I T H O J DEPARTMENT OF TRANSPORTATION

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


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.


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


(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


(715) 421-8251


444 WEST GRAND AVENUE


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


(715) 421-8172


440 EAST GRAND AVENUE

ATTENTION: DENNIS PIERCE

UTILITY TYPE: ELECTRIC/COMMUNICATIONS

SOLARUS


(715) 421-8251


444 WEST GRAND AVENUE

ATTENTION: JOE EICHSTEADT

UTILITY TYPE: SANITARY SEWER



(715) 898-1616

MARSHFIELD, WI 54449

503 E. IVES ST. #316

ATTENTION: JESSE GRUNY

UTILITY TYPE: COMMUNICATIONS

CHARTER COMMUNICATIONS


(715) 423-6328


221 16TH STREET SOUTH

ATTENTION: JACOB JOHNSON

UTILITY TYPE: ELECTRIC/STREET LIGHTING

LIGHTING COMMISSION

WISCONSIN RAPIDS WATER WORKS &


(715) 421-7249


1921 8TH STREET SOUTH

ATTENTION: RYAN MIENTKE

UTILITY TYPE: GAS

WE ENERGIES

2.5"

2.5"

2.0"

7-INCH HMA PAVEMENT


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


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.


EHWY: COUNTY:

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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)


3

STA. 11+06 - STA. 17+09

CONCRETE CURB & GUTTER 30-INCH (TYP.)

R/W R/W

CONCRETE SIDEWALK 4-INCH (TYP.)


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


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


R/W R/W


‘

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’



TYPICAL EXISTING SECTION - WEST GRAND AVENUE

TYPICAL EXISTING SECTION - WEST JACKSON STREET

CONCRETE PAVEMENT 9-INCH (TYP.)

6-INCHES CRUSHED AGGREGATE BASE COURSE (TYP.)




4


EHWY: COUNTY:


2


PLOT NAME :

2

EXISTING TYPICAL SECTION SHEET

STA. 21+70 - STA. 29+51


R/W


‘

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


1.5’ 1.5’

TRAVEL LANE

12’ 12’

STA. 29+51 - STA. 31+58


CONCRETE PAVEMENT 9-INCH

6-INCHES CRUSHED AGGREGATE BASE COURSE


TRAVEL LANE

12’

‘

TRAVEL LANE

2.5’


TRAVEL LANE

12’12’

TRAVEL LANE

2.5’7.5’

R/W


81’-91’

85’R/WR/W

0’-12’

VARIESVARIES

VARIESVARIES

5’-7.5’0’-7.5’

0’-7.5’ 5’-7.5’




5


EHWY: COUNTY:


2


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.)


2.0" 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.


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%


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


(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


2.0" 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


CONCRETE CURB & GUTTER 4-INCH


COLORING CONCRETE CUSTOM (TYP.)


1’

4%

4’-12’

TURN LANE

2%


6


EHWY: COUNTY:


2


PLOT NAME :

2


1.5%1.5%

0’-12’

TURN LANE

MA

TC

HLIN

E

B

MA

TC

HLIN

E

B




2.0" HMA PAVEMENT 4 MT 58-28 H UPPER LAYER (TYP.)(TYP.)

2’


MA

TC

HLIN

E

B

10’VARIES5’ VARIES

2%

2%

2%

MA

TC

HLIN

E

B


VARIES

5’-12’

3’

3’ 3’

3’

2%

2%4%

2% 4%

*

2%




A

A

~

EB

~

WB


B

B




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



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’




CONCRETE CURB & GUTTER 4-INCH SLOPED 24-INCH TYPE D SPECIAL (TYP.)

GROUND

EXISTING

CONCRETE

MATCH EXISTINGTYP.

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.)



2.0" HMA PAVEMENT 4 MT 58-28 H UPPER LAYER


7


EHWY: COUNTY:


2


PLOT NAME :

2


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.)



4" BASE AGGREGATE DENSE �-INCH (TYP.)

4" BASE AGGREGATE DENSE �-INCH

TRUCK APRON TRUCK APRON

2%2%

2% 2%1% 1%




AA

A

A

38’

MAX ELEV. = 1010.94

SEE EROSION CONTROL PLAN

18’-24’18’-24’

4.5’

2’


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’


0.5’

TYP.

VARIES

1’-9’

VARIES

STA. 31+58.29

10’ BETWEEN STA. 30+71.12 -




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.)



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





4" BASE AGGREGATE DENSE �-INCH

TYP.

TYP.

GROUND

EXISTING

GROUND

EXISTING


(TYP.)

2’

STA. 10+28.05 WG - STA. 12+21.08 WG

VAR.VAR.



COLORING CONCRETE CUSTOM




15.5’ 15.5’





8


EHWY: COUNTY:

S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\021001_cd.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_

2


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


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


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


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


9


EHWY: COUNTY:


2


PLOT NAME :

2


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


MISCELLANEOUS QUANTITIES

18"

18"

3"

3"

1’

6"

17�"

5�"

ON

PL

AN

DEP

TH

AS

SH

OW

N

6"

24"


12"~



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


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

~



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


18-INCH TYPE D (TYP.)



10


EHWY: COUNTY:


2


PLOT NAME :

2


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


(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


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


�" 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


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.)



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%


EHWY: COUNTY:


2


PLOT NAME :

2



30-INCH TYPE D


OR

SLOPED 24-INCH TYPE D SPECIAL

HMA PAVEMENT


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


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


SEE PLAN DETAILS


SEE PLAN DETAILS


SEE PLAN DETAILS


SEE PLAN DETAILS

SIDEWALK 4 OR 6-INCH

SIDEWALK 4 OR 6-INCH


12


EHWY: COUNTY:


2


PLOT NAME :

2


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.)


4" MAX

A A

B

B

PLAN VIEW SECTION A-A SECTION B-B

24"

MASTIC ADHESIVE


30"

6" MIN. 6" MIN. 6" MIN.

AT BUTT JOINTS (TYP.)


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


13


EHWY: COUNTY:


2


PLOT NAME :

2


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"


14


EHWY: COUNTY:


2


PLOT NAME :

2


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


15


EHWY: COUNTY:

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2


PLOT NAME :

2


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


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


EHWY: COUNTY:

S:\MAD\3800--3899\3860\014\Drawings\CAD\Micros\PLAN\021008_cd_removals.dgnFILE NAME : 3/17/2021 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_

2


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


EXISTING STUB POLE BASE TO BE REMOVED


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)


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


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


EHWY: COUNTY:


2


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-#
















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


EHWY: COUNTY:


2


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-#
















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


EHWY: COUNTY:


2


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-#
















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


EHWY: COUNTY:


2


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

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WB

33+0

0 WB

+50

WB

34+0

0 WB

REMOVAL LEGEND

B

A

EXCB-#

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21

SIG

N B

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SIG

N B

RID

GE

ONLY

ONLY


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2


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 &


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


SAWING ASPHALT

SAWING CONCRETE

30-INCH TYPE D

CONCRETE CURB & GUTTERCG-30D

ASPH-D

CS-4

STAMPING COLORED CONCRETE (4-INCH)

CATCH BASIN


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


CG-36A



SECTION FOR LAYER MIX AND THICKNESS

HMA PAVEMENT - SEE TYPICAL

CG-24D(S)

CG-18D

18-INCH TYPE D


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






22

SIG

N B

RID

GE


EHWY: COUNTY:


2


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


CD-6


SAWING ASPHALT

SAWING CONCRETE

30-INCH TYPE D


ASPH-D

CS-4


CATCH BASIN


SLOPE INTERCEPT

AND FIELD ENTRANCES



C-PD


ASPH-HMA

CONC-12

CG-36R



CG-36A





CG-24D(S)

CG-18D

18-INCH TYPE D






PATINA







23

SIGN BRIDGE

SIG

N B

RID

GE

YIELD

YIELD

YIELD


EHWY: COUNTY:


2


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


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


CD-6


SAWING ASPHALT

SAWING CONCRETE

30-INCH TYPE D


ASPH-D

CS-4


CATCH BASIN


SLOPE INTERCEPT

AND FIELD ENTRANCES



C-PD


ASPH-HMA

CONC-12

CG-36R



CG-36A





CG-24D(S)

CG-18D

18-INCH TYPE D






PATINA







24


EHWY: COUNTY:


2


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


CD-6


SAWING ASPHALT

SAWING CONCRETE

30-INCH TYPE D


ASPH-D

CS-4


CATCH BASIN


SLOPE INTERCEPT

AND FIELD ENTRANCES



C-PD


ASPH-HMA

CONC-12

CG-36R



CG-36A





CG-24D(S)

