FY14_Cat_Island_Road_Rehabilitation_Plans_RTA.pdf
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MINNESOTA
WISCONSIN
MICHIGAN
ILLINOIS
INDIANA
OHIO
LAKE SUPERIOR
GEORGIAN
BAY
CANADA
0 5025 75 100
LAKE HURON
MICHIGAN
LAKE
US Army Corps of Engineers
Detroit District
N
LOCATION MAP
SCALE OF MILES
CHICAGO
DETROIT
LANSING
GREEN BAY
TOLEDO
PROJECT
LOCATION
I N T E R
N A T I
O N
A L
BOUNDARY
CANADA
LA
KE
ERI
E
INTERNATIONAL
BOUNDARY
VICINITY MAP
PROJECT SITE MAP
BROWN COUNTY
CAT ISLAND ROAD REHABILITATION
GREEN BAY, WISCONSIN
NO SCALE
I-43
U S
SHAWANO
W MASON
V E L P
UNIVERSITY
M A I
N
S T
AIRPORT DR
A S
H L
A
D
A V
E
M I
L I
T A
R Y
MEMORIAL DR
LINEVILLE
L A
K E
V I
E W
V E
L P
R
W E
B S
T E
R
M O
N R
O E
LOMBARDI DR
CAT ISLAND
N
PROJECT SITE
GREEN BAY
B A
Y S
H O
E
PORT
BAY
NO SCALE
N
DRAWING TITLE
DRAWING INDEX
SHT. NO.
01 PROJECT TITLE SHEET
02 EXISTING PLAN STA. 0+00 TO STA. 10+00
ID
GI001
CP101
CP102
CP103
CP104
CP105
CP106
CP107
CP301
RR101
03 EXISTING PLAN STA. 10+00 TO STA. 21+30
10 REAL ESTATE PLAN
09 EXISTING AND REQUIRED CROSS SECTIONS
04 EXISTING PLAN STA. 21+30 TO STA. 32+50
05 EXISTING PLAN STA. 32+50 TO STA. 43+70
06 EXISTING PLAN STA. 43+70 TO STA. 54+90
07 EXISTING PLAN STA. 54+90 TO STA. 59+61
08 EXISTING PLAN STA. 59+61 TO STA. 64+98
V E L P
LINEVILLE
L A
K E
V I
E W
V E
CAT ISLAND
GREEN BAY
B A
Y S
H O
PORT
BAY
END OF PROJECT
START OF PROJECT
LEGEND
= POWER POLE
= OVER HEAD POWER LINE
= APPROX RIGHT-OF-WAY
= SECTION LINE
= CENTER LINE ROAD
=BM1
ELEV. = 584.49
GATE AT THE END OF BAYSHORE DRIVE.
APPROXIMATLEY 80’ NORTH OF THE
RAILROAD SPIKE IN POWER POLE
=BM2
ELEV. = 583.69
AND BAYSHORE DRIVE.
THE INTERSECTION OF LINEVILLE ROAD
LOCATED AT THE NORTHEAST CORNER OF
RAILROAD SPIKE IN LIGHT POLE
=BM3
ELEV. = 589.21
AND NORTH LAKEVIEW DRIVE.
THE INTERSECTION OF LINEVILLE ROAD
LOCATED AT THE SOUTHEAST CORNER OF
RAILROAD SPIKE IN POWER POLE 16VV1
= GUY WIRE
= SECTION CORNER
= EDGE OF PAVEMENT
BENCH MARKS
GENERAL NOTES
= DITCH CENTERLINE
= EDGE OF GRAVEL / PROJECT LIMITS
THIER EMPLOYMENT AS REQUIRED BY ER 1110-1-8152
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF
SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS
THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF
GI-001
PHILLIP C. ROSS P.E., CHIEF GEOTECH & STRUCTURES BRANCH
WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH
MICHAEL K. O’BRYAN P.E., CHIEF ENGINEERING & TECHNICAL SERVICES
P R
O J E
C T T
IT
L E S
H E
E T
//s// WILLIAM D. MERTE P.E.
//s// PHILLIP C. ROSS P.E.
//s// MICHAEL K. O’BRYAN P.E.
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IDENTIFICATION
SHEET
D A
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A P
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SHEET OF
fi
Detroit District of Engineers
US Army Corps
A
U G
R
E A
D Y T
O A
D V
E R
T
IS
E
AUGUST 2014.
