HomeMy WebLinkAbout1.6-7267 Ph 1 & 2 Record DrawingAIf1TC-
1. CONTRACTOR TO POTHOLE AND HELD 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 OF
BAKERSFIELD, WATER RESOURCES DIVISION, STANDARDS AND SPECIFICATIONS FOR
DOMESTIC WATER SYSTEMS.
2. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND
SUPERVISION NECESSARY TO COMPLETE INSTALLATION.
3. TRENCHING, BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE
WITH THE CITY OF BAKERSFIELD STANDARD DETAILS W-1 AND S-39, UNLESS NOTED
OTHERWISE ON THE PLANS.
4. BEDDING AND BACKFILL'
ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD
SPECIFICATIONS, CURRENT EDITION.
BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS.
THE TRENCH BACKFILL SHALL BE COMPACTED TO NINETY PERCENT (90%) MAXIMUM
RELATIVE DENSITY.
BACKFILL MATERIALS IN THE PIPE ZONE SHAT BE PLACED IN LAYERS NOT TO
EXCEED TWELVE (12) INCHES, SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN
SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND
GRADE.
BACKFILL MATERIAL ABOVE THE PIPE ZONE SHAT BE FREE OF DELETERIOUS
MATERIALS AND LUMPS OR STONES EXCEEDING THREE INCHES (3-) IN GREATEST
DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN INCHES
(18').
EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL
TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL
NOT BE ALLOWED.
THERE MUST BE AT LEAST ONE FOOT (1.00') OF COVER OVER THE PIPE BEFORE
COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED.
SPRINGLINE TO BE TESTED ON TWELVE INCH (1Y) AND LARGER DIAMETER PIPES.
IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS
BEDDING AND BACKFILL MATERIAL SHAT BE DISPOSED. BY ANY LEGAL MEANS AT THE
DISPOSAL OF THE CONTRACTOR.
THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF
IN-SITU MATERIALS.
5. INITIAIBACKFIL II
AFTER THE PIPE HAS BEEN PROPERLY WD AND INSPECTED, INITIAL BACKFILL SHALT.
BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER
THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION
SHOWN ON THE PLANS.
THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING, AND
THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE
ENGINEER PRIOR TO COMMENCING OPERATIONS.
IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER.
HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE
USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED.
6. SUBSEQUENT BA.CKFl I
ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE
MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE
CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED.
NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR
ROLUNG, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER.
WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROVING, 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
ROVING BEFORE SUCCEEDING LAYERS ARE PLACED.
SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROVING SHALL BE FREE FROM
STONES OR LUMPS EXCEEDING THREE INCHES (3') IN GREATEST DIMENSION,
VEGETABLE MATER, OR OTHER UNSATISFACTORY MATERIALS.
IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE
STREET.
WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS.
7. BACKFILL TESTING AND COMPACTION,
EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE
COMPACTION OF NOT LESS THAN IS SHOWN ON CRY OF BAKERSFIELD STANDARD
DETAIL S-39, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION
SHALL BE NO LESS THAN NINETY -FLUE PERCENT (95%) MAXIMUM RELATIVE DENSITY
FOR THE UPPER FINISHED THIRTY INCHES (30'), AND SHALL BE DETERMINED BY
CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND
ONE OF THE FOLLOWING: D2922 OR D1556.
IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE
SPECIFIED COMPACTION, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTA.
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.
CITY OF BAKERSFIELD, COUNTY OF KERN CALIFORNIA
10. INSTALLATION OF WATER LINE:
THE CONTRACTOR SHALL FURNISH AND INSTALL THE WATER LINES AS SHOWN ON THE
CONSTRUCTION PLANS AND IN ACCORDANCE WITH THESE DETAILED SPECIFICATIONS,
CITY OF BAKERSFIELD STANDARDS, AND THE STANDARD SPECIFICATIONS.
THE CONTRACTOR SHALL VERIFY BY POTHOUNG THE EXACT LOCATION OF ALL
CONNECTION POINTS AND ALL OTHER UTILITIES OR APPURTENANCES THAT MAY
POTENTIALLY INTERFERE WITH INSTALLATION OF WATER FACILITIES PRIOR TO
PERFORMING ANY WORK.
