C-600_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-600" and is a part of Amendment 0002
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
ex 1 14+83.02, 54.91 LT., LAKE STREET_ existing inlet 607.56 2.93 ex 4 14+19.30, 45.66 LT., LAKE STREET existing inlet 606.82 2.65 ex 2 14+46.42, 24.76 RT., LAKE STREET existing inlet 607.22 4.37 ex 3 15+21.33, 36.60 LT., LAKE STREET_ existing manhole 607.15 5.61
200 14+26.50, 18.98 LT., LAKE STREET TYPE C-4 MANHOLE 607.46 9.46 12 10 602.00 601.95 0.50% 201
12 42 604.63 603.92 1.70% ex 3
12 11 604.17 603.95 2.00% ex 3
12 22 603.54 603.32 1.00% 200
12 49 604.85 604.36 1.00% 200
201 14+35.73, 21.79 LT., LAKE STREET TYPE C-4 MANHOLE 607.39 6.79 12 6 600.60 600.60 0.00% ex 24 16+78.60, 30.22 LT., LAKE STREET existing inlet 606.52 4.30 ex 18 16+35.39, 25.16 RT., LAKE STREET existing inlet 606.79 4.07 ex 28 17+89.90, 22.17 RT., LAKE STREET existing inlet 606.81 4.92 ex 26 17+69.01, 30.53 LT., LAKE STREET existing inlet 606.35 3.85
203 16+45.59, 21.71 LT., LAKE STREET TYPE C-4 MANHOLE 606.96 6.36
12 20 604.22 604.02 1.00% 204
12 108 601.42 600.88 0.50% 204
12 15 600.78 600.70 0.50% 203
12 19 600.60 600.60 0.00%
12 10 604.60 604.50 1.00% 205
16+60.59, 21.69 LT., LAKE STREET
17+69.02, 20.71 LT., LAKE STREET
TYPE K-4 MANHOLE
TYPE C-4 MANHOLE
606.96
606.80
8.96
5.38
12 51 604.72 604.47 0.49% ex 25
12 48 604.36 603.88 1.00% 205
12 35 603.53 603.18 1.00% 206ex 44 22+57.98, 26.60 LT., LAKE STREET existing inlet 605.93 4.40 ex 46 22+72.80, 30.34 RT., LAKE STREET existing inlet 605.79 4.86 ex 49 23+10.49, 30.55 RT., LAKE STREET existing inlet 605.90 4.50
208 23+02.32, 6.87 RT., LAKE STREET TYPE K-4 MANHOLE 606.80 4.82
ex 51 24+47.99, 30.48 RT., LAKE STREET existing inlet 605.86 4.64 ex 52 24+52.33, 30.30 LT., LAKE STREET existing inlet 605.44 4.25
209 24+39.25, 6.88 RT., LAKE STREET TYPE C-4 MANHOLE 606.55 9.77
210 24+59.25, 6.88 RT., LAKE STREET TYPE C-4 MANHOLE 606.55 5.95
12 38 602.93 602.55 1.00% 208
12 25 603.40 603.15 1.00% 208
12 137 601.98 601.30 0.50% 209
12 20 600.80 600.70 0.50% 210
12 6 600.60 600.60 0.00%
12 25 603.22 602.97 1.00% 209
12 39 603.19 602.80 1.00% 209 ex 56 27+01.21, 30.33 LT., LAKE STREET existing inlet 606.74 4.55 12 50 604.19 603.68 1.00% 212
STRUCTURE DATA INFORMATION PIPE DATA INFORMATION OUTLET INFORMATION
PAY CATEGORY AND COMMENTS
ST
R
U C
TU
R
E N
U M
BE
R
LOCATION
STRUCTURE TYPE
(MANHOLE, SIZE, INLET,
CATCH BASIN, OR
SPECIALTY)
R
IM
E
LE
VA
TI
O N
ST
R
U C
TU
R
E D
EP
TH PIPE
SIZE
LE
N
G
TH
PIPE MATERIAL
OR TYPE
U
PS
TR
EA
M P
IP
E
IN
VE
R T
ST
R U
C
TU
R E
IN
VE
R T)
D O
W N
ST
R
EA
M
P
IP
E
IN
VE
R
T
BA
C
KF
IL
L
TY
PE
C
LA
SS
I
R
IP
R
AP
C
LA
SS
II
R
IP
R
AP
R
EV
ET
M
EN
T
R
IP
R
AP
G
EO
TE
XT
IL
ES
PI
PE
S
LO
PE
C O
N N
EC
T
TO
ST
R U
C
TU
R E
N O
ft. in. ft. TON TON TON SYS.
