HomeMy WebLinkAboutC515 - PLAN AND PROFILE (STORM) 119' 1.26% 12" RC
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37' 2.74
%
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"
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27' 3.7
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%
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"
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PSTR. #726 MH 5' DIA.; R-3287-10VTC: 864.25INV. IN 859.05 (24" RCP (N))INV. IN 859.50 (12" RCP (W))INV. IN 859.40 (12" RCP (NE))INV. OUT 859.05 (24" RCP (S))STR. #726B MH 4' DIA.; R-3010TC: 866.10INV. IN 861.00 (12" RCP (W))INV. OUT 861.00 (12" RCP (E))STR. #726C INLET A, AM; R-3070TC: 866.75INV. OUT 862.00 (12" RCP (E))STR. #726A MH 4' DIA.; R-3287-10VTC: 864.65INV. OUT 860.40 (12" RCP (SW))FFE = 868.50
WWWWWWWWWWWWRDRDRDRDRDRDRD
RD
D
D
727
RIM=865.10
726A
RIM=864.65
726
RIM=864.25
726B
RIM=866.10
726C
RIM=866.75
727D
RIM=865.85
168' OF 24" RCP
@0.66%
119' OF 12" RCP
@1.26%
37' OF 12" RCP
@2.74%
27' OF 12" RCP
@3.72%162' OF 24" RCP@0.52%123'
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F
1
2
"
R
C
P
@0.7
7
%@3.00%
18095
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANANEWFORCARMEL CLAY SCHOOLSCARMEL ELEMENTARY SCHOOLSDrawing Title:
06-21-19 SO MK
STORM SEWER PLAN
STORM SEWER PROFILE
ALIGNMENT 726C-726A
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.
GENERAL NOTES
SCALE: 1" = 30'
SCALE:HORZ.: 1"=30'
VERT.: 1"=5'
LEGEND
Existing Grade New Grade Granular Backfill
C515
PLAN & PROFILE
(STORM)
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT.