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13
54
73
WISDOT/CADDS SHEET 10
STATE PROJECTFEDERAL PROJECT
PROJECT CONTRACT
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
PLAN OF PROPOSED IMPROVEMENT
Title
Estimate of Quantities
Miscellaneous Quantities
Right of Way Plat
Plan and Profile
Standard Detail Drawings
Sign Plates
Structure Plans
Computer Earthwork Data
Cross Sections
1
=
=
=
=
=
=
DESIGN DESIGNATION
ORDER OF SHEETS
STATE PROJECT NUMBER
LAYOUT
SCALE
ESALS =
DESIGN SPEED
T.
MI.
2
3
3
4
5
6
7
8
9
9
CORPORATE LIMITS
PROPERTY LINE
LOT LINE
EXISTING RIGHT OF WAY
SLOPE INTERCEPT
COMBUSTIBLE FLUIDS
POWER POLE
TELEPHONE POLE
ORIGINAL GROUND
MARSH OR ROCK PROFILE
UTILITY PEDESTAL
GAS
ELECTRIC
G
E
T
PROPOSED OR NEW R/W LINE
CAUTION
WOODED OR SHRUB AREA
MARSH AREA
EXISTING CULVERT
PROPOSED CULVERT
(Box or Pipe)
CULVERT (Profile View)
CONVENTIONAL SYMBOLS
ROCK
(To be noted as such)
SS
W
SANSANITARY SEWER
STORM SEWER
WATER
WIT
H:
PLOT NAME : S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\010101_ti.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
FOFIBER OPTIC
UTILITIES
REFERENCE LINE
GRADE LINE
PROFILE
TELEPHONE
SPECIAL DITCHLABEL
LIMITED HIGHWAY EASEMENT
TOTAL SHEETS =
GRADE ELEVATION
95.3
6
PLAN
D.D.
Section No.
Section No.
Section No.
Section No.
Section No.
Section No.
Section No.
Section No.
Section No.
Section No.
Section No.
A.A.D.T. (2022)
A.A.D.T. (2042)
6999-11-78
0 0.5
6999-11-78
N/
A
WOOD COUNTY
T-22-N
R-6-E R-7-E
CHESTNUT ST
8T
H
ST
RE
ET
S.
LIN
CO
LN
ST.
25 MPH
STA. 31+58.20
END PROJECT
STA. 11+06.44
BEGIN PROJECT
TOTAL NET LENGTH OF CENTERLINE = 0.389 MI.
6999-11-7
8P
ROJE
CT ID:
CAUTION
HIGH VOLTAGE
CO
UN
TY: W
OO
D
WIS
CO
NSIN RIV
ER
ACCEPTED FOR
ORIGINAL PLANS PREPARED BY
(Date) (Signature & Title of Official)
CITY OF WISCONSIN RAPIDS
STATE OF WISCONSIN
DATE:
Surveyor
Designer
APPROVED FOR THE DEPARTMENT
PREPARED BY
DEPARTMENT OF TRANSPORTATION
STRAND ASSOCIATES INC.
910 WEST WINGRA DRIVE
MADISON, WISCONSIN 53715
(608) 251-4843
A S S O C I A T E S fi
CITY OF WISCONSIN RAPIDS
E
E. GRAND AVENUE
3R
D ST
REET S.
59/41
D.H.V.
X = 727,829.68
Y = 453,528.97
DATUM OF 1983 (2011 ADJUSTMENT) (NAVD83).
SHOWN ON THIS PLAN ARE REFERENCED TO THE NORTH AMERICAN
WOOD COUNTY, NAD 83 (2011) ADJUSTMENT. ELEVATIONS
TO THE WISCONSIN COUNTY COORDINATE SYSTEM (WCCS),
COORDINATES AND BEARINGS ON THIS PLAN ARE REFERENCED
DESIGNED BY: STRAND ASSOCIATES, INC.
STORM SEWER
DESIGNED BY: STRAND ASSOCIATES, INC.
STREET LIGHTING
WisDOT Project
Manager
(Signature)
10,575
11.6%
3,000,000
C WISCONSIN RAPIDS, W JACKSON STREETWEST RIVERVIEW EXPRESSWAY TO JACKSON STREET BRIDGE
Typical Sections and Details (Includes Erosion Control)
9,315
1,163
Jason Schaeffer
LOCAL STREET
60% PLANS - MARCH 2021
1
SECTION 2 ORDER OF SHEETS
UTILITIES
DIGGERS HOTLINEDial or (800)242-8511
www.DiggersHotline.com
DESIGN CONTACT
E-MAIL: [email protected]
(608) 251-4843
MADISON, WI 53715
910 WEST WINGRA DRIVE
STRAND ASSOCIATES, INC.
ERIC HANSON, P.E.
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\020101_gn.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WOOD
PLOT NAME :
2
GENERAL NOTES SHEET
GENERAL NOTES
OF THE ENGINEER.
THE LOCATIONS OF EXISTING AND PROPOSED UTILITY
INSTALLATIONS AS SHOWN ON THE PLANS ARE APPROXIMATE.
THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE
PROJECT AREA THAT ARE NOT SHOWN.
EROSION CONTROL FEATURES AS SHOWN IN THE PLANS
ARE AT SUGGESTED LOCATIONS. EXACT LOCATIONS WILL BE
DETERMINED BY THE CONTRACTOR’S EROSION CONTROL
IMPLEMENTATION PLAN (ECIP) AND APPROVED
BY THE ENGINEER IN CONSULTATION WITH THE WISCONSIN
ALL SIGN LOCATIONS SHALL BE REVIEWED BY THE ENGINEER
PRIOR TO INSTALLATION.
DISTURBED AREAS WITHIN THE RIGHT-OF-WAY SHALL BE RESTORED
AS DIRECTED BY THE ENGINEER.
MISCELLANEOUS REMOVAL ITEMS SHALL BE REMOVED TO AN
EXISTING JOINT, SAWCUT WHERE SHOWN ON THE PLANS, OR
AS DIRECTED BY THE ENGINEER.
RADIUS DIMENSIONS FOR THE CURB AND GUTTER ARE TO THE
FLANGE LINE UNLESS OTHERWISE NOTED.
STORM SEWER PIPE ELEVATIONS, LENGTH, AND LOCATIONS AS
SHOWN ON THE PLANS MAY BE ADJUSTED TO FIT FIELD CONDITIONS.
A SAWED JOINT WILL BE REQUIRED WHERE NEW PAVEMENT IS TO
MEET AN EXISTING PAVED SURFACE.
DEPARTMENT OF NATURAL RESOURCES. ALL EROSION CONTROL
MEASURES SHALL BE MAINTAINED UNTIL SUCH TIME AS THE
ENGINEER DETERMINES THE MEASURE IS NO LONGER NECESSARY.
*
*
*
*
* DENOTES DIGGERS HOTLINE MEMBER
NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT APPROVAL
*
DNR LIAISON
E-MAIL: [email protected]
(715) 421-7851
WISCONSIN RAPIDS, WI 54494
473 GRIFFITH DRIVE
WISCONSIN DEPARTMENT OF NATURAL RESOURCES
BRAD BETTHAUSER
WEST JACKSON STREET
ASPHALTIC PAVING TABLES
THICKNESS HMA TYPE
UPPER LAYER
LOWER LAYER
LOWER LAYER HMA PAVEMENT 3 MT 58-28 S
HMA PAVEMENT 3 MT 58-28 S
HMA PAVEMENT 4 MT 58-28 H
CITY CONTACT
E-MAIL: [email protected]
(715) 421-8251
WISCONSIN RAPIDS, WI 54495
444 WEST GRAND AVENUE
CITY OF WISCONSIN RAPIDS
JOE EICHSTEADT, P.E.
CONTROL POINT DATA SHEET
ALIGNMENT DETAIL SHEET
DETOUR OVERVIEW AND SIGNING)
TRAFFIC CONTROL - ADVANCE WARNING (PENDING)
PAVEMENT MARKING
LIGHTING
PERMANENT SIGNING (PENDING)
SEWER AND WATER MAIN (PENDING)
STORM SEWER
EROSION CONTROL (PENDING)
LAYOUT DETAILS (PENDING)
PLAN DETAILS
REMOVALS
CURB RAMP DETAILS (PENDING)
CONSTRUCTION DETAILS
TYPICAL SECTIONS
PROJECT OVERVIEW
GENERAL NOTES
E-MAIL: [email protected]
(715) 421-8172
WISCONSIN RAPIDS, WI 54494
440 EAST GRAND AVENUE
ATTENTION: DENNIS PIERCE
UTILITY TYPE: ELECTRIC/COMMUNICATIONS
SOLARUS
E-MAIL: [email protected]
(715) 421-8251
WISCONSIN RAPIDS, WI 54495
444 WEST GRAND AVENUE
ATTENTION: JOE EICHSTEADT
UTILITY TYPE: SANITARY SEWER
CITY OF WISCONSIN RAPIDS
E-MAIL: [email protected]
(715) 898-1616
MARSHFIELD, WI 54449
503 E. IVES ST. #316
ATTENTION: JESSE GRUNY
UTILITY TYPE: COMMUNICATIONS
CHARTER COMMUNICATIONS
E-MAIL: [email protected]
(715) 423-6328
WISCONSIN RAPIDS, WI 54494
221 16TH STREET SOUTH
ATTENTION: JACOB JOHNSON
UTILITY TYPE: ELECTRIC/STREET LIGHTING
LIGHTING COMMISSION
WISCONSIN RAPIDS WATER WORKS &
E-MAIL: [email protected]
(715) 421-7249
WISCONSIN RAPIDS, WI 54494
1921 8TH STREET SOUTH
ATTENTION: RYAN MIENTKE
UTILITY TYPE: GAS
WE ENERGIES
2.5"
2.5"
2.0"
7-INCH HMA PAVEMENT
60% PLANS - MARCH 2021
2
10+00
15+00
20+00
25+00
30+00
35+00
10+00
WB
10+00
C
STA. 11+06.44
BEGIN PROJECT
W. JACKSON ST.
WIS
CO
NSIN RIV
ER
CITY OF WISCONSIN RAPIDS
STA. 31+58.20
END PROJECT
2N
D
AVEN
UE N
ORT
H
3R
D
AVEN
UE N
ORT
H4
TH
AV
EN
UE
NO
RT
H
6T
H
AV
EN
UE
NO
RT
H
W. G
RAND AVENUE
W. GRAND AVENUEW. JACKSON ST.
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\020201_po.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
PROJECT OVERVIEW SHEET
ST
H 13/34/74 (W. RIV
ER
VIE
W EXPRESS
WA
Y)
60% PLANS - MARCH 2021
3
STA. 11+06 - STA. 17+09
CONCRETE CURB & GUTTER 30-INCH (TYP.)
R/W R/W
CONCRETE SIDEWALK 4-INCH (TYP.)
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\020301_ts.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
EXISTING TYPICAL SECTION SHEET
‘
WB
12’ 12’
TRAVEL LANE TRAVEL LANE
0’-10’
TURN LANE
6’-16’
VARIES
2.5’7.5’ 12’
‘
EB
12’12’
TRAVEL LANETRAVEL LANE
0’-10’
TURN LANE
2.5’ 7.5’12’
TRAVEL LANE
1.5’ 1.5’
TRAVEL LANE
STA. 17+09 - STA. 21+70
CONCRETE CURB & GUTTER 30-INCH (TYP.)
R/W R/W
CONCRETE SIDEWALK 4-INCH (TYP.)
‘
WB
12’ 12’
TRAVEL LANE TRAVEL LANE
0’-10’
TURN LANE
6’-16’
VARIES
2.5’7.5’ 12’
‘
EB
TRAVEL LANE
0’-10’
TURN LANE
2.5’ 7.5’12’
TRAVEL LANE
1.5’ 1.5’
TRAVEL LANE
12’
VARIES 112’-115’
103’
CONCRETE CURB & GUTTER 18-INCH (TYP.)
CONCRETE CURB & GUTTER 18-INCH (TYP.)
TYPICAL EXISTING SECTION - WEST GRAND AVENUE
TYPICAL EXISTING SECTION - WEST JACKSON STREET
CONCRETE PAVEMENT 9-INCH (TYP.)
6-INCHES CRUSHED AGGREGATE BASE COURSE (TYP.)
CONCRETE PAVEMENT 9-INCH (TYP.)
6-INCHES CRUSHED AGGREGATE BASE COURSE (TYP.)
60% PLANS - MARCH 2021
4
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\020302_ts.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
EXISTING TYPICAL SECTION SHEET
STA. 21+70 - STA. 29+51
CONCRETE CURB & GUTTER 30-INCH (TYP.)
R/W
CONCRETE SIDEWALK 4-INCH (TYP.)
‘
WB
TRAVEL LANE
0’-10’
TURN LANE
6’-16’
VARIES
2.5’7.5’ 12’
‘
EB
TRAVEL LANE
0’-10’
TURN LANE
2.5’12’
TRAVEL LANE
TYPICAL EXISTING SECTION - WEST JACKSON STREET
1.5’ 1.5’
TRAVEL LANE
12’ 12’
STA. 29+51 - STA. 31+58
CONCRETE CURB & GUTTER 30-INCH (TYP.)
CONCRETE PAVEMENT 9-INCH
6-INCHES CRUSHED AGGREGATE BASE COURSE
CONCRETE SIDEWALK 4-INCH (TYP.)
TRAVEL LANE
12’
‘
TRAVEL LANE
2.5’
TYPICAL EXISTING SECTION - WEST JACKSON STREET
TRAVEL LANE
12’12’
TRAVEL LANE
2.5’7.5’
R/W
CONCRETE CURB & GUTTER 18-INCH (TYP.)
81’-91’
85’R/WR/W
0’-12’
VARIESVARIES
VARIESVARIES
5’-7.5’0’-7.5’
0’-7.5’ 5’-7.5’
CONCRETE PAVEMENT 9-INCH (TYP.)
6-INCHES CRUSHED AGGREGATE BASE COURSE (TYP.)
60% PLANS - MARCH 2021
5
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\020303_ts.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
PROPOSED TYPICAL SECTION SHEET
TYPICAL FINISHED SECTION W. JACKSON STREET
1.5%1.5% 2%
2%
2.5" HMA PAVEMENT 3 MT 58-28 S LOWER LAYER (TYP.)
2.5" HMA PAVEMENT 3 MT 58-28 S LOWER LAYER (TYP.)
2.0" HMA PAVEMENT 4 MT 58-28 H UPPER LAYER (TYP.)
14" BASE AGGREGATE DENSE 1�-INCH (TYP.)
12’
TRAVEL LANE
12’
TRAVEL LANE
2%
10’VARIES5’ 5’ TYP.
TRAVEL LANETRAVEL LANE
2%
4% 4%
4’-12’
FOR ADDITIONAL INFORMATION
LAWN (TYP.) SEE PLAN DETAILS
TOPSOIL; FERTILIZER TYPE B; SOD A
AA A
~
EB
~
WB
11’-12’ 11’-12’
MA
TC
HLIN
E
A
MA
TC
HLIN
E
A
MA
TC
HLIN
E
A
MA
TC
HLIN
E
A
4% 4%
4% 4%
14" BASE AGGREGATE DENSE 1�-INCH (TYP.)
0’-15’
TURN LANE
4’-13’0’-9’
4" BASE AGGREGATE DENSE �-INCH (TYP.)
4:1 (MAX)
STA. 11+06.44 - STA. 15+69.76
B
CONCRETE SIDEWALK 6-INCH
6" BASE AGGREGATE DENSE 1�-INCH
CONCRETE SIDEWALK 4-INCH
(TYP.)
2’
STA. 11+06.44 - STA. 14+79.26
2%
VARIES
6:1 (M
AX)
VARIES
112’-115’ RWRW TLETLE
10’-16.4’
2.5" HMA PAVEMENT 3 MT 58-28 S LOWER LAYER
2.5" HMA PAVEMENT 3 MT 58-28 S LOWER LAYER
2.0" HMA PAVEMENT 4 MT 58-28 H UPPER LAYER
4-INCH BASE AGGREGATE DENSE �-INCH
TURN LANE
REVERSED FOR WESTBOUND LEFT
PROFILE
TO ON EASTBOUND
POINT REFERRED
PROFILE
TO ON WESTBOUND
POINT REFERRED
0%-7%
VARIES
1’
0.5’
2’
A
GROUND
EXISTING
GROUND
EXISTING
A
TYP.
TYP.
CONCRETE CURB & GUTTER 30-INCH TYPE D (TYP.)
SLOPED 24-INCH TYPE D SPECIAL (TYP.)
CONCRETE CURB & GUTTER 4 INCH
SLOPED 24-INCH TYPE D SPECIAL (TYP.)
CONCRETE CURB & GUTTER 4-INCH
CONCRETE CURB & GUTTER 18-INCH TYPE D (TYP.)
COLORING CONCRETE CUSTOM (TYP.)
CONCRETE SIDEWALK 4-INCH (TYP.)
