HomeMy WebLinkAboutTulaneDriveInn&Suites_5tifaft
IM0711
Im
C3
- - --------
@ 1.00 %
705
15" . 11P, P
N In
0 C In
to r-
-0
r- r,
fz� to In (0 oo
N 0 ci Q 1�" if if
E r-
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1`7
0 11 zzi If Zo
z
X +0:: 0>> 0>>
-- .. . . .....
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---- -----. ..
0+00 0+50 1+00 1+50
STORM
2+00
- --- -------------
NOTES
ERU�TJA
00
%
1, DEPTH OF MET (H) 70 BE SHOWN ON PLANS.
SD
R-21
LITIES
10'-4" 1*"g
FOR DEPTH GREATER THAN 10' USE STANDARD
Dn-IA
GAS
REINFORCING STEEL
0 to
2, THE "91 DIMENSION SHOWN ON THE STANDARDS
RING TYPE FLANGE METER SUPPORT BRACKETS
n 0
4 - 1/2- STREAMER HOME SHAU. FACE THE ROADWAY
VALVE BOX AND BOOT SHALL BE CAST IRON
-BARS
AND SPECIFIED ON THE PLANS WILL 8E
-
---------
8
O,f)r-:D
BARS 0
BARS B-1
A— 11
X)
110
E-
< :
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3
N 0-:�;
WEIGHT
0 z
PROP
GRADE
0 CLi
:z
No. I
720
GAS
1ADE
No.
720
720
PROP
GRADE
@ CL
No, I
ROP GRADE
@
CL
iMl*$ding
C:)
N-EX
EX GRADE
@
CL
5
G
EX G
ADE 0
CL
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0
Q!1
EX
0
CL
T
EX GRADE
0
L
L
28 DAYS 4000 P S.I.
-PROP
'7RADE-9)-,CL-----
5'-0"
4
4"
to 4'-&'
-77-
0
Stud Sheer
Uj ........
a4
---PROP ---CRADE
comwclors
@ CL
2.23
4
715
5
4'
MIN
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w
0
710
4! M
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to
710
--
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710
to 4 6
. .....
.
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15"
pp
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154
.
......
715
2.79
4
3`2"
1
715
<D
81)
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W/ LL!
_1_,3
41-3" to 41-6-
715
2'-0"
a
-3
0`0"
0
04
cu
'
1.5'
5
MIN
MIN
'I
2
.05
r
3.�6.
+
4'-1 ' W-6.
5_
><
to 0
0-
z
-- Ir
224
C3
- - --------
@ 1.00 %
705
15" . 11P, P
N In
0 C In
to r-
-0
r- r,
fz� to In (0 oo
N 0 ci Q 1�" if if
E r-
Ld if r- if if
1`7
0 11 zzi If Zo
z
X +0:: 0>> 0>>
-- .. . . .....
c Ff .
---- -----. ..
0+00 0+50 1+00 1+50
STORM
2+00
Im
WE
Kcs
E @ CL
- --- -------------
NOTES
ERU�TJA
00
%
1, DEPTH OF MET (H) 70 BE SHOWN ON PLANS.
SD
R-21
LITIES
10'-4" 1*"g
FOR DEPTH GREATER THAN 10' USE STANDARD
Dn-IA
GAS
REINFORCING STEEL
0 to
2, THE "91 DIMENSION SHOWN ON THE STANDARDS
RING TYPE FLANGE METER SUPPORT BRACKETS
n 0
4 - 1/2- STREAMER HOME SHAU. FACE THE ROADWAY
VALVE BOX AND BOOT SHALL BE CAST IRON
-BARS
AND SPECIFIED ON THE PLANS WILL 8E
-
---------
8
O,f)r-:D
BARS 0
BARS B-1
A— 11
X)
110
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< :
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3
N 0-:�;
WEIGHT
0 z
IRON
cra
ORIe welded
ft.*
No. I
Lin. Ft.
U)
r M
No.
