HomeMy WebLinkAboutC513 - PLAN & PROFILE (SANITARY)STR. #D Manhole, 4' Dia.; R-1772TC: 854.55STR. #C Manhole, 4' Dia.; R-1772TC: 853.22STR. #A Drop Manhole, 4' Dia.; R-1772TC: 853.13STRUCTURE B,A,C,D
199' 1.
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7
%
8
"
H
D
P
E
68' 0.50% 8" HDPE
156' 0.50% 8" HDPESTR. #B MANHOLE, 4' DIA.; R-1772TC: 853.93INV. OUT 847.00 (8" HDPE (SW))FG
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RD
RD
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758
RIM=855.00
752
RIM=854.70
759
RIM=854.50
762
RIM=854.80
751
RIM=853.20
748
RIM=854.50
753
RIM=853.10
750
RIM=852.70
749
RIM=852.50
747
RIM=853.10
760
RIM=852.25746
RIM=852.20
RIM=851.90
761
RIM=851.80
756
RIM=851.30
787
RIM=851.50
757
RIM=851.30
782
RIM=851.00
64' OF
1
2
"
R
C
P
@0.31%112' OF 12" RCP@0.31
%
30' OF 12" RCP
@0.33%
23' OF 15" RCP
@0.34%
61' O
F
1
8
"
R
C
P
@0.3
1
%
109' OF 18" RCP
@0.30%
180' OF 24
"
R
C
P
@0.42%6
5
'
O
F
1
2
"
R
C
P@0
.
4
5%68' OF 12" RCP@0.55%24' OF 15" RCP
@0.85%
85' OF 18" RCP
@0.41%
10' OF 12" RCP
@1.52%80' OF 12"
R
CP
@0.50
%
1
6
1
'
O
F
1
2
"
R
C
P@0
.
6
9%
29' OF 12" RCP
@0.45%199' OF
8
"
HDPE@1.97%261' OF 8" HDPE@0.50%68' OF 8" HDPE
@0.50%
156' OF 8" HDPE
@0.50%
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.
C513
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
SANITARY SEWER PLAN
GENERAL NOTES
SCALE: 1" = 30'
PLAN & PROFILE
(SANITARY)
SCALE:HORZ.: 1"=30'
VERT.: 1"=3'
LEGEND
Existing Grade New Grade Granular Backfill