HomeMy WebLinkAboutC513 - PLAN & PROFILE (STORM)FFE = 868.50
FFE = 868.50
WWWWWWWWWWWWWGREASE INTERCEPTOR
PER TRI CO STANDARDS
C.O.
8" HDPE
RD
RD
8" HDPE
RDRDRDRD
12" HDPE
8" HDPE
CONCRETE COLLAR REQUIRED BETWEEN
BOT. OF STORM AND TOP OF WATER AND GAS LINES.
CONCRETE COLLAR REQUIRED BETWEEN
BOT. OF STORM AND TOP OF WATER AND GAS LINES.
8" HDPE
8" HDPE
726A
RIM=864.65
726
RIM=864.25
726B
RIM=866.10
726C
RIM=866.75
725
RIM=865.80
725A
RIM=865.25
724
RIM=864.80
724A
RIM=866.80
724B
RIM=868.00
37' OF 12" RCP
@2.47%
119' OF 12" RCP
@1.47%
46' OF 30" RCP
@0.44%
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%721B
RIM=864.40
43' OF 15" RCP
@0.81%
725B
RIM=866.8330' OF 12" HDPE@3.37%725C
RIM=867.41
61' OF 12" RCP
@0.47%
726D
RIM=866.51
STR. #725 MANHOLE, 5' DIA.; R-1772TC: 865.80INV. IN 858.30 (30" RCP (N))INV. IN 860.95 (15" RCP (E))INV. OUT 858.20 (30" RCP (S))STR. #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. #724 MH 5' DIA.; R-3010TC: 864.80INV. IN 858.00 (30" RCP (N))INV. IN 859.00 (12" RCP (W))INV. OUT 857.90 (30" RCP (S)) 168' 0.45% 30" RCP
46' 0.44% 30" RCP STR. #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)) 162' 0.46% 24" RCP STR. #727 MH 5' DIA.; R-3010TC: 865.15INV. IN 860.85 (12" RCP (E))INV. IN 860.40 (12" RCP (N))INV. IN 860.00 (12" RCP (W))INV. OUT 859.90 (24" RCP (S)) 86' 0.93% 12" RCP STR. #728 MH 4' DIA.; R-3010TC: 866.35INV. IN 861.30 (12" RCP (E))INV. OUT 861.20 (12" RCP (S)) 78' 0.58% 12" RCP STR. #729 INLET AM; R-3405TC: 865.00INV. OUT 861.75 (12" RCP (W))HGL (10-YR)
HGL (10-YR)
HGL (10-YR)
HGL (10-YR)
FFE = 868.50FHV
WWWWWWWWWRDRDRD
C.O.
C.O.
RD
RDRDRD
8" HDPE
C.O.
RDRDRD
8" HDPE
8" HDPE
RD
RD
CONCRETE COLLAR REQUIRED BETWEEN
BOT. OF STORM AND TOP OF WATER AND GAS LINES.
5 LF OF 10" HDPE
5 LF OF 10" HDPE
727B
RIM=868.60
727
RIM=865.15
726A
RIM=864.65
726B
RIM=866.10
726C
RIM=866.75
728
RIM=866.35
727A
RIM=866.00
729
RIM=865.00
727D
RIM=865.85
119' OF 12" RCP
@1.26%
37' OF 12" RCP
@2.47%27' OF 12" RCP
@3.72%162' OF 24" RCP@0.46%37' OF 12" RCP
@2.47%
123' O
F
1
2
"
R
C
P
@0.69
%
25' OF 12" RCP
@3.00%86' OF 12" RCP@0.93%78' OF 12
"
R
C
P
@0.58%NO PARKING61' OF 12" RCP
@0.47%
726D
RIM=866.51
737D
RIM=868.2086' 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" HDPE@0.63%736
RIM=866.90
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 724-726 ALIGNMENT 726-729
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
C513
PLAN & PROFILE
(STORM)
2 TAC COMMENTS 8/12/2019
4 ASI #2 9/20/2019
44
4
4
4
4
4
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT. SEE C603,
DETAIL 10-31.4
4