HomeMy WebLinkAbout18 C602 Storm Sewer Plan and Profilet
DURA BUILDERS, INC.
CARMEL, INDIANA
Sheet
Detail
Number
Description
C803
1
Bedding Detail Reinforced Concrete Pipe (RCP)
C803
2,3
Roll Curb Inlet Detail
C803
H
it
Beehive Inlet Detail
I
C805
D -20
Storm Manhole Detail 12 -24" Pipe
C805
D -21
DATE:
PROJECT NO.:
1299.004
Sheet
Detail
Number
Description
C803
1
Bedding Detail Reinforced Concrete Pipe (RCP)
C803
2,3
Roll Curb Inlet Detail
C803
4
Beehive Inlet Detail
I
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
[-CY lI
DATE:
PROJECT NO.:
1299.004
DRAWN BY:
kwk
CHECKED BY:
SHEET TITLE:
STORM SEWER
PLAN PROFILE
DRAWING FILES:
N: \1299 \004 \DWGS \SEC 1B \C601- 603.DWG
XREF: 004-1A-BS.DWG
XREF: 004 -1 B- BS.DWG
XREF: 005 -2- BS.DWG
XREF: STORM.DWG
XREF: 1299002S.DWG
SHEET NO.:
C602
-000
1
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FOR CONTINUATION
SEE SHEET C601
1
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92
II
11
11
11
11
11
11
11
11
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II II II I I
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II II II I I
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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
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.
1 TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON TH15 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.
STOR
V SEWER PLA\
SCALE: 1"=50'
920
910
905
900
895
890
885
880
0.55%
15 "RCP
h
CO c:D
CD
z
L. LI
L.U.1
w
CID
CO
F—
U")
140'
0.40%
15 "RCP
z
LC)
r)
C
Q
z
Lil
w
U
z
I--
F-
w
Z
CC)
C)
F--
C1)
0
0
R: LaJ
Lc) cO
0
N
0)
00
F—
Z
0
U
0_
CO
30'
0.30%
18 "RCP
0
LC)
CC
z
w
w
z
C_7
z
H-
UD
Q
U
F-
w
J
Z
CO
U
CO
F—
223'
0.50%
18 "RCP
z
0
F-
U
w
O
W
L.C)
F-
NORMAL POOL
ELEV.- 898.00
w
w
z
z
F-
Cn
U
F—
L.L1
CO
fY
Z
U
N
F—
Cr)
F—
Cn
w
Cn z
N N
N)01
r r3 CO
0) a) z
U
z z
28' 168'
0.50%
12 "RCP
1.02%
12 RCP
z
0
F=
U
L. LI
Co
CD
z
w
0
F—
Co
Co
CN
O
0
c
a)
00
NORMAL POOL
ELEV. 898.00
920
915
910
905
NORMAL POOL 900
ELEV.- 898.00
895
890
885
880
STORK
SEWER PROFILE
II..IECTIE
J
Existing Grade
New Grade
Granular Backfill
HORZ.: 1 =50'
SCALE:
VERT.: 1"=5'
P G \STE
No. EE
9500028
0
STATE OF
F DI A_
s /ONAL
//""IuIIIuiinrrn► o\
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)
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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