HomeMy WebLinkAboutC509 - PLAN AND PROFILE (STORM)WC.O.710
RIM=864.00
709
RIM=864.00
705
RIM=864.00
706
RIM=864.00 309' OF 18"
R
CP
@0.58
%
3
0
9
'
O
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1
5
"
R
C
P
704A
RIM=858.04
60' 1.24% 12" RCP
18' 1.37% 12" RCP STR. #709 MANHOLE, 4' DIA; R-2535TC: 864.00INV. IN 855.35 (18" RCP (SW))INV. OUT 855.35 (18" RCP (N))STR. #710 MANHOLE, 4' DIA; R-2535TC: 864.00INV. IN 854.90 (18" RCP (S))INV. IN 854.90 (15" RCP (NW))INV. OUT 854.90 (24" RCP (NE))STR. #711 MANHOLE, 4' DIA; R-2535TC: 864.00INV. IN 858.75 (12" RCP (W))INV. OUT 858.50 (15" RCP (SE))STR. #712 INLET AM; R-3402-ETC: 864.00INV. IN 859.50 (12" RCP (N))INV. OUT 859.50 (12" RCP (E))STR. #713 INLET AM; R-3402-ETC: 864.00INV. OUT 859.75 (12" RCP (S))STR. #705 MANHOLE, 4' DIA; R-2535TC: 864.00INV. IN 857.15 (15" RCP (W))INV. OUT 857.15 (18" RCP (NE))WWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGW W W WG 6"
C.O.
C.O.
C.O.
CONCRETE COLLAR
REQUIRED BETWEEN
BOT. OF STORM AND TOP
OF WATER AND GAS LINES.722
RIM=865.25
721
RIM=865.25
712
RIM=864.00 711
RIM=864.00
710
RIM=864.00
720
RIM=865.10
713
RIM=864.00
18' OF 12" RCP
@1.37%
60' OF 12" RCP
@1.24%
145' OF 30" RCP
@0.61%
174' OF 36" RCP
@0.52%
9
1
'
O
F
1
2
"
RCP@1
.
2
1%88' OF 30" RCP@0.60%NO PARKINGNO PA
R
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KI
N
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134' OF 12" PVC
@0.25%
22
2
'
O
F
1
2
"
P
V
C
@
0
.
2
5
%216' OF 24"
R
C
P
3
0
9
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1
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"
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C
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.
1
7%
18095
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANANEWFORCARMEL CLAY SCHOOLSCARMEL ELEMENTARY SCHOOLSDrawing Title:
06-21-19 SO MK
STORM SEWER PLAN
STORM SEWER PROFILE
ALIGNMENT 713-709, 705
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 0.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.
GENERAL NOTES
SCALE: 1" = 30'
SCALE:HORZ.: 1"=30'
VERT.: 1"=5'
LEGEND
Existing Grade New Grade Granular Backfill
C509
PLAN & PROFILE
(STORM)
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT.