HomeMy WebLinkAbout10.5-143PROJECT VICINITY MAP
N. T. &
58
o
Q CASA LOMA DRIVE
EAST PLANZ ROAD
CITY\MVIITLE
CITY OF BAKERSFIELD
PLANS .FOR Tfffi CONSTRUCTION OF
WATER :'TENSION
MT.
VIERNOrl RECYCLING FACILITY
SPIECIFICATION NO. 1096-37
EAST BRUNDAGE LANE Q
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GATEWAY DR.
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t EAST BELLE TERRACE
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BAKERSFIELD CITY LIMITS t
f--•-•-•-•-•-•- - - --
' DEPT OF WATER RESOURCES rl
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I WASTE WATER
TREATMENT �LANT �
t II
L__
_t
I SEWAGE TREATMENT
t PLANT NO. 2 00
I
I
I
PROJECT AREA
4" = 1 MILE
w
h
O
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MT. VERNON
t] SEWAGE TREATMENT � I
PLANT I
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BEGIN FROJi[CT
t
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L
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1 II
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COUNTY I
I OF KERN I
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I SEWER FARM
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I
ENDIPROJE T II
I II
1 �I
--•-•-•--- - - -- - - -I`= - --
I I
I I
I
I
INDEX OF DRAWINGS
SHEET NO. TITLE
1 GENERAL PLAN AND INDEX
2 PLAN AND PROFILE — STA. 0+00 TO STA.19+21
3 PLAN AND PROFILE — STA. 19+21 TO STA. 46+00
4 PLAN AND PROFILE — STA. 46+00 TO STA. 63+84
5 BACKFLOW AND METER ASSEMBLY — MISCELLANEOUS DETAILS
6 MT. VERNON RECYCLING FACILITY — MISCELLANEOUS DETAILS
7 CALIFORNIA WATER SERVICE COMPANY — MISCELLANEOUS DETAILS
7A PLAN AND PROFILE — STA. S-0+00 TO STA. S-23+00
APPROVED BY CITY COUNCIL:
APPROVED AND RECOMMENDED BY:
APPROVED BY DEPT. OF PUBLIC WORKS:
SUBMITTED BY:
RICKS, TAYLOR & ASSOCIATES, iNC.
Ia si"T.3
CITY CLERK U DATE
WATER,AND �ANITA110N MANAGER DATE
• / ! M
PUBLIC WORKS DIRECTOR DATE
MORRIS TA ,rte DATE
R.C.E. 13340 �, Ess,
W.
s
f10< 43q
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L OF 0 WN i�
RICKS, TAYLOR 8c ASSOCIATES INC.
CONSULTING CIVIL ENGINEERS
1326 " H" ST. BAKERSFIELD, CA.
(805) 323-3169 FAX. (805) 323-4331
I
0
0
O
v
J
EAST PLANZ ROAD
CITY\MVIITLE
CITY OF BAKERSFIELD
PLANS .FOR Tfffi CONSTRUCTION OF
WATER :'TENSION
MT.
VIERNOrl RECYCLING FACILITY
SPIECIFICATION NO. 1096-37
EAST BRUNDAGE LANE Q
� Z
I z
8 �
GATEWAY DR.
ZE
t EAST BELLE TERRACE
I
I
I I
N
I
BAKERSFIELD CITY LIMITS t
f--•-•-•-•-•-•- - - --
' DEPT OF WATER RESOURCES rl
l
I WASTE WATER
TREATMENT �LANT �
t II
L__
_t
I SEWAGE TREATMENT
t PLANT NO. 2 00
I
I
I
PROJECT AREA
4" = 1 MILE
w
h
O
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MT. VERNON
t] SEWAGE TREATMENT � I
PLANT I
I !
BEGIN FROJi[CT
t
' I
L
� It
1 II
� •I
COUNTY I
I OF KERN I
.I
I SEWER FARM
I I,
I I,
I
I Ij
I
ENDIPROJE T II
I II
1 �I
--•-•-•--- - - -- - - -I`= - --
I I
I I
I
I
INDEX OF DRAWINGS
SHEET NO. TITLE
1 GENERAL PLAN AND INDEX
2 PLAN AND PROFILE — STA. 0+00 TO STA.19+21
3 PLAN AND PROFILE — STA. 19+21 TO STA. 46+00
4 PLAN AND PROFILE — STA. 46+00 TO STA. 63+84
5 BACKFLOW AND METER ASSEMBLY — MISCELLANEOUS DETAILS
6 MT. VERNON RECYCLING FACILITY — MISCELLANEOUS DETAILS
7 CALIFORNIA WATER SERVICE COMPANY — MISCELLANEOUS DETAILS
7A PLAN AND PROFILE — STA. S-0+00 TO STA. S-23+00
APPROVED BY CITY COUNCIL:
APPROVED AND RECOMMENDED BY:
APPROVED BY DEPT. OF PUBLIC WORKS:
SUBMITTED BY:
RICKS, TAYLOR & ASSOCIATES, iNC.
Ia si"T.3
CITY CLERK U DATE
WATER,AND �ANITA110N MANAGER DATE
• / ! M
PUBLIC WORKS DIRECTOR DATE
MORRIS TA ,rte DATE
R.C.E. 13340 �, Ess,
W.
s
f10< 43q
Ao
t o:
Ee tlk
�► cWt.
L OF 0 WN i�
RICKS, TAYLOR 8c ASSOCIATES INC.
CONSULTING CIVIL ENGINEERS
1326 " H" ST. BAKERSFIELD, CA.
(805) 323-3169 FAX. (805) 323-4331
I
386
_
--S
-
G3-4-94 PROFlL E REY/5 i s NS &J
= LEVEL
D2'
A
INVERT 12" DUCTILE IRON CL 150
PIPE g h -
- _ +
0
o
2
384
-
I
-
.�
382
- - _
- --
I
380
N
S 21'28'34" W
P./. 12 d= 22 112- RT
2
I
�-
'
STA. 0+56
378
I-
0'07'33" W
INSTALL 22 1/2' ELL AT 2'
376
374
66.66'
INSIDE 55' STREET RA'
GATE VALVES
700 800 900
1000
1100 1200 1300 1400 1500
1600 1700 1800 1900
372--
R INSTALL 12' DUCTILE IRON CL 150 PIPE EXISTING EDGE OF PAVEMENTINSTALL 12" MA/NUNS
STA. 18+01.34
SEE DETAIL B
Z
MT. VERNON AVENUE
55' ,47E VALVE, MON JOINT (7".;�'
370-
2' 2'
368
SCALE: HORIZ. 1 " = 100'
■■ii
4 _
IX/STING 12' A.C. PIPELINE -- -- -
VERT. 1 '" = 2' BEGIN PROJECT
STA. 0+00
REMOVAL OF IX/STING BLOWOFF,
THRUST BLOCK, CAP AND BUND
FLANGE FOR THE INSTALLATION
OF PIPE TIE IN TO EXISTING WATER
EXISTING RRE HYDRANT UNE TO BE PERFORMED BY
CALIFORNIA WATER SERVICE CO.
S 01'01'32" W
20.5'
SIDEWALK, CURB
AND GUTTER
TO f 001 '32'
2607.20'
EXISTING
FlRE
HYDRANT w
V
m
x,; --w . "f
IN
No 13340
Exp. Date 5-519T
� F c11vy��a`4
U
MEN
-- OF PAVEMENT
PROPOSED GUTTER GRADE
MT. VERNON ANE. .
-T-
S : (_)0 0024
s
__- 4' MIN.
COVER
100 200 300 400 500
S = LEVL L - ----
38:3
384
38'2
-573
5713
�i 74
36(8
FL°'URE PISTOL FANG:
INSTALL MA/NUNE G4TE
EL
VALVE AND SEE
_
--S
-
G3-4-94 PROFlL E REY/5 i s NS &J
= LEVEL
D2'
A
INVERT 12" DUCTILE IRON CL 150
PIPE g h -
- _ +
0
o
2
STA. 19-h07.34
-
I
4
.�
SEE DETAIL C
I
N
S 21'28'34" W
P./. 12 d= 22 112- RT
2
I
�-
'
STA. 0+56
INSTALL 12" CROSSS
I-
0'07'33" W
INSTALL 22 1/2' ELL AT 2'
AND 12" MA/NUNE
O
66.66'
INSIDE 55' STREET RA'
GATE VALVES
700 800 900
1000
1100 1200 1300 1400 1500
1600 1700 1800 1900
2000 2100
R INSTALL 12' DUCTILE IRON CL 150 PIPE EXISTING EDGE OF PAVEMENTINSTALL 12" MA/NUNS
STA. 18+01.34
SEE DETAIL B
Z
MT. VERNON AVENUE
55' ,47E VALVE, MON JOINT (7".;�'
2' 2'
38:3
384
38'2
-573
5713
�i 74
36(8
FL°'URE PISTOL FANG:
INSTALL MA/NUNE G4TE
EL
VALVE AND SEE
_
5`10 /4580/c.T c✓ Afw
-
G3-4-94 PROFlL E REY/5 i s NS &J
DES.
