C-100_revised_plan_sheet_AMD_0002.pdf
PDF 1 MB Posted
- Attached to
- Lake Street Sanitary and Storm Sewer Improvements Section 219, Gary, Lake County, Indiana
- Solicitation number
- W912P617B0008
About this file
This File Contains the Revised Drawing Sheet "C-100" and is a part of Amendment 0002
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Text version
SD
SD
SD
SD
SDSDSDSD
SD
SD
SAN SAN SAN SAN
" 14 " 8" 8" 16
6"
8"
4"
W W
W W
W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W W
W W
OTR
O
TR
CATVCATVCATVCATV
CATV
CATV
CATV CATV CATV CATV CATV
1 story stucco
3 story brick
1 story brick and stucco 2 story brick
2 story brick and stucco
CENTIER BANK
(6 " c on c cu rb
(6" conc curb)
(6" conc curb)
(6" conc curb)
(6 " c on c cu rb
(6" conc curb)
(3' chain link fence)
(4' chain link fence)
(deck)
FFE-607.90FFE-607.60
FFE-608.44FFE-608.38
FFE-607.80
(metal post and chain fence) base only
4" wooden sign step step step step
(asphalt)
(asphalt)
(asphalt)
(asphalt)
(asphalt)
(brick)
(brick)
(conc walk)
(conc)
(conc)
(conc)
(c on c)
(conc)
(porch)
(conc)
(conc)
(grass)
(grass)
(grass) (grass)
(grass)
(planter)
(planter)
(planter)
(planter)
(planter)
(p la nt er
(planter)
(planter)
(stone)
(stone)
(stone planter)
RES:632RES:642
RES:644RES:646
RES:650
(brick)(brick)(brick)(brick)
(guard rail) (guard rail)(conc)
(grass)
(conc)
(asphalt)
(brick)(brick)
FFE-607.80
RES:CHASE BANK
(p la nt er
(g ra ss
(brick)
(c on c w al k)
(conc walk)
(metal post and chain fence) (grass)
(planter) step step
(2'brick wall)
FFE-611.71
RES:665
(2'brick wall)
(24"metal sign)
(R R sw in g ar m
(base only) (6" conc curb)
(asphalt) (bus shelter)conc wall
(guardrail) (bench)
(bench)
(conc walk)
(conc walk)
(6" conc curb)
(flag pole)
(conc)
(walk)
(conc)
(conc)
(asphalt) str no 1 exist curb inlet tr:607.56 inv(ne):604.63 str no 3 exist drainage inlet tr:607.15 inv(sw):603.92 inv(ne):603.54 inv(nw):603.95 inv(w):603.35 str no 2 exist curb inlet tr:607.22 inv(sw):604.85 str no 18 exist curb inlet tr:606.79 inv(n):604.72 str no 25 exist curb inlet tr:606.47 inv(s):604.47 inv(sw):604.42 str no 21 exist sanitary mh tr:607.02 inv(e):594.17 inv(n):594.15
INV(W):604.09
str no 24 exist curb inlet tr:606.52 inv(e):604.22 str no 26 exist curb inlet tr:606.35 inv(se):604.60
E
608607
15" vcp
SAN
SAN
SAN
SAN
CPT #530
g g g g g g g g g g g g str no 4 exist curb inlet tr:606.82 inv(se):604.17
COMM
COMM
COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
C O
M M
SD
SD
SD
SD
SDSDSDSD
12" RCP
" R
C P
12" RCP
12" RCP
12" D.I.
" R
C P
12" RCP
12" CPP
12" CPP 12" CPP
14+50 15+00 16+00 17+00 15+50 16+50 17+50
15+00
14+50
STR. NO. 203
TYPE C-4 MANHOLE
STA. 16+45.59, 21.7' LT.
STR. NO. 204
TYPE K-4 MANHOLE
STA. 16+60.59, 21.7' LT.
STR. NO. 201
TYPE C-4 MANHOLE
STA. 14+35.73, 21.8' LT.
12" CPP
12" CPP
STR. NO. 200
TYPE C-4 MANHOLE
STA. 15+34.93, 19.0' LT.