1’
4%
4’-12’
TURN LANE
2%
60% PLANS - MARCH 2021
6
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\020304_ts.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
PROPOSED TYPICAL SECTION SHEET
1.5%1.5%
0’-12’
TURN LANE
MA
TC
HLIN
E
B
MA
TC
HLIN
E
B
14" BASE AGGREGATE DENSE 1�-INCH (TYP.)
2.5" HMA PAVEMENT 3 MT 58-28 S LOWER LAYER (TYP.)
2.5" HMA PAVEMENT 3 MT 58-28 S LOWER LAYER (TYP.)
2.0" HMA PAVEMENT 4 MT 58-28 H UPPER LAYER (TYP.)(TYP.)
2’
TRAVEL LANETRAVEL LANE
MA
TC
HLIN
E
B
10’VARIES5’ VARIES
2%
2%
2%
MA
TC
HLIN
E
B
14" BASE AGGREGATE DENSE 1�-INCH (TYP.)
VARIES
5’-12’
3’
3’ 3’
3’
2%
2%4%
2% 4%
*
2%
FOR ADDITIONAL INFORMATION
LAWN (TYP.) SEE PLAN DETAILS
TOPSOIL; FERTILIZER TYPE B; SOD A
A
A
~
EB
~
WB
TYPICAL FINISHED SECTION W. JACKSON STREET
B
B
CONCRETE SIDEWALK 6-INCH
6" BASE AGGREGATE DENSE 1�-INCH
CONCRETE SIDEWALK 4-INCH
14’-17.7’14’-16.5’
STA. 15+69.76 - STA. 20+93.24
STA. 21+71.98 - STA. 30+71.12
12.3’-28.0’
STA. 22+90.57 - STA. 24+79.13
(WESTBOUND)STA. 16+94.46 - STA. 19+98.41
(WESTBOUND)STA. 25+69.43 - STA. 27+67.70
(WESTBOUND)STA. 28+95.78 - STA. 30+34.80
STA. 29+57.38 - STA. 30+71.12
(MAX)
6:1
VARIES
A
81’-103’ RWRWTLE
A
A
5’-18’
VARIES
0.5’
1’
4-INCH BASE AGGREGATE DENSE �-INCH
*
5’-10’
TURN LANE
REVERSED FOR WESTBOUND LEFT
PROFILE
TO ON WESTBOUND
POINT REFERRED
PROFILE
TO ON EASTBOUND
POINT REFERRED
2%-12%1%-7%
2’VARIES
1’-13.5’
SLOPED 24-INCH TYPE D SPECIAL (TYP.)
CONCRETE CURB & GUTTER 4-INCH
CONCRETE CURB & GUTTER 30-INCH TYPE D (TYP.)
CONCRETE CURB & GUTTER 4-INCH SLOPED 24-INCH TYPE D SPECIAL (TYP.)
GROUND
EXISTING
CONCRETE
MATCH EXISTINGTYP.
TYP.
COLORING CONCRETE CUSTOM (TYP.)
CONCRETE TRUCK APRON 12-INCH,
CONCRETE TRUCK APRON 12-INCH, COLORING CONCRETE CUSTOM (TYP.)
COLORING CONCRETE CUSTOM FROM BACK OF CURB TO BACK OF CURB
WHEN MEDIAN WIDTH IS LESS THAN 6’, PAVE CONCRETE TRUCK APRON 12-INCH,
TIE BAR (TYP.)
TIE BAR (TYP.)
2.5" HMA PAVEMENT 3 MT 58-28 S LOWER LAYER
2.5" HMA PAVEMENT 3 MT 58-28 S LOWER LAYER
2.0" HMA PAVEMENT 4 MT 58-28 H UPPER LAYER
60% PLANS - MARCH 2021
7
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\020305_ts.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
PROPOSED TYPICAL SECTION SHEET
6:1 M
AX6:1 MAX
1.5%1.5% VARIES
6’12’ VARIES 10’6’ 12’5’
1.5%
VARIES5’
VARIES1.5%
VARIES 5’
VARIES
0’-34.5’
TIE BAR (TYP.)
14" BASE AGGREGATE DENSE 1�-INCH (TYP.)
CONCRETE SIDEWALK 4-INCH (TYP.)
4" BASE AGGREGATE DENSE �-INCH (TYP.)
4" BASE AGGREGATE DENSE �-INCH
TRUCK APRON TRUCK APRON
2%2%
2% 2%1% 1%
FOR ADDITIONAL INFORMATION
LAWN (TYP.) SEE PLAN DETAILS
TOPSOIL; FERTILIZER TYPE B; SOD A
AA
A
A
38’
MAX ELEV. = 1010.94
SEE EROSION CONTROL PLAN
18’-24’18’-24’
4.5’
2’
TYPICAL FINISHED SECTION W. JACKSON STREET
STA. 30+71.12 - STA. 31+58.20
TYPICAL FINISHED SECTION W. JACKSON STREET / 4TH STREET NORTH / W. GRAND AVENUE
*
*
~
A
TO ON PROFILE
POINT REFERRED
~
STA. 10+00.00 C - STA. 11+18.75 C
(TYP.)
2’
6:1 (MAX)
VARIES
VARIES
1%-2%
VARIES
1%-2%
A
6:1 (MAX)
VARIES
A
VARIES
A
6:1 (MAX)
66’-73’ RWRWTLE TLE
1.5%
STA. 10+00.00 A - STA. 12+35.61 A
5.4’-13.8’
MA
TC
HLIN
E
A
1.5%VARIES
VARIES 5’
A
MA
TC
HLIN
E
A
6:1 (M
AX)
VARIES
A
STA. 11+03.00 A - STA. 11+43.00 A
0.5’
2’
1’
0.5’
6" BASE AGGREGATE DENSE 1�-INCH (TYP.)
0.5’
TYP.
VARIES
1’-9’
VARIES
STA. 31+58.29
10’ BETWEEN STA. 30+71.12 -
2.5" HMA PAVEMENT 3 MT 58-28 S LOWER LAYER (TYP.)
2.5" HMA PAVEMENT 3 MT 58-28 S LOWER LAYER (TYP.)
2.0" HMA PAVEMENT 4 MT 58-28 H UPPER LAYER (TYP.)
PROFILE
TO ON A CHAIN
POINT REFERRED
PROFILE
TO ON A CHAIN
POINT REFERRED
7.3’-10.9’
0.5’-11’
~
A
CONCRETE CURB & GUTTER 18-INCH TYPE A (REJECT) (TYP.)
CONCRETE CURB & GUTTER 4-INCH SLOPED 36-INCH TYPE R (TYP.)
CONCRETE CURB & GUTTER 30-INCH TYPE D (TYP.)
CONCRETE CURB & GUTTER 30-INCH TYPE D (TYP.)
30-INCH TYPE D
CONCRETE CURB & GUTTER
4-INCH
CONCRETE SIDEWALK
DENSE �-INCH
4" BASE AGGREGATE
GROUND
EXISTING
CONCRETE
MATCH EXISTING
SLOPED 36-INCH TYPE A
CONCRETE CURB & GUTTER 4-INCH
CONCRETE SIDEWALK 6-INCH
6" BASE AGGREGATE DENSE 1�-INCH
CONCRETE SIDEWALK 4-INCH
4" BASE AGGREGATE DENSE �-INCH
TYP.
TYP.
GROUND
EXISTING
GROUND
EXISTING
14" BASE AGGREGATE DENSE 1�-INCH
(TYP.)
2’
STA. 10+28.05 WG - STA. 12+21.08 WG
VAR.VAR.
COLORING CONCRETE CUSTOM (TYP.)
CONCRETE TRUCK APRON 12-INCH,
COLORING CONCRETE CUSTOM
CONCRETE TRUCK APRON 12-INCH,
COLORING CONCRETE CUSTOM
CONCRETE SIDEWALK 4-INCH
15.5’ 15.5’
2.5" HMA PAVEMENT 3 MT 58-28 S LOWER LAYER (TYP.)
2.5" HMA PAVEMENT 3 MT 58-28 S LOWER LAYER (TYP.)
2.0" HMA PAVEMENT 4 MT 58-28 H UPPER LAYER (TYP.)
60% PLANS - MARCH 2021
8
WISDOT/CADDS SHEET 42
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2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
CONSTRUCTION DETAILS SHEET
FL
OW
FLOW
LINE
NORMAL FLOW LINE
A
A
JOINT
VAR. 3’ NOR.
EDGE OF PAVEMENT
INLET COVER
TOP OF CURB
JOINT
FLOW LINE
VAR. 3’ NOR.
ELEVATION
VAR. 3’ NOR.
VAR. 3’ NOR.
A
A
(PAVEM
ENT)
STORM SEWER DETAILS AND
0.19’
.5’
LINE
FLANGE
SECTION A-A
FLOW
FLOW
LINE
NORMAL FLOW LINE
A
A
JOINT
VAR. 3’ NOR.
EDGE OF PAVEMENT
INLET COVER
TOP OF CURB
JOINT
VAR. 3’ NOR.
ELEVATION
VAR. 3’ NOR.
VAR. 3’ NOR.
A
A
(PAVEMENT)
LINE
0.19’FLOW LINE
STORM SEWER DETAILS AND
FLANGE
0.08’
ON
PL
AN
DE
PT
H
AS
SH
OW
N
SHOWN ON PLAN
INVERT ELEV. AS
24"
MISCELLANEOUS QUANTITIES.
1
1
MISCELLANEOUS QUANTITIES.
SECTION A-A
17�"
PAVEMENT SURFACE 4"
~
INLET STRUCTURE
‘
12"
TOP OF STRUCTURE (TOS)
OFFSET AS LISTED IN MISCELLANEOUS QUANTITIES
5�"
6�"
ON
PL
AN
DEP
TH
AS
SH
OW
N
PIPE I.D.
SHOWN ON PLAN
INVERT ELEV. AS
6"
24"
GRATE ELEVATION AS SHOWN ON PLANS
2"
FLANGE LINE
6�"
THIC
KN
ES
S
PIP
E
WA
LL
THIC
KN
ES
S
PIP
E
WA
LL
RIM/GRATE ELEVATION AS SHOWN ON RIM/GRATE ELEVATION AS SHOWN ON
0.04’
2’ 2’
0.15’ DEPRESSION BELOW 0.11’ DEPRESSION BELOW
SURFACE
PAVEMENT
‘
INLET LOCATION AS SHOWN ON PLANS
FLAG EL.
INLET STRUCTURE
‘
1’-2"
8"
4"6"
4" ADJUSTMENT
30-INCH TYPE D OR TYPE A
CONCRETE CURB & GUTTER
OR TYPE A AT CATH BASINS - MAINLINE (OUTSIDE CURB)
DETAIL OF CONCRETE CURB & GUTTER 30-INCH TYPE D
(CATCH BASIN 2X3-FT - H SHOWN)
IN 3’ (NOR.) (TYP.)
& GUTTER 4-INCH SLOPED 30-INCH TYPE J
24-INCH TYPE D SPECIAL TO CONCRETE CURB
TRANSITION CONCRETE CURB & GUTTER
CATCH BASINS - MAINLINE (MEDIAN CURB)
DETAIL OF CONCRETE CURB & GUTTER 24-INCH TYPE D SPECIAL AT
GRATE ELEVATION AS SHOWN ON PLANS
6"
PIPE I.D.
(CATCH BASIN 2X3-FT - HM-GJ SHOWN)
4" ADJUSTMENT
2"
WIDTH FOR THE ENTIRE SERIES LENGTH.
SERIES, MAINTAIN A 6" CURB HEAD
IN AREAS OF MULTIPLE INLETS IN
60% PLANS - MARCH 2021
9
WISDOT/CADDS SHEET 42
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2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
CONSTRUCTION DETAILS SHEET
FLOW
A
A
JOINT
VAR. 3’ NOR.
EDGE OF PAVEMENT
INLET COVER
TOP OF CURB
JOINT
FLOW LINE
VAR. 3’ NOR.
ELEVATION
VAR. 3’ NOR.
VAR. 3’ NOR.
STORM SEWER DETAILS
GRATE ELEVATION AS SHOWN ONLINE
FLOW
A
A
(PAVEMENT)
LINE
FLANGE
0.14’0.08’
NORMAL FLOW LINE
0.06’ DEPRESSION BELOW
A
A
JOINT
VAR. 3’ NOR.
EDGE OF PAVEMENT
INLET COVER
TOP OF CURB
JOINT
VAR. 3’ NOR.
ELEVATION
0.19’FLOW LINE
FLOW
FLOW
LINE
NORMAL FLOW LINE
A
(PAVEMENT)
VAR. 3’ NOR.
VAR. 3’ NOR.
LINE
FLANGE
GRATE ELEVATION AS SHOWN ON
STORM SEWER DETAILS AND
MISCELLANEOUS QUANTITIES
18"
18"
3"
3"
1’
6"
17�"
5�"
ON
PL
AN
DEP
TH
AS
SH
OW
N
6"
24"
TOP OF STRUCTURE (TOS)
12"~
OFFSET AS LISTED IN MISCELLANEOUS QUANTITIES
GRATE ELEVATION AS SHOWN ON PLANS
FLANGE LINE
PAVEMENT SURFACE 4"
SECTION A-A
INLET
‘
0.04’
2"
0.15’ DEPRESSION BELOW
4" ADJUSTMENT
PIPE I.D.
THIC
KN
ES
S
PIP
E
WA
LL
SHOWN ON PLAN
INVERT ELEV. AS
2’
(CATCH BASIN 2X3-FT WITH INLET COVERS TYPE H SHOWN)
24"
SECTION A-A
TOP OF STRUCTURE (TOS)
WA
LL
THIC
KN
ES
S
SHOWN ON PLAN
INVERT ELEV. AS PIPE I.D.
2’
48"
ON
PL
AN
DEP
TH
AS
SH
OW
N
6"
4" ADJUSTMENT
~
OFFSET AS LISTED IN MISCELLANEOUS QUANTITIES
GRATE ELEVATION AS SHOWN ON PLANS
FLANGE LINE
PAVEMENT SURFACE
INLET STRUCTURE
‘
15�"
1�"
5�"
(CATCH BASIN 4-FT - T INLET SHOWN)
TYPE R AT CATCH BASINS
DETAIL OF CONCRETE CURB & GUTTER 4-INCH SLOPED 36-INCHDETAIL OF CONCRETE CURB & GUTTER 18-INCH TYPE D AT CATCH BASINS
4-INCH SLOPED 36-INCH TYPE R
CONCRETE CURB & GUTTER
18-INCH TYPE D (TYP.)
CONCRETE CURB & GUTTER
60% PLANS - MARCH 2021
10
WISDOT/CADDS SHEET 42
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2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
CONSTRUCTION DETAILS SHEET
PLAN
PROFILE
EXISTING WIDTH VARIES
(IF CONCRETE)
1
NOTE: ALGEBRAIC DIFFERENCE BETWEEN
TANGENT GRADES G & G1 2
G2
CURB BETWEEN APRONS
1 PAVEMENT
5’
�" EXPANSION JOINT
1" EXPANSION JOINT
1.5’1.5’
�" EXPANSION JOINT
NOT TO EXCEED 15%
OR MATCH EXISTING
7% DESIRABLE MAX,
DRIVEWAY SLOPES
AT 5% DES., 12:1 MAX. (TYP.)
LOWER SIDEWALK PROFILE
TERRACE
SIDEWALK
5 FEET
APRON
TOP OF CURB
LOWERING SIDEWALK AT DRIVEWAY APRONS
1
MATCH EXISTING DRIVEWAY OR PARKING LOT
(SEE PLAN DETAILS FOR LIMITS)
12:1 MAX.
5% DES.
12:1 MAX.
5% DES.
TO MATCH DRIVEWAY ELEVATION
LOWER SIDEWALK PROFILE
G MAX. GRADE 8%
SLOPE
4% NOR.
(SEE PLAN DETAILS FOR LIMITS)
1
1.5
%
1.5
%
1.5% NOR. SLOPE
ELEVATION
MATCH DRIVEWAY
LOWER SIDEWALK TO
6%
6’ MIN. FULL HEIGHT
3’ 3’
1
MATCH EXISTING DRIVEWAY
6-INCHES BASE AGGREGATE DENSE 1 1/4-INCH
6-INCH LIMITS
CONCRETE DRIVEWAY
6-INCH
CONCRETE DRIVEWAY
6-INCH
CONCRETE DRIVEWAY
VARIES
VA
RI
ES
DRIVEWAY ENTRANCE DETAIL WITH TERRACE
2
2
AGGREGATE DENSE 1 1/4 -INCH
CONCRETE DRIVEWAY 6-INCH / 6-INCHES BASE
CONCRETE DRIVEWAY / CONCRETE PARKING LOT
AGGREGATE DENSE 1 1/4 -INCH
AND FIELD ENTRANCES / 7-INCHES BASE
2 1/2-INCHES ASPHALTIC SURFACE DRIVEWAYS
ASPHALT DRIVEWAY / ASPHALT PARKING LOT
CONCRETE CURB & GUTTER
(Typ.)