D2'
A
1 OUT
z" TURN
I
SUBMITTED
���CHECK
2
STA. 19-h07.34
I
4
.�
SEE DETAIL C
I
N
S 21'28'34" W
P./. 12 d= 22 112- RT
2
I
�-
'
STA. 0+56
INSTALL 12" CROSSS
I
0'07'33" W
INSTALL 22 1/2' ELL AT 2'
AND 12" MA/NUNE
O
66.66'
INSIDE 55' STREET RA'
GATE VALVES
R INSTALL 12' DUCTILE IRON CL 150 PIPE EXISTING EDGE OF PAVEMENTINSTALL 12" MA/NUNS
STA. 18+01.34
SEE DETAIL B
MT. VERNON AVENUE
55' ,47E VALVE, MON JOINT (7".;�'
2' 2'
1 2 53' STA 10+00 2 I `�� 6" METi"`R ASSEMBLY
_QMH j18 "'�� .F. .��}. - + 10 _ f `O 1'26" W 15 _
Ob1NT-iFR,��n�� ��ic-�n.s — X x x x x X X X X X MH J17 X—�x�—� 20' 1 i18.34'�— ■�
T r�.� — — — — — - -" - X X X X MH if 16
EXISTING Jr SEWER UNE END OF EXISTING 26-990419r w 67.22' — — _ X X XIX _ X Ala4
VERNON�- AVENUE
J2' WATER UNE X X X X X X X X X X --X X SE,;770N 3 7-30S.,R28E: — — =_
X.—�X X X X
X X X X X X ---X X
MONUMENT X X --
WEST 1/4 CORNER
SECTION 3 T.30S.,
12' GATE VALVE TJ
12' SOUD SV M✓
12" ACRS x DI
FX CPLG,
(10' SV /F SIL)
SCALE. 1' = 100'
0 1 2 3
r
a
REORDER FROM BLUEPRINT SERVICE (805)327-2501
DETAIL rA
1�12
-X -X---X X X X
P.l. 1 d = 22 112' LFT '
STA 0+22 EX/STING BAR WRE FENCE R1W
P.J. J3 d = (75X&r LFT
STA 18+54.34 �I
EX/STING JC o
NOTE.• STEEL CULVERT
12" CAP, TAPPED FOR ALL VALVE CAS/NGS, VAL(/Eo
SOUTNWES'T CORNER I �
2' MJ WITH 2' COVERS, BLOWOFFS, THRUST FLOCKS OR SECTION 3 T.30S.,R28E
12' ELL 22 1/2' GT 1Z" CAP", SOLID, MJ BLOk✓OFF ASSY. ANY TRENCHING BETWEEN STA, 0+00 53' RT OF STA 18+54.34
STA 0+56 AND STA 19+46 REFER TO VE7AILS
ON SHEET 7.
3' TYP. — 12' GATE VALVE TJ 12' 24TE" VALVE TJ WARNER TV. CABLE
DI -3 3' TYP. T (jyp BOTH SIDES) ° (M CATV RECEIVER)
VERIFY LOC477ON OF
DI r of 1 0I oI12" a 6' REDUCER "TR FLEX' LEGEND CABLE
NCPRIOR TIONS
STA 19+07.34 WITH VELD LOK' GASKETS _
STA 18+0 f.34 12' C,A? SOLID, MJ - 3' EDGE OF PAVEMENT
TA ELL 22 1/2' GT SEE SHEET 5 SEC77014 UNE
STA 0+22 � o� � o� —; — —
13'f R/W UNE — — EXIS"NG CHA/NUNK FENCE -s--'`
FILE
N0.
CRY
01
5`10 /4580/c.T c✓ Afw
-
G3-4-94 PROFlL E REY/5 i s NS &J
DES.
REV. DATE DESCRIPTION
SUB. APP.
DR BYMn
SUBMITTED
���CHECK
APPROVED
R.C.E.04136L
R.C.E. N0.
vErat e
ft*%N2
DETAIL
rc�
2
BARBED WIRE FENCE X X-- X X X
CRA/NUIVK FENCE 0 0
36' SEWER ---
PROJECT■
SPEC. N0,
RICKS, TAYLOR & ASSOCIATES, INC. 1096-37
C O N S La L T I N G C I V I L E N G I N E E R S DATE -
1826 H STREET, SUITE 21, BAKERSFIELD, CA 98801 f RHONE (805) 323-3169 11-29-93
SEE PA.3ES 5-6
20 THIS SE
52M.1176' _ - _
CITY OF BAKERSFIELD
1Z DOMESTIC PIPELINE
PLAN AND PROFILE
STA. 0+00 TQ STA. 19+21
LEVEE
WEST IRRIG47I0N :iORAGE
RESERVVIR CELL HO.
A
S) 4
S BUILD
SHEET NO.
2
OF
384
{ i
384
--
-
382 - - �,Qa +
_ � 4
-
3 89
- 2mo V
rc
ILI- -
380 - i- - -- --- - --- - - -- -- - - -- - — - -
z U --
_. _- - -380
Q.
378
378
v
--
- NATURAL GROUND SURFACE �- _ �_p
376
- -
:
--
-I F I
-
-
374 -
_ _ .. 3' M/N. -- - - - - - -- - -- - - - - _ - - _ - -- .J 7�-
COVER t _ - - -- - - -- - -
2.5' MIN. COVER-
_
i
372
_ k
i
S =LEVEL
• .a72
- -- - � - INVERT C CL 160 PIPE - - - - _
370-
-3 7
NOTE.• r,
- - - - W _ - - - _ - _ t VERIFY LOC477ON OF _ �s
---�- -- - .. _- - - EL. 368.71
PIPELINES AT CROSSINGS _ . _ - - Cu
PR/OR TO TRENCH
368 - _
- -
- . 6`�
_ -PIPELINE- BETWEEN � �
STA. 19+46 AND STA. 48+00 - -
SHALL BE INSTALLED LEVEL _ - ,-
--
_- AVE A POSITIVE ;-
366
:SLOPE BACK TO STA. 19+46 _
1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 2900 3000 3 - 0"
100 3200 3300 3400 3500 3600 3700 �>800 3900 4000 4100 4200 43C�� 4400 450,) 4600
SCALE. HORIZ. 1 = 100'
S,`EC77ON UNE
VERT. 1 " = 2' 5' 18' 20'
IX/S77NG CHAIN LINK FENCE
� � MOUNT VERNON AVE.
I GROUND SURFACE I
FUTURE PISTOL RANGE � �, � 2.5 MIN.
I INV. 6' CL 160 —� \
INSTALL 6' 7i/RNOU7-
,
METER ASSEMBLY AND
BACKFLOW PREVENTER
SEE DETAIL A I
5
P-1 /4 4 = 4'4540' RT
.�...u.�.r— �. 20S 0.07' _r W
=4.0-153.
X X x X �F
2667.22' - - - - - - -
s288.ss'
X x X x X
X
EXIS77NG CHA/NUNK FFNCE
N
q
SOUTHWEST CORNER _
SEC77ON 3 T.30S.,R28E FESo
IIW N
W Z LEGEND
9 ? EDGE OF PAVEMENT
No 1X340 m SEC77ON UNE - -
Exp. Date 5-31-09-r R/IN UNE — —
t BARBED WIRE FENCE X x X X x
%c f V l \- CHA/NUNK FENCE o 0 0 -0-
Q 36' SEWER
0 PRO,JECT
SCALE.• 1' = 100'
Ot 0 1 2 3
REORDER FROM BLUEPRINT SERVICE (805)327-2501
FILE
NO.
C
3-9-9V 43
fj 3�4,Q4 PROF/LE Rev/5/oNs !v
DES.
REV. DATE DESCRIPTION
SUB. APP.
SUBMITTED
(Y6�ZL—
APPROVED
CHE
R.C.E. NO. 340
R.C.E. NO.
S 4'53'33' W EAST IRRIGA77ON S70R4GE
120' RESERVOIR CELL NO 1
P -l. f5 ZL = 4.45'40' LFT
6" CL 160 PVC P/PEUNZ
LEVEE EX/S77NG \
300 RCP
v07'S v V
�198�0 0o o0
— — Mr.
o-0
1
IX/STING EDGE OF A
MT: VERNON AVENUE
WEST IRR/G477ON S70RAGF
RESERVOIR CELL NO. 1
11ING —]
30' RCP
_�- 36" SEWER
TYP/C,AL CROSS SEC770N A
3
JNSP,LL 10" x 20'
PVC CASING OVER RCP
VERNON A VENUE 5288.56,
RICKS, TAYLOR & ASSOCIATES, INC.
C O N S U L T I N G C I V I L E N G I N E E R S
1826 H STREE--, SUITE 21, BAKERSFIE LD, CA 98801 PHONE (805) 323-3169
SPEC. NC.
