HomeMy WebLinkAboutC510 - PLAN & PROFILE (STORM)OHU OHU OHUOHU OHU OHU OHU OHUW WW W W WWTP6''SSD 6''SSD6''SSD6''SSD 6''SSD6''SSD6''SSD 6''SSD6''SSD
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747
RIM=851.75
746
RIM=852.20
756
RIM=851.30
757
RIM=851.30
95' OF 24"@0.25%10' OF 12" RCP
@1.52%
10' 1.52% 12" RCP
128' 1.99% 12" HDPE
STRUCTURE 746, 756-757
STRUCTURE
788,776
STRUCTURE
734-736STR. #734 MANHOLE, 6' DIA.; R-1772TC: 854.20INV. IN 844.29 (30" RCP (SW))INV. IN 848.00 (12" RCP (N))INV. OUT 844.19 (30" HDPE (E)) 9' 1.71% 12" RCPSTR. #735 MH 4' DIA.;R-1772TC: 854.40INV. IN 848.75 (12" RCP (NE))INV. OUT 848.15 (12" RCP (S)) 64' 1.95% 12" RCP STR. #736 INLET AM; R-3405TC: 854.00INV. OUT 850.00 (12" RCP (SW))STR. #757 INLET M; R-3010TC: 851.30INV. OUT 847.30 (12" RCP (W))10 - YEAR HGL
10 - YEAR HGLSTR. #756 MH 4' DIA.; R-3010TC: 851.30INV. IN 846.52 (24" RCP (S))INV. IN 847.50 (12" RCP (W))INV. IN 847.15 (12" RCP (E))INV. OUT 846.42 (24" RCP (N))STR. #746 INLET M; R-3010TC: 852.20INV. OUT 848.40 (12" RCP (E))FG
EG FG
EG
FG
EG
10 - YEAR HGL STR. #776 MH 4' DIA.; R-3010TC: 852.55INV. IN 848.55 (12" HDPE (SE))INV. IN 846.62 (15" RCP (SW))INV. OUT 846.52 (18" RCP (NE))STR. #788 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 855.10INV. OUT 851.10 (12" HDPE (NW)) 47' 1.92% 12" RCP(PRIVATE)
(PRIVATE)
(PRIVATE) (PRIVATE)
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RIM=855.10
779
RIM=854.10
776
RIM=852.55
786
RIM=852.50
778
RIM=852.40
777
RIM=851.90
787
RIM=851.50
775
RIM=851.00
782
RIM=851.00
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@0.63
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WALK TO BE CONSTRUCTED BY OTHERS6''S SD 6''S SD
6'
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RIM=854.50
783
RIM=851.50
780 773
RIM=85
736
RIM=854.00
735
RIM=854.40
101' OF 30" HDPE@0.106' OF 24" RCP
9
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2
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5
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64' OF 12" RCP
@1.95
%
734
RIM=854.20
9' OF 12" RCP
@1.71%
732
RIM=854.60
733
RIM=854.20
11' OF 15" RCP
@0.28%
15' OF 30" RCP
@0.40%
32' OF 3 0" HDPE
@0.3 1%
771
RIM=854.10
11' OF 15" RCP
@0.28%PI3+18.41EP
4+24.10
8' OF 30" HDPE
@0.37%
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
18094
Rev. #Revision
Description
Issue
Date
CONFORMEDSETSTORM SEWER PLAN
SCALE: HORZ.: 1"=30'
VERT.: 1"=3'
GENERAL NOTES
LEGEND
Existing Grade New Grade Granular Backfill
SCALE: 1" = 30'
C510
PLAN & PROFILE
(STORM)
1 TAC COMMENTS 12/20/2019
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
2 TAC COMMENTS 1/3/2020
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.
3 3
3 ASI 001 2/14/2020
3
3
05/27/20