Lake Wee-Ma-Tuk Dams - Long Lake Plan Sheets.pdf
PDF 22 MB Posted
- Attached to
- AML 2304 Wee Ma Tuk Dams
- Solicitation number
- 26-422DNR-MINES-B-50946
- Issued by
- Illinois
About this file
This document consists of plan sheets prepared by the State of Illinois Department of Natural Resources, Office of Mines & Minerals for the Lake Wee-Ma-Tuk Dams project, specifically detailing cross-sectional designs for the Long Lake Dam and adjacent Arapahoe Drive. The project encompasses modifications to four dams of concern: Long Lake, Stevens Lake, Hanks Lake, and McCamey Lake. The plan sheets present detailed engineering cross-sections at multiple stations (40+00 through 42+50) showing existing and proposed conditions, elevations, slopes, and structural specifications. Key construction elements specified include steel plate beam guardrails (Type A with 9-foot posts totaling 525 feet), traffic barrier terminals (Type 1 Special Tangent), storm sewer infrastructure (54-inch rubber gasket pipe, Class A, Type 2), and manhole specifications (7-foot and 8-foot diameter types). The sheets indicate normal pool elevation at 648.00 feet and reference multiple utility relocations including gas lines, water lines, telephone lines, and fiber optic cables that must be relocated prior to construction by others.
The plan sheets emphasize contractor responsibility for exercising extreme caution during excavation on embankments, particularly on the downstream face benches, to prevent damage to existing utilities. Gas line relocations are noted at multiple locations across the project site with the annotation that these relocations must be completed prior to construction initiation. The cross-sections display detailed elevation data, slope ratios ranging from 2.6:1 to 9.5:1, and measurements indicating embankment modifications and fill requirements. All sheets are dated 2024 and originate from the State of Illinois Department of Natural Resources, indicating this is a state-level infrastructure improvement project related to dam modification and safety improvements.
View the file
Other files
Show all 19
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
TON 100.00 25.00 25.00 25.00 25.00
63000003
63100167
STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS
TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT
550A2630
TON
63000003 63100167
9 FOOT
63000003
STEEL PLATE BEAM GUARDRAIL,
TYPE A, 9-FT POSTS - 525 FOOT
63100167
TRAFFIC BARRIER TERMINAL, TYPE
1 (SPECIAL) TANGENT
1 EACH
63100167
TRAFFIC BARRIER TERMINAL, TYPE
1 (SPECIAL) TANGENT
1 EACH
63100167
TRAFFIC BARRIER TERMINAL, TYPE
1 (SPECIAL) TANGENT
1 EACH
63100167
TRAFFIC BARRIER TERMINAL, TYPE
1 (SPECIAL) TANGENT
1 EACH
+0
-1
-2
-3
-4
-5
-6
-7
-8
-9
EX
. C
L
AR
AP
AH
O E
DR
PR
O P.
C L
AR
AP
AH
O
E
DR
+2
-1
-2
-3
-4
-5
-6
-7
-8
-9
EX
. C
L
AR
AP
AH
O E
DR
PR
O P.
C L
AR
AP
AH
O
E
DR
+5
-1
-2
-3
-4
-5
-6
-7
-8
-9
EX
PR
O
PE
RT
Y
LI
N
E
EX
. C
L
AR
AP
AH
O E
DR
PR
O P.
C L
AR
AP
AH
O
E
DR
+7
-1
-2
-3
-4
-5
-6
-7
-8
-9
EX
PR
O
PE
RT
Y
LI
N
E
EX
. C
L
AR
AP
AH
O E
DR
PR
O P.
C L
AR
AP
AH
O
E
DR
EX
PR
O
PE
RT
Y
LI
N
E
TE
L
W
AT
G
AS
TE
L
W
AT
G
AS
TE
L
W
AT
G
AS
TE
L
W
AT
G
AS
654.19
36.48 653.01
0.00 652.81
13.00
653.01 0.00
652.81
-13.00
1.
5%
1.
5%
652.80
0.00652.80
0.00
652.67 9.00
652.59 13.00
648.00 40.47
652.67
-9.00
652.59
-13.00
651.92
-18.00
643.71 -42.64
1.
5%
1.
5%
2.
0%
4.
9:
2.
0%
3.
0:
652.64 0.00652.64 0.00
652.50
9.00
652.42 13.00
648.00
34.13
652.50
-9.00
652.42
-13.00
651.76 -18.00
636.85 -62.74
1.
5%
1.
5%
2.
0%
3.
9:
2.
0%
3.
0:
N .P
.E
LE
V.
.0
N .P
.E
LE
V.
.0
N .P
.E
LE
V.
.0
652.55 -20.03
EXTRACTION_TYPE
REVISED
REVISED
REVISED
REVISED
BTM
RMM
Scale Station From Station To Contract
ILLINOIS
SECTIONF.A.P. RTE.
