HomeMy WebLinkAboutC513 - PLAN & PROFILE (SANITARY) (V2)STR. #D Manhole, 4' Dia.; R-1772TC: 854.28STR. #C Manhole, 4' Dia.; R-1772TC: 853.13STR. #A Drop Manhole, 4' Dia.; R-1772TC: 854.50STRUCTURE 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: 852.85INV. OUT 847.00 (8" HDPE (SW))FG
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TP C.O.TYPE II C.O.TYPE II C.O.TYPE II6''SSD6''SSD6''SSD6'
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6''SSD6''SSD 6''SSD
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RD
RD
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R
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6''SSD
6''SSD6''SSD6''SSD6''SSD758
RIM=855.00
752
RIM=854.70
759
RIM=854.50
762
RIM=854.80
751
RIM=853.20
748
RIM=854.20
753
RIM=853.10
750
RIM=852.70
749
RIM=852.50
747
RIM=851.75
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
@0.30%
61' O
F
1
8
"
R
C
P
@0.2
5
%
189' OF 24" RCP
@0.25%
95' OF 24" RCP
@0.25%
6
5
'
O
F
1
2
"
R
C
P@0
.
2
8%68' OF 12" RCP@0.55%24' OF 15" RCP
@0.85%
67' OF 18" RCP
@1.05%
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%PI0+79.531. 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
18094
Rev. #Revision
Description
Issue
Date
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
The storm sewer system shall be constructed per design specified
and as approved by the City of Carmel on the final approved
construction plans. Deviations from the approved design shall only
be permitted due to special circumstances or difficulty during
construction and will require prior field approval from a designated
representative of the City of Carmel in addition to supplemental
approval by the design engineer. An explanation of any such
deviation shall be included as a requirement on as-built/record
drawings submitted for release of performance guarantees.
Approved design slopes identified as generating velocities of 2.5
fps or less or 10 fps or greater (at full flow capacity) shall require
as-built certification at the time of construction, prior to backfilling
the pipe. The contractor is instructed to as-built each section of
storm pipe as it is being installed to ensure compliance with the
design plans and as approved by the City of Carmel.
AS-BUILT NOTES
1 TAC COMMENTS 1/3/2020
1
GRANULAR BACKFILL NOTES
·For RCP storm pipe granular backfill, refer to detail 3, sheet C601.
·For HDPE storm pipe granular backfill, refer to detail 4, sheet
C601.
·For PVC sanitary sewer, see Carmel Utilities Trench Detail &
Trench Schedule on sheet C606.