THE CONTRACTOR SHALL IDENTIFY AND DIRECT THE ENGINEER'S ATTENTION TO
LOCATIONS WHERE ADJUSTMENTS TO UNE. GRADE, AND/OR LOCATION ARE NECESSARY.
THE ENGINEER WILL DETERMINE NECESSARY ADJUSTMENTS TO LINE, GRADE OR
LOCATION.
11. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST TWO (2) WORKING
DAYS BEFORE COMMENCEMENT OF CONSTRUCTION. TELEPHONE 1-800-227-2600.
12. CALIFORNIA WATER SERVICE COMPANY. AS AGENT FOR INSPECTION TO THE CITY OF
BAKERSFIELD, SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO
START OF CONSTRUCTION.
13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
SHAT APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: 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 THE
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
14. PARK SQUARE, LLC SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE
APPROVED IN WRITING BY PARK SQUARE, LLC.
15. P.LV.S ARE NOT REQUIRED PROVIDED THAT TAMPER SWITCH IS INSTALLED ON CHECK
VALVE, AND OS&Y VALVES ARE USED. FDCS CAN BE INCORPORATED WITH CHECK
VALVES AND DO NOT REQUIRE SEPARATE RETURN LINES. CONTACT CRY OF
BAXERSFIELD FIRE DEPARTMENT FOR ADDITIONAL REQUIREMENTS.
16. ALL FIRE HYDRANTS ARE TO BE FLANGED TO THE TEE HYDRANTS TO BE NOT LESS
THAN FIVE FEET (5') FROM VALVE. HYDRANTS ARE TO BE TEN FEET (10') OR LESS
FROM GUTTER FLOWUNE.
17. CONTRACTOR TO ENSURE THAT ALL FIRE HYDRANTS SHALL NOT BE PLACE WITHIN FIVE
(5) FEET OF ANY EXISTING OR PROPOSED WALLS, STREET UGHTS, OR ANY OTHER
OBSTRUCTIONS.
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.
19. POLY SERVICES WILL BE PERMITTED FOR 1.5• AND 2- SERVICES.
20. DUST CONTROL PLAN: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL
PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON
SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE.
CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN.
21. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE
DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION
OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY
WITH THE PROVISIONS OF SAID PLAN.
ENGINEERS CERTIFICATE
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF
BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL
IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
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.
CITY ACKNOWLEDGEMENT OF WATER PIANS 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.
7
CITY OF ERSRELD WATER RESOURCES DEPT. --DATEµ
WATER
DOMESTIC WATER
QUANTITIES
ITEMS QUANTITY
UNIT
8• PVC
4754
LF.
12* PVC
1231
LF.
8• VALVES
19
EA.
12' VALVES
6
EA.
VALVE BOXES
25
EA
BLOW OFF
5
EA.
1• SERVICES
112
EA.
METER W/BOXES
114
EA
FIRE HYDRANT (INCLUDING GATE VALVE) 13
EA
WHARF HYDRANTS
3
EA
TIE-IN LOCATIONS
2
EA
11VATER PLANS
•
TRACT
7267
I \
71
W 66 38 37� I
65
56
47 48 55 67 _n.. i9
u y
t! 57 68
49 54 E E II _ 2 40 3 \
LJ i 44.. 5 -3 53 59 6Y3 I.' 70 58 63 69
4t 35�
53
! _ 80
43 a
a 34
t _ _
s Yr -
IN
�!/� - ! 42 xs,.,.No..o 33
o 41 40 : 39 38 37 36 35e 34 33. 32 31 29 30. 31 32
11
i
I\ I 22 23 24 25 26 27 28 29 .I 30 28 : 27 26 25 24 y '�
SII 23
_
21
_ I 22 // 1
yI- SMYIIPP'EA WN'E / ,
20 2I 21
19 IS3 14 15 16 17 18 19 0
- 8 9 10 112 13 W74 12 11 f0 9 8 7
1 6
7 c1 '/ � / // N
�'�� 7 6 5 4 v 3 2 1 2 3 4 5//
KEY MAP W
SCALE: 1•=200'
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 PRIOR TO CONSTRUCTION BY
CAVING 811 OR 1-800-227-2600.
ABBREVIATIONS
AC
SHEETINDEX
GRD
GROUND
SHEET
N0.
GUY
DRAWING
1
BLOCK WALL
GV
TITLE SHEET
2
BACK OF WALK
HB
WATER PLAN
3
BUTTERFLY VALVE
INV
WATER PLAN CONTD.