720
--Tn-,rt*
V)
Nov
No, I
ROP GRADE
@
CL
iMl*$ding
C:)
N-EX
GRADE
0
1
5
connec(o"S
TO BE SHAPED IN ACCORDANCE WITH STANDARD
0
to collar
COVEIN
R
MIN. GONG, STREN G AT
T
55
MATERIALS INCIDENTAL TO IM SHAPING 15 TO BE
28 DAYS 4000 P S.I.
twmm
-Al
5'-0"
4
4"
to 4'-&'
ugs
0
Stud Sheer
STRUC INVERT OF THE STRUCTURE
TAIAo
a4
12- 91/2.
comwclors
SHALL WITH CEMENT MORTAR TO
PREVENT STANDI14C OR PONOP4 Of WATER
t,THE STRUCM. THE COST OF FURNISHING
n 04 �- M# UATC01 ' 4Z *MVVN?M Tn
2.23
4
715
5
4'
MIN
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w
0
710
4! M
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J
710
--
4
j-j�;--
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--W W7-
-4
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710
to 4 6
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OVER. -
15"
pp
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154
DI-28
C5
2.79
4
3`2"
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81)
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W/ LL!
_1_,3
41-3" to 41-6-
5
2'-0"
a
-3
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0
04
cu
'
1.5'
5
MIN
MIN
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2
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r
1 -0"
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21
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5 %
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Z94
705
3-89
CpP
V-2"
5
lv-O"
3`6"
705 m
1.5' MIN'
CLEAR-
>
LU
_6"
705
29
-1
X 61
LAJ
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4.17
15"
CPP
5
2r-o"
4
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364
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>
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4
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5
9.4Y,
4
3`15"
10
V,3- to W-15"
150
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4'-3" to 4'-61
5
21-0"
6
4'-r
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to
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(0
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to
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337
4
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20"
00
0 0
(0(0(0
0 0
Lo ) r-
CL
T
-S-6-5
-4
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4
_
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6
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k
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2 0
to r-
0
C14 II
cc
---Y-93
Z'4
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1 5
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1 6 1
-0
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-
325
Z-2 _0
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0
-14
47' -Y� to 476"
-
5
0
E-q-
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1
C-4
'T
L,
-coc,
L6
C)
M(6
Ii
C)
c'
0
0 a-C11
DRAIN SUBBASE MATERIAI„ WEEP HOLE VATH
0)
to
U6
0
THE -W DIMENSION SHOWN ON THE STANDARDS
12"XIZ* PLASTIC HARDWARE CLOTH 014- MESH
AND SPECIFIED ON THE PLANS WILL BE
OR GALVANIZED STEEL WRE, MINIMUM WIRE
t8. * DENOTES LENGTH OF ONE (1) BAR.
CD
CD
MEASURED FROM THE INIVERT OF THE OUYrALL
DIAMETER O�03'* NUIMMR 4 WESH HARDWARE
4�0
1
i
> ->>
z z
-1
+0 z
CLOTH FU*A.Y TO THE OUTSIDE
OF THE STRUCTURE.
+0 U7.
0I,--z Z 4
+
E5
+0 z
- 1--
C'.)
+
+
+
cD
--
WATER TOWARD rHE INLET THROAT.
+
c:)
CONTRACTOR FROM FELD CONDITIONS.
M*9MLM COVER OF 2".
21. 1414MOM HE04T= PIPE DIA.+2'-$" WHEN PIPES ARC
1
WHEN SPECIFIED ON THE PLANS THE INVERT 6
ID. ALL REINFORCM STEEL TO BE CUT CLEAR OF
LOCATED UNDER EXTENDED SLOT OF INLET.
TO FIE SHAPED IN ACCORDANCE WITH STANDARD
ALL OPENINGS BY 2".
jS.'L THE COST OF FLOMMOG AM PLACING ALL
MATERIALS INCIDENTAL TO THE SHARING, IS 10 BE
2+50
0+00 0+50
1+00
0+00
0+50
0+00
0+50
4000 PS.
STOR'1v1I
4,
IN THE EVENT THE INVERT OFTTHE OUTFALL
WATER
WATER
Im
WE
Kcs
E @ CL
- --- -------------
NOTES
ERU�TJA
00
%
1, DEPTH OF MET (H) 70 BE SHOWN ON PLANS.
