HomeMy WebLinkAbout03070016 Village of West Clay Sections9006 - A&B Large Plan pg. PINDIANAPOLIS WATER COMPANY
PROJECT LEGEND
W h St
PROJECT No. XXXXXXXX
JOB
STREET NAMES
PIPE
SIZE
PIPE
TYPE
TOTAL PIPE
1
DUMBARTON STREET
N i
i11
PVC
w
5t
HALIFAX STREET
8in
PVC
123'
Nill
FAIRMOUNT STREET
PVC
40'
ilk&
126th St
10
Cr
IX
o
0 73
CC
TOTAL
I, I--
O
W 116th St
265'
INDIANAPOLIS WATER COMPANY
PROJECT LEGEND
PROJECT NAME Village of WestClay Section 0006 —a
PROJECT No. XXXXXXXX
JOB
STREET NAMES
PIPE
SIZE
PIPE
TYPE
TOTAL PIPE
1
DUMBARTON STREET
8in
PVC
265'
2
HALIFAX STREET
8in
PVC
123'
3
FAIRMOUNT STREET
8in
PVC
40'
TOTAL
265'
f
—..r
INDIANAPOLIS WATER COMPANY
PROJECT LEGEND
PROJECT NAME Village of WestClay Section 9006 —b
PROJECT No. XXXXXXXX
JOB
STREET NAMES
PIPE
SIZE
PIPE
TYPE
TOTAL PIPE
1
DUMBARTON STREET
8in
PVC
1544'
2
HALIFAX STREET
8in
PVC
123'
3
FAIRMOUNT STREET
8in
PVC
40'
TOTAL
1707'
DATE:
6/30/03
PROJECT NO.:
1238.9006
DRAWN BY:
CWD
CHECKED BY:
SHEET TITLE:
WATER DISTRUIBUTION
PLAN
DRAWING FILES:
N: \9006 \DWGS \REVISED \C701.DWG
XREF: 9006– A– BS.DWG, 1009BS.DWG
XREF: 1501BS.DWG, 15OC3BS.DWG
XREF: CA17.DWG
XREF: CA16.DWG
XREF: AREAMAP.DWG
XREF: W9006– A– bs•DWG
SHEET NO.:
C70
TEE
B.O.
PLUG
KICKER
20 00 &SE
20' B�
WYE &LAT.
1 +16
8 "x8'
GATE
WYE LAT.
m 0 +59
WYE LAT.
1 +99
11.25°
WYE LAT.
1+46
WYE LAT.
1 +98
WYE LAT. 78
1 +03
WYE LAT
0 +10
10' DU &SE
NORMAL POOL= 886.00
2 YR. 887.55
DU &SE
10 YR.= 888.62
100 YR.= 889.90
MIN. T.O.B.= 891.90
7' OF 12" RCP
—rte
5891512 W
130.00
EXISTING
Viiiage of WestClay
SECTION 1503
WYE LAT.
3 +80
WYE LAT.
3 +37
SEE SHEET C702
EXISTING
Village of WestClay
SECTION 10009
000
n00_
Qob
EXISTING
Village of WestClay
SECTION 1501
LOCATION MAP
SCALE: 1" 2000'
10.5'
1' 4' 5.
CONC.
WALK
2' CHAIRBACK
CURB
��PIPE UNDERDRAIN (TYP)
TYPICAL STREET SECTION
ASSUMED NORTH
SCALE: 1 =50'
50' RIGHT -OF -WAY
14.5'
TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
NOTE:
WATER MAIN VALVES SHALL NOT BE
LOCATED UNDER PAVEMENT.
29'
14.5'
2' CHAIRBACK
CURB
PIPE UNDERDRAIN (TYP)
NO SCALE
5.5'
4' BACK
OF CURB
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
LEGEND
Proposed Water Main
Telephone Pole
E pa. Gas Pole
Inlet
Tree
GAS VALVE
Parcel Id
Bend
Kicker Block
Adapter
UT
UE
0
arq
Q
B.0. Blowoff Assembly
0
0
v
U
Existing Water Main
Hydrant
Hydrant
with Hydrant Valve
Butterfly Valve
Valve
Air Relief
Plug
Reducer
T.J. Tee
M.J. Sleeve
Cross
Valve
Casing Pipe
Gas Lines
Telephone Lines
Electric Lines
HOLEY MOLEY SAYS
DON'T
DIG
BLIND'
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
10.5'
4'
CONC.
WALK
WATER LINE
LOCATION (TYP)
PROJECT NAME: Village of WestClay Section 9006 —a &b
PROJECT NUMBER: XXXXXXXXXXXX
DIST. MAP NO.: XXXX METER MAP: XXXXXXXX
TAX CODE: XXXXXXX
LOTS: 4
PRESSURE DIST.: XXXXXX
DRAFTER: SCHNEIDER /DCC DATE: 06/09/03
.M3411PAIIMINIER, '5.1.1101/110.3116..
o1 111t41iIIIItliI/ o ///i
OP E Rc`"
o
No.
9500028
1. STATE OF '47/
k ill/ 11111 1 1111111\
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2003)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www. schn eidercorp. corn
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