INTERCHANGE RAMPS WILL BE CLOSED FOR 60 DAYS STARTING 18
11. CONTACTOR IS INFORMED THAT THE US-41/LINEVILLE ROAD
SHOWN IS SHOWN AS REQUIRED.
10. PAVEMENT WORK UNDER THIS CONTRACT FOR THE CONDITIONS
LABORATORIES.
SECTION 04 45 00.00 10 PARAGRAPH 3.7.2 FOR LIST OF
LABORATORY FOR ALL QC TESTING. SEE SPECIFICATIONS
9. CONTRACTOR IS REQUIRED TO USE USACE VALIDATED TESTING
ARE REMOVED OR DAMAGED DURING CONSTRUCTION.
SIGNS, MAILBOXES, AND OTHER ROADWAY APPURTENANCES THAT
8. CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY EXISTING
DISTURBED.
7. ALL UNDERGROUND AND OVERHEAD UTILTIES ARE NOT TO BE
PRIOR TO EXCAVATION.
ONE-CALL CENTER AT (800) 242-8511 FOR UTILITY LOCATING
6. CONTRACTOR IS RESPONSIBLE FOR CONTACTING WISCONSIN
CORNER SURVEY MONUMENTS.
5. CONTRACTOR IS RESONPSIBLE FOR RESETTING SECTION
FROM THE CONTRACTING OFFICER.
4. NO TREES OR SHRUBS SHALL BE REMOVED WITHOUT APPROVAL
WITH A LEVEL ROD.
RANGE POLE WITH A REFLECTOR AND A CARL ZEISS Ni2 LEVEL
JUNE 2014, USING A LEICA TPS 1203+ TOTAL STATION, A
AREA OFFICE, KEWAUNEE SUB OFFICE SURVEY PARTY ON 16 & 17
3. THE SURVEY SHOWN WAS CONDUCTED BY THE LAKE MICHIGAN
VERTICAL DATUM 1988 (NAVD 88).
2. VERTICAL DATA IS REFERENCED TO THE NORTH AMERICAN
BROWN COUNTY COORDINATE SYSTEM, US SURVEY FOOT.
1. THE COORDINATE GRID SYSTEM SHOWN IS REFERENCED TO THE
R T
H
L
A K
E V
IE
W D
R
IV
C .T .H "J
60" CMP
DO NOT DISTURB
12" CMP
LINEVILLE ROAD
LINEVILLE ROAD
PLAN
SCALE: 1"=20’
M A T
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H E E T
M A T
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IDENTIFICATION
SHEET
D A
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A P
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SHEET OF
fi
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A AF
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P S
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P r o f it .S u b m it
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V a g in e e r
Detroit District of Engineers
US Army Corps
A
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R
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D Y T
O A
D V
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T
IS
E
BITUMINOUS PAVEMENT
B I
T U
M I
N O
U
V E
M E
N T
N: 595324.4955
E: 93655.3963
START OF PROJECT
BITUMINOUS PAVEMENT
0+00
1+00 2+00 3+00
4+00
5+00 6+00 7+00 8+00
9+00 10+00
.4
.6
.7
.1
.3
.5
.8
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.0
.0
.2
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.3
1.
