HomeMy WebLinkAboutC518 - PLAN AND PROFILE (STORM)FFE = 868.50FHVWWWWWW RDRDRD
C.O.
C.O.
RD
RDRDRD
8" HDPE
C.O.
RDRDRD
8" HDPE
8" HDPE
RD
RD
5 LF OF 10" HDPE
5 LF OF 10" HDPE
729
RIM=865.00
78' OF 12
"
R
C
P
61' OF 12" RCP
@0.47%
726D
RIM=866.51
737D
RIM=868.2086' OF 12" HDPE
@0.58%
86' OF 12" HDPE
@0.58%
737
RIM=867.6756' OF 12" HDPE@0.54%735
RIM=867.4148' OF 12" HDPE@0.63%736
RIM=866.90
STR. #737D 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 868.20INV. OUT 863.70 (12" HDPE (W))STR. #733 MH 5' DIA.; R-3286-8VTC: 865.00INV. IN 860.86 (12" RCP (W))INV. IN 857.40 (15" RCP (NW))INV. OUT 857.30 (18" RCP (S)) 107' 2.43%
1
2
"
R
C
PSTR. #739 MANHOLE, 4' DIA.; R-1772TC: 867.55INV. IN 863.55 (12" HDPE (W))INV. OUT 863.45 (12" RCP (E)) 84' 0.42% 12" HDPESTR. #739A 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 868.20INV. OUT 863.90 (12" HDPE (E))STR. #721C INLET AM; R-3405TC: 867.80INV. OUT 862.60 (12" RCP (SW))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)) 38' 2.49% 1
2
"
R
C
P
6" PVC
INV. ELEV:859.90 6" PVC
INV. ELEV:859.00
HGL (10-YR)
HGL (10-YR)
HGL
(10-YR)
HGL (10-YR)
HGL (10-YR)
HGL (10-YR)STR. #737D 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 868.20INV. OUT 863.70 (12" HDPE (W))STR. #737 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 867.67INV. IN 863.20 (12" HDPE (E))INV. OUT 863.10 (12" HDPE (N)) 56' 0.54% 12" HDPE 86' 0.58% 12" HDPESTR. #735 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 867.41INV. IN 862.80 (12" HDPE (S))INV. IN 862.80 (12" HDPE (N))INV. OUT 862.70 (12" HDPE (W))STR. #736 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 866.90INV. OUT 863.10 (12" HDPE (S)) 48' 0.63% 12" HDPE STR. #735 24 INCH NYLOPLAST STRUCTURE, OPEN GRATETC: 867.41INV. IN 862.80 (12" HDPE (S))INV. IN 862.80 (12" HDPE (N))INV. OUT 862.70 (12" HDPE (W))HGL (10-YR)LatLatRD RD
C.O.
C.O.
C.O.
C.O.
RD
RD
RD RD RD
C.O.TYPE I
C.O.TYPE I
C.O.TYPE II
C.O.TYPE II
6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD
6''SSD6''SSD6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD
6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD
6''SSDINV = 864.2 (6"SSD) 8" HDPE
8" HDPE
INV = 860.8
RD RD
8" HDPE
8" HDPE
Lat
RD RD
La
t
20'W SAN SWR ESMT5 LF OF 10" HDPE
5 LF OF 10" HDPE
5 LF OF 10" HDPE
5 LF OF 10" HDPE
732B
RIM=866.50
733
RIM=865.00
732A
RIM=866.50
734
RIM=863.50
38' OF 12" HDPE
@0.66%
166' OF 18" RCP
@0.72%49' OF
15
"
RCP@1.12%
49' OF 12" RCP
@1.13%
741
RIM=867.29 733A
RIM=865.50
67' OF 12" HDPE
@1.49%
732C
RIM=867.36
107' O
F
1
2
"
R
C
P
@2.4
3
%
739
RIM=867.5584' OF 12" HDPE
@0.42%
739A
RIM=868.20 128' OF
15
"
RCP@0.94%
6" SAN LAT
INV = 859.9
FFE = 868.50
WWWWWWWWWWWFDCWWWWWWWWG G G G
LatT
4"6"DOMFIREW W W WG
GP WS
6"
25'
W
S
A
N
S
W
R
E
S
M
T
WWW
WM
WOUTDOOR
MECHANICAL YARD
RDC.O.RDRD C.O.TYPE II
C.O.TYPE II
C.O.TYPE II
C.O.
RD
C.O.
RDRDRD
12" HDPE
5 LF OF 10" HDPE
5 LF OF 10" HDPE
8" HDPE
8" HDPE
RIM=865.25
721
RIM=865.25
721A
RIM=866.80
711
RIM=864.00
26' OF 12" RCP
@0.59%
60' OF 12" RCP
@1.24%
75' OF 30" RCP
@0.47%
174' OF 36" RCP58' OF 12" RCP@2.75%NO PARKINGNO PA
R
KI
N
G
721B
RIM=864.40
77' OF 12" RCP@0.45%165
RIM=868.20
43' OF 15" RCP
@0.81%
725B
RIM=866.8330' OF 12" HDPE@3.37%725C
RIM=867.41
70' OF 36" RCP
@0.46%
167
RIM=865.98
38' OF
1
2
"
R
C
P
@2.49%
721C
RIM=867.80
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 726-737D
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
C518
PLAN & PROFILE
(STORM)
ALIGNMENT 739A-733
2 TAC COMMENTS 8/12/2019
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
4