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WISDOT/CADDS SHEET 42

EHWY: COUNTY:

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22

SHEET NOTES

GENERAL NOTES

NATURAL RESOURCES CONTACT:

WISCONSIN DEPARTMENT OF

DESIGNER

**DENOTES UTILITIES THAT ARE NOT DIGGERS HOTLINE MEMBERS

[email protected]

715-834-3161

ATTN: CHRIS MCMAHON, PE

EAU CLAIRE, WI 54701

3433 OAKWOOD HILLS PARKWAY

AYRES ASSOCIATES

UTILITIES

CTH N WOOD

[email protected]

715-213-9064 (CELL)

715-421-7851

WISCONSIN RAPIDS, WI 54494

473 GRIFFITH DRIVE

BRAD BETTHAUSER

CHARTER COMMUNICATIONS

503 EAST IVES STREET, SUITE 316

MARSHFIELD, WI 54449

ATTN: JESSE GRUNY

715-898-1616

715-651-5605 (CELL)

[email protected]

[email protected]

COUNTY CONTACT:

WOOD COUNTY COMMISSIONER

555 17TH AVENUE NORTH

WISCONSIN RAPIDS, WI 54495-1966

ATTN: ROLAND HAWK

715-421-8875

[email protected]

ELEVATIONS SHOWN ON THE ROADWAY CROSS SECTIONS ARE SUBGRADE ELEVATIONS.

ELEVATIONS SHOWN ON THIS PLAN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD 88).

BEARING SHOWN ON THIS PLAN ARE TRUE BEARING TO THE NEAREST SECOND.

WORK ZONE FROM POSSIBLE HAZARDS.

THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING MOTORISTS AND PEDESTRIANS THAT MAY ENTER THE

THE INFORMATION SHOWN IS ASSUMED AND AYRES ASSOCIATES DOES NOT WARRANT ITS ACCURACY.

THE LOCATION AND WIDTH OF THE EXISTING RIGHT-OF-WAY WAS NOT DETERMINED FOR THIS PROJECT.

PROPERTY LINES AS SHOWN ARE APPROXIMATE.

DETAIL: TEMPORARY SETTLING BASIN WITH SEDIMENT BAG

WATER FIRST PASSING THROUGH A SEDIMENT TRAP OF FILTER BAG IN ACCORDANCE WITH THE CONSTRUCTION

DO NOT PUMP WATER FROM THE CONSTRUCTION SITE TO A STORM WATER CONVEYANCE WITHOUT THE

TEMPORARY SEED, OR AS DIRECTED BY THE ENGINEER.

WATERWAYS. STOCKPILED SOIL SHALL IMMEDIATELY BE PROTECTED AGAINST EROSION WITH SILT FENCE AND

STOCKPILE EXCESS MATERIAL OR SPOILS ON UPLAND AREAS AWAY FROM WETLANDS, FLOODPLAINS AND

WETLANDS EXIST IN THE PROJECT AREA. NO DISTURBANCE IS ALLOWED OUTSIDE THE SLOPE INTERCEPT.

24 HOURS.

FOR MORE THAN (7) CALENDAR DAYS, SEED THOSE AREAS WITH TEMPORARY SEED AND MULCH WITHIN

ENGINEER, WITHIN (5) CALENDAR DAYS AFTER PLACEMENT OF TOPSOIL. IF GRADED AREAS ARE LEFT EXPOSED

COMPLETED WITHIN THOSE AREAS. SEED AND EROSION MAT TOPSOILED AREAS, AS DESIGNATED BY THE

RE-TOPSOIL OF GRADING AREAS, AS DESIGNATED BY THE ENGINEER, IMMEDIATLY AFTER GRADING IS

THE EXACT WILL BE DETERMINED BY THE ENGINEER IN THE FIELD.

PLACE EROSION CONTROL MEASURES AS SHOWN ON THE EROSION CONTROL PLAN.

FILL MATERIAL REQUIRED TO PROVIDE A SUITABLE FOUNDATION FOR SUBSTRUCTURE UNITS.

EXCAVATION FOR STRUCTURES SHALL INCLUDE FURNISHING, PLACEMENT AND COMPACTION OF ANY

TO THE REMAINING PORTION OF THE EXISTING PAVEMENT.

THE LINE OF SUCH SAWCUTS WILL BE NEATLY DELINEATED THROUGH THE ASPHALT WITHOUT ANY DAMAGE

SAWCUT LOCATIONS SHOWN ON THE PLAN ARE SUBJECT TO ADJUSTMENT BY THE ENGINEER IN THE FIELD.

NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT APPROVAL OF THE ENGINEER.

THERE MAY BE UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN.

THE LOCATIONS OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE. ALLIANT ENERGY

2710 JEFFERSON STREET

WISCONSIN RAPIDS, WI 54494

ATTN: TRUDI BAKKEN

715-424-7048

715-460-4121 (CELL)

[email protected]

TDS TELECOM

202 EAST OGDEN STREET

MEDFORD, WI 54451

ATTN: JEFF SHAW

715-748-6970

715-323-8464 (CELL)

[email protected]


EHWY: COUNTY: TYPICAL SECTIONS

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22

SHEET

`

TO ON PROFILE

POINT REFERRED

`

FERTILIZE, SEED & MULCH FERTILIZE, SEED & MULCH

5' ROUNDING

5' ROUNDING

VARIES

ƒ-INCH SHLDR. TYP.

BASE AGGREGATE DENSE

TO ON X-SEC.

POINT REFERRED

TEMP. SEED TEMP. SEED

VARIES

VARIES 1' VARIES

VARIES

VARIES

CTH N

` OF CTH N

11'\ 11'\

EXISTING ASPHALTIC SURFACEEXISTING AGGREGATE BASE

1'

2% NORMAL

VARIES

2% NORMAL

VARIES

2% 2%4% 4%

TYPICAL EXISTING SECTION - CTH N

TYPICAL FINISHED SECTION - CTH N

WOOD

2:1 MAX. 2:1 MAX.

8" BASE AGGREGATE DENSE 1 ‚-INCH

2'\2'\

2.5:1 NORM. 2.5:1 NORM.

STA 9+25 - STA 10+75

STA 19+25 - STA 20+75

TOPSOILTOPSOIL

*

WIDE AT THE ENDS OF THE PROJECT.

