HomeMy WebLinkAboutC509 - PLAN & PROFILE (STORM)W
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RIM=853.10
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RIM=852.55
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RIM=852.50
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RIM=852.00
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RIM=852.20 756
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782
RIM=851.00
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RIM=851.00
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@1.52%36' OF 15"
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@0.41%
79' OF 12" RCP
@0.58%78' OF 24" RCP@0.38%106' OF 24" RCP
@0.47%161' OF 12"
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STRUCTURE 756,745,743 STRUCTURE 743, 734,742
165' 0.30% 30" RCP STR. #742 AQUASWIRL AS-6TC: 854.60INV. IN 843.90 (30" HDPE (W))INV. OUT 843.90 (30" HDPE (NE)) 21' 0.47% 30" HDPESTR. #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)) 32' 0.31% 30" HDPESTR. #743 MH 4' DIA.; R-3010TC: 851.50INV. IN 844.70 (24" RCP (W))INV. OUT 844.60 (30" RCP (NE))STR. #744 INLET M; R-3010TC: 852.00INV. OUT 848.30 (12" RCP (E)) 28' 0.53% 12" RCPSTR. #745 MANHOLE, 4' DIA.; R-1772TC: 853.10INV. IN 845.50 (24" RCP (S))INV. IN 848.15 (12" RCP (W))INV. OUT 845.40 (24" RCP (E))STRUCTURE 744-745
10 - YEAR HGL
10 - YEAR HGLSTR. #745 MANHOLE, 4' DIA.; R-1772TC: 853.10INV. IN 845.50 (24" RCP (S))INV. IN 848.15 (12" RCP (W))INV. OUT 845.40 (24" RCP (E))STR. #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. #743 MH 4' DIA.; R-3010TC: 851.50INV. IN 844.70 (24" RCP (W))INV. OUT 844.60 (30" RCP (NE)) 259' 0.46% 24" RCP
106' 0.66% 24" RCP
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6''SSD6''SSD6''SSDFUTURE LIBRARY DRIVE742
RIM=854.60
743
RIM=851.50
783
RIM=851.50
736
RIM=854.00
735
RIM=854.60
165' OF 30"
RCP
@0.30
%
21' O
F
3
0
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H
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P
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@0.47
%105' OF 30" HDPE9
7
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F
1
2
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R
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4
4
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64' O
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R
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@1.95
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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'
C509
PLAN & PROFILE
(STORM)