4
CABLE TELEVISION BOX
JP
DETAILS SHEET
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 PRIOR TO CONSTRUCTION BY
CAVING 811 OR 1-800-227-2600.
ABBREVIATIONS
AC
ASPHALT
GRD
GROUND
BLDG
BUILDING
GUY
GUY WIRE
BLKW
BLOCK WALL
GV
GATE VALVE
BW
BACK OF WALK
HB
HOSE BIB
BV
BUTTERFLY VALVE
INV
INVERT ELEVATION
CAN
CABLE TELEVISION BOX
JP
JOINT POLE
CB
CATCH BASIN
NG
NATURAL GRADE
CF
CURB FACE
OH
OVERHANG (EAVES)
CL
CENTERLINE
PL
PIPELINE
CLF
CHAIN LINK FENCE
PB
PULL BOX
CMP
CORRUGATED METAL PIPE
PP
POWER POLE
GO
CLEAN OUT (SEWER)
PVC
PLASTIC PIPE
GONG
CONCRETE
RCP
REINFORCED CONCRETE
DL
DAYLIGHT
RR
PIPE RAILROAD
DI
DROP INLET
R/W
RIGHT OF WAY
DIA
DIAMETER
SS
SANITARY SEWER
DRV
DRIVEWAY
SL
STREET UGHT
ELEC
ELECTRIC
SW
SIDEWALK
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
FNC
FENCE
TOE
TOE OF SLOPE
FF
FINISH FLOOR
TOG
TOP OF GRATE
FG
FINISH GRADE
TOP
TOP OF SLOPE
FH
FIRE HYDRANT
TOW
TOP OF WALL
FL
FLOW LINE
TYP
TYPICAL
FS
FINISH SURFACE
VLT
VAULT
GB
GRADE BREAK
Will
WATER METER
GM
GAS METER
WV
WATER VALVE
o
OHE
OVERHEAD ELECTRICAL
NOTE ABBREVIATIONS SHOWN ABOVE MAY OR MAY NOT BE EVIDENT ON MAP
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VICINITY MAP
SCALE: N.T.S.
PROJECT CONTACTS: P�fAsE 2
OWNER / DEVELOPER' ..,n� ",.]�,%IN ®F RECORD
RIVER RANCH COMMUNITY, LLC. 1L / : ; " v e
998 HUSTON STREET, SUITE #C
GROVER BEACH, CA 93433
(805) 481-4033
CML• DIVERSIFIED PROJECT SERVICES INTERNATIONAL .ALBERTO LO R.C.E. 67602
1998 SANTA BARBARA AVE, SUITE 200 EXP 6/30/ 11
SAN LUIS OBISPO. CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZODPSIINC.COM
SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
5351 OLIVE DRIVE, SUITE 100
p1LOFES$/O
DISTRICT BLVD
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CONTACT: ROLLAND VAN DE VALK
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RVANDEVALKODPSIINGCOM
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GEOTECH: KRAZAN & ASSOCIATES, INCL
7,205 COY AVENUE
BAKERSFIELD.61)837-9200307
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CONTACT: DAVID JAROSZ
HARRIS ROAD
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1998 SANTA BARBARA ST., SUITE 200 FTTl1 L
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CONTACT: ALBERTO LOPEZ
Sl:.7F 6€;oC,
ALOPEZODPSIINC.COM
L. ALtihNTO LOP
R. C. E. 67602
EXP. 6, 3Ui
LEGAL DESCRIPTION
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VICINITY MAP
SCALE: N.T.S.