�’’ R
2’’ R
�’’ R
4’’
12"5" 7"
4% SLOPE
PAVEMENT
ADJACENT HMA
CONCRETE CURB & GUTTER 4-INCH SLOPED 24-INCH TYPE D SPECIAL
HYDROLOGIC SOIL GROUP
A B C D
SLOPE RANGE (PERCENT) SLOPE RANGE (PERCENT) SLOPE RANGE (PERCENT) SLOPE RANGE (PERCENT)
LAND USE: 0-2 2-6 6 & OVER 0-2 2-6 6 & OVER 0-2 2-6 6 & OVER 0-2 2-6 6 & OVER
ROW CROPS .08 .16 .22 .12 .20 .27 .15 .24 .33 .19 .28 .38
.22 .30 .38 .26 .34 .44 .30 .37 .50 .34 .41 .56
MEDIAN STRIP- .19 .20 .24 .19 .22 .26 .20 .23 .30 .20 .25 .30
TURF .24 .26 .30 .25 .28 .33 .26 .30 .37 .27 .32 .40
SIDE SLOPE- .25 .27 .28 .30
TURF .32 .34 .36 .38
PAVEMENT:
ASPHALT .70 - .95
CONCRETE .80 - .95
BRICK .70 - .80
DRIVES, WALKS .75 - .85
ROOFS .75 - .95
GRAVEL ROADS, SHOULDERS .40 - .60
TOTAL PROJECT AREA = 6.45 ACRES
TOTAL AREA EXPECTED TO BE DISTURBED BY CONSTRUCTION ACTIVITIES = 5.72 ACRES
RUNOFF COEFFICIENT TABLE
7-INCHES
60% PLANS - MARCH 2021
11
C
C
5’
�" EXPANSION
JOINT REQ’D
CONCRETE MEDIAN SLOPED
A
A
BB
USE A 18-INCH MINIMUM INSIDE DIAMETER
�" EXPANSION
JOINT REQ’D
CONCRETE SIDEWALK
�" EXPANSION
JOINT REQ’D
4’ R
5’ R
CONCRETE MEDIAN SLOPED
�" EXPANSION
JOINT REQ’D
SPLITTER ISLAND DETAIL
2.0’ 2.0’
�" EXPANSION
JOINT REQ’D
CONCRETE
SECTION A-A
SECTION B-B
5"
CONCRETE
�" EXPANSION
JOINT REQ’D
*
*
**
**
*
USE A 18-INCH MINIMUM INSIDE DIAMETER*
*
DIRECTION OF DRAINAGE
DRAINAGE BREAK POINT
ROUNDING
REQ’D
MIN HEIGHT, 6-INCH
MAX HEIGHT, 18-INCH (TYP)
SECTION C-C
6"
6"
6"
CONCRETE CURB
6"
6"
12"
12"
NOTES:
CONCRETE CURB
CENTER AND SPLITTER ISLAND SIGN LOCATION DETAIL (TYP)
2%
ENTRANCE CURB
2% MAX SLOPE ALL DIRECTIONS
PROVIDE A 4’X4’ MIN. LANDING
CURB RAMP DETECTABLE
DENSE 1�-INCH
4-INCHES BASE AGGREGATE
THE FACE OF CURB.
BETWEEN THE EDGE OF SIGN AND
TWO FOOT MINIMUM CLEARANCE
THE FIELD BASED ON SIGN SIZE.
DISTANCE TO BE LAID OUT IN
POST SPACING REQUIREMENTS.
SEE A4-4 SIGN PLATE FOR
AT 4 CROSSWALK CORNERS
TRANSITION NOSE TYPICAL
6:1 MAX (TYP)
4% MIN TO
SLOPE VARIES
CONCRETE MEDIAN SLOPED
10’
PLATE FOR BOX OUT DETAIL.
TO POSTS WOOD BID ITEM. SEE A4-3B SIGN
THE ISLAND. GRAVEL BACKFILL IS INCIDENTAL
VERIFIED BEFORE PLACING THE CONCRETE IN
BY WIDTH OF THE SIGN AND SHALL BE
THE NUMBER OF BOX OUTS REQUIRED VARIES
SHOULD MATCH ADJACENT PAVEMENT DEPTH.
SIGN POST (TYP). PVC BOX OUT DEPTH
PVC PIPE BOX OUT IN CONCRETE FOR
SEE A4-3B SIGN PLATE FOR BOX OUT DETAIL.
PLACING THE CONCRETE IN THE ISLAND.
SIGN AND SHALL BE VERIFIED BEFORE
OUTS REQUIRED VARIES BY WIDTH OF THE
SIGN POST (TYP). THE NUMBER OF BOX
PVC PIPE BOX OUT IN CONCRETE FOR
DRIVEWAY
10’
NOSE (TYPE 1), REQ’D
DRIVEWAY ENTRANCE CURB (TYP.)
NOSE (TYPE 2), REQ’D
NOSE (TYPE 2), REQ’D
DIMENSION = 2’ X 10’ EACH
10’
2% MAX
1.5% NOR.
FIELD PANELS.
USE FULL DETECTABLE WARNING
DO NOT MARK TRANSITION NOSE.
(INCIDENTAL TO OTHER PAY ITEMS.)
INSTALL TRANSITION NOSE.
2%
WISDOT/CADDS SHEET 42
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2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
CONSTRUCTION DETAILS SHEET
CONCRETE CURB & GUTTER 4-INCH
30-INCH TYPE D
CONCRETE CURB & GUTTER
OR
SLOPED 24-INCH TYPE D SPECIAL
HMA PAVEMENT
CONCRETE CURB & GUTTER 4-INCH
PEDESTRIAN
6"
PEDESTRIAN
**
**
LOCATIONS.
ON CONCRETE TRUCK APRON 12-INCH
DETAILS FOR ADDITIONAL INFORMATION
SEE TYPICAL SECTIONS AND PLAN30-INCH TYPE D
OR CONCRETE CURB & GUTTER
SLOPED 24-INCH TYPE D SPECIAL
WARNING FIELD NATRUAL PATINA
4-INCH OR 6-INCH REQ’D
CURB RAMP DETECTABLE WARNING FIELD NATURAL PATINA (TYP.)
CONCRETE CURB & GUTTER 4-INCH SLOPED 24-INCH TYPE D SPECIAL
CONCRETE CURB & GUTTER 30-INCH TYPE D OR
FOR FINISHING REQUIREMENTS
SEE PLAN DETAILS
FOR FINISHING REQUIREMENTS
SEE PLAN DETAILS
FOR FINISHING REQUIREMENTS
SEE PLAN DETAILS
FOR FINISHING REQUIREMENTS
SEE PLAN DETAILS
FOR FINISHING REQUIREMENTS
SEE PLAN DETAILS
SIDEWALK 4 OR 6-INCH
SIDEWALK 4 OR 6-INCH
60% PLANS - MARCH 2021
12
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2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
CONSTRUCTION DETAILS SHEET
A A
B
B
PLAN VIEW SECTION A-A SECTION B-B
24"
MASTIC ADHESIVE
POLYURETHANE ADHESIVE
30"
6" MIN. 6" MIN. 6" MIN.AT BUTT JOINTS (TYP.)
POLYURETHANE ADHESIVE
4" MAX
A A
B
B
PLAN VIEW SECTION A-A SECTION B-B
24"
MASTIC ADHESIVE
POLYURETHANE ADHESIVE
30"
6" MIN. 6" MIN. 6" MIN.
AT BUTT JOINTS (TYP.)
POLYURETHANE ADHESIVE
VARIES
4" MAX
A TIGHT JOINT.
RINGS WILL BE PERPENDICULAR AND PROVIDE
ALL CUTS MADE TO HDPE ADJUSTMENT
NOTE:
HDPE RING CUTTING DETAIL FOR CATCH BASINS 4-FT AND MANHOLES 4-FT & 5-FT
A TIGHT JOINT.
RINGS WILL BE PERPENDICULAR AND PROVIDE
ALL CUTS MADE TO HDPE ADJUSTMENT
NOTE:
HDPE RING CUTTING DETAIL FOR CATCH BASINS 2X3-FT
STAGGER BUTT JOINTS
STAGGER BUTT JOINTS
(MAXIMUM OF 2 RINGS)
2-2" RINGS DESIREABLE
1-2" RING MINIMUM
HDPE ADJUSTMENT RINGS
(MAXIMUM OF 2 RINGS)
2-2" RINGS DESIREABLE
1-2" RING MINIMUM
HDPE ADJUSTMENT RINGS
60% PLANS - MARCH 2021
13
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2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
CONSTRUCTION DETAILS SHEET
MIS
CE
LL
AN
EO
US
QU
AN
TITIE
S
DEP
TH
AS
SH
OW
N
ON 6" MIN.
RIM ELEV.
TOP OF STRUCTURE
INV
ER
T
EL
EV
ATIO
N
DEP
TH
TO
DETAIL FOR COMPUTING MANHOLE ELEVATIONS
\ 4" ADJUSTMENT
2’-3" MIN.
MANHOLE COVERS TYPE JB
TOTAL WEIGHT APPROXIMATELY 310 POUNDS
9"
(MANHOLES 4-FT DIAMETER AND MANHOLE COVERS TYPE JB SHOWN)
35"
25"
9"
20"
22"
24"
22"
1.5"
60% PLANS - MARCH 2021
14
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2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
CONSTRUCTION DETAILS SHEET
COUPLINGHANG STRAIGHT
IN USE COVERRECEPTACLE WITH 15 AMP DUPLEX GFI
24"
20’
5’
6’
NO SCALE
6" DIA. ALUMINUM FLUTED POLE
15’-6"
22’-6" (BANNER BY OTHERS)CENTERSBANNER ARMS ON 60"CLAMP ON BREAKAWAY TWO 1" DIA. BY 24" LONG
SIGN BRACKET PER POLEFURNISH ONE CLAMP ON STREET
FOR POSITION IN TERRACE
SEE LIGHT BASE INSTALLATION DETAILS
AS A 22" SQUAREFORM TOP 16" OF BASE
BELOW SQUARE TOP SECTION20" MIN. DIAMETER BASE
90 DEGREES FOR TWIN ARM LUMINAIRE UNIT.
NOTE: ADJUST POSITION OF RECEPTACLE AND BANNER ARMS
WHIT
E
WHIT
E
GR
EE
N
GR
EE
N
RE
DR
ED
GR
EE
N
RE
D
WHIT
E
WHIT
E
WHIT
E
WHIT
E
OR
AN
GE
OR
AN
GE
OR
AN
GE
WIT
HR
ED
TA
PE
WIT
HR
ED
TA
PE
WIT
HR
ED
TA
PE
NO SCALE
POLE WIRING DETAIL
16
14
2
3
4
5
6
7
8
9
10
11
12
13
14
18" PIGTAIL BETWEEN SPLICE AND FUSE
CIRCUIT TAG, BOTH SIDES OF ALL FUSES (TYP.)
COMPRESSION, CRIMP OR WIRE NUT CONNECTORS ARE NOT ALLOWED.
APPROVED INSULATED MULTITAP TERMINAL BLOCK TYPE CONNECTORS.
FUSE ASSEMBLY, (SEE S.D.D. FOR ADDITIONAL INFORMATION)
WASHERS �" X 1�" X 13 TPI
TYPICAL GROUNDING CONNECTION STAINLESS STEEL BOLT, NUT AND
NUT CONNECTORS ARE NOT ALLOWED.
GROUNDING CONDUCTORS. COMPRESSION, CRIMP OR WIRE
APPROVED MECHANICAL TYPE CONNECTOR FOR EQUIPMENT
SYSTEM RACEWAY
INSULATED UNGROUNDED LIGHTING CKT CONDUCTORS FROM
HANDHOLE AND COVER1
INFORMATION NOT SHOWN ON THIS DETAIL
UNIT POLE WIRING" FOR ADDITIONAL
SEE SDD’S "NON FREEWAY LIGHTING
FROM SYSTEM RACEWAY
INSULATED UNGROUNDED RECEPTACLE CKT CONDUCTORS
(MARK WITH RED TAPE AT BOTH ENDS OF WIRE)
LIGHTING CKT GROUNDED CONDUCTORS FROM SYSTEM RACEWAY
(SEE S.D.D. FOR ADDITIONAL INFORMATION)
#4 BARE EQUIPMENT GROUNDING CONDUCTOR TO GROUND ROD
15
EQUIPMENT GROUNDING CONDUCTORS FROM SYSTEM RACEWAY
INFORMATION)(SEE S.D.D. FOR ADDITIONAL
#12 AWG CONDUCTORS TO LUMINAIRE(S)/RECEPTACLE
16
SYSTEM RACEWAY
RECEPTACLE CIRCUIT GROUNDED CONDUCTORS FROM
FUSE RATING
15A - RECEPTACLES
5A - LUMINAIRES
EXOTHERMICALLY WELDED TO GROUNDING ELECTRODE
IN SYSTEM RACEWAY (NOT SHOWN)
TWO ADDITIONAL BLACK CONDUCTORS FOR FUTURE USE
1
2
3
(TYP.)
4
10 (TYP.)
11 (TYP.)
12
6
7
8
9
(TYP.)
13
(TYP.)
15
5
LIGHT UNIT WISCONSIN RAPIDS DETAIL
DROP LENSACRYLIC TEARLED LUMINAIRE WITH
(SEE DETAIL)BASE SECTION
POLE SPIKE
SCROLLWORK DETAIL
BY POLE MANUFACTURER.)FOR THE CONCRETE BASE TO BE DETERMINED(THE EXACT SIZE, DEPTH & REINFORCEMENTLIGHT UNIT WISCONSIN RAPIDS BID ITEM)CONCRETE BASE (INCIDENTAL TO
60% PLANS - MARCH 2021
15
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2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
CONSTRUCTION DETAILS SHEET
POLE BASE DETAIL
14" DIA. BOLT CIRCLE
19" SQUARE BASE
FIXTURESTREETGFI
BANNER ARMSACCESS DOOR
1
2 2
1 ARM UNIT.
ARM UNITS.
4"
3"
ACCESS DOOR
2�" ABOVE GRADE
ANCHOR BOLT
INSTALLATION PATTERN
RIGHT BOLT
PATTERN
PATTERN
WRONG BOLT
ACCESS DOOR
SIDEWALK
STREET
�" DIAMETER X 18" LONG BOLTS WITH 4" +/- �" OF THREAD AND 3" +/- �" HOOK.
TYPICAL HARDWARE
REQUIRED PER BASE
4 ANCHOR BOLTS
4 NUTS
4 WASHERS
3 WASHERS FOR
LEVELING IF NEEDED.
3/4"
18"
2�" ABOVE GRADE
22
1
1
�" CHAMFER (TYP)
1�"
BASE TO BE DETERMINED BY POLE MANUFACTURER
THE EXACT SIZE, DEPTH & REINFORCEMENT FOR THE CONCRETE
NOTE:
CIRCLE14" DIAMETER BOLT
60% PLANS - MARCH 2021
16
SIG
N B
RID
GE
SIG
N B
RID
GE
IP
IP
IP
IP
IP
IP
IP
MH
MH
MH
MHMH
MH
MH
MH
MH
MH
W. GRAND AVENUE
MA
TC
HLIN
E S
TA. 15
+50
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2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
REMOVALS SHEET
EXLP-1.1
EXLP-1.2
EXSB-1.1
EXSB-1.2
EXSB-1.3
A
EXCB-1.1
EXCB-1.2EXCB-1.3
EXCB-1.4
A
ST
H 13/34/73 (W. RIV
ER
VIE
W EXPRESS
WA
Y)
REMOVAL LEGEND
B
A
EXCB-#
EXSP-#
EXSB-#
EXPB-#
EXLP-#
SALV-#
(PAID FOR AS REMOVING CONCRETE BASES)
EXISTING CONCRETE BASE TO BE REMOVED
(PAID FOR AS REMOVING CONCRETE BASES)
EXISTING STUB POLE BASE TO BE REMOVED
(PAID FOR AS REMOVING CONCRETE BASES)
EXISTING SIGNAL BASE TO BE REMOVED
(PAID FOR AS REMOVING PULL BOXES)
EXISTING PULL BOX TO BE REMOVED
(PAID FOR AS REMOVING UTILITY POLES AND REMOVING CONCRETE BASES)
EXISTING LIGHT POLE AND BASE TO BE REMOVED
(PAID FOR AS SALVAGE AND REPLACE LIGHT POLES AND REMOVING CONCRETE BASES)
EXISTING LIGHT POLE AND BASE TO BE REMOVED
REMOVING OVERHEAD SIGN SUPPORTS CANTILEVER
REMOVING OVERHEAD SIGN SUPPORTS FULL SPAN
10+00
+50
11+00
+50
12+00
+50
13+00+50 14+00 +50 15+00
+50
10+00 WB
+50 WB11+00 WB
+50 WB12+00 WB
+50 WB
13+00 WB
+50 WB14+00 WB
+50 WB15+00 WB
+50 WB
60% PLANS - MARCH 2021
17
SIG
N B
RID
GE
IP
IP
IP
IP
IP
IP
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
W. JACKSON ST.
W.
