HomeMy WebLinkAboutC508 - PLAN AND PROFILE (STORM)PROPOSED ROWE(A)E(A)OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGGGGGGGGWWWWWWWWWWWW709
RIM=864.00
705
RIM=864.00
706
RIM=864.00
707
RIM=864.00
309' OF 18"
R
C
P
@0.55
%
3
0
9
'
O
F
1
5
"
R
C
P@0.
4
7%
60' OF 15" RCP
@0.41%
704A
RIM=858.04
60' 0.41% 15" RCP STR. #705 MH 4' DIA; R-3405TC: 864.00INV. IN 857.25 (15" RCP (W))INV. OUT 857.15 (18" RCP (NE))STR. #706 MH 4' DIA; R-3405TC: 864.00INV. IN 857.70 (15" RCP (NW))INV. OUT 857.60 (15" RCP (E))STR. #707 MH 4' DIA; R-3405TC: 864.00INV. IN 859.25 (15" RCP (N))INV. OUT 859.15 (15" RCP (SE))STR. #708 MH 4' DIA; R-3405TC: 864.00INV. IN 860.25 (12" RCP (W))INV. OUT 859.50 (15" RCP (S)) 60' 0.58% 15" RCP
309' 0.47% 15" RCPSTR. #724D MH 4' DIA; R-3455-CTC: 867.30INV. OUT 862.60 (12" RCP (E)) 59' 3.
9
9
%
1
2
"
R
C
P
HGL (10-YR)
HGL (10-YR)E(A)E(A)OHUOHUOHUOHUOHUOHUOHUGGGGGGGGGGGG724D
RIM=867.30
707
RIM=864.00
708
RIM=864.00
3
0
9
'
O
F
1
5
"
R
C
P@0.
4
7%
60' OF 15" RCP
@0.41%
59' OF 12" RCP
@3.99%
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 724, 708-705
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
C508
PLAN & PROFILE
(STORM)
2 TAC COMMENTS 8/12/2019
4
4
4
4 TAC COMMENTS 9/20/2019
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT. SEE C603,
DETAIL 10-31.4