HomeMy WebLinkAboutC505 - PLAN & PROFILE (STORM)OHUOHUOHUOHUOHUOHUOHUOHUOHUC.O.
C.O.
6''SSD 6''SSD
6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD
6''SSD6''SSDRDRD
R
D RD
R
D
R
D
R
D
C.O.
726
RIM=855.10
725
RIM=854.75
719
RIM=854.20
728
RIM=854.00
RIM=854.00
717
RIM=853.00
716
RIM=853.00
718
RIM=852.90
105' OF 24"
RCP
@0.43
%116' OF 24" RCP@0.43%52' OF 24" RCP@0.48%54' OF 12" HDPE@0.56
%
9
8
'
O
F
1
2
"
R
C
P@0
.
6
1%
6
7
'
O
F
1
2
"
H
D
P
E@1.
7
9%
52' OF 12" RCP
@0.97%427' OF 8"
H
DPE
@0.50
%
STRUCTURE 726-725,717 STRUCTURE 719-715STR. #726 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 855.10INV. OUT 851.10 (12" HDPE (SE)) 67' 1.7
9
%
1
2
"
H
D
P
E STR. #725 MH 4' DIA; R-3405TC: 854.75INV. IN 849.90 (12" HDPE (NW))INV. OUT 849.80 (12" RCP (E)) 52' 0.97% 12"
R
C
P STR. #717 MH 4' DIA; R-3405TC: 853.00INV. IN 847.30 (24" RCP (S))INV. IN 849.30 (12" RCP (W))INV. OUT 847.20 (24" RCP (N))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)) 105' 0.43% 24" RCP STR. #718 MH 4' DIA; R-3405TC: 852.90INV. IN 847.90 (24" RCP (SW))INV. OUT 847.80 (24" RCP (N)) 116' 0.43% 24" RCP STR. #717 MH 4' DIA; R-3405TC: 853.00INV. IN 847.30 (24" RCP (S))INV. IN 849.30 (12" RCP (W))INV. OUT 847.20 (24" RCP (N)) 52' 0.48% 24" RCP STR. #716 MH 4' DIA; R-3405TC: 853.00INV. IN 846.95 (24" RCP (S))INV. OUT 846.85 (24" RCP (N)) 142' 0.44% 24" RCP STR. #715 MH 4' DIA; R-3405TC: 851.50INV. IN 846.22 (24" RCP (S))INV. OUT 846.12 (24" RCP (N))10 - YEAR HGL 10 - YEAR HGL
FG
EG
FG
EG
FG
EGOHUOHUOHUOHUOHUOHUOHUOHUOHUC.O.
R
D
R
DRDRD
RDRD
R
D
R
D
R
D
R
D 726
RIM=855.10
725
RIM=854.75
717
RIM=853.00
716
RIM=853.00
715
RIM=851.50
116' OF 24" RCP@0.43%52' OF 24" RCP@0.48%142' OF 24" RCP@0.44%60' OF 24" RCP6
7
'
O
F
1
2
"
H
D
P
E@1.
7
9%
52' OF 12" RCP
@0.97%
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'
C505
PLAN & PROFILE
(STORM)