HomeMy WebLinkAboutConstruction Plans C601 Storm Sewer Plan & Profile1
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e
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
Sheet
Number
1
C801
14
Bedding Detail Reinforced Concrete Pipe (RCP)
C801
16,18
Curb Inlet Detail
C801
DATE:
11/26/03
0
Sheet
Number
Description
C801
14
Bedding Detail Reinforced Concrete Pipe (RCP)
C801
16,18
Curb Inlet Detail
C801
17
Beehive Inlet Detail
.:13:,--
0801
15,19
Storm Manhole Detail
C801
12
Precast Concrete End Section
C801
20
RipRap Detail End Section
1f®' 11 "1l✓
DATE:
11/26/03
PROJECT NO.:
1238.9005
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STORM SEWER
PLAN PROFILE
DRAWING FILES:
N:\1238\9005\DWGS\C601.DWG
XREF: 9005 BS.DWG
XREF: 9006 -B- SBS.DWG
XFEF: NOR- BS.DWG
XREF: STORM.DWG
SHEET NO.:
C60
915
910
905
900
895
890
885
880
875
Village of WestClay
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172'
0 52
10' STUB OF 30" RCP 0.10%
CAP SEAL
12" RCP
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00 00
0
RIP RAP
REQUIRED
BLOCK "A"
NORMAL POOL =892.3
100 YEAR ELEV. =895.3
BOTTOM ELEV. =884.3
TOP OF BANK =897.3
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1 F e r A
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0.50%
21" RCP
0
8" PVC
INV 882.2±
2
0.50%
21" RCP
W C.)
F z z
226'
STOR
0.50%
STOR
V
V
21" RCP
SEW
DEBRIS GUARD
REQUIRED
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NORMAL POOL =892.3
100 YEAR ELEV. =895.3
BOTTOM ELEV. =884.3
TOP OF BANK =897.3
RIP RAP
REQUIRE
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171'
SEWER PROFILE
0.18%
18" RCP
8" PVC
INV- 891.0±
132
m
U
uo
29'
0.18%
8" RCP
af
148'
0.18%
TB M #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
18" RCP
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54'
0.28%
15" RCP
w
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C/)CJ)Z
NNLC)
Existing Grade
New Grade
Granular Backfill
55'
1.00%
12" RCP
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0%
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(r)
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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. ALL BACKFILL WITHIN RIGHT OF WAY BUST BE MECHANICALLY
COMPACTED IN LIFTS.
SCALE: 1"=50'
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v)
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.
29'
0.30%
2" RCP
HORZ.: 1"=50'
SCALE
VERT.: 1"=5'
915
910
905
900
895
890
885
880
875
\0lo i^tI I1I Ni,�
P�OGI T.
C3
S V TE
0
No.
0000075
STATE OF
ONAL
E tts.-441
DATE: 2/18/04
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. (2003)
64/*
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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