PROJECT CONTACTS: P�fAsE 2
OWNER / DEVELOPER' ..,n� ",.]�,%IN ®F RECORD
RIVER RANCH COMMUNITY, LLC. 1L / : ; " v e
998 HUSTON STREET, SUITE #C
GROVER BEACH, CA 93433
(805) 481-4033
CML• DIVERSIFIED PROJECT SERVICES INTERNATIONAL .ALBERTO LO R.C.E. 67602
1998 SANTA BARBARA AVE, SUITE 200 EXP 6/30/ 11
SAN LUIS OBISPO. CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZODPSIINC.COM
SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
5351 OLIVE DRIVE, SUITE 100
p1LOFES$/O
BAKERSFIELD, CA 93308
PH: (661)371-2800
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CONTACT: ROLLAND VAN DE VALK
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RVANDEVALKODPSIINGCOM
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7,205 COY AVENUE
BAKERSFIELD.61)837-9200307
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CONTACT: DAVID JAROSZ
QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL I�r�
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SAN LUIS 0&SPO, CA 93401 I RECORD
PH: (805)2LBERTO 1 ,1 •
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CONTACT: ALBERTO LOPEZ
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ALOPEZODPSIINC.COM
L. ALtihNTO LOP
R. C. E. 67602
EXP. 6, 3Ui
LEGAL DESCRIPTION
_
BEING A SUBDMSION OF LOTS 18 & 23 OF SALES MAP OF THE
LANDS OF KERN COUNTY LAND COMPANY FOR SEC. 29 T.30S, R.27E. ALSO BEING A PORTION OF THE
S.W. 1/4 OF SEC. 29, T. 30 S., R. 27 E, M.D.B.M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN,
STATE OF CALIFORNIA
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.B.M. (AND BEING THE CENTERUNE OF McCUTCHEN ROAD) PER TRACT NO. 6359 WAS
USED AS THE BASIS OF BEARING SHOWN ON THIS MAP.
SITE INFORMATION
APN: 540-010-17 & 540-010-14
NUMBER OF LOTS: 113 - 31.44 GROSS ACRES
PHASE 1 - 71 LOTS - 19.67 GROSS ACRES
PHASE 2 - 42 LOTS - 11.77 GROSS ACRES
UTILITIES:
CRY FIRE DEPARTMENT
2101 H STREET
BAKERSFIELD, CA 93301
PH: (661)326-3911
B WATER RESO RES DEPT,
1000 BUENA VISTA ROAD
BAKERSFIELD, CA 93311
PH: (661)326-3000
PC &E
PH: (877)743-7782
BRIGHTHOUSE NETWORKS
PH: (661)323-4892
TW TELECOM
PH: (661)616-5500
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1.6-7267 PH 1 & 2
1 HE OFJNE1tY pF THIS pMIMNG SHOULD NOT BE
CONSTRUED TO P0.pVIDEM! E%PRESSNHRMM1T' OR
GIWUNIEE TO NttONETR4TlLLL0MEn51ttSgNp
pETIJL3IAE EXACTORTOINDICAIE TWITIHEUSE
OFTHISORANiNGIMPLIESTIEREVIE NPHD
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.—
... - — -- — -- .. .. _ _
--`— — — _ 71E IN TO THE
+ 6 FIRE RANT
- }574 LF 12' PVC ASSEMBLY 12 BV
' I - r J WATER LINE
1 20'
TRACT 12'X2' 4 `o'
+ BOUNDARY - 4 2 z12 z8' TEE 12' BV - 100' WIDE PG&E EASEMENT AS \ REDUCER J L I
LANDSCAPE 12 �, ' Ii=` ... RECORDED MAY 72, 7953, IN 2 BLOW OFF IN BOX ABANDON (E) WATER
ROAD IRRIGATION BOOK 2079, PAGE 544, O.R., PER DETAIL W-6, WELL PER KERN COUNTY
BERKSHIRE METER + AND MAY 15, 1953, BOOK
-. 595 LF 12' PVC _ - :_- "`A% 8. i� 2081, PAGE 223 O.R. \ SHEET REQUIREMENTS. HEALTH
_ WATER LINE -.. ^^�� _ REQUIREMENTS.
--
- i 66 WATER WELL SITEM
122 LF'l PVC -. q..'= -.=-:" ' O s FIRE HYDRANT 38 LOT 37 \
—sp .„.N.Mq- 12"x12'z8 TEE :{ -_--` `rt =N _ � =— —_ 1' WATER SERNC 2' BLOW OFF IN
ASSEMBLY
�-- W TLINE O . ` 12 BV _ _ f,, I ! I 3 O W 4 SHEET 4 \ }
A _ Box, SEE DEAL.
-��� 1 WATER SERVICE j _.. �. 1 WATER SERVICE , i I
+�� I 2' BLOW OFF IN 56 65 �', �3 WATER LINE
\ 1 37 LF 8" PJC
REMOVE BLOW
OFF VALVE AND A I TYP.
TIE INTO EXISTING
TER MAIN
O6 FlRE HYDRANT
ASSEMBLY
0' J 50' too'
47
(E) STORM DRAIN MANHOLE
3 t' WATER SERVICE
TP.