GR
AN
D
AV
EN
UE
6T
H
AV
EN
UE
MA
TC
HLIN
E S
TA. 15
+50
MA
TC
HLIN
E S
TA. 20
+50
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\021009_cd_removals.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
REMOVALS SHEET
EXSB-2.1
EXSB-2.2
EXSB-2.3
EXSB-2.4 EXSB-2.5
EXSB-2.6
EXSB-2.7
EXSB-2.8
EXSB-2.9
EXSB-2.10
EXLP-2.1
EXLP-2.2
EXLP-2.3
B
A
EXCB-2.1
EXCB-2.2
EXCB-2.3
AVENUE INTERSECTION REQ’D
W. JACKSON ST./6TH AVENUE NORTH/W. GRAND
REMOVE AND TRANSPORT TRAFFIC SIGNALS,
+5016+00
+5017+00
+5018+00
+50
19+00+50 20+00 +50
+50 WB16+00 WB
+50 WB17+00 WB
+50 WB18+00 WB
+50 WB19+00 WB
+50 WB20+00 WB
+50 WB
REMOVAL LEGEND
B
A
EXCB-#
EXSP-#
EXSB-#
EXPB-#
EXLP-#
SALV-#
(PAID FOR AS REMOVING CONCRETE BASES)
EXISTING CONCRETE BASE TO BE REMOVED
(PAID FOR AS REMOVING CONCRETE BASES)
EXISTING STUB POLE BASE TO BE REMOVED
(PAID FOR AS REMOVING CONCRETE BASES)
EXISTING SIGNAL BASE TO BE REMOVED
(PAID FOR AS REMOVING PULL BOXES)
EXISTING PULL BOX TO BE REMOVED
(PAID FOR AS REMOVING UTILITY POLES AND REMOVING CONCRETE BASES)
EXISTING LIGHT POLE AND BASE TO BE REMOVED
(PAID FOR AS SALVAGE AND REPLACE LIGHT POLES AND REMOVING CONCRETE BASES)
EXISTING LIGHT POLE AND BASE TO BE REMOVED
REMOVING OVERHEAD SIGN SUPPORTS CANTILEVER
REMOVING OVERHEAD SIGN SUPPORTS FULL SPAN
60% PLANS - MARCH 2021
18
SIGN BRIDGE
SIG
N B
RID
GE
IP
IP
IP
IP
IP
MH
MH
MH
MH
MH
MH
MH
IP
MH
MH
W. JACKSON ST.
4TH AVENUE
MATCHLINE STA. 20+50
MA
TC
HLIN
E S
TA. 24
+50
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\021010_cd_removals.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
REMOVALS SHEET
A
A
B
EXLP-3.1
EXLP-3.2
EXCB-3.1
EXCB-3.2
EXCB-3.3
EXCB-3.4
EXCB-3.5
EXCB-3.6
EXCB-3.7
+50
21+0
0
+50
22+00+50
23+00
+50
24+00
+50
+50
WB
21+00 WB
+50
WB
22+0
0 WB
+50 WB23+00 WB
+50 WB
24+00 WB
+50 WB
REMOVAL LEGEND
B
A
EXCB-#
EXSP-#
EXSB-#
EXPB-#
EXLP-#
SALV-#
(PAID FOR AS REMOVING CONCRETE BASES)
EXISTING CONCRETE BASE TO BE REMOVED
(PAID FOR AS REMOVING CONCRETE BASES)
EXISTING STUB POLE BASE TO BE REMOVED
(PAID FOR AS REMOVING CONCRETE BASES)
EXISTING SIGNAL BASE TO BE REMOVED
(PAID FOR AS REMOVING PULL BOXES)
EXISTING PULL BOX TO BE REMOVED
(PAID FOR AS REMOVING UTILITY POLES AND REMOVING CONCRETE BASES)
EXISTING LIGHT POLE AND BASE TO BE REMOVED
(PAID FOR AS SALVAGE AND REPLACE LIGHT POLES AND REMOVING CONCRETE BASES)
EXISTING LIGHT POLE AND BASE TO BE REMOVED
REMOVING OVERHEAD SIGN SUPPORTS CANTILEVER
REMOVING OVERHEAD SIGN SUPPORTS FULL SPAN
60% PLANS - MARCH 2021
19
IP
IP
IP
IP
MH
MH
MH
MH
MH
MH
MH
MH
MH
GV
GV
MH
MH
GV
MH
W. JACKSON STREET
2N
D
AV
EN
UE
NO
RT
H
3R
D
AV
EN
UE
NO
RT
H
MA
TC
HLIN
E S
TA. 29
+50
MA
TC
HLIN
E S
TA. 24+50
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\021011_cd_removals.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
REMOVALS SHEET
SALV-4.1
EXLP-4.2
EXLP-4.3
SALV-4.4SALV-4.3
SALV-4.2EXSP-4.1
+50
25+00
+50 26+00+50
27+00+50
28+00 +50 29+00 +50
25+00 WB
+50 WB26+00 WB
+50 WB27+00 WB
+50 WB28+00 WB +50 WB 29+00 WB +50 WB
REMOVAL LEGEND
B
A
EXCB-#
EXSP-#
EXSB-#
EXPB-#
EXLP-#
SALV-#
(PAID FOR AS REMOVING CONCRETE BASES)
EXISTING CONCRETE BASE TO BE REMOVED
(PAID FOR AS REMOVING CONCRETE BASES)
EXISTING STUB POLE BASE TO BE REMOVED
(PAID FOR AS REMOVING CONCRETE BASES)
EXISTING SIGNAL BASE TO BE REMOVED
(PAID FOR AS REMOVING PULL BOXES)
EXISTING PULL BOX TO BE REMOVED
(PAID FOR AS REMOVING UTILITY POLES AND REMOVING CONCRETE BASES)
EXISTING LIGHT POLE AND BASE TO BE REMOVED
(PAID FOR AS SALVAGE AND REPLACE LIGHT POLES AND REMOVING CONCRETE BASES)
EXISTING LIGHT POLE AND BASE TO BE REMOVED
REMOVING OVERHEAD SIGN SUPPORTS CANTILEVER
REMOVING OVERHEAD SIGN SUPPORTS FULL SPAN
60% PLANS - MARCH 2021
20
IP
MH
MH
MH
MH
MH
MHM
H
GV
MH
MH
MH
MH
W. JACKSON ST.
MA
TC
HLIN
E S
TA. 29
+50
WIS
CO
NSIN
RIV
ER
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\021012_cd_removals.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
REMOVALS SHEET
EXLP-5.1
+50
30+00
+50 31+00
+50
32+0
0
+50
33+0
0
+50
30+00 WB
+50 WB
31+00 WB +50 WB
32+0
0 WB
+50
WB
33+0
0 WB
+50
WB
34+0
0 WB
REMOVAL LEGEND
B
A
EXCB-#
EXSP-#
EXSB-#
EXPB-#
EXLP-#
SALV-#
(PAID FOR AS REMOVING CONCRETE BASES)
EXISTING CONCRETE BASE TO BE REMOVED
(PAID FOR AS REMOVING CONCRETE BASES)
EXISTING STUB POLE BASE TO BE REMOVED
(PAID FOR AS REMOVING CONCRETE BASES)
EXISTING SIGNAL BASE TO BE REMOVED
(PAID FOR AS REMOVING PULL BOXES)
EXISTING PULL BOX TO BE REMOVED
(PAID FOR AS REMOVING UTILITY POLES AND REMOVING CONCRETE BASES)
EXISTING LIGHT POLE AND BASE TO BE REMOVED
(PAID FOR AS SALVAGE AND REPLACE LIGHT POLES AND REMOVING CONCRETE BASES)
EXISTING LIGHT POLE AND BASE TO BE REMOVED
REMOVING OVERHEAD SIGN SUPPORTS CANTILEVER
REMOVING OVERHEAD SIGN SUPPORTS FULL SPAN
60% PLANS - MARCH 2021
21
SIG
N B
RID
GE
SIG
N B
RID
GE
ONLY
ONLY
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\021201_pd.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
PLAN DETAILS SHEET
W. GRAND AVENUE12’
12’
12’
12’
11’
11’
15’
ASPH-HMA
ASPH-HMA
2%
2%
2%
2%
2%
2%
2%
CG-30D
CG-18D
CG-18D
CG-30D
CG-30
D
CG-30D
CG-30D
ASPH-D
CD-6
CD-6
CG-24D(S)
CG-24D(S)
CG-24D(S)
CG-24D(S)
CG-18
D
CG-18
D
CS-4
CS-4CS-4
CS-4
CS-6
CS-6
CG-30
DCS-6
MA
TC
HLIN
E S
TA. 15
+50
CS-6
GUTTER 30-INCH TYPE A
CONCRETE CURB &
GUTTER 30-INCH TYPE A
CONCRETE CURB &
2%
2%
2%
2%
0.7
5%
2%
+54.4
+29.5
+29.5
+76.4
W
B
+88.3
W
B
+58.3
ST
H 13/34/73 (W. RIV
ER
VIE
W EXPRESS
WA
Y)
CS-4
CS-6
STA. 11+06.44
BEGIN PROJECT
10+00
+50
11+00
+50
12+00
+50
13+00+50 14+00 +50 15+00
+50
10+00 WB
+50 WB11+00 WB
+50 WB12+00 WB
+50 WB
13+00 WB
+50 WB14+00 WB
+50 WB15+00 WB
+50 WB
LEGEND
X
CURB RAMP, TYPE X
TRAFFIC FLOW
MANHOLE
PROPOSED STORM SEWER
CD-6
CONCRETE SIDEWALK 4-INCH
SAWING ASPHALT
SAWING CONCRETE
30-INCH TYPE D
CONCRETE CURB & GUTTERCG-30D
ASPH-D
CS-4
STAMPING COLORED CONCRETE (4-INCH)
CATCH BASIN
PROPOSED STORM SEWER
SLOPE INTERCEPT
AND FIELD ENTRANCES
ASPHALTIC SURFACE DRIVEWAYS
CONCRETE DRIVEWAY 6-INCH
C-PD
REVERSE SLOPE GUTTER
ASPH-HMA
CONC-12
CG-36R
SLOPED 36-INCH TYPE R
CONCRETE CURB & GUTTER 4-INCH
CG-36A
SLOPED 36-INCH TYPE A
CONCRETE CURB & GUTTER 4-INCH
SECTION FOR LAYER MIX AND THICKNESS
HMA PAVEMENT - SEE TYPICAL
CG-24D(S)
CG-18D
18-INCH TYPE D
CONCRETE CURB & GUTTER
CONCRETE CURB PEDESTRIAN
CONCRETE SIDEWALK 6-INCHCS-6
18-INCH TYPE A (REJECT)
CONCRETE CURB & GUTTERCG-18A(R)CONCRETE TRUCK APRON 12-INCH
PATINA
WARNING FIELD NATURAL
CURB RAMP DETECTABLE
SLOPED 24-INCH TYPE D SPECIAL
CONCRETE CURB & GUTTER 4-INCH
COLORING CONCRETE CUSTOM
60% PLANS - MARCH 2021
22
SIG
N B
RID
GE
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\021202_pd.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
PLAN DETAILS SHEET
W. JACKSON ST.
W.
GR
AN
D
AV
EN
UE
6T
H
AV
EN
UE
12’
12’
2%
2%
CS-4
12’
12’
14’
14’
12’
14’
14’
ASPH-HMA
ASPH-HMA
CS-4
CS-4
AS
PH-
HM
A
AS
PH-
HM
A
2%
2%
2%
2%
2%
CS-6
CS-6
CS-6
CS-4
CD-6
CD-6
ASPH-D
CS-4
CG-24D(S)
CG-24D(S)
CG-30D
CG-30D
CG-30D
CG-30
D
CG-30
D
CG-30D
CG-24D(S)
CG-24D(S)
CG-30D
CS-6
CONC-12
CONC-12
CS-4
MA
TC
HLIN
E S
TA. 15
+50
MA
TC
HLIN
E S
TA. 20
+50
20’20’
CS-4
2%
WG
+83.6
WB
+60.1
4’
6’
CS-4
STA. 10+28.05 WG
BEGIN CONSTRUCTION
+5016+00
+5017+00
+5018+00
+50
19+00+50 20+00 +50
+50 WB16+00 WB
+50 WB17+00 WB
+50 WB18+00 WB
+50 WB19+00 WB
+50 WB20+00 WB
+50 WB
10+00
WG
+50
11+00
WG
+50
12+00
WG
10+00 F
LEGEND
X
CURB RAMP, TYPE X
TRAFFIC FLOW
MANHOLE
PROPOSED STORM SEWER
CD-6
CONCRETE SIDEWALK 4-INCH
SAWING ASPHALT
SAWING CONCRETE
30-INCH TYPE D
CONCRETE CURB & GUTTERCG-30D
ASPH-D
CS-4
STAMPING COLORED CONCRETE (4-INCH)
CATCH BASIN
PROPOSED STORM SEWER
SLOPE INTERCEPT
AND FIELD ENTRANCES
ASPHALTIC SURFACE DRIVEWAYS
CONCRETE DRIVEWAY 6-INCH
C-PD
REVERSE SLOPE GUTTER
ASPH-HMA
CONC-12
CG-36R
SLOPED 36-INCH TYPE R
CONCRETE CURB & GUTTER 4-INCH
CG-36A
SLOPED 36-INCH TYPE A
CONCRETE CURB & GUTTER 4-INCH
SECTION FOR LAYER MIX AND THICKNESS
HMA PAVEMENT - SEE TYPICAL
CG-24D(S)
CG-18D
18-INCH TYPE D
CONCRETE CURB & GUTTER
CONCRETE CURB PEDESTRIAN
CONCRETE SIDEWALK 6-INCHCS-6
18-INCH TYPE A (REJECT)
CONCRETE CURB & GUTTERCG-18A(R)CONCRETE TRUCK APRON 12-INCH
PATINA
WARNING FIELD NATURAL
CURB RAMP DETECTABLE
SLOPED 24-INCH TYPE D SPECIAL
CONCRETE CURB & GUTTER 4-INCH
COLORING CONCRETE CUSTOM
60% PLANS - MARCH 2021
23
SIGN BRIDGE
SIG
N B
RID
GE
YIELD
YIELD
YIELD
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\021203_pd.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
