HomeMy WebLinkAboutC509 - PLAN AND PROFILE (STORM)WC.O.TYPE II 710
RIM=864.00
709
RIM=864.00
705
RIM=864.00
706
RIM=864.00 309' OF 18"
R
C
P
@0.55
%
3
0
9
'
O
F
1
5
"
R
C
P@0.
4
7%
704A
RIM=858.04
60' 1.24% 12" RCP
26' 0.59% 12" RCP STR. #709 MH 4' DIA; R-3405TC: 864.00INV. IN 855.45 (18" RCP (SW))INV. OUT 855.35 (18" RCP (N))STR. #710 MH 5' DIA.;R-3405TC: 864.00INV. IN 855.00 (18" RCP (S))INV. IN 855.00 (15" RCP (NW))INV. OUT 854.90 (24" RCP (E))STR. #711 MH 4' DIA; R-3405TC: 864.00INV. IN 858.75 (12" RCP (W))INV. OUT 858.50 (15" RCP (SE))STR. #712 MH 4' DIA; R-3405TC: 864.00INV. IN 859.60 (12" RCP (NW))INV. OUT 859.50 (12" RCP (E))STR. #713 MH 4' DIA; R-3405TC: 864.00INV. OUT 859.75 (12" RCP (SE))STR. #705 MH 4' DIA; R-3405TC: 864.00INV. IN 857.25 (15" RCP (W))INV. OUT 857.15 (18" RCP (NE)) 309' 1.13% 15" RCP
60' 0.58% 18" RCP
309' 0.55% 18" RCP
12" PVC
INV. ELEV:837.69
6" PVC SAN LAT
INV. ELEV:848.60
2' MIN CLEAR 2" WATER SVC LINE
HGL (10-YR)
HGL (10-YR)WWWWWWWWWWWWWWWWWWWWWWWWWWWG G G G G G G
LatLatLatLatLatLatW W W WG
G6"
25'
W
S
A
N
S
W
R
E
S
M
T
WWW
W WC.O.TYPE II
C.O.TYPE II
C.O.TYPE II
CONCRETE COLLAR REQUIRED BETWEEN
BOT. OF STORM AND TOP OF WATER AND GAS LINES.
722
RIM=865.25
721
RIM=865.25
712
RIM=864.00
711
RIM=864.00
710
RIM=864.00
720
RIM=865.60
713
RIM=864.00
26' OF 12" RCP
@0.59%
60' OF 12" RCP
@1.24%
75' OF 30" RCP
@0.47%
174' OF 36" RCP
@0.47%58' OF 12" RCP@2.75%144' OF 36" RCP
NO PARKINGNO PA
R
KI
N
G
NO PA
R
KI
N
G
429' OF 12" PVC
@0.25%
222
'
O
F
1
2
"
P
V
C
@0
.
2
5
%
3
0
9
'
O
F
1
5
"
R
C
P@1.
1
3%
70' OF 36" RCP
@0.46%
167
RIM=865.98
717A
RIM=864.00
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 713-709, 705
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
C509
PLAN & PROFILE
(STORM)
2 TAC COMMENTS 8/12/2019
4
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT. SEE C603,
DETAIL 10-31.4
4 ASI #2 9/20/2019