HomeMy WebLinkAbout1.6-6853 Ph 1 - 6 RevAPPROVED BY:
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GENERAL MANAGER, VAUGHN WATER COMPANY
VAN GRAYER
APPROVED BY:
COMPANY ENGINEER, VAUGHN WATER COMPANY
DEE JASPAR R.C.E. 23042 (EXP.12/31 /13)
BENCHMARK USED:
TOP OF CONCRETE MONUMENT AT THE EAST BOUNDARY OF
TRACT 5869-3 AT THE CENTER LINE OF BRIMHALL ROAD.
ELEVATION = 373.45 (CITY OF BAKERSFIELD DATUM)
DATE
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PHASE 1-6
BAKERSFIELD, CALIFORNIA
MATERIALS LIST
ESTIMATED QUANT111ES FOR PLAN
CHECK AND INSPECTION FEE CALCULATIONS.
NOT TO BE USED FOR BIDDING PURPOSES.
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CD TITLE SHEET
VAUGHN WATER NOTES
CD WEST HALF PLAN VIEW
® EAST HALF PLAN VIEW
CE> VAUGHN WATER DETAILS
® VAUGHN WATER DETAILS
FRED W.
GENERAL
VAN GRA
COMPANY ENGIN
DEE JASPAR R
, VAUGHN WATER COMPANY
P.M. 4512
BK. 20, PG. 57
WATER COMPANY
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COLOR SELECTED BY VAUGHN
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DATE: 3/12/07 PLATE No. 150
A= ALL STEEL. PPE, VALVES, & FITTINGS SHALL
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PIPELINE At VALVES TO BE SIZED BY
ENGINEER PRIOR TO INSTALAIM
(BY
CHRISTI c••5 CHRSTY 81730
VALVE BOX At tID UTLRY BOX & UD
ET5' -'T
DETECTOR OLiECK VALVE
THRUST BLOCK M. VINIC
SECTION A -A
N.T.S.
A VWC PRIVATE A
`• FDC (BY OTHERS)
DUCTILE DETECTOR C HM VALVE VAUGI
IRON
,TELE j
E- -="=---1 _ SY
b' -t0 2'-D PLAN DATE: 7/1
REVISED: 7
AS BARED TB CLEAR OUvEVAY
INSTALL 2" THREADEDMALEIFEMALE
ELLiOWy'�Ny� EACH.
DRIVEWAY
i�
COVER p NG
SCREEN.USE2O O MESH
401w
THRUST BLOCK
'TYP.
Oft 1H1 GAGE
DRIVE APPROACH y4te'
FLgAT1NE
x a�X
5rANa ESS CLAMP.MA
STEEL
jBRDMES
Ar
r APCD OR CRO" Na -RELEASE
i�s7TRAIIPlB }
rINTERNALLY
jMU
W(FO'
VALVE AND BE COATED ANO
LIMED WITH 3M
SCOTCH
TOP OF CONCRETE 1/4`
PPE WAU OF 24*L
"x
KDRE tic
DELDW EXSiWG SLR7FACEi
s'0 STEEL
SEE PAGE 8 DE NI7
UWC STAAR05.
r JAMES
CONTRACTOR SMALL A 11" MRN. CAP !
i ---r BRONZE GATE VN.VVE
.ice ALL STEEL PIPE. VALVES, & PITTINGS SHALL
BE EPDXY LINED AND COATED LA.W.
AWWA 0213.
PIPELINE At VALVES TO BE SIZED BY
ENGINEER PRIOR TO INSTALAIM
(BY
CHRISTI c••5 CHRSTY 81730
VALVE BOX At tID UTLRY BOX & UD
ET5' -'T
DETECTOR OLiECK VALVE
THRUST BLOCK M. VINIC
SECTION A -A
N.T.S.
A VWC PRIVATE A
`• FDC (BY OTHERS)
DUCTILE DETECTOR C HM VALVE VAUGI
IRON
,TELE j
E- -="=---1 _ SY
b' -t0 2'-D PLAN DATE: 7/1
REVISED: 7
AS BARED TB CLEAR OUvEVAY
it, V4
DRIVEWAY
i�
nr „
if 11
401w
THRUST BLOCK
'TYP.
!• •
DRIVE APPROACH y4te'
FLgAT1NE
x a�X
PLO= Byww
jBRDMES
I' 2•'0' -
n
i�s7TRAIIPlB }
tr
t
C
PPE WAU OF 24*L
"x
3
L'
s'0 STEEL
3/10' PIPE
r JAMES
AND CONCRETE PAD PER PLATE NO. 9A
BOLLARD FlLED
REVISED: 3/23/07
-aggl�
NCC1Rt STOP
VAUGHN WATER COMPANY
WITHCONCRETE
GATE VALVE INSTALLATION
53M
DRIVEWAY (NO CURB RETURN)
AIR RELEASE VALVE DETAIL
DATE: 11/5/91 PLATE No. 8c
TRAFFIC AREAS
5'-�v MM
L2'
ANGLE
16' ANGLE
AS 5NCWAN4
DATE: 4/16/07 PLATE No. 120
SLOPE UP MSI. 1/4' PER I =
12PTSO WAATTEER PIPE. EN SEWER uTEiAt Is cLosEtl THAN
1,200
r PE, TTUBIMG, Cts
R PIPING TO BE
Pl, RUINING, CTS
SEE NOTE
DATE: 12/15/93 PLATE No.
Rb, ft. min)
100
( 2737-P.E um)737
189
(ASTM 2-P.E 3408)
VAUGHN WATER COMPANY
15J
A
COMBINATION AIR RE
.A• E �ALyB
a Agrees
mr an MATE
REVISED: 01/20/10
30
2.5
2.1
VAUGHN WATER COMPANY
24
JA _ OR
MOM
SHALL BE CONTINUOUS UUONUSE S LENGTVE H. AIR RELEASE VALVE DETAIL
11
A.Y. MCDONAID 3805
NO REPAIR COUPUNGS w-aA'EI)
NON -TRAFFIC AREAS
80
170
370
DATE: 3/5/98 PLATE No. 12A
.ice ALL STEEL PIPE. VALVES, & PITTINGS SHALL
BE EPDXY LINED AND COATED LA.W.
AWWA 0213.
PIPELINE At VALVES TO BE SIZED BY
ENGINEER PRIOR TO INSTALAIM
(BY
CHRISTI c••5 CHRSTY 81730
VALVE BOX At tID UTLRY BOX & UD
ET5' -'T
DETECTOR OLiECK VALVE
THRUST BLOCK M. VINIC
SECTION A -A
N.T.S.
