TYPICAL EXISTING SECTION

23

Transcript of TYPICAL EXISTING SECTION

TYPICAL EXISTING SECTION

TYPICALSECTIONS

Drawing Name

THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

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AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC.

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M97020

C2.0Sheet No.

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4/17/2013

4/17/2013R:\PROJECTS\M97020 CTH Y MARATHON COUNTY\CADD FILES\ROADWAY\TYPICALS\TYPICAL SECTIONS.DWGFILE NAME : PLOT DATE : PLOT BY : WIEDERIN, NICHOLAS

LAYOUT : MODEL 2:00:56 PMPLOT TIME :

PLOT SCALE : 0.500000

TYPICAL EXISTING SUPERELEVATED SECTION

TYPICAL FINISHED SECTION

TYPICAL FINISHED SECTION

TYPICALSECTIONS

Drawing Name

THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO

BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN

AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC.

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M97020

C2.1Sheet No.

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4/17/2013R:\PROJECTS\M97020 CTH Y MARATHON COUNTY\CADD FILES\ROADWAY\TYPICALS\TYPICAL SECTIONS.DWGFILE NAME : PLOT DATE : PLOT BY : WIEDERIN, NICHOLAS

LAYOUT : MODEL 2:00:29 PMPLOT TIME :

PLOT SCALE : 0.500000

TYPICAL FINISHED HALF SECTION

FOR PAVEMENT WIDENING IN CURVE SECTIONS

TYPICAL FINISHED SECTION

TYPICALSECTIONS

Drawing Name

THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO

BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN

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M97020

C2.2Sheet No.

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4/17/2013

4/17/2013R:\PROJECTS\M97020 CTH Y MARATHON COUNTY\CADD FILES\ROADWAY\TYPICALS\TYPICAL SECTIONS.DWGFILE NAME : PLOT DATE : PLOT BY : WIEDERIN, NICHOLAS

LAYOUT : MODEL 1:59:53 PMPLOT TIME :

PLOT SCALE : 0.500000

TYPICAL FINISHED SECTION

TYPICALSECTIONSSUPERELEVATIONCORRECTION

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THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO

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M97020

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2/25/2013

CONSTRUCTIONDETAILS

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Drawing Name

THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO

BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN

AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC.

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M97020

C2.4Sheet No.

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Date

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4/18/2013

CONSTRUCTIONDETAILS

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Drawing Name

THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO

BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN

AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC.

-

M97020

C2.5Sheet No.

Jewell Project Number

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Date

RevisionDate

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2/28/2013

CONSTRUCTIONDETAILS

Drawing Name

THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO

BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN

AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC.

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M97020

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CONSTRUCTIONDETAILS

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THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO

BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN

AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC.

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M97020

C2.7Sheet No.

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SIDEROAD INTERSECTION DETAIL

CONSTRUCTIONDETAILS

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THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO

BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN

AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC.

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M97020

C2.8Sheet No.

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PAVEMENT MARKING (MAINLINE) DETAIL

PAVEMENT MARKING (INTERSECTIONS) DETAIL

CONSTRUCTIONDETAILS

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THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO

BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN

AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC.

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M97020

C2.9Sheet No.

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CONSTRUCTIONDETAILS

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THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO

BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN

AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC.

-

M97020

C2.10Sheet No.

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TRAFFIC CONTROL MOVING OPERATIONS DETAIL

TRAFFIC CONTROLPLAN

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THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO

BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN

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M97020

C2.11Sheet No.

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4/9/2013

SUPERELEVATIONTABLES

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M97020

C2.12Sheet No.

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SUPERELEVATIONTABLES

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THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

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M97020

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2/28/2013

Station/CoordinateTable

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M97020

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4/17/2013R:\PROJECTS\M97020 CTH Y MARATHON COUNTY\CADD FILES\ROADWAY\DETAILS\SUPERELEVATION TABLES.DWGFILE NAME : PLOT DATE : PLOT BY : WIEDERIN, NICHOLAS

LAYOUT : MODEL 2:08:51 PMPLOT TIME :

PLOT SCALE : 1:1

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M97020

C2.15Sheet No.

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4/9/2013

PLAN VIEWDrawing Name

THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

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M97020

C2.16Sheet No.

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4/9/2013

PLAN VIEWDrawing Name

THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO

BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN

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M97020

C2.17Sheet No.

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4/9/2013

PLAN VIEWDrawing Name

THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

OF JEWELL ASSOCIATES ENGINEERS, INC. AND IS NOT TO

BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN

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M97020

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4/17/2013

4/17/2013R:\PROJECTS\M97020 CTH Y MARATHON COUNTY\CADD FILES\ROADWAY\PLAN & PROFILE SHEETS\M97020 CTH Y_PLAN VIEWS.DWGFILE NAME : PLOT DATE : PLOT BY : WIEDERIN, NICHOLASLAYOUT : 184+00 - 240+00 1:53:27 PMPLOT TIME :

PLOT SCALE : 1" = 1'

PROPOSED S.E. = 5.5%R.O. = 140'TRANS. = 191'

CURVE 11

PROPOSED S.E. = 6.0%R.O. = 153'TRANS. = 204'

CURVE 12

PROPOSED S.E. = 6.0%R.O. = 133'TRANS. = 177'

CURVE 13

PROPOSED S.E. = 5.7%R.O. = 146'TRANS. = 197'

CURVE 14

P.I. STA. 190+28.18

Y = 148469.70

X = 351153.97

Δ = 00°06'36"

N 49°52'01" E

N 49°45'25" E

N 30°31'56" E

N 04°08'48" E

N 40°12'32" E

N 40°09'17" E

P.I. STA. 227+33.08

Y = 151621.86

X = 352828.25

Δ = 00°03'16"

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

SCALE: 1"=200'

SCALE: 1"=200'

CTH Y C/L

CTH Y C/L

CURVE 11

CURVE 12

CURVE 13

CURVE 14

8

2

.

