HomeMy WebLinkAbout1.6-7304MfVrM.
1. CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS PRIOR TO
COMMENCING CONSTRUCTION.
2. ALL DOMESTIC WATER AND FIRE LINES IN SAME TRENCH UNLESS OTHERWISE
NOTED.
3. WHEN PIPES ARE IN SAME TRENCH USE THE FIRE WATER LINE FOR TRENCH
LOCATION. OFFSET DOMESTIC WATER LINE SHOWN FOR CLARITY.
WATER NOTES:
1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CURRENT CITY
CITY OF BAKERSFIELD, COUNTY OF KERN, CALIFORNIA
WATER PLANS
TRACT 7304
72
4 TRACT 6678 74
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TRACT 7359 40' PUBLIC ACCESS EASEMENT
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PER DOC NO.0205195833, O.R.
STALLION SPRINGS DRIVE
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SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD
FREE FROM STONES OR LUMPS EXCEEDING THREE INCHES (3") IN ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT
GREATEST DIMENSION, VEGETABLE MATTER, OR OTHER UNSATISFACTORY REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
MATERIALS. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS,
OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE
CORRECTED DURING CONSTRUCTION.
IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION
WITHIN THE STREET. L0 `
WHEN APPROVED BY THE ENGINEER JETTING MAY BE USED IN 07/27/18
NON -STREET AREAS.
OF BAKERSFIELD, WATER RESOURCES DIVISION, STANDARDS AND
7. BACKFILL TESTING AND COMPACTION:
6" PVC
EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE
SPECIFICATIONS FOR DOMESTIC WATER SYSTEMS.
RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF
CITY ACKNOWLEDGEMENT OF WATER PLANS FOR CONSTRUCTION AND APPROVAL OF PLANS BY
2.
CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT
THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN
AUTHORIZED CITY INSPECTORS OR AGENTS MAY REQUIRE CHANGES IN PLANS BEFORE CERTIFICATION
NINETY-FIVE PERCENT (95%) MAXIMUM RELATIVE DENSITY FOR THE
AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION.
10.
INSTALLATION OF WATER LINE:
3.
TRENCHING, BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN
D1557 AND ONE OF THE FOLLOWING: D2922 OR D1556.
THE CONTRACTOR SHALL FURNISH AND INSTALL THE WATER LINES AS
EA.
ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DETAILS W-1
IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO
SHOWN ON THE CONSTRUCTION PLANS AND IN ACCORDANCE WITH
MEET THE SPECIFIED COMPACTION, THE TRENCH SHALL BE
AND S-39, UNLESS NOTED OTHERWISE ON THE PLANS.
EA.
THESE DETAILED SPECIFICATIONS, CITY OF BAKERSFIELD STANDARDS, AND
12
EA.
TIE-IN LOCATIONS
THE STANDARD SPECIFICATIONS.
4.
BEDDING AND BACKFILL:
MIN
MINIMUM
CF
CURB FACE
NG
THE CONTRACTOR SHALL VERIFY BY POTHOLING THE EXACT LOCATION OF
CL
ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE
OH
ALL CONNECTION POINTS AND ALL OTHER UTILITIES OR APPURTENANCES
CLF
STANDARD SPECIFICATIONS, CURRENT EDITION.
PL
THAT MAY POTENTIALLY INTERFERE WITH INSTALLATION OF WATER
CMP
CORRUGATED METAL PIPE
PB
FACILITIES PRIOR TO PERFORMING ANY WORK.
CO
BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS.
PP
THE CONTRACTOR SHALL IDENTIFY AND DIRECT THE ENGINEER'S
CONC
CONCRETE
PVC
ATTENTION TO LOCATIONS WHERE ADJUSTMENTS TO LINE, GRADE,
DL
THE TRENCH BACKFILL SHALL BE COMPACTED TO NINETY PERCENT
RCP
AND/OR LOCATION ARE NECESSARY. THE ENGINEER WILL DETERMINE
DI
(90%) MAXIMUM RELATIVE DENSITY.
RR
NECESSARY ADJUSTMENTS TO LINE, GRADE OR LOCATION.
DIA
BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS
11.
UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST TWO
DRV
NOT TO EXCEED TWELVE (12) INCHES, SIMULTANEOUSLY, ON EACH SIDE
SS
(2) WORKING DAYS BEFORE COMMENCEMENT OF CONSTRUCTION.
EC
OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB
SL
TELEPHONE 1-800-227-2600.
ELEC
THE PIPE OR ITS ALIGNMENT AND GRADE.
SW
SIDEWA_K
EDR
EDGE DIRT ROAD
12.
CALIFORNIA WATER SERVICE COMPANY, AS AGENT FOR INSPECTION TO
EP
BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF
SSMH
THE CITY OF BAKERSFIELD, SHALL BE NOTIFIED AT LEAST TWENTY-FOUR
ETW
DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE
TC
(24) HOURS PRIOR TO START OF CONSTRUCTION.
EUC
INCHES (3") IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS
TELE
TELEPHONE
EVC
NOT EXCEEDING EIGHTEEN INCHES (18").
13.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
EX
EXISTING
TOG
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
FNC
EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR
TOP
CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL
FF
MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS.
TOW
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
FG
FLOODING AND JETTING SHALL NOT BE ALLOWED.
TYP
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT
FH
FIRE HYDRANT
VLT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER
FL
THERE MUST BE AT LEAST ONE FOOT (1.00') OF COVER OVER THE PIPE
WM
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
FS
FINISH SURFACE
WV
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED.
PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
SPRINGLINE TO BE TESTED ON TWELVE INCH (12") AND LARGER
DIAMETER PIPES.
14.PARK
SQUARE, LLC SHALL NOT BE RESPONSIBLE OR LIABLE FOR
UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL
IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND
CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PARK
ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY
SQUARE, LLC.
ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR.
15.
P.I.V.S ARE NOT REQUIRED PROVIDED THAT TAMPER SWITCH IS
THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR
INSTALLED ON CHECK VALVE, AND OS&Y VALVES ARE USED. FDCS CAN
UTILIZATION OF IN-SITU MATERIALS.
BE INCORPORATED WITH CHECK VALVES AND DO NOT REQUIRE SEPARATE
RETURN LINES. CONTACT CITY OF BAKERSFIELD FIRE DEPARTMENT FOR
5.
INITIAL BACKFILL:
ADDITIONAL REQUIREMENTS.
AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL
16.
ALL FIRE HYDRANTS ARE TO BE FLANGED TO THE TEE. HYDRANTS TO
BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO
BE NOT LESS THAN FIVE FEET (5') FROM VALVE. HYDRANTS ARE TO
SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL
BE TEN FEET (10') OR LESS FROM GUTTER FI_OWLINE.
DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS.
17.
CONTRACTOR TO ENSURE THAT ALL FIRE HYDRANTS SHALL NOT BE
THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL
PLACE WITHIN FIVE (5) FEET OF ANY EXISTING OR PROPOSED WALLS,
TAMPING, AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE
STREET LIGHTS, OR ANY OTHER OBSTRUCTIONS.
APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING
OPERATIONS.
18.
ALL SERVICES SHALL HAVE BACKFLOW DEVICES AS APPROVED BY THE
KERN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT INSTALLED WITHIN
THE RIGHT-OF-WAY OR P.U.E.
IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE
ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY
19.
COPPER SERVICES WILL BE PERMITTED FOR 1.5" AND 2" SERVICES.
DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT.
HYDRA -HAMMER WILL NOT BE PERMITTED.
20.
DUST CONTROL PLAN: CONTRACTOR SHALL OBTAIN A COPY OF THE
DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER,
6.
SUBSEQUENT BACKFILL:
AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION
OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED
ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE
TO COMPLY WITH THE PROVISIONS OF SAID PLAN.
BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH
EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT
21.
STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A
IMPORTED MATERIALS MAY BE USED.
COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY
NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY
ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S
TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED
OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH
BY THE ENGINEER.
THE PROVISIONS OF SAID PLAN.
WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE
BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING
EIGHTEEN INCHES (18") IN LOOSE DEPTH, EACH LAYER BEING
THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE
ENGINEERS CERTIFICATE
SUCCEEDING LAYERS ARE PLACED.
WATER PLANS
TRACT 7304
72
4 TRACT 6678 74
N
MINI STORAGE
I '
21 \ H 1• 17 1• ,s 14 13 S 11 t0
46
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RED ROCK CREEK WqY I ;!•, \ �``F
TRACT 7359 40' PUBLIC ACCESS EASEMENT
FOR INGRESS AND EGRESS
PER DOC NO.0205195833, O.R.
STALLION SPRINGS DRIVE
3
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4 ° • 7`• s w n 7
m
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n
u u 1s ' • '
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DOWNW RIVER DRIVE �\O��J30
� 371771
SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD
FREE FROM STONES OR LUMPS EXCEEDING THREE INCHES (3") IN ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT
GREATEST DIMENSION, VEGETABLE MATTER, OR OTHER UNSATISFACTORY REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
MATERIALS. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS,
OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE
CORRECTED DURING CONSTRUCTION.
IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION
WITHIN THE STREET. L0 `
WHEN APPROVED BY THE ENGINEER JETTING MAY BE USED IN 07/27/18
NON -STREET AREAS.
L. ALBERTO LOPEZ, PE, QSD/QSP R.C.E. #67602 DATE
7. BACKFILL TESTING AND COMPACTION:
6" PVC
EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE
L.F.
RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF
CITY ACKNOWLEDGEMENT OF WATER PLANS FOR CONSTRUCTION AND APPROVAL OF PLANS BY
BAKERSFIELD STANDARD DETAIL S-39, EXCEPT THAT COMPACTION WITHIN
SIGNATURE DOES NOT ABROGATE CITY WRITTEN SPECIFICATIONS BY OMISSION OR MISINTERPRETATION.
THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN
AUTHORIZED CITY INSPECTORS OR AGENTS MAY REQUIRE CHANGES IN PLANS BEFORE CERTIFICATION
NINETY-FIVE PERCENT (95%) MAXIMUM RELATIVE DENSITY FOR THE
AND ACCEPTANCE IN ORDER TO COMPLY WITH STANDARD SPECIFICATIONS.
UPPER FINISHED THIRTY INCHES (30'), AND SHALL BE DETERMINED BY
BLOW OFF
CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION)
EA.
D1557 AND ONE OF THE FOLLOWING: D2922 OR D1556.
133
EA.
CITY OF BAKERSFIELD WATER RESOURCES DEPT. DATE
IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO
EA
MEET THE SPECIFIED COMPACTION, THE TRENCH SHALL BE
134
RE -EXCAVATED AND RE -COMPACTED.
COMPACTION TESTS WILL BE DEVELOPER'S RESPONSIBILITY. THE
NUMBER AND LOCATION OF THE TESTS SHALL BE DETERMINED BY THE
CITY ENGINEER.
8. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS
GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT
SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER.
9. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR
UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF
BAKERSFIELD STANDARD DETAIL S-6, EXCEPT AS NOTED ON THE PLANS.
DOMESTIC WATER ITEMS
QUANTITY
UNIT
6" PVC
31
L.F.
8" PVC
6,833
L.F.
8" VALVES
20
EA.
VALVE BOXES
20
EA.
BLOW OFF
3
EA.
1 " SERVICES
133
EA.
3" LANDSCAPE SERVICE
1
EA
METER W/BOXES
134
EA.
FIRE HYDRANT (INCLUDING GATE VALVE)
12
EA.
TIE-IN LOCATIONS
3
EA.
MIDNIGHT CREE�
L�.,
87 0 is
210
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NO 67602
TRAIT 7267
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KEY MAP
SCALE: 1"=200'
Sheet List Table
SHEET NUMBER
SHEET TITLE
1
TITLE SHEET
2
WATER PLAN
3
WATER PLAY CONTD.
4
DETAIL SHEET
ABBREVIATIONS
AC
ASPHALT
GB
GRADE BREAK
BC
BEFORE CURVE
GM
GAS METER
BLDG
BUILDING
GRD
GROUND
BLKW
BLOCK WALL
GUY
GUY WIRE
BRC
BEGIN RETURN CURVE
HB
HOSE 131B
BVC
BEGIN VERTICAL CURVE
INV
INVERT ELEVATION
BW
BACK OF WALK
JP
JOINT POLE
CAN
CABLE TELEVISION BOX CATCH
MAX
MAXIMUM
CB
BASIN
MIN
MINIMUM
CF
CURB FACE
NG
NATURAL GRADE
CL
CENTERLINE
OH
OVERHANG (EAVES)
CLF
CHAIN LINK FENCE
PL
PIPELINE
CMP
CORRUGATED METAL PIPE
PB
PULL BOX
CO
CLEAN OUT ( SEWER)
PP
POWER POLE
CONC
CONCRETE
PVC
PLASTIC: PIPE
DL
DAYLIGHT
RCP
REINFORCED CONCRETE PIPE
DI
DROP INLET
RR
RAILROAD
DIA
DIAMETER
R/W
RIGHT OF WAY
DRV
DRIVEWAY
SS
SANITARY SEWER
EC
END CURVE
SL
STREET LIGHT
ELEC
ELECTRIC
SW
SIDEWA_K
EDR
EDGE DIRT ROAD
SDMH
STORM DRAIN MANHOLE
EP
EDGE OF PAVEMENT
SSMH
SANITARY SEWER MANHOLE
ETW
EDGE TRAVELED WAY
TC
TOP OF CURB
EUC
EUCALYPTUS
TELE
TELEPHONE
EVC
END VERTICAL CURVE
TOE
TOE OF'SLOPE
EX
EXISTING
TOG
TOP OF GRATE
FNC
FENCE
TOP
TOP OF SLOPE
FF
FINISH FLOOR
TOW
TOP OF WALL
FG
FINISH GRADE
TYP
TYPICAL.
FH
FIRE HYDRANT
VLT
VAULT
FL
FLOW LINE
WM
WATER METER
FS
FINISH SURFACE
WV
WATER VALVE
NOTE: ABBREVIATIONS SHOWN ABOVE MAY OR
MAY NOT BE EVIDENT ON MAP.
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PHASE 1 ONLY
DRAWING OF RECORD
6/13/19
L. Alberto Lopez
R.C.E. 67602
Exp. 06/30/21
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PROJECT LOCA
HIGHWAY
1
VICINITY MAP
SCALE: N.T.S.