A VWC PRIVATE A
`• FDC (BY OTHERS)
DUCTILE DETECTOR C HM VALVE VAUGI
IRON
,TELE j
E- -="=---1 _ SY
b' -t0 2'-D PLAN DATE: 7/1
REVISED: 7
m
Ww Vw PIPE "m
PLASOC I" mmuoow
�11,,p. FO1iD��T3M10
ronNNr2eN1 JOMIIS f� C �gSmMEDE EYFQ7RcAX
HM+PtE
r WL ,
/rm SEPoF, 13W UNI-fUV10E ( MBTN.1. MODEL C CUSIO �1
CLOW PVC MUMOVAL WATER PIPE `� MIM -P SEfGfS \PiRL-ON fJdltl6 EIS m%
FASTENED twN SfAIAE55 STEF7.
GAI.VlVQ= CASH 101SiLA7ORS CAMPS. flip STNS SMALL BE
ro PREV4]Nr (XMTAOR OF BELL 7/8" THICK MNNNM.
WITM MfEftlOR or Cg5M1G-1'
low" J CEARMICE
mom INSTALL 5 C.C.
1. STEEL CASINO SMALL BE INSTALLED USING THE DORM : AA AND/UR TU PM MEDIOU.
2. FULL PO&IMTM0 WELDS SWWI. BE USED TO JM CASING SECIXINS
3. CASING SPACERS SHALL ME NNSIAILED AT 5 IT. WOWS OR AS RE'AMMMNM 8Y THE PPE MAMtWXrURE.
M ANY CASE 111INJM JOINT DEFLECTION SHALL EE 08SERNED.
4. CAW S1AUL IM EXERCM WNW 06MLAYM IN DIM ro PRIUM 114MOE TO PPE AND BEL.
5 COMTRWM SHALL. FQtOW PPE MSTAUATION Pte, MSS AS DETMID DY THE PPE UMMACILM
W/non urm Box
TRAFFIC RATED LEL
AND CXMCi€E PAD PER
PtAIE ND. SA
NOW - C0MlVCM TO •�
9OX REL. OXNPACIM
r BRONZE GATE VALVE
r AILOL
ST
PPE
CLASS N ACG. CASE OOWACIED
SAID BED COMPACTED 10
9081 BEL DEMM
INSTALL r TREADED MkE/FDAU
EUIDW, 2 EA(:Fi. (PRET W�ENMG
NTfM VENT SCREDH. tfsi 2020 ME9i
STAMN.ESS Siffi. C L PRAL WITH
SDACCABIE 81I9I90I15
AS IECESSARr
SEE DUAL A
APCO 7450 AR RD.FASE WI VE4
CRISPIN AIR R0.F/SE WJyE4
WAY
�SLLO�PE IP TO 49
7Y- YM. FOP OF PPE
TO WT" OF RCP
JAMES .IDLES J-998 OR
AY, Ificum 1D 3805
p_zswm;8OX
IAN9Y8UfD N16LE ro
HALL.
==10* xt t/2"x3/18' ANGLE—*
Ai51101111
AS BARED TB CLEAR OUvEVAY
NOTES
DRIVEWAY
i�
nr „
if 11
401w
THRUST BLOCK
'TYP.
I
DRIVE APPROACH y4te'
FLgAT1NE
x a�X
PLO= Byww
Vo
ADAPTOR /JOWr
n
i�s7TRAIIPlB }
tr
GATE VALVE, TIP.
C
VALVE RISERS SFWI BE W P.V.C.
3
WITH CHRISTY CONCRETE VALVE BOX
TH6 V» 7HEN CONINClBpHAT NO PIPE � SLEE .
8) 7APPBIC SLEEVES BHAtt. BE SUPPORTED INDRIMIDEMW
FROM THE PEPS DURING 477E TAPPING. SUPPORT USED
TAPPING THROW
QBE USED PLACE� AM OTHER G
ALIANABLE *"T TAP- tONWTION COMBIXATiONB
WITH CAST IRONG-Le M READ "WAMER'
IN
AND CONCRETE PAD PER PLATE NO. 9A
585E
REVISED: 3/23/07
REVISED: 4116107
VAUGHN WATER COMPANY
VAUGHN WATER COMPANY
GATE VALVE INSTALLATION
53M
DRIVEWAY (NO CURB RETURN)
AIR RELEASE VALVE DETAIL
DATE: 11/5/91 PLATE No. 8c
m
Ww Vw PIPE "m
PLASOC I" mmuoow
�11,,p. FO1iD��T3M10
ronNNr2eN1 JOMIIS f� C �gSmMEDE EYFQ7RcAX
HM+PtE
r WL ,
/rm SEPoF, 13W UNI-fUV10E ( MBTN.1. MODEL C CUSIO �1
CLOW PVC MUMOVAL WATER PIPE `� MIM -P SEfGfS \PiRL-ON fJdltl6 EIS m%
FASTENED twN SfAIAE55 STEF7.
GAI.VlVQ= CASH 101SiLA7ORS CAMPS. flip STNS SMALL BE
ro PREV4]Nr (XMTAOR OF BELL 7/8" THICK MNNNM.
WITM MfEftlOR or Cg5M1G-1'
low" J CEARMICE
mom INSTALL 5 C.C.
1. STEEL CASINO SMALL BE INSTALLED USING THE DORM : AA AND/UR TU PM MEDIOU.
2. FULL PO&IMTM0 WELDS SWWI. BE USED TO JM CASING SECIXINS
3. CASING SPACERS SHALL ME NNSIAILED AT 5 IT. WOWS OR AS RE'AMMMNM 8Y THE PPE MAMtWXrURE.
M ANY CASE 111INJM JOINT DEFLECTION SHALL EE 08SERNED.
4. CAW S1AUL IM EXERCM WNW 06MLAYM IN DIM ro PRIUM 114MOE TO PPE AND BEL.
5 COMTRWM SHALL. FQtOW PPE MSTAUATION Pte, MSS AS DETMID DY THE PPE UMMACILM
W/non urm Box
TRAFFIC RATED LEL
AND CXMCi€E PAD PER
PtAIE ND. SA
NOW - C0MlVCM TO •�
9OX REL. OXNPACIM
r BRONZE GATE VALVE
r AILOL
ST
PPE
CLASS N ACG. CASE OOWACIED
SAID BED COMPACTED 10
9081 BEL DEMM
INSTALL r TREADED MkE/FDAU
EUIDW, 2 EA(:Fi. (PRET W�ENMG
NTfM VENT SCREDH. tfsi 2020 ME9i
STAMN.ESS Siffi. C L PRAL WITH
SDACCABIE 81I9I90I15
AS IECESSARr
SEE DUAL A
APCO 7450 AR RD.FASE WI VE4
CRISPIN AIR R0.F/SE WJyE4
WAY
�SLLO�PE IP TO 49
7Y- YM. FOP OF PPE
TO WT" OF RCP
JAMES .IDLES J-998 OR
AY, Ificum 1D 3805
p_zswm;8OX
IAN9Y8UfD N16LE ro
HALL.
==10* xt t/2"x3/18' ANGLE—*
Ai51101111
WATER MAN NSrALJJT OVER
NOTES
7L
BUT WITHIN 12" OFSEWER
I) WHEN TAPPING f AM ORDERED FROM THE
LATERAL
CLEARANCE BETWEEN PWM
1. c�ONiRAcToR:ApwvAmx
r jl$
I
GROnpD SURFACE
a�
PLO= Byww
Vo
ADAPTOR /JOWr
n
i�s7TRAIIPlB }
U
\-SEWER
O
LATERAL
C
ODMSIRUCTWN OF VI4JIY WX & AR RELEASE WI.VH
TH6 V» 7HEN CONINClBpHAT NO PIPE � SLEE .
8) 7APPBIC SLEEVES BHAtt. BE SUPPORTED INDRIMIDEMW
FROM THE PEPS DURING 477E TAPPING. SUPPORT USED
TAPPING THROW
QBE USED PLACE� AM OTHER G
ALIANABLE *"T TAP- tONWTION COMBIXATiONB
CL 150 PST WATER
IN
PPE SHALL BE INSTALIM
585E
AS SHOWN HEREON.
REVISED: 4116107
REVISED: 3/23/07
VAUGHN WATER COMPANY
NOTE IT S PREFERABLE TO PLACE THE SEWER
53M
VAUGHN WATER COMPAI
AIR RELEASE VALVE DETAIL
ATERAL ) WATER PIPES AND
=62M
TRAFFIC AREAS
WATER MAIN CROSSING 12
12.434
SfPERATE THEM BY AT LEAST 12'• THIS DEAR.
DATE: 4/16/07 PLATE No. 120
87.018
12PTSO WAATTEER PIPE. EN SEWER uTEiAt Is cLosEtl THAN
1,200
LESS ABOVE SEWER LATE
$283
$775
DATE: 12/15/93 PLATE No.
m
Ww Vw PIPE "m
PLASOC I" mmuoow
�11,,p. FO1iD��T3M10
ronNNr2eN1 JOMIIS f� C �gSmMEDE EYFQ7RcAX
HM+PtE
r WL ,
/rm SEPoF, 13W UNI-fUV10E ( MBTN.1. MODEL C CUSIO �1
CLOW PVC MUMOVAL WATER PIPE `� MIM -P SEfGfS \PiRL-ON fJdltl6 EIS m%
FASTENED twN SfAIAE55 STEF7.
GAI.VlVQ= CASH 101SiLA7ORS CAMPS. flip STNS SMALL BE
ro PREV4]Nr (XMTAOR OF BELL 7/8" THICK MNNNM.
WITM MfEftlOR or Cg5M1G-1'
low" J CEARMICE
mom INSTALL 5 C.C.
1. STEEL CASINO SMALL BE INSTALLED USING THE DORM : AA AND/UR TU PM MEDIOU.
2. FULL PO&IMTM0 WELDS SWWI. BE USED TO JM CASING SECIXINS
3. CASING SPACERS SHALL ME NNSIAILED AT 5 IT. WOWS OR AS RE'AMMMNM 8Y THE PPE MAMtWXrURE.
M ANY CASE 111INJM JOINT DEFLECTION SHALL EE 08SERNED.
4. CAW S1AUL IM EXERCM WNW 06MLAYM IN DIM ro PRIUM 114MOE TO PPE AND BEL.
5 COMTRWM SHALL. FQtOW PPE MSTAUATION Pte, MSS AS DETMID DY THE PPE UMMACILM
W/non urm Box
TRAFFIC RATED LEL
AND CXMCi€E PAD PER
PtAIE ND. SA
NOW - C0MlVCM TO •�
9OX REL. OXNPACIM
r BRONZE GATE VALVE
r AILOL
ST
PPE
CLASS N ACG. CASE OOWACIED
SAID BED COMPACTED 10
9081 BEL DEMM
INSTALL r TREADED MkE/FDAU
EUIDW, 2 EA(:Fi. (PRET W�ENMG
NTfM VENT SCREDH. tfsi 2020 ME9i
STAMN.ESS Siffi. C L PRAL WITH
SDACCABIE 81I9I90I15
AS IECESSARr
SEE DUAL A
APCO 7450 AR RD.FASE WI VE4
CRISPIN AIR R0.F/SE WJyE4
WAY
�SLLO�PE IP TO 49
7Y- YM. FOP OF PPE
TO WT" OF RCP
JAMES .IDLES J-998 OR
AY, Ificum 1D 3805
p_zswm;8OX
IAN9Y8UfD N16LE ro
HALL.
==10* xt t/2"x3/18' ANGLE—*
Ai51101111
48
NOTES
8MI H-BtAIR MODEL G5' CMTS Y VALVE 80
B88 TAPPING SLEEVE. wee CONCRETE PAD PER
I) WHEN TAPPING f AM ORDERED FROM THE
s 8 & vAL17E PLATE N0. tNi (YYP.y
1. c�ONiRAcToR:ApwvAmx
r jl$
p
GROnpD SURFACE
ADtaR &NII.
PLO= Byww
Vo
ADAPTOR /JOWr
VIM ALL DIIDISIDIS.
i�s7TRAIIPlB }
iomtt 100
itIm
2. CCNIRACM TAKE CARE TO PWIM PVC DURING
0.364
PIPE IN ACCORDANCE WITH THE MKIWACTUREWS
ODMSIRUCTWN OF VI4JIY WX & AR RELEASE WI.VH
TH6 V» 7HEN CONINClBpHAT NO PIPE � SLEE .
8) 7APPBIC SLEEVES BHAtt. BE SUPPORTED INDRIMIDEMW
FROM THE PEPS DURING 477E TAPPING. SUPPORT USED
TAPPING THROW
QBE USED PLACE� AM OTHER G
ALIANABLE *"T TAP- tONWTION COMBIXATiONB
I SALLAION 50 AS TO WT PLACE EXCENK LAM
IN
ON PVC PIPE
585E
& L'ORTmam VEON THREAD Ate SIZE n10N
REVISED: 4116107
OF TION SKIP WIN SUPPLIER
VAUGHN WATER COMPANY
4 APOD 145C OR C MSPIN AIR RELEASE VALVE SMALL 8E
� AVPaowa
D� slf
53M
SMIU AS
A9 ( BY V N UM COIPNA'.
