HomeMy WebLinkAboutC517 - PLAN AND PROFILE (STORM)FFE = 868.50
FHVWWWWWWWWWWWFDCWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGTS&V
T
6"FIREW W W WG P
S
6"
C.O.
C.O.
C.O.RDRDRDRDRDRD
RD
SAMPLING BOX
PER TRI CO STANDARDS
INV. IN = 849.9
INV. OUT = 849.80
CONCRETE COLLAR
REQUIRED BETWEEN
BOT. OF STORM AND TOP
OF WATER AND GAS LINES.OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGGGGGGGGWWWWWWWWWWW725
RIM=865.80
725A
RIM=865.25
724
RIM=864.00
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=867.20
712
RIM=864.00 711
713
RIM=864.00
18' OF 12" RCP
@1.37%
145' OF 30" RCP
@0.61%
9
1
'
OF
1
2
"
RCP@1
.
2
1%88' OF 30" RCP@0.60%107' OF 12" RCP@1.26
%
37' OF 12" RCP
@3.42%
119' OF 12" RCP
@1.47%
46' OF 30" RCP
@0.54%
168' OF 24" RCP
@0.66%NO PARKINGNO PA
R
KI
N
G
134' OF 12" PVC
@0.25%
315' OF 12" PVC
@0.25%
721B
RIM=864.50
77' OF 12" RCP
@1.36%STR. #724C INLET A, AM; R-3070TC: 868.70INV. OUT 864.35 (12" RCP (NE)) 107' 1.26% 12" RC
P 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 860.50 (12" RCP (W))INV. OUT 860.75 (12" RCP (E)) 119' 1.47% 12"
R
C
P STR. #724 MH 5' DIA.; R-3010TC: 864.00INV. IN 857.70 (30" RCP (N))INV. IN 859.00 (12" RCP (W))INV. OUT 857.70 (30" RCP (S))STR. #725 MANHOLE, 4' DIA.; R-1772TC: 865.80INV. IN 857.95 (24" RCP (N))INV. IN 860.75 (12" RCP (E))INV. OUT 857.95 (30" RCP (S))STR. #725A MH 4' DIA.; R-3287-10VTC: 865.25INV. OUT 861.25 (12" RCP (W)) 11' 4.76% 12" RCP
37' 3.42% 12" RCP
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 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
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT.