HomeMy WebLinkAboutC602 Storm Sewer Plan & ProfileE, 10/13LEFITAMS
PROJECT NO.:
1238.1202
Sheet
Detail
Number
Description
C803
3
Bedding Detail Reinforced Concrete Pipe (RCP)
C803
10
Special Straight Curb Inlet
C803
6
Beehive Inlet Detail
C803
5/7
Storm Manhole Detail
C803
1
Precast Concrete End Section
C803
2
Rip Rap Detail
DATE:
11/30/04
PROJECT NO.:
1238.1202
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STORM SEWER PLAN
AND PROFILE
DRAWING FILES:
N: \1238 \1202 \DWGS \C601- 603.DWG
XREF: 1202ABS.DWG
XREF: 1202BBS.DWG
XREF: 1009BS.DWG
XREF: 1201 BS.DWG
XREF: STORM.DWG
SHEET NO.:
C602
SECTION 12002 —B STORM SEWER PIPE
G610 G611 G612
29
0.50%
12 "RCP
0.27%
29' 154'
0.30%
15 "RCP
SECTION 12002 —B STORM SEWER PIPE
G600 G601A G601 G602 G603 G604
0.30%
40'
0.30%
8 "RCP
W
0
z
w
0
CD
Existing
Village of WestClay
Hourglass Lake
NORMAL POOL 884.0
100 YEAR ELEV. 887.03
TOP OF BANK 889.00
SEE CROSS SECTION DETAIL 94 -2 ON C805
STORV
STORK
SEWER PLA\
SEWER PROFILE
122' 0.30% 12 "RCP
Existing
Village of WestClay
Hourglass Lake
NORMAL POOL 884.0
100 YEAR ELEV. 887.03
TOP OF BANK 889.00
SEE CROSS SECTION DETAIL 94 -2 ON C805
SECTION 12002 —B STORM SEWER PIPE
G602 G605
ILsIE G1B
Existing Grade
New Grade
Granular Backfill
HOLEY MOLEY SAYS
"DON'T
DIG
BLINDn
"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.
IN
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.
"E
C_5
Z z Z Z
11331ENCIHIIMEARK.
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
51'
0.35%
12 "RCP
w
SCALE: 1"=50'
SSD
SECTION 12002 —B STORM SEWER PIPE
G602 G606
HORZ.: 1 =50'
SCALE
VERT.: 1"=5'
—5
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905
900
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890
885
880
875
870
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860
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0000075
D0 STATE OF
IIii1 IIU1�1
E t.lbsas,
DATE: 3/1/04
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. (2004)
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
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