W
SEE
AIR RELEASE VALVE DETAIL
TET: PA V.W.C. NATER sr
TIR ST
TRAFFIC AREAS
WI R FF
WIVE W
5. RIR: WI -TRAFFIC AM R13EASE WVLVE DETAIL SifALL SE
USED M MOST OVSES. INS DEAL MAY MY BE USED
12.434
WITH TIM N18ITEN APPRww. OF `�
DATE: 4/16/07 PLATE No. 120
VALVE SHALL IN GP MAIN BEING TAPPED SIZE QUTLET PIPE
EQUtn IAIxN7siZE
..-w mItI__
MODEL 888 TAPPBEG By PVC NEW PPC PIPELINE OR BMALRR
816811M S.S. & VALVE ADAPTOR w/jOw
RESTRAINTS (TTP.) REVISED. 3/23/07
VAUGHN WATER COMPANY
PLAN VIEW HOT TAPPTNc
PI AN
N.T.S.
BBoox
48
NOTES
8MI H-BtAIR MODEL G5' CMTS Y VALVE 80
B88 TAPPING SLEEVE. wee CONCRETE PAD PER
I) WHEN TAPPING f AM ORDERED FROM THE
s 8 & vAL17E PLATE N0. tNi (YYP.y
MANUFACTURIBL TIBF OUTSIDE DIAMETER OF 7H6 PIPE
BEiNG TAPi+BD, Tlm 8f2S OF THE Ot�n= DESMD,
r jl$
AND THE VORILM P MALL, BE 9PUMIRD 70
GROnpD SURFACE
DISURZ MT THE COMWI! SIERVES ARE FiiHUML
PLO= Byww
TRAD-JOW SLUM SH" NOT BE USED AND THE
»8 SH" PI FULL SUPPORT AROUND
ADAPTOR /JOWr
THE CIRMIMIFERRUCE OF TRE PIPE.
i�s7TRAIIPlB }
iomtt 100
itIm
2) SHE TAPPING f SHALT. BE A OR THE
0.364
PIPE IN ACCORDANCE WITH THE MKIWACTUREWS
EFf3i7NG PVC MAIN
(xv, PSC PFnmm
ELEVATION VIEW
HASTDTG PVC 1(AIIN GAIR VALVE (RFP.)
TH6 V» 7HEN CONINClBpHAT NO PIPE � SLEE .
8) 7APPBIC SLEEVES BHAtt. BE SUPPORTED INDRIMIDEMW
FROM THE PEPS DURING 477E TAPPING. SUPPORT USED
TAPPING THROW
QBE USED PLACE� AM OTHER G
ALIANABLE *"T TAP- tONWTION COMBIXATiONB
VALVE SHALL IN GP MAIN BEING TAPPED SIZE QUTLET PIPE
EQUtn IAIxN7siZE
..-w mItI__
MODEL 888 TAPPBEG By PVC NEW PPC PIPELINE OR BMALRR
816811M S.S. & VALVE ADAPTOR w/jOw
RESTRAINTS (TTP.) REVISED. 3/23/07
VAUGHN WATER COMPANY
PLAN VIEW HOT TAPPTNc
PI AN
N.T.S.
BBoox
N�OSTICONCRETE ACE
1 4"
Nc
UT AFTER FRAME
GRADE
NOTES
I. DIMENSIONS TOB FOR ALL SIZES OR
TYPES OF 2. CONICRETE MAY BE DELETED ON ROAD MIX STREETS
UPON AI MokAt OF INSPECTOR.
3. CONCRETE TO DE CLASS A (SIC SACK).
4 CONCRETE TD BE BARRICADED FOR THREE DAYS
AFTER POLRJM
5. CONCRETE CURE 70 BE IN DANCE WITH
SMTION 90-7 CURING (ONCREW OF THE
Z&VENT WUN,/CITY STANDARD
sPLRL ATi(M15 WWMI" .
REVISED: I
PI AN
N.T.S.
�BOX
�NOTEE 6
NUN L - - 1 RB4
ELEVATION
N.T.S.
AILDNIBLE LOWI" M. BOOM FTMQ PRESSURE CLASS PIPE•
Gml C9O0} w ! FpOT LERORIS
(gyp 800 f+� E e mggm
NomTtq} Size, 9L
48
FRE HYDRANT THREADED ADAPTER
IN.
10
MIN
ELEVATION„
N.T.S.
N�OSTICONCRETE ACE
1 4"
Nc
UT AFTER FRAME
GRADE
NOTES
I. DIMENSIONS TOB FOR ALL SIZES OR
TYPES OF 2. CONICRETE MAY BE DELETED ON ROAD MIX STREETS
UPON AI MokAt OF INSPECTOR.
3. CONCRETE TO DE CLASS A (SIC SACK).
4 CONCRETE TD BE BARRICADED FOR THREE DAYS
AFTER POLRJM
5. CONCRETE CURE 70 BE IN DANCE WITH
SMTION 90-7 CURING (ONCREW OF THE
Z&VENT WUN,/CITY STANDARD
sPLRL ATi(M15 WWMI" .
REVISED: I
PI AN
N.T.S.
�BOX
�NOTEE 6
NUN L - - 1 RB4
ELEVATION
N.T.S.
AILDNIBLE LOWI" M. BOOM FTMQ PRESSURE CLASS PIPE•
Gml C9O0} w ! FpOT LERORIS
(gyp 800 f+� E e mggm
NomTtq} Size, 9L
48
FRE HYDRANT THREADED ADAPTER
8
10
12
OR
h. W 200)4.800
r jl$
W
w
WHERE
NECESSARY
U-
Das
o
8,800
R�
iomtt 100
itIm
1aAk IL
0.364
0523
SET TO SUPPORT
OIL TIM
4.072
585E
7.880
SAM
1t2w
L h4
12.582
53M
158.5
380.4
717.9
M. 9L. Ae.
4,187
12.434
28.021
55.552
87.018
Po,. 9L mm.)
1,200
1.725
$283
$775
3,300
Rb, ft. min)
100
144
189
231
275
15J
A
860
a Agrees
30
2.5
2.1
P
24
17
1
11
111&30
80
170
370
589
RsOo
250
250
250
250
250
OR 18 150}
0o. Mn.
4900
8.900
S=
11.100
13.200
IL
9L
M4
0.409
0533
0.777
tn.
4
7
8
�
ILM
L h4
12M2
53.82
158.5
3854
717.9
ML Rn. Nie.