PLAN DETAILS SHEET
W. JACKSON ST.
4TH AVENUE
ASPH-HMA
ASPH-HMA
CS-4
CS-4
CS-4
CS-6
CS-6
CS-6
CG-24D(S)
CG-24D(S)
CG-30D
CG-30D
CG-30DC
G-30
D
CG-24
D(S)
CG-2
4D(S)
CG-36R
CG-18A(R)
CG-30D
CG-30D
CG-30
DC
G-36
A
CG-30
D
CS-4
CONC-12
CD-6
CS-6
CONC-12
CS-4
CS-4
CS-4
14’
14’
14’
11’
18’
14’
18’
18’
2%
1%
2%
1%
1%
2%
2%
2%
2%
1%
1%
2%
2%
2%
2%
2%
2%
2%
1%
2%
2%
2%
2%
2%
2%
2%
2%
2% 2%
2%
2%2%
ASPH-
HMA
2%
2%
CONC-12
CONC-12
CO
NC-12
CONC-12
MATCHLINE STA. 20+50
MA
TC
HLIN
E S
TA. 24
+50
CD-6
CG-30DCG-30
D
ASPH-D
15.5’
STA. 11+18.75 C
END CONSTRUCTION
+50
21+0
0
+50
22+00+50
23+00
+50
24+00
+50
+50
WB
21+00 WB
+50
WB
22+0
0 WB
+50 WB23+00 WB
+50 WB
24+00 WB
+50 WB
10+00
A
12+00 A
+50
A
11+00 A
+50
A
10+00 B
+50
B
11+00 B
+50
B
12+0
0 B
+50
B
10+0
0 C
+50
C
11+00 C
10+00
D
+50 D
11+00 D
10+00
E
+50
E
11+00 E
+50
E
+50
F
11+00 F
+50 F
12+00 F
LEGEND
X
CURB RAMP, TYPE X
TRAFFIC FLOW
MANHOLE
PROPOSED STORM SEWER
CD-6
CONCRETE SIDEWALK 4-INCH
SAWING ASPHALT
SAWING CONCRETE
30-INCH TYPE D
CONCRETE CURB & GUTTERCG-30D
ASPH-D
CS-4
STAMPING COLORED CONCRETE (4-INCH)
CATCH BASIN
PROPOSED STORM SEWER
SLOPE INTERCEPT
AND FIELD ENTRANCES
ASPHALTIC SURFACE DRIVEWAYS
CONCRETE DRIVEWAY 6-INCH
C-PD
REVERSE SLOPE GUTTER
ASPH-HMA
CONC-12
CG-36R
SLOPED 36-INCH TYPE R
CONCRETE CURB & GUTTER 4-INCH
CG-36A
SLOPED 36-INCH TYPE A
CONCRETE CURB & GUTTER 4-INCH
SECTION FOR LAYER MIX AND THICKNESS
HMA PAVEMENT - SEE TYPICAL
CG-24D(S)
CG-18D
18-INCH TYPE D
CONCRETE CURB & GUTTER
CONCRETE CURB PEDESTRIAN
CONCRETE SIDEWALK 6-INCHCS-6
18-INCH TYPE A (REJECT)
CONCRETE CURB & GUTTERCG-18A(R)CONCRETE TRUCK APRON 12-INCH
PATINA
WARNING FIELD NATURAL
CURB RAMP DETECTABLE
SLOPED 24-INCH TYPE D SPECIAL
CONCRETE CURB & GUTTER 4-INCH
COLORING CONCRETE CUSTOM
60% PLANS - MARCH 2021
24
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\021204_pd.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
PLAN DETAILS SHEET
W. JACKSON STREET
2N
D
AV
EN
UE
NO
RT
H
3R
D
AV
EN
UE
NO
RT
H
ASPH-HMA
ASPH-HMA
CS-4
CS-4
CS-4CS-4
CD-6
CD-6
CS-6CS-6
CS-6
CG-24D(S)
CG-24D(S)
CG-30D
CG-30D
CG-24D(S)
CG-24D(S)
CG-30D
CG-30D
CG-30D
CG-30D
CG-24D(S)
CD-6
CD-6
ASPH-D
CG-30
D
CG-30
D
CS-4
11’
14’
14’14’
14’
14’
11’
14’
14’
14’
2%
2%
2%
2%
1%2
%
CONC-12
CONC-12
CONC-12 CONC-12
MA
TC
HLIN
E S
TA. 29
+50
MA
TC
HLIN
E S
TA. 24+50
CS-4CS-4
CG-18D
CG-18D
ASPH-D
ASPH-D
CS-4
1%
0.5
%+84
+69
0.7
5%2
%
14’
11’
+63
1%
+56
+90
+50
25+00
+50 26+00+50
27+00+50
28+00 +50 29+00 +50
25+00 WB
+50 WB26+00 WB
+50 WB27+00 WB
+50 WB28+00 WB +50 WB 29+00 WB +50 WB
LEGEND
X
CURB RAMP, TYPE X
TRAFFIC FLOW
MANHOLE
PROPOSED STORM SEWER
CD-6
CONCRETE SIDEWALK 4-INCH
SAWING ASPHALT
SAWING CONCRETE
30-INCH TYPE D
CONCRETE CURB & GUTTERCG-30D
ASPH-D
CS-4
STAMPING COLORED CONCRETE (4-INCH)
CATCH BASIN
PROPOSED STORM SEWER
SLOPE INTERCEPT
AND FIELD ENTRANCES
ASPHALTIC SURFACE DRIVEWAYS
CONCRETE DRIVEWAY 6-INCH
C-PD
REVERSE SLOPE GUTTER
ASPH-HMA
CONC-12
CG-36R
SLOPED 36-INCH TYPE R
CONCRETE CURB & GUTTER 4-INCH
CG-36A
SLOPED 36-INCH TYPE A
CONCRETE CURB & GUTTER 4-INCH
SECTION FOR LAYER MIX AND THICKNESS
HMA PAVEMENT - SEE TYPICAL
CG-24D(S)
CG-18D
18-INCH TYPE D
CONCRETE CURB & GUTTER
CONCRETE CURB PEDESTRIAN
CONCRETE SIDEWALK 6-INCHCS-6
18-INCH TYPE A (REJECT)
CONCRETE CURB & GUTTERCG-18A(R)CONCRETE TRUCK APRON 12-INCH
PATINA
WARNING FIELD NATURAL
CURB RAMP DETECTABLE
SLOPED 24-INCH TYPE D SPECIAL
CONCRETE CURB & GUTTER 4-INCH
COLORING CONCRETE CUSTOM
60% PLANS - MARCH 2021
25
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\021205_pd.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
PLAN DETAILS SHEET
W. JACKSON ST.
ASPH-HMA
CG-24D(S)
CS-4
CD-6CD-6
CG-24D(S)
CG-30D
CG-30D
CS-6
CS-4
CS-4
11’
14’
14’
12’
11’
14’
2%
2%
2%
CONC-12
MA
TC
HLIN
E S
TA. 29
+50
CD-6
GUTTER 30-INCH TYPE A
CONCRETE CURB &
WIS
CO
NSIN
RIV
ER
B-71-
011 (T
O REMAIN
)
STA. 31+58.20
END PROJECT
+50
30+00
+50 31+00
+50
32+0
0
+50
33+0
0
+50
34+0
0
+50
35+0
0
30+00 WB
+50 WB
31+00 WB +50 WB
32+0
0 WB
+50
WB
33+0
0 WB
+50
WB
34+0
0 WB
+50
WB
35+0
0 WB
+50
WB
LEGEND
X
CURB RAMP, TYPE X
TRAFFIC FLOW
MANHOLE
PROPOSED STORM SEWER
CD-6
CONCRETE SIDEWALK 4-INCH
SAWING ASPHALT
SAWING CONCRETE
30-INCH TYPE D
CONCRETE CURB & GUTTERCG-30D
ASPH-D
CS-4
STAMPING COLORED CONCRETE (4-INCH)
CATCH BASIN
PROPOSED STORM SEWER
SLOPE INTERCEPT
AND FIELD ENTRANCES
ASPHALTIC SURFACE DRIVEWAYS
CONCRETE DRIVEWAY 6-INCH
C-PD
REVERSE SLOPE GUTTER
ASPH-HMA
CONC-12
CG-36R
SLOPED 36-INCH TYPE R
CONCRETE CURB & GUTTER 4-INCH
CG-36A
SLOPED 36-INCH TYPE A
CONCRETE CURB & GUTTER 4-INCH
SECTION FOR LAYER MIX AND THICKNESS
HMA PAVEMENT - SEE TYPICAL
CG-24D(S)
CG-18D
18-INCH TYPE D
CONCRETE CURB & GUTTER
CONCRETE CURB PEDESTRIAN
CONCRETE SIDEWALK 6-INCHCS-6
18-INCH TYPE A (REJECT)
CONCRETE CURB & GUTTERCG-18A(R)CONCRETE TRUCK APRON 12-INCH
PATINA
WARNING FIELD NATURAL
CURB RAMP DETECTABLE
SLOPED 24-INCH TYPE D SPECIAL
CONCRETE CURB & GUTTER 4-INCH
COLORING CONCRETE CUSTOM
60% PLANS - MARCH 2021
26
SIG
N B
RID
GE
SIG
N B
RID
GE
IPIP
IP
IP
IP
MHMH
MH
MH
MH
MH
WV
WV
WV
MH
MH
MH
MH
12"
12"
24"
IP
IPIP
IP IP
SIG
N B
RID
GE
SIG
N B
RID
GE
SIGN BRIDGE
IPIP
IP
MH
MH
MH
WV
WV
MH
MHMH
MH
WV
WV
WV
WV
MH
MH
WVWVWV
WV
IPMH
MH
MH
MH
MH
IP
IP IP
IP
10+00+50
11+00+50
12+00+50 13+00 +50
14+00+50
15+00 +50 16+00
10+00 WB+50 WB 11+00 WB
+50 WB 12+00 WB+50 WB
13+00 WB+50 WB 14+00 WB +50 WB 15+00 WB +50 WB 16+00 WB
R/W
W. GRAND AVENUE
WORKS & LIGHTING COMMISSION (WATER)
WISCONSIN RAPIDS WATER
(SANITARY SEWER)
CITY OF WISCONSIN RAPIDS
P.L.
& LIGHTING COMMISSION (ELECTRIC)
WORKS WISCONSIN RAPIDS WATER
(COMMUNICATIONS)
SOLARUS
MA
TC
HLIN
E 16
+00
MA
TC
HLIN
E 16
+0
0
MATCHLIN
E 22+00
STORM SEWER REMOVAL DESCRIPTIONS
1
2
3
4
2
1
1
3
1
1
1
1
1
3
2 2
23
2
4
1
2
2
1
4
1
1 1
1
1
1
2
5
6
5
5
3
5
5
5
5
5
5
5
5
5
5
5
5
1
5
5
6
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\022401_ss_removals.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
STORM SEWER REMOVALS SHEET
(W.
RIV
ER
VIE
W
EXP
RES
WA
Y)
ST
H 13/34/73
6
MATCHLINE 11+50 WG
REMOVING STORM SEWER
REMOVING MANHOLES REQ’D
REMOVING INLETS REQ’D
REMOVING STORM SEWER (36 TO 60)-INCH REQ’D
REMOVING STORM SEWER (24 TO 30)-INCH REQ’D
REMOVING STORM SEWER (18 TO 21)-INCH REQ’D
REMOVING STORM SEWER (O TO 15)-INCH REQ’D
6 6
66
1
16+00 +50 17+00 +50 18+00 +50 19+00 +5020+00
+50
21+00
+50
22+00
16+00 WB +50 WB 17+00 WB +50 WB 18+00 WB +50 WB 19+00 WB +50 WB 20+00 WB +50 WB
21+
00
WB
+50
WB
22+00
WB
+50
12+00
WG
10+00
A
12+0
0 A
+50
A
11+00
A+50
A
+50
B
11+00
B+50
B12
+00
B
10+00
C+50
C
10+00
D
+50
D
10+00 E
+50
E
11+00
E
10+00 F
+50 F
11+00 F
+50 F
60% PLANS - MARCH 2021
27
IP
IP
IP
IP
IP
IP
IP
MH
MH
MH
WV
WV
GV
GV
MH
WV
WV
MH
GV
MH
WV
8"
12"
IP
IP
IP
IP
IP
IP
IP
IP
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
GV
MH
WV
MH
MH
MH
MH
(EXIS
T.) 1
8" S
AN.
18"
IP
IP
22+00
+50
23+00
+50
24+00
+50
25+00+50
26+00
+50
27+00
+50
28+00
+50 WB23+00 WB
+50 WB
24+00 WB
+50 WB
25+00 WB +50 WB
26+00
WB
+50 WB
27+00
WB
+50 WB
28+00
WB
10+00 B
+50 F12+00 F
MA
TC
HLIN
E 22
+00.0
0
MA
TC
HLIN
E 28
+00.0
0
MA
TC
HLIN
E 28
+00.0
0
1
1
21
1
1
1
1
11
1
2
2
5
2
2
2
1
5
5
5
5
5
5
2
5
5
5
5
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\022402_ss_removals.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
STORM SEWER REMOVALS SHEET
STORM SEWER REMOVAL DESCRIPTIONS
5
6
1
2
3
4
REMOVING STORM SEWER
REMOVING MANHOLES REQ’D
REMOVING INLETS REQ’D
REMOVING STORM SEWER (36 TO 60)-INCH REQ’D
REMOVING STORM SEWER (24 TO 30)-INCH REQ’D
REMOVING STORM SEWER (18 TO 21)-INCH REQ’D
REMOVING STORM SEWER (O TO 15)-INCH REQ’D
1
6
28+00 +50 29+00 +50 30+00 +50
31+00
+50
32+0
0
+50
33+0
0
+50 WB 29+00 WB +50 WB 30+00 WB +50 WB 31+00 WB
+50 WB
32+0
0 WB
+50
WB
33+0
0 WB
60% PLANS - MARCH 2021
28
IP
IP
IP
IP
IP
MH
MH
MH
WV
MH
WV
WV
MH
MH
IP
IP
MH
MH
8"
IP
IPIP
IP IP
IP
IP
10+00 WG +50
11+00 WG
+50
5
1
1
5
6
1
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\022403_ss_removals.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
STORM SEWER REMOVALS SHEET
STORM SEWER REMOVAL DESCRIPTIONS
1
2
3
4
5
6
W. GRAND AVENUE
MA
TC
HLIN
E 11
+50
WG
REMOVING STORM SEWER
REMOVING MANHOLES REQ’D
REMOVING INLETS REQ’D
REMOVING STORM SEWER (36 TO 60)-INCH REQ’D
REMOVING STORM SEWER (24 TO 30)-INCH REQ’D
REMOVING STORM SEWER (18 TO 21)-INCH REQ’D
REMOVING STORM SEWER (O TO 15)-INCH REQ’D
60% PLANS - MARCH 2021
29
SIG
N B
RID
GE
SIG
N B
RID
GE
IPIP
IP
IP
IP
IP
MHMH
MH
MH
MH
MH
WV
WV
WV
MH
MH
MH
MH
12"
12"
24"
IP
IP
IPIP
IP IP
10+00+50
11+00+50
12+00+50 13+00 +50
14+00+50
15+00 +50 16+00
10+00 WB+50 WB 11+00 WB
+50 WB 12+00 WB+50 WB
13+00 WB+50 WB 14+00 WB +50 WB 15+00 WB +50 WB 16+00 WB
10+00 11+00 12+00 13+00 14+00 15+00 16+00
985
990
995
1000
1005
1010
1015
1020
990
995
1000
1005
1010
1015
1020
MA
TC
HLIN
E 16
+0
0.0
0
R/W
R/W
PROFILE
PROPOSED
PROFILE
EXISTING GROUND
W. GRAND AVENUE
P.L.
& LIGHTING COMMISSION (ELECTRIC)
WORKS WISCONSIN RAPIDS WATER
(COMMUNICATIONS)
SOLARUS
255
265
266
250240
235
231
230 280
245
285
290
295
270300
260
255
250 240235 245
280
ST
H 13/34/73 (W.
RIV
ER
VIE
W
EXP
RESS
WA
Y)
WISDOT/CADDS SHEET 41
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\022501_ss.dgnFILE NAME : 3/22/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
STORM SEWER SHEET
60% PLANS - MARCH 2021
30
SIG
N B
RID
GE
SIG
N B
RID
GE
SIGN BRIDGE
IP
IPIP
MH
MH
MH
WV
WV
MH
MHMH
MH
WV
WV
WV
WV
MH
MH
WVWV
WV
WV
IPMH
MH
MH
MH
IPIP
IP
IP
16+00 +50 17+00 +50 18+00 +50 19+00 +5020+00
+50
21+00
+50
22+00
16+00 WB +50 WB 17+00 WB +50 WB 18+00 WB +50 WB 19+00 WB +50 WB 20+00 WB +50 WB
21+
00
WB
+50
WB
22+00
WB
12+00
WG
10+00
A
12+0
0 A
+50
A
11+00
A+50
A
+50
B
11+00
B+50
B12
+00
B
10+00
C+50
C
10+00
D
+50
D
10+00 E
+50
E
11+00
E
10+00 F
+50 F
11+00 F
+50 F
16+00 17+00 18+00 19+00 20+00 21+00 22+00
985
990
995
1000
1005
1010
1015
1020
990
995
1000
1005
1010
1015
1020
MA
TC
HLIN
E 16
+0
0.0
0
W.
GR
AN
D
AV
EN
UE
6T
H
AV
EN
UE
NO
RT
H
W. JACKSON STREET
4T
H
AV
EN
UE
N0
RT
H
PROFILE
PROPOSED
PROFILE
EXISTING GROUND
& LIGHTING COMMISSION (ELECTRIC)
WORKS WISCONSIN RAPIDS WATER
(COMMUNICATIONS)
SOLARUS
WORKS & LIGHTING COMMISSION (WATER)
WISCONSIN RAPIDS WATER
(SANITARY SEWER)
CITY OF WISCONSIN RAPIDS
WISDOT/CADDS SHEET 41
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\022502_ss.dgnFILE NAME : 3/22/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WOOD
PLOT NAME :
2
STORM SEWER SHEET
355
350
345
330
325
364
326
390
395
366
397
367
377
380
362 361
363
373372
396
365
371
360
305325 364
396
375
305
MATCHLINE 12+00.00 WG
WEST JACKSON STREET
60% PLANS - MARCH 2021
31
IP
IP
IP
IP
IP
IP
IP
MH
MH
MH
WV
WV
GV
GV
MH
WV
WV
MH
GV
MH
WV
8"
12"
IP
IP
IP
IP
IP
IP
IP
22+00
+50
23+00
+50
24+00
+50
25+00+50
26+00
+50
27+00
+50
28+00
+50 WB23+00 WB
+50 WB
24+00 WB
+50 WB
25+00 WB +50 WB
26+00
WB
+50 WB
27+00
WB
+50 WB
28+00
WB
10+00 B
+50 F12+00 F
22+00 23+00 24+00 25+00 26+00 27+00 28+00
980
985
990
995
1000
1005
1010
1015
985
990
995
1000
1005
1010
1015
MA
TC
HLIN
E 22
+0
0.0
0
MA
TC
HLIN
E 28
+0
0.0
0
W. JACKSON S
TREET
NO
RT
H3
RD
AV
EN
UE
WE ENERGIES (GAS)
R/W
PROFILE
PROPOSED
PROFILE
EXISTING GROUND
& LIGHTING COMMISSION (ELECTRIC)
WORKS WISCONSIN RAPIDS WATER
(COMMUNICATIONS)
SOLARUS
WORKS & LIGHTING COMMISSION (WATER)
WISCONSIN RAPIDS WATER
(SANITARY SEWER)
CITY OF WISCONSIN RAPIDS
(COMMUNICATIONS)
CHARTER COMMUNICATIONS
R/W
R/W
R/W
P.L.