M
ONEW
STORM DRAIN MANHOLE
266 LF 6' PVC
WATER LINE
r
rc
46
(E) SEWER MANHOLE
IL
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NEW SEWER MANHOLE
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(E) FIRE HYDRANT
45
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K
NEW FIRE HYDRANT
n
W
6
(E) BLOWOFF VALVE
Q
EX/'. 6130/1'}.
3
! 44
W
w
O7• WATER SERVICE
NEW BLOWOFF VALVE
0
TYP.
O8' 45' EL i8' 45' EL i
a
43
NEW WATER METER
w
O
(E) WATER METER
117 LF
m
PVC WATERER
LINE
BOX. SEE DETAIL
W-4. SHEET 4.
48 55
i'
424 LF B" PJC j F
WATER LINE
64
57
tl
w
> 49 >
54
1' WATER SERVIC I 1 �0 11 �, a 1
�!' TYP. , i1 v 1 ! 58 63
' Fl E HYDRANT J +t+
Z ) t ASSEMBLY' IQ I{ f I,fi W i7
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W TEBR LINE ~ i
} 50 Q
53 3 w 59 62 a'
W -
QI
t XPi O if ,i = ' 1
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- 60
8' GV t.
RSV -11" WATER SERVICED R/W T 1 p" FIREHYDRANT ,
t NP. AJ ASSEMBLY +_ }
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FLOAUNE PIPE TRENCH RICHT-OF-WAY
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DENSITY, EXCEPT AS MODIFIED BY
2 SPECIAL PROVISION.
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METALUC PIPE IDENTiRER TAPE
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PIPE O.O. 12=24'
4 42' MINIMUM FOR 12" DIAMETER MAWS & SMALLER
48' MINAUUM FOR LARGER THAN 12" DIAMETER PIPE
NR6' MINIMUM FOR MAINS LESS THAN 12" DIAMETER
12' MINIMUM FOR MAWS 12' DIAMETER AND GREA7ER
1TFR MAIN SHALL BE LOCATED 2' FROM FIGHT -OF -WAY WHEN POSSIBLE.
2) IN PAVED AREA MINIMUM COVER SHALL BE MEASURED FROM LOWEST GUTTER
FLOAAINE GRADE
3) 1N PAVED AREAS SPECIFICATIONS FOR STREET STRUCTURAL SEC77ON, OR
PAVEMENT PATCHING SPECIFICATION SHALL SUPERCEDE BACKFRL AND
COMPAC770N STATED.
4) SPRING LINE TESTS REQUIRED ON 12" & LARGER PIPE DIAMETER
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD, CALIFORNIA
STANDARD PIPE TRENCH
REV, 1-27-11
1
22 1/2' ELL
NOTES
1) ALL VALVES FITTINGS AND DIRECTIONAL CHANGES ARE 70 BE HOB W PLACE
BY CONCRETE RIW/STS BLOCKS
2) BEARWC MEAS (NOTATED ARE BASED ON ALLOWABLE SOX, PRESSURE OF 1500 PSF.
J) CONCRETE IS NOT TO BEAR ACAWST PIPE. THRUST BLOCK TO ONLY BE N
CONTACT NTH FITTWO
4) THRUST &=S SHALL BE POURED AGAINST UNDISTURBED SOIL
5) MNTS SNALL BE KEPT CLEAR OF CONCRETE
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD, CALIFORNIA
THRUST BLOCK DETAIL
12'
THRUST BLOCK SCHEDULE
ANGLE METER STOP
12"x17 =CHAB$r? CONCRETE
p SERNCE PIPE
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TRAFFIC RA TED METER BOX (Coma) W STREETS
OR DRAEWAYS
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD. CALIFORNIA
TYPICAL METER BOX LOCATION
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CITY OF
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2) BEARWC MEAS (NOTATED ARE BASED ON ALLOWABLE SOX, PRESSURE OF 1500 PSF.