3,428
1Qi&T
22.947
4$383
71.187
R0. h CmtnJ
1.200
1.725
2,263
4775
3-'W
R0. tL (imin}
100
144
VSO
231
275
B degr'aa
11.5
&0
8.0
50
42
a d"m-
5.7
40
3.0
2.5
2.1
P
lb&
20
70
140
280
460
/po
R(PC
250
250
250
250
250
DR 25Ro-
100)
D0 WL.
4900
6.900
96050
t1.t00
13.200
Urom.IA.
0204
0203
0.384
OA71
0560
DL im
4.392
8.314
8.282
10.158
12.080
L K4
7.792
33.25
98.33
2225
445.0
M, hL IRs.
4397
7709
17.384
3ZO72
53.939
RE, in.)
1$00
t 725
2.263
2.775
3,100
R0. R. )
100
144
ISO
231
275
15.7
a depeee
4A
3A
25
2.1
L
�
5D
100
210
A
RM/Do
250
250
250
250
t tHVi0BM OF PVC PPE," TIMID EDITION UMSELL. PVC PIPE
AS90CVitI K IMUA% TEws.
2" NPT BY r MALE
-WELDED RING. OR
IN POST CURE
FRE HYDRANT THREADED ADAPTER
WILIER WITH CHAIN
r w FTS
f
/
CROW-BRACE
r jl$
W
w
WHERE
NECESSARY
U-
a
o
a
3' STEEL POST
SET TO SUPPORT
SAL
r SCH. 40
EXISTING
STE0. PPE
DRIVE -OFF OYP.)
CtRISTY 812
BOX WITH 012C CASTfROM
LID
(TO 1E REi,mm)
>2' BRONZE
EXISTING. JAMES JONES
W4Wpmw
EXISTING
ON
ZIP � -12 UTILITY
EXISTING CONCRE3
FTri EI)
N,
WRAPPED •' ��•:
EXISTING WAFER MAIN'•
t.
• .t>
•RM •
EXISTING
PUSH ON CAP WITH r
FEMALE THREAD A
BLOW OFF ELEVATION
NOTES:
I. POST. r RISER PIPE, 2" Still VALVE, r FIRE REVISE
ADAPTER AND APPURTENANCES SHALL
FURNISHED AND INSTAUEO BY THE CONTRACTOR.
2. SUPPORT POST SHALL BE 05TN.LED A MINIM M VAUGHN NATE
OF 3 FEET Baow GROUND sum CONSTRUCTION
3 AREA AROUND EXISTING BLOWOFF VALVE SHALL BE
MAINTAINED BY THE CONTRACTOR AND RESTORED ATTACHED TO A
TO THE SATISFACTION OF THE WATER COMPANY
AT ECD OF USING C OMstRUCnON WATER. DATE: 4/22/04 P
NOTES
1. DIMENSIONS TO BE SAME FOR ALL SIZES OR
TYPES OF OPENINGS.
2. CONCRETE MAY 1# DELETED ON ROOD MDC STREETS
UPON APPROVAL W fNSPECTOR.
3. CONCRETE TO DE CLAW 'A' (SIX SACK).
4. CAFTER TE BE BARRICADED FDR THREE DAYS
5. ATE C URE To BE IN ACCORDANCE WiH
SECTION 90-7 CURING CONCRETE* OF THE
t /aTY SrAW00Ro
8. USE CFOtSTY 838 wy BOX WITH 838-81c
COVER FOR 2' SER im USE C
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INC #1324 -
CHRISTY 81017 TQC BOX
6- CLEARANCE WITH 81017-611JH SIM
BETWEEN LID CHECKER PLATE
OF W
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1
11.3
t 1/r MUELLER 824276N,
4.4
AS tECESSAR
1 1/r JAMES JONES E-4205, OR
(SIM
A•° • p•a
1 1/r A.Y. MODONAtD 746028-22
•1. ��EXIENSWNI
90' ELL OR 4S Ell
HYDRANT
(EACH PART MUST BE
6-
1.7X7.7'
!D-LEAD Lam)
�-
8'
B
1 1/2- NO -LEAD BRASS OVA
"A"'ES ,Esl x
CLRis
2• MUELLER MODEF 8-2D283
1. t.
2' A.Y. MCDONAD MODEL 61
CENTER BLOW -OFF N
1/2' SCHEDULE
BETWEEN1/2-
81017 TRAFFIC BOX
CONCRETE THRt15T BLOCK
PVC PIPE
1 1/2- BADGER TECOROALL COLD WATER
UNDISTURBED BHEo EAMW-
TOP LOAD BRONZE OISC METER
2' GALVANIZED S1EEt
i
MODEL 120. FLANGED. RD -T-1 1/2
PIPE & FITTINGS,
WRAPPED
i AGFA
'` �r•: �•)
fCOMIPANYS D15CREIlON7
4
1. ALL THRUST BDCKS SHALL BE PLACED
t :
PIPE
PLUG
WATER MAN
VAUGHN WATER COMPA
s
4 S' s
SIZE
3
THRUST BLOCK
1 1/r P.E. TUBING. CIS. SEE NOTE
Y
3' SCHEDULE >m SLEEVE
(ASTM 2737-PE
CL -150
SEE PLATE NO. 21
EACH
ws'
'7$
PUSH ON CAP WiTH r
.•
t
Iy1q��
NOTES: FEMME THRLF.AD
BLOW +QEF ELS
1. ALL THRUST BLOCKS TO BE POURED AGAINST
1 1/2' MUE11M 825008H OR
1 1/2- AWES JONES E -19M OR
UNDISTURBED SOIL CONCRETE SHALL BE
REVISED: 0 16 11
PLACED BEHIND BELL OF FIRING.
VAUGHN WATEROMPAF
'. 2 BEARING AIMS SHOWN IN TABS ARE BASED
TYPICAL 1 1/2" LONG
I i/2" MUELLER 025008M OR
UPON ALLOWABLE SOI. PRESSURE OF 1500 PST
WATER SERVICE
1 1/2` JAMES JONES E -19M OR
1 3. CONCRETE STRENGTH SHELL BE 2000 PSI AT
PERMANENT BI -OW -
28 DAYS MINIMUM
DATE 3/5/98 PLATE No. 14A
OFF AS5EME3LY
`
06/16/11
QATE 11/5/91 PLATT �• __2
SEE SPECIFICATIONS
FOR SAAWILL. REQUIREMENTS
�NETO DETECTION TAPE MARK& B:DDNG & BACKMIL
ITER' PER MAGNATEC-SAFETY MAS tA�L MATERIAL
-CAUTION BLUE, 3' WIDTH. PASSING 1 SIEVE) OR
PER COUNTY/CTEV STD.
