HomeMy WebLinkAboutC507 - PLAN & PROFILE (STORM) (V2)OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUFDC
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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
760
RIM=852.25
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RIM=851.80
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RCP@0.31%
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24' OF 15" RCP
@0.85%
67' OF 18" RCP
@1.05%
29' OF 12" RCP
@0.45%
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@0.50%STR. #713 INLET AM; R-3405TC: 851.60INV. OUT 847.00 (15" RCP (E)) 139' 0.36% 30" HDPE STR. #712 DIVERSION MANHOLE, 7' DIA., SEE DETAIL SHEET C603, R-1772TC: 856.30INV. IN 844.10 (30" HDPE (S))INV. OUT 844.00 (30" RCP (N))STR. #761 INLET AM; R-3405TC: 851.80INV. OUT 848.03 (12" RCP (SW)) 65' 0.28% 12" RCP STR. #750 MANHOLE, 4' DIA.; R-1772TC: 852.70INV. IN 848.55 (12" RCP (S))INV. IN 847.85 (12" RCP (NE))INV. OUT 847.75 (15" RCP (N))STR. #753 INLET M; R-3010TC: 853.10INV. OUT 849.40 (12" RCP (N)) 64' 0.31% 12" RCP STR. #752 MANHOLE, 4' DIA.; R-1772TC: 854.70INV. IN 849.20 (12" RCP (S))INV. OUT 849.10 (12" RCP (NW)) 112' 0.31% 12" RCP STR. #751 MANHOLE, 4' DIA.; R-1772TC: 853.20INV. IN 848.75 (12" RCP (SE))INV. IN 848.67 (12" RCP (E))INV. OUT 848.65 (12" RCP (N)) 30' 0.33% 12" RCP STR. #750 MANHOLE, 4' DIA.; R-1772TC: 852.70INV. IN 848.55 (12" RCP (S))INV. IN 847.85 (12" RCP (NE))INV. OUT 847.75 (15" RCP (N)) 23' 0.30% 15" RCP STR. #749 MH 4' DIA.; R-3010TC: 852.50INV. IN 847.68 (15" RCP (S))INV. OUT 847.58 (18" RCP (N)) 61' 0.25% 18" RCP
STRUCTURE 713, 731,712 STRUCTURE 761,750 STRUCTURE 753-748STR. #731 MH 5' DIA.;R-1772TC: 855.90INV. IN 844.70 (24" RCP (S))INV. IN 846.50 (15" RCP (W))INV. OUT 844.60 (30" HDPE (N)) 71' 0.71% 15" RCP
12' 0.33% 30" HDPE
10 - YEAR HGL
10 - YEAR HGL 10 - YEAR HGL STR. #748 MANHOLE, 5' DIA.; R-1772TC: 854.20INV. IN 849.50 (18" RCP (NE))INV. IN 847.43 (18" RCP (S))INV. IN 848.03 (12" RCP (W))INV. OUT 847.33 (24" RCP (N))FG
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29' 0.45% 12" RCP
STRUCTURE 751,762STR. #762 MH 4' DIA; R-3405TC: 854.80INV. OUT 848.80 (12" RCP (W))STR. #751 MANHOLE, 4' DIA.; R-1772TC: 853.20INV. IN 848.75 (12" RCP (SE))INV. IN 848.67 (12" RCP (E))INV. OUT 848.65 (12" RCP (N))STR. #710 MH 7' DIA.;R-3405TC: 855.50INV. IN 843.94 (30" RCP (S))INV. IN 843.94 (15" RCP (SW))INV. OUT 843.84 (30" HDPE (N))FG
11' 0.54% 30" RCP
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TPTPDETENTION: 7' CMP
FL / INV 843.8 (FLAT: 0% SLOPE)
(TOP OF PIPE 850.8)
HW100= 850.7
PROPOSED BMP & ACCESS EASEMENT
DETENTION: 7' CMP
FL / INV 843.8 (FLAT: 0% SLOPE)
(TOP OF PIPE 850.8)
HW 10-YR= 847.31
HW 100-YR= 850.56
PROPOSED BMP & ACCESS EASEMENT 6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD731
RIM=855.90
712
RIM=856.30
772
RIM=854.00
713
RIM=851.60
773
RIM=851.00105' OF 30" HDPE@0.30%11' OF 30" HDPE
@0.38%
106' OF 24" RCP
139' OF 30" HDPE@0.36%12' OF 30" HDPE
@0.33%
770
RIM=854.20
11' OF 30" RCP
@0.53%771
RIM=854.10
8' OF 15" RCP
@0.38%
EP
4+24.10
710
RIM=855.50
711
RIM=856.30
8' OF 15" RCP
@0.38%
11' OF 30" RCP
@0.54%
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'
C507
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.