P.L.
410
415
405
400
401402
440
455
460
416
415405
400401
440
401
WISDOT/CADDS SHEET 41
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\022503_ss.dgnFILE NAME : 3/22/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
STORM SEWER SHEET
60% PLANS - MARCH 2021
32
IP
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
GVM
H
WV
MH
MH
MH
MH
(EXIS
T.) 1
8" S
AN.
18"
IP
IP
28+00
+50
29+00
+50
30+00
+5031+0
0
+50
32+0
0
+50
33+0
0
+50
34+0
0
+50 WB29+00 WB
+50 WB30+00 WB
+50 WB31+00 WB
+50 WB
32+0
0 WB
+50
WB
33+0
0 WB
+50
WB
34+0
0 WB
28+00 29+00 30+00 31+00 32+00 33+00 34+00
975
980
985
990
995
1000
1005
1010
975
980
985
990
995
1000
1005
1010
MA
TC
HLIN
E 28
+0
0.0
0
W. JACKSON STREET
WE ENERGIES (GAS)
PROFILE
PROPOSED
PROFILE
EXISTING GROUND
& LIGHTING COMMISSION (ELECTRIC)
WORKS WISCONSIN RAPIDS WATER (COMMUNICATIONS)
SOLARUS
WORKS & LIGHTING COMMISSION (WATER)
WISCONSIN RAPIDS WATER
(SANITARY SEWER)
CITY OF WISCONSIN RAPIDS
P.L.
R/W
R/W
NO
RT
H
2N
D
AV
EN
UE
R/
W
480
475
470
490491
494
498
497
496495499
500
465
481
WISDOT/CADDS SHEET 41
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\022504_ss.dgnFILE NAME : 3/22/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
STORM SEWER SHEET
RECONSTRUCT.
CONNECT TO EXISTING.
60% PLANS - MARCH 2021
33
IP
IP
IP
IP
IP
IP
IP
IP
MH
MH
MH
WV
MH
WV
WV
MH
MH
IP
IP
MH
MH
MH
8"
IP
IP
IPIP
IP IP
IP
IP
IP
IP
10+00
WG
+5011+00 WG
+50
12+00 WG
10+00 11+00 12+00
985
990
995
1000
1005
1010
1015
1020
985
990
995
1000
1005
1010
1015
1020
R/W
PROFILE
PROPOSED
PROFILE
EXISTING GROUND
& LIGHTING COMMISSION (ELECTRIC)
WORKS WISCONSIN RAPIDS WATER
315
R/W
310
320
310
W. GRAND
AVENUE
MA
TC
HLIN
E 12
+0
0.0
0
WG
WISDOT/CADDS SHEET 41
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\022505_ss.dgnFILE NAME : 3/22/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
STORM SEWER - JACKSON STREET SHEET
60% PLANS - MARCH 2021
34
230 12+66.62 ML 26.5’RT 34.2 235 2X3-FT H-S - - 1004.71 1004.05 4.70 12 1001.35 1000.86 34 1.44% 2-FT SUMP REQ’D
231 12+56.77 ML 26.5’RT 10.0 230 2X3-FT H-S - - 1004.70 1004.04 4.64 12 1001.40 1001.35 10 0.50% 2-FT SUMP REQ’D
235 12+85.34 ML 2.0’LT 49.4 245 4-FT HM-GJ - - 1005.24 1004.58 5.72 21 1000.86 1000.58 49 0.57% 2-FT SUMP REQ’D
240 12+85.43 ML 5.7’LT 3.7 235 2X3-FT HM-GJ - - 1004.71 1004.05 5.12 21 1000.93 1000.86 4 1.75% 2-FT SUMP REQ’D
245 13+30.11 ML 18.2’RT 164.4 280 - - 4-FT J-S 1005.20 1004.12 3.54 21 1000.58 1000.35 164 0.14%
250 12+85.07 ML 23.5’LT 17.8 240 - H 5-FT - 1005.01 1004.35 5.34 21 1001.01 1000.93 18 0.44% FLAT SLAB TOP REQ’D; 2-FT SUMP REQ’D
255 11+72.17 ML 23.7’LT 112.3 250 4-FT H - - 1005.93 1005.27 5.83 21 1001.44 1001.01 112 0.38% 2-FT SUMP REQ’D
260 11+71.14 ML 75.1’LT 51.4 255 - - - - - - - 12 1001.87 1001.44 51 0.84% CONCRETE COLLARS FOR PIPE REQ’D
265 13+06.77 ML 66.3’LT 47.6 250 2X3-FT H-S - - 1004.47 1003.81 4.35 18 1001.46 1001.01 48 0.94% 2-FT SUMP REQ’D
266 13+17.08 ML 65.8’LT 9.6 265 2X3-FT H-S - - 1004.45 1003.79 4.28 12 1001.51 1001.46 10 0.50% 2-FT SUMP REQ’D
270 13+09.21 ML 71.9’LT 6.0 265 - - - - - - - 6 1001.63 1001.46 6 2.83% 6-INCH PVC PIPE REQ’D
280 14+93.99 ML 29.7’RT 161.9 305 4-FT H - - 1005.66 1005.00 6.65 24 1000.35 999.67 162 0.42% 2-FT SUMP REQ’D
285 14+93.20 ML 0.8’LT 30.5 280 2X3-FT HM-GJ - - 1006.26 1005.60 4.95 12 1002.65 1001.35 30 4.33% 2-FT SUMP REQ’D
290 14+94.26 ML 14.8’LT 14.0 285 2X3-FT HM-GJ - - 1006.20 1005.54 4.66 12 1002.88 1002.65 14 1.64% 2-FT SUMP REQ’D
295 14+96.16 ML 53.9’LT 39.2 290 2X3-FT H - - 1005.45 1004.79 3.79 12 1003.00 1002.88 39 0.31% 2-FT SUMP REQ’D
300 14+96.20 ML 59.4’LT 5.5 295 - - - - - - - 12 1003.07 1003.00 6 1.17% CONCRETE COLLARS FOR PIPE REQ’D
305 16+57.00 ML 27.8’RT 88.4 325 - - 5-FT J-S 1007.11 1006.03 6.36 36 999.67 999.35 88 0.36%
310 10+33.36 WG 0.7’LT 173.7 305 - - 4-FT J-S 1006.68 1005.60 4.16 15 1001.44 999.67 174 1.02%
315 10+32.70 WG 25.9’LT 25.2 310 2X3-FT H - - 1006.06 1005.40 5.40 12 1002.00 1001.69 25 1.24% 2-FT SUMP REQ’D
320 10+33.51 WG 26.5’RT 27.1 310 2X3-FT H - - 1006.06 1005.40 5.40 12 1002.00 1001.69 27 1.15% 2-FT SUMP REQ’D
325 17+45.36 ML 27.6’RT 336.3 364 - - 5-FT J-S 1007.75 1006.67 7.32 36 999.35 997.69 336 0.49%
326 17+47.00 ML 36.4’RT 8.9 325 - - - - - - - 12 1004.48 1004.43 9 0.56% CONCRETE COLLARS FOR PIPE REQ’D
330 17+44.08 ML 17.3’RT 10.4 325 4-FT H - - 1007.30 1006.64 5.42 18 1003.22 1003.18 10 0.40% 2-FT SUMP REQ’D
345 17+46.98 ML 2.0’LT 19.6 330 2X3-FT HM-GJ - - 1007.54 1006.88 5.56 18 1003.32 1003.22 20 0.50% 2-FT SUMP REQ’D
350 17+46.80 ML 14.1’LT 12.1 345 2X3-FT HM-GJ - - 1007.67 1007.01 5.63 18 1003.38 1003.32 12 0.50% 2-FT SUMP REQ’D
355 17+45.91 ML 42.6’LT 28.5 350 2X3-FT H - - 1007.14 1006.48 4.93 18 1003.55 1003.38 29 0.59% 2-FT SUMP REQ’D
360 17+45.69 ML 53.3’LT 10.7 355 - - - - - - - 18 1003.61 1003.55 11 0.55% CONCRETE COLLARS FOR PIPE REQ’D
361 21+06.00 ML 141.0’LT 49.2 363 2X3-FT H - - 1007.84 1007.18 5.11 12 1004.07 1003.82 49 0.51% 2-FT SUMP REQ’D
362 20+98.58 ML 136.9’LT 8.5 361 2X3-FT H - - 1007.80 1007.14 5.03 12 1004.11 1004.07 9 0.44% 2-FT SUMP REQ’D
363 21+27.63 ML 96.9’LT 59.1 396 2X3-FT H-S - - 1008.20 1007.54 5.72 12 1003.82 1003.53 59 0.49% 2-FT SUMP REQ’D
364 20+95.69 ML 18.4’RT 73.6 396 - - 5-FT J-S 1007.57 1006.49 8.80 36 997.69 997.51 74 0.24%
365 21+53.77 ML 48.4’LT - - - - - J-S 1008.19 - - - - - - - CONCRETE COLLARS FOR PIPE REQ’D
366 20+83.62 ML 0.9’LT 21.0 364 4-FT HM-GJ - - 1008.01 1007.35 7.36 12 1001.99 1001.88 21 0.52% 2-FT SUMP REQ’D
367 20+76.47 ML 31.3’LT 31.5 366 4-FT HM-GJ - - 1008.30 1007.64 7.60 12 1002.04 1001.99 32 0.16% 2-FT SUMP REQ’D
371 21+78.72 ML 6.5’LT 23.7 372 2X3-FT H-S - - 1007.46 1006.80 5.01 12 1003.79 1003.67 24 0.50% 2-FT SUMP REQ’D
372 21+61.97 ML 21.0’LT 27.7 396 2X2.5-FT T - - 1007.31 1006.56 4.89 12 1003.67 1003.53 28 0.50% 2-FT SUMP REQ’D
373 21+55.19 ML 13.0’LT 10.5 372 2X2.5-FT T - - 1007.29 1006.54 4.82 12 1003.72 1003.67 10 0.50% 2-FT SUMP REQ’D
STATION OFFSETTYPE
CATCH BASINCOVER
TYPE
MHCOVER
RIM/ DISCHARGE PIPE
PIPE TABLE REMARKSSTRUCT C-C TO GRATE T.O.S. DEPTH SIZE INLET DISCHARGE LENGTH SLOPE
NO. (FT) STRUCT ELEV. ELEV. (FT) (IN) ELEV. ELEV. (FT) (%)
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\022506_ss.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
STORM SEWER SHEET
60% PLANS - MARCH 2021
35
STATION OFFSETTYPE
CATCH BASINCOVER
TYPE
MHCOVER
RIM/ DISCHARGE PIPE
PIPE TABLE REMARKSSTRUCT C-C TO GRATE T.O.S. DEPTH SIZE INLET DISCHARGE LENGTH SLOPE
NO. (FT) STRUCT ELEV. ELEV. (FT) (IN) ELEV. ELEV. (FT) (%)
375 20+81.68 ML 53.2’LT 23.1 367 4-FT HM - - 1007.89 1007.23 6.89 12 1002.34 1002.04 23 1.30% 2-FT SUMP REQ’D
377 20+86.22 ML 0.0’RT 16.6 375 - - 4-FT J-S 1008.65 1007.57 5.18 12 1002.39 1002.34 17 0.29%
380 20+84.99 ML 71.4’LT 4.0 377 - - - - - - - 12 1002.43 1002.39 4 1.00% CONCRETE COLLARS FOR PIPE REQ’D
390 21+34.09 ML 31.1’RT 12.3 395 - - - - - - - 12 1003.94 1003.85 12 0.75% CONCRETE COLLARS FOR PIPE REQ’D
395 21+32.44 ML 18.9’RT 36.8 364 2X3-FT H - - 1007.51 1006.85 5.00 12 1003.85 1003.67 37 0.49% 2-FT SUMP REQ’D
396 21+41.25 ML 39.4’LT 15.4 365 - - 5-FT J-S 1010.25 1009.17 11.66 36 997.51 997.48 15 0.20%
397 20+87.34 ML 6.1’LT 6.5 366 2X3-FT H-S - - 1008.00 1007.34 5.34 12 1004.00 1003.97 6 0.50% 2-FT SUMP REQ’D
400 24+58.08 ML 15.6’RT 28.6 405 4-FT H - - 1005.69 1005.03 4.30 18 1000.73 1000.17 29 1.93%
401 24+75.22 ML 23.7’RT 20.0 400 - - 6-FT J-S 1006.26 1005.18 4.41 18 1000.77 1000.73 20 0.20%
402 24+61.97 ML 31.9’RT 16.7 401 - - - - - - - 15 1000.86 1000.77 17 0.53% CONCRETE COLLARS FOR PIPE REQ’D
405 24+59.22 ML 13.0’LT 6.1 415 2X3-FT HM-GJ - - 1006.22 1005.56 7.39 18 1000.17 1000.14 6 0.50% 2-FT SUMP REQ’D
410 24+45.81 ML 36.4’LT 21.3 415 4-FT HM-GJ - - 1005.47 1004.81 5.96 12 1000.85 1000.64 21 1.00% 2-FT SUMP REQ’D
415 24+59.59 ML 19.1’LT 59.3 416 4-FT H - - 1005.71 1005.05 6.91 18 1000.14 999.89 59 0.42% 2-FT SUMP REQ’D
416 25+22.50 ML 35.3’LT - - - - - J-S 1004.97 - - - - - - - RECONSTRUCTING MANHOLES REQ’D
440 25+10.68 ML 44.3’RT 44.5 401 - - 5-FT J-S 1005.75 1004.67 3.68 18 1000.99 1000.77 45 0.49% CONCRETE COLLARS FOR PIPE REQ’D
450 25+58.36 ML 87.8’RT 72.5 440 - - - - - - - 18 1001.40 1000.99 72 0.57% TBD ON LOCATION OF TIE-IN
455 24+77.36 ML 94.5’LT 68.8 416 4-FT H - - 1005.21 1004.55 5.19 12 1001.36 1001.02 69 0.49% 2-FT SUMP REQ’D
456 TBD ML TBDTBD TBD 455 - - - - - - - 8 1001.58 1001.36 TBD TBD WAITING ON INFO FROM CITY FOR TIE-IN
460 25+25.43 ML 124.3’LT 42.6 455 2X3-FT H - - 1005.28 1004.62 4.67 12 1001.95 1001.36 43 1.37% TBD ON LOCATION OF TIE-IN; 2-FT SUMP REQ’D
465 28+07.33 ML 14.7’RT 16.9 470 2X3-FT H - - 997.16 996.50 6.10 15 992.40 992.20 17 1.18% 2-FT SUMP REQ’D
467 28+13.59 ML 25.0’RT 12.1 465 - - - J-S - - - 15 992.48 992.40 12 0.67% CONCRETE COLLARS FOR PIPE REQ’D
470 28+06.58 ML 2.2’LT 11.2 475 2X3-FT HM-GJ - - 997.50 996.84 6.64 18 992.20 992.06 11 1.27% 2-FT SUMP REQ’D
475 28+05.62 ML 13.3’LT 23.2 480 2X3-FT HM-GJ - - 997.45 996.79 6.73 18 992.06 991.60 23 2.00% 2-FT SUMP REQ’D
480 28+03.98 ML 36.5’LT 4.6 481 2X3-FT H - - 997.13 996.47 9.87 18 988.60 988.54 5 1.20% 2-FT SUMP REQ’D
481 28+03.76 ML 41.1’LT - - - - - - - - - 18 988.54 - - - CONCRETE COLLARS FOR PIPE REQ’D
490 29+98.86 ML 15.3’RT 13.9 494 4-FT H-S - - 993.86 993.20 3.09 12 992.11 992.00 14 0.79% 2-FT SUMP REQ’D
491 29+88.02 ML 16.5’RT 10.9 490 2X3-FT H-S - - 993.84 993.18 3.03 12 992.15 992.11 11 0.36% 2-FT SUMP REQ’D
494 30+09.32 ML 24.4’RT - - - - - - - - - 12 - - -
495 29+71.66 ML 36.6’LT 10.1 496 2X3-FT H-S - - 993.72 993.06 5.03 12 990.03 990.00 10 0.30% 2-FT SUMP REQ’D
496 29+81.71 ML 36.0’LT 10.0 497 2X3-FT H-S - - 993.70 993.04 5.04 12 990.00 989.95 10 0.50% CORRECT LOCATION?; 2-FT SUMP REQ’D
497 29+71.71 ML 36.1’LT - - - - - J-S - - - 12 989.95 - - - CONCRETE COLLARS FOR PIPE REQ’D; RECONSTRUCTING MANHOLES REQ’D
498 31+40.87 ML 24.5’LT 7.8 499 2X3-FT H - - 996.04 995.38 6.60 15 990.78 990.65 8 1.62% 2-FT SUMP REQ’D
499 31+45.28 ML 30.9’LT 8.9 500 - - 4-FT J-S 995.62 994.54 3.89 15 990.65 990.25 9 4.44%
500 31+53.44 ML 34.6’LT - - - - - - - - - 15 990.25 - - - CONCRETE COLLARS FOR PIPE REQ’D
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\022506_ss.dgnFILE NAME : 3/22/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:2667-03-71 LOCAL STREET MILWAUKEE
PLOT NAME :
2
STORM SEWER SHEET
60% PLANS - MARCH 2021
36
SIG
N B
RID
GE
SIG
N B
RID
GE
ONLY
ONLY
W. GRAND AVENUE
MA
TC
HLIN
E S
TA. 15
+50
ST
H 13/34/73 (W. RIV
ER
VIE
W EXPRESS
WA
Y)
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\023501_lp.dgnFILE NAME : 3/22/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
LIGHTING PLAN SHEET
10+00
+50
11+00
+50
12+00
+50
13+00+50 14+00 +50 15+00
+50
10+00 WB
+50 WB11+00 WB
+50 WB12+00 WB
+50 WB
13+00 WB
+50 WB14+00 WB
+50 WB15+00 WB
+50 WB
STREET LIGHTING LEGEND
DECORATIVE LIGHT POLE AND LUMINAIRE (SINGLE)
DECORATIVE LIGHT POLE AND LUMINAIRE (TWIN)
60% PLANS - MARCH 2021
37
SIG
N B
RID
GE
W. JACKSON ST.
W.
