINIMUM) Q END OF PHASE CONSTRUCTION. TO BE EXTENDED WITH FUTURE PHASE CONSTRUCTION. 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W ,��( 06 (PER C.O.B. STD. DWG. W-8) �B.i 8" GATE VALVE .b N Lei.. (/} N _w89w; wzA ow w �Oz°d p&Z .rj M i.l..l U �a�ow�Z 0 y --- FIRE -HYDRANT ASSEMBLY (PER C.O.B. STD. DWG. W-3) 0 INSTALL FIRE HYDRANT PER C.O.B. STD. DWG. W-3 & W -3A & W -3B. i -1- r ,44 ¢ a- Ui Lu ILWzaza�oo 0--- BLOWOFF ASSEMBLY (SEE MATERIAL LEGEND FOR PAVED OR UNPAVED) D--, 0 END OF LINE BLOWOFF ASSEMBLY -PAVED AREA (PER C.O.B. STD. DWG. W-4) ` -t - ''- ~ --c L WATERFORD UJ o w w U 0 PROPOSED WATERLINE O END OF LINE BLOWOFF ASSEMBLY - UNPAVED AREA (PER C.O.B. STD. ( I I _ I - - - -- -_ - - �� __j - - _ STREET I '- - - -_ - WwwLLJ DWG. W-6) I I ti > - - ------- --{�<}— PROPOSED WATER VALVE (PER CITY OF BAKERSFIELD SPECIFICATIONS) O REMOVE EXISTING BLOWOFF ASSEMBLY (PER PARCEL MAP 12232 PLANS) I I I INSTALL 27.5 LFt cn a z AND 11E INTO EXISTING WATER MAIN. I 8" PVC WATER MAIN w - Ex w- EXISTING WATERLINE " CONDUIT FOR LANDSCAPING PURPOSES (SEE STREET PLANS I I I I I - -� - - EXISTING WATER VALVE FOR DETAILS) I A O --- s PROPOSED SEWER MAIN CH 8" 45' ELL I I --- INS LL 266:8 LFt PROPOSED STORM DRAIN MAIN CONSTRUCTION NOTES ` 0 , B A �T 8„ PVC WA MAIN_-.. - _ � 01 INSTALL CURB & GUTTER PRIOR TO WATER MAIN INSTALLATIONS. I 1 R/w STREET RIGHT-OF-WAY 2O NO OTHER UTILITIES IN CITY WATER R MAIN TRENCH OTHER THAN I � I I C } PROPOSED RIGHT-OF-WAY I 90' WIDE STREET RIGHT-OF-WAY DEDICATION (STOCKDALE RANCH DRIVE) PERPENDICULAR CROSSINGS WITH SEPARATION (MINIMUM) I t ®TO THE CITY OF BAKERSFIELD PER PARCEL MAP 12062-1 RECORDED FEBRUARY 22, 2016 IN BOOK 60 OF PARCEL MAPS, AT PAGE 76 IN THE Q END OF PHASE CONSTRUCTION. TO BE EXTENDED NTH FUTURE I w I I -N- I OFFICE OF THE KERN COUNTY RECORDER. PHASE CONSTRUCTION. "ANGLE I v 2 f APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL PIPE LENGTHS ® INSTALL LONG SERVICE TO METER STOP" ONLY (METER TO I PRIOR TO BIDDING THIS PROJECT. BE SET WITH FUTURE PHASE CONSTRUCT10N. A AREA DETAIL 3 SCALE 1"=20' -N- O RT H SCALE: 1 "=40' 0 20 40 80 OacLLio mom Z 0 W Q z w O � m=zw�f' 0LLJ Q-�Z�i _ZOZ Cr3 w lQ Z i'"'oo W m� - > cr) C.0 LL Mwi-- �zNWH `(') M o w ;�. �' N uj M z}-c�i''rr'o�� W F-Zt/)0� > T lQ. a0OZUtAw� OR x=z tD 'G CO O.N Q W Z a &O��oz}w `. LD JQ[ fnW �k W800.ZQ 0 ir 0 Jnn L LL V 0 0 N- 0 0° coz ww8Fn W xw W W!- 0�%z2 diir �n � VI M 0wiiW6Zz2 < m N �= QW�FQzw000m _ co z��Ozi_-' ..-. W ,��( 06 �Q gw�oz> Z G O _ Zdwow =050a .b N Lei.. (/} N _w89w; wzA ow w �Oz°d p&Z .rj M i.l..l U �a�ow�Z 0 LL. �=12Z W rzd. w Q {� o Z o tO � O_ W O W ILII U C p z¢vLu r 0wtr 0 ��iit30aQF�=- a- Ui Lu ILWzaza�oo Zo=So�Ovwi LU O O D W W J 0 03 W OW�XL ZEd 03 L >>-w[�V) t30W0 m UJ o w w U 0 W W O W QZ Q 0 >z- F=-F�-•C>dFcc x Lu Q� ca -N- O RT H SCALE: 1 "=40' 0 20 40 80 W 3 0 Li o a 4 a a� l N o N z U - 3 0 /w! 0 0 a. LU z ca l(al WwwLLJ uuii w W 3 0 DATE 1/19/2018 PA JOB No. 3012 SHEET 0 E N COB RECORDS No. �� OF 3� SHEETS o a a a� l N o z 3 0 /w! 0 0 a. DATE 1/19/2018 PA JOB No. 3012 SHEET 0 E N COB RECORDS No. �� OF 3� SHEETS