HomeMy WebLinkAbout6.6-1345501 BUENA VISTA ROAD
C.U.P. No. 11 -0061 -LOT 2 OF LLA 12 -0174
APPROVED BY:
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WAIER DIRECTOR I I DATE
CITY OF BAKERSFIELD, DOMESTIC WATER DIVISION
CAUFORNIA 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 WROTEN 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.
BENCHMARK USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF
HARRIS ROAD AND FLINT CREEK WAY.
ELEVATION = 348.01
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.
VICINITY MAP
NO SCALE
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BAKERSFIELD, CALIFORNIA
GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF
BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO.
THESE DOCUMENTS SHALL BE MADE A PART HEREOF.
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE
STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND
THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE 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 THE STREET
RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR
PRIOR TO ISSUANCE OF A PERMIT.
4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY
CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE
SECTION MAY BE NOTIFIED AT (661) 326 -3049.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT
THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS
ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER &
ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR
OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCA11ON AND
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT
(U.S.A.: 1- 800 - 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO
ANY CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S
EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
MATERIALS LIST
ESTIMATED QUANTITIES FOR PLAN
CHECK AND INSPECTION FEE CALCULATIONS.
NOT TO BE USED FOR BIDDING PURPOSES.
SEWER
6" PVC SEWER LINE 430 L.F.
4" PVC SEWER LINE 245 L.F.
SEWER CLEANOUT 7 EA
TIE INTO EXISTING 1 EA
WATER.
6" PVC WATER LINE
MING
AVENUE
3" PVC WATER LINE
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2
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PENSINGER ROAD
16" PVC WATER MAIN
HARRIS ROAD
L.F.
PANAMA LANE
VICINITY MAP
NO SCALE
r
BAKERSFIELD, CALIFORNIA
GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF
BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO.
THESE DOCUMENTS SHALL BE MADE A PART HEREOF.
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE
STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND
THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE 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 THE STREET
RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR
PRIOR TO ISSUANCE OF A PERMIT.
4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY
CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE
SECTION MAY BE NOTIFIED AT (661) 326 -3049.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT
THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS
ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER &
ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR
OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCA11ON AND
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT
(U.S.A.: 1- 800 - 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO
ANY CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S
EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
MATERIALS LIST
ESTIMATED QUANTITIES FOR PLAN
CHECK AND INSPECTION FEE CALCULATIONS.
NOT TO BE USED FOR BIDDING PURPOSES.
SEWER
6" PVC SEWER LINE 430 L.F.
4" PVC SEWER LINE 245 L.F.
SEWER CLEANOUT 7 EA
TIE INTO EXISTING 1 EA
WATER.
6" PVC WATER LINE
148
L.F.
3" PVC WATER LINE
320
L.F.
2" PVC WATER LINE
26
L.F.
1-1/2- PVC WATER LINE
126
L.F.
2" WATER SERVICE
1
EA.
1" WATER SERVICE
1
EA.
6" FIRE SERVICE
1
EA.
2" LEAD FREE BACKFLOW PREVENTION ASSEMBLY
1
EA.
1" BACKFLOW PREVENTION ASSEMBLY
1
EA.
WATER METER ENCLOSURE
2
EA.
6" DOUBLE CHECK DETECTOR ASSEMBLY
1
EA.
FIRE HYDRANT ASSEMBLY
1
EA.
TIE INTO EXISTING
1
EA.
WATER VALVES
2
EA.
STANDARD BLOWOFF ASSEMBLY
2
EA.
12" PVC WATER MAIN AND BORE
110
L.F.
16" PVC WATER MAIN
158
L.F.
SHEET No. INDEX
CD TITLE SHEET
CD NOTES
CD PLAN VIEW
LEGEND
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
8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK.
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND
SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE
REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED
AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION
WILL BE ALLOWED FOR SUCH CORRECTION.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR
OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER
OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF
ENGINEER IN RESPONSIBLE CHARGE.
12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING
EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION
PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND
THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM
THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL
SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO
FILING HIS BID PRICE FOR THE PROJECT.
