HomeMy WebLinkAboutC512 - PLAN AND PROFILE (STORM)FDCWWWWWWWWWWWG G G
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4"6"DOMFIREW W W WG
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6"
C.O.
C.O.
C.O.
C.O.
CONCRETE COLLAR
REQUIRED BETWEEN
BOT. OF STORM AND TOP
OF WATER AND GAS LINES.
25'
W
S
A
N
S
W
R
E
S
M
T
WW
WM
WOUTDOOR
MECHANICAL UARD
721
RIM=865.25
721A
RIM=867.00
718
RIM=865.00
717
RIM=863.20
711
RIM=864.00
RIM=865.00
720
RIM=865.60
18' OF 12" RCP
60' OF 12" RCP
@1.24%
145' OF 30" RCP
@0.54%
174' OF 36" RCP
@0.47%
9
1
'
O
F
1
2
"
RCP@1
.
2
1%
144' O
F
3
6
"
R
C
P
@0.47
%
12' OF 42" RCP
184' OF 42" RCP
@0.46%
95' OF 24" RCP
@0.53%NO PARKINGNO PA
R
KI
N
G
NO P
A
R
KI
N
G
134' OF 12" PVC
@0.25%
22
2
'
O
F
1
2
"
P
V
C
@
0
.
2
5
%
721B
RIM=864.50
77' OF 12" RCP
@1.23%STR. #721A MH 4' DIA.;R-1772TC: 867.00INV. IN 858.95 (12" HDPE (NE))INV. IN 858.85 (12" RCP (N))INV. OUT 858.75 (12" RCP (SE))STR. #721 MH 5' DIA.; R-3010TC: 865.25INV. IN 857.65 (12" RCP (NW))INV. IN 856.33 (30" RCP (W))INV. OUT 856.23 (36" RCP (E))STR. #720 MH 4' DIA.; R-3010TC: 865.60INV. IN 855.42 (36" RCP (W))INV. OUT 855.32 (36" RCP (NE)) 144' 0.47% 36" RCP
174' 0.47% 36" RCP
91' 1.21% 12" RCP
77' 1.23% 12" RCPSTR. #721B INLET AM; R-3402-ETC: 864.50INV. OUT 859.80 (12" RCP (S))STR. #718 MH 5' DIA.; R-3010TC: 865.00INV. IN 854.65 (36" RCP (SW))INV. IN 854.85 (24" RCP (N))INV. IN 861.00 (12" HDPE (W))INV. OUT 854.55 (42" RCP (S))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
STORM SEWER PLAN
STORM SEWER PROFILE
ALIGNMENT 721B-20, 718
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
C512
PLAN & PROFILE
(STORM)
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT.
2 TAC COMMENTS 8/12/2019