HomeMy WebLinkAboutC508 - PLAN & PROFILE (STORM)OHUOHUOHUOHUOHUOHUOHUW WWFHVFDC 6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD
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D
RD
RD
RD
RD
R
D
R
D
R
D
758
RIM=855.00
759
RIM=854.50
779
RIM=854.10
748
RIM=854.50
776
RIM=852.55
778
RIM=852.40
747
RIM=853.10
760
RIM=852.25
746
RIM=852.20
777
RIM=851.90
761
RIM=851.80
756
RIM=851.30
RIM=851.50
757
RIM=851.30
61' OF 18" RCP@0.31%109' OF 18" RCP
@0.30%180' OF 24" RCP@0.42%68' O
F
1
2
"
R
C
P
@0.5
5
%
24' OF 15" RCP
@0.85%
85' OF 18" RCP
@0.41%
10' OF 12" RCP
@1.52%
6
3
'
O
F
1
2
"
HDPE@2
.
7
0%60' OF 12" RCP@0.84%36' OF 15"
R
CP
@0.63
%79' OF 18" RCP@0.47%
1
2
8
'
O
F
1
2
"
H
D
P
E@1
.
9
9%
199'
O
F
8"
H
D
P
E
@1.9
7
%
156' OF 8" HDPE
@0.50%
STRUCTURE 759-758, 747 STRUCTURE 756,747-748, 760
85' 0.41% 18" RCPSTR. #758 MANHOLE, 4' DIA.; R-1772TC: 855.00INV. IN 848.10 (15" RCP (SW))INV. OUT 848.00 (18" RCP (NW)) 24' 0.85% 15" R
C
PSTR. #759 INLET AM; R-3405TC: 854.50INV. OUT 848.30 (15" RCP (NE))10 - YEAR HGL STR. #747 MH 4' DIA.; R-3010TC: 853.10INV. IN 847.65 (18" RCP (S))INV. IN 847.65 (18" RCP (SE))INV. OUT 847.55 (24" RCP (N))10 - YEAR HGLSTR. #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. #747 MH 4' DIA.; R-3010TC: 853.10INV. IN 847.65 (18" RCP (S))INV. IN 847.65 (18" RCP (SE))INV. OUT 847.55 (24" RCP (N))STR. #748 MANHOLE, 4' DIA.; R-1772TC: 854.50INV. IN 848.08 (18" RCP (S))INV. IN 848.03 (12" RCP (W))INV. OUT 847.98 (18" RCP (N))STR. #760 INLET M; R-3010TC: 852.25INV. OUT 848.40 (12" RCP (E))FG
EG
FG
EGFG
EG
180' 0.42% 24" RCP
109' 0.30% 18" RCP
68' 0.55% 12" RCP
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'
C508
PLAN & PROFILE
(STORM)