GR
AN
D
AV
EN
UE
6T
H
AV
EN
UE
MA
TC
HLIN
E S
TA. 15
+50
MA
TC
HLIN
E S
TA. 20
+50
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\023502_lp.dgnFILE NAME : 3/22/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
LIGHTING PLAN SHEET
+5016+00
+5017+00
+5018+00
+50
19+00+50 20+00 +50
+50 WB16+00 WB
+50 WB17+00 WB
+50 WB18+00 WB
+50 WB19+00 WB
+50 WB20+00 WB
+50 WB
10+00
WG
+50
11+00
WG
+50
12+00
WG
10+00 F
STREET LIGHTING LEGEND
DECORATIVE LIGHT POLE AND LUMINAIRE (SINGLE)
DECORATIVE LIGHT POLE AND LUMINAIRE (TWIN)
60% PLANS - MARCH 2021
38
SIGN BRIDGE
SIG
N B
RID
GE
YIELD
YIELD
YIELD
W. JACKSON ST.
4TH AVENUE
MATCHLINE STA. 20+50
MA
TC
HLIN
E S
TA. 24
+50
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\023503_lp.dgnFILE NAME : 3/22/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
LIGHTING PLAN SHEET
+50
21+0
0
+50
22+00+50
23+00
+50
24+00
+50
+50
WB
21+00 WB
+50
WB
22+0
0 WB
+50 WB23+00 WB
+50 WB
24+00 WB
+50 WB
10+00
A
12+00 A
+50
A
11+00 A
+50
A
10+00 B
+50
B
11+00 B
+50
B
12+0
0 B
+50
B
10+0
0 C
+50
C
11+00 C
10+00
D
+50 D
11+00 D
10+00
E
+50
E
11+00 E
+50
E
+50
F
11+00 F
+50 F
12+00 F
STREET LIGHTING LEGEND
DECORATIVE LIGHT POLE AND LUMINAIRE (SINGLE)
DECORATIVE LIGHT POLE AND LUMINAIRE (TWIN)
60% PLANS - MARCH 2021
39
W. JACKSON STREET
2N
D
AV
EN
UE
NO
RT
H
3R
D
AV
EN
UE
NO
RT
H
MA
TC
HLIN
E S
TA. 29
+50
MA
TC
HLIN
E S
TA. 24+50
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\023504_lp.dgnFILE NAME : 3/22/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
LIGHTING PLAN SHEET
+50
25+00
+50 26+00+50
27+00+50
28+00 +50 29+00 +50
25+00 WB
+50 WB26+00 WB
+50 WB27+00 WB
+50 WB28+00 WB +50 WB 29+00 WB +50 WB
STREET LIGHTING LEGEND
DECORATIVE LIGHT POLE AND LUMINAIRE (SINGLE)
DECORATIVE LIGHT POLE AND LUMINAIRE (TWIN)
60% PLANS - MARCH 2021
40
W. JACKSON ST.
MA
TC
HLIN
E S
TA. 29
+50
WIS
CO
NSIN
RIV
ER
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\023505_lp.dgnFILE NAME : 3/22/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
LIGHTING PLAN SHEET
+50
30+00
+50 31+00
+50
32+0
0
+50
33+0
0
+50
34+0
0
+50
35+0
0
30+00 WB
+50 WB
31+00 WB +50 WB
32+0
0 WB
+50
WB
33+0
0 WB
+50
WB
34+0
0 WB
+50
WB
35+0
0 WB
+50
WB
STREET LIGHTING LEGEND
DECORATIVE LIGHT POLE AND LUMINAIRE (SINGLE)
DECORATIVE LIGHT POLE AND LUMINAIRE (TWIN)
60% PLANS - MARCH 2021
41
10+00
15+00
20+00
25+00
30+00
35+00
P.I. = 13+15.22
Y = 453,508.93
X = 728,037.50
T = 53.41’
L = 106.73’
R = 1,000.00’
P.C. = 12+61.81
P.T. = 13+68.54
P.I. = 15+01.87
Y = 453,511.15
X = 728,224.23
T = 29.89’
L = 59.77’
R = 1,000.00’
P.C. = 14+71.98
P.T. = 15+31.75
P.I. = 18+13.57
Y = 453,496.23
X = 728,535.59
T = 20.61’
L = 41.22’
R = 1,000.00’
P.C. = 17+92.96
P.T. = 18+34.18
P.I. = 19+37.17
Y = 453,485.24
X = 728,658.71
T = 23.00’
L = 45.97’
R = 500.00’
P.C. = 19+14.17
P.T. = 19+60.14
P.I. = 20+67.65
Y = 453,485.61
X = 728,789.21
T = 26.97’
L = 52.56’
R = 95.00’
P.C. = 20+40.67
P.T. = 20+93.24
P.I. = 22+17.70
Y = 453,385.55
X = 728,901.85
T = 45.73’
L = 89.91’
R = 200.00’
P.C. = 21+71.98
P.T. = 22+61.88
P.I. = 24+97.26
Y = 453,114.59
X = 728,976.66
T = 87.17’
L = 169.67’
R = 300.00’
P.C. = 24+10.09
P.T. = 25+79.76
P.I. = 27+83.99
Y = 452,918.99
X = 729,192.67
T = 17.69’
L = 35.36’
R = 514.00’
P.C. = 27+66.31
P.T. = 28+01.67
P.I. = 30+91.60
Y = 452,697.32
X = 729,405.96
T = 50.53’
L = 98.98’
R = 200.00’
P.C. = 30+41.07
P.T. = 31+40.05
CURVE 1 CURVE 2 CURVE 3 CURVE 4 CURVE 5
CURVE 6 CURVE 7 CURVE 8 CURVE 9
POT 10+00.00
PC 12
+61.81
PT 13
+68.5
4
PI 13
+15.2
2
PC 14
+71.98
PT 15
+31.75
PI 15
+01.87
PC 17
+92.9
6
PT 18
+34.18
PI 18
+13.5
7
PC 19
+14.17
PT 19
+60.14
PI 19
+37.17
PT 20+93.2
4PI 20
+67.6
5
PC 21+
71.98
PT 22+6
1.88
PI 22+
17.70
PC 24+1
0.09
PT 25+79.7
6
PI 24+
97.26
PC 27+66.3
1
PT 28+01.67
PI 2
7+83.9
9
PC 30+41.07
PT 31+
40.0
5
PI 30+91.60
S 84°33’59" E
CURVE 1
N 89°19’07" E
CURVE 2
S 87°15’25" E
CURVE 3
S 84°53’43" E
CURVE 4
N 89°50’13" E
CURVE 5
S 49°07’08" E
CURVE 6
S 15°26’05" E
CURVE 7
S 47°50’19" E CURVE 8
S 43°53’48" E
CURVE 9
S 72°15’10" E
PC 20
+40.6
7
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\027201_ad.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
ALIGNMENT DETAIL SHEET
Y = 453,538.78
X = 727,739.83
Y = 452,489.15
X = 730,056.39
POT 37+72.46
STA. 11+06.44
BEGIN PROJECT
STA. 31+58.20
END PROJECT
60% PLANS - MARCH 2021
42
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
10+00
15+00
20+00
25+00
30+00
35+00
CP 4761
CP 3810
CP 21
CP 26
CP 22CP 2251
CP 23
CP 30
X = 727,924.786
Y = 453,612.834
STA. 11+93.18, 92.76 LT
CP 4761
X = 728,173.849
Y = 453,513.992
STA. 14+51.53, 3.44 LT
CP 3810
X = 728,496.534
Y = 453,068.042
STA. 17+96.97, 429.13 RT
CP 26
X = 728,855.871
Y = 453,445.253
STA. 21+43.43, 8.74 LT
CP 21
X = 728,981.552
Y = 453,150.543
STA. 24+65.94, 9.26 LT
CP 22
X = 729,061.707
Y = 453,188.054
STA. 24+68.28, 97.74 LT
CP 2251
X = 729,246.984
Y = 452,810.022
STA. 29+00.16, 36.42 RT
CP 23
X = 729,400.632
Y = 452,674.864
STA. 30+97.01, 28.28 RT
CP 30
W. JACKSON ST.
W.
GR
AN
D
AV
EN
UE
6T
H
AV
EN
UE
4T
H
AV
EN
UE
3R
D
AVEN
UE N
ORT
H
2ND A
VENUE NORT
H
W. JA
CKSON ST.
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\027301_cp.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
2
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
2
CONTROL POINT DATA SHEET
ST
H 13/34/74 (W. RIV
ER
VIE
W EXPRESS
WA
Y)
60% PLANS - MARCH 2021
43
SIG
N B
RID
GE
SIG
N B
RID
GE
IP
IPIP
IP
IP
IP
IP
IP
MHMH
MH
MH
MH
MH
WV
WV
WV
MH
MH
MH
MH
MH
12"
12"
24"
IP
IP
IP
IPIP
IP IP
IP
10+00+50
11+00+50
12+00+50 13+00 +50
14+00+50
15+00 +50 16+00
10+00 WB+50 WB 11+00 WB
+50 WB 12+00 WB+50 WB
13+00 WB+50 WB 14+00 WB +50 WB 15+00 WB +50 WB 16+00 WB
W.
RIV
ER
VIE
W
EXP
RES
WA
Y
R/W
W. GRAND AVENUEMATCH EXISTING
SAWCUT REQ’D
STA. 11+06.44
BEGIN PROJECT
X: 727,829.68
Y: 453,528.97
WORKS & LIGHTING COMMISSION (WATER)
WISCONSIN RAPIDS WATER
(SANITARY SEWER)
CITY OF WISCONSIN RAPIDS
P.L.
& LIGHTING COMMISSION (ELECTRIC)
WORKS WISCONSIN RAPIDS WATER
(COMMUNICATIONS)
SOLARUS
STA. 11+36.35
BEGIN PROFILE
453826R LLC
FAE HOLDINGS
ASSOCIATION COMMUNITY CENTER INC
COUNTY YOUNG MEN’S CHRISTIAN
JOHN E ALEXANDER SOUTH WOOD
NICMAR LLC
RAPIDS
MA
TC
HLIN
E 16
+0
0
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\050101_pp.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
5
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
5
PLAN AND PROFILES - WEST JACKSON STREET SHEET
R/
W
P.L.
R/
W
TLE (TYP.)
RW (TYP.)
CONSTRUCT C.E.
STA. 13+15 RT
60% PLANS - MARCH 2021
44
1,006.6
5
1,006.10
1,005.6
4
1,005.2
8
1,005.2
4
1,005.4
2
1,006.2
0
1,006.4
5
1,006.11
1,006.3
9
1,006.8
2
1,006.2
1
1,005.7
7
1,005.4
8
1,005.15
1,005.5
1
1,005.7
9
1,006.0
8
1,006.3
9
1,006.6
9
1,006.9
6
10+00 11+00 12+00 13+00 14+00 15+00 16+00
985
990
995
1000
1005
1010
1015
1020
985
990
995
1000
1005
1010
1015
1020
PROFILE
PROPOSED
PROFILE
EXISTING GROUND
WISDOT/CADDS SHEET 46
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\050102_pp.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD PLAN AND PROFILES - WEST JACKSON STREET
PLOT NAME :
5
SHEET
5
985
990
995
1000
1005
1010
1015
1020
985
990
995
1000
1005
1010
1015
1020
STA. 11+36.35
BEGIN PROFILE
STA. 11+46.25 WB
BEGIN PROFILE
MAINLINE PROFILE
WESTBOUND PROFILE
PROFILE
PROPOSED
PROFILE
EXISTING GROUND
11+00 WB 12+00 WB 13+00 WB 14+00 WB 15+00 WB 16+00 WB
PI 12+50.00
EL 1,005.16
EL 1,005.6
6
PC 12
+00.0
0
EL 1,005.4
1
PT 13
+00.0
0
EL 1,006.3
0
PI 11
+36.3
5
-1.00% +0.50%
L = 100’
K = 67
1,006.16
1,005.6
6
1,005.3
5
1,005.4
1
1,005.6
7
1,005.9
2
1,006.17
1,006.4
2
1,006.6
7
1,006.9
2
EL 1,004.8
8
-1.00% +0.58%
L = 100’
K = 63
EL 1,006.2
7
PI 11+
46.2
5
WB
PI 12
+85.0
0
WB
EL 1,005.3
8
PC 12
+35.0
0
WB
EL 1,005.17
PT 13
+35.0
0
WB
NOGAP
5
20
960
1000.000000
ML_ALI
DES
1,006.2
3
1,005.7
3
1,005.2
5
1,005.0
7
1,005.2
6
1,005.5
5
1,005.8
4
1,006.13
1,006.4
2
1,006.7
1
60% PLANS - MARCH 2021
45
SIG
N B
RID
GE
SIG
N B
RID
GE
SIGN BRIDGE
IP
IP
IPIP
IP
IP
IP
MH
MH
MH
WV
WV
MH
MHMH
MH
MH
MH
WV
WV
WV
WV
WV
MH
MH
WVWV
WV
WV
MH
MH
MH
IPMH
MH
MH
MH
MH
8"
IP
IP
IP
IPIP
IP
IP
IP
16+00 +50 17+00 +50 18+00 +50 19+00 +5020+00
+50
21+00
+50
22+00
16+00 WB +50 WB 17+00 WB +50 WB 18+00 WB +50 WB 19+00 WB +50 WB 20+00 WB +50 WB
21+
00
WB
+50
WB
22+00
WB
+50
11+00
WG
+50
12+00
WG
10+00
A
12+0
0 A
+50
A
11+00
A+50
A
+50
B
11+00
B+50
B12
+00
B+50
B
10+00
C+50
C11
+00
C
10+00
D
+50
D11
+00
D
10+00 E
+50
E
11+00
E
+50
E
10+00 F
+50 F
11+00 F
+50 F
W.
GR
AN
D
AV
EN
UE
6T
H
AV
EN
UE
NO
RT
H
W. JACKSON STREET
4T
H
AV
EN
UE
N0
RT
H
R/W
& LIGHTING COMMISSION (ELECTRIC)
WORKS WISCONSIN RAPIDS WATER
(COMMUNICATIONS)
SOLARUS
R/W
WORKS & LIGHTING COMMISSION (WATER)
WISCONSIN RAPIDS WATER
(SANITARY SEWER)
CITY OF WISCONSIN RAPIDS
(COMMUNICATIONS)
CHARTER COMMUNICATIONS WISCONSIN RAPIDS
CITY OF
COUNTY
WOOD
MATCHLIN
E 22+00
MA
TC
HLIN
E 16
+0
0
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\050103_pp.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
5
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
5
PLAN AND PROFILES - WEST JACKSON STREET SHEET
R/
W
R/
W
R/
W
R/
W
P.L.
P.L.
P.L.
TLE (TYP.) RW (T
YP.)
CONSTRUCT C.E.