TRENCH DIMENSIONS VAUGHN WATER COMPANY
PIPE
SIZE W MC TRENCH SECTION
s' 4• 30 IN PAVED AREAS
30 30
DATE: 11/5/91 PLATE No. 6
I 1'
FROM TOP OF OPERATING
Nur TO TOP OF BOX
GRADE ,vAt RTR
ANGLE METER STOP
1' JONES E-1963WSG.
1' FORD 8443-444WO-M. OR
1' A.Y. MCDONALD 7460280
(EACH PART MUST BE
NO -LEAD BRASS) 2' MN
CLR
1-4
ilso PIPE
- SINVAL.K
`>
PLAN
-I- BADGER MODEL #M-55
BRONZE METER BODY W/METER
CPLD. BADGER ORION P/R�R�EOOI�Nl.
=MW
WTIN REGSTER (RIR)
HOPPING
PE. TUBING, SEE NOTE
TTM 2737-P.E. 3408)
Em -
EACH SERVICE SMALL BE ONE
CONTINUOUS LENGTH.
NO REPAIR COt1PUNGS ALLOWED.
WATER MAN
PWC C-900
CL -150
REVISED: 01 /25/13
VAUGHN WATER COMPANY
TYPICAL 1 " RESIDENTIAL
SHORT WATER SERVICE
DATE 11/5/91 PLATE No. 3A
i
�YIn
Y
Op 1Q
i
o sro 6' LRIn
m
I
DUCTILE
IRON
TEE
HYDRANT
aim GRADE
rCHRISTY G-5
VALVE BOX & LID
li Ll
-
fl
kw
8
"HM- CITY FIRE INSPECTION
REQt/RtS A SPACING OF C
lETwtEH € OF HYDRANT AD € OF
H`lDRANT VALVE
TEE 31e. LS �0' ELL
ANp+oR "VERTI BENDS
THRUST BLOCK SHALT. BE SIZED
ACCORDING To 'TEE' CHART VALUES
(EACH BOCK SHOWNmHAF THE WARM AREA) TEE
45' ELL CROSS
CROSS
22.5' ELL
THRUST BLOCK SHALL BE SIZED
ACCORDING TO `90' ELL.' CHART VALLIS
NOTES -
BEARING AREA 1. M.L. THRUST BLOCKS SNAIL BE PLACED
AGAINST UNDISRA28ED SOL CONCRETE
SHAT BE PLACED 80" BELL OF FITTING
2 BEARING ARM SHOWN N TABLE ARE BASED
UPON ALMABE SOI. PRESSURE OF 1500 pat.
3. CONCRETE STRENGTH SHALL BE 2000 PSI AT
28 DAYS MINIMUM
iREQUIRES CALCULATION
GREEN PLASTIC METER BOX W tD GONER
SQ. FT.
VA
INC #1324 -
TEE OR
PLUG
90' ELL ORELL.
HYDRANT
22.5 ELL
6"
&§2.2
FROM TOP OF OPFRATNG
1.1
8
NUT TO TOP OF BOX
7.1 3.8
2.0
(RAM MR
7.9
11.1 6.0
ANGLE METER STOP +�
1
11.3
t 1/r MUELLER 824276N,
4.4
sf. 7 x
1 1/r JAMES JONES E-4205, OR
(SIM
PLAN VIEW
1 1/r A.Y. MODONAtD 746028-22
TEE OR
PUIG
90' ELL OR 4S Ell
HYDRANT
(EACH PART MUST BE
6-
1.7X7.7'
!D-LEAD Lam)
�-
8'
r WN
1 1/2- NO -LEAD BRASS OVA
1
CLRis
METER FLANGE w/BRASS BOLTS,
1. t.
12
NUTS & WASHERS
1/2' SCHEDULE
BETWEEN1/2-
1 1 METER
49 &A 7S FROM
PVC PIPE
1 1/2- BADGER TECOROALL COLD WATER
MUST BE SQUARE 70
TOP LOAD BRONZE OISC METER
8 5.0 1f. x25
i
MODEL 120. FLANGED. RD -T-1 1/2
28 st t. xt.
*SEE
fCOMIPANYS D15CREIlON7
4
1. ALL THRUST BDCKS SHALL BE PLACED
GAGGER OPoON PR RECORDALI
TRANSMITTER REGISTER (RTR)
I..
AGANST UNDISTURBED SOCONCRETE
MEE3
READING N CUBIC FEET.
VAUGHN WATER COMPA
2. OEM" AREAS SHOWN N TABLE AM BASED
NON -FREQUENCY HOPPING
WATER MAIN
THRUST BLOCK
1 1/r P.E. TUBING. CIS. SEE NOTE
PVC C-900.3408)
3' SCHEDULE >m SLEEVE
(ASTM 2737-PE
CL -150
SEE PLATE NO. 21
EACH
SUMCE SMALL RE ONE
'7$
LEICK
■
NO REPAN C011Pt1NMGS At TIED' REVISED: 01/25/13
. WITH■
STOPCO4tTI1NUOUS
CORPORATION P
1 1/2' MUE11M 825008H OR
1 1/2- AWES JONES E -19M OR
VAUGHN WATER COMPANY
em
1 1/2' A.Y. McDONN.D 747016-22
CORPORATION STOP FLARED
FITTINGS ALLOWED. REVISED:
TYPICAL 1 1/2" LONG
I i/2" MUELLER 025008M OR
BRONZE SADDLE
1 1/2- JAMES JONES MODEL J-996 OR
WATER SERVICE
1 1/2` JAMES JONES E -19M OR
1 1/2* MUELLER MODEL H-13442. H-13443, H-13444 OR
PROP. LINE
1 1/2' A.Y. MCOONKD MODEL 3805
DATE 3/5/98 PLATE No. 14A
FROM TOP OF OPERATING
Nur TO TOP OF BOX
GRADE ,vAt RTR
ANGLE METER STOP
1' JONES E-1963WSG.
1' FORD 8443-444WO-M. OR
1' A.Y. MCDONALD 7460280
(EACH PART MUST BE
NO -LEAD BRASS) 2' MN
CLR
1-4
ilso PIPE
- SINVAL.K
`>
PLAN
-I- BADGER MODEL #M-55
BRONZE METER BODY W/METER
CPLD. BADGER ORION P/R�R�EOOI�Nl.
=MW
WTIN REGSTER (RIR)
HOPPING
PE. TUBING, SEE NOTE
TTM 2737-P.E. 3408)
Em -
EACH SERVICE SMALL BE ONE
CONTINUOUS LENGTH.