J) CONCRETE IS NOT TO BEAR ACAWST PIPE. THRUST BLOCK TO ONLY BE N
CONTACT NTH FITTWO
4) THRUST &=S SHALL BE POURED AGAINST UNDISTURBED SOIL
5) MNTS SNALL BE KEPT CLEAR OF CONCRETE
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD, CALIFORNIA
THRUST BLOCK DETAIL
W-2
1-9-09
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STOP O
STAINLESS STEEL STRAPS O
SVORT SIDE
LONG SIDE
USE APPROVED SADDLE
MAIN
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MAYBE SUBMITTED AMEN
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TUBING- (AS
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STOP O
STAINLESS STEEL STRAPS O
a p _
2' BRONZE
USE APPROVED SADDLE
90' ELL
FOR PVC
_9
..
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COMPACTED BACKFILL
— — �57RE£T —
ACCORDANCE W/SPECIFICATIONS -
J_
OR POLYE7NYLENE 7U&NG,
04
n
LONG SIDE SERVICE
PE 3406, PC 200 PR 9. SHORT SIDE SERVICE
METER SIZE
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WATER MAIN
--W
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• PRODUCTS OF EQUAL DUALITY
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MAYBE SUBMITTED AMEN
TAPE
APPROVED BY THE WATER
1 1/2' AND 2'
17 1/4',30' CTWISTY CONCRETE
RESWRCE DEPT.
PRODUCTS INC - Ab. B -JS
Ld
NOTE
1. THE LONG SIDE SERVICE FOR A J/4' METER SMALL BE I' 1UBWO AND A 1' 70 3/4'
MGI£ METER STOP. ALL 3/4' TO 2- SNORT SIDE SERVICES SHALL BE OR COPPER TUBWa
2 AUL OMER SERVICE &ZES SHALL INCORPORATE LIKE SINES FOR CORPORATION SHIPS,
TUBWO ANGLE METER STOPS AND METER LP., -A 1-1/2' SHORT OR LONG S£RISCE-
5NALL CONSIST Al' I-1/2' PUBVIr, 1-V2' METER STOP, AND f-1/2' METER (TO
BE INSTALLED BY OTHERS)
3 ALL PE PLASTIC PIPE SHALL BE IRON PIPE SIZE AND REQUIRES NO 12 AWG Saw COPPER TIRE
W5ULATED (TTP.£ OR MHN) TAPED TO PIPE AT LOC477WS SHOW AND EXTENDED INTO METER
BOX. DO NOT MUCH TIRE TO OTHER METAL RTI ALL POLY TUBING SHALL BE IRON PIPE SIZE
4. CONCRETE METER BOXES REWIRED HHEN SERVICE IS LOCATED W DRIVEWAY SIDE.
5 A BACKFLOW PROEC7KN DEVICE MAY BE REWIRED FOR MY SERVILE Cd-WEC770N AS
OEl1JUIXIED BY WRIER RESq/ACES.
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD, CALIFORNIA
STANDARD SERVICE CONNECTION - 3/4" TO 2"
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W-8
MANgCER - WATER UflCES DEPAR M q REV, 01-9-09
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PROFILE VIEW PER DETAIL W-2.
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELC, CALIFORNIA
FIRE HYDRANT ASSEMBLY
APPRO\eZ:
' PLATE N.
MANAGER _ WATgR RESOURCES DEPARTMENT '� DATE REV. 9-2B-11
PROPERTY LINES (e)
METER BOXES 2
& SERVICES 2
WATER MAIN
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2'x6" BRASS OR
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APPRWAL OF DPSI OF NO FUTURE USE, ANY USE X
NOTE.
4' SID POSITION - UNUSUAL LOT DESIGN SITUATIONS
Wr WARRANT AFFERENt POSITION OF WATER SERVIX ,ITQ
ALTERNATE POStWNS SHALL BE SUSMITTED 70 CITY
FOR APPROVAL. CONCRETE BOX N07E SEE W-8 & W -S
TRAFFIC RA TED METER BOX (Coma) W STREETS
OR DRAEWAYS
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD. CALIFORNIA
TYPICAL METER BOX LOCATION
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REV. 1-9-09
MANA fR - WATER SOURCES OEPw T DA
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WATER MAIN
RING 777E CAP
TAPPED FOR 2' PIPE
(BLOCK CAP W17H STANDARD
CONCRETE THRUST BLOCK)
WATER RESOURCES DEPARTMENT
CITY OF BAKERSFIELD. .CALIFORNIA
BLOWOFF ASSEMBLY — PAVED AREA
APPROVED: PLATE Na
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MANA - wgTER RESOUR ES DEPARTMENT #Ang.0 REV. 1-9-09
NOSE 2
DRAWING. OF RECORD
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