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TY OF_ B ABC RSFI ELD� WATER. RESOURCES, ST'ANC}AR GENERAL NOTES
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AL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD, WATER
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RESOURCES DEPARTMENT, CURRENT STANDARDS AND SPECIFICATIONS FOR DOMESTIC
WATER SYSTEMS.
2. CONNECTION TO THE CITY OF BAKERSFIELD WATER SYSTEM YSTE AND INSPECTION OF NEW
INSTALLATIONS SHALL NOT BE ALLOWfED, WITHOUT VERIFICATION OF PAYMENT OF ALL
ASSOCIATED WATER AVAILABILITY FEES AND INSPECTION METER SET FEES.
36 BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF
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BAKERSFIELD STD. DWG. 1�IF -�-'I AND S -39, EXCEPT AS NOTED ON THE PLANS.
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4. WATER LINE TRENCHES SHALL NOT BE SHARED WITH ANY OTHER UTILITY,. NTH THIS
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REQUIREMENT CLEARLY INDICATED ON THE WATER AND UTILITY PLANS FOR THE
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DEVELOPMENT,
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CONTRACTOR SHALL VERIFY BY POTHOLING,.. THE EXACT LOCATION " ALL
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CONNECTION PAINTS AND ALL OTHER UTILITIES OR APPURTENANCES THAT MAY � �D�� .
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NTIALLY INTERFERE WITH INSTALLATION OF WATER IMPROVEMENTS PRIOR TO
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PERFORMING _ANY WORK, ��
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. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TO (2) WORKING DAYS N
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PRIOR TO CONSTRUCTION. 1 -800- 227- -2600.
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7. CALIFORNIA WATER SERVICE COMPANY, AS AGENT FOR INSPECTION TO THE CITY OF
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/PXO s � BAIERSFIELQ SHALL BE NoTFIE AT LEAST FORTY -EI�T 4s HOus P.RIOR TO � ' START f�
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F CONSTRUCTION, 661-837-7200.
of 8. CONTRACTOR TO ENSURE THAT ALL FIRE HYDRANTS SHALL NOT BE PLACED WITHIN FIVE
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FEET OF ANY EXISTING OR PROPOSED WALLS, STREET LIGHTS, OR
ANY OTHER
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OBSTRUCTIONS.
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9. ANY EXISTING OR PROPOSED TREE SHALL BE REQUIRED A MINIMUM FIVE FOOT (51)
F= W 0 W z t'
HORIZONTAL CLEARANCE FROM ANY WATER MAIN LII'�IE.
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ESTIMATED QUANTITIES, NOT PARCEL 2 �. � � O 0 w
TO BE USED FOR BIDDING PURPOSES PARCEL MAP 8392 � � w w 0 u
y. INSTALL WHARF HYDRANTS AT PHASE BOUNDARIES IF SUBSEQUENT PHASES ARE NOT
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Ct}NSTRUCTED, UPON EXTENSION OF WATER LINE WHARF HYDRANTS SHAD. BE REMOVED I P.M. BK. 3�' P �, � �� I WAT w M Z Z
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_ RELOCATED TO THE NEXT BOUNDARY.