SD
R-21
LITIES
10'-4" 1*"g
FOR DEPTH GREATER THAN 10' USE STANDARD
Dn-IA
GAS
REINFORCING STEEL
0 to
2, THE "91 DIMENSION SHOWN ON THE STANDARDS
RING TYPE FLANGE METER SUPPORT BRACKETS
n 0
4 - 1/2- STREAMER HOME SHAU. FACE THE ROADWAY
VALVE BOX AND BOOT SHALL BE CAST IRON
-BARS
AND SPECIFIED ON THE PLANS WILL 8E
-
---------
8
O,f)r-:D
BARS 0
BARS B-1
z
X)
110
E-
< :
Uj
3
N 0-:�;
WEIGHT
0 z
IRON
cra
ORIe welded
ft.*
No. I
Lin. Ft.
U)
lg.Ft-*
No.
720
--Tn-,rt*
V)
Nov
No, I
ROP GRADE
@
CL
iMl*$ding
C:)
N-EX
GRADE
0
1
5
connec(o"S
TO BE SHAPED IN ACCORDANCE WITH STANDARD
0
to collar
cS•1, T14E COST OF FURT*%" 90 PLACING ALL
MIN. GONG, STREN G AT
T
55
MATERIALS INCIDENTAL TO IM SHAPING 15 TO BE
28 DAYS 4000 P S.I.
twmm
-Al
5'-0"
4
4"
to 4'-&'
ugs
0
Stud Sheer
STRUC INVERT OF THE STRUCTURE
TAIAo
a4
12- 91/2.
comwclors
SHALL WITH CEMENT MORTAR TO
PREVENT STANDI14C OR PONOP4 Of WATER
t,THE STRUCM. THE COST OF FURNISHING
n 04 �- M# UATC01 ' 4Z *MVVN?M Tn
2.23
4
715
5
CETS PER ASTM C-361
-T-3�7o -46-
w
0
Uk
4! M
Uj to
J
w
2.51
4
j-j�;--
COVER
--W W7-
-4
C14
to 4 6
.5' MIN
61-o"
_
3
_ __I
_6 _
_
154
DI-28
<
2.79
4
3`2"
1
4
710
_1_,3
41-3" to 41-6-
5
2'-0"
a
-3
0`0"
0
04
cu
189
2
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r
1 -0"
3.�6.
19
4'-1 ' W-6.
5_
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0-
z
> (14
224
14'
-S-3-4
46 od
(0
X0
151-0-
0-
.6-
=:
2:3f
-to_
3- to
a) RR
rR.
12',0"
_3
w Nr
LO
V0
L.Q
16,
3.61
V) F0 ,
1.5
171,0-
-4
31-61-
27
'I*
2'-0"
V)
14'-0-
...
Z94
3-89
-4
V-2"
5
lv-O"
3`6"
31
to 41
>
_6"
29
-1
X 61
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4.17
4
X-2"
5
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4
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3
161-0"
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4-0
0+10
0+50
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Kcs
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I-WA Df-T71v era T P 0+00, 0+50 1+00
rNSERTABL141' SIMET A 153
- --- -------------
NOTES
ERU�TJA
00
%
1, DEPTH OF MET (H) 70 BE SHOWN ON PLANS.
SD
R-21
LITIES
10'-4" 1*"g
FOR DEPTH GREATER THAN 10' USE STANDARD
Dn-IA
DEPARTMENT OF PUBLIC UTILITIES * RANGED ANGLE METER vAt.vE sswi- HAVE 'ol
REINFORCING STEEL
0 to
2, THE "91 DIMENSION SHOWN ON THE STANDARDS
RING TYPE FLANGE METER SUPPORT BRACKETS
n 0
4 - 1/2- STREAMER HOME SHAU. FACE THE ROADWAY
VALVE BOX AND BOOT SHALL BE CAST IRON
-BARS
AND SPECIFIED ON THE PLANS WILL 8E
A
CONCRETE
8
O,f)r-:D
BARS 0
BARS B-1
z
X)
110
E-
< :
Uj
3
N 0-:�;
WEIGHT
0 z
I-WA Df-T71v era T P 0+00, 0+50 1+00
rNSERTABL141' SIMET A 153
------ ----
I/7 SECTION CAST WON - t/7 SECTION STEEL
- --- -------------
NOTES
ERU�TJA
2"7.
L 21/2" x 2l/2- m 1/4"
1, DEPTH OF MET (H) 70 BE SHOWN ON PLANS.