S T
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B
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DO NOT DISTURB
BOX CULVERT
DO NOT DISTURB
BOX CULVERT
LINEVILLE ROAD
LINEVILLE ROAD
LINEVILLE ROAD
PLAN
SCALE: 1"=20’
M A T
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S
H E E T
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M A T
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A
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BITUMINOUS PAVEMENT
GRAVEL OVER PAVEMENTBITUMINOUS PAVEMENT BITUMINOUS PAVEMENT
11+00 12+00 13+00 14+00 15+00
16+00 17+00 18+00 19+00 20+00 21+00
.2
.7
DO NOT DISTURB
60" CMP
DO NOT DISTURB
15" CMP
DO NOT DISTURB
15" CMP
DO NOT DISTURB
15" CMP
DO NOT DISTURB
18" CMP
DO NOT DISTURB
15" CMP DO NOT DISTURB
15" CMP
DO NOT DISTURB
60" CMP
LINEVILLE ROAD
LINEVILLE ROAD
N
CP103
M A T
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S
H E E T
M A T
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S
H E E T
M A T
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T
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H E E T
M A T
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SCALE: 1"=20’
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A
U G
R
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T
IS
E
WALKING TRAIL
BITUMINOUS PAVEMENT
BITUMINOUS PAVEMENT
(DO NOT DISTURB)
LANDSCAPE TIMBER
22+00 23+00 24+00
26+00
27+00 28+00 29+00 30+00
32+00
18" CMP
CENTERLINE = 19.0’
CLEARANCE AT
POWER LINE
LINEVILLE ROAD
LINEVILLE ROAD
N
M A T
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S
H E E T
M A T
E
S
H E E T
M A T
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SCALE: 1"=20’
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BITUMINOUS PAVEMENT PAVEMENT
GRAVEL OVER
S T
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R A
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
Detroit District of Engineers
US Army Corps
A
U G
R
E A
D Y T
O A
D V
E R
T
IS
E
33+00 34+00 35+00 36+00 37+00 38+00
39+00 40+00 41+00
42+00 43+00
42" CMP
DO NOT DISTURB
15" CMP
LINEVILLE ROAD
LINEVILLE ROAD
PLAN
SCALE: 1"=20’ CP105
M A T
E
S
H E E T
M A T
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H E E T
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IDENTIFICATION
SHEET
D A
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A P
P R
SHEET OF
fi
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A AF
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US Army Corps
A
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E
GRAVEL OVER PAVEMENT
GRAVEL OVER PAVEMENT
TOE SLOPE
44+00 45+00 46+00
47+00 48+00 49+00
50+00
51+00
52+00 53+00 54+00
TOE SLOPE
GRAVEL EDGE
GRAVEL EDGE
PAVMENT EDGE
PAVMENT EDGE
PAV CEN
POWER POLE
S T
U R
B
M P
B A
Y S
H O
R E D
R
IV
E
56+00
PAVEMENT EDGE = 19.0’
CLEARANCE AT
POWER LINE
LINEVILLE ROAD
PLAN
SCALE: 1"=20’
CP106
M A T
E
S
H E E T
MATCH LINE SHEET 8
N
S T
A T
O
E X
IS
T
IN
G P
L A
N
D
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
A W
W
X K -1
-B -0
E B
A W
A
U G
P R
O S
S
B R
O W
N C
O U
N T
Y C
A T I S
L A
N D R
O A
D R
E H
A B
IL
IT
A T
IO
N G
R E
E N B
A Y
W
IS
C O
N S
IN
J
U L
B
C O
E
A
U G
C
E R
T
IF
IE
D F
IN
A L
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P ’S
V a g in e e r
US Army Corps
A
U G
R
E A
D Y T
O A
D V
E R
T
IS
E
G R
A V
V
V E
M E
N T
B I
T U
M I
N O
U
V E
M E
N T
55+00
BAY SHORE DRIVE
M E
T
S T
PLAN
SCALE: 1"=20’
M A T
E
S
H E E T