2 P.V.C. BMA �. -- I o w O< � 1° w
C WATER MAIN 5500 L.F. � w O _ z MMUE Z
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11. CONTRACTOR TO INSTALL METER BOXES. CITY INSTALLS METERS, � GATE VA VE
V I Y.i 10 EA. < r
12" TEE 'I EA. � ;•� � ---
1 ALL EXISTING WATER VALVES SHALL BE OPERATED SOLEY BY AUTHORIZED CITY WATER 1 � '�
& �e .� w �-
,� 12 X 8 TEE � 3 EA. � � � � � �`�� Z .� -
DEPARTMENT PERSONNEL OR ITS REPRESENTATIVE AGENTS. � � � � � � # �� .�
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1 9O ELLS 2 EA. - f ' ,..� Z o <
12" 45' ELL'S 9 EA. _
APPROVED ��� ��• ELL'S � r � r BO •-.-.- �- � w �' 0 LA_ Uj
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BY: ,� � E.A. � ��►RCr.L �` MJ�TI. RT � � � '�-� �� w �
B P.V.C. WATER MAIN 2440 L. F. _. PARCEL MAP 10753 ACS m >- < oa
�._— . 6007 stye I� Z�w�
8" GATE VALVE � EA. � Z
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�� TEE i P, M. BK . 5 2, P G. 114 g � 4 2 , �r� . B l< . 4 7, P G. 2 3 �--. 0 0 ._w.. 0 < V) Im
2 EA,
FIRE - HYDRANT ASSEMBLY 9 EA. � � 1 14 13 12 �` ,. - - - -- ---- --
_._.. i ' C � � -� .3 - FALL. RI1tEl� PLAN
BLOWIOFF ASSEMBLY 1 EA. 1 I
. . WHARF HEAD 3 EA. _ � � I ,� l � � U)
WATER o 1 14 5
_ f� METER WITH BOX fi7 Eq. � � �� � I �� �. 1 } ,� 1 .
. E'ER DIRECTORI - _
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1 ESCAPE SERVICE (PRIVATE) 2 EA. 15 16 7 I 1
ITY OF BAKERSFIELD, DOMESTIC WLANDSCAPE SERVICE PUBLIC) 2 EA+ � � -� ...�.
-, WELL CLI
TIE IN(S) 1 EA. 3 �. z
SITE
I ACKNOWLEDGEMENT OF WATER PLANS FOR CONSTRUCTION AND APPROVAL
OF
DAU 26
PLANS . BY SIGNATURE DOES NOT ABROGATE CITY WRITTEN SPECIFICATIONS
BY OMISSION OR MISINTERPRETATION. AUTHORIZED CITY INSPECTORS OR • 16 1 17 r-.
_... ! 1 — - -� 1 18 14 15 1B
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AGENTS MAY REQUIRE CHANGES IN PLANS BEFORE CERTIFICATION AND �p 1
ACCEPTANCE IN ORDER TO COMPLY WITH STANDARD SPECIFICATIONS.
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TITLE SHEET, ,
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13 �
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BENCHMARK US-ED 117�71 lwimj 29 23
WATER SYSTEM PLAN \AEW � . � A 11 12 21 28
�'� -' P�fASE � 22 10 22
OV SYSTEM PLAN \AEW
- ...- — —
CHISELED . 0" IN TOP OF CURB ON EAST SIDE OF ALLEN - - �,�-- - -- � OADT
ROAD AT THE � � ,� �t -..
NORTHWEST CORNER OF LOT 11 OF TRACT No. 5489 PHASE nA" PER THE - M�
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SEi'ER STORM-DRAIN ` z I 1 5 I
AN PLANS FOR SAID TRACT N�, 5489 PHASE
— 24 6
1 3 I 9 8 EX. W-I I 2
1
ELEVATION 364.08 U. S. G. s. DATUM) .
1R MD
LEGEND MR.1
BENC-HMARK SET —I z EX. PHASE i
WAY — XISTING
CHISELED �' O " IN TOP OF CURB AT THE SOUTHEAST RETURN (CEN T ERED r - .
1 s I m E
�--
GATE VALVE YY SIZE (PER CITY OF BAKERSFIELD .. "� A '�.',,� r .� -
A THE INTERSECTION OF BRIMHALL ROAD AND �NKINS ROAD. SPECIFICATIONS -
.r....i�.. . _ ON
1 SINGLE SERVICE .v
ELEVATION -�- 357.0 (U,S.G.S. DATUM _ .
