HomeMy WebLinkAboutC511 - PLAN & PROFILE (STORM)STR. #779 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 854.10INV. OUT 850.10 (12" HDPE (NW)) 63'
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7
0
%
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E STR. #778 MH 4' DIA.; R-3010TC: 852.40INV. IN 848.40 (12" HDPE (SE))INV. OUT 848.30 (12" RCP (N)) 60' 0.84% 12" R
C
P STR. #777 MH 4' DIA.; R-3010TC: 851.90INV. IN 847.80 (12" RCP (S))INV. OUT 846.85 (15" RCP (NE)) 36' 0.63% 15" RCPSTR. #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)) 79' 0.47% 18" RCP STR. #775 MH 4' DIA.; R-3010TC: 851.00INV. IN 846.15 (18" RCP (SW))INV. IN 846.05 (12" RCP (SE))INV. OUT 846.05 (24" RCP (N)) 144' 0.45% 24" RCP
97' 1.44%
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R
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P STR. #780 MH 4' DIA; R-3405TC: 851.00INV. IN 845.00 (24" RCP (SW))INV. IN 845.60 (12" RCP (NW))INV. OUT 844.90 (24" RCP (E))STRUCTURE 779-775, 781-780 STRUCTURE 783,780
105' 0.38% 30" HDPE
22' 0.45% 30" HDPE
STRUCTURE
773-772STR. #781 MH 4' DIA.; R-3010TC: 851.50INV. IN 845.40 (24" RCP (S))INV. IN 846.24 (12" RCP (W))INV. IN 845.40 (12" RCP (SW))INV. OUT 845.30 (24" RCP (NE)) 78' 0.38% 24" RCP STR. #780 MH 4' DIA; R-3405TC: 851.00INV. IN 845.00 (24" RCP (SW))INV. IN 845.60 (12" RCP (NW))INV. OUT 844.90 (24" RCP (E))STR. #773 MH 4' DIA; R-3405TC: 851.00INV. IN 844.40 (24" RCP (W))INV. OUT 844.30 (30" HDPE (N))STR. #772 AQUASWIRL AS-6TC: 855.00INV. IN 843.90 (30" HDPE (S))INV. OUT 843.90 (30" HDPE (N))STR. #780 MH 4' DIA; R-3405TC: 851.00INV. IN 845.00 (24" RCP (SW))INV. IN 845.60 (12" RCP (NW))INV. OUT 844.90 (24" RCP (E))STR. #783 INLET M; R-3010TC: 851.50INV. OUT 847.00 (12" RCP (SE))FG
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10 - YEAR HGL 10 - YEAR HGL
10 - YEAR HGL
10 - YEAR HGL
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788
RIM=855.10
779
RIM=854.10
724
RIM=853.00
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
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6''SSD 6''SSD
6'
'SSD6''SSD6''SSD6''SSDFUTURE LIBRARY772
RIM=855.00
781
RIM=851.50
783
RIM=851.50
784
RIM=851.00
780
RIM=851.00
773
RIM=851.00165' OF 30"
RCP
@0.30
%144'
OF
24"
RCP@0.45%105' OF 30" HDPE@0.38%22' OF 30" HDPE@0.45%79' OF 12" RCP
@0.58%78' OF 24" RCP@0.38%106' OF 24" RCP
@0.47%161' OF 12"
R
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%
9
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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'
C511
PLAN & PROFILE
(STORM)