HomeMy WebLinkAboutC510 - PLAN AND PROFILE (STORM)WWWWWWW4"6"DOMFIREW WG
GP WLatLatLatLatLat6"
CONCRETE COLLAR
REQUIRED BETWEEN
BOT. OF STORM AND TOP
OF WATER AND GAS LINES.
20'W BMP ACCESS ESMT
25'W SAN SWR ESMT
25'
W
S
A
N
S
W
R
E
S
M
T
W
WM
W20' BMP ACCESS
EASEMENT
721
RIM=865.25
718
RIM=865.00
717
RIM=863.20
710
RIM=864.00
716
RIM=863.20
717
RIM=863.20
715
RIM=861.00
720
RIM=865.60
174' OF 36" RCP
@0.47%
144' O
F
3
6
"
R
C
P
@0.47
%
12' OF 42" RCP
@0.49%
184' OF 42" RCP
@0.46%
368' OF 42" RCP
@0.46%
156' OF 42" RCP
@0.42%
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
%
446' OF 12" PVC
@0.25%216' OF 24"
R
C
P
@0.55
%
3
0
9
'
O
F
1
5
"
R
C
P@1
.
1
3%
714
INV =851.00
156' OF 42" RCP
@0.42%STR. #715 MH 5' DIA.;R-3405TC: 861.00INV. IN 851.75 (42" RCP (W))INV. OUT 851.65 (42" RCP (S))368' OF 42" RCP
@0.46%
184' OF 42" RCP
@0.46%STR. #716 AQUA-SWIRL AS-10TC: 863.20INV. IN 853.55 (42" RCP (W))INV. OUT 853.45 (42" RCP (E))12' OF 42" RCP
@0.49%STR. #717 MH 5' DIA.;R-3405TC: 863.20INV. IN 853.71 (42" RCP (N))INV. IN 853.71 (24" RCP (SW))INV. OUT 853.61 (42" RCP (E))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)) (15) 446' OF 12" PVC
@ 0.25%INV. OUT 851.00 (42" RCP)STR. #71418095
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 718-714
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'
C510
PLAN & PROFILE
(STORM)
SCALE:HORZ.: 1"=30'
VERT.: 1"=5'
LEGEND
Existing Grade New Grade Granular Backfill
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT.
2 TAC COMMENTS 8/12/2019