(PER C.O.B. STD. DWG. Wf-- 0 — z I w�� �
l
FIRE---HYDRANT ASSEMBLY -�- z I I I l --
(PER C.O.B. STD, DWrG. Wr— �` 1 I I I I I f ul
B :O, �-�- BLOWOFF ASSEMBLY (PAVED AREA) D -I -- ---� I z
� , 29 . tR26E. PER C,O,B. STD. DWIG. � -4 � -.-- _._. ( _ � - J ,� I , � --�-- � ,� � � � �- t,,,� 27 qxjs�
2� I �
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TrB4O -. 3LOWOF'F' ASSEMBLY (UNPAVED AREA � t--
(PER C.O.B. STD. DWG. W---5 , 3 I I I I 1
WHARF HEAD ` • t�
BRINIHALL R�.}Ai�
fit• I�
,�., Do �I�� DRIVE I � en
TRACT 8"W WATERLINE w /SIZE
--- —� ! 1 1 I 1 -- _wv T I Li
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Q Q —. -- -- . _.._ _ EXISTING DATER VALVE � � j � I � � I i 1 C, -.
34 0 35 0 I I
fr
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EX. 12 W- - EXISTING WATERLINE W SIZE
o � w/ SIZE
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- EXISTING SEWER LINE _ BMMHALL ROAD °
J1 ___"._ _"^ "` 0000- r� fir+. r.. fir. �.. .rr�r�r r v/
STOCCaALE HfGF1V1�AY _-p, 8 S. PROPOSED SEWER MAIN w /SIZE
-+�r� ..r�w+� r�r w......�� `� i�...rr �r ^- +r..r.�� iow.�..� ar +�
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EX. SD. EXISTING STORM DRAIN T STAGE ROACH --
PR I I 1 I I�
_pi 3� SD: - PROPOSED STORM DRAIN MAIN w�SIZE t-. � � 9 i Q
T,3CS.,R26E. i I I
R W STREET RIGHT --OF -WAY i 1 i CD DATE 0511 7/2012
. �
APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY �' � � � I I � ,
`�' PA JOB No. 02 -'I BSGE
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ALL PIPE LENGTHS PRIOR TO BIDDING THIS PROTECT.
SHEET
ACIN MAP cn
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N CB SCALE
SCALE. V-200'
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LEGEND.
ALL PIPE LENGTHS PRIOR TO BIDDING THIS PROJECT.
MATERIAL LEGEND
0 12"x12'x8"TEE
w 12" VALVE
12" 90• ELL
0 12" 45' ELI.
E sw TEE
Bw VALVE
8" 9D" ELL
Q 1" LANDSCAPE SERVICE (PRIVATE)
2" LANDSCAPE SERVICE (PUBLIC)
(2) 4w SCH --40 PVC LINES FOR
LANDSCAPING PURPOSES
W 45• ELL
12" TEE
12" x W REDUCER
GATE VALVE w/SIZE (PER CITY OF BAKERSFIELD
SPECIFICATIONS)
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" SINGLE SERVICER
�+
(PER C.O B. STD, DWG. W-8)
FIRE -- HYDRANT ASSEMBLY
uj _4 0 a.
_ 0
ui cl.; 6 ul co
(PER C.O.B. STD. DWG. W -3)
B.O.
BLOWOFF ASSEMBLY�PAVED AREA)
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(PER C.0.86 STD. D . W �}
T.13.O.
BLOWOFF ASSEMBLY PAVED AREA)
04
PER C.O.B. STD. DWG. W -5
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WHARF HEAD
- --� 8"W—
WATERLINE w /SIZE
-- -V'F�—
EXISTING WATER VALVE
--EX► 12" W—
EXISTING WATERLINE w %SIZE
EX. S.
EXISTING SEWER LINE
P. 8" S.
PROPOSED SEWER MAIN w /SIZE
EX. SD,
EXISTING STORM DRAIN
P. 30" SD.
PROPOSED STORM DRAIN MAIN w /SIZE
R%W
STREET RIGHT -4F -WAY
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APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY
ALL PIPE LENGTHS PRIOR TO BIDDING THIS PROJECT.
MATERIAL LEGEND
0 12"x12'x8"TEE
w 12" VALVE
12" 90• ELL
0 12" 45' ELI.