14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE
APPROVED IN WRITING BY PORTER & ASSOCIATES, INC.
NOTE TO CONTRACTOR
ALL MANHOLES AND CLEANOUTS WITHIN DEVELOPMENT,
INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH
GRADE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS.
EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE,
AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS.
THE PROVIDED WATER NOTES ARE GUIDELINES ONLY. THE
CONTRACTOR SHALL OBTAIN THE LATEST SET OF DETAILS AND
SPECIFICATIONS FROM THE CITY OF BAKERSFIELD DOMESTIC
WATER DIVISION PRIOR TO ANY CONSTRUCTION. CONTACT WATER
MANAGER AT (661)326 -3715.
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
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1.
ONSITE SEWER SPECIFICATIONS
1. SEE STREET IMPROVEMENT PLANS FOR SEWER CONSTRUCTION WITHIN CITY OF BAKERSFIELD
RIGHT OF WAY.
2. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD
SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER.
3. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF
THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE.
4. PVC PIPE INSTALLATION:
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS
D 3034 AND SDR 35. 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.
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. GASKETS SHALL COMPLY WITH ASTM
F477. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM
D 2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE.
5. WYE- FITTINGS SHALL BE INJECTION MOLDED IN -LINE AND 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).
6. ALL BUILDING SEWERS SHALL EXTEND TO WITHIN FIVE FEET FROM THE BUILDING.
7. CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
STANDARD DRAWING SW -6. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY
OF BAKERSFIELD STANDARD DRAWING SW -4. COVERS AND LIDS SHALL CONFORM TO CITY OF
BAKERSFIELD STANDARD DRAWING SW -5. PRIVATE " ONSITE" MANHOLE COVERS SHALL NOT
READ "CITY OF BAKERSFIELD ".
8. SYSTEM TESTING:
INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE
SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND
ACCEPTABLE TO THE ENGINEER. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND
INSPECTION.
9. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL ONSITE LINES SHALL BE
INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE
ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN
ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO
INSPECTIONS SHALL BE WITNESSED BY A REPRESENTATIVE OF THE ENGINEER, WHO WILL ALSO
INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. 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 PLANS, OF ALL CONNECTED
LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED
BY THE ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO
CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE ENGINEER.
ONSITE TRENCHING NOTES
1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE
CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE.
2. TRENCHING SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD
DETAIL ST -22.
3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DETAIL ST -6.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR
PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER
AT THE CONTRACTOR'S EXPENSE.
5. FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS SHALL NOT BE USED FOR BACKFILL
COMPACTION.
6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE
PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS lx
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER AND
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE ENGINEER. THE COST OF
RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR.
8. THE TRENCH BOTTOM SHALL BE CONSTRUCTED TO PROVIDE A FIRM, STABLE AND UNIFORM
SUPPORT FOR THE FULL LENGTH OF PIPE. BELL HOLES SHALL BE PROVIDED AT EACH
JOINT. ANY PORTION OF THE TRENCH BOTTOM EXCAVATED BELOW GRADE SHALL BE
BACKFILLED TO GRADE AND COMPACTED AS REQUIRED TO PROVIDE FIRM PIPE SUPPORT.
WHEN AN UNSTABLE SUBGRADE CONDITION IS ENCOUNTERED WHICH WILL PROVIDE
INADEQUATE PIPE SUPPORT, OR WHEN LEDGE ROCK, BOULDERS, OR LARGE STONES ARE
ENCOUNTERED, ADDITIONAL TRENCH DEPTH SHALL BE EXCAVATED AND REFILLED WITH
SUITABLE FOUNDATION MATERIAL AND COMPACTED.
9. CONTRACTOR SHALL COMPLY WITH TRENCHING RECOMMENDATIONS IN SOILS REPORT.
ONSITE WATER SPECIFICATIONS
THE FOLLOWING NOTES SHALL APPLY TO THE ONSITE WATER SYSTEM (INCLUDING FIRE SERVICE)
FROM THE SERVICE CONNECTION TO THE BUILDING. ALI_ OTHER ASPECTS OF THE ONSITE WATER
SYSTEM SHALL BE INSTALLED IN ACCORDANCE NTH THE CITY OF BAKERSFIELD STANDARDS AND
SPECIFICATIONS FOR DOMESTIC WATER SYSTEMS, CURRENT EDITION.