TABLE OF QUANTITIES
-
LITIES
10'-4" 1*"g
FOR DEPTH GREATER THAN 10' USE STANDARD
Dn-IA
DEPARTMENT OF PUBLIC UTILITIES * RANGED ANGLE METER vAt.vE sswi- HAVE 'ol
REINFORCING STEEL
B
2, THE "91 DIMENSION SHOWN ON THE STANDARDS
RING TYPE FLANGE METER SUPPORT BRACKETS
TYPE
4 - 1/2- STREAMER HOME SHAU. FACE THE ROADWAY
VALVE BOX AND BOOT SHALL BE CAST IRON
-BARS
AND SPECIFIED ON THE PLANS WILL 8E
A
CONCRETE
8
BARS A-)
BARS 0
BARS B-1
-'E-
BARS
E-
BARS,
F
WEIGHT
SET FRAME IN CEMENT MORTAR RED
IRON
yds-
ORIe welded
ft.*
No. I
Lin. Ft.
U)
lg.Ft-*
No.
Lin- Ft.
--Tn-,rt*
V)
Nov
No, I
Un. FL*
-,
coATED w/ ITBRous wmuAm coxnw
Ltm
iMl*$ding
Weld 00
3, WHEN SPECIFIED ON THE PLANS THE INVERT IS
1.71
4
.3.�21.
5
connec(o"S
TO BE SHAPED IN ACCORDANCE WITH STANDARD
0
to collar
cS•1, T14E COST OF FURT*%" 90 PLACING ALL
MIN. GONG, STREN G AT
T
55
MATERIALS INCIDENTAL TO IM SHAPING 15 TO BE
28 DAYS 4000 P S.I.
twmm
44CLUMD IN THE DID PRIM FOR THE STRUCTURE-
5'-0"
4
4"
to 4'-&'
ugs
0
Stud Sheer
STRUC INVERT OF THE STRUCTURE
TAIAo
a4
12- 91/2.
comwclors
SHALL WITH CEMENT MORTAR TO
PREVENT STANDI14C OR PONOP4 Of WATER
t,THE STRUCM. THE COST OF FURNISHING
n 04 �- M# UATC01 ' 4Z *MVVN?M Tn
2.23
4
3'°2-
5
CETS PER ASTM C-361
-T-3�7o -46-
w
0
Uk
Q
w
T-
Uj to
J
w
2.51
4
j-j�;--
-5
--W W7-
-4
C14
to 4 6
0
61-o"
_
3
_ __I
_6 _
_
154
DI-28
<
2.79
4
3`2"
1
4
_1_,3
41-3" to 41-6-
5
2'-0"
a
-3
0`0"
0
04
cu
189
2
.05
r
1 -0"
3.�6.
19
4'-1 ' W-6.
5_
-0-
0-
Q?
> (14
224
14'
-S-3-4
46 od
(0
5
151-0-
-4
.6-
=:
2:3f
-to_
3- to
a) RR
rR.
12',0"
_3
w Nr
LO
V0
L.Q
16,
3.61
4
1.5
171,0-
-4
31-61-
27
'I*
2'-0"
3
14'-0-
...
Z94
3-89
-4
V-2"
5
lv-O"
3`6"
31
to 41
>
_6"
29
-1
X 61
4.17
4
X-2"
5
2r-o"
4
.3":F-
-
_Lr
4. 4 -&*
�0
3
161-0"
0 a)
364
4-0
to 4-fi"
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Aft
a
2.55
4
3',2"
5
9.4Y,
4
3`15"
10
V,3- to W-15"
150
1w
5
Ir-011
4
3'
14
4'-3" to 4'-61
5
21-0"
6
4'-r
185
DI-2C
12*
3.09
4
IS
4;--k to
6
20
H
337
4
4
4'-3" to 4*-6"
5
20"
6
C6 -
-S-6-5
-4
.(Y,
4
_
3'-6"
4'-3- to 41-6-
-4'$-
6
- 2'-0"
k
-f
I
2 0
---Y-93
4
3`2"
1 5
tT-O"
1 4
5
21-0.
