HomeMy WebLinkAbout19 C603 Storm Sewer Plan and ProfileDATE:
PROJECT NO.:
1299.004
Sheet
D etail
Numbe
Descri tion
C803
1
Bedding Detail Reinforced Concrete Pipe (RCP)
C803
2,3
Roll Curb Inlet Detail
C803
4
Beehive Inlet Detail
C805
D -20
Storm Manhole Detail 12 -24" Pipe
C805
D -21
Storm Manhole Detail 24 -66" Pipe
C803
9
Precast Concrete End Section
804
RipRap Detail End Section
JN®` TIL
DATE:
PROJECT NO.:
1299.004
DRAWN BY:
kwk
CHECKED BY:
SHEET TITLE:
STORM SEWER
PLAN PROFIIIE
DRAWING FILES:
N: \1299 \004 \DWGS \SEC 1 B \C601- 603.DWG
XREF: 004 -1 A- BS.DWG
XREF: 004 -1 B- BS.DWG
XREF: 005 -2- BS.DWG
XREF: STORM.DWG
XREF: 1299002S.DWG
SHEET NO.:
C603
120
FUTURE
THE LAKES AT
1111 Th4
fl1 A('C
E n' S ECTION 2
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HOLEY MOLEY SAYS
"DON'T
DIG
BLINDn
MEP
"IT'S THE LAWS
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.
773
FUTURE t t
THE LAKES AT HAMILTON PLACE
SECTION 2
EXISTING
THE LAKES AT
HAMILTON PLACE
SEC110N 2
C d r J O T I
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.
IENENICHEIMAIRIK
AT EAGLE VILLAGE, ABOUT 0.25 MILES NORTHWEST OF THE
INTERSECTION WITH STATE HIGHWAY 334, ALONG STATE
HIGHWAY 29, SET IN THE TOP OF THE CENTER OF THE
NORTHEAST HEADWALL OF A 3' BOX CULVERT, 26' NORTHEAST
OF THE CENTER OF THE HIGHWAY, AND ABOUT 4' BELOW
THE LEVEL OF THE HIGHWAY. A STANDARD DISK STAMPED
"R 78 1946
ELEV. (adjusted to NAVD 88) 269.688meters or 884.80feet
STORK
SEWER PLA
SCALE: 1"=50'
920
915
910
905
900
895
885
880
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135' 0.40%
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191'
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NORMAL POOL
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95' 0.12% 36 "RCP
CO
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NORMAL POOL
ELEV.- 899.00
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915
910
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900
895
890
885
880
STOR
V
SEWER PROFILE
ILISC-la"NED
Existing Grade
New Grade
Granular Backfill
HORZ.: 1 =50'
SCALE
VERT.: 1"=5'
\0
0 cG\STE/
No.
-v 9500028
STATE OF w
O w
/NDIANP
e,51 CD
unnm II1' 0
i 11 K
DATE: 06/09/04
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)
t*,
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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