HomeMy WebLinkAboutC509 - PLAN & PROFILE (STORM) (V2)OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUWWWWWWWWWWWWWDO NOTENTERS
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RIM=851.30
787
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106' O
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10' OF 12" RCP
@1.52%36' OF 15"
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3 PI2+40.10PI3+18.41STRUCTURE 756,745,743 STRUCTURE 743, 734,742
165' 0.30% 30" RCP STR. #742 DIVERSION MANHOLE, 7' DIA., SEE DETAIL SHEET C603, R-1772TC: 854.70INV. IN 844.09 (30" HDPE (W))INV. OUT 843.99 (30" RCP (E)) 8' 0.37% 30" HDPESTR. #734 MANHOLE, 6' DIA.; R-1772TC: 854.50INV. IN 844.29 (30" RCP (SW))INV. IN 848.00 (12" RCP (N))INV. OUT 844.19 (30" HDPE (E)) 33' 0.30% 30" HDPESTR. #743 MH 4' DIA.; R-3010TC: 851.50INV. IN 844.88 (24" RCP (W))INV. OUT 844.78 (30" RCP (NE))STR. #744 INLET M; R-3010TC: 852.00INV. OUT 848.30 (12" RCP (E)) 28' 0.53% 12" RCPSTR. #745 MANHOLE, 4' DIA.; R-1772TC: 852.25INV. IN 845.50 (24" RCP (S))INV. IN 848.15 (12" RCP (W))INV. OUT 845.40 (24" RCP (E))STRUCTURE 744-745
10 - YEAR HGL
10 - YEAR HGLSTR. #745 MANHOLE, 4' DIA.; R-1772TC: 852.25INV. IN 845.50 (24" RCP (S))INV. IN 848.15 (12" RCP (W))INV. OUT 845.40 (24" RCP (E))STR. #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. #743 MH 4' DIA.; R-3010TC: 851.50INV. IN 844.88 (24" RCP (W))INV. OUT 844.78 (30" RCP (NE)) 259' 0.36% 24" RCP
106' 0.49% 24" RCP
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EG STR. #732 MANHOLE, 6' DIA.; R-1772TC: 854.85INV. IN 843.93 (30" RCP (W))INV. IN 843.93 (15" RCP (NW))INV. OUT 843.83 (30" HDPE (E)) 11' 0.53% 30" RCP
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783
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736
RIM=854.00
735
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165' OF 30"
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8' OF 30" HDPE
@0.37%
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734
RIM=854.50
9' OF 12" RCP
@1.71%
732
RIM=854.85
733
RIM=854.85
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11' OF 30" RCP
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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
STORM SEWER PLAN
SCALE:HORZ.: 1"=30'
VERT.: 1"=3'
GENERAL NOTES
LEGEND
Existing Grade New Grade Granular Backfill
SCALE: 1" = 30'
C509
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
2
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.