81-r
1 6 1
-0
r-6"
-
325
Z-2 _0
:.:3E2=- :1
-5
�- 0"
�-4
-14
47' -Y� to 476"
-
5
21�0�
E-q-
::iE-
36-0
tLOTES
L,
DEPTH OF MET tH) TO BE SHOWN ON PLANS.
8, 3" DIAMETER WEEP HOLE TO BE LOCATED TO
17. LFENCTH OF ANCLE A SHOWN ON SHECT I
DRAIN SUBBASE MATERIAI„ WEEP HOLE VATH
OF 2 IS TO BE L+16" AT 4.10 LBS./FT..
2,
THE -W DIMENSION SHOWN ON THE STANDARDS
12"XIZ* PLASTIC HARDWARE CLOTH 014- MESH
AND SPECIFIED ON THE PLANS WILL BE
OR GALVANIZED STEEL WRE, MINIMUM WIRE
t8. * DENOTES LENGTH OF ONE (1) BAR.
MEASURED FROM THE INIVERT OF THE OUYrALL
DIAMETER O�03'* NUIMMR 4 WESH HARDWARE
4�0
REINFORCING BARS TO BE*S.
PIPE TO THE TOP OF Tit STRUCTURE
PLAN "K* DIMENSIONS ARE: APPROXIMATE ONLY
CLOTH FU*A.Y TO THE OUTSIDE
OF THE STRUCTURE.
t9, ALL
FOR ESTIMATING PURPOSES AND THE ACTUAL
GRATE TO DC INSTALLED SO SLOTS WILL DIRECT
DIMENSIONS S-IALL BE BET . ERMINED BY THE
9. ALL REINFORCING STEEL SMALL HAVE A
WATER TOWARD rHE INLET THROAT.
CONTRACTOR FROM FELD CONDITIONS.
M*9MLM COVER OF 2".
21. 1414MOM HE04T= PIPE DIA.+2'-$" WHEN PIPES ARC
1
WHEN SPECIFIED ON THE PLANS THE INVERT 6
ID. ALL REINFORCM STEEL TO BE CUT CLEAR OF
LOCATED UNDER EXTENDED SLOT OF INLET.
TO FIE SHAPED IN ACCORDANCE WITH STANDARD
ALL OPENINGS BY 2".
jS.'L THE COST OF FLOMMOG AM PLACING ALL
MATERIALS INCIDENTAL TO THE SHARING, IS 10 BE
B. CAST-N PLACE CONCRETE IS TO BE CLASS A3
INCLUDED IN THE DID PRCE FOR THE STRUCTURE.
(3000 PSI), PRECAST CONCRETE IS TO BE
2..W.
4000 PS.
4,
IN THE EVENT THE INVERT OFTTHE OUTFALL
PIPE IS HIGHER THAN THE SOT ON OF THE
12, LENGTH Of SLOT It) WILL, IN EVERY CASE, BE
STRUCTURE W "iERT OF THE STRUCTURE
SHALL SE jiiAPED WITH CEMENT MORTAR To
SHOWN ON PLANS.
F
F
PREVENT STANDING OR POND040 OF WATER
13. THIS STANDARD IS INTENDED FOR USE IN CURB
IN THE STRUCTURE. THE COST OF FU
CUTTER SITUATIONS OWY,
AND PLACING ALL, MATERIALS INCIDENTAL TO
THE SHARING IS TO BE INCLUDED IN THE BID
Al" STANDARD IWETS MAY DE CONSTRUCTED WITH
PRICE FOR THE STRUCTURE.
CONCRETE BLOCKS IN ACCORDANCE W17H THE
DETAILS SHOWN ON STANDARD DRAW*40 Oi-MEL
5.
STEPS ARE TO BE PROVIDED WHEN H IS 4'-0'
OR CRFATER. FOR DETAILS %.-E STANDARD ST-1.
15. THIS AREA MAY BE EARTHEN.IN WHICH CASE
THE EXPANSION JOINTS WILL APPLY MY TO
6,
THIS ITEM WAY BE PRECAST OR CAST-04-PLAM,
CURB AND CUTTER.
GRATE
7.
0 4 X 8; SMOOTH DOWELS AT APPROXIMATELY
IC CONCRETE QUANTITIES SHOWN ARE FOR DEPTH
150 t 7 be. o0st Won
sa
12' C-C 0 BE PLACED IN ALL AREAS ADJACENT
TO ABUTTW, CONCRETE TO PREVENT
(H) OF 5' -2'1 WITHOUT PIPES. THE AMOUNT
DISPLACE0 BY PIPES MUST BE DEDUCTED TO
I
SETTLEMENT.