1. CONTRACTOR SHALL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT, SUPERVISION AND
TESTING NECESSARY FOR A COMPLETE INSTALLATION OF THE WATER SYSTEM.
2. WATER PIPE 4" AND LARGER SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150.
JOINTS SHALL HAVE ELASTOMERIC GASKETS AND CONFORM TO ASTM D3139. WATER PIPE 3" AND
SMALLER SHALL CONFORM TO ASTM D1785 SCHEDULE 40 AND SHALL HAVE SOLVENT WELDED
JOINTS. PIPE SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS.
3. FITTINGS FOR AWWA C900 PIPE SHALL BE DUCTILE IRON CONFORMING TO AWWA 150. FITTINGS
FOR SCHEDULE 40 PIPE SHALL CONFORM TO ASTM D2466 SCHEDULE 40.
4. GATE VALVES SHALL BE AWWA C509 WITH RESILIENT SEATS.
5. THE MINIMUM WIDTH OF TRENCH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 12 ". A
MINIMUM OF 6" OF CLEARANCE SHALL BE PROVIDED FROM THE OUTSIDE FACE OF THE PIPE TO
THE TRENCH WALL. WATER LINES AND SERVICES SHALL HAVE A MINIMUM OF 36% OR 48" FOR
12" AND LARGER, OF COVER FROM THE TOP OF PIPE TO FINISHED GRADE. THE BOTTOM OF THE
TRENCH SHALL BE EXCAVATED TO THE ESTABLISHED GRADE LINE OF THE PIPE AND SHALL BE
SMOOTH, EVEN AND FLAT FOR THE ENTIRE WIDTH OF THE TRENCH. AT EACH JOINT THE BOTTOM
OF THE TRENCH SHALL BE RECESSED IN SUCH A MANNER AS TO RELIEVE THE PIPE BELL OR
COUPLING OF ALL LOAD AND TO ENSURE CONTINUOUS BEARING ALONG THE PIPE BARREL.
6. BACKFILL SHALL BE INITIALLY PLACED AND COMPACTED FROM THE PIPE BED TO THE SPRING
LINE OF THE PIPE. BACKFILL SHALL BE SUFFICIENTLY RODDED OR HAND - TAMPED TO ENSURE
REQUIRED COMPACTION IS ACHIEVED AROUND THE PIPE. SUBSEQUENT BACKFILL SHALL BE
PLACED IN LAYERS NOT EXCEEDING 6" IN COMPACTED THICKNESS. EMBEDMENT MATERIALS SHALL
BE CLASS I OR 11 PER A.S.T.M. D2321, MAX SIZE =1 ".
7. INSTALL 3" WIDE BLUE MAGNETIC DETECTION TAPE MARKED "WATER" AS MANUFACTURED BY
MAGNATEC 12" ABOVE WATER LINES.
8. BACKFLOW PREVENTION DEVICES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION
AND IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD PLATES. REQUESTS FOR
SUBSTITUTION OF DEVICES MUST BE SUBMITTED PRIOR TO BIDDING AND MUST BE APPROVED BY
THE ENGINEER AND THE CITY WATER MANAGER.
9. THRUST BLOCKS SHALL BE INSTALLED PER C.O.B. PLATE W -2.
CITY OF BAKERSFIELD 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 WITH THE CITY OF
BAKERSFIELD STD. DWG. W -1 AND S -39, EXCEPT AS NOTED ON THE PLANS.
4. WATER UNE 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 FAST TWO (2) WORKING DAYS
PRIOR TO CONSTRUCTION, 1- 800 - 227 -2600.
7. CALIFORNIA WATER SERVICE COMPANY, AS AGENT FOR INSPECTION TO THE 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 (6)
HORIZONTAL CLEARANCE FROM ANY WATER MAIN UNE.
