HomeMy WebLinkAboutRW-4561
I
N
mo
D -4.4'
i
� Tdi
EX 'INC 11 , 7 68 = 51
h iING 7- RA "96f 3 I N NV -,2. <
20
RA IN V }.9M1 7NV _10.59
INV ]0 10 M1.65
IJV 173. 5
RA 7-]6_I6 P P 2 UP
jf{2E —E
N 17296 m
�. INV „3 se 8 "x8"x6° ANCMf
LExsa o-
F N .76 4s 6" vALVE
Il 1.4.2a HYDRANT
8 °x6" REDUCER
F 0'
'
4
BOWKER
BOWKER
VACANT
LOT
D=4.5' D -5.7'
L =21' 1 =22'
#12
#10 I BOWKER ST.
WK
BOER ST.
\ h � FO N
'
' �3 U2� 934 INV
°G ATE VAL ���
5
-o=
ul
J=
I I
TEE
#7 "Ni -1
NV — Ai44
L =13.5
OWNER S
L
�
S FIG
. IU 18
�
H
F N _5
INV -la B.
BOWKER Si �R,
Ic F
R11
17
8174
INJ=
ABANDONED EXISTING 2"
N V
I,7.9
,7729
18V =
.177.59 C G•
®�
L 113'
WATER MAIN.
5.8'
=5.0'
i '' I';l
A
=12.5
=14.5
OFF POSITION..
8 "x8 "x8° ANCHOR TEE
v
BoWrKER sT. ';.
RECEIVING WATER FROM ARLINGTO
R
a
y
Vit
y
0
D -4.5'
L =25' D -3.9'
#16 L =1T
BOWKER ST #lg
j BOWKER ST.
/ F
Ens^! 3 i� F
RIM 20
SJ 07.a7�
L =14'
PLAN- BOWKER STREET
SCALE.' I" = 40'
.0 EXISTING 6" WATER MAIN AND
.ED WITH 8" CLDI WATER MAIN
D =5.4' D —_5.9• D =4.4' STREET
L =21' =26. L =24' FROM TUFT AVE.
22 i #30 i
BOWKER ST BOWKER ST BOWKER ST #39 j
,i eOWKER ST
/
8° CLDI PIP
/ SR's! " „� R STORM DR IN tl �Es, �.9< 2'x2'x2'
�II (VV - 247 JC
NP 112IF -3
EXISTING SLING CB
RIM 23040
226 45
= 226 55
nV
INV =
XSTK ce
Rr =2-056
M1" — 23686
- 2,3.96
= 237- 2,
P, W
ST. (Vi #35 %I
BOWKER ST.
#25
BOWKER ST.
8"x8 "x6" ANCHOR TEE
10679
6” GATE VALVE
N0
HYDRANT
111 _ 20'334
NV — Ai44
L =13.5
VACANT LOT
D =4.2'
H
L =14'
PLAN- BOWKER STREET
SCALE.' I" = 40'
.0 EXISTING 6" WATER MAIN AND
.ED WITH 8" CLDI WATER MAIN
D =5.4' D —_5.9• D =4.4' STREET
L =21' =26. L =24' FROM TUFT AVE.
22 i #30 i
BOWKER ST BOWKER ST BOWKER ST #39 j
,i eOWKER ST
/
8° CLDI PIP
/ SR's! " „� R STORM DR IN tl �Es, �.9< 2'x2'x2'
�II (VV - 247 JC
NP 112IF -3
EXISTING SLING CB
RIM 23040
226 45
= 226 55
nV
INV =
XSTK ce
Rr =2-056
M1" — 23686
- 2,3.96
= 237- 2,
P, W
ST. (Vi #35 %I
BOWKER ST.
#25
BOWKER ST.
D 4.0
L =15.5
D =4.5'
L =12'
L =13.5
I. a5
195 3,
JV 45 -2
<v
`C TO
Ni N,d 20.72
(rm7 v (fnd)
V� #
HIBBERT ST. / - /i g19
#5 HIBBERT ST.
HIBBERT SL �1 X11 'HIBBERT ST.
#1 s
16 TAPPING SLEEVE D=4.0' �' HIBBERT S . rx,sTO, c6 RIBBER
WITH 6" GATE VALVE L =14' #o' v1u 1.,4V INV ° em sa
HIBBERT ST IIV 191492
* HOUSE NOT CONNECTED
D -4.3' 502 D =4.9'
TO NEW CURB STOP. L -15• L =43'
HOME OWNER NEEDS TO
DIRECT WATER PIPE TO
FRONT OF HOME
PLAN-HIBBERT STREET
SCALE., I"= 40'
ExiRIOG D.n
Po,d 205.92
V = 204 27
.
V 4 -32
NV 204 "z
W
lal
REDUCER (TYP.)
NOTE:
• D =DEPTH TO CURB STOP IN FEET
L= LENGTH OF 1" COPPER PIPE FROM
CORP. STOP TO CURB STOP
s o V ®. •
P: \1419 -Water Birdhlll Ares COO- 64\ WaterMatnReplaaement \As— Bullt \BtrdHillAre dag, 3/28/2011 10:31:56 AM
s
KIA/-4.5(o
REMOVED
GATE BOX AND COVER
H
ABANDONED EXISTING 2"
WATER. MAIN AND
®�
REPLACED WITH 8" CLDI
WATER MAIN.
A
CURB STOP LEFT IN
OFF POSITION..
8 "x8 "x8° ANCHOR TEE
v
RECEIVING WATER FROM ARLINGTO
END
6" GATE VALVE
"O
S
LF or 2EE IS
H RANT
a
Islmc lair;
xs ., sm«
i, 18441
#6
IBBERT SL
['T_
p55
— IBBERT ST��ARUNG
HYDRANT
IN - zaeao
— 20 30
ei = 2a 77-
IJV 1` -9.42
r— - X!Si•.yG C9
FXISTHG CB
" ""
I. a5
195 3,
JV 45 -2
<v
`C TO
Ni N,d 20.72
(rm7 v (fnd)
V� #
HIBBERT ST. / - /i g19
#5 HIBBERT ST.
HIBBERT SL �1 X11 'HIBBERT ST.
#1 s
16 TAPPING SLEEVE D=4.0' �' HIBBERT S . rx,sTO, c6 RIBBER
WITH 6" GATE VALVE L =14' #o' v1u 1.,4V INV ° em sa
HIBBERT ST IIV 191492
* HOUSE NOT CONNECTED
D -4.3' 502 D =4.9'
TO NEW CURB STOP. L -15• L =43'
HOME OWNER NEEDS TO
DIRECT WATER PIPE TO
FRONT OF HOME
PLAN-HIBBERT STREET
SCALE., I"= 40'
ExiRIOG D.n
Po,d 205.92
V = 204 27
.
V 4 -32
NV 204 "z
W
lal
REDUCER (TYP.)
NOTE:
• D =DEPTH TO CURB STOP IN FEET
L= LENGTH OF 1" COPPER PIPE FROM
CORP. STOP TO CURB STOP
s o V ®. •
P: \1419 -Water Birdhlll Ares COO- 64\ WaterMatnReplaaement \As— Bullt \BtrdHillAre dag, 3/28/2011 10:31:56 AM
s
KIA/-4.5(o