WIDE AT THE ENDS OF THE BRIDGE TO 24 FEET

THE ASPHALT SURFACE SHALL TAPER FROM 32.5 FEET

12' * 12' *

(BY OTHERS)

(2" UPPER LAYER)

(2" LOWER LAYER)

4" ASPHALTIC SURFACE

MP

BM

1144.40

RR SPIKE PPOL

MP

120D SPIKE

CP

BM

CHIS X

1147.53

120D SPIKE

CP

RTIE

PK

RTIE

PK

CP

120D SPIKE

RTIE

PK

RTIE

PK

PK

RTIERTIE

PK

CP

120D SPIKE

PK

RTIE

PK

RTIE

PK

RTIE

RTIE

PK

RTIE

PK

RTIE

PK

8+00 9+00 10+00 11+00 12+00

8+00 12+00

RTIE

PK

RTIE

PK

CP

120D SPIKE

RTIE

PK

RTIE

PK

PK

RTIERTIE

PK

CP

120D SPIKE

PK

RTIE

PK

RTIE

PK

RTIE

RTIE

PK

RTIE

PK

RTIE

PK

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2

2

HWY: COUNTY: ESHEET ALIGNMENT CONTROLS

CTH N (WEST)

(ASPHALT)

BEGIN PROJECT END PROJECT

ALIGNMENT TIES

X = 709867.45

Y = 522341.81X = 710017.45

Y = 522342.60

WOOD

STA. 10+75STA. 9+25

X

= 709742.4

5

Y

= 522341.16

X

= 710

150.17

Y

= 522343.2

9

` OF CTH N

CTH N

ALIGNMENT CONTROLS

CREEKBRANCH MILL

N

X = 709741.06

Y = 522353.82

CP #4 (120'D' SPIKE)


X = 709902.16

Y = 522354.83


X = 709971.25

Y = 522329.27


X = 710127.25

Y = 522328.46

X = 710004.63

Y = 522311.57

BM #2 (RR SPK IN PPOL)

X = 709931.72

Y = 522329.78

BM #1 (CHISLED X)

X = 709752.79

Y = 522351.10

PK NAIL


X = 709741.06

Y = 522353.82

X = 709793.80

Y = 522350.90

PK NAIL

NN

` OF CTH N


X = 710127.25

Y = 522328.46

X = 709792.33

Y = 522341.28

PK NAIL

12.0' 52.8'

57.5'

X = 709729.82

Y = 522351.08

PK NAIL11.6'

X = 710137.73

Y = 522332.59

PK NAIL

X = 710118.17

Y = 522332.76

PK NAIL

10.0'

11.3'

34.3'

43.0'

X = 710093.17

Y = 522331.93

PK NAIL

X = 710092.33

Y = 522353.52

PK NAIL

B-71-199

STRUCTURE

PI 12

+07.7

2

PI 8

+00.0

0

BM

1132.92

RR SPIKE PPOLRR SPIKE PPOL

1133.01BM

RTIE

PK

CP

120D SPIKE120D SPIKE

CP

PK

RTIE

RTIE

PK120D SPIKE

CP

RTIE

PK

RTIE

PK

PK

RTIE

RTIE

PK

RTIE

PK

RTIE

PK

RTIE

PKPK

RTIE

PK

CP

RTIE

PK

RTIE

PK 18+00 19+00 20+00 21+00 22+00

18+00 19+00 21+00 22+00

BM

1132.92

RR SPIKE PPOL

RTIE

PK

CP

120D SPIKEPK

RTIE

RTIE

PK

RTIE

PK

RTIE

PK

PK

RTIE

RTIE

PK

RTIE

PK

RTIE

PK

RTIE

PKPK

RTIE

PK

CP

RTIE

PK

RTIE

PK

2

ALIGNMENT TIES

` OF CTH N

X = 723776.25

Y = 519619.49

PK NAIL

X = 723850.32

Y = 519618.88

PK NAIL` OF CTH N

X = 723865.96

Y = 519597.91

PK NAIL

83.9'

102.0'

12.8'

X = 724220.35

Y = 519589.61

PK NAIL13.6'

11.7'

43.0'

48.5'

X = 724165.90

Y = 519590.69

PK NAIL

X = 724166.94

Y = 519612.05

PK NAIL

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HWY: COUNTY: ESHEET ALIGNMENT CONTROLS CTH N (EAST)

WOOD

2N

ALIGNMENT CONTROLS

BEGIN PROJECT

X = 723941.91

Y = 519607.28

CP #13 (120'D' SPIKE)

X = 723766.39

Y = 519620.12

X

= 723816.6

8

Y

= 519

609.2

2

CP #12 (120'D' SPIKE)

X = 723976.60

Y = 519619.17

CTH N

(ASPHALT)

CP #11 (120'D' SPIKE)

X = 724165.59

Y = 519573.69


X

= 724224.3

6

Y

= 519

599.9

7

CP #10 (120'D' SPIKE)

X = 724208.83

Y = 519587.59

CREE

K

X = 724042.22

Y = 519592.46

STA. 20+75

END PROJECT

X = 724091.86

Y = 519603.45STA. 19+25

X

= 724224.3

6

Y

= 519

599.9

7

CUTLER

X = 723970.55

Y = 519576.51

N

N

9.9'

CP #13 (120'D' SPIKE)

X = 723766.39

Y = 519620.12

CP #10 (120'D' SPIKE)

X = 724208.83

Y = 519587.59


X = 724165.59

Y = 519573.69

X = 723753.55

Y = 519619.75

PK NAIL

X = 724195.51

Y =519590.18

PK NAIL


B-71-200

STRUCTURE

PI 2

2+07.5

5

PI 17

+99.7

5

PI 19

+35.0

3

GUYGUY

GUYMP

BM

1144.40

RR SPIKE PPOL

GUY MP

120D SPIKE

CP

BM

CHIS X

1147.53

120D SPIKE

CP

RTIE

PK

RTIE

PK

CP

120D SPIKE

RTIE

PK

RTIE

PK

PK

RTIERTIE

PK

CP

120D SPIKE

PK

RTIE

PK

RTIE

PK

RTIE

RTIE

PK

RTIE

PK

RTIE

PK

SCALE, FEET0 25 50

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HWY: COUNTY: EWOOD SHEET

CTH N

(ASPHALT)

EXISTING R/W

EXISTING R/W

` OF CTH N

SLOPE INTERCEPT

SLOPE INTERCEPT

SLOPE INTERCEPT

SLOPE INTERCEPT

BRANCH MILL

BM#1BM#2

CREEK

TO BE REMOVED

EXISTING STRUCTURE

B-71-199

STRUCTURE

DITCH LINE

BEGIN PROJECT

X = 709867.45

Y = 522341.81

END PROJECT

X = 710017.45

Y = 522342.60

STA. 10+75STA. 9+25

CP #4

CP #1

CP #2

CP #3

TDS TELECOM/CHARTER COMMUNICATONS

ALLIANT ENERGY/


ALLIANT ENERGY/



N

66'