CG-18D

18-INCH TYPE D






PATINA







25


EHWY: COUNTY:


2


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


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


CD-6


SAWING ASPHALT

SAWING CONCRETE

30-INCH TYPE D


ASPH-D

CS-4


CATCH BASIN


SLOPE INTERCEPT

AND FIELD ENTRANCES



C-PD


ASPH-HMA

CONC-12

CG-36R



CG-36A





CG-24D(S)

CG-18D

18-INCH TYPE D






PATINA







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)


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


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


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 (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


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


EHWY: COUNTY:


2


PLOT NAME :

2



5

6

1

2

3

4








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


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


EHWY: COUNTY:


2


PLOT NAME :

2



1

2

3

4

5

6

W. GRAND AVENUE

MA

TC

HLIN

E 11

+50

WG









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.



(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)


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


PLOT NAME :

2

STORM SEWER SHEET


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


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



(COMMUNICATIONS)

SOLARUS



(SANITARY SEWER)



EHWY: COUNTY:


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


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



(COMMUNICATIONS)

SOLARUS



(SANITARY SEWER)


(COMMUNICATIONS)


R/W

R/W

R/W

P.L.

P.L.

410

415

405

400

401402

440

455

460

416

415405

400401

440

401


EHWY: COUNTY:


2


PLOT NAME :

2

STORM SEWER SHEET


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


WORKS WISCONSIN RAPIDS WATER (COMMUNICATIONS)

SOLARUS



(SANITARY SEWER)


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


EHWY: COUNTY:


2


PLOT NAME :

2

STORM SEWER SHEET

RECONSTRUCT.

CONNECT TO EXISTING.


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



315

R/W

310

320

310

W. GRAND

AVENUE

MA

TC

HLIN

E 12

+0

0.0

0

WG


EHWY: COUNTY:


2


PLOT NAME :

2

STORM SEWER - JACKSON STREET SHEET


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


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


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



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


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








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




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) (%)


EHWY: COUNTY:


2


PLOT NAME :

2

STORM SEWER SHEET


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%



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%


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%





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


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




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


494 30+09.32 ML 24.4’RT - - - - - - - - - 12 - - -


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


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


EHWY: COUNTY:


2

PROJECT NO:2667-03-71 LOCAL STREET MILWAUKEE

PLOT NAME :

2

STORM SEWER SHEET


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)


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


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)


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


EHWY: COUNTY:


2


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





38

SIGN BRIDGE

SIG

N B

RID

GE

YIELD

YIELD

YIELD

W. JACKSON ST.

4TH AVENUE


MA

TC

HLIN

E S

TA. 24

+50


EHWY: COUNTY:


2


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





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


EHWY: COUNTY:


2


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





40

W. JACKSON ST.

MA

TC

HLIN

E S

TA. 29

+50

WIS

CO

NSIN

RIV

ER


EHWY: COUNTY:


2


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





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


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


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


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.


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


PLOT NAME :

2

CONTROL POINT DATA SHEET

ST

H 13/34/74 (W. RIV

ER

VIE

W EXPRESS

WA

Y)


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



(SANITARY SEWER)


P.L.



(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


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


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


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


EHWY: COUNTY:


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


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


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



(COMMUNICATIONS)

SOLARUS

R/W



(SANITARY SEWER)


(COMMUNICATIONS)

CHARTER COMMUNICATIONS WISCONSIN RAPIDS

CITY OF

COUNTY

WOOD

MATCHLIN

E 22+00

MA

TC

HLIN

E 16

+0

0


EHWY: COUNTY:


5


PLOT NAME :

5


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


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


EHWY: COUNTY:



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


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



(COMMUNICATIONS)

SOLARUS



(SANITARY SEWER)


(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


EHWY: COUNTY:


5


PLOT NAME :

5


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


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


EHWY: COUNTY:



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


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)



(COMMUNICATIONS)

SOLARUS



(SANITARY SEWER)


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


EHWY: COUNTY:


5


PLOT NAME :

5


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


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


EHWY: COUNTY:



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


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


EHWY: COUNTY:


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


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


EHWY: COUNTY:


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)




R/

W

R/

W

PROFILE

EXISTING GROUND

PROFILE

PROPOSED

WORKS & LIGHTING COMMISSION (ELECTRIC)


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


53

I T H O J DEPARTMENT OF TRANSPORTATION

Documents