SD
12" RCP
12" R
CP
SD
" R
C P
LAKE STREET
IN
V(
S) :6
.6
IN
V( N
):6
.7
IN
V(
E) :6
.5
TY
PE
C -4
M
AN
H O
LE
TR
:6
.9
ST
A:
+4
ST
R . N
O . 2
IN
V(
N W
):6
.0
IN
V(
N E)
:6
.8
IN
V(
N E)
:6
.5
IN
V(
S) :6
.7
IN
V( N
):6
.8
TY
PE
K -4
M
AN
H O
LE
TR
:6
.9
ST
A:
+6
ST
R . N
O . 2
IN
V(
W ):6
.5
IN
V( N
E) :6
.8
IN
V( S)
:6
.4
TY
PE
C -4
M
AN
H O
LE
TR
:6
.8
ST
A:
+6
ST
R . N
O . 2
15 LF OF 12" CPP
@ 0.50% SLOPE
108 LF OF 12" CPP
@ 0.50% SLOPE
EXISTING GROUND
(ROAD )
19 LF OF 12" CPP
@ 0.00% SLOPE
14+00
7.
15+00
7.
7.
16+00
7.
7.
17+00
7.
7.
6 LF OF 12" CPP
@ 0.00% SLOPE
IN
V(
E) :6
.5
IN
V( S)
:6
.9
IN
V(
N ):6
.6
TY
PE
C -4
M
AN
H O
LE
TR
:6
.3
ST
A:
+3
ST
R . N
O . 2
TOP OF STRUCTURE: 603.50
BOTTOM OF STRUCTURE: 599.00
18" NO. 2 STONE (TYP.)
O
VE
R
FL
O W
6" NO. 2 STONE (TYP.)
INV:600.50INV:600.60 INV:600.60
EXISTING GROUND
(PROP. PIPE )
ex is tin g w at er m ai n ex is tin g w at er m ai n
IN
V(
N E)
:6
.3
IN
V(
N ):6
.0
IN
V(
SW
):6
.3
TY
PE
C -4
M
AN
H O
LE
TR
:6
.4
ST
A:
+2
ST
R . N
O . 2
10 LF OF 12" CPP
@ 0.50% SLOPE
176 LF OF 30" CPP ARCH WITH
END CAPS EACH END
@ 0.00% SLOPE
FULL DEPTH COMPACTED
GRANULAR BACKFILL (TYP.)
SHEET KEYNOTES
1. SEE SANITARY PLANS FOR SANITARY LATERAL RECONNECTION AND NEW
SANITARY SEWER.
1. REFER TO DETAIL SHEET C-500, CHAMBER SECTION B.
2. CORE DRILL EXISTING STRUCTURES TO BE REVISED TO ACCEPT NEW PIPE.
3. SEAL PIPE TO STRUCTURE WITH KOR-N-SEAL, LINK SEAL, OR EQUAL.
4. SEE STRUCTURE DATA TABLE FOR SIDE LINES.
5. NATIVE MATERIAL MAY BE USED AS GRANULAR BACKFILL ABOVE PIPES AND
STRUCTURES, IF IT MEETS INDOT B BORROW SPECIFICATIONS.
6. GRANULAR BACKFILL REQUIRED ABOVE INFILTRATION CHAMBERS.
GENERAL SHEET NOTES
D1 PLAN STA. 14+50 TO STA. 17+50
SCALE: 1"=20'
A1 PROFILE STA. 14+50 TO STA. 17+50
SCALE: HOROIZONTAL 1"=20', VERTICAL 1"=5'
N
20' 40'0
20' 40'0 0 5' 10'
9/
/1
JC
M
M
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KM
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4+
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BID SETPLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 9:40 AM EDITED BY: JGRIFFITH DRAWING FILE: P:\2017\00695\D. DRAWINGS\ENVIRONMENTAL\C-100-C-113 - STRM-PP.DWG
STATE OF
PE60860328
LI
M
IT
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O R
K
ST
A.
4+
.0
M
AT
C H
L
IN
E
ST
A.
7+
.0
176'x16' INFILTRATION
CHAMBER (SEE NOTE 1)
LAKE STREET
7T H
AV
EN
UE
RA
IL
RO
AD
M
AT
C H
L
IN
E
ST
A.
7+
.0
OVERFLOW PIPE WITH
IN-LINE CHECK VALVE
(TBA)
12" CPP @ 0.0% SLOPE
12" CPP @ 0.0% SLOPE
6T H
PL
AC
E
IN CONTRACTNOT IN CONTRACT
AD
D
EN
D
A #3
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