HomeMy WebLinkAboutC512 - PLAN AND PROFILE (STORM)FDCWWWWWWWWWWWG G G
LatLatT
4"6"DOMFIREW W W WG
GP WS
6"
25'
W
S
A
N
S
W
R
E
S
M
T
WW
WM
WOUTDOOR
MECHANICAL YARD
RDRDRDRDRDC.O.RDRDRD
C.O.TYPE II
C.O.TYPE II
C.O.TYPE II
C.O.TYPE II
C.O.
8" HDPE
246 LF OF
8" HDPE
LatC.O.TYPE I
5 LF OF 10" HDPE
20'W SAN SWR ESMT8" HDPE
721
RIM=865.25
721A
RIM=866.80
718
RIM=865.00
717
RIM=862.20
711
RIM=864.00
720
RIM=865.60
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
@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
222
'
O
F
1
2
"
P
V
C
@0
.
2
5
%
721B
RIM=864.40
77' OF 12" RCP@0.45%110' OF 12" RCP
@0.50%
738
RIM=867.52
70' OF 36" RCP
@0.46%
167
RIM=865.98
38' OF
1
2
"
R
C
P
@2.49%
721C
RIM=867.80
STR. #721A MH 4' DIA.;R-1772TC: 866.80INV. IN 861.65 (12" RCP (NE))INV. IN 860.35 (12" RCP (N))INV. OUT 860.25 (12" RCP (S))STR. #721 MH 5' DIA.; R-3010TC: 865.25INV. IN 856.33 (36" 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
58' 2.75
%
1
2
"
R
C
P
77' 0.45% 12" RCPSTR. #721B INLET AM; R-3402-ETC: 864.40INV. OUT 860.70 (12" RCP (S))STR. #718 MH 5' DIA.; R-3010TC: 865.00INV. IN 854.85 (24" RCP (N))INV. IN 854.65 (36" RCP (SW))INV. IN 861.00 (12" RCP (W))INV. OUT 854.55 (42" RCP (S))STR. #718 MH 5' DIA.; R-3010TC: 865.00INV. IN 854.85 (24" RCP (N))INV. IN 854.65 (36" RCP (SW))INV. IN 861.00 (12" RCP (W))INV. OUT 854.55 (42" RCP (S)) 110' 0.50% 12" RCPSTR. #738 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 867.52INV. OUT 861.55 (12" RCP (E)) 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))8" PVC
INV. ELEV:850.50
8" PVC
INV. ELEV:850.97
HGL (10-YR)HGL (10-YR)HGL (10-YR)
HGL (10-YR)WWWWWWW4"6"DOMFIREW
P W6"
25'
W
S
A
N
S
W
R
E
S
M
T
W
WM
WMECHANICAL YARD
RDRDRDRDRDC.O.
C.O.
RD
C.O.
RD RD RD
8" HDPE
246 LF OF
8" HDPE
LatC.O.TYPE I
5 LF OF 10" HDPE
20'W SAN SWR ESMT721
RIM=865.25
718
RIM=865.00
717
RIM=862.20
731
RIM=865.00
720
RIM=865.60
174' OF 36" RCP
@0.47%
144' OF 36" RCP
@0.47%
184' OF 42" RCP
@0.46%
95' OF 24" RCP
@0.53%
NO PA
R
KI
N
G
222'
O
F
1
2
"
P
V
C
@0
.
2
5
%
110' OF 12" RCP
@0.50%
738
RIM=867.52
111' OF 12" RCP
@2.99%
RIM=867.6596' OF 12" HDPE
@0.52%
RIM=868.20
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 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)
ALIGNMENT 738-718
2 TAC COMMENTS 8/12/2019
4
4
4
4 ASI #2 9/20/2019
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT. SEE C603,
DETAIL 10-31.4