1096-37
DATE
11-29-93
5
-
--�
tXIST7NG I
34;4RCPF
I
WEFT 1/4 CORNER - I
SEC77ON 10 T.305,R28E
,EXISTING
,90" RCP
WEST IRR/G4T70N STORAGE
RESERVOIR CELL NO. 4
z;.
CITY OF BAKERSFIELD
6" DOMESTIC PIPELINE
PLAN AND PROFILE
STA, 19+21 TO .STA. 46+00
EAST IRR/GA 170N S7VMAGE`
RESER'iVIR CELL. NO. 4
4
SHEET NO.
3
OF
7 •
y
-- - -
t-
-- t - -
- - -- -- - -- - - _ __._.-- ---- --
382380 %-180
- -
Q W 4-
- f
-- - - -
__ — . - - -- - - -- - - - - -- - i
-r ^ «-- - _ -- 2 '� ti
178
378 z z - a -: _ _. ;
Q _
ti o
Li
Q
W
a__.
376
NATURAL GROUND SURFACE i = - _ _-e _ — _ _ ► 7 6
- - — - --
2.5 MIN. COINER - -
374 ; : _ -- _-- _ -- � � � _� _ ---_ ,:►7
1 - - - - - - - - --- -- _ - - _- - - - -
- -- -- `CONCRETE ELECTRICAL ENC.ASMENT — -- f -- - - -- }
372 t - - . - — _ S - + 0.0025 _ - -- - _ - -- :� - - -
- s - LEVEL �0 -' ' - -- - - - -
_. t - -
- -1500-12 0 0032
S 00.0004
-- – — - — — _ t-
370 s r - 370
INVERT 6" CL 160 PIPE __ - - �o�s
PLAN. AND PROFILE" FOR - -
- - -
+ ^ + + o _-- _ '7 _ PIPELINE STA S-04-00
- + .- ---- --- - - -- - o S == LEVEL
- _ ^ _ _ _ STA. S-23+00 IS 43N SHEET 7A
- - -- - - - - -- u� ^ h � o - NOTE. -
3 68 -- - - --__
VERIFY coCAnoN of 6F
-� i _ PIPE CROSSING PRIOR -- - _- = a 41 -- - --- -
-_
y W - _ -- �i W W -LQ,
TO TRENCH OPERATIONS W -
EL. 366. -
- v
36Z 25k
- - - - --+ - EL. 366.0* l
366_ : - _- _ _- - - _ -- _- - -_- - - : _. - .� 6(
- -
--- - -- - - --- - - - 4-
44 45 48 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66
SECTION LINE
SCALE: HOR/Z. 1 = 100'5' 8' 10' 20'
VERT. 1 IN- 2' EXISTING CHfUN LINK FENCE
MOUNT VERNON AVE
EXISTING EDGE OF PAVEMENT GROUND SURFACE
EXISTING IRRIGATION PUMPING MT: VERNON AVENUE OPEN FIELD 6' CL 160 j 5' MIN. //���N�i.
EAST IRRIGATION STORAGE STATION NO. 1
RESERVOIR CELL NO. 4 LEVEE
EXISTING 42' RCP OVERFLOW � � CP 54" RCP
�j TRANSFER STRUCTURE NO. 14 INSTALL 6' CROSS � 36' SEWER
O LEVEE EXISTING OVERFLOW STRUCTURE LEVEE / r r�� STA. 63+47r1 __
o EXISTING 30' RCP STA S-o+oo TYPI AL. CROSS SEC77ONKA
INSTALL 10' x 40' PVC ALIGN PIPELINE 3' EAST VALVE STAND SEE SHEET 7A
2 ALIGN PlF'EUNE 3' EAST Ki7
�p C4S/NG OVER RCP OF OVERFLOW S7RUCTURI:
V, ! OF IX/STING STRUCTURE FLOW METER INSTALL WHARF HYDRANT ASSEMBLY
AND VALVES STA 63+67 SOUTHKEST CORNER
- - - - - - - - - - - \ \ SEE DETAIL B A ��LATEIRRALR. NO. 1 SECTION 10 T.30S.,R28E.
y y y y y y y y y y 6twz
' CL 160 PVC PIPELINE IX/ NG 54' CP 4 6
IV) y48' IRRIGATION
45 43 S O'0 0 W 50 55 30' S' 43' 60 DISIR/BUT)'ON UNE - - -
4
20' 1784' Ay ---------=_ -- ------------- ------ — --------.— -- �7—
WEST
MH 11 S O'07'37—W MH 10__ti1H -528 .56 EXISTING 54' RCP 20'o 0 o- INSTALL 10' x 80' INSTALL ` INSTALL 6'
EXISTING CHA/NUNK FENCE �.! IX/STING 48' RCP _�EXISTING 3C SEWER PVC CAS/NG ACROSS 6" END G4P () 6" f�L160 PV.�30' RCPL GATE VALVE 3MT. VERNON AVE: 8c THRUST BLOCK4'
N 89'52'07" W Q'CL 160 PVC WHARF HYDRANT
1/4 CORNERT f f \ tQ INSTALL GA� 4VE
SECTION 10 T.30S.,R28E I 3 e CROSS
l l Z O STA 63+47
LEVEE _EVEE LEGE Q STA S-0+00
EXISTING TRANSFER STRUCTURE NO. 13 EFFi'.UENT PUMP STA77ON I I + 6' CL 160 PVC
O x 4' IEE
6'Sx� TLrE INSTALL 6' r,060r,060PVC
LEGEND WEST IRRIGATION STORAGE AE�?ATED LAGOON NO 3 AE74ATED LAGOON NO. 4 I �
RESERVt�/R CELL NO. 4 Q� � SS /U�y STA S-14 26.43 -FS'y 6'
4 \� T 9 STA. 63-467
EDGE OF PAVEMENT �Q�'� "�y� ��2 THRUST BLOCK (7YP)
I
SECTION UNE INSTALL •�'
54'/48' RCP - - - - - - - - No 13340 m LEVEE LEVEE EYISTING 36' SEWER WHARF HYDRANT
BARBED WIRE FENCE X X X X X r l A CL 160 PVC
CH�UNUNK FENCE INSTALL 40
o o- 0 o-� Exp- Date'31 ¢'
LEVEE- I *4 ���
* 4 " }*�j
36' SEINER
PROJECT 9 CA I S- ``�
DETAIL B
FNLOE Cr , S-Vf 9 /`} s I?il /LT R F- J. Nl w,
+RSO A 5-4-94 PROFILE REWosrOn/s x�
DES. ` REV. DATE DESCRIPTION SUB. I APP.
SCALE: 1' = 100' DR. SUBMITTED APPROVED
BY M�
0 I 2 3
n
CHEMR.C.E. 140. 13 0 R.C.E. NO.
a_
.ez ecm
RICKS, TAYLOR & ASSOCIATES, INC.
C O N S U L T I I`i G C I V I L E N G I N E E R S
1826 H STREET, SUITE 21, BAKERSFIELD, CA 93 301 PHONE (805) 828-31 69
_ 4
SPEC. NC. CITY OF BMERSFIELD S"E E:T NO.
10x6-37 6r' DOMESTIC PIPEUNE 4.
DATE PLAN AND PROFILE ,-F
11-29-93 STA. 46+00 TO STA. 63+84 -
2' BLOWOFF ASSEMBLY
SEE DETAIL CW
SHEET 7 22R
6" METER ASSEMBLY
25':t
ROUNDED
5':t
6" BACKFLOW PREI/ENTER ASSEMBLY
ME7ER BOX 10
A
• O
101
0
RA rXF7 nW AaFVENTER
s i ion i
NO SCALE
ELEVA77ON — 6" METERING do 6WCKFLOW PREVEAr1R ASSEMBLY B
N.T.S. _.- _ __-5
REORDER FROM BLUEPRINT SERVICE (805)327-2501
S
FILE \CfjY
NO. ET
s-9-� s 6 J/4-7-zE✓ �t
DES. REV. DATE DESCRIPTION
SUB. APP.
DR. BY SUBMITTED Q APPROVED
DHE ��T K/
R.C.E. N0. 314O o
RICKS ,
ATE=, 1 NC.
C O N S U L T I N G C I V I L E N G I N E E R S
1326 H STREET, SUITE 21 , BAKERSFIEL_D, CA 98801 PHONE (805) 323-31(59
4" GUARDPOST
(4 REQUIRED)
LIMITS OF METER
AND BACKFLOW PREVENTER
ASSEMBLIES
3" WIDE
REFLECTO
WIThI CONCR
CONCRE
ROUNDED TOP
R
4" DIA. SC
STEEL PIPE,
TAPE
i
�o
I
H. 40
RLL N
E7E
0
I
737
if �
so
�o
a I
N
4
!7I
DETAIL C
GUARD POST 5
N T.S
NOTES:
1. BOTH 6' S7RAINER AND 6" ooMPOUND METER SHALL
BE PROVIDED BY C. W.S. CO. WITH SET OF NUTS,
BOLTS AND GASKETS
2. ALL FLANGES TO BE 125 L.8 STANDARD DRILLING.
J CENTER METER READING UO OVER METER HEAD.
4. ALL VALVES OUTSIDE 77-1E ccNCRETE" BOX REQUIRE
VALVE BOX AND COVER (SEE DETAIL CW 439R2 PAGE 7).
5. ALL UNDERGROUND MJ BOLT NUTS, AND BARE S1FE1.
SHALL BE PR07ECTED BY METALGUARD GREASE AND BIT
WRAP PER THE C. W.S. CO. FR07FCRVE COATING STANDARD.
6. IF 2' BALL VALVE CANNOT BE INSTALLED 11V THE METEI?
BOX, THEN A VALVE CASING ,AND COVER ASSEMBLY
SHALL BE REQUIRED.
7. 'RELD LOK' GASKETS SHALL 9E USED IN ALL TJ
VALVE, TJ PIPE AND TR -FLEX FITTINGS
8. ALL FABRICATED STEEL PIPE .AND F7T77NGS SHALL BE
FUSION EPDXY LINED AND COATED AFTER FABRICATION.
BUILT
-I- `l--9 y
SPEC. NO. CITY OF BAKERSFIELD
1096 —37 6" WATER LI N E
DATE BACKFLOW AND METER AS:)EMBLY
11-29--93 MISCELLANEOUS DETAILS
SHIT NO.
NUM.
ITEM
REQ.
DESCRlP710N
TYPE"
CORPORATION COCK MT MUELLER H-10003 1 1/2' CC x 2' IPT, OR APPROVED EQUAL
2'" ADAPTOR
A
2
B
2
CTO !PT FEMALE STREAMLINE
C
2
2" ELL 90' C TO C STREAMLINE
2" COPPER BYPASS TUB/NG TYPE 'K' SOFT
2' UNION 7�
C -/PT MALE (3PAR
D
1
E
1
F
1
2" BALL VALVE MUELLER 300 8-20283-3 OR APPROVED EQUAL F.GP. THREAD, 360' ROT"A710N
CONCRETE
G
1
BOX & EXTENSIONS BROOKS NO. 68 WITH SPLIT COVER WITH READING UD `38" x 48" INSIDE" DIMEN,
6"
H
1
DUCTILE IRON NIPPLE x 3'-0" AWWA APPROVED
SADDLE (DOUBLE STRAP)
1
2
6.90 x 1 1/2' CC, DUC77LE IRON AND 6.63 x 1 1/2" CC, SCH. 40
6'" GATE VALVE
J
4
MUELLER RESILIENT SEATED GATE VALVE OR APPROVED EQUAL
6" DUCTILE
K
2
IRON NIPPLE x 2'-0' AWWA APPROVED
6" RETAINER & ADAPTOR 'MEGA LUG' MECHANICAL JOINT RETAINER GLAND & ADkzTOR FLANGE x MJ
6" STRAINER
L
2
M
1
PROVIDED BY CAUFORNM WATER SERVICE
6' COMPOUND METER PROVIDED BY CALIFORNGA WATER SERVICE
6" DUCTILE IRON NIPPLE x 3'-O' AWWA APPROVED
N
1
0
1
P
2
FLANGED END 6' x 90' LONG RADIUS ELL AWWA APPROVED
Q
2
CONCRETE THRUST BLOCK SEE DETAIL CW 435R2 PAGE 7
BACKFLOW PREVENTE"R
P'IE-WO EQUAL- FE8®O MobF SZTyC)
FLANGED END 6' 4'-0"
R
1
S
2
x & 5'-0" -SeHEDULE-46- OUCi/LE /ROH 0/PE
6" TRANSITION SLEEVE COUPUNG DRESSER STYLE 38 WITH Y MIDDLE RING
6" CL 160 PVC PIPE ASTM D-2241, SDR 26
4" GUARD POST SEE DETAIL C5
6" x 90' LONG RAD/US PE ELL AWWA APPROVED
6" x 45' TJ ELL AWWA APPROVED
T
1
U
--
V
4
W
1
X
2
Y
2
Z
1
12" GATE VALVE
AWWA APPROVED
12' x 6" REDUCER "7R
A2
1
FLEX" WITH "FIELD LOK' GASKETS
12" CL 150 PIPELINE
82
--
SEE SHEET 2
C2
1
12' x 12" x 12' TJ TEE AWWA APPROVED
VALVE CASING AND COVER PER C.W.S. STANDARDS SEE DETAIL CW 43982 PAGE 7
D2
3
E2
1
314" COUPLING AND GATE VALVE
BRONZE GATE VALVE AND PLUG
REORDER FROM BLUEPRINT SERVICE (805)327-2501
S
FILE \CfjY
NO. ET
s-9-� s 6 J/4-7-zE✓ �t
DES. REV. DATE DESCRIPTION
SUB. APP.
DR. BY SUBMITTED Q APPROVED
DHE ��T K/
R.C.E. N0. 314O o
RICKS ,
ATE=, 1 NC.
C O N S U L T I N G C I V I L E N G I N E E R S
1326 H STREET, SUITE 21 , BAKERSFIEL_D, CA 98801 PHONE (805) 323-31(59
4" GUARDPOST
(4 REQUIRED)
LIMITS OF METER
AND BACKFLOW PREVENTER
ASSEMBLIES
3" WIDE
REFLECTO
WIThI CONCR
CONCRE
ROUNDED TOP
R
4" DIA. SC
STEEL PIPE,
TAPE
i
�o
I
H. 40
RLL N
E7E
0
I
737
if �
so
�o
a I
N
4
!7I
DETAIL C
GUARD POST 5
N T.S
NOTES:
1. BOTH 6' S7RAINER AND 6" ooMPOUND METER SHALL
BE PROVIDED BY C. W.S. CO. WITH SET OF NUTS,
BOLTS AND GASKETS
2. ALL FLANGES TO BE 125 L.8 STANDARD DRILLING.
J CENTER METER READING UO OVER METER HEAD.
4. ALL VALVES OUTSIDE 77-1E ccNCRETE" BOX REQUIRE
VALVE BOX AND COVER (SEE DETAIL CW 439R2 PAGE 7).
5. ALL UNDERGROUND MJ BOLT NUTS, AND BARE S1FE1.
SHALL BE PR07ECTED BY METALGUARD GREASE AND BIT
WRAP PER THE C. W.S. CO. FR07FCRVE COATING STANDARD.
6. IF 2' BALL VALVE CANNOT BE INSTALLED 11V THE METEI?
BOX, THEN A VALVE CASING ,AND COVER ASSEMBLY
SHALL BE REQUIRED.
7. 'RELD LOK' GASKETS SHALL 9E USED IN ALL TJ
VALVE, TJ PIPE AND TR -FLEX FITTINGS
8. ALL FABRICATED STEEL PIPE .AND F7T77NGS SHALL BE
FUSION EPDXY LINED AND COATED AFTER FABRICATION.
BUILT
-I- `l--9 y
SPEC. NO. CITY OF BAKERSFIELD
1096 —37 6" WATER LI N E
DATE BACKFLOW AND METER AS:)EMBLY
11-29--93 MISCELLANEOUS DETAILS
SHIT NO.
12" AWWA APPROVED
RESIL14NT SEATED
GATE VALVE
CAP
12" D1 PIPE
CONCRETE
THRUST BLOCK
(Ty°)
12" x 8" REDUCER —
"TR FLEX' WITH
"FIELD—LOK" GASKETS
6" CL160 PVC
6" CL160 PVC
6" x 4" HUB x
FLANGED TEE
CONCRETE
THRUST BLOCK
4" WHARF HYDRANT
SEE DETAIL / E ,
,� �� w. tq y`o �
No 13340
Exp. Date 5-:51-9T
�C I V 1
NO SCALE
I 2 3
psizs
coa
REORDER FROM BLUEPRINT SERVICE (805)327-2501
12" D/ PIPE
►2" DI PIPE
12" CAP MJ
12" AWWA APPROVED
RESILIANT SEATED
GATE VALVE
12" AWWA APPROVED
RESILIANT SEATED
GATE VALVE
12" TEE' TJ WITH
"FIELD LOr GASKETS
CONCRETE
THRUST BLOCK
BLOWOFF ASSEMBLY
SEE DETAIL
FLANGED ADAPTER
C FLANGE x HUB END
AWWA APPROVED
RESILIANT SEATED
GATE VALVE
THRUST BLOCK
6" CL160 PVC
6"x4"HUB x
FLANGED TEE
wwnc i c
THRUST BLOCK
PLAN A
PIPELINE FACIU77ES 6
THRUST BLOCK
FILE
No.
`CITY
TSC
-�{-9 A b UiG T �£1/ Mwi
3-fr-9 PIPING � TENSION Mini
DES.
2211Z ELL
OR 11 1/4' ELL
REV. DATE DESCRIPTION
SUB. APP.
DR. BY
Mi
SUBMITTED
APPROVED
CHECKMUS
%�
R.C.E. NO. 40
R.C.E. NO.
HALF OF REQ'D. _
AREA
_ P
HALF OF REWD
AREA
CROSS
AREA SAME AS —�
90ELL
90EL
6" P
CONCRE
THRUST ��......
TEE
CAP
AREA SAME
AS PLUG
AREA SAME AS PLUG
ELL
REDUCER
VALVE ANCHOR
> P��#4
REBAR ANCHORS
THRUST BLOCK SCHEDULE
BEARING AREA, SF
PIPE
SIZE
MAINLINE VALVE
OR TEE OR PLUG
90' EU 45' ELL
2211Z ELL
OR 11 1/4' ELL
4"
2
2 2
1
6"
3
4 2
2
r
5
7 4
2
10"
8
11 6
3
12"
11
16 8
4
16"
18
24 12
7
TYPICAL THRFJST BLOCKS B
6
CHRI:TY G-5 TRAFFIC VALVE BOX
WITH COVER AND PVC EXTENSIONS
'OWDE CONCRETE COLLAR
D" x 20" SQUARE)
WWA APPROVED IRON
I00 GATE VALVE
REBAR ANCHORS
SEC710N rD
1'?PlC.4l. VALVE FOR 6
PL'C P/PEUNE
NOTE: ALL THRUST BLOCKS TO
BE POURED AGAINST UNDISTURBED
SOIL„ CONCRETE SHALL BE
PLACED BEHIND BELLS OF
FIT77NGS.
BEARING AREAS SHOWN IN TABLE
ARE BASED ON ALLOWABLE SOIL
PRESSURE OF 1500 PSF AT 150 PSI
UNE PRESSURE.
4" WHARF
HEAD HYDRANT
PAINT EXPOSED
PIPING YELLOW
4" SCH. 40 STEEL
PIPE, COAT & WI -i
TO POINT ABOVE
GROUND SURFACE.
4" LONG RADI
90' ELBOW
THRUST BLOCKS ,.�k..
FOR MAINLINE PIPE E74D
i
EXIST. PA VED AREAS UNPA VED AREAS
BACKFILL COMPACTED 1-0 95X
i 6" i TRENCH WIDTH /RELA77VE COMPACTION
ASPHALT CONCRETE
SAWCUT
EXIST. A. C.
NOTES.•
1. BACKFILL MATERIAL TO BE
PLACED IN 8" LAYERS,
OF PROPERLY MOISTENED
MATERIAL
2. SURFACING TO BE TRIMMED
EXTRA WIDTH AFTER TRENCH
IS BACKFILLED
J. ALL WORK TO CONFORM TD
CALIF. DEPT OF TRANS STD.
SPEC/FICA ]TONS, CURRENT
EDITION.
6" MIN.
PIPE TRENCH DETAILS
RICKSm TAYLOR & ASSOCIATES, INC.
C O N+ U L T I N G C I V I L E N G I N E E R S
1 826 H STREET, SUITE 21, BAKERSFIE! D, CA 93301 PHONE (805) 323-3169
&NAIL - 4" WHARF HYDRANT
D
BACKFILL COMPACTED! TO 85X
RELATIVE COMPAC710,1V
Zi
co
4" GATE VALVE
W/VALVE BOX
METALLIC PIPE
IDENTTFrER TAPE
GRANULAR MATERIAL IN
TRENCH ZONE COMPACTED TO
85X MIN. RELATIVE DENSITY
— POLYEHTYLENE ENCASEMEW 8 MIL.
(FOR DUCTILE IRO.0 PIPE)
2'
rr'
A u
9/-9 /c/
SPEC. NO. CITY OF BAKERSFIELD
1096-37 WATER MAIN EXTENSION
MT. VERNON RECYCLING FACILITY
DAT E:
3-16-94 MISCELLANEOUS DETAILS
HEFT N0.
6
0 F'
7
Note:
1 • Frame and cover to be of good quality
cast iron, free from flows and
blow holes, and of sufficient strength
to resist breakage by street traffic.
2. Castings to be true, and if necessary
to be trimmed on emery wheel to
prevent rocking of cover in any
position in the frame.
3. See drawing CW 439 for Valve Cover,
Cosing, and Frame Installation Details.
SECTION A -A SECTION B -B
i €
7+=
t�
3 5/e' 5/ir I 3/4' SO. OPENING (- 3 3/4 3/4" 3/4" SO. OPENING
1/4- COVER "B" 5/8" COVER "A" A
Ll
I RAISED LETTERING
1/a \
s/e• RAISED DETAIL
1/4'
3/4° RAISED DETAIL 11r 1 11 11 1 ❑ ❑
t/4'
RAISED 7
� \
1 3/4' LETTERING
3/8'x_- El❑
i ❑❑❑❑❑❑❑
COVER "8' \ �❑❑❑0❑17, O /
5 3/4- RADIUS
4 1/4" RADIUS
NOTE:
LETTERING AND DETAILS SHALL BE RAISED
1/8' ABOVE FACE OF COVER "A" AND "B". --
TOP VIEW OF C0:'ER "A" AND "B"
COVER "A"
FOR UNPAVED AREAS
COVER -A-
6 3/8" RADIUS
4 1/4- RADIUS
COVER "B"
FOR PAVED AREAS
SECTION C -C
Pt 2 5/ 16"
FRAME DETAIL FOR COVER "B"
IN PAVED AREAS.
Volvo cosing to be 12- LD
/14 GA. Well Casing,
t 3 ft. long or as required.
SECTION THROUGH COVER "A" SECTION THROUGH COVER "If AND FRAI(E
FOR UNPAVED AREAS FOR PAVED AREAS
CIV VALVE COVER AND FRAME FABRICATION
14R2DETAILS FOR PAVED AND UNPAVED AREAS
DIA. 10 5/tr(
THRUST
1/2'
3' WEN. 'o •o.•
0 0 o'
DiA. 11 1 /8•
0,
•o :o
PIrP� E
SIZE
FITTING
Du II 1/7
TYPE OF SOIL
SAND
2000 P.S.F.I
D MENS ON FEET
MIN.
aaAREA A B
(SO. FT.)
1/19'
ONLY OR PER
DIA. 12 3/4" --
AGENCY'S REQUIREMENTS)400
P.C.C. (CONTRACTOR'S OPTION)
-tAIT1/.,
OLA. 14 1/4"
CONSTRUCT CLASS "8" P.C.C.-J "1
1.
COLLAR. EXTEND COLLAR TO
OLA. 15 1/4"3/
1
IN SAUNAS ONLY - INSTALL
FRAME DETAIL FOR COVER "B"
IN PAVED AREAS.
Volvo cosing to be 12- LD
/14 GA. Well Casing,
t 3 ft. long or as required.
SECTION THROUGH COVER "A" SECTION THROUGH COVER "If AND FRAI(E
FOR UNPAVED AREAS FOR PAVED AREAS
CIV VALVE COVER AND FRAME FABRICATION
14R2DETAILS FOR PAVED AND UNPAVED AREAS
TRENCH WALL-
45'
!I MIN.
CONCRETE -�
SECTION A -
C T
35R
!� A BEARING AREA
I SO. FT.
CCC / (A x B)
tT2ENON
CONCRM WALL
MTE
AN.
(TYP) I1r MIN.
A
L,A
TEE
1/4 -
VALVE
/4"
VALVE COVER AND FRAME IN PAVED AREJ .S - HALF SECTION
:s
COVER PER DWG. CW -14 FRAME PER DWG. CW -14
AN
PAR" r Kix. OF Part GOVE MG AQ11IWr3 U4.
TEE & SOLID PLUGCONSTRUCT 2" MIN. A.C. (2 1/2' So. - KERN COUNTY) FINISHED GRADE
IN FLEXIBLE P EMENT AREAS. ( 3' MIN. - SALJNAS)
45' ELL
s
A
-%,'
90° ELL
BEARING AREA DETAIL
TYPICAL THRUST BLOCK
INSTALLATION
rDP-
\crry
549 v /
�V REV. DATE
SCALE' 1' = 1' �p SUBMIT -TED
• 0 I 2 3
CHECK R.C.E.
REORDER FROM BLUEPRINT SERVICE (605)327-2501
0/4-7
DESCRIPTION
APPROVED
4 0 R
CASING FOOTING
THRUST
BLOCK SCHEDULE
3' WEN. 'o •o.•
0 0 o'
o• o. o w
o o VARIABLE �,
0,
•o :o
PIrP� E
SIZE
FITTING
S FT CLAY
1000 P.S.F.I
DIMENsaN
MIN.
AEA B
(SO. Fr.)
TYPE OF SOIL
SAND
2000 P.S.F.I
D MENS ON FEET
MIN.
aaAREA A B
(SO. FT.)
ROCK
3000 P.S.F.
DIMENSION FEET
MIN.
BEAR
ARA B
SO. FT.)
ONLY OR PER
L
AGENCY'S REQUIREMENTS)400
P.C.C. (CONTRACTOR'S OPTION)
-tAIT1/.,
BASE ROCK VARIES TO EQUAL
CONSTRUCT CLASS "8" P.C.C.-J "1
1.