OBTAIN TRU OUANTLTES, FOR METS OF
DIFFERENT DEPTHS ADD OR SUBTRACT O.28
CUBIC YARDS OF CONCRETE FOR EACH FOOT.
SECTION F-F
STANDARD CURB DROP INLET Sheet 2 of 2
REFERENCE
12"-24" PIPE., MAXIMUM DEPTH
(H)=9'
VIRGINIA DEPARTMENT OF TRAN"TATK>N
rVD4 D4
------ ----
I/7 SECTION CAST WON - t/7 SECTION STEEL
- --- -------------
NOTES
ERU�TJA
2"7.
L 21/2" x 2l/2- m 1/4"
1, DEPTH OF MET (H) 70 BE SHOWN ON PLANS.
Lugs to be
cost with catty
-
LITIES
10'-4" 1*"g
FOR DEPTH GREATER THAN 10' USE STANDARD
Dn-IA
DEPARTMENT OF PUBLIC UTILITIES * RANGED ANGLE METER vAt.vE sswi- HAVE 'ol
0.1. MAME & COVER
B
2, THE "91 DIMENSION SHOWN ON THE STANDARDS
RING TYPE FLANGE METER SUPPORT BRACKETS
4 - 1/2- STREAMER HOME SHAU. FACE THE ROADWAY
VALVE BOX AND BOOT SHALL BE CAST IRON
0 2." FORD COPPERSETTER MODEL III VBHWn-158140-11-77 # pACK FLOW DEVICE REQUIRED AS SET FORIH IN CITY CROSS
AND SPECIFIED ON THE PLANS WILL 8E
A
0
MIN. RENE, 012 IN' /FT.
STEEL - ASTM A- 185
VALVE BOX COVER SKkLL 13E MARKED 'WATER"
* 1-1/2 FORD: SAME LAYING DISTANCE CONNECTION CONTROL PROGRAM
MEASURED FROM THE INVERT OF THE OUTFALL
PIPE TO THE TOP OF THE STRUCTURE.
CAST
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SET FRAME IN CEMENT MORTAR RED
IRON
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FOR ESTIMATING PURPOSES AND THE ACTUAL
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MANHOLE CONSTRUCTION StAMILL
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MATERIALS INCIDENTAL TO IM SHAPING 15 TO BE
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DEPARTMENT OF PUBLIC UTILITIES
DEPARTMENT OF PUBLIC UTILITIES TYPICAL RESILIENT SEAT VALVE INSTALLATION:
DEPARTMENT OF PUBLIC UTILITIES * RANGED ANGLE METER vAt.vE sswi- HAVE 'ol
0.1. MAME & COVER
RES1`RAINTS SHALL BE BY MECA-LUG FLANGES
Ire-
RING TYPE FLANGE METER SUPPORT BRACKETS
4 - 1/2- STREAMER HOME SHAU. FACE THE ROADWAY
VALVE BOX AND BOOT SHALL BE CAST IRON
0 2." FORD COPPERSETTER MODEL III VBHWn-158140-11-77 # pACK FLOW DEVICE REQUIRED AS SET FORIH IN CITY CROSS
0
MIN. RENE, 012 IN' /FT.
STEEL - ASTM A- 185
VALVE BOX COVER SKkLL 13E MARKED 'WATER"
* 1-1/2 FORD: SAME LAYING DISTANCE CONNECTION CONTROL PROGRAM
VALVE TOP SIRMU. BE FLUSH WITH FINISHED GRADE
AS 2** WBTI ONE PAIR OF 2" x 1-1/2* WWFLOW DEVICE MAY NOT BE INSTALLED IN METER VAULT
.. . ..
SET FRAME IN CEMENT MORTAR RED
FIZV Ste
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MANHOLE CONSTRUCTION StAMILL
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0
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00
28 DAYS 4000 P S.I.
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SEMI-POSITWE DISPLACEMENT TYT�-- FUMP CAH 01/25/99 1/19
DIRECTLY DRIVEN BY A I W' OTOR -ey
C&PA3LE OF DELN-FRING 9 Wm AT 138' T,D.4
(34 1p-r AT 42m T'031.)