5

'

T

Y

P

.

8

2

.

5

'

T

Y

P

.

WITTENBERG

TELEPHONE(T)

WPS(G)

WITTENBERG

TELEPHONE(TV)

WPS(G)

WITTENBERG

TELEPHONE(T)

1' PAVEMENT WIDENING

STA. 192+52.04 - STA. 196+67.41

WPS(O.H.E.)

WITTENBERG

TELEPHONE(T)

WITTENBERG

TELEPHONE(T)

WPS(O.H.E.)

WPS(G)

WPS(G)

WITTENBERG

TELEPHONE(TV)

WPS(O.H.E.)

WPS(G)

WPS(O.H.E.)

WITTENBERG

TELEPHONE(T)

WPS(O.H.E.)

EXISTING S.E. = 4.9% EXISTING S.E. = 5.9%

EXISTING S.E. = 6.1%

EXISTING S.E. = 5.1%

STA. 196+67.41 - STA. 244+74.47, LT.&RT.

4' PAVED SHOULDER,

STA. 196+67.41 - STA. 244+74.47, LT.&RT.

4' PAVED SHOULDER

INTERSECTION TYPE C REQ'D

AT SHADY LN (SEE CONSTRUCTION

DETAILS C2.4)

INTERSECTION TYPE C REQ'D

AT BALLROOM LN (SEE

CONSTRUCTION DETAILS C2.4)

INTERSECTION TYPE C REQ'D

AT N. SHORE DRIVE (SEE

CONSTRUCTION DETAILS C2.4)

PIKE LAKE

PIKE LAKE

PLAN VIEWDrawing Name

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HEREIN AS AN INSTRUMENT OF SERVICE, IS THE PROPERTY

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M97020

C2.19Sheet No.

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P.I. STA. 257+77.29

Y = 154436.80

X = 353559.71

Δ = 00°04'37"

P.I. STA. 282+16.61

Y = 156875.99

X = 353534.73

Δ = 00°13'11"

CURVE 14

CTH Y C/L

CTH Y C/L

82.5'

TYP.

82.5'

TYP.

WPS(G)

WPS(G)

WPS(G)

WPS(G)

WPS(G)

WITTENBERG

TELEPHONE(TV)

WITTENBERG

TELEPHONE(T)

WITTENBERG

TELEPHONE(TV)

WPS(G)

WPS(G)

WPS(G)

WITTENBERG

TELEPHONE(TV)

WPS(G)

WITTENBERG

TELEPHONE(TV)

WPS(G)

WPS(O.H.E.)

WPS(G)

INTERSECTION TYPE C REQ'D

AT PLOVER RIVER RD (SEE

CONSTRUCTION DETAILS C2.4)

INTERSECTION TYPE C REQ'D

AT N. SHORE DRIVE (SEE

CONSTRUCTION DETAILS C2.4)

INTERSECTION TYPE C REQ'D

AT WODORA ACRES RD (SEE

CONSTRUCTION DETAILS C2.4)

INTERSECTION TYPE C REQ'D

AT CASANDRA JO LANE (SEE

CONSTRUCTION DETAILS C2.4)

STA. 196+67.41 - STA. 244+74.47, LT.&RT.

4' PAVED SHOULDER

PLAN VIEWDrawing Name

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M97020

C2.20Sheet No.

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4/17/2013R:\PROJECTS\M97020 CTH Y MARATHON COUNTY\CADD FILES\ROADWAY\PLAN & PROFILE SHEETS\M97020 CTH Y_PLAN VIEWS.DWGFILE NAME : PLOT DATE : PLOT BY : WIEDERIN, NICHOLASLAYOUT : 296+00 - END 1:55:02 PMPLOT TIME :

PLOT SCALE : 1" = 1'

CTH Y C/L

SCALE: 1"=200'

N 00°48'24" W

Y = 159,449.14

X = 353,499.09

82.5'

TYP.

P.I. STA. 306+44.28

Y = 159303.42

X = 353500.55

Δ = 00°13'52"

N 00°34'32" W

WPS(G)

WPS(G)WPS(O.H.E.)

SAWING ASPHALT REQ'D

INTERSECTION TYPE C REQ'D

AT CTH II (SEE CONSTRUCTION

DETAILS C2.4)

INTERSECTION TYPE C REQ'D

AT BRIDGE RD (SEE CONSTRUCTION

DETAILS C2.4)

MISCELLANEOUSQUANTITIES

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THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED

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AUTHORIZATION OF JEWELL ASSOCIATES ENGINEERS, INC.

-

M97020

C3.0Sheet No.

Jewell Project Number

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Date

RevisionDate

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4/11/2013