HomeMy WebLinkAboutC504 - PLAN & PROFILE (STORM)OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUBUSONLYC.O.
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RDRD
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C.O.
C.O.
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730
RIM=855.10
722
RIM=854.80
725
RIM=854.75
RIM=854.70
759
RIM=854.50
729
RIM=854.30
719
RIM=854.20
721
RIM=854.10
728
RIM=854.00
727
RIM=854.00
720
RIM=852.90
718
RIM=852.90
@0.85%73' OF 12"
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@0.55
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%106' OF 18"
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@0.42
%105' OF 24"
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%116' OF 24" RCP@0.43%7
4
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2
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%STR. #730 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 855.10INV. OUT 851.10 (12" HDPE (SE))STR. #722 MANHOLE, 4' DIA.; R-1772TC: 854.80INV. OUT 849.90 (12" RCP (NE))STR. #721 MANHOLE, 4' DIA.; R-1772TC: 854.10INV. IN 850.50 (12" HDPE (NW))INV. IN 849.50 (12" RCP (SW))INV. OUT 849.40 (12" RCP (SE))STR. #720 MH 4' DIA; R-3405TC: 852.90INV. IN 849.00 (12" RCP (NW))INV. OUT 848.90 (18" RCP (NE)) 74' 0.81% 12" HD
P
E
73' 0.55% 12" RCP
75' 0.53% 12" RCP
106' 0.42% 18" RCP STR. #729 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 854.30INV. OUT 850.30 (12" HDPE (SE)) 53' 1.13% 1
2
"
H
D
P
E STR. #727 MH 4' DIA; R-3405TC: 854.00INV. IN 849.70 (12" HDPE (NW))INV. IN 849.70 (12" HDPE (NE))INV. OUT 849.60 (12" RCP (SE))STR. #728 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 854.00INV. OUT 850.00 (12" HDPE (SW)) 54' 0.56% 12" HDPE STR. #727 MH 4' DIA; R-3405TC: 854.00INV. IN 849.70 (12" HDPE (NW))INV. IN 849.70 (12" HDPE (NE))INV. OUT 849.60 (12" RCP (SE)) 98' 0.61% 12" RCP
STRUCTURE 730,721 STRUCTURE 722-719 STRUCTURE 729,727 STRUCTURE 728-727,719STR. #721 MANHOLE, 4' DIA.; R-1772TC: 854.10INV. IN 850.50 (12" HDPE (NW))INV. IN 849.50 (12" RCP (SW))INV. OUT 849.40 (12" RCP (SE))STR. #719 MANHOLE, 4' DIA.; R-1772TC: 854.20INV. IN 848.45 (18" RCP (SW))INV. IN 849.00 (12" RCP (NW))INV. OUT 848.35 (24" RCP (NE))STR. #719 MANHOLE, 4' DIA.; R-1772TC: 854.20INV. IN 848.45 (18" RCP (SW))INV. IN 849.00 (12" RCP (NW))INV. OUT 848.35 (24" RCP (NE))10 - YEAR HGL
10 - YEAR HGL 10 - YEAR HGL
10 - YEAR HGL
FG
EG
FG
EG
FG
EG
FG
EG
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'
PLAN & PROFILE
(STORM)
C504