SCALE: SHEETS
Route Fulton
SHEET NO. OF
COUNTY
M
AT
CH
E
XI
ST
IN
G
STATE OF ILLINOIS
DEPARTMENT OF NATURAL RESOURCES
OFFICE OF MINES & MINERALS
LAKE WEE-MA-TUK 2024 23
SHEET
NO.
TOTAL
SHEETS
G
AS
L
IN
E
TO
B E
RE
LO
CA
TE
D
PR
IO
R
TO
C
O N
ST
RU
CT
IO
N B
Y O
TH
ER
S
G
AS
L
IN
E
TO
B E
RE
LO
CA
TE
D
PR
IO
R
TO
C
O N
ST
RU
CT
IO
N B
Y O
TH
ER
S
DATE
DESIGNED
CHECKED
DRAWN$MODELNAME$
USER NAME RMM=
PLOT DATE = $DATE$
CROSS SECTIONS
LONG LAKE DAM & PROP. ARAPAHOE DR
LE
G
EN
D
FO
FI
BE
R O
PT
IC
W
AT
W
AT
ER
L
IN
E
TE
L
- T
EL
EP
H O
N E
LI
N
E G
AS
G
AS
L
IN
E
N O
TE
: T
H E
CO
N
TR
AC
TO
R
IS
T
O U
SE
E
XT
RE
M E
CA
U
TI
O
N W
IT
H
R
ES
PE
CT
T O
A
LL
E
XC
AV
AT
IO
N
O N
TH
E
EM
BA
N
KM
EN
T
AN
D
ES
PE
CI
AL
LY
W
IT
H
RE
SP
EC
T
TO
T
H E
BE
N
CH
ES
O N
T H
E
DO
W N
ST
RE
AM
FA
CE
T
O P
RE
VE
N T
DA
M
AG
E
TO
U
TI
LI
TI
ES
IT
IS
TH
E
CO
N
TR
AC
TO
R' S
RE
SP
O N
SI
BI
LI
TY
T O
P
RE
VE
N
T
DA
M
AG
ES
T
O U
TI
LI
TI
ES
A S
A
RE
SU
LT
O F
CO
N
ST
RU
CT
IO
N A
CT
IV
IT
IE
S
RE
LA
TE
D
TO
T H
IS
PR
O
JE
CT
G
AS
L
IN
E
TO
B E
RE
LO
CA
TE
D
PR
IO
R
TO
C
O N
ST
RU
CT
IO
N B
Y O
TH
ER
S
G
AS
L
IN
E
TO
B E
RE
LO
CA
TE
D
PR
IO
R
TO
C
O N
ST
RU
CT
IO
N B
Y O
TH
ER
S
-1
-2
-3
-4
-5
-6
-7
-8
-9
EX
PR
O
PE
RT
Y
LI
N
E
EX
PR
O
PE
RT
Y
LI
N
E
EX
. C
L
AR
AP
AH
O E
DR
PR
O P.
C L
AR
AP
AH
O
E
DR
+2
-1
-2
-3
-4
-5
-6
-7
-8
-9
EX
PR
O
PE
RT
Y
LI
N
E
EX
PR
O
PE
RT
Y
LI
N
E
EX
. C
L
AR
AP
AH
O E
DR
PR
O P.
C L
AR
AP
AH
O
E
DR
+5
-1
-2
-3
-4
-5
-6
-7
-8
-9
EX
PR
O
PE
RT
Y
LI
N
E
EX
PR
O
PE
RT
Y
LI
N E
EX
. C
L
AR
AP
AH
O E
DR
PR
O P.
C L
AR
AP
AH
O
E
DR
+7
-1
-2
-3
-4
-5
-6
-7
-8
-9
EX
PR
O
PE
RT
Y
LI
N
E
EX
PR
O
PE
RT
Y
LI
N E
EX
. C
L
AR
AP
AH
O E
DR
PR
O P.
C L
AR
AP
AH
O
E
DR
TE
L
W
AT
G
AS
TE
L
W
AT
G
AS
TE
L
W
AT
G
AS
TE
L
W
AT
G
AS
635.77 90.00
649.32 30.27
652.52 0.00652.52 0.00
652.39 9.00
652.31
13.00
648.00 31.76
652.39 -9.00
652.31 -13.00
651.64 -18.00
632.47
-75.51
1.
5%
1.
5%
2.
0%
3.
5:
2.
0%
3.
0:
652.45 0.00652.45 0.00
652.32 9.00
652.24 13.00
648.00 35.99
652.32
-9.00
652.24 -13.00
651.57 -18.00
632.30 -75.82
1.
5%
1.
5%
2.
0%
4.
4:
2.
0%
3.
0:
652.43 0.00652.43 0.00
652.29 9.00
652.21 13.00
648.00
32.91
652.29 -9.00
652.21 -13.00
651.55 -18.00
638.22 -57.99
1.
5%
1.
5%
2.
0%
3.
8:
2.
0%
3.
0:
652.42 0.00652.42 0.00
652.20 13.00
652.28 9.00
648.00 47.67
652.28 -9.00
652.20 -13.00
651.53 -18.00
651.53 -18.00
643.63 -41.72
1.
5%
1.
5%
2.
0%
6.
7:
2.
0%
3.
0:
N .P
.E
LE
V.
.0
N .P
.E
LE
V.
.0
N .P
.E
LE
V.
.0
N .P
.E
LE
V.
.0
EXTRACTION_TYPE
DATE
DESIGNED
CHECKED
DRAWN$MODELNAME$
USER NAME RMM=
PLOT DATE = $DATE$
REVISED
REVISED
REVISED
REVISED
BTM
RMM
Scale Station From Station To Contract
ILLINOIS
SECTIONF.A.P. RTE.
SCALE: SHEETS
Route Fulton
SHEET NO. OF
COUNTYSTATE OF ILLINOIS
DEPARTMENT OF NATURAL RESOURCES
OFFICE OF MINES & MINERALS
F
T
LAKE WEE-MA-TUK 2024 24
SHEET
NO.
TOTAL
SHEETS
G
AS
L
IN
E
TO
B E
RE
LO
CA
TE
D
PR
IO
R
TO
C
O N
ST
RU
CT
IO
N B
Y O
TH
ER
S
G
AS
L
IN
E
TO
B E
RE
LO
CA
TE
D
PR
IO
R
TO
C
O N
ST
RU
CT
IO
N B
Y O
TH
ER
S
G
AS
L
IN
E
TO
B E
RE
LO
CA
TE
D
PR
IO
R
TO
C
O N
ST
RU
CT
IO
N B
Y O
TH
ER
S
G
AS
L
IN
E
TO
B E
RE
LO
CA
TE
D
PR
IO
R
TO
C
O N
ST
RU
CT
IO
N B
Y O
TH
ER
S
CROSS SECTIONS
LONG LAKE DAM & PROP. ARAPAHOE DR
LE
G
EN
D
FO
FI
BE
R O
PT
IC
W
AT
W
AT
ER
L
IN
E
TE
L
- T
EL
EP
H O
N E
LI
N
E G
AS
G
AS
L
IN
E
N O
TE
: T
H E
CO
N
TR
AC
TO
R
IS
T
O U
SE
E
XT
RE
M E
CA
U
TI
O
N W
IT
H
R
ES
PE
CT
T O
A
LL
E
XC
AV
AT
IO
N
O N
TH
E
EM
BA
N
KM
EN
T
AN
D
ES
PE
CI
AL
LY
W
IT
H
RE
SP
EC
T
TO
T
H E
BE
N
CH
ES
O N
T H
E
DO
W N
ST
RE
AM
FA
CE
T
O P
RE
VE
N T
DA
M
AG
E
TO
U
TI
LI
TI
ES
IT
IS
TH
E
CO
N
TR
AC
TO
R' S
RE
SP
O N
SI
BI
LI
TY
T O
P
RE
VE
N
T
DA
M
AG
ES
T
O U
TI
LI
TI
ES
A S
A
RE
SU
LT
O F
CO
N
ST
RU
CT
IO
N A
CT
IV
IT
IE
S
RE
LA
TE
D
TO
T H
IS
PR
O
JE
CT
-1
-2
-3
-4
-5
-6
-7
-8
-9
EX
PR
O
PE
RT
Y
LI
N
E
EX
PR
O
PE
RT
Y
LI
N
E
EX
. C
L
AR
AP
AH
O E
DR
PR
O P.
C L
AR
AP
AH
O
E
DR
+2
-1
-2
-3
-4
-5
-6
-7
-8
-9
EX
PR
O
PE
RT
Y
LI
N
E
EX
PR
O
PE
RT
Y
LI
N
E
EX
. C
L
AR
AP
AH
O E
DR
PR
O P.
C L
AR
AP
AH
O
E
DR
+5
-1
-2
-3
-4
-5
-6
-7
-8
-9
EX
PR
O
PE
RT
Y
LI
N
E
EX
PR
O
PE
RT
Y
LI
N
E
EX
. C
L
AR
AP
AH
O E
DR
PR
O P.
C L
AR
AP
AH
O
E
DR
+3
-1
-2
-3
PR
O
P.
C
L
AR
AP
AH
O E
DR
EX
PR
O
PE
RT
Y
LI
N
E
EX
PR
O
PE
RT
Y
LI
N
E
EX
. C
L
AR
AP
AH
O E
DR
TE
L
W
AT
G
AS
TE
L
W
AT
G
AS
TE
L
W
AT
G
AS
N O
TE
: C
RO
SS
S
EC
TI
O
N
IS
SH
O
W N
A
LO
N G
S
KE
W O
F
PI
PE
652.40 0.00652.40 0.00
652.27 9.00
652.19
13.00
648.00 41.63
652.27 -9.00
652.19 -13.00
651.52 -18.00
646.11 -34.22
1.