PROJECT CONTACTS:
OWNER / DEVELOPER
OLD RIVER ROAD, LLC
998 HOUSTON STREET, SUITE #C
GROVER BEACH, CA 93433
(805) 481-4033
CML: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA AVE. SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZODPSIINC.COM
SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
5351 OLIVE DRIVE, SUITE 100
BAKERSFIELD, CA 93308
PH: (661)371-2800
CONTACT: ROLLAND VAN DE VALK
RVAN DEVALKODPSII NC. COM
GEOTECH: KRAZAN & ASSOCIATES, INCL
2205 COY AVENUE
BAKERSFIELD, CA 93307
PH: (661)837-9200
CONTACT: DAVID JAROSZ
QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA AVE. SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZODPSIINC.COM
LEGAL DESCRIPTION
BEING A MERGER AND RE -DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT 72-04, LOT "B" OF LOT UNE
ADJUSTMENT NO. 14-0385 AND LOTS 64 AND 65 OF TRACT 6678. ALSO BEING 1, PORTION OF S.W. OF
SEC. 29, T. 30S., R. 27E., M.D.M. IN THE CITY OF BAKERSFIELD.
BENCHMARK
TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND THE NORTH BOUNDARY OF
TRACT MAP No. 6359 PHASE 2.
ELEVATION = 344.54 PER CITY OF BAKERSFIELD DATUM.
BASIS OF BEARINGS
THE BEARING OF S 89'17'52" E FOR THE SOUTH UNE OF THE S.W. 1/4 OF SECTION 29, T.30S., R.27E. M.D.M.
(AND BEING THE CENTERLINE OF McCUTCHEN ROAD) PER TRACT NO. 6359 WAS USED AS FOR THE BASIS OF
BEARING SHOWN ON THIS MAP.
SITE INFORMATION
UTILITIES:
2101 H STREET
BAKERSFIELD, CA 93301
PH: (661)326-3911
WATER RESOURCES DEPT.
1000 BUENA VISTA ROAD
BAKERSFIELD, CA 93311
PH: (661)326-3000
ELECTRIC
PG&E
PH: (877)743-7782
CABLE
BRIGHTHOUSE NETWORKS
PH: (661)323-4892
TELEPHONE
TW TELECOM
PH: (661)616-5500
SEWED/STORM DRAIN
CITY OF BAKERSFIELD
PUBLIC WORKS
PH: (551)326-3724
UNDERGROUND UTILITY STATEMENT
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE
PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE: BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES
SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH
INFORMATION OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS FRIOR TO CONSTRUCTION BY
CALLING 811.
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BEING A MERGER AND RE -DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT 72-04, LOT "B" OF LOT UNE
ADJUSTMENT NO. 14-0385 AND LOTS 64 AND 65 OF TRACT 6678. ALSO BEING 1, PORTION OF S.W. OF
SEC. 29, T. 30S., R. 27E., M.D.M. IN THE CITY OF BAKERSFIELD.
BENCHMARK
TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND THE NORTH BOUNDARY OF
TRACT MAP No. 6359 PHASE 2.
ELEVATION = 344.54 PER CITY OF BAKERSFIELD DATUM.
BASIS OF BEARINGS
THE BEARING OF S 89'17'52" E FOR THE SOUTH UNE OF THE S.W. 1/4 OF SECTION 29, T.30S., R.27E. M.D.M.
(AND BEING THE CENTERLINE OF McCUTCHEN ROAD) PER TRACT NO. 6359 WAS USED AS FOR THE BASIS OF
BEARING SHOWN ON THIS MAP.
SITE INFORMATION
UTILITIES:
2101 H STREET
BAKERSFIELD, CA 93301
PH: (661)326-3911
WATER RESOURCES DEPT.
1000 BUENA VISTA ROAD
BAKERSFIELD, CA 93311
PH: (661)326-3000
ELECTRIC
PG&E
PH: (877)743-7782
CABLE
BRIGHTHOUSE NETWORKS
PH: (661)323-4892
TELEPHONE
TW TELECOM
PH: (661)616-5500
SEWED/STORM DRAIN
CITY OF BAKERSFIELD
PUBLIC WORKS
PH: (551)326-3724
UNDERGROUND UTILITY STATEMENT
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE
PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE: BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES
SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH
INFORMATION OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS FRIOR TO CONSTRUCTION BY
CALLING 811.
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DRAWING OF RECORD
6/13/19
L. Alberto Lopez R.C.E. 67602
Exp. 06/30/21
TRACT BOUNDARY
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LEGEND:
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NO. 0205195833, O.R.
L 512 L.F. 8"
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85
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PHASE 1 ONLY
DRAWING OF RECORD
A0_
6/13/19
L. Alberto Lopez
R.C.E. 67602
Exp. 06/30/21
6" F,E HYDRANT
ASSEMBLY
1 " WATER O 1
SER\'ICE TYP. PHASE 3
1" WFTER Q PHASE 1
SERVI'E TYP.