RCP CLASS IV
RCP CLASS IV
RCP CLASS IV
RCP CLASS IV
CPP
CPP SEE INFILTRATION CHAMBER B PROFILE & DETAIL
SHEETS C-100 & C-500
DI CLASS 350
OVERFLOW
RCP CLASS IV
RCP CLASS IV
RCP CLASS IV
RCP CLASS IV
CPP SEE INFILTRATION CHAMBER B PROFILE & DETAIL
SHEETS C-100 & C-500
RCP CLASS IV OVERFLOW
CPP
CPP
RCP CLASS IV
RCP CLASS IV
RCP CLASS IV
RCP CLASS IV
RCP CLASS IV
CPP
RCP CLASS IV
RCP CLASS IV
RCP CLASS IV
CPP
CPP
CPP SEE INFILTRATION CHAMBER C PROFILE & DETAIL
SHEETS C-102 & C-500
RCP CLASS IV
OVERFLOW
204 16+60.59, 21.69 LT., LAKE STREET TYPE K-4 MANHOLE 606.96 8.96 12 41 604.50 604.09 1.00% ex 21 ex 25 16+86.67, 25.30 RT., LAKE STREET existing inlet 606.47 4.05 12 54 604.42 603.89 1.00% 204 ex 21 16+69.12, 18.07 RT., LAKE STREET existing manhole 607.02 4.93 ex 58 27+33.83, 28.28 RT., LAKE STREET existing manhole 607.06 5.71
206 22+67.32, 6.87 RT., LAKE STREET TYPE K-4 MANHOLE 606.68 4.42
207 22+67.11, 48.12 LT., LAKE STREET TYPE C-4 MANHOLE 606.06 3.42
ex 207b 22+56.73, 89.75 LT., LAKE STREET existing inlet 605.68 2.50 ex 207a 22+84.94, 61.58 LT., LAKE STREET existing inlet 605.83 4.87
12 35 602.26 602.08 0.50% 208
12 55 602.64 602.36 0.50% 206
12 43 603.18 602.75 1.00% 207
12 22 602.96 602.74 1.00% 207
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AM
ER
IC
AN
S
TR
U C
TU
R
E
PO
IN
T, IN
C
S
H
AD
EL
AN
D S
TA
TI
O N
IN
D
IA
N
AP
O
LI
S, IN
D
IA
N
A
2-
C H
IC
AG
O D
IS
TR
IC
T
C H
IC
AG
O , I
LL
IN
O
IS
-1
4-
AN
SI
D
W
1P -1
7- B-
G
AR
Y
SA
N
IT
AR
Y
D
IS
TR
IC
T
LA
KE
S
TR
EE
T
SA
N
IT
AR
Y
AN
D
S
TO
R M
S
EW
ER
IM
PR
O
VE
M
EN
TS
BID SETPLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 3:40 PM EDITED BY: JGRIFFITH DRAWING FILE: P:\2017\00695\D. DRAWINGS\ENVIRONMENTAL\C-600-C-602 - DRN-TBL.DWG
STATE OF
PE60860328
9/
/1
JC
M
M
JG
KM
B
C
LF
ST
R
U C
TU
R
E D
AT
A
TA
BL
E D
R
AI
N
AG
E
IM
PR
O
VE
M
EN
TS
C-600A1 DRAINAGE IMPROVEMENTS STRUCTURE DATA TABLE
AD
D
EN
D
A #3
NOTE: SUMP DEPTH IS INCLUDED IN THE
STRUCTURE DEPTH COMPUTATION.
| Sheets and Views |
| Layout1 |
File details come from the government source that posted it. Updated .