COLLAR. EXTEND COLLAR TO
FULL COMPACTION
1
IN SAUNAS ONLY - INSTALL
90' ELL
8
3.2
2.5
4.1
2.7
1.5
3
2
1.5
g"
45' ELL
4.4
2.2
2
2.3
1.5
1.5
1.5
1.5
1
22 1 ELL
2.3
L5
1.5
1
1
1
1
1
TEE W K' OUTLET
6
3
2
3
2
1.5
2
2
1
PLUG CAP
10
4
2.5
5
2.5
2
3.3
2.2
1.5
14
4
3.5
7
2.8
2.5
5
2.5
2
8"
ELL
7.5
3
2.5 1
3.8
2
1.9
2.6
1.7
1.5
22 1/2 -ELL
4
2
2 1
2
2
1
1.5
1.5
1
TIE W e" OUTLET
10
4
2.5 1
5
2.5
2
3.3
2.2
1.5
PLUG, CAP
24
6
4 1
12
4
3
7.5
3
2.5
90' ELL
32.5
6.5
5 1
16.1
4.6
3.5
10.e
3.6
3
12"
45' ELL
17.5
5
3.5 1
8.8
3.5
2.5
6
3
2
22 1/2w ELL
9
3.6
2.5 1
4.6
2.3 1
2
3
2
1.5
TEi W 1 OUTLET
24
6
4
2
4
3
7.5
3
2.5
PLUG, CAP
31.5
6.3
5
15.8
4.5
3.5
10.5
3.5
3
go' ELL
44.4
7.4
6
22
5.5
4
14.7
4.2
3.5
14'
4.' E'
24
6
4
12
4
3
8.1
3
2.7
22 1 2' ELL
12
4
3
6
3
2
4
2
2
TEE W 14' OUTLET
31.5
6.3
5
15.8
45
3.5
10.5
3.5
3
PLUG, CAP
40.7
7.4
5.5
20
5
4
13.5
4.5
3
90' ELL
56
8
7
28.8
6.4
4.5
20
5
4
16"
45' ELL
31
6.2
1 5
15.8 1
4.5
3.5
1 10.5
3.5
3
22 1 2 ELL
15.8
4.5
3.5
7.8
3
2.6
5.2
2.6
2
W
TIE 1 OUTLET
40.7
7.4
5.5
20
5
4
13.5
4.5
3
PLUG. CAP
52
8
6.5
26 4
6.6
4
17.5
5
3.5
g0'
75
f 0
7.5
37
7.4
5
24.8
6.2
4
18"
45' ELL
40.7
7.4
5.5
20
5
4
14
4
3.5
22 1/2 ELL
20
S
4
t 0.5
3.5
3
69
3
2.3
TEE W 1 OUTLET
1 52
1 8
6.5
26 4
6-6
4
17.5
5 1
3.5
NOTE: I. TMUfT 9LOC" G FOR A kWOML1M OF 150 PW VAM PNQTSiM
a ALL wNa1[rt bras CEWAIN 6 wars of caxrT I" CUM VAM
J. "UST NJXKS AWL K POURM AGAAW UWC$SnXWD 50A.
.. KEEP ALL C0NCFWI1 CLEAR OF M JCWM ON ALL F?rT=.
TRENCH WALL-
45'
!I MIN.
CONCRETE -�
SECTION A -
C T
35R
!� A BEARING AREA
I SO. FT.
CCC / (A x B)
tT2ENON
CONCRM WALL
MTE
AN.
(TYP) I1r MIN.
A
L,A
TEE
1/4 -
VALVE
/4"
VALVE COVER AND FRAME IN PAVED AREJ .S - HALF SECTION
:s
COVER PER DWG. CW -14 FRAME PER DWG. CW -14
AN
PAR" r Kix. OF Part GOVE MG AQ11IWr3 U4.
TEE & SOLID PLUGCONSTRUCT 2" MIN. A.C. (2 1/2' So. - KERN COUNTY) FINISHED GRADE
IN FLEXIBLE P EMENT AREAS. ( 3' MIN. - SALJNAS)
45' ELL
s
A
-%,'
90° ELL
BEARING AREA DETAIL
TYPICAL THRUST BLOCK
INSTALLATION
rDP-
\crry
549 v /
�V REV. DATE
SCALE' 1' = 1' �p SUBMIT -TED
• 0 I 2 3
CHECK R.C.E.
REORDER FROM BLUEPRINT SERVICE (605)327-2501
0/4-7
DESCRIPTION
APPROVED
4 0 R
VALVE CASING PER DWG. CW -14
VALVE COVER IN UNPAVED AREAS - HALF SECTION
Y
LEVEL TWO BRICKS
TO PROVIDE END
BEARING OF VALVE
CASING.
FULL COMPACTI(
AROUND VALVE
BONNET REQUIR
WIRE TIES -J
REINFORCEMENT DETAIL
CASING
(SEE TOP VIEW)
VALVE
CASING FOOTING
Ao, o
�• �'
-o
`.
et.
3' WEN. 'o •o.•
0 0 o'
o• o. o w
o o VARIABLE �,
0,
•o :o
•o 0.
ao? THICKNESS V1Iv�'
'00'0 0 0 ..
.o
// ! °• 0 0 0'00"
*(8" KERN COUAND SALINAS I I II
tVERNING
I I I I CONSTRUCT SUB BASE
ONLY OR PER
I II
II TO SUBGRADE OR EXTEND
AGENCY'S REQUIREMENTS)400
P.C.C. (CONTRACTOR'S OPTION)
-tAIT1/.,
BASE ROCK VARIES TO EQUAL
CONSTRUCT CLASS "8" P.C.C.-J "1
STREET SECTION.
COLLAR. EXTEND COLLAR TO
FULL COMPACTION
FINISHED GRADE IN RIGID
PAVEMENT AREAS.
IN SAUNAS ONLY - INSTALL
#4 DIAGONALLY (2" FROM
CASING AND 3" ABOVE THE
BOTTOM OF P.C.C.), SEE
VALVE CASING PER
DETAIL BELOW.
DWG. CW- 14
--FINISHED GRADE
COVER PER DWG. CW -14
2'
�I ... �..
T7_
..J. ... I ... I
1
VALVE CASING PER DWG. CW -14
VALVE COVER IN UNPAVED AREAS - HALF SECTION
Y
LEVEL TWO BRICKS
TO PROVIDE END
BEARING OF VALVE
CASING.
FULL COMPACTI(
AROUND VALVE
BONNET REQUIR
WIRE TIES -J
REINFORCEMENT DETAIL
CASING
(SEE TOP VIEW)
VALVE
CASING FOOTING
- TOP VIEW
VALVE CASING
FOOTING
- SIDE VIEW
CW
VALVE
CASING,
COVER,
AND
FRAME
439R
INSTALLATION DETAILS
FINISHED
GRADE
24" f COVER -
(30" MIN. COVER
IN KERN CO.
AND IF REQUIRED -
BY LOCAL GOVERNING
AGENCY) -
2" x 17 J
NIPPLE `_:TD. GALV. S
(ADJUST LENGTH OF II
NIPPLE IF WATER
MAIN HAS GREATER
THAN OR LESS THAN
4' Or- COVER.)
2" STREET ELL.
90' STD. GALV.
2" ELL 90' STD.
BRONZE
BLOCK CAP WITH CONCRETE
PER LATEST REVISION
OF DWG. CW435
2" PLUG STD. GALV.
VALVE CASING AND COVER INSTALLATION AND
AND FABRICATION PER LATEST REVISION OF
DRAWINGS CW439 AND CW14
2" COUPLING STD. GALV.
(HAND TIGHT)
I 2" BALL VALVE STD. F.I.P. THREAD
BOTH ENDS, 360 DEGREE ROTATION,
TT -11 MUELLER 8-20283-3, OR
FORD 811-777-R
2 - 2" STREET ELL STD.
901 BRONZE
2" x 24" NIPPLE STD. BRASS
(OR ADJUST LENGTH OF NIPPLE IF
DEPTH OF WATER MAIN HAS
GREATER THAN OR LESS
THAN 4' OF COVER.
2" x 3" NIPPLE STD. BRASS
CAP MECHANICAL JOINT
2' IPT TAP
6
P1ORPVC C-90
CTAT 2" STANDARD BLOWOFF
122R�) ASSEMBLY
4' NOMINAL
COVEF
PAVEMENT REPLACEMENT
MINIMUM 2" DEEP
SEAL COAT OF
SC70 OR MC70
ASHPALT EMULSION
ROCK BASE REPLACEMENT
MINIMUM 4" DEEP MATCH
EXISTING IF OVER 4"
STABILIZED FILL
EXISTING PAVEMENT
o EXISTING ROCK OR
. s CONCRETE BASE
0 0
\\�%�%
EXISTING GROUND
NOTES
1. Place seal coat as shown on base in ell cases
before placing top pavement.
2. If the paving being replaced is A.C., then the replacement
paving and rock base shall match the existing pavement
Section, or with a minimum of four incneS of rock base
and two inches of A.C., whichever is the greater.
