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6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD746
RIM=852.20 756
RIM=851.30
757
RIM=851.30
10' OF 12" RCP
@1.52%
10' 1.52% 12" RCP
128' 1.
9
9
%
1
2
"
H
D
P
E
STRUCTURE
746, 756-757
STRUCTURE
788,776
STRUCTURE
734-736STR. #734 MANHOLE, 5' DIA.; R-1772TC: 854.50INV. IN 844.10 (30" RCP (SW))INV. IN 848.00 (12" RCP (N))INV. OUT 844.00 (30" HDPE (E)) 9' 1.71% 12" RCPSTR. #735 MH 4' DIA.;R-1772TC: 854.60INV. IN 848.25 (12" RCP (NE))INV. OUT 848.15 (12" RCP (S)) 64' 1.95
%
1
2
"
R
C
P STR. #736 INLET AM; R-3405TC: 854.00INV. OUT 849.50 (12" RCP (SW))STR. #757 INLET M; R-3010TC: 851.30INV. OUT 847.30 (12" RCP (W))10 - YEA
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10 - YEA
R
H
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LSTR. #756 MH 4' DIA.; R-3010TC: 851.30INV. IN 846.80 (24" RCP (S))INV. IN 848.30 (12" RCP (W))INV. IN 847.15 (12" RCP (E))INV. OUT 846.70 (24" RCP (N))STR. #746 INLET M; R-3010TC: 852.20INV. OUT 848.50 (12" RCP (E))FG
EG FG
EG
FG
EG
10 - YEAR HGL STR. #776 MH 4' DIA.; R-3010TC: 852.55INV. IN 848.55 (12" HDPE (SE))INV. IN 846.62 (15" RCP (SW))INV. OUT 846.52 (18" RCP (NE))STR. #788 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 855.10INV. OUT 851.10 (12" HDPE (NW))DO NOTENTERS
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6''SSDR
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788
RIM=855.10
779
RIM=854.10
776
RIM=852.55
786
RIM=852.50
778
RIM=852.40
777
RIM=851.90
787
RIM=851.50
775
RIM=851.00
782
RIM=851.00
6
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1
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OF 24"
RCP@0.45%
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R
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6
5%161' OF 12"
R
CP
@0.69
%
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6'
'SSDFUTURE LIBRARY DRIVEPROPOSED BMP & ACCESS EASEMENT
742
RIM=854.60
783
RIM=851.50
780
RIM=851.00
773
RIM=851.00
736
RIM=854.00
735
RIM=854.60
21' O
F
3
0
"
H
D
P
E
@0.47
%105' OF 30" HDPE@0.38%106' OF 24" RCP
9
7
'
O
F
1
2
"
R
C
P@1.
4
4
%
64' O
F
1
2
"
R
C
P
@1.95
%
734
RIM=854.50
9' OF 12" RCP
@1.71%
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.
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANAFORCARMEL CLAY SCHOOLSNEW ELEMENTARY SCHOOLSDrawing Title:
11-19-19 SO MK
19012L
STORM SEWER PLAN
SCALE:HORZ.: 1"=30'
VERT.: 1"=3'
GENERAL NOTES
LEGEND
Existing Grade New Grade Granular Backfill
SCALE: 1" = 30'
C510
PLAN & PROFILE
(STORM)