HomeMy WebLinkAboutC601 Storm Sewer Plan01
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915
910
905
900
895
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885
880
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VILLAGE OF WESTCLAY
MEETING HOUSE
6
6
7
EXISTING
VILLAGE OF WESTCLAY
VILLAGE CENTER BLOCK
STORK SFW
STORK
7
AREA FOR FUTURE BUILDINGS AND /OR
EXPANSION OF COMMON PARKING LOT
AREA FOR FUTURE BUILDINGS AND /OR
EXPANSION OF COMMON PARKING LOT
8
8
9
IR PLAN
7 yr* 11.so ,11.
HORSEFERRY
ROAD
9
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10' STUB
12" RCP
SEWER PROFILE
50' STUB
12" RCP
10
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10
Cr
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11
Existing Grode
11
VILLAGE OF WESTCLAY
FUTURE SECTION
LIE 1F t
New Grade
12
7///////
Granular Backfill
12
13
STORM MANHOLE
STORM STRUCTURE No.
(TYPICAL) Too
STRAIGHT CURB INLET
13
14
BEEHIVE INLET
14
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
STORM SEWER LEGEND
15
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1-800-382-5544
CAII 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.
PRECAST CONCRETE
END SECTION
STORM sEwER
EMBEDMENT DETAL
PIPE UNDERDRAIN
SCALE: 1"=50'
HORZ.: 1"=50'
SCALE:
15
915
910
905
900
895
890
885
880
875
C3 1"4
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
5. THIS STORM SEWER PLAN IS PART OF THE OVERALL DRAINAGE
PLAN FOR THE VILLAGE OF WESTCLAY, PREVIOUSLY APPROVED
BY THE COUNTY SURVEYOR.
Revisions
TES TENCIHEMLAIRIK.
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
at,,„t .'v' ltIt, �,uu,,,,,/
S
N 0
9800085
STATE OF k
I NDIANS^.
N N Nititi►
CERTIFIED BY
THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
FEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION AND ARE NOT TO 13E USED OR REPRODUCED W4 WHOLE OR IN
PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIO€R CORPORATION.
1999, The Schneider Corporation
r me
6:21 Schneider
L J Corporation
1276 Hamilton Crossing Blvd.
Carmel. Indiana
460 :Q
317-574-3797
317 -'574 -:3799 Fax
Form erly Schneider Engineering Corp. Bohlen. Meyer, (;ibkcfn Assoc.
Date Project No.
08/06/99 I 1238.005
Computer Files
J `1238 \005 \DWWGS \C601.DWG
XREF:
BRENWICK DEVELOPMENT CO.
BrenWick Building
Village of WestClay
STORM SEWER PLAN
Drawn
MG
Sheet No.
Engineering
Surveying
Landscape Architecture
CIS U;
Geology
Approv.
C60i1
L