E sw TEE
Bw VALVE
8" 9D" ELL
Q 1" LANDSCAPE SERVICE (PRIVATE)
2" LANDSCAPE SERVICE (PUBLIC)
(2) 4w SCH --40 PVC LINES FOR
LANDSCAPING PURPOSES
W 45• ELL
12" TEE
12" x W REDUCER
W
W
CITY STANDARD PLATES
THE FOLLOWING CITY OF BAKERSFIELD DOMESTIC WATER
STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE
PLANS, CONTRACTOR TO OBTAIN LATEST EDITION.
CITY S
CONSTRUCTION NOTES
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CITY STANDARD PLATES
THE FOLLOWING CITY OF BAKERSFIELD DOMESTIC WATER
STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE
PLANS, CONTRACTOR TO OBTAIN LATEST EDITION.
CITY S
CONSTRUCTION NOTES
�1
TIE INTO EXISTING 8" WATER MAIN (CONTRACTOR SHALL VERIFY
W -2
€xRCr Locanor► AND DEPTH IN FIELD).
�2
TO BE EXTENDED MATH FUTURE PHASE CONSIRUCTiON.
W -5
3
INSTALL TEMPORARY WHARF HEAD 5' tx1TS10E OF PHASE UNE
W(TO
W -7
BE REMOVED 1M7H NEXT PHASE CONSTRUCTION)
W -8
04
OMITTED
El W
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INSTALL CURB do GUTTER PRIOR TO WATER MAIN tNSTALLATIOPIS.
W -11
Q
CONSTRUCT ALL WATER MAINS IN DAU AVENUE WITH PHASE 1
❑ W
(�7
NO OTHER U11LfT1ES IN CITY WATER MAIN TRENCH OTHER THAN
W -14
❑ W
PERPENDICULAR CROSSINGS WITH 7' SEPARATION
W
W
CITY STANDARD PLATES
THE FOLLOWING CITY OF BAKERSFIELD DOMESTIC WATER
STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE
PLANS, CONTRACTOR TO OBTAIN LATEST EDITION.
CITY S
STD. N0.
W -1
W -2
W -3
W -4
Q W
W -5
Q W
W -6
❑ W
W -7
W -8
❑ W
W -9
El W
W -10
W -11
W -12
❑ W
W -13
W -14
❑ W
W -75
0 W
W -16
W-17
Q w -1s
DESCRIP11ON
STANDARD PIPE TRENCH
THRUST BLOCK DETAIL
FIRE HYDRANT ASSEMBLY
BLOWOFF ASSEMBLY - PAVED AREA
COMBINATION AIR VALVE
STANDARD -- BLOWOFF ASSEMBLY
PIPE BORE AND CASING DETAIL
STANDARD SERVICE CONNECTION 3/4 ## TO 2"
3 ", 4 ", & 6" WATER SERVICE DETAIL
4" & LARGER TURNOUT
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TYPICAL METER BOX LOCATION
E
VALVE BOX DETAIL
CANAL CROSSING DETAIL
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CONCRETE SADDLE DETAIL`
N
SAFETY FENCE DETAIL
I s%4
IRRIGAITON - FIRE & WATER SERVICE I °
TE CE RE�U RING a 0�
BOOSTER PUMP ' z
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ALTERNATE AIR -CAP INSTALLATION REQUIREMENTS
W � �
TYPICAL FIRE SERVICE DETAIL °-
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05/17/2012
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0 30 60 120 i OF 3 SHEETS
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LEGEND,
} t - GATE VALVE w/SIZE (PER CITY OF BAKERSFIELD
SPECIFICATIONS)
0— 1* SINGLE SERVICE
(PER C.O.B. SM, DWG. W
FIRE-HYDRANT ASSEMBLY
(PER C.O.B. SM. Dl W-3)
B.O. BLOWOFF ASSEMBLY (PAVED AREA
(PER C.O.S. STD. DWG. W -4)
TIB.06 1w BLOWOFF ASSEMBLY (UNPAVED AREA)
(PER C.O.S. STD. DWG, W-5)
WH Aft
WHARF HEAD
WW— WATERLINE w/SIZE
wv
�- --
E)OS-RNG WATER VALVE
12* W-- EYJ511NG WATERLINE w/SIZE
EX- S.
