HomeMy WebLinkAboutC506 - PLAN & PROFILE (STORM)OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUE
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731
RIM=855.90
788
RIM=855.10
723
RIM=853.50
724
RIM=853.00
RIM=852.55
786
RIM=852.50
715
RIM=851.50
714
RIM=851.50
781
RIM=851.50
775
RIM=851.00
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RIM=851.00
79' OF 18"
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@0.47
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RCP@0.45%
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STRUCTURE 724-723,714 STRUCTURE 715-714,731STR. #724 INLET AM; R-3405TC: 853.00INV. OUT 849.50 (12" RCP (SE)) 52' 1.15% 1
2
"
R
C
P STR. #723 MH 4' DIA; R-3405TC: 853.50INV. IN 848.90 (12" RCP (NW))INV. OUT 848.50 (12" RCP (NE)) 66' 1.62
%
1
2
"
R
C
P STR. #714 MH 4' DIA; R-3405TC: 851.50INV. IN 845.84 (24" RCP (S))INV. IN 847.43 (12" RCP (SW))INV. OUT 845.74 (24" RCP (N))STR. #715 MH 4' DIA; R-3405TC: 851.50INV. IN 846.22 (24" RCP (S))INV. OUT 846.12 (24" RCP (N)) 60' 0.47% 24" RCP STR. #714 MH 4' DIA; R-3405TC: 851.50INV. IN 845.84 (24" RCP (S))INV. IN 847.43 (12" RCP (SW))INV. OUT 845.74 (24" RCP (N)) 205' 0.51% 24" RCP STR. #731 MH 4' DIA.;R-1772TC: 855.90INV. IN 844.70 (24" RCP (S))INV. IN 846.50 (15" RCP (W))INV. OUT 844.60 (30" HDPE (N))10 - YEAR HGL
10 - YEAR HGL
FG
EG
FG
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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 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'
C506
PLAN & PROFILE
(STORM)