CTH N (WEST)

22

.28 .38

.41 .56

.25 .30

.32 .40

.30

.38

PAVEMENT:

HYDROLOGIC SOIL GROUP

SLOPE RANGE

(PERCENT)

0-2 2-6LAND USE: 6 & OVER 0-2

A B

2-6 6 & OVER

SLOPE RANGE

(PERCENT)

SLOPE RANGE

(PERCENT)

C

0-2 2-6 6 & OVER

SIDE SLOPE- .25 .27 .28

TURF .32 .34 .36

SLOPE RANGE

(PERCENT)

D

0-2 2-6 6 & OVER

ROW CROPS .08 .16 .22 .12 .20 .27 .15 .24 .33 .19

.22 .30 .38 .26 .34 .44 .30 .37 .50 .34

MEDIAN STRIP- .19 .20 .24 .19 .22 .26 .20 .23 .30 .20

TURF .24 .26 .30 .25 .28 .33 .26 .30 .37 .27

ASPHALT .70 - .95

CONCRETE .80 - .95

BRICK .70 - .80

DRIVES, WALKS .75 - .85

ROOFS .75 - .95

GRAVEL ROADS, SHOULDERS .40 - .60

TOTAL PROJECT AREA = 0.23 ACRES

TOTAL AREA EXPECTED TO BE DISTURBED BY CONSTRUCTION ACTIVITIES = 0.19 ACRES

2

SILT FENCE

LEGEND

TEMPORARY DITCH CHECKS (UNDISTRIBUTED)

RIPRAP HEAVY

TURBIDITY BARRIERS

EROSION CONTROL

HIGH WATER EL. 1142.7

EROSION MAT CLASS II TYPE C

8+00 9+00 10+00 11+00 12+00

PI 8

+00.0

0

PI 12

+07.7

2

GUY

BM

1132.92


1133.01BM

30" CMCP30" CMCP

RTIE

PK

CP


CP

PK

RTIE

RTIE

PK120D SPIKE

CP

RTIE

PK

RTIE

PK

PK

RTIE

WO

OD

WO

OD

SHRUBS

RTIE

PK

RTIE

PK

RTIE

PK

RTIE

PK

SHRUBS

PK

RTIE

PK

CP

RTIE

PK

RTIE

PK

N

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HWY: COUNTY: EWOOD SHEET SCALE, FEET0 25 50

(ASPHALT)

CTH N

SLOPE INTERCEPT

` OF CTH N

BM#3

BM#4

SLOPE INTERCEPT

SLOPE INTERCEPT

SLOPE INTERCEPT

B-71-200

STRUCTURE

TO BE REMOVED

EXISTING STRUCTURE

CUTLER

CREE

K

CP #13

CP #12

CP #11

CP #10

DITCH LINE

BEGIN PROJECT

STA. 20+75

END PROJECT STA. 19+25

X = 723941.91

Y = 519607.28

X = 724091.86

Y = 519603.45

CTH N (EAST)

EXISTING R/W

EXISTING R/W

66'


ALLIANT ENERGY/

2 2

SILT FENCE

LEGEND

TEMPORARY DITCH CHECKS (UNDISTRIBUTED)

RIPRAP HEAVY

TURBIDITY BARRIERS

EROSION MAT CLASS II TYPE C

HIGH WATER EL. 1130.4 2

.28 .38

.41 .56

.25 .30

.32 .40

.30

.38

PAVEMENT:

HYDROLOGIC SOIL GROUP

SLOPE RANGE

(PERCENT)

0-2 2-6LAND USE: 6 & OVER 0-2

A B

2-6 6 & OVER

SLOPE RANGE

(PERCENT)

SLOPE RANGE

(PERCENT)

C

0-2 2-6 6 & OVER

SIDE SLOPE- .25 .27 .28

TURF .32 .34 .36

SLOPE RANGE

(PERCENT)

D

0-2 2-6 6 & OVER

ROW CROPS .08 .16 .22 .12 .20 .27 .15 .24 .33 .19

.22 .30 .38 .26 .34 .44 .30 .37 .50 .34

MEDIAN STRIP- .19 .20 .24 .19 .22 .26 .20 .23 .30 .20

TURF .24 .26 .30 .25 .28 .33 .26 .30 .37 .27

ASPHALT .70 - .95

CONCRETE .80 - .95

BRICK .70 - .80

DRIVES, WALKS .75 - .85

ROOFS .75 - .95

GRAVEL ROADS, SHOULDERS .40 - .60

TOTAL PROJECT AREA = 0.23 ACRES

TOTAL AREA EXPECTED TO BE DISTURBED BY CONSTRUCTION ACTIVITIES = 0.19 ACRES

EROSION CONTROL

TDS TELECOM

CHARTER COMMUNICATONS

18+00 19+00 20+00 21+00 22+00

PI 17

+99.7

5

PI 19

+35.0

3

PI 2

2+07.5

5

EHWY: CTH N (WEST) COUNTY: WOOD SHEET NO:

3

MISCELLANEOUS QUANTITIES

3

FOR INFORMATION ONLY

201.0105 201.0205CLEARING GRUBBING

STATION TO STATION OFFSET STA STA9+25 ‐ 10+75 LT & RT 2 2

TOTALS 2 2

CLEARING AND GRUBBING

From/To Station Location

Excavation Common (1)

(item # 205.0100)Unexpanded

Fill Expanded Fill

(2)Mass Ordinate +/‐

(3) Waste Borrow Comment:Cut Factor

1.30 (item #208.0100)9+25 ‐ 10+75 CTH N (WEST) 104 41 140 181 ‐119 119

1) Excavation Common is the Cut. Item number 205.0100.2) Expanded Fill. Factor = 1.30; Expanded Fill = Unexpanded Fill * Fill Factor3) The Mass Ordinate + or ‐ Qty calculated for the Division. Plus quantity indicates an excess of material on the project. 4) All quantities shown in CY.5) Existing existing salvaged/unuseable asphalt pavement.

CTH N (WEST) EARTHWORK SUMMARY

Salvaged / Unuseable Pavement Material (5)

213.0100.01LOCATION EACH

CTH N (WEST) 1

TOTAL 1

FINISHING ROADWAY(BY OTHERS) (BY OTHERS)

305.0110 305.0120 455.0605 465.0105BASE AGGREGATEDENSE 3/4‐INCH

BASE AGGREGATEDENSE 1 1/4‐INCH

TACKCOAT

ASPHALTIC SURFACE

STA TO STA TON TON GAL TON9+25 ‐‐ 9+92.71 5 115 15 50

10+19.29 ‐‐ 10+75 5 95 12 400 10 0 5

TOTALS 10 220 27 95

UNDISTRIBUTED

PAVING AND BASE QUANTITIES


CTH N (WEST) 1

TOTAL 1

MAINTENANCE AND REPAIR OF HAUL ROADS


3


3


LOCATION619.1000EACH

CTH N (WEST) 0.5

TOTAL 0.5

MOBILIZATION

624.0100PURPOSE WATER

MGALCOMPACTION 4DUST CONTROL 6

TOTAL 10

WATER

625.0100 627.0200 628.1504 628.1520 628.2027 629.0210 630.0120 630.0200 630.0300TOPSOIL MULCHING SILT FENCE SILT FENCE EROSION MAT FERTILIZER SEEDING SEEDING SEEDING

MAINTENANCE CLASS II TYPE B MIXTURE TEMPORARY BORROWTYPE C NO. 20 PIT

STA TO STA LOCATION SY SY LF LF SY CWT LB LB LB9+25 ‐‐ 10+75 RT 100 90 165 330 125 0.1 6 69+25 ‐‐ 10+75 LT 80 65 140 280 105 0.1 5 5

45 40 75 150 60 0.1 3 3 0

TOTALS 225 195 380 760 290 0.3 14 14 1

UNDISTRIBUTED

EROSION CONTROL ITEMS

1

628.1905 628.1910MOBILIZATIONS

EROSIONCONTROL

MOBILIZATIONSEMERGENCYEROSIONCONTROL

LOCATION EACH EACHCTH N (WEST) 4 4

TOTALS 4 4

EROSION CONTROL MOBILIZATION ITEMS

LOCATION628.6005

SYWEST ABUTMENT 35EAST ABUTMENT 60UNDISTRIBUTED 25

TOTAL 120

TURBIDITY BARRIERS

LOCATION628.7504

LFUNDISTRIBUTED 50

TOTAL 50

TEMPORARY DITCH CHECKS

606.0300 645.0120

RIPRAP HEAVY GEOTEXTILE TYPE HR

STA TO STA LOCATION CY SY10+39 ‐ 10+75 LT 20 50

TOTALS 20 50

RIPRAP HEAVY & GEOTEXTILE TYPE HR


3


3


643.5000TRAFFIC

DURATION CONTROLLOCATION DAYS NO. DAY NO. DAY NO. DAY EACH

PER SDD 15C2 80 18 1,440 28 2,240 14 1,120 ‐‐CTH N (WEST) ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 0.5

TOTALS 1,440 2,240 1,120 0.5

TRAFFIC CONTROL PLACEMENT SUBJECT TO ENGINEER APPROVAL

TRAFFIC CONTROL ITEMS

BARRICADES WARNING LIGHTS SIGNSTYPE III TYPE A

643.0420 643.0705 643.0900

YELLOWSTA TO STA LOCATION DESCRIPTION9+25 ‐ 10+75 ‐‐ SOLID & DASHED CENTER LINES 188

12

MARKING LINE EPOXY 4‐INCH

646.1020

LF

200

UNDISTRIBUTED

TOTAL

690.0150

STATION LOCATION LF9+25 LT & RT 2110+75 LT & RT 22

TOTAL 43

SAWING ASPHALT

634.0612 637.2230 638.2602 638.3000

EXISTING SIGN SIGN

POSTS WOOD 4X6‐INCH X 12‐FT

SIGNS TYPE II REFLECTIVE F

REMOVING SIGNS TYPE II

REMOVING SMALL SIGN SUPPORTS

STATION LOCATION LOCATION CODE EACH SF EACH EACH COMMENT9+87 RT 9+88 W5‐52R 1 3 1 19+96 LT 9+88 W5‐52L 1 3 1 110+16 RT 10+12 W5‐52L 1 3 1 110+25 LT 10+12 W5‐52R 1 3 1 1

TOTALS 4 12 4 4

SIGNAGE

650.4500 650.5000 650.6500.01 650.9910.01 650.9920CONSTRUCTION

STAKING SUBGRADE

CONSTRUCTION STAKING BASE

CONSTRUCTION STAKING

STRUCTURE LAYOUT


SUPPLEMENTAL CONTROL

CONSTRUCTION STAKING SLOPE

STAKES

B‐71‐199 CTH N (WEST)LOCATION LF LF LS LS LF9+25 ‐ 10+75 125 125 ‐‐ 1 125

STRUCTURE B‐71‐199 ‐‐ ‐‐ 1 ‐‐ ‐‐

TOTALS 125 125 1 1 125


EHWY: CTH N (EAST) COUNTY: WOOD SHEET NO:

3


3


201.0105 201.0205CLEARING GRUBBING

STATION TO STATION OFFSET STA STA19+25 ‐ 20+75 LT & RT 2 2

TOTALS 2 2

CLEARING AND GRUBBING

From/To Station Location

Excavation Common (1)

(item # 205.0100)Unexpanded

Fill Expanded Fill

(2)Mass Ordinate +/‐

(3) Waste Borrow Comment:Cut Factor

1.30 (item #208.0100)19+25 ‐ 20+75 CTH N (EAST) 100 50 128 166 ‐117 117

1) Excavation Common is the Cut. Item number 205.0100.2) Expanded Fill. Factor = 1.30; Expanded Fill = Unexpanded Fill * Fill Factor3) The Mass Ordinate + or ‐ Qty calculated for the Division. Plus quantity indicates an excess of material on the project. 4) All quantities shown in CY.5) Existing existing salvaged/unuseable asphalt pavement.

CTH N (EAST) EARTHWORK SUMMARY

Salvaged / Unuseable Pavement Material (5)


CTH N (EAST) 1

TOTAL 1

FINISHING ROADWAY(BY OTHERS) (BY OTHERS)

305.0110 305.0120 455.0605 465.0105BASE AGGREGATEDENSE 3/4‐INCH

BASE AGGREGATEDENSE 1 1/4‐INCH

TACKCOAT

ASPHALTIC SURFACE

STA TO STA TON TON GAL TON19+25 ‐‐ 19+86.71 5 105 14 45

20+13.29 ‐‐ 20+75 5 105 14 450 10 0 5

TOTALS 10 220 28 95

UNDISTRIBUTED

PAVING AND BASE QUANTITIES


CTH N (EAST) 1

TOTAL 1

MAINTENANCE AND REPAIR OF HAUL ROADS


3


3


606.0300 645.0120

RIPRAP HEAVY GEOTEXTILE TYPE HR

STA TO STA LOCATION CY SY20+19 ‐ 20+75 LT 15 30

TOTALS 15 30

RIPRAP HEAVY & GEOTEXTILE TYPE HR

LOCATION619.1000EACH

CTH N (EAST) 0.5

TOTAL 0.5

MOBILIZATION

624.0100PURPOSE WATER

MGALCOMPACTION 4DUST CONTROL 6

TOTAL 10

WATER

625.0100 627.0200 628.1504 628.1520 628.2027 629.0210 630.0120 630.0200 630.0300TOPSOIL MULCHING SILT FENCE SILT FENCE EROSION MAT FERTILIZER SEEDING SEEDING SEEDING

MAINTENANCE CLASS II TYPE B MIXTURE TEMPORARY BORROWTYPE C NO. 20 PIT

STA TO STA LOCATION SY SY LF LF SY CWT LB LB LB19+25 ‐‐ 20+75 RT 110 90 135 270 135 0.1 6 619+25 ‐‐ 20+75 LT 90 55 130 260 115 0.1 5 5

50 35 65 130 65 0.1 3 3 0

TOTALS 250 180 330 660 315 0.3 14 14 1

UNDISTRIBUTED

EROSION CONTROL ITEMS

1

628.1905 628.1910MOBILIZATIONS

EROSIONCONTROL

MOBILIZATIONSEMERGENCYEROSIONCONTROL

LOCATION EACH EACHCTH N (EAST) 4 4

TOTALS 4 4

EROSION CONTROL MOBILIZATION ITEMS

LOCATION628.6005

SYWEST ABUTMENT 70EAST ABUTMENT 60UNDISTRIBUTED 30

TOTAL 160

TURBIDITY BARRIERS

LOCATION628.7504

LFUNDISTRIBUTED 50

TOTAL 50

TEMPORARY DITCH CHECKS


3


3


YELLOWSTA TO STA LOCATION DESCRIPTION19+25 ‐ 20+75 ‐‐ SOLID & DASHED CENTER LINES 188

12

MARKING LINE EPOXY 4‐INCH

646.1020

LF

200

UNDISTRIBUTED

TOTAL

690.0150

STATION LOCATION LF19+25 LT & RT 2220+75 LT & RT 22

TOTAL 44

SAWING ASPHALT

634.0612 637.2230 638.2602 638.3000

EXISTING SIGN SIGN

POSTS WOOD 4X6‐INCH X 12‐FT

SIGNS TYPE II REFLECTIVE F

REMOVING SIGNS TYPE II

REMOVING SMALL SIGN SUPPORTS

STATION LOCATION LOCATION CODE EACH SF EACH EACH COMMENT19+81 LT 19+88 W5‐52L 1 3 1 119+90 RT 19+88 W5‐52R 1 3 1 120+10 LT 20+12 W5‐52R 1 3 1 120+19 RT 20+12 W5‐52L 1 3 1 1

TOTALS 4 12 4 4

SIGNAGE

643.5000TRAFFIC

DURATION CONTROLLOCATION DAYS NO. DAY NO. DAY NO. DAY EACH

PER SDD 15C2 80 18 1,440 28 2,240 14 1,120 ‐‐CTH N (EAST) ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 0.5

TOTALS 1,440 2,240 1,120 0.5

TRAFFIC CONTROL PLACEMENT SUBJECT TO ENGINEER APPROVAL

TRAFFIC CONTROL ITEMS

BARRICADES WARNING LIGHTS SIGNSTYPE III TYPE A

643.0420 643.0705 643.0900

650.4500 650.5000 650.6500.02 650.9910.02 650.9920CONSTRUCTION

STAKING SUBGRADE

CONSTRUCTION STAKING BASE


STRUCTURE LAYOUT


SUPPLEMENTAL CONTROL

CONSTRUCTION STAKING SLOPE

STAKES

B‐71‐200 CTH N (EAST)LOCATION LF LF LS LS LF

19+25 ‐ 20+75 125 125 ‐‐ 1 125STRUCTURE B‐71‐200 ‐‐ ‐‐ 1 ‐‐ ‐‐

TOTALS 125 125 1 1 125


GUYGUY

GUYMP

BM

1144.40

RR SPIKE PPOL

GUY MP

120D SPIKE

CP

BM

CHIS X

1147.53

120D SPIKE

CP

RTIE

PK

RTIE

PK

CP

120D SPIKE

RTIE

PK

RTIE

PK

PK

RTIERTIE

PK

CP

120D SPIKE

PK

RTIE

PK

RTIE

PK

RTIE

RTIE

PK

RTIE

PK

RTIE

PK

SCALE, FEET0 25 50

1160

1140

1130

1160

1150

1140

1130

PENTABLE:Wisdot_shd.tbl WalderaK12/10/2019 1:49.9999U:\42-1156.00 - Wood Co - CTH N Bridges\Roadway\421156 pp west.dgnWISDOT/CADDS SHEET 40

5

9+50 9+00 8+50 8+00 11+00 10+50 10+00 11+50

5

HWY: COUNTY: EWOOD SHEET PLAN AND PROFILE

1138.8

4

1148.8

9

1150.11

1148.15

1148.6

1

1148.2

5

1148.2

6

1148.4

8

1149.4

5

12+00

1150

CTH N

(ASPHALT)

EXISTING R/W

EXISTING R/W

` OF CTH N

SLOPE INTERCEPT

SLOPE INTERCEPT

SLOPE INTERCEPT

SLOPE INTERCEPT

BRANCH MILL

BM#1BM#2

EXISTING ` PROFILEEXISTING ` PROFILE

PROFILE

FINISHED `

9+89

STA.NO. DESCRIPTION

BENCH MARKS

ELEV.

1

2

CHISLED X, 12' RT. 1147.53

1144.40 10+62

CREEK

TO BE REMOVED

EXISTING STRUCTURE

B-71-199

STRUCTURE

EL. 1138.8\

STREAM BED

DITCH LINE

BEGIN PROJECT

X = 709867.45

Y = 522341.81

END PROJECT

X = 710017.45

Y = 522342.60

STA. 10+75STA. 9+25

CP #4

CP #1

CP #2

CP #3

100


ALLIANT ENERGY/


ALLIANT ENERGY/



WATER EL. 1139.9 (10-22-18)

N

66'

RR SPK IN PPOL, 31' RT.

CTH N (WEST)


TO WOOD COUNTY.

SALVAGE EXISTING STRUCTURE RAILING

"ALIGNMENT CONTROLS" SHEET.

BEARINGS, AND COORDINATES, SEE

FOR ALIGNMENT CONTROL POINTS,

NOTES:

8+00 9+00 10+00 11+00 12+00

PI 8

+00.0

0

PI 12

+07.7

2

+0.31%

1148.2

5

1148.4

1

1148.5

6

PI E

L 1148.18

PI S

TA 10

+75.0

0

PI E

L 1148.6

4

PI S

TA 9

+25.0

0

EARTHWORK SUMMARY

EXC. COMMON 45 C.Y.FILL 52 C.Y.

SHR. = 30%

EARTHWORK SUMMARY


SHR. = 30%

STA. 9+25 TO STA. 9+92.71 STA. 10+19.29 TO STA. 10+75

15° SKEW LHF

30'-0" CLEAR RDWY. x 26'-7" O.A.L.

ON VERTICAL PILE-ENCASED (A5) ABUTMENTS

SINGLE-SPAN CONCRETE FLAT SLAB BRIDGE

STRUCTURE REQ'D.

STA. 10+06

0° SKEW

23.0' CLEAR RDWY. x 21.5' O.A.L

SINGLE-SPAN STEEL DECK GIRDER BRIDGE

MINIMAL DEBRIS STA. 10+00

REMOVING OLD STRUCTURE OVER WATERWAY WITH

BORROW 78 C.Y. BORROW 41 C.Y.

GUY

BM

1132.92


1133.01BM

30" CMCP30" CMCP

RTIE

PK

CP


CP

PK

RTIE

RTIE

PK120D SPIKE

CP

RTIE

PK

RTIE

PK

PK

RTIE

WO

OD

WO

OD

SHRUBS

RTIE

PK

RTIE

PK

RTIE

PK

RTIE

PK

SHRUBS

PK

RTIE

PK

CP

RTIE

PK

RTIE

PK

N

1150

1130

1120

1150

1140

1130

1120

PENTABLE:Wisdot_shd.tbl WalderaK12/10/2019 1:49.9999U:\42-1156.00 - Wood Co - CTH N Bridges\Roadway\421156 pp east.dgnWISDOT/CADDS SHEET 40

5

19+50 19+00 18+50 18+00 21+00 20+50 20+00 21+50

5

HWY: COUNTY: EWOOD SHEET PLAN AND PROFILE

1126.9

6

1136.6

1

1137.2

1

1138.0

7

1139.8

1

1138.9

1

1137.4

3

1136.7

9

1136.6

3

22+00

1140

SCALE, FEET0 25 50

PROFILE

FINISHED `

EXISTING ` PROFILEEXISTING ` PROFILE

(ASPHALT)

CTH N

SLOPE INTERCEPT

` OF CTH N

BM#3

BM#4

SLOPE INTERCEPT

SLOPE INTERCEPT

SLOPE INTERCEPT

B-71-200

STRUCTURE

TO BE REMOVED

EXISTING STRUCTURE

CUTLER

CREE

K

19+54

STA.NO. DESCRIPTION

BENCH MARKS

ELEV.

3

4

1133.01

1132.92 21+49

EL. 1127.0\

STREAM BED

CP #13

CP #12

CP #11

CP #10



WATER EL. 1128.8 (10-22-18)100

DITCH LINE

BEGIN PROJECT

STA. 20+75

END PROJECT STA. 19+25

X = 723941.91

Y = 519607.28

X = 724091.86

Y = 519603.45

CTH N (EAST)


EXISTING R/W

EXISTING R/W

66'


ALLIANT ENERGY/

TDS TELECOM

CHARTER COMMUNICATONS

TO WOOD COUNTY.

SALVAGE EXISTING STRUCTURE RAILING

"ALIGNMENT CONTROLS" SHEET.

BEARINGS, AND COORDINATES, SEE

FOR ALIGNMENT CONTROL POINTS,

NOTES:

18+00 19+00 20+00 21+00 22+00

PI 17

+99.7

5

PI 19

+35.0

3

PI 2

2+07.5

5

-0.69%

1137.5

3

1137.18

1136.8

3

PI S

TA 19

+25.0

0

PI E

L 1137.7

0

PI S

TA 20

+75.0

0

PI E

L 1136.6

6

15° SKEW LHF

30'-0" CLEAR RDWY. x 26'-7" O.A.L.

ON VERTICAL PILE-ENCASED (A5) ABUTMENTS

SINGLE-SPAN CONCRETE FLAT SLAB BRIDGE

STRUCTURE REQ'D.

STA. 20+00

0° SKEW

23.0' CLEAR RDWY. x 21.2' O.A.L

SINGLE-SPAN STEEL DECK GIRDER BRIDGE

MINIMAL DEBRIS STA. 20+00

REMOVING OLD STRUCTURE OVER WATERWAY WITH

EARTHWORK SUMMARY


SHR. = 30%

BORROW 44 C.Y.

STA. 20+13.29 TO STA. 20+75

EARTHWORK SUMMARY


SHR. = 30%

BORROW 73 C.Y.

STA. 19+25 TO STA. 19+86.71

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D

GENERAL NOTES

D

*

DD

*

URBAN AREA

6’-3"-+

**

*

RURAL AREA (See Note 2)

**

7’-3"-+

**

6’-3"+-5’-3"-+

+

+

PLATE NO. DATE

APPROVED

WISCONSIN DEPT OF TRANSPORTATION

State Traffic Engineer

TYPICAL INSTALLATION

+

throughout length of project.

OF PERMANENT TYPE II

SIGNS ON SINGLE POSTS

2’ Min - 4’ Max (See Note 6)

2’ Min - 4’ Max (See Note 6)

multiple posts. Refer to plate A4-4.

of a sub-sign.

with existing signs or consistent

7. The ( ) tolerance for mounting

height is 3 inches.

Location

White Edgeline

Location

White Edgeline

Outside Edge

Outside Edge

of Gravel

of Gravel

by project engineer.

gravel, whichever is greater unless directed

location) or 2 feet from outside edge of

feet from the edge of pavement (edge line

6 feet from edge of a paved shoulder or 12

mounting height is 7’- 3" ( ) or

( )

( )

( )( )

7 7


EHWY: COUNTY: SHEET NO:

C:\CAEfiles\Projects\tr_stdplate\A43.DGNFILE NAME : 21-AUG-2017 16:04 100.601251:1.000000PLOT SCALE : PLOT DATE : PLOT BY : $$...plotuser...$$

PROJECT NO:

PLOT NAME :

3. For expressways and freeways,

5. Minimum mounting height for signs

measured from the flow line.

the top of the curb. Offset of signs is

sidewalk vertical clearance is measured from

or parking is permitted. In the absence of

there is sidewalk adjacent to the roadway

That height is typically measured where

itself mandate the vertical clearance illustrated.

The existence of curb and gutter does not in

Curb Flowline

Curb Flowline

A4-10 sign plate.

or larger, shall be mounted on

8/21/17 A4-3.21

( Sq. Ft. )

D

4’

5’

20 or Less

Greater than 20

POST EMBEDMENT DEPTH

Area of Sign

Installation

( Min )

sign (W1-8), Roundabout Chevron panel (R6-4B),

Enhanced Reference Markers, Clearance Markers

(W5-52), Mile Markers (D10 series), In Road Object

9. The Double Arrow sign (W12-1) shall be

2. If signs are mounted on barrier wall, see

6’-3" ( ) depending upon existence

mounted on traffic signal poles is 5’ - 3" ( ).

6. Offset distance shall be consistent

Markers (W5-54) & End of Road Markers (W5-56)

mounted at a height of 2’-3" ( ). The Chevron

shall be mounted at a height of 4’-3" ( ).

+

+

+

+

8. Folding signs shall be mounted at a height

of 5’-3" ( ) or as directd by the Engineer.

1. Signs wider than 4 feet or 20 sq.ft

4. J-Assemblies are considered to be one sign

for mounting height.

SIGN SHALL BE MOUNTED TO PROJECT

ABOVE THE TOP OF THE POST1"+ 1/2"-

Nuts, bolts and lags used for mounting signs

b. Electro-galvanized in accordance with

ASTM Designation : B 633, TYPE III, SC 3.

Threads on bolts

with sufficient allowance for the cadmium plate or

galvanized coating to permit the nuts to run freely

on the bolts.

shall have hexagonal heads and shall be either :

and nuts shall be manufactured

*

*

* Two different fastening systems are shown for

PLATE NO. DATE

APPROVED

WISCONSIN DEPT OF TRANSPORTATION

State Traffic Engineer

ATTACHMENT OF SIGNS one or the other system shall be used. Actual number

illustration purposes. On any individual sign, either

TO POSTS

MACHINE BOLTS -

LAG SCREWS -

WOOD POSTS (4" x 4" or 4" x 6")

normally there are two. For a single post installation,

of fasteners per sign varies with the sign area, but

washer

nylonwashersteel

steelwasher

7 7

ESHEET NO:

C:\CAEfiles\Projects\tr_stdplate\A48.DGNFILE NAME : 11-AUG-2016 11:35PLOT DATE : PLOT BY : $$...plotuser...$$

PROJECT NO:

all signs greater than 9 sq. ft. require the use of

3 fasteners.

a. Hot dip galvanized in accordance

with ASTM Designation: A 153, Class D, or SC 3

SQUARE STEEL POSTS (2" x 2")

WASHERS (ALL POSTS) -

1-1/4" O.D. X �" I.D. X �" STEEL

RIVETS - �" (6605-9-6) BULB-TITE, TRI-FOLD, ALUMINUM BODY/MANDREL

O.D. FLANGE .720-.765 INCH, GRIP RANGE .042-.375 INCH

A4-8.8

STRINGER BOLTING TO ALUMINUM SIGNS (SEE SIGN PLATE A4-18)

MACHINE BOLTS -

�" X 3-1/4" Length w/ nuts (NO STRINGER ON BACK OF SIGN)

�" X 5" Length w/ nuts (STRINGERS ON BACK OF SIGN)

�" X 4" (STRINGERS ON BACK OF SIGN)

�" X 3" (NO STRINGERS ON BACK OF SIGN)

1-1/4" O.D. X �" I.D. X .080 NYLON

8/11/16

�" X 1-3/4" Length w/ lock nuts


9

COMPUTER EARTHWORK DATA

9

Note 1 ‐ Cut Cut includes existing asphalt pavement.Note 2 ‐ Fill Volume needed to be filled. Note 3 ‐ Mass Ordinate (Cut) ‐ (Fill * 1.30)Note 4 ‐ Salvaged / Unuseable Pavement Material Existing existing asphalt pavement to be removed from Cut.Note 5 ‐ Cut Cut reduced by salvaged/unuseable asphaltic pavement

Incremental Vol (CY) (Unadjusted) Cumulative Vol (CY)Salvaged / Expanded

Station Distance Cut Unuseable Fill Cut Unuseable Fill Cut Fill Mass OrdinatePavement Pavement 1.00 1.30Material Material

Note 1 Note 4 Note 2 Note 5 Note 39+25 ‐‐ 25.6 8.8 0.09+50 25.00 22.9 8.9 47.0 23 8 22 14 28 ‐149+75 25.00 22.9 9.0 39.3 21 8 40 27 80 ‐53

9+92.71 17.71 22.9 9.0 39.3 15 6 26 36 114 ‐78STRUCTURE B‐71‐199

10+19.29 ‐‐ 19.9 8.9 38.510+25 5.71 19.9 8.9 38.5 4 2 8 39 125 ‐8610+50 25.00 20.8 9.1 27.9 19 8 31 49 165 ‐11510+75 25.00 26.5 9.2 0.0 22 9 13 63 181 ‐119

104 41 140

CTH N (WEST) COMPUTER EARTHWORKArea (SF)



9

COMPUTER EARTHWORK DATA

9

Note 1 ‐ Cut Cut includes existing asphalt pavement.Note 2 ‐ Fill Volume needed to be filled. Note 3 ‐ Mass Ordinate (Cut) ‐ (Fill * 1.30)Note 4 ‐ Salvaged / Unuseable Pavement Material Existing existing asphalt pavement to be removed from Cut.Note 5 ‐ Cut Cut reduced by salvaged/unuseable asphaltic pavement

Incremental Vol (CY) (Unadjusted) Cumulative Vol (CY)Salvaged / Expanded

Station Distance Cut Unuseable Fill Cut Unuseable Fill Cut Fill Mass OrdinatePavement Pavement 1.00 1.30Material Material

Note 1 Note 4 Note 2 Note 5 Note 319+25 ‐‐ 26.9 10.8 0.019+50 25.00 19.4 10.9 39.3 21 10 18 11 23 ‐1219+75 25.00 17.5 11.3 40.0 17 10 37 18 72 ‐54

19+86.71 11.71 17.5 11.3 40.0 8 5 17 21 94 ‐73STRUCTURE B‐71‐200

20+13.29 ‐‐ 22.5 11.1 31.220+25 11.71 22.5 11.1 31.2 10 5 14 26 112 ‐8620+50 25.00 23.1 11.0 30.1 21 10 28 37 148 ‐11220+75 25.00 26.5 11.0 0.0 23 10 14 50 166 ‐117

100 50 128

CTH N (EAST) COMPUTER EARTHWORKArea (SF)


(MATCH EXISTING)

STA. 9+25

BEGIN PROJECT

HEAVY

RIPRAP


HWY: COUNTY: E

9

U:\42-1156.00 - Wood Co - CTH N Bridges\Roadway\CTH N west_xs.dgnFILE NAME : 12/11/2018 1:10PLOT SCALE : PLOT DATE : PLOT BY : walderak

