HomeMy WebLinkAboutC511 - PLAN & PROFILE (STORM)WWWWWWWWWWWFDCWWWWWWWWWWWWG G G G G G G
LatLatT
4"6"DOMFIREW W W WG
GP WS
6"
25'
W
S
A
N
S
W
R
E
S
M
T
WWW
W
WM
WOUTDOOR
MECHANICAL YARD
RDC.O.RDRD C.O.TYPE II
C.O.TYPE II
C.O.TYPE II
C.O.TYPE II
C.O.
RD
C.O.
RD
RD
12" HDPE
5 LF OF 10" HDPE
5 LF OF 10" HDPE
8" HDPE
8" HDPE725
RIM=865.80
725A
RIM=865.25
724
RIM=864.80
723
RIM=866.00
722
RIM=865.25
721
RIM=865.25
721A
RIM=866.80
712
RIM=864.00
711
RIM=864.00
713
RIM=864.00
26' OF 12" RCP
@0.59%
60' OF 12" RCP
@1.24%
75' OF 30" RCP
@0.47%58' OF 12" RCP@2.75%88' OF 30" RCP
@0.46%
46' OF 30" RCP
@0.44%NO PARKINGNO PA
R
KI
N
G
429' OF 12" PVC
@0.25%
721B
RIM=864.40
77' OF 12" RCP@0.45%165
RIM=868.20
43' OF 15" RCP
@0.81%
RIM=866.8330' OF 12" HDPE70' OF 36" RCP
@0.46%
167
RIM=865.98
38' OF
1
2
"
R
C
P
@2.49%
721C
RIM=867.80
47' OF 30" RCP
@0.42%STR. #722 MH 4' DIA.; R-3010TC: 865.25INV. IN 857.20 (30" RCP (N))INV. OUT 857.10 (30" RCP (E))STR. #723 MH 4' DIA.; R-3010TC: 866.00INV. IN 857.70 (30" RCP (N))INV. OUT 857.60 (30" RCP (S))STR. #724 MH 5' DIA.; R-3010TC: 864.80INV. IN 858.00 (30" RCP (N))INV. IN 859.00 (12" RCP (W))INV. OUT 857.90 (30" RCP (S))STR. #721 MH 5' DIA.; R-3010TC: 865.25INV. IN 856.33 (36" RCP (W))INV. OUT 856.23 (36" RCP (E)) 47' 0.42% 30" RCP 88' 0.46% 30" RCP 75' 0.47% 30" RCP 70' 0.46% 36" RCPSTR. #167 MH 4' DIA.;R-1772TC: 865.98INV. IN 856.75 (30" RCP (W))INV. IN 858.65 (12" RCP (N))INV. OUT 856.65 (36" RCP (E))2' MIN CLEAR 6" PVC SAN LAT
INV. ELEV:853.50
HGL (10-YR)HGL (10-YR)
20'W BMP ACCESS ESMT
25'W SAN SWR ESMT
25'
W
S
A
N
S
W
R
E
S
M
T 20'W SAN SWR ESMT717
RIM=862.20
710
RIM=864.00
716
RIM=862.70
720
RIM=865.60
174' OF 36" RCP
@0.47%
12' OF 42" RCP
@0.49%
184' OF 42" RCP
@0.46%
222
'
O
F
1
2
"
P
V
C
@0
.
2
5
%169' OF 24" RCP@0.51%
717A
RIM=864.00
840
845
850
855
860
865
870
840
845
850
855
860
865
870
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. #717 MH 5' DIA.;R-3405TC: 862.20INV. IN 853.71 (42" RCP (N))INV. IN 853.71 (24" RCP (SW))INV. OUT 853.61 (42" RCP (E)) 169' 0.51% 24" RCP STR. #717 MH 5' DIA.;R-3405TC: 862.20INV. IN 853.71 (42" RCP (N))INV. IN 853.71 (24" RCP (SW))INV. OUT 853.61 (42" RCP (E)) 45' 0.51% 24" RCPSTR. #717A MANHOLE, 4' DIA.; R-1772TC: 864.00INV. IN 854.67 (24" RCP (W))INV. OUT 854.57 (24" RCP (NE))12" PVC
INV. ELEV:836.37
HGL (10-YR)
HGL (10-YR)
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 724-721
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
C511
PLAN & PROFILE
(STORM)
ALIGNMENT 710-717
2 TAC COMMENTS 8/12/2019
4
4 ASI #2 9/20/2019
4
444
4
4
4
4
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT. SEE C603,
DETAIL 10-31.4