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I f
TRACT 7267
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LEGEND:
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STORM DRAIN MANHOLE
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63 /
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7 V
PHASE 1 ONLY
DRAWING OF RECORD
A0_
6/13/19
L. Alberto Lopez
R.C.E. 67602
Exp. 06/30/21
6" F,E HYDRANT
ASSEMBLY
1 " WATER O 1
SER\'ICE TYP. PHASE 3
1" WFTER Q PHASE 1
SERVI'E TYP.
T1, Li
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29
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27
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124 L.F. 8"
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L ASSEMB _>'
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2 36 L.F. 8"
PVC WATER LINE__
c
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'- 8"x18" EL
1 J" LANDSCAPE
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93 L.F. 8"
PVC WATER LINE
B" GV
\ 12" IMAIN NTO EXISTING
BERKSHIRE RO
I f
TRACT 7267
TRACT BOUNDARY
LEGEND:
(`,
(E) STORM DRAIN MANHOLE
ONEW
STORM DRAIN MANHOLE
0)
(E) SEWER MANHOLE
ONEW
SEWER MANHOLE
C�
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NEW WATER METER
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Z
NEW GATE VALVE
-
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—X—
6' CHAIN LINK FENCE
NOTES:
ALL STATION LABELS ARE C/L STATIONING
UNLESS
OTHERWISE INDICATED.
OFIRE
HYDRANT ASSEMBLY
PER COB DETAIL W-3, SHEET 4
OBLOW
2
OFF ASSEMBLY (TEMP)
PER COB DETAIL W-6, SHEET 4
O
SERVICE CONNECTION
OSTANDARD
PER COB DETAIL W-8, SHEET 4
O
SHALL INSTALL THRUST
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OFF ASSEMBLY IN PAVEMENT
THE DELIVERY OF THIS DRAWING SHOULD NOT BE
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W
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GUTTER CENTER STREET
FLOWLINE PIPE TRENCH RIGHT-OF-WAY
I A SEE PLAN 1 2' TYPICAL I
NA AVE BACKF7LL COMPACTED TO
90% RELA77VE AT MAXIMUM DRY
DENSITY, EXCEPT AS MODIFIED BY
SPECIAL PROVISION.
2 95X WHEN 1N STREET R/W
% I METALLIC PIPE IDENTIFIER TAPE.
`D# SELECT MATERIAL COMPACTED TO
85X RELA 77 VE DENSITY.
i
TRENCH ZONE COMPACTED TO
85X MIN. RELAT7W DENSITY.
EXCAVATE TO CLEAR PIPE BELL s» I •*
MIN. MIN.
PIPE O.D. 12"-24'
* 42" MINIMUM FOR 12" DIAMETER MAINS & SMALLER
48' MINIMUM FOR LARGER THAN 12' DIAMETER PIPE
**6' MINIMUM FOR MAINS LESS THAN 12' DIAMETER
12' MINIMUM FOR MAINS 12" DIAMETER AND GREATER
NOTES:
1) WATER MAIN SHALL BE LOCATED 2' FROM RIGHT-OF-WAY WHEN POSSIBLE.
2) IN PAVED AREA MINIMUM COVER SHALL BE MEASURED FROM LOWEST GUTTER
FLOWUNE GRADE.
3) IN PAVED AREAS, SPECIFICA77ONS FOR STREET STRUCTURAL SECTION, OR
PAVEMENT PATCHING SPECIRCA77ON SHALL SUPERCEDE BACKFILL AND
COMPAC77ON STATED.
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD, CALIFORNIA
STANDARD PIPE TRENCH
PLATE No.
APPROVED:
NAGER --WATER RESOURCES DEPARTMENT DATE REV. 1-9-09
22 1/2' ELL
TEE
TEE
CROSS
BACK OF -- 12"
THRUST BLOCK SCHEDULE
s
SIDEWALK
TABLE BELOW)
BEARING AREA IN SQUARE FEET
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SIZE
TEE OR 90ELL 451rLL 22 1/2' ELL
PLUG
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3
4 2 2
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MAIN
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t:ONCRETE THRUST BLOCK
PROFILE VIEW PER DETAIL W-2
fi= 36' MINIMUM aE,43 .SPACE SHALL BE MAINTAINED AROUND FIRE HYDRANTS
O Q j
WATER RESOURCES DEPARTMENT
a
CITY 01- BAKERSFIELD, CALIFORNIA
FIRE HYDRANT ASSEMBLY
..
APPROVED:
PLATE No.
Lw
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W-3
MANAGE -
WA RE ROES DEPARTMENT DATE
REV. 9-13-16
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WATER
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CITY
OF
BAKERSFIELD,
CALIFORNIA
END
OF LINE
-BLOWOFF
ASSEMBLY -UNPAVED AREA
APPROVED:
i
i ''
PLATE No.
W-6
MAN ER - WATER RESOURCES DEPARTMENT
DATE
REV. 9-16-14
22 1/2' ELL
TEE
TEE
CROSS
NO TES.
1) ALL VALVES, F7TTINGS, AND DIRECTIONAL CHANGES ARE TO BE HELD IN PLACE
BY CONCRETE THRUSTS BLOCKS
2) BEARING AREAS INDICATED ARE BASED ON ALLOWABLE SOIL PRESSURE OF 1500 PSF.
3) CONCRETE /S NOT TO BEAR AGAINST PIPE. 7HRUST BLOCK TO ONLY BE /N
CONTACT WITH F7T77NG.
4) THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL.
5) JOINTS SHALL BE KEPT CLEAR OF CONCRETE.
6) 7HRUST BLOCKS SHALL BE CLASS S" CONCRETE HAVING A MINIMUM OF 5 SACKS
PORTLAND CEMENT (470 LBS/CY) & A MINIMUM UL77MA7F COMPRESSIVE STRENGTH OF 3000 psi.
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD, CALIFORNIA
THRUST BLOCK DETAIL
APPROVED: / ` i % PLATE No.
MA GER - WATER RESOURCES DEPARTMENT DATE REV. 3-22-16
BACK OF -- 12"
THRUST BLOCK SCHEDULE
s
SIDEWALK
TABLE BELOW)
BEARING AREA IN SQUARE FEET
®
m
PIPE
SIZE
TEE OR 90ELL 451rLL 22 1/2' ELL
PLUG
CROSS
VALVE
4-6
3
4 2 2
1.5 EA.
3.0
8"
5
7 4 2
3.0 £A.
5.5
10
8
11 6 3
4.5 EA.
9.0
12
11
16 8 4
6.5 EA.
t 3.0
16'
16
23 13 7
8.0 EA.
16.0
NO TES.
1) ALL VALVES, F7TTINGS, AND DIRECTIONAL CHANGES ARE TO BE HELD IN PLACE
BY CONCRETE THRUSTS BLOCKS
2) BEARING AREAS INDICATED ARE BASED ON ALLOWABLE SOIL PRESSURE OF 1500 PSF.
3) CONCRETE /S NOT TO BEAR AGAINST PIPE. 7HRUST BLOCK TO ONLY BE /N
CONTACT WITH F7T77NG.
4) THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL.
5) JOINTS SHALL BE KEPT CLEAR OF CONCRETE.
6) 7HRUST BLOCKS SHALL BE CLASS S" CONCRETE HAVING A MINIMUM OF 5 SACKS
PORTLAND CEMENT (470 LBS/CY) & A MINIMUM UL77MA7F COMPRESSIVE STRENGTH OF 3000 psi.
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD, CALIFORNIA
THRUST BLOCK DETAIL
APPROVED: / ` i % PLATE No.
MA GER - WATER RESOURCES DEPARTMENT DATE REV. 3-22-16
1" TO 2" COPPER TUBING*
(AS SPECIFIED) ANGLE METER STOP
1 " TO 2" COPPER
STEEL INSERT TUBING* (AS
DOUBLE STRAP SERVICE SPECIFIED)
CORPORA TION SADDLE, BRONZE OR
STOP MALLEABLE IRON WITH
STAINLESS STEEL STRAPS
USE APPROVED SADDLE O
FOR P VC PIPE.
45• (15• TOLERANCE)
I
*TUBING SHALL BE TYPE "K"
COPPER /N ACCORDANCE W!T?-'
ASTM B-88 & CITY SPECIFICATIONS.
LONG SIDE SERVICE SHORT SIDE SERVICE
i
METER SIZE METER BOX
12'x17'-CHRISTY CONCRETE
1. PRODUCTS, INC - NO. B-12.
1 1/2' AND 2" 17 1/4'x30' CHRISTY CONCRETE
PROOUCTS INC. - No. B-36.
NO TS
1. THE LONG SIDE SERVICE FOR A I' METER SHALL BE 1' COPPER TUBING AND A
1' METER STOP. ALL 1" TO 2' SHORT SIDE SERVICES SHALL BE OF COPPER TUBING. j
2. ALL OTHER SERVICE SIZES SHALL INCORPORATE LIKE SIZES FOR CORPORAT70N STOPS,
COPPER TUBING, ANGLE METER STOPS, AND METER. i.e., A 1-1/2' SHORT OR LONG SERVICE
SHALL CONSIST OF 1-1/2' COPPER TUBING, 1-1/2' METER STOP, AND 1-1/2' METER
(TO BE INSTALLED BY OTHERS).
3. A 7RAFFIC RATED CONCRETE METER BOX IS REQUIRED WHEN SERVICE IS LOCATED /N DRIVEWAY SIDE.
4. TEMPORARY OR PERMANENT BACKFLOW PROTEC7701V DEVICE MAY BE REQUIRED FOR ANY SERVICE
CONNECT70N AS DETERMINED BY WATER RESOURCES
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD, CAL-IFORNIA
STANDARD SERVICE CONNECTION - 1" TO 2"
APPROVED: z4-2-i
l PLATE No.
,76 W-8
MANA ER - WATRESOURCES DEPARTMENT DATE REV. 3-22-16
PR"
0
N
WA ]E7' MAIN (8' AM.)
WNIMUM
aomw OF
LINE
PLAN VIEW
RM TETE X FLANGED
TEG
-90' FLMIGED ELBOW
BOL To T O TEE
VALVE
FIRE DEPARTMENT APPROVED
HYDRANT ASSEMBLY
CLOW 850 OR SIMILAR
W7H 2 1/2'0 & 400 OUTLETS
SEE DETAIL W -M FOR
LOCA 770AIS AT PARKWAYS
CONCRETE PAD
AROUhD VAL VE BOX —�
MAL VE BOX W/
aaa UD -SEE
DETAIL W-12.
BACK OF -- 12"
ME TERBOX- (SEE
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TABLE BELOW)
6' SID. BURY
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8 ml POLYNRAP
OTHERS)
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ANGLE METER STOP
METER TO BE SET
v
BY Cl TY.
LONG SIDE (NO SPLICES
"j�SHORT SIDE
�
PERMI T7ED IF LESS
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THAN 100 FT.) -�
MAIN
1" TO 2" COPPER TUBING*
(AS SPECIFIED) ANGLE METER STOP
1 " TO 2" COPPER
STEEL INSERT TUBING* (AS
DOUBLE STRAP SERVICE SPECIFIED)
CORPORA TION SADDLE, BRONZE OR
STOP MALLEABLE IRON WITH
STAINLESS STEEL STRAPS
USE APPROVED SADDLE O
FOR P VC PIPE.
45• (15• TOLERANCE)
I
*TUBING SHALL BE TYPE "K"
COPPER /N ACCORDANCE W!T?-'
ASTM B-88 & CITY SPECIFICATIONS.
LONG SIDE SERVICE SHORT SIDE SERVICE
i
METER SIZE METER BOX
12'x17'-CHRISTY CONCRETE
1. PRODUCTS, INC - NO. B-12.
1 1/2' AND 2" 17 1/4'x30' CHRISTY CONCRETE
PROOUCTS INC. - No. B-36.
NO TS
1. THE LONG SIDE SERVICE FOR A I' METER SHALL BE 1' COPPER TUBING AND A
1' METER STOP. ALL 1" TO 2' SHORT SIDE SERVICES SHALL BE OF COPPER TUBING. j
2. ALL OTHER SERVICE SIZES SHALL INCORPORATE LIKE SIZES FOR CORPORAT70N STOPS,
COPPER TUBING, ANGLE METER STOPS, AND METER. i.e., A 1-1/2' SHORT OR LONG SERVICE
SHALL CONSIST OF 1-1/2' COPPER TUBING, 1-1/2' METER STOP, AND 1-1/2' METER
(TO BE INSTALLED BY OTHERS).
3. A 7RAFFIC RATED CONCRETE METER BOX IS REQUIRED WHEN SERVICE IS LOCATED /N DRIVEWAY SIDE.
4. TEMPORARY OR PERMANENT BACKFLOW PROTEC7701V DEVICE MAY BE REQUIRED FOR ANY SERVICE
CONNECT70N AS DETERMINED BY WATER RESOURCES
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD, CAL-IFORNIA
STANDARD SERVICE CONNECTION - 1" TO 2"
APPROVED: z4-2-i
l PLATE No.
,76 W-8
MANA ER - WATRESOURCES DEPARTMENT DATE REV. 3-22-16
PR"
0
N
WA ]E7' MAIN (8' AM.)
WNIMUM
aomw OF
LINE
PLAN VIEW
RM TETE X FLANGED
TEG
-90' FLMIGED ELBOW
BOL To T O TEE
VALVE
FIRE DEPARTMENT APPROVED
HYDRANT ASSEMBLY
CLOW 850 OR SIMILAR
W7H 2 1/2'0 & 400 OUTLETS
SEE DETAIL W -M FOR
LOCA 770AIS AT PARKWAYS
CONCRETE PAD
AROUhD VAL VE BOX —�
MAL VE BOX W/
aaa UD -SEE
DETAIL W-12.
* PROPERTY LINES (fj
METER BOXES 2'-
& SERVICES 2'
WA TER MAIN �� a
SIDEWALK
OF CURB & GUTTER
C OF STREET - -
METER BOXES
& SERVICES
Nr :
'K SID. POS177ON - UNUSUAi_ LOT DESIGN SI RIA77ONS
MAY WARRANT DIFFERENT POSIT701V OF WA7FR SERVICE.
ALTERNATE POS177ONS SF64LL 8E SUBMITTED TO CITY
FOR APPROVAL. CONCRE71'- BOX IV07F SEE W-8 & W-9.
7PAFF7C RATED METER BOX (CONC.) IN S7RSETS
Of? DRIVEWAYS
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD, CALIFORNIA
TYPICAL_ METER BOX LOCATION
APPROVED: ' 1 7 i PLATE No.
MA GER - WATER RESOURCES DEPARTMENT ' DATE REV. 1-9-09
2" BRASS PLUG
2" BALL VALVE
JAMES JONES J-1943
OR EQUAL
CAST IRON
TRAFFIC LID
Y f..
#4 REBAR/
2 "x6 " BRASS OR
BRONZE NIPPLE, `
WRAP WI TH 5 MIL.
TAPE
2" BRASS OR -
BRONZE COUPLING
2"X12" BRASS NIPPLE -
2" BRONZE
90' ELL —
POUR AGAINST
UNDISTURBED OR
COMPACTED BACKFILL
6"
TYPICAL
I TOP OF CONCRETE" PAD
5TREE T GRADFINISH PAD ) 9ELOW
Q . 1 y' •d 6., �' \
,4 REBAR
90' ELL
BRASS BROOKS #37 P )X
CONCRETE OR J=QUAL
�- 2" BRONZE CA TE VALVE
�-- 2" BRASS NIPPLE
(TO FIT) WRAP WITH
5 MIL. TAPE
2"x12" BRASS
11" -NIPPLE
WA TER MAIN
RING 77 TE CAP
TAPPED FOR 2" PIPE
(BLOCK CAP WITH STANDARD
CONCRETE THRUST BLOCK)'
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD, CALIFORNIA
BLOWOFF ASSEMBLY - PAVED AREA
APPROVED: / J /� ,' ,
PLATZ No.
MMATAGER - WATER RESOURCES DEPARTMENT DATE REV. 1-9-09
PHASE 1 ONLY
DRAWING OF RECORD
6/13/19
L. Alberto Lopez R.C.E. 67602
Exp. 06/30/21
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PER DETAIL W-2
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GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND
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WATER RESOURCES DEPARTMENT
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FIRE HYDRANT ASSEMBLY
..
APPROVED:
PLATE No.
/0.7- /�
W-3
MANAGE -
WA RE ROES DEPARTMENT DATE
REV. 9-13-16
* PROPERTY LINES (fj
METER BOXES 2'-
& SERVICES 2'
WA TER MAIN �� a
SIDEWALK
OF CURB & GUTTER
C OF STREET - -
METER BOXES
& SERVICES
Nr :
'K SID. POS177ON - UNUSUAi_ LOT DESIGN SI RIA77ONS
MAY WARRANT DIFFERENT POSIT701V OF WA7FR SERVICE.
ALTERNATE POS177ONS SF64LL 8E SUBMITTED TO CITY
FOR APPROVAL. CONCRE71'- BOX IV07F SEE W-8 & W-9.
7PAFF7C RATED METER BOX (CONC.) IN S7RSETS
Of? DRIVEWAYS
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD, CALIFORNIA
TYPICAL_ METER BOX LOCATION
APPROVED: ' 1 7 i PLATE No.
MA GER - WATER RESOURCES DEPARTMENT ' DATE REV. 1-9-09
2" BRASS PLUG
2" BALL VALVE
JAMES JONES J-1943
OR EQUAL
CAST IRON
TRAFFIC LID
Y f..
#4 REBAR/
2 "x6 " BRASS OR
BRONZE NIPPLE, `
WRAP WI TH 5 MIL.
TAPE
2" BRASS OR -
BRONZE COUPLING
2"X12" BRASS NIPPLE -
2" BRONZE
90' ELL —
POUR AGAINST
UNDISTURBED OR
COMPACTED BACKFILL
6"
TYPICAL
I TOP OF CONCRETE" PAD
5TREE T GRADFINISH PAD ) 9ELOW
Q . 1 y' •d 6., �' \
,4 REBAR
90' ELL
BRASS BROOKS #37 P )X
CONCRETE OR J=QUAL
�- 2" BRONZE CA TE VALVE
�-- 2" BRASS NIPPLE
(TO FIT) WRAP WITH
5 MIL. TAPE
2"x12" BRASS
11" -NIPPLE
WA TER MAIN
RING 77 TE CAP
TAPPED FOR 2" PIPE
(BLOCK CAP WITH STANDARD
CONCRETE THRUST BLOCK)'
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD, CALIFORNIA
BLOWOFF ASSEMBLY - PAVED AREA
APPROVED: / J /� ,' ,
PLATZ No.
MMATAGER - WATER RESOURCES DEPARTMENT DATE REV. 1-9-09
PHASE 1 ONLY
DRAWING OF RECORD
6/13/19
L. Alberto Lopez R.C.E. 67602
Exp. 06/30/21
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