5%
1.
5%
2.
0%
5.
5:
2.
0%
3.
0:
652.39 0.00652.39 0.00
652.25 9.00
652.17
13.00
648.00
39.62
652.25
-9.00
652.17 -13.00
649.03 -29.56
1.
5%
1.
5%
2.
0%
5.
1:
2.
0%
4.
0:
652.38 0.00652.38 0.00
652.16 14.09
652.24 9.76
650.58
38.18
652.25
-9.76
652.17 -14.08
648.00
61.02
1.
4%
1.
4%
1.
9%
9.
5:
9.
2:
9.
1:
1.
8%
1.
8%
4.
1:
4.
3:
4.
5:
8.
8:
652.37 0.00652.37 0.00
652.24 9.00
652.16 13.00
648.00
57.48
652.24
-9.00
652.16 -13.00
651.39 -17.60
1.
5%
1.
5%
2.
0%
8.
6:
2.
0%
2.6 :1
N .P
.E
LE
V.
.0
N .P
.E
LE
V.
.0
N .P
.E
LE
V.
.0
N .P
.E
LE
V.
.0
ST
O
RM
S
EW
ER
, R U
BB
ER
G
AS
KE
T, CL
AS
S A, T
YP
E
G
AS
EXTRACTION_TYPE
RM
M
REVISED
REVISED
REVISED
REVISED
BTM
RMM
Scale Station From Station To Contract
ILLINOIS
SECTIONF.A.P. RTE.
SCALE: SHEETS
Route Fulton
SHEET NO. OF
COUNTY
F
T
F
T
STATE OF ILLINOIS
DEPARTMENT OF NATURAL RESOURCES
OFFICE OF MINES & MINERALS
CROSS SECTIONS
LONG LAKE DAM & PROP. ARAPAHOE DR LAKE WEE-MA-TUK 2024 25
SHEET
NO.
TOTAL
SHEETS
G
AS
L
IN
E
TO
B E
RE
LO
CA
TE
D
PR
IO
R
TO
C
O N
ST
RU
CT
IO
N B
Y O
TH
ER
S
DATE
DESIGNED
CHECKED
DRAWN$MODELNAME$
USER NAME RMM=
PLOT DATE = $DATE$
M
AN
H O
LE
S, T
YP
E A, ' D
IA
M
ET
ER
, W
IT
H
SP
EC
IA
L
FR
AM
E
AN
D
G
RA
TE
M
AN
H O
LE
S, T
YP
E A, ' D
IA
M
ET
ER
TY
PE
F
RA
M E, C
LO
SE
D
LI
D
LE
G
EN
D
FO
FI
BE
R O
PT
IC
W
AT
W
AT
ER
L
IN
E
TE
L
- T
EL
EP
H O
N E
LI
N
E G
AS
G
AS
L
IN
E
N O
TE
: T
H E
CO
N
TR
AC
TO
R
IS
T
O U
SE
E
XT
RE
M E
CA
U
TI
O
N W
IT
H
R
ES
PE
CT
T O
A
LL
E
XC
AV
AT
IO
N
O N
TH
E
EM
BA
N
KM
EN
T
AN
D
ES
PE
CI
AL
LY
W
IT
H
RE
SP
EC
T
TO
T
H E
BE
N
CH
ES
O N
T H
E
DO
W N
ST
RE
AM
FA
CE
T
O P
RE
VE
N T
DA
M
AG
E
TO
U
TI
LI
TI
ES
IT
IS
TH
E
CO
N
TR
AC
TO
R' S
RE
SP
O N
SI
BI
LI
TY
T O
P
RE
VE
N
T
DA
M
AG
ES
T
O U
TI
LI
TI
ES
A S
A
RE
SU
LT
O F
CO
N
ST
RU
CT
IO
N A
CT
IV
IT
IE
S
RE
LA
TE
D
TO
T H
IS
PR
O
JE
CT
G
AS
L
IN
E
TO
B E
RE
LO
CA
TE
D
PR
IO
R
TO
C
O N
ST
RU
CT
IO
N B
Y O
TH
ER
S
G
AS
L
IN
E
TO
B E
RE
LO
CA
TE
D
PR
IO
R
TO
C
O N
ST
RU
CT
IO
N B
Y O
TH
ER
S
G
AS
L
IN
E
TO
B E
RE
LO
CA
TE
D
PR
IO
R
TO
C
O N
ST
RU
CT
IO
N B
Y O
TH
ER
S
File details come from the government source that posted it. Updated .