10. INSTALL WHARF HYDRANTS AT PHASE BOUNDARIES IF SUBSEQUENT PHASES ARE NOT
CONSTRUCTED. UPON EXTENSION OF WATER UNE 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 SOLEY BY AUTHORIZED CITY WATER
DEPARTMENT PERSONNEL OR ITS REPRESENTATIVE AGENTS.
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CITY STANDARD PLATES
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
®
W -3
FIRE HYDRANT ASSEMBLY
❑
W -4
BLOWOFF ASSEMBLY - PAVED AREA
❑
W -5
COMBINATION AIR VALVE
❑
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
4" AND LARGER TURNOUT
®
W -11
TYPICAL METER BOX LOCATION
®
W -12
VALVE BOX DETAIL
®
W -18
TYPICAL FIRE SERVICE DETAIL
2. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF
THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, UNLESS OTHERWISE NOTED)
CITY STD. NO. DESCRIPTION
® ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS
® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS
® SW -6 6" CLEAN OUT
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11 SHEET 11
2
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ERTY LINE
FUTURE CHURCH BUILDING
FF= 350.50
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11 L. F. f i 9 1140 L.F. t
27 L F ± ®.::1.O.OX
PROPOSED CHURCH BUILDING
FF= 350.50
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FUTURE CHURCH BUILDING
FF= 350.50
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15 L.F.f
11 L. F. f i 9 1140 L.F. t
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PROPOSED CHURCH BUILDING
FF= 350.50
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—(FUTURE PHASE 2)
PROPERTY LINE
SEVER CONSTRUCTION NOTES
❑1 TIE INTO 6" SEWER LATERAL PER OFF -SITE SEWER PLANS.
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3.
SEWER AND WATER LINES PER THIS PLAN SHALL BE STUBBED TO 5' FROM
STANDARD — BLOWOFF ASSEMBLY
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—(FUTURE PHASE 2)
PROPERTY LINE
SEVER CONSTRUCTION NOTES
❑1 TIE INTO 6" SEWER LATERAL PER OFF -SITE SEWER PLANS.
Q HOT TAP AND TIE INTO EXISTING 16" WATER MAIN WITH STAINLESS STEEL
TAPPING SLEEVES AND INSTALL 12" PVC WATER MAIN BORE PER WATER
STANDARDS DETAIL No. W -7 UNLESS OTHERWISE APPROVED BY CITY ENGINEER.
CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF EXISTING MAIN IN FIELD
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY
DISCREPANCIES.
0 INSTALL 2" DOMESTIC WATER SERVICE PER CITY OF BAKERSFIELD WATER
STANDARDS PLATE No. W -8.
�3 INSTALL 1" LANDSCAPE WATER SERVICE PER CITY OF BAKERSFIELD WATER
STANDARDS PLATE No. W -8.
�4 INSTALL METER BOX WITH 2" BADGER DISC METER PER CITY OF BAKERSFIELD
WATER STANDARDS PLATE No. W -8 & W -11.
O INSTALL METER BOX WITH 1" BADGER DISC METER PER CITY OF BAKERSFIELD
WATER STANDARDS PLATE No. W -8 & W -11.
INSTALL 2" WATTS LF909M1 LEAD FREE REDUCED PRESSURE BACKFLOW
PREVENTION ASSEMBLY OR APPROVED EQUAL
O7 INSTALL 1" WATTS 909 REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY OR
APPROVED EQUAL WITH ENCLOSURE PER LANDSCAPE PLANS.
® INSTALL 6" FIRE SERVICE WITH 6" FEBCO 856 DOUBLE CHECK DETECTOR ASSEMBLY
PER CITY OF BAKERSFIELD WATER STANDARDS PLATE No. W -18.
O9 INSTALL 3" PVC DOMESTIC WATER LINE (DISTANCES SHOWN).
10 INSTALL 2" PVC DOMESTIC WATER LINE TO 5' FROM BUILDING (DISTANCES SHOWN).
11 INSTALL 1 -1/2" PVC DOMESTIC WATER LINE TO 5' FROM BUILDING (DISTANCES SHOWN).
12 INSTALL 2 "x3" REDUCER.
13 INSTALL 6" PVC FIRE WATER LINE (DISTANCES SHOWN). INSTALL THRUST BLOCKS PER
CITY OF BAKERSFIELD WATER STANDARDS PLATE No. W -2.
