HomeMy WebLinkAboutC515 - PLAN AND PROFILE (STORM) 119' 1.26% 12" RCP
37' 2.47%
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P
27' 3.72% 12" RCPSTR. #726 MH 5' DIA.; R-3286-8VTC: 864.25INV. IN 859.15 (24" RCP (N))INV. IN 859.50 (12" RCP (W))INV. IN 859.40 (12" RCP (NE))INV. OUT 859.05 (30" RCP (S))STR. #726B MH 4' DIA.; R-3010TC: 866.10INV. IN 861.10 (12" RCP (W))INV. OUT 861.00 (12" RCP (E))STR. #726C INLET M; R-3010TC: 866.75INV. OUT 862.00 (12" RCP (E))STR. #726A MH 4' DIA.; R-3286-8VTC: 864.65INV. IN 860.60 (12" RCP (E))INV. OUT 860.40 (12" RCP (SW))STR. #731 MH 5' DIA.; R-3286-8VTC: 865.00INV. IN 855.45 (24" RCP (N))INV. IN 860.00 (12" RCP (W))INV. OUT 855.35 (24" RCP (S))STR. #165 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 868.20INV. OUT 863.90 (12" HDPE (E)) 96' 0.52% 12" HDPE STR. #731A MANHOLE, 4' DIA.; R-1772TC: 867.65INV. IN 863.40 (12" HDPE (W))INV. OUT 863.30 (12" RCP (E)) 111' 2.9
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61' 0.47% 12" RCP STR. #726D INLET AM; R-3405TC: 866.51INV. OUT 860.89 (12" RCP (W))8" PVC
INV. ELEV:853.41
HGL (10-YR)
HGL (10-YR)
HGL (10-YR)
HGL (10-YR)
FFE = 868.50
WWWWWWWWWWWWPROPOSED ROWRD
RD
RD
RDRDRD8" HDPE
CONCRETE COLLAR REQUIRED BETWEEN
CONCRETE COLLAR REQUIRED BETWEEN
BOT. OF STORM AND TOP OF WATER AND GAS LINES.
727
RIM=865.15
726A
RIM=864.65
726
RIM=864.25
726B
RIM=866.10
726C
RIM=866.75
727D
RIM=865.85
168' OF 30" RCP
@0.45%
119' OF 12" RCP
@1.26%
37' OF 12" RCP
@2.47%27' OF 12" RCP
@3.72%162' OF 24" RCP@0.46%@0.69
%
725C
RIM=867.41
61' OF 12" RCP
@0.47%
726D
RIM=866.51
86' OF 12" HDPE
@0.58%
86' OF 12" HDPE
@0.58%
737
RIM=867.6756' OF 12" HDPE@0.54%735
RIM=867.4148' OF 12" HDPELat
Lat
C.O.RDC.O.C.O.
C.O.
RD RD RD
RD RD RD
C.O.TYPE I
C.O.TYPE I
C.O.TYPE I
8" HDPE
Lat
8" HDPE
C.O.
RD RD RD
C.O.
RD RD RD
8" HDPE
8" HDPE
LatC.O.TYPE I
5 LF OF 10" HDPE
5 LF OF 10" HDPE
L
a
t
20'W SAN SWR ESMT731
RIM=865.00
732
RIM=865.00
732B
RIM=866.50
732A
RIM=866.50
95' OF 24" RCP
@0.53%
100' OF 24" RCP
@0.55%
124
'
O
F
1
2
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R
C
P
@1
.
9
3
%
38' OF 12" HDPE
@0.66%
166' OF 18" RCP
@0.72%
67' OF 12" HDPE
@1.49%
732C
RIM=867.36
111' OF 12" RCP
@2.99%
731A
RIM=867.6596' OF 12" HDPE
@0.52%
165
RIM=868.20
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
Rev. #Revision
Description
Issue
Date
1 ADDENDUM 7/9/2019
3 ASI #1 8/28/2019
STORM SEWER PLAN
STORM SEWER PROFILE
ALIGNMENT 726C-726D
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)
ALIGNMENT 165-731
2 TAC COMMENTS 8/12/2019
4
4 ASI #2 9/20/2019
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT. SEE C603,
DETAIL 10-31.4