NO REPAIR COt1PUNGS ALLOWED.
WATER MAN
PWC C-900
CL -150
REVISED: 01 /25/13
VAUGHN WATER COMPANY
TYPICAL 1 " RESIDENTIAL
SHORT WATER SERVICE
DATE 11/5/91 PLATE No. 3A
i
�YIn
Y
Op 1Q
i
o sro 6' LRIn
m
I
DUCTILE
IRON
TEE
HYDRANT
aim GRADE
rCHRISTY G-5
VALVE BOX & LID
li Ll
-
fl
kw
8
"HM- CITY FIRE INSPECTION
REQt/RtS A SPACING OF C
lETwtEH € OF HYDRANT AD € OF
H`lDRANT VALVE
TEE 31e. LS �0' ELL
ANp+oR "VERTI BENDS
THRUST BLOCK SHALT. BE SIZED
ACCORDING To 'TEE' CHART VALUES
(EACH BOCK SHOWNmHAF THE WARM AREA) TEE
45' ELL CROSS
CROSS
22.5' ELL
THRUST BLOCK SHALL BE SIZED
ACCORDING TO `90' ELL.' CHART VALLIS
NOTES -
BEARING AREA 1. M.L. THRUST BLOCKS SNAIL BE PLACED
AGAINST UNDISRA28ED SOL CONCRETE
SHAT BE PLACED 80" BELL OF FITTING
2 BEARING ARM SHOWN N TABLE ARE BASED
UPON ALMABE SOI. PRESSURE OF 1500 pat.
3. CONCRETE STRENGTH SHALL BE 2000 PSI AT
28 DAYS MINIMUM
iREQUIRES CALCULATION
GREEN PLASTID METER BOX W/SOUD COTTER
AENGINEERING PRODUCTS #1324-152mG
FROM TOP OF OPERATING-
NUTTO TOP OF Box
GRADE RIR
ANGLE METER STOP
1 1/2- MUDER 624276K
1 1/r JAMES .ONES E-4205. OR
1 1/r AY. MaDONALD 746025-22
(EACH PART MUST BE
NO -LEAD BRASS)
r KIM
CTR
1/240 ' St"N"WE
PVC PE
1 1/r P.E. TUBING. CTS. SEE NOTE
(ASTM 2737-P.E. 34010
0
EACH SERVICE SHALL BE ONE
CONTINUOUS LENGIR
NO REPAIR COUPLNGS A DWEID
1 1/r .AYES JONES MOJ-�
1 f/2- MIIELIa MODEL H-13442,
H-13443. H-13444 OR
1 1/r AY. MWON ALD MODEL 38)55
GREEN PLASTIC h4CMTM RU D ENGINEERING
BOX w #1324-15620
FROM TOP OF OPERATING
NIiT TO TOP OF Box
GRADE RTR
ANGLE METER STOP `a
2' MUELLER 824276K
r JAMES .ONES E-4205. OR
r A.Y. MCDONALD 746028-22
(EACHNO-"
BPART RASS)
2- NO -LEAD BRASS OVAL
CIA MEM FLANGE
//�SCNEDUE W/ BMTS. NHS &
INSTALL WASHERS
5&CORPORATION VER STOP BETWEEN BADi,'FJt Tom I METER (LA vwAPE ONLY)
45 & 75 FROM VERTICAL 2' BADGER RECORDALL COMPOUND METER
(r BADGER BRONZE DISC METER MODEL 170
r BRONZE SADDLE BAGGER OOFjm OPRS(::MTON1
JONES J-996 OR TRI NSk"ER RESISTER (MR)
LL
MUELLER MODELS H-13442 FADING N CUBIC FEET,
H-13443. H-13444 NON -FREQUENCY HOPPING
2' P E TUBING. CTS. SEE !NOTE
r SCHEDULE 00 SLEEVE (ASTM 2737-PE.3408)
SEE PLATE NO. 21 NGIE:
EACH SERVICE SHALL BE ONE
is CONTINUOUS LENGTH.
WFt>'DItUtT1ON sTOP NO WAR COUPLINGS ALLOWED. REVISED: 01/25/13
2 A. 747018-22 OR VAUGHN WATER COMPANY
r JAMES JONES MODEL. E1935
(C+ PAW MUST BE TYPICAL 2" LONG
WATER MAN NO -LEAD BRAss) WATER SERVICE
C-900
CL -150 DATE: 12/15/93 PLATE No. 4A
IMM!
CCgIHpRVE
TY G-5 VAL
xWNC MUDFADVPER
PLATE NO. 9ASIDEWALK
k - _ _ " c
U
IELIQR I GATE VALVE
RISER PIPE
� PVC M
,L:
THRW BOCK TVP. SEGT.ON B-
C -900
PIPE
0
THRUST BLOCK SCHEDULE BASED ON 2000 PSI
CONCRETE & 1500 PSF SOIL BEARING
REDUCER
CHRISTY G-5 VXVE
amPROP.
WITMI
SQ. FT.
VA
PIPE
SIZE
TEE OR
PLUG
90' ELL ORELL.
HYDRANT
22.5 ELL
6"
&§2.2
2.2
1.1
8
5.0
7.1 3.8
2.0
10
7.9
11.1 6.0
&1
1
11.3
1 16.0 8.7
4.4
sf. 7 x
PIAN VIEW
(SIM
VALVE ANCHORS
PIPE
SIZE
TEE OR
PUIG
90' ELL OR 4S Ell
HYDRANT
22.5 ELL
6-
1.7X7.7'
2.0')2.0' ll.VXIN
1.0'X1.0
8'
22'X2.1'
3.6X3_ 2A'XZO' 1.4X1.4
1
4.1 1/2' NO -LEAD BRASS OVAL
33 .3 25 5
1. t.
12
4
4.0 4 2.9 X2.9
:Q X2.1
GREEN PLASTID METER BOX W/SOUD COTTER
AENGINEERING PRODUCTS #1324-152mG
FROM TOP OF OPERATING-
NUTTO TOP OF Box
GRADE RIR
ANGLE METER STOP
1 1/2- MUDER 624276K
1 1/r JAMES .ONES E-4205. OR
1 1/r AY. MaDONALD 746025-22
(EACH PART MUST BE
NO -LEAD BRASS)
r KIM
CTR
1/240 ' St"N"WE
PVC PE
1 1/r P.E. TUBING. CTS. SEE NOTE
(ASTM 2737-P.E. 34010
0
EACH SERVICE SHALL BE ONE
CONTINUOUS LENGIR
NO REPAIR COUPLNGS A DWEID
1 1/r .AYES JONES MOJ-�
1 f/2- MIIELIa MODEL H-13442,
H-13443. H-13444 OR
1 1/r AY. MWON ALD MODEL 38)55
GREEN PLASTIC h4CMTM RU D ENGINEERING
BOX w #1324-15620
FROM TOP OF OPERATING
NIiT TO TOP OF Box
GRADE RTR
ANGLE METER STOP `a
2' MUELLER 824276K
r JAMES .ONES E-4205. OR
r A.Y. MCDONALD 746028-22
(EACHNO-"
BPART RASS)
2- NO -LEAD BRASS OVAL
CIA MEM FLANGE
//�SCNEDUE W/ BMTS. NHS &
INSTALL WASHERS
5&CORPORATION VER STOP BETWEEN BADi,'FJt Tom I METER (LA vwAPE ONLY)
45 & 75 FROM VERTICAL 2' BADGER RECORDALL COMPOUND METER
(r BADGER BRONZE DISC METER MODEL 170
r BRONZE SADDLE BAGGER OOFjm OPRS(::MTON1
JONES J-996 OR TRI NSk"ER RESISTER (MR)
LL
MUELLER MODELS H-13442 FADING N CUBIC FEET,
H-13443. H-13444 NON -FREQUENCY HOPPING
2' P E TUBING. CTS. SEE !NOTE
r SCHEDULE 00 SLEEVE (ASTM 2737-PE.3408)
SEE PLATE NO. 21 NGIE:
EACH SERVICE SHALL BE ONE
is CONTINUOUS LENGTH.
WFt>'DItUtT1ON sTOP NO WAR COUPLINGS ALLOWED. REVISED: 01/25/13
2 A. 747018-22 OR VAUGHN WATER COMPANY
r JAMES JONES MODEL. E1935
(C+ PAW MUST BE TYPICAL 2" LONG
WATER MAN NO -LEAD BRAss) WATER SERVICE
C-900
CL -150 DATE: 12/15/93 PLATE No. 4A
IMM!
CCgIHpRVE
TY G-5 VAL
xWNC MUDFADVPER
PLATE NO. 9ASIDEWALK
k - _ _ " c
U
IELIQR I GATE VALVE
RISER PIPE
� PVC M
,L:
THRW BOCK TVP. SEGT.ON B-
C -900
PIPE
0
THRUST BLOCK SCHEDULE BASED ON 2000 PSI
CONCRETE & 1500 PSF SOIL BEARING
REDUCER
CHRISTY G-5 VXVE
amPROP.
WITMI
REDUCERAGFA .D BLOCK
VA
AFIPRODUCTS #1324-152�
SIM
SIZE 12x10 3.5 sf. 1.910Nr
4" M 004LOF13VOMINNICNR MOLL CNRONYE 1014 7K
.
12x8 6s.1. 2s x2.5
FROM TOP OF OPERA71NO
Ct
\�
] ] -
12X6 IS.5 sf. 291!2.9
i
GRADE TRTR
10x6 2.8 &f. 1 x15 lr
"
1 -
0X65.0 f.
1.or* Pw
w
sf. 7 x
PIAN VIEW
W
VALVE ANCHORS
tea• raL
3/H'
REINFORCEMENT
ANCHOR RODS
PLAN VIEW
-
a
SVG AREA
_PIPE
lwrMIMOAMrRrlriit♦�it
RI1
V� ATEA REWD 7HRt/ST
•
r MM
4.1 1/2' NO -LEAD BRASS OVAL
SIZE
CLR k
ROP,
12 11.3 sf. 3.4k3.4'
t TS &
A'
FIRE HYDRANT
RE7
10 7.9 s.f. 2.8'x2.8
MUST BE SQUARE 70
MAIN
8 5.0 1f. x25
i
TRENCH BOTTOM
28 st t. xt.
*SEE
NOTES:
4
1. ALL THRUST BDCKS SHALL BE PLACED
REVISED• 10114/9!
I..
AGANST UNDISTURBED SOCONCRETE
'
SMALL BE PLACED BEHIND KU. OF FITT94
VAUGHN WATER COMPA
2. OEM" AREAS SHOWN N TABLE AM BASED
UPON ALLOWABLE SOX. PRESSURE OF 1500 pef.
THRUST BLOCK
3 SMALL BE 2ooD PSI AT
YS
SCHEDULE
28 MINIMUM
WATER MAN
DATE: 4/5/94
PLATE No.
L1 1/r NO -LEAD SWISS OVAL
METER FLANGE W/BOOBS 8GL3% NUTS & WASHERS
-1 1/2- METER
1 1/2' BADGER REWNIHLL (OLD WATER
TOP LOAD BRONZE DISC METER
MODEL 120. FLANGED, RD -T•-1 1/2
BADGER ORION PIT RE ALL
7RMJg1ITTER REGISLER (RLR)
REAOIING IN WLR PEST_
NON -FREQUENCY HOPPING
CORPORATION STOP
1 1/2• MUELLER 8280081 OR
1 1/2- JAMES JONES E-1935 OR
1 1/r A.Y. MCDONALD 747018-22
REVISED 01/25/13
VAUGHN WATER COMPANY
UATER MATT TYPICAL 1 1/2* SHORT
PVC 150 WATER SERVICE
DATE: 3/5/98 PLATE No. 146
mm
i
0
CITY FIE INSPECTION
REQUIRES A MINIMUM SPACING OF 6'
BETWEEN �• OF
HYDRANT VALVE. HYDRANT AND f. OF
REVISED: 06/16/11
UGHN WATER COMPANY
FIRE HYDRANT
STREET CROSSING
11/5/91 PLATE No. 56
GREEN PLASM METER BOx w/SOUD COVER
APPtJED ENGINEEPoNG PRODUCTS #1324-15626
READING •WATER- �
ANGLE METER STOP
r MUELLER B24276K
Y JAMES JONES E-4205, OR
e A.Y. McDONALD 746026-22
(EACH PART MUST 8E
NO -LEAD BHAaS)
Lw NIM
CLR
1/40 PVC PIPE 1
2- P.E. TUBIG, CTS. SFE NOTE
(ASTM 2737-P.E. 3406)
EACH SERVICE SHALL BE ONE
ONTINUOUS LENGTH.
NO COU UNGS ALLOWED.
r BRONZE SADDLE
JAMES JONES J-996 OR
MUEUER MODELS H--13442
H-13444 H-13444
r -o -
L.. -r NO -LEAD BRASS OVAL"'•'"
METER RANGE W/ BRASS BOLTS. NUTS & WASHERS
BADGER TURBO 9 METER (LANDSCAPE ONLY)
r BADGER REWRI ALL COMPOUND METER
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