NOTE, A CONCRETE ANCHOR
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TY OF WINCHESTER, `v4
CITY OF WINCHESTER, VA
CI1Y OF WINCHESTER, VA # METER supNjm By THe DEPARTMENT OF PUBLIC UTILITIES
+
DEP �CRITMENT OF PUBLIC UTIJTIES
FIRE HYDRANT SHALL BE TRAFFIC MODEL
DEPARTMENT OF PUBLIC UTILITIES TYPICAL RESILIENT SEAT VALVE INSTALLATION:
DEPARTMENT OF PUBLIC UTILITIES * RANGED ANGLE METER vAt.vE sswi- HAVE 'ol
RES1`RAINTS SHALL BE BY MECA-LUG FLANGES
04
RING TYPE FLANGE METER SUPPORT BRACKETS
4 - 1/2- STREAMER HOME SHAU. FACE THE ROADWAY
VALVE BOX AND BOOT SHALL BE CAST IRON
0 2." FORD COPPERSETTER MODEL III VBHWn-158140-11-77 # pACK FLOW DEVICE REQUIRED AS SET FORIH IN CITY CROSS
0
VALVE BOX COVER SKkLL 13E MARKED 'WATER"
* 1-1/2 FORD: SAME LAYING DISTANCE CONNECTION CONTROL PROGRAM
VALVE TOP SIRMU. BE FLUSH WITH FINISHED GRADE
AS 2** WBTI ONE PAIR OF 2" x 1-1/2* WWFLOW DEVICE MAY NOT BE INSTALLED IN METER VAULT
.. . ..
18" X 1W CONCRETE PAD SHALL BE PLACED AROUND
METER ADAPTERS, FORD
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Iss 1.
SEMI-POSITWE DISPLACEMENT TYT�-- FUMP CAH 01/25/99 1/19
DIRECTLY DRIVEN BY A I W' OTOR -ey
C&PA3LE OF DELN-FRING 9 Wm AT 138' T,D.4
(34 1p-r AT 42m T'031.)
NOTE, A CONCRETE ANCHOR
IS REQUIRED To PREVFNT TH TAW FROM FLOATING,
SEE INSTALLATION INSTRUCTIONS MODEL 2014, DETAIL SHEET
SPECIFIC OR CUT SHEET
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CI1Y OF WINCHESTER, VA # METER supNjm By THe DEPARTMENT OF PUBLIC UTILITIES
+
DEP �CRITMENT OF PUBLIC UTIJTIES
FIRE HYDRANT SHALL BE TRAFFIC MODEL
DEPARTMENT OF PUBLIC UTILITIES TYPICAL RESILIENT SEAT VALVE INSTALLATION:
DEPARTMENT OF PUBLIC UTILITIES * RANGED ANGLE METER vAt.vE sswi- HAVE 'ol
RES1`RAINTS SHALL BE BY MECA-LUG FLANGES
04
RING TYPE FLANGE METER SUPPORT BRACKETS
4 - 1/2- STREAMER HOME SHAU. FACE THE ROADWAY
VALVE BOX AND BOOT SHALL BE CAST IRON
0 2." FORD COPPERSETTER MODEL III VBHWn-158140-11-77 # pACK FLOW DEVICE REQUIRED AS SET FORIH IN CITY CROSS
0
VALVE BOX COVER SKkLL 13E MARKED 'WATER"
* 1-1/2 FORD: SAME LAYING DISTANCE CONNECTION CONTROL PROGRAM
VALVE TOP SIRMU. BE FLUSH WITH FINISHED GRADE
AS 2** WBTI ONE PAIR OF 2" x 1-1/2* WWFLOW DEVICE MAY NOT BE INSTALLED IN METER VAULT
.. . ..
18" X 1W CONCRETE PAD SHALL BE PLACED AROUND
METER ADAPTERS, FORD
PART III AB7 TO BE FORD CUSTOM SETIM OR APPROVED EQUAL
w
I
LOCATED OUTSIDE OF PAVEMENT AREAS
PRECAST VAULT AS MANUFACTURED BY 'THE CLEAR FLOW
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