HomeMy WebLinkAbout03070016 Village of West Clay Sections9006 - A&B Large Plan pg. Ms=viLacvcrila
PROJECT NO.:
1238.9006
Sheet
Demo
N
Description
C801
14
Bedding Detail Reinforced Ccncrete Pipe (RCP)
C801
16,18
Curb Inlet Detail
C801
17
Beehive Inlet Detail
eft.
0 .0
C801
15,19
Storm Manhole Detail
C801
12
Precast Concrete End Section
C802
RipRap Detail End Section
T(CaTJE
[-aisr-E1
DATE:
6/30/03
PROJECT NO.:
1238.9006
DRAWN BY:
CWD
CHECKED BY:
SHEET TITLE:
STORM SEWER
PLAN PROFILE
DRAWING FILES:
N: \1238 \9006 \DWGS \C602.DWG
XREF: 9006BS.DWG
XREF: NOR -BS -E.DWG
XREF: 1009BS.DWG
XREF: STORM.DWG
SHEET NO.:
C 602
915
910
905
900
895
890
885
880
875
��LAGE OJ
VILLAGE
WESTCLAY
1
W
W
W
CO
r7
CC
F-
C/)
155' 0.29%
21" RCP
F-
LU
N
CO
F--
C/)
143
W
W
W
192'
0.47%
21" RCP
F—
W
J
CO
CC
CU
LO
N
N
F-
C)
N
LCD
F-
F-
L LJ
J
CO
29'
0.29%
24" RCP
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CD
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CO
0000
84
STOP
FOR STRUCTURE TYPES AND SIZES REFER
TO HAMILTON COUNTY SURVEYOR'S OFFICE
"CURB INLET DETAIL" ON SHEET C804.
STORK
NIL, FOR CONTINUATION
SEE SHEET C601
V
F-
W
w
w
CO
O
(0
F—
O
00
lf')
07
0o
F-
FOR CONTINUATION
SEE SHEET C601
I
�i
I 70
SEWER PLA
F_
W
w
N
SEWER PROFILE
FO CONTINUATION
SEE SHEET C601
FOR CONTINUATION
SEE SHEET C601
77
F-
L L.1
CO
7
V
Existing Grade
F-
LU
CO
CC
29' 169'
0.35%
12'SC
a)
CO
r
0000
Lil
N
izatoraiNvaD
New Grade
FIOLE'! MOLEY SAYS
DON'T
DIG
BLIND"
"ITS 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.
0. 72%
Granular Backfill
12" RCP
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.
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
F-
W
J
LLJ
LJ.J
OD
N
Ca
CO
f
r'') 00
0000 c0
00
a') ZZ
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SCALE: 1"=50'
HORZ.: 1"=50'
SCALE:
915
910
905
900
895
890
885
$80
875
C,)
z
0
OC
LLU
_\0 K. SFk
9500028
STATE OF
%mo
u I n l 1 I I I n t o 0
No.
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. (2001)
‘b,
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.82
www.schneidercorp_com
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