3. Pavement base shall be replaced CIS concrete to match
existing when concrete has been removed.
4. If the paving being replaced is oil and screenings, then
the replacement paving and rock base shall match
the existing pavement section.
LCIV RECOMMENDED PLAN AND SPECIFICATIONS
23682 FOR REPLACING PAVEMENT
IMPORT BACKFILL REQUIRED WHEN GOVERNING NOTES:
AGENCY'S COMPACTION REQUIREMENTS CANNOT
BE MET WITH NATIVI= BACKFILL
i. Inspection of all materials and installation
for pipeline, hydrants and services must be
PAVEMENT & BASERQCK made by California Water Service Company,
FINISHED GRADE (WHERE REQUIRED) Telephone: ($05) 324-6011 at least 24 hours
W," starting work on water facilities.
2, Any easements and rights-af-way, which may
be necessary or reasonably appropriate for
o the extension will be conveyed or caused
o to be conveyed by the applicant.
Contact underground Service Alert at
' 4' MIN 800-642-24.44 of least 48 hours prior to the
' UNLESS commencement of this project.
OTHERWISE
SAND ENVELOPENOTEDDU
4. Place a continuous wire and/or strip of
TRACER WIRE ' _ detector tape over all pipe and extend up
(FOR AL- NON-FERROUS PIPE) into all valve boxes. Tracer wire is required
12' oat all nonferrous Pipe.
POLYETHYLENE !Eti'CASEtREMT gMIt, 5. For details of typical thrust block installation,
(FGR DtiCTRE IKCN Pip
E} see drawing C`dY 435-R1.
Protect underground flexible couplings, bare
PVC C-900 PIPE steel, MJxMJ sleeves and bolts as follows:
OR DUCTILE IRON PIPE I I 1. The entire area of the fitting should be
dry and free of dust, dirt or other foreign
NOTE: matter. Rust or other foreign material should
1 • ALL EXCESS SPOIL 1N TRACT IS TO REMAIN TRENCHSIDE be removed b scraping o 9 wire brushing,
AND ALL EXCESS SPOIL OEE TRACT IS TO BE REMOVED. be re with o dry coon cloth may
be
2. 1111 VALVE CASINGS AND COVERS SHALL BE RAISED TO FINISHED necessary to remove particles from brush
GRADE AFTER PERMANENT PAVEMENT HAS BEEN PLACED. cleoning. Any oil or grease must be
removed using a low residue volatile
TRENCH CROSS SECTION petroleum solvent before application of grease
NTS and wrapping.
2. The exposed orea should be coated with a
heavy coating of Metoiguard #301 grease by
the glove method to a thickness of at least
1/4 inch,
3. Firmly wrap the entire grease area with at
least two layers half lopped of a woven glass
filament m"h(Res or Bit Wrap, V wide) Apply
grease between each layer during wrapping,
working the grease into the mash openings.
4. Cover the entire mesh wrapped area of fit-
ting with at least 1/4 inch thick of Metal -
guard #301 grease by the glove method.
NOTE
~�F f 5. Firmly apply two layers of the polywrop
FOR ALL VALVE CAS/NGS, tube over protected area by splitting the
Q g q�F VALVE COVERS, BLOWOFFS, tube and taping the
THRUST BLOCKS AND the PVC tape g paMMrnp in place with
a TRENCHING BETWEEN
Z I 6. Backfilling may follow immediately after
I rn ( STA. 0+00 AND STA. 19+46 the of pe
LIU rn P ywrop tutee is taped Close.
lac : ,X1� , . 3-3/-97 ao REFER TO DETAILS ON 7. Water main shall !x installed at least 10 ft
THIS SHEET.AS BU LT
tl� * horizontally from and one foot higher than
��9\t storm and sanitary sewers located parallel to
`r',r ; the main if feasible. Center a 20 foot
`�'"""' Q 5-- V_ C� length at all storm and sanitary sewer crosa-
�',� A�^•��, in s. Minimum se
g partition between sewer orad
��` * water main sholl be one foot unless otherwise
indicated.
SU8 APP RICKS, TAYLOR & ASSOCIATES, INC.
C O N S U L T I N G C I V I L E N G I N E E R S
1,926 H STREET, SUITE 21 , BAKERSFIELD, CA J8a01 PHONE (805) 323-9169
SPEC. NO.
1096'-•37
DATE
11-29-�93
8. No valve covers or meter boxes are to lie in
sidewalks, cross gutter, curb or drivewayv.
Each service should also be located to provide
protection to the meter box from auto
traffic and Dnrking
9. The exact location of each service to be de-
termined at the time of installation tc avoir
conflicts with other utilities. Therefore, the
number of long, short and split sarvices
may vary.
10. location of blow -off in new stl•eet area wia
terminate where street improvement ends.
11. Services installed across street area wil
need import backfill when government agenc;'s
compaction requirements connot be met with
native backfill.
12. It is the responsibility of the contractor to
verify the exact location and depth of all
existing and proposed facilities prior to
water main installation.
13. The list of materials for this project is for
CNS Co. estimating and reference purposes
only and is not intended as o full take -off
of material required,
14. The water supply for this development is from
local underground aquifers. Additional welts
for replacement and pressure wi:l be required
in the future.
15. Developer sholl obtain all permits necessary
for the installation of the focilititxs,
16. This water plan design is based on incomplete
and unapproved improvement plans. Therefore:
sewers, storm drains and street grading con--
flicta may occur.
17, G= Indicates fire hydrant (Bakersfield)
Limits of CWS Co. ownership for each hydrtint:
1 - 6 Inch Outlet Tee GTxFLG C! CL
1 - 6x8-3/40/16 Inch Ring Gasket W/CI
8 - 3/4x3-1/2 Inch Machine Bolts W/Hex Nuts,
18-8 Stainless Steel
1 - 6 Inch Gate Valve FLGxTJ NRS NO RS
1 - Votve Cosingg and Cover Assembly
1 - 6 Inch Ell 90 A4JxSpigot (IF NEEDED)
7 Feet of 6 Inch Ductile Iron Pipe
1 - 6x42 Inch Fire Hydrant Bury FLGx.MJ
1 - 6x6 Inch Fire Hydrant Extension F/Rich
1 - Fire Hydrant Clow 850 2-1/2 & 4 NST
1 - Set Bolts, Nuts and Gasket F/Rich Hyd.
Polywrop Tubing, PVC Tape, Line Guard and
and Misc. Coating and Material.
(The fire chief will make the final choice of
fire hydrant hood with CWS Co. opprovoi.)
Applicant to provide fire hydrant head, bury
and extension through the City of Bakersfield
Fre Department.
CITY OF BAKERSFIELD
WATER MAIN EXTENSION
CALFIORNIA WATER SERVICE COMPANY
MISCELLANEOUS DETAILS
SPIEET NO.
. �7
OF
W
380 j
4
O
378
376
374
372
Ed
370
368
_ -._ • - - 1.14
- - — --- -- -z -
-- -- — -- L
366 -- - = _ -_-J --
S-23 S-22 S-21 S-20 S-19 S-18 S-17 S-16 S-15 S-14 S-13 S-12 S-1 1 S-10 S-9 S-8 S-7 S--6
SCALE: NOR/Z. 1 » = 100'
VERT. 1 " 2'
6" CL 160
PVC PIPE
6" MJ FLANGE - �-
CONNECT TO 6" FLG. -
INSTALLED BY OTHERS
GATE VALVE -
EXIS77NG
WELL
OBSERVA77ON WELL
DO NOT DISTURB
INSTALL 90' ELBOW
STA. 18+63.14
h
0
N
EXIS77NG LAMP N
APPROXIMATE LOG477ON
OF ELECIR/CAL, SERVICE.
LOG47F PR/OR TO
EXCAVATION N i
aErac a
7A
N
-8 S-17 S-16 S-15
INSTALL 1/2" A/R VALVE s71�CTL
STA. 18+00 1
FESS/ STA S-22+58.31
Q� Oiv I CONNECT TO 6"
W. !gy"9l� I FLG. MAN/FOLD
SEE DETAIL A
�_n No 13340 7A
Exp. Date 3-3197,
C1V1�-P
PRESSURE TANK
SCALE1 " = 100'
0 I 2 3
a
REORDER FROM BLUEPRINT SERVICE (805)327-2501
S 1 - :1L -s-- 1 -L
N 89'52'07" N'
4 EXIS77MG 6" SS ER
EXIS77NG CH VNUNK FENCE —
FU7URE SET77JNG TANKS zz INSTALL 4" WHARF -
jl HYt)RANT ASSEMBLY
STS.. S-5+15
UNDERGROUND 12 Kv ELECTRICAL SEE; DETAIL E
UNES
VER/FY LOG477ON AND
DEPTH PR/OR TO TRENCH EXCAVA77ON 6
PR/MARY SETTING TANKS
EXIS77NG 36' SEWER
INSTALL 6" END CAP
AND THRUST BLOCK
LEGEND
EDGE OF PAVEMENT INSTALL C-
SECT70N UNE - - CAT VALVE
54"/48" RCP --- - - - EACH SIDE
BARBED WIRE FENCE X X X X x
ChGA/NUNK FENCE 0o- 0 o-
36" SEWER — —
PROJECT -
FILE
NO.