PLOT NAME :

9

SHEET

5 FT

5 FT

CROSS SECTIONS WOOD CTH N (WEST)

1135

1140

1145

1150

1155

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

1135

1140

1145

1150

1155

1130

1135

1140

1145

1150

1155

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

1130

1135

1140

1145

1150

1155

1130

1135

1140

1145

1150

1155

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

1130

1135

1140

1145

1150

1155

9+25

9+50

9+75

STA. 9+25 TO 9+75

OH

OH OH

OH OH

TEL

TEL

R/W

R/W

R/W

R/W

R/WR/W

-17.0

5

1146.9

1

-13.4

7

1146.9

8

0.0

0

1147.2

5

13.6

8

1146.9

8

17.2

6

1146.9

1

-18.14

1146.9

7

-14.9

5

1147.0

3

0.0

0

1147.3

3

15.3

5

1147.0

2

1146.9

6

-28.4

6

1142.3

5

-14.4

7

1147.9

4

-13.4

7

1147.9

8

0.0

0

1148.2

5

13.6

8

1147.9

814.6

8

1147.9

4

30.3

9

1141.65

-29.5

4

1141.64

-15.9

5

1147.9

9

-14.9

5

1148.0

3

0.0

0

1148.3

3

15.3

5

1148.0

2

16.3

5

1147.9

8

2.5:1

2.00% 2.00%

2.5:1

2.1:1

2.00% 2.00%

2.0:1

28.5

4

1141.97

18.4

2

HEAVY

RIPRAP

STRUCTURE B-71-199

STRUCTURE B-71-199


HWY: COUNTY: E

9


PLOT NAME :

9

SHEET

5 FT

5 FT


1135

1140

1145

1150

1155

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

1135

1140

1145

1150

1155

1135

1140

1145

1150

1155

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

1135

1140

1145

1150

1155

10+25

10+50

OH OHR/W

R/W

R/W

0.0

0

1147.4

9

15.5

4

1147.17

18.5

8

1147.11

-17.11

1147.2

2

-14.0

7

1147.2

8

0.0

0

1147.5

6

13.7

7

1147.2

9

17.3

5

1147.2

2

0.0

0

1148.4

9

15.5

4

1148.17

16.5

4

1148.13

28.2

5

1142.2

8

-15.0

7

1148.2

4

-14.0

7

1148.2

8

0.0

0

1148.5

6

13.7

7

1148.2

9

14.7

7

1148.2

5

24.7

5

1144.2

5

2.00%

2.0:1

2.0:1

2.0:

1

2.00% 2.00%

2.5:1

STA. 10+25 TO 10+50

-32.3

6

1145.0

5

-26.9

1

1142.3

2

(MATCH EXISTING)

STA. 10+75

END PROJECT


HWY: COUNTY: E

9


PLOT NAME :

9

SHEET

5 FT

5 FT


1135

1140

1145

1150

1155

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

1135

1140

1145

1150

1155

10+75

STA. 10+75 TO 10+75

OH

OH

R/W

R/W

(MATCH EXISTING)

STA. 19+25

BEGIN PROJECT

STRUCTURE B-71-200


HWY: COUNTY: E

9

U:\42-1156.00 - Wood Co - CTH N Bridges\Roadway\CTH N east_xs.dgnFILE NAME : 2/26/2019 1:10PLOT SCALE : PLOT DATE : PLOT BY : walderak

PLOT NAME :

9

SHEET

5 FT

5 FT

CROSS SECTIONS WOOD CTH N (EAST)

1120

1125

1130

1135

1140

1145

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

1120

1125

1130

1135

1140

1145

1120

1125

1130

1135

1140

1145

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

1120

1125

1130

1135

1140

1145

1120

1125

1130

1135

1140

1145

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

1120

1125

1130

1135

1140

1145

19+25

19+50

19+75

STA. 19+25 TO 19+75

OH

OH

OH

TV

R/W

R/W

R/W

R/W

R/W

-31.54

1130.5

1

-17.3

8

1136.18

-13.8

0

1136.2

5

0.0

0

1136.5

3

13.6

7

1136.2

5

17.2

5

1136.18

27.8

7

1131.93

0.0

0

1136.3

5

15.2

4

1136.0

5

18.2

8

1135.9

9

29.5

1

1130.3

7

-14.8

0

1137.2

1

-13.8

0

1137.2

5

0.0

0

1137.5

3

13.6

7

1137.2

5

14.6

7

1137.2

1

0.0

0

1137.3

5

15.2

4

1137.0

5

16.2

4

1137.0

1

2.5:1

2.00% 2.00%

2.5:1

2.00%

2.0:1

TEL

TEL

HEAVY

RIPRAP

HEAVY

RIPRAP

STRUCTURE B-71-200

STRUCTURE B-71-200


HWY: COUNTY: E

9


PLOT NAME :

9

SHEET

5 FT

5 FT


1120

1125

1130

1135

1140

1145

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

1120

1125

1130

1135

1140

1145

1120

1125

1130

1135

1140

1145

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

1120

1125

1130

1135

1140

1145

20+25

20+50

OH

TEL

TV

R/W

R/W

R/W

-18.2

6

1135.6

4

-15.2

2

1135.7

0

0.0

0

1136.0

1

-17.19

1135.4

9

-13.6

1

1135.5

6

0.0

0

1135.8

3

13.8

5

1135.5

6

17.4

3

1135.4

8

29.8

6

1130.5

1

-31.11

1132.2

3

-28.10

1130.7

2

-16.2

2

1136.6

6

-15.2

2

1136.7

0

0.0

0

1137.0

1

-29.3

9

1132.0

3

-27.6

1

1131.32

-14.6

1

1136.5

2

-13.6

1

1136.5

6

0.0

0

1136.8

3

13.8

5

1136.5

6

14.8

5

1136.5

2

2.0:1

2.0:

1

2.00%

2.5:1

2.00% 2.00%

2.5:1

STA. 20+25 TO 20+50

TEL

(MATCH EXISTING)

STA. 20+75

END PROJECT


HWY: COUNTY: E

9


PLOT NAME :

9

SHEET

5 FT

5 FT


1125

1130

1135

1140

1145

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

1125

1130

1135

1140

1145

20+75

STA. 20+75 TO 20+75

OH

R/W

R/W

TEL

DIGGERS HOTLINE - Home - Wood County Wisconsin · 2020-01-30 · GUY BM 1 2. R PIKE POL R PIKE POL...

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Transcript of DIGGERS HOTLINE - Home - Wood County Wisconsin · 2020-01-30 · GUY BM 1 2. R PIKE POL R PIKE POL...