HomeMy WebLinkAboutC517 - PLAN & PROFILE (STORM)FFE = 868.50
WWWWWWWWWWWFDCWWWWWWWWWWWWWWWWWWWG G G G G G G G G G G G G G G G
TS&V
T
6"FIREW W W WG
GP
S
6"
GREASE INTERCEPTOR
PER TRI CO STANDARDS
RIM = 864.82
INV. IN = 860.00
INV. OUT = 859.83
CONCRETE COLLAR REQUIRED BETWEEN
BOT. OF STORM AND TOP OF WATER AND GAS LINES.
25'W SAN SWR ESMT
WWW
W
WM
WOUTDOOR
MECHANICAL YARD
RDRD C.O.TYPE II
C.O.TYPE II
C.O.TYPE IIRDRDRD
12" HDPE
8" HDPE
20'W ELEC ESMT
10'W GAS ESMT
20'W WATER ESMT
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.
SAMPLE STRUCTURE
RIM = 865.34
INV IN = 859.70
INV OUT = 859.50
8" HDPE
8" HDPE
WW
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGGGGGGGGWWWWWWWWWWW725
RIM=865.80
725A
RIM=865.25
724
RIM=864.80
724A
RIM=866.80
724B
RIM=868.00
724C
RIM=868.70
723
RIM=866.00
722
RIM=865.25
721
RIM=865.25
721A
RIM=866.80
712 711
713
RIM=864.00
26' OF 12" RCP
@0.59%
75' OF 30" RCP
@0.47%58' OF 12" RCP@2.75%88' OF 30" RCP
@0.46%105' OF 12"
RCP
@1.28
%
37' OF 12" RCP
@2.47%
119' OF 12" RCP
@1.47%
46' OF 30" RCP
@0.44%
168' OF 30" RCP
@0.45%NO PARKINGNO PA
R
KI
N
G
429' OF 12" PVC
@0.25%
721B
RIM=864.40
77' OF 12" RCP@0.45%43' OF 15" RCP
@0.81%
725B
RIM=866.8330' OF 12" HDPE@3.37%725C
RIM=867.41
70' OF 36" RCP
@0.46%
167
RIM=865.98
38' OF
1
2
"
R
C
P
@2.49%
721C
RIM=867.80
47' OF 30" RCP
@0.42%STR. #724C INLET AM; R-3405TC: 868.70INV. OUT 864.35 (12" RCP (NE)) 105' 1.28% 12" RCP STR. #724B MH 4' DIA.; R-3010TC: 868.00INV. IN 863.00 (12" RCP (SW))INV. OUT 861.75 (12" RCP (E))STR. #724A MH 4' DIA.; R-3010TC: 866.80INV. IN 860.85 (12" RCP (W))INV. OUT 860.75 (12" RCP (E)) 119' 1.47% 12" R
C
P 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))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. #725A MH 4' DIA.; R-3286-8VTC: 865.25INV. IN 861.45 (15" RCP (E))INV. OUT 861.25 (15" RCP (W)) 11' 2.86% 15" RCP 37' 2.47% 12" RCP
43' 0.81% 15" RCPSTR. #725B INLET AM; R-3405TC: 866.83INV. IN 862.00 (12" HDPE (N))INV. OUT 861.80 (15" RCP (W)) 30' 3.37% 12" HDPESTR. #725C 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 867.41INV. OUT 863.00 (12" HDPE (S))HGL (10-YR)
HGL (10-YR)HGL (10-YR)
HGL (10-YR)STR. #743 15" PIPE END SECTIONTC: 860.24INV. OUT 858.70 (15" RCP (S))STR. #742 15" PIPE END SECTIONTC: 859.54INV. IN 858.00 (15" RCP (N)) 51' 1.38% 15" RCP
9PROPOSED ROWCLAY CENTER ROADE(A)OHUOHUOHUOHUOHUGGGGGWWWWWW51' OF 15" RCP@1.38%5742
INV =858.00
742
INV =858.00
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
Rev. #Revision
Description
Issue
Date
1 ADDENDUM 7/9/2019
3 ASI #1 8/28/2019
STORM SEWER PLAN
STORM SEWER PROFILE
ALIGNMENT 724C-724
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
C517
PLAN & PROFILE
(STORM)
ALIGNMENT 725-725A
2 TAC COMMENTS 8/12/2019
4 ASI #2 9/20/2019
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT. SEE C603,
DETAIL 10-31.
ALIGNMENT 743-742
9 ASI #9 01/09/2020