O
3 2/ A/ GGv
DES.kr
382
SUB. APP.
CHA/NUNK :cFNCE BY OTHERS
SUBMITTED /0
�CHECK
APPROVED
W
380 j
4
O
378
376
374
372
Ed
370
368
_ -._ • - - 1.14
- - — --- -- -z -
-- -- — -- L
366 -- - = _ -_-J --
S-23 S-22 S-21 S-20 S-19 S-18 S-17 S-16 S-15 S-14 S-13 S-12 S-1 1 S-10 S-9 S-8 S-7 S--6
SCALE: NOR/Z. 1 » = 100'
VERT. 1 " 2'
6" CL 160
PVC PIPE
6" MJ FLANGE - �-
CONNECT TO 6" FLG. -
INSTALLED BY OTHERS
GATE VALVE -
EXIS77NG
WELL
OBSERVA77ON WELL
DO NOT DISTURB
INSTALL 90' ELBOW
STA. 18+63.14
h
0
N
EXIS77NG LAMP N
APPROXIMATE LOG477ON
OF ELECIR/CAL, SERVICE.
LOG47F PR/OR TO
EXCAVATION N i
aErac a
7A
N
-8 S-17 S-16 S-15
INSTALL 1/2" A/R VALVE s71�CTL
STA. 18+00 1
FESS/ STA S-22+58.31
Q� Oiv I CONNECT TO 6"
W. !gy"9l� I FLG. MAN/FOLD
SEE DETAIL A
�_n No 13340 7A
Exp. Date 3-3197,
C1V1�-P
PRESSURE TANK
SCALE1 " = 100'
0 I 2 3
a
REORDER FROM BLUEPRINT SERVICE (805)327-2501
S 1 - :1L -s-- 1 -L
N 89'52'07" N'
4 EXIS77MG 6" SS ER
EXIS77NG CH VNUNK FENCE —
FU7URE SET77JNG TANKS zz INSTALL 4" WHARF -
jl HYt)RANT ASSEMBLY
STS.. S-5+15
UNDERGROUND 12 Kv ELECTRICAL SEE; DETAIL E
UNES
VER/FY LOG477ON AND
DEPTH PR/OR TO TRENCH EXCAVA77ON 6
PR/MARY SETTING TANKS
EXIS77NG 36' SEWER
INSTALL 6" END CAP
AND THRUST BLOCK
LEGEND
EDGE OF PAVEMENT INSTALL C-
SECT70N UNE - - CAT VALVE
54"/48" RCP --- - - - EACH SIDE
BARBED WIRE FENCE X X X X x
ChGA/NUNK FENCE 0o- 0 o-
36" SEWER — —
PROJECT -
FILE
NO.
S -y-9>► A -is vi t T R E✓ Mw 7
3 2/ A/ GGv
DES.kr
REV. DATE DESCRIPTION
SUB. APP.
CHA/NUNK :cFNCE BY OTHERS
SUBMITTED /0
�CHECK
APPROVED
/( arT
R.C.Elit0.
S-5 S-4
VERNON A'
10' CASA
MT. VER1\
PHONE CABLES
NSTALL 4" WHARF
YDRANT AS'EMBUES
1117A.
CHA/NUNK :cFNCE BY OTHERS
83+78.21,
STA. 79+49 AND
STA. 71+14.-4
-INSTALL 6"
I-
GATE' VALVE
51 S0' 835'
418.77'
10' 10' STA. 83+88.21
10'
in
INSTALL 6' LND CAP
TYP.
M
V��
AND THRUST BLOCK
:lcSTA. 83+98.21
RCP
INSTALL i�" TEE
C6 w
CL 160 PVC
ANA CO/VCI?FE
TNRUST 13LOCK
T
S-5 S-4
VERNON A'
10' CASA
MT. VER1\
PHONE CABLES
68 69 70
71
;58,'_
1713
371.>
374
37 21
371")
..)6 (3
7 6 :) �..
MJ ELBOWS _ 4
P.I. STA. S-1 +53.76
> W MATCHLINE SHEET 4
INSTALL 4" WHARF I `O
HYDRANT ASSEMBLY I I
STA. S-1 +26.43 48" IRR/DATION
SEE DETAIL E I DISTRIBU77ON UNE
6
i IN I
I110 1
f1 I Imo--- 15" IRRIG4770N
6" CL 160 PVC PIPE I I LATERAL NO. 1
W I
q0
of I v + :� °►�° '� 4
b
hl� IN Q �I ago - 2
I I zy
-INSTALL 4" WHARF
Q
21 y y
HYDRANT HYDRANT ASSEMBLY
INSTALL 6" TFL: WITH TWO CSTA 71 + 14.44 `
GATE VALVES AND 10' EXTENSION 5 !� SEE DETAIL E 10'
TO THE WEST SEE DETAIL B o ! 6
STA. 70+64.44 7A �� I 6" CL 160 PVC PIPE
ao
I I71 N 89'52'07" W 73 79 80 l 83
(— I-
1 14
1 8 77.
STA. 704 64.44 -INSTALL 6.,(4- TEES 1 I
o--o---�—---o-----�:
STA. 83+78.21,AS BUILT
- --
STA. 79+49 ANL) I I7
_ DETAIL B STA. 71+14.44
7A
I NOTE. CHAINUNK FENCE BY OHERS'
y -q yl. SOUTHWEST CORNEA'
RICKS, TAYLOR & ASSOCIATES, INC
C O N S U L T I N G C I V I L E N G I N E E R S
1 326 H STREE--, SUITE 21, BAKERSFIELD, CA 98801 PHONE (805) 323-3169
SEC. 10 T30S,R28C
SPEC. NO,
1096-37
DATE
3—r:1-94
I I LOCATE EXISTING 15" DIA.
I I IRRIG477ON UNE PRIOR TO
I EXCAVATING FOR TRENCH
C17Y OF WERSFIELD
DOMESTIC PIPELINE
PLAN AND PROFILE
STA.S-0+00 TO STA. "; —23+00
SHEET N0.
7A
OF
7
QO
M
V��
to)
RCP
C6 w
T
S -3
S-2
1 S-0
66 67
�-- EXISTING
2' PVC
WATER
LIVE, 12" DEEP
A A
A A
�
-_ Ip
I
/
INSTALL 10' x 80'
y
'_�
/
�,-
PVC CASING ACROSS
_y
M
MT VERNON AVE.
P.I. STA S-2415.14
I
6' CROSS
E4 =
STA. 63+47 BK
INSTALL 45'
STA. S--0+00 AHD
SEE DETAIL B
68 69 70
71
;58,'_
1713
371.>
374
37 21
371")
..)6 (3
7 6 :) �..
MJ ELBOWS _ 4
P.I. STA. S-1 +53.76
> W MATCHLINE SHEET 4
INSTALL 4" WHARF I `O
HYDRANT ASSEMBLY I I
STA. S-1 +26.43 48" IRR/DATION
SEE DETAIL E I DISTRIBU77ON UNE
6
i IN I
I110 1
f1 I Imo--- 15" IRRIG4770N
6" CL 160 PVC PIPE I I LATERAL NO. 1
W I
q0
of I v + :� °►�° '� 4
b
hl� IN Q �I ago - 2
I I zy
-INSTALL 4" WHARF
Q
21 y y
HYDRANT HYDRANT ASSEMBLY
INSTALL 6" TFL: WITH TWO CSTA 71 + 14.44 `
GATE VALVES AND 10' EXTENSION 5 !� SEE DETAIL E 10'
TO THE WEST SEE DETAIL B o ! 6
STA. 70+64.44 7A �� I 6" CL 160 PVC PIPE
ao
I I71 N 89'52'07" W 73 79 80 l 83
(— I-
1 14
1 8 77.
STA. 704 64.44 -INSTALL 6.,(4- TEES 1 I
o--o---�—---o-----�:
STA. 83+78.21,AS BUILT
- --
STA. 79+49 ANL) I I7
_ DETAIL B STA. 71+14.44
7A
I NOTE. CHAINUNK FENCE BY OHERS'
y -q yl. SOUTHWEST CORNEA'
RICKS, TAYLOR & ASSOCIATES, INC
C O N S U L T I N G C I V I L E N G I N E E R S
1 326 H STREE--, SUITE 21, BAKERSFIELD, CA 98801 PHONE (805) 323-3169
SEC. 10 T30S,R28C
SPEC. NO,
1096-37
DATE
3—r:1-94
I I LOCATE EXISTING 15" DIA.
I I IRRIG477ON UNE PRIOR TO
I EXCAVATING FOR TRENCH
C17Y OF WERSFIELD
DOMESTIC PIPELINE
PLAN AND PROFILE
STA.S-0+00 TO STA. "; —23+00
SHEET N0.
7A
OF
7