EXISTING SEVER LINE
4 2 _p. 8" S. PROPOSED SEWER MAIN w/SIZE
f I / \ ` ` _ —EX. SD. EXISTING STORM DRAIN
/ �`'� `�` r - - - - - - - _p. 301F SD.— PROPOSED STORM DRAIN MAIN w/SIZE
/ R/W STREET RIGHT-OF-WAY
+ APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY
f / � �+ - ALL PIPE LENGTHS PRIOR TO BIDDING THIS PROJECT,
� � � � 1 � D
.p C
FALL RIVER PLACE
LL 18LAND A A
DRI 1 Y � __ _ ._ _ —_ —
:2 a Od AC. MATERIAL LEGEND
� ( 45 12* x 12" x 8* TEE I + �
FLJTURE
I FUTURE FUTURE 12'p VALVE
� � C � LOT i LOT LOT i rUTURE 4 f 48 49 0 12'0 90• ELL
LOT 0 1 • ELL
(D 8* TEE
(D Sw VALVE
Q W 90• ELL
F INSTALL 247 LF:t 8� PVC WATER MAIN OWN" ls LANDSCAPE SERVICE (PRIVATE)
Am �— — — —� — <D 2* LANDSCAPE SERVICE (PUeuc)
80 Q (2) e SCH-40 PVC LINES FOR
LANDSCAPING PURPOSES
r — — --- ---.._ ,... �f} r 45! ELL
—T_— - -r ------------ TEE
19 25 26 120 x REDUCER
Room"
F CONSTRUCTION NOTES
(D TIE INTO EXISTING W WATER MAIN (CONTRACTOR SHALL VERIFY
EXACT LOCATION AND DEPTH IN nELD).
1 6 17 Q TO BE EXTENDED WITH FUTURE PHASE CONSTRUCTION.
15 2' 18 BO Q INSTALL TEMPORARY WHARF HEAD S* OUTSIDE OF PHASE LINE
27 (TO BE REMOVED iMTH NEXT PHASE CONSTRUCTION)
' � � N �4 OMITTED
�—� y � Q 24
INSTALL CURB & GUTTER PRIOR TO WATER MAIN INSTALLATIONS,
CONSTRUCT ALL WATER MAINS IN DAU AVENUE WITH PHASE 1
WZµ Q NO 0THERu-nu-nES IN CITY WATER MAIN TRENCH OTHER THAN
PERPENDICULAR CROSSINGS W11TH V SEPARATION
13 20
12 21 z 21 28 CITY STANDARD PLATES
22 ��r THE FOLLOWING CITY OF BAKERSFIELD DOMESTIC WATER
23 ') A00 11 STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE
PLANS. CONTRACTOR TO OBTAIN LATEST EDITION,
W Z CP DESCRIPTION
CITY STD. NO.
U
... ... ....
MOW" Lai W_ 1 STANDARD PIPE TRENCH
F
NIII,
�S%RE�T W -2 THRUST BLOCK DETAIL
F
F 2, W-3 FIRE HYDRANT ASSEMBLY
to z w
-H W-4 BLOWOFF ASSEMBLY PAVED AREA
a INS7AQ 4 <
cc '95 tFill Pvc E ❑ W-5 COMBINATION AIR VALVE
N WA 7 rj? w A(A1jV
5 4 F W-6 STANDARD BLOWOFF ASSEMBLY
0
0
6 > z W -7 PIPE BORE AND CASING DETAIL
glow
z a. 3 co
z 2 W-8 STANDARD SERVICE CONNECTION 3/4" TO 21$
EX. W.H > Tow z
. ❑ W-9 3 4'% & 61' WATER SERVICE DETAIL
< (L En 2# El W -10 4
& LARGER TURNOUT
i � � � 0
W-11 TYPICAL METER BOX LOCATION
f � � � I ( W-12 VALVE BOX DETAIL
QEx. W*Hld PHASE 1
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