STA. 17+60 RT
STA. 10+28.05 WG
BEGIN CONSTRUCTION
STA. 11+18.75 C
END CONSTRUCTION
60% PLANS - MARCH 2021
46
1,006.8
2
1,006.9
5
1,007.2
5
1,007.5
5
1,007.8
7
1,008.3
0
1,008.7
3
1,009.2
2
1,008.8
4
1,008.3
5
1,008.4
9
1,008.6
7
1,007.7
9
1,006.9
6
1,007.2
3
1,007.5
1
1,007.8
1
1,008.0
2
1,008.2
8
1,008.5
6
1,008.7
4
1,008.7
1
1,008.5
3
1,008.3
4
1,008.3
5
1,008.0
5
16+00 17+00 18+00 19+00 20+00 21+00 22+00
985
990
995
1000
1005
1010
1015
1020
985
990
995
1000
1005
1010
1015
1020
PROFILE
PROPOSED
PROFILE
EXISTING GROUND
WISDOT/CADDS SHEET 46
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\050104_pp.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD PLAN AND PROFILES - WEST JACKSON STREET
PLOT NAME :
5
SHEET
5
985
990
995
1000
1005
1010
1015
1020
985
990
995
1000
1005
1010
1015
1020
PROFILE
PROPOSED
PROFILE
EXISTING GROUND
MAINLINE PROFILE
WESTBOUND PROFILE
16+00 WB 17+00 WB 18+00 WB 19+00 WB 20+00 WB 21+00 WB 22+00 WB
PI 19+65.00
EL 1,008.75PI 20+93.24
EL 1,008.08
PI 21+71.98
EL 1,007.56
EL 1,008.5
0
PC 19
+15.0
0
EL 1,008.4
9
PT 20
+15.0
0
+0.50% -0.52%
L = 100’
K = 98
-0.52% -0.67%
-0.67% -0.50%
1,006.9
2
1,007.17
1,007.4
2
1,007.6
7
1,007.9
2
1,008.17
1,008.4
2
1,008.6
1
1,008.5
6
1,008.3
1
1,008.0
4
1,007.7
0
1,007.4
2
EL 1,008.9
4
+0.58% -0.52%
L = 100’
K = 91
EL 1,008.3
5
-0.52% -0.60%-0.60%
PI 2
0+98.0
5
WB
PI 19
+85.0
0
WB
EL 1,008.6
8
PT 20
+35.0
0
WB
EL 1,008.6
5
PC 19
+35.0
0
WB
1,006.7
1
1,007.0
0
1,007.2
9
1,007.5
7
1,007.8
6
1,008.15
1,008.4
4
1,008.7
2
1,008.7
9
1,008.6
0
1,008.3
4
1,008.0
4
1,007.7
4
60% PLANS - MARCH 2021
47
IP
IP
IP
IP
IP
IP
IP
MH
MH
MH
MH
WV
WV
GV
GV
MH
WV
WV
MH
GV
MH
WV
MH
MH
8"
12"
6"
IP
IP
IP
IP
IP
IP
IP
IP
22+00
+50
23+00
+50
24+00
+50
25+00+50
26+00
+50
27+00
+50
28+00
+50 WB23+00 WB
+50 WB
24+00 WB
+50 WB
25+00 WB +50 WB
26+00
WB
+50 WB
27+00
WB
+50 WB
28+00
WB
10+00 B
+50 F12+00 F
W. JACKSON S
TREET
NO
RT
H3
RD
AV
EN
UE
WE ENERGIES (GAS)
R/W
& LIGHTING COMMISSION (ELECTRIC)
WORKS WISCONSIN RAPIDS WATER
(COMMUNICATIONS)
SOLARUS
WORKS & LIGHTING COMMISSION (WATER)
WISCONSIN RAPIDS WATER
(SANITARY SEWER)
CITY OF WISCONSIN RAPIDS
(COMMUNICATIONS)
CHARTER COMMUNICATIONS
R/W
R/W
R/W
P.L.
RAPIDS
WISCONSIN
CITY OF
AVENUE LLC
320 GRAND
SYSTEM INC
NEWPAGE WISCONSIN
SYSTEM INC
NEWPAGE WISCONSIN
FOUNDATION INC
MEAD WITTER
MA
TC
HLIN
E 28
+0
0M
AT
CH
LIN
E 22
+0
0
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\050105_pp.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
5
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
5
PLAN AND PROFILES - WEST JACKSON STREET SHEET
R/
W
P.L.
P.L.
R/
W
R/
W
R/
W
R/
W
TL
E (T
YP.)R
W (T
YP.)
CONSTRUCT C.E.
STA. 23+30 RT
REMOVE C.E.
STA. 24+08 RT
60% PLANS - MARCH 2021
48
1,007.7
9
1,007.3
1
1,007.4
8
1,007.2
4
1,006.3
8
1,006.14
1,005.8
7
1,005.2
9
1,004.2
7
1,002.7
3
1,001.08
999.4
2
997.8
5
1,008.0
5
1,007.3
9
1,007.2
1
1,007.0
0
1,006.7
1
1,006.4
1
1,006.0
8
1,005.7
4
1,005.0
2
1,003.6
6
1,002.0
6
1,000.3
7
998.6
8
22+00 23+00 24+00 25+00 26+00 27+00 28+00
985
990
995
1000
1005
1010
1015
1020
985
990
995
1000
1005
1010
1015
1020
PROFILE
PROPOSED
PROFILE
EXISTING GROUND
985
990
995
1000
1005
1010
1015
1020
985
990
995
1000
1005
1010
1015
1020
PROFILE
PROPOSED
PROFILE
EXISTING GROUND
WISDOT/CADDS SHEET 46
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\050106_pp.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD PLAN AND PROFILES - WEST JACKSON STREET
PLOT NAME :
5
SHEET
5
MAINLINE PROFILE
WESTBOUND PROFILE
22+00 WB 23+00 WB 24+00 WB 25+00 WB 26+00 WB 27+00 WB 28+00 WB
PI 25+60.00
EL 1,005.62
EL 1,006.0
7
PC 24
+70.0
0
EL 1,002.7
0
PT 26
+50.0
0
-0.50% -3.24%
L = 180’
K = 66
1,007.4
2
1,007.17
1,006.9
2
1,006.6
7
1,006.4
2
1,006.17
1,005.8
5
1,005.18
1,004.13
1,002.7
0
1,001.08
999.4
6
997.8
3
EL 1,007.6
9
-0.60% -0.65%
El 1,0
04.9
4
-0.65% -3.66%
L = 200’
K = 66 EL 1,001.28
PT 27
+30.0
0
WB
PI 2
6+30.0
0
WB
EL 1,005.5
9
PC 25
+30.0
0
WB
PI 2
2+07.6
5
WB
1,007.7
4
1,007.4
1
1,007.0
9
1,006.7
6
1,006.4
4
1,006.11
1,005.7
9
1,005.4
3
1,004.7
7
1,003.7
3
1,002.3
1
1,000.5
5
998.7
2
60% PLANS - MARCH 2021
49
IP
IP
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
GVM
H
WV
MH
MH
MH
MH
(EXIS
T.) 1
8" S
AN.
18"
SA
IP
IP
SA
N
28+00
+50
29+00
+50
30+00
+5031+0
0
+50
32+0
0
+50
33+0
0
+50
34+0
0
+50 WB29+00 WB
+50 WB30+00 WB
+50 WB31+00 WB
+50 WB
32+0
0 WB
+50
WB
33+0
0 WB
+50
WB
34+0
0 WB
+50
WB
W. JACKSON STREET
WE ENERGIES (GAS)
& LIGHTING COMMISSION (ELECTRIC)
WORKS WISCONSIN RAPIDS WATER
(COMMUNICATIONS)
SOLARUS
WORKS & LIGHTING COMMISSION (WATER)
WISCONSIN RAPIDS WATER
(SANITARY SEWER)
CITY OF WISCONSIN RAPIDS
P.L.
R/W
R/W
X: 729,471.37
Y: 452,676.39
MATCH EXISTING
STA. 31+58.20
END PROJECT
NO
RT
H
2N
D
AV
EN
UE
R/
W
FOUNDATION INC
MEAD WITTER
FOUNDATION INC
MEAD WITTER
SYSTEM INC
NEWPAGE WISCONSIN
RAPIDS
WISCONSIN
CITY OF
MA
TC
HLIN
E 28
+0
0
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\050107_pp.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
5
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD
PLOT NAME :
5
PLAN AND PROFILES - WEST JACKSON STREET SHEET
P.L.
P.L.
R/
W
B-71-
011 (
TO REMAIN
)
WIS
CO
NSIN
RIV
ER
TLE (TYP.)
RW (TYP.)
CONSTRUCT C.E.
STA. 28+80 WB LT
CONSTRUCT C.E.
STA. 31+40 WB LT
60% PLANS - MARCH 2021
50
997.8
5
996.5
3
995.6
1
994.9
7
994.3
6
994.6
0
995.4
4
996.9
2
998.19
999.4
2
1,000.4
1
1,001.01
998.6
8
997.14
995.7
1
994.7
8
994.3
0
994.2
8
994.9
7
996.2
1
997.5
9
28+00 29+00 30+00 31+00 32+00 33+00 34+00
985
990
995
1000
1005
1010
1015
1020
985
990
995
1000
1005
1010
1015
1020
PROFILE
PROPOSED
PROFILE
EXISTING GROUND
985
990
995
1000
1005
1010
1015
1020
985
990
995
1000
1005
1010
1015
1020
PROFILE
PROPOSED
PROFILE
EXISTING GROUND
WISDOT/CADDS SHEET 46
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\050108_pp.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD PLAN AND PROFILES - WEST JACKSON STREET
PLOT NAME :
5
SHEET
5
MAINLINE PROFILE
WESTBOUND PROFILE
28+00 WB 29+00 WB 30+00 WB 31+00 WB 32+00 WB 33+00 WB 34+00 WB
STA. 31+58.20
END PROJECT
PI 29+80.00
EL 992.00
EL 996.8
6
PC 28
+30.0
0
EL 996.3
5
PT 31+
30.0
0
EL 997.17
PT 31+
58.2
0
-3.24% +2.90%
L = 300’
K = 49
997.8
3
996.2
5
995.0
9
994.4
4
994.3
1
994.6
8
995.5
7
996.9
3
EL 991.76
EL 997.0
9
PI 3
1+80.2
6
WB
EL 995.9
6
PT 31+
40.0
0
WB
EL 997.2
6
PC 28
+40.0
0
WB
PI 29+90.00 WB
-3.66% +2.80%
L = 300’
K = 46
998.7
2
996.2
4
996.9
0
995.4
5
994.5
3
994.15
994.3
2
995.0
2
60% PLANS - MARCH 2021
51
1,008.2
6
1,008.18
1,008.2
1
1,008.0
2
1,008.8
1
1,007.6
0
1,008.11
1,008.6
3
1,008.2
4
1,007.7
0
1,007.14
1,008.2
6
1,008.0
2
1,007.6
4
1,008.0
3
1,007.7
6
1,007.5
4
1,008.19
1,008.0
1
1,007.7
0
1,007.13
1,008.5
9
1,008.4
9
1,007.9
4
1,007.6
0
1,007.3
9
10+00 A 11+00 A 12+00 A
A PROFILE
PROFILE
PROPOSED
10+00 B 11+00 B 12+00 B
B PROFILE
10+00 C
C PROFILE
10+00 D 11+00 D
D PROFILE E PROFILE F PROFILE
10+00 E 11+00 E 12+00 E 10+00 F 11+00 F 12+00 F
PROFILE
EXISTING
13+00 B 11+00 C
PROFILE
PROPOSED
PROFILE
PROPOSED
990
995
1000
1010
WISDOT/CADDS SHEET 46
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\050110_pp.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
5
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD PROFILES - ROUNDABOUT
PLOT NAME :
5
SHEET
1005
895
1015
PROFILE
PROPOSED
PROFILE
EXISTING
990
895
995
1000
1005
1010
1015
PROFILE
PROPOSED
PROFILE
EXISTING
990
995
1000
1005
1010
1015
895 895
990
995
1000
1005
1010
1015
PROFILE
PROPOSED
PROFILE
EXISTING
El 1,0
08.5
5
+1.00% -1.00%
-1.00%
El 1,0
07.3
7
K = 15
L = 30’
K = 15
+1.00%
El 1,0
07.9
4
El 1,0
08.0
1
El 1,0
08.12
El 1,0
08.0
2
El 1,0
07.3
2
-0.89%-0.53%
-0.53%
-1.14%+0.51%+1.39%
+0.61%
+1.00%
El 1,0
07.5
3
El 1,0
07.6
8
-0.53%
El 1,0
07.8
3
El 1,0
07.5
4
1,008.0
8
El 1,0
07.7
3
El 1,0
07.6
5
-0.53%
-1.06%-0.84%
+0.57%
-0.71%
El 1,0
08.0
8
El 1,0
07.7
2
El 1,0
07.4
5
1,006.9
6
El 1,0
08.2
0
-0.61%
-1.12%
-1.20%-1.50%
1,008.2
2
El 1,0
08.3
6
+1.24%
-0.57%-0.55%-1.29%
El 1,0
07.7
9
PROFILE
EXISTING
PROFILE
EXISTING
El 1,0
07.3
8
PI 10
+58.6
7
AE
L 1,008.4
0
10+43.6
7
A
EL 1,008.4
0
10+73.6
7
A
EL 1,007.5
2
11+61.47
A
EL 1,007.5
2
11+91.47
A
PI 11+
76.4
7
A
EL 1,007.9
6
10+00.0
0
A
12+35.6
1 A
EL 1,007.9
6
10+00.0
0
B
EL 1,007.0
3
PI 10
+79.6
5
B
PI 10
+91.19
B
PI 11+
12.9
2
B
PI 11+
31.81
B
PI 12
+30.14
B
12+50.14
B
EL 1,007.14
PI 10
+50.2
2
B
PI 11+
61.70
B 10+00.0
0
C
EL 1,008.2
0
11+18.7
5
C
EL 1,007.5
8
10+00.0
0
D
EL 1,008.5
6
EL 1,007.5
1
11+10.6
7
D
EL 1,008.3
7
10+15.0
0
D
EL 1,007.5
4
11+05.0
0
D
PI 10
+60.0
0
D
PI 10
+24.5
7
E
PI 11+
05.0
0
E
PI 11+
27.5
0
E
PI 10
+73.2
7
E
PI 10
+47.0
9
E
11+71.38
E
10+00.0
0
E
10+00.0
0
F
PI 10
+66.8
2 F
PI 11+
09.0
4 F
PI 11+
24.10
F
PI 11+
53.8
3 F
PI 10
+88.3
3 F
PI 10
+49.16 F
12+17.8
0
F
-1.11%
-0.44%
1,006.7
7
El 1,0
07.0
5
1,007.9
6
1,008.4
5
1,008.13
1,007.6
3
1,007.6
0
1,007.0
3
1,007.5
3
1,008.0
5
1,007.8
1
1,007.4
8
1,007.14
1,008.2
0
1,007.9
4
1,007.6
7
1,008.5
6
1,007.9
7
1,007.5
7
1,008.2
2
1,008.3
4
1,007.8
0
1,007.2
0
1,007.7
3
1,007.5
9
1,007.0
9
1,006.8
5
1,008.0
8
1,007.7
3
1,007.5
9
1,007.0
9
1,006.8
5
60% PLANS - MARCH 2021
52
IP
IP
IP
IP
IPIP
IP
IP
MH
MH
MH
MH
MH
WV
WV
MH
MH
IPIP
IP
MH
MH
MH
8"
IPIP
IP
IPIPIP IP
IP
IP
IP
IP
1,006.7
7
1,006.6
3
1,006.6
9
1,006.9
3
1,007.11
16+00
+50
17+00
+50
16+00
WB
+50
WB
17+00
WB
+50
WB
10+0
0 WG
+50 11+00 WG+50
12+00 WG
990
995
1000
1005
1010
1015
1020
990
995
1000
1005
1010
1015
1020
10+00 WG 11+00 WG 12+00 WG
WISDOT/CADDS SHEET 40
EHWY: COUNTY:
S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\050111_pp.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_
5
PROJECT NO:6999-11-78 WEST JACKSON STREET WOOD PLAN AND PROFILES - WEST GRAND AVENUE
PLOT NAME :
5
SHEET
W. GRAND AVENUE
6TH AVENUE NORTH
W. J
AC
KS
ON
ST
RE
ET
(COMMUNICATIONS)
CHARTER COMMUNICATIONSSTA. 10+28.05 WG
BEGIN CONSTRUCTION
(COMMUNICATIONS)
SOLARUS
R/
W
P.L.
TL
E (T
YP.)
RW (T
YP.)(SANITARY SEWER)
CITY OF WISCONSIN RAPIDS
WORKS & LIGHTING COMMISSION (WATER)
WISCONSIN RAPIDS WATER
R/
W
R/
W
PROFILE
EXISTING GROUND
PROFILE
PROPOSED
WORKS & LIGHTING COMMISSION (ELECTRIC)
WISCONSIN RAPIDS WATER
COUNTY
WOODWISCONSIN RAPIDS
CITY OF
ASSOCIATION COMMUNITY CENTER INC
COUNTY YOUNG MEN’S CHRISTIAN
JOHN E ALEXANDER SOUTH WOOD
NICMAR LLC
RAPIDS
El 1,0
07.2
8
+0.50% -0.50%
PI 11+
50.0
0
WG
PI 10
+28.0
5
WG
EL 1,006.6
7
EL 1,006.9
2
PI 12
+21.08
WG
1,006.7
8
1,007.0
3
1,007.2
8
1,007.0
3
60% PLANS - MARCH 2021
53