HomeMy WebLinkAboutC507 - PLAN & PROFILE (STORM)FHVFDC
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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
760
RIM=852.25
761
RIM=851.80
64'
OF
12"
RCP@0.31%
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1%30' OF 12" RCP@0.33%23' OF 15" RCP@0.34%61' OF 18" RCP@0.31%109' OF 18" RCP
@0.30%65' OF 12" RCP@0.45
%
68' O
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24' OF 15" RCP
@0.85%
@0.41%
29' OF 12" RCP
@0.45%
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68' OF 8" HDPE
@0.50%
156' OF 8" HDPE
@0.50%STR. #713 MH 4' DIA; R-3405TC: 851.00INV. OUT 847.00 (15" RCP (E)) 144' 0.51% 30" HDPE STR. #712 AQUASWIRL AS-7TC: 855.00INV. IN 843.87 (30" HDPE (S))INV. OUT 843.87 (30" HDPE (N))STR. #761 INLET AM; R-3405TC: 851.80INV. OUT 848.77 (12" RCP (SW)) 65' 0.45% 12" RCP STR. #750 MANHOLE, 4' DIA.; R-1772TC: 852.70INV. IN 848.55 (12" RCP (S))INV. IN 848.48 (12" RCP (NE))INV. OUT 848.45 (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 848.48 (12" RCP (NE))INV. OUT 848.45 (15" RCP (N)) 23' 0.34% 15" RCP STR. #749 MH 4' DIA.; R-3010TC: 852.50INV. IN 848.37 (15" RCP (S))INV. OUT 848.27 (18" RCP (N)) 61' 0.31% 18" RCP
STRUCTURE 713, 731,712 STRUCTURE 761,750 STRUCTURE 753-748STR. #731 MH 4' 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 18' 0.38% 30" HDPE
10 - YEAR HGL
10 - YEAR HGL 10 - YEAR HGL STR. #748 MANHOLE, 4' DIA.; R-1772TC: 854.50INV. IN 848.08 (18" RCP (S))INV. IN 848.03 (12" RCP (W))INV. OUT 847.98 (18" RCP (N))FG
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FG
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29' 0.45% 12" RCP
STRUCTURE 751,762STR. #762 INLET AM; 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))W W
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TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPDETENTION: 7' CMP
FL / INV 843.8 (FLAT: 0% SLOPE)
(TOP OF PIPE 850.8)
HW100= 850.7
PROPOSED BMP & ACCESS EASEMENT
731
RIM=855.90
712
RIM=855.00
772
RIM=855.00
713
RIM=851.00
773
RIM=851.00105' OF 30" HDPE@0.38%22' OF 30" HDPE@0.45%106' OF 24" RCP 144' OF 30" HDPE@0.51%18' OF 30" HDPE@0.38%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
19012L
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)