14 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF BAKERSFIELD WATER STANDARDS
PLATE No. W -3.
15 STUB & PLUG 10' BEYOND PHASE LINE FOR FUTURE EXTENSION.
16 INSTALL 16" PVC WATER MAIN PER CITY OF BAKERSFIELD WATER STANDARDS PLATE
No. W -1 ALONG FRONTAGE OF PROPERTY.
17 INSTALL WATER VALVE PER CITY OF BAKERSFIELD WATER STANDARDS PLATE No. W -12.
18 INSTALL END OF LINE BLOWOFF ASSEMBLY PER CITY OF BAKERSFIELD WATER
STANDARDS PLATE No. W -6.
GAS CONSTRUCTION NOTES
O GAS LINE IS SHOWN SCHEMATIC ONLY, SEE GAS PURVEYOR'S PLAN
FOR LOCATION, DEPTH AND MATERIAL'S OF PROPOSED GAS MAIN.
PROPERTY LINE
GAS -I - --I GAS 1 - GAS
132 L.F.t
F W F W F
9 158 L.F. f
S S S— S- 6----- S S
2 151 L.F.t ® 1.00%
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STREET CENTERLINE
STREET RIGHT -OF -WAY
PROPOSED SEWER CLEANOUT
PROPOSED FIRE HYDRANT
PROPOSED SEWER
PROPOSED WATER
PROPOSED FIRE WATER
PROPOSED GAS LINE
PROPOSED FENCE
PROPOSED STORM DRAIN
EXISTING GAS LINE
EXISTING UNDERGROUND TELEPHONE
EXISTING OVERHEAD ELECTRICAL
EXISTING POWER POLE
EXISTING EDGE OF PAVEMENT
CI�STANDARD PLANS
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.
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH
OF SEWER
NOTES:
STANDARD PIPE TRENCH
®
LATERAL IN FIELD PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER
1.
SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN
W -3
IF THERE ARE ANY DISCREPANCIES.
❑
2.
SEE GRADING & DRAINAGE PLAN FOR GRADING DESIGN
❑2
CONSTRUCT 6" PVC SEWER (DISTANCES & SLOPES
SHOWN).
3.
SEWER AND WATER LINES PER THIS PLAN SHALL BE STUBBED TO 5' FROM
STANDARD — BLOWOFF ASSEMBLY
®
W -7
PIPE BORE AND CASING DETAIL
BUILDING
❑3
CONSTRUCT 4" PVC SEWER (DISTANCES & SLOPES
SHOWN).
4.
BUILDING PLUMBER SHALL INSTALL SEWER CLEANOUTS AT BUILDING
❑
W -10
4" AND LARGER TURNOUT
5.
BUILDING PLUMBER SHALL INSTALL WATER VALVE AT BUILDING
®
CONSTRUCT 6" SEWER CLEANOUT PER C.O.B. STD.
DWG. SW -6.
6.
CONTRACTOR SHALL INSTALL ALL ELBOWS, TEES & APPURTENANCES AS
W -18
(MAX 100' SPACING)
NECESSARY TO FURNISH A COMPLETE PROJECT
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CONTRACTOR SHALL ENSURE POSITIVE FLOW ON ALL SEWER PIPE PRIOR
❑5
STUB &PLUG 4" SEWER 10' BEYOND PHASE LINE
FOR FUTURE EXTENSION.
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8.
SEWER CONSTRUCTION WITHIN RIGHT-OF-WAY SHALL BE CONSTRUCTED PER
WATER
CONSTRUCTION NOTES
OFF -SITE PLANS
Q HOT TAP AND TIE INTO EXISTING 16" WATER MAIN WITH STAINLESS STEEL
TAPPING SLEEVES AND INSTALL 12" PVC WATER MAIN BORE PER WATER
STANDARDS DETAIL No. W -7 UNLESS OTHERWISE APPROVED BY CITY ENGINEER.
CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF EXISTING MAIN IN FIELD
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY
DISCREPANCIES.