CP107
N
S T
A T
O
E X
IS
T
IN
G P
L A
N
D
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
A W
W
X K -1
-B -0
E B
A W
A
U G
P R
O S
S
B R
O W
N C
O U
N T
Y C
A T I S
L A
N D R
O A
D R
E H
A B
IL
IT
A T
IO
N G
R E
E N B
A Y
W
IS
C O
N S
IN
J
U L
B
C O
E
A
U G
C
E R
T
IF
IE
D F
IN
A L
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P ’S
V a g in e e r
US Army Corps
A
U G
R
E A
D Y T
O A
D V
E R
T
IS
E
BITUMINOUS PAVEMENT BITUMINOUS PAVEMENT
GRAVEL
G A
T E
Y
X
E
O J
E C
T
60+00 61+00 62+00 63+00 64+00 64+74 64+98
.5
0 25 50-25-50
11’ 11’
0 25 50-25-50
0 25 50-25-50
0 25 50-25-50
0 25 50-25-50
0 25 50-25-50
CP301
C R
O S
S S
E C
T
IO
N S
E X
IS
T
IN
G A
N D R
E Q
U
IR
E D
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
TO BE PULVERIZED
EXISTING 8" ASPHALT PAVEMENT
TO BE PULVERIZED
EXISTING 6" ASPHALT PAVEMENT
TO BE PULVERIZED
EXISTING 3" ASPHALT PAVEMENT
TO BE PULVERIZED
EXISTING 3" ASPHALT PAVEMENT
2.5%2.5%
3.5" BITUMINOUS PAVEMENT BASE COURSE (DEPTH VARIES)
PULVERIZE ASPHALT AND
EXSITING GRADE
0 25 50-25-50
2.5%2.5%
3.5" BITUMINOUS PAVEMENT BASE COURSE (DEPTH VARIES)
PULVERIZE ASPHALT AND
EXSITING GRADE
9’9’
STA. 0+00 TO STA. 59+00
TYPICAL REQUIRED CROSS SECTION
STA. 59+90 TO STA. 64+98
TYPICAL REQUIRED CROSS SECTION
STA. 31+00 TO STA. 49+00
TYPICAL EXISTING CROSS SECTION
10’ CLEAR
ZONE
10’ CLEAR
ZONE
10’ CLEAR
ZONE
10’ CLEAR
ZONE
STA. 0+00 TO STA. 31+00
TYPICAL EXISTING CROSS SECTION
STA. 49+00 TO STA. 59+00
TYPICAL EXISTING CROSS SECTION
STA. 59+00 TO STA. 64+74
TYPICAL EXISTING CROSS SECTION
STA. 64+74 TO STA. 64+98
TYPICAL EXISTING CROSS SECTION
TACK COAT
TACK COAT
AND SHALL NOT BE DISTURBED.
6. EXISTING DRAINAGES DITCHES ARE CONSIDERED FISH SPAWNING HABITAT
REQUIRE SUB-BASE REPLACEMENT. SEE SPECIFICATIONS SECTION 31 05 21.
5. GEOTEXILE FABRIC IS REQUIRED UNDER BASE COARSE IN AREAS THAT
4. CENTERLINE STRIPE SHALL BE APPLIED TO ENTIRE PROJECT LENGTH.
STATIONS FROM 11.0 FT LANES TO 9.0 FT LANES.
CONTACTOR SHALL GRADUALLY TAPER LANE WIDTHS BETWEEN THESES
3. LANE WIDTH CHANGES BETWEEN STATION 59+00 TO STATION 59+90.
THICKNESS AND GRADATION FOR LOWER AND UPPER LAYERS.
2. SEE SPECIFICATIONS SECTION 32 12 16 FOR BITUMINOUS MIX TYPE,
1. MAXIMUM PAVEMENT SLOPE NOT TO EXCEED 3.0%.
REQUIRED CROSS SECTION NOTES
D
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
A W
W
X K -1
-B -0
E B
A W
A
U G
P R
O S
S
B R
O W
N C
O U
N T
Y C
A T I S
L A
N D R
O A
D R
E H
A B
IL
IT
A T
IO
N G
R E
E N B
A Y
W
IS
C O
N S
IN
J
U L
B
C O
E
A
U G
C
E R
T
IF
IE
D F
IN
A L
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P ’S
V a g in e e r
US Army Corps
A
U G
R
E A
D Y T
O A
D V
E R
T
RR101
R E
A L E
S T
A T
E P
L A
N
T24N R20E
SECTION 02
SE-NE
T24N R20E
SECTION 02
SW-NE
T24N R20E
SECTION 01
LOT 2 T24N R20E
SECTION 01
LOT 2
START OF PROJECT LINEVILLE RD
PROJECT
OF
END
B A
Y S
H O
T24N R20E
SECTION 02
NW-NE
T24N R20E
SECTION 02
NE-NE
T24N R20E
SECTION 01
NW-NW
T24N R20E
SECTION 01
LOT 1
T25N R20E
SECTION 35
SW-SE
T25N R20E
SECTION 35
SE-SE
T25N R20E
SECTION 36
SW-SW
D
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
A W
W
X K -1
-B -0
E B
A W
A
U G
P R
O S
S
B R
O W
N C
O U
N T
Y C
A T I S
L A
N D R
O A
D R
E H
A B
IL
IT
A T
IO
N G
R E
E N B
A Y
W
IS
C O
N S
IN
J
U L
B
C O
E
A
U G
C
E R
T
IF
IE
D F
IN
A L
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P ’S
V a g in e e r
US Army Corps
A
U G
R
E A
D Y T
O A
D V
E R
T
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