HomeMy WebLinkAbout85-01 VOWC Sec. 8002 - Construction Plans - Water Distribution Plan C701DATE:
6/28/01
PROJECT NO.:
1238.8002
DRAWN BY:
MG
CHECKED BY:
SHEET TITLE:
WATER DISTRUIBUTION
PLAN
DRAWING FILES:
N: \1238 \8002 \DWGS \C701.DWG
XREF: V02- BS.DWG, 1201BS.DWG
XREF: 1009BS.DWG, 3004BS.DWG
XREF: AGO1BS.DWG, AGO2BS.DWG
XREF: MID- BS -E.DWG
XREF: AREAMAP.DWG
XREF: IWC- V02.DWG
SHEET NO.:
C7CIL
904.3
X X
ti
904.4
X
903.9
X
X 903.5
904.3
X
905.2
907.4
902.3
X
02.7
901.6
Job N.
Pipe Si e
589 901.6 590
RHETTSBURYX
STREET
902.8
COMMONS
PV
8 in 971'
901.3
x
901.7
X
EXISTI 0 12 IN. WATER MAIN
901 .3
x
901.5
X 627
901.7
X
EXISTIN
Village of W pt 11
SET!
625
1901.
EXISTING x
Village of WestClay
SECTION 7501 -A
REPEAT
902.16
EX. 12" RCP
594 595
899.9
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
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Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
126th St
0)
W 116th St
t2;
ATION
PROJECT N
4'
CONC.
WALK
SCALE: 1" 2000'
10.5'
5.5'
2'
2' CHAIRBACK
CURB
PROJECT I: ER:
DIST. MAP NO.:
TER
LOTS:
TAX CODE:
PRESSURE DIST.:
DRAFTER:
DATE
50' RIGHT -OF -WAY
14.5'
29'
14.5'
2' CHAIRBACK
CURB
UNDERDRAIN (TYP) PIPE UNDERDRAIN
TYPICAL STREET SECTION
NO SCALE
LEGEND
Proposed Water Main
Telephone Pole
Po,. Gas Pole
0 Inlet
Tree
GAS VALVE
Parcel Id
Adapter
Bend
Kicker Block
UT
UE
Existing Water Main
0
Q
3.0. Blowoff Assembly
w
v
Hydrant
Hydrant
with Hydrant Valve
Butterfly Valve
Valve
Air Relief Valve
Plug
II Reducer
T.J. Tee
M.J. Sleeve
W
LJ
n
Cross
Casing Pipe
Gas Lines
Telephone Lines
Electric Lines
LAGE OF TCLAY
SECTION 8002
AYE
SCI IDER CORP.
6/29/01
5.5'
4' BACK
OF CURB
10.5'
4
CONC.
WALK
8
-WATER LINE
LOCATION (TYP)
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
PROJECT NAME: THE VILLAGE OF WESTCLAY SECTION 8002
PROJECT No. XXXXX
JOB
1
2
INDIANAPOLIS WATER COMPANY
PROJECT LEGEND
STREET NAMES
TOWNE ROAD
RHETTSBURY STREET
TOTAL
PIPE
SIZE
8in
8in
PEE I TOTAL PIPE
PVC I 971'
PVC I 115'
1,088'
FUTURE
Village of Wes Clay
1.5
8
2
901.1
X
.5
900.6
X
902.5
X
901.4
x
900.9
X
901.3
x
900.7
X
900.4
x
900.8
126TH. STREET
X901.2
901.
x
900.8
900.6
X
899.8
900.6
x
901.9
903.1
901 .3
x
901.6
X
900.7
X
900.4
X
899.5
x
605
641
642
89
899.6
x
006
62
9
]:ENCIE-TrMrAIRIK
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
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.
ASSUMED NORTH
SCALE: 1"=50'
NOTE:
WATER MAIN VALVES SHALL NOT BE
LOCATED UNDER PAVEMENT.
Cr)
w
rr
otollintll
H LA
N
9800085
Q s
STATE OF
9.
DATE• !dl
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.(2001)