0 INSTALL 2" DOMESTIC WATER SERVICE PER CITY OF BAKERSFIELD WATER
STANDARDS PLATE No. W -8.
�3 INSTALL 1" LANDSCAPE WATER SERVICE PER CITY OF BAKERSFIELD WATER
STANDARDS PLATE No. W -8.
�4 INSTALL METER BOX WITH 2" BADGER DISC METER PER CITY OF BAKERSFIELD
WATER STANDARDS PLATE No. W -8 & W -11.
O INSTALL METER BOX WITH 1" BADGER DISC METER PER CITY OF BAKERSFIELD
WATER STANDARDS PLATE No. W -8 & W -11.
INSTALL 2" WATTS LF909M1 LEAD FREE REDUCED PRESSURE BACKFLOW
PREVENTION ASSEMBLY OR APPROVED EQUAL
O7 INSTALL 1" WATTS 909 REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY OR
APPROVED EQUAL WITH ENCLOSURE PER LANDSCAPE PLANS.
® INSTALL 6" FIRE SERVICE WITH 6" FEBCO 856 DOUBLE CHECK DETECTOR ASSEMBLY
PER CITY OF BAKERSFIELD WATER STANDARDS PLATE No. W -18.
O9 INSTALL 3" PVC DOMESTIC WATER LINE (DISTANCES SHOWN).
10 INSTALL 2" PVC DOMESTIC WATER LINE TO 5' FROM BUILDING (DISTANCES SHOWN).
11 INSTALL 1 -1/2" PVC DOMESTIC WATER LINE TO 5' FROM BUILDING (DISTANCES SHOWN).
12 INSTALL 2 "x3" REDUCER.
13 INSTALL 6" PVC FIRE WATER LINE (DISTANCES SHOWN). INSTALL THRUST BLOCKS PER
CITY OF BAKERSFIELD WATER STANDARDS PLATE No. W -2.
14 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF BAKERSFIELD WATER STANDARDS
PLATE No. W -3.
15 STUB & PLUG 10' BEYOND PHASE LINE FOR FUTURE EXTENSION.
16 INSTALL 16" PVC WATER MAIN PER CITY OF BAKERSFIELD WATER STANDARDS PLATE
No. W -1 ALONG FRONTAGE OF PROPERTY.
17 INSTALL WATER VALVE PER CITY OF BAKERSFIELD WATER STANDARDS PLATE No. W -12.
18 INSTALL END OF LINE BLOWOFF ASSEMBLY PER CITY OF BAKERSFIELD WATER
STANDARDS PLATE No. W -6.
GAS CONSTRUCTION NOTES
O GAS LINE IS SHOWN SCHEMATIC ONLY, SEE GAS PURVEYOR'S PLAN
FOR LOCATION, DEPTH AND MATERIAL'S OF PROPOSED GAS MAIN.
PROPERTY LINE
GAS -I - --I GAS 1 - GAS
132 L.F.t
F W F W F
9 158 L.F. f
S S S— S- 6----- S S
2 151 L.F.t ® 1.00%
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— GAS — — —
T
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STREET CENTERLINE
STREET RIGHT -OF -WAY
PROPOSED SEWER CLEANOUT
PROPOSED FIRE HYDRANT
PROPOSED SEWER
PROPOSED WATER
PROPOSED FIRE WATER
PROPOSED GAS LINE
PROPOSED FENCE
PROPOSED STORM DRAIN
EXISTING GAS LINE
EXISTING UNDERGROUND TELEPHONE
EXISTING OVERHEAD ELECTRICAL
EXISTING POWER POLE
EXISTING EDGE OF PAVEMENT
CI�STANDARD PLANS
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
®
W -3
FIRE HYDRANT ASSEMBLY
❑
W -4
BLOWOFF ASSEMBLY — PAVED AREA
❑
W -5
COMBINATION AIR VALVE
®
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
4" AND LARGER TURNOUT
®
W -11
TYPICAL METER BOX LOCATION
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W -12
VALVE BOX DETAIL
®
W -18
TYPICAL FIRE SERVICE DETAIL
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