450 451 452 453 454 455 456 457

OH OH OH OH OH OH OH

POST

IP

IP

IP

IPTTTTTTTT TTTTTTTT

TT

TTT

TTTTTTTT

TTOH OH OH OH OH OH OH

TTTTTTTT TTTTTTTT

TT

TTT

TTTTTTTT

TT

458 459 460 461 462 463 464 465

OH OH

OH

OH

OH

OH

OH

OH

OHOHOHOHOHOHOHOH

GUY

POST

SIG

N

GUYPOSTPOST

POST

SIGN

POSTPOSTPOST

NGS

IP IP

IP

IP

IP

IP IP

IP

IP

IPT

TTTTTTTTTT

T

TTTTTTTTTT

TTTTT

TT

T

T

TT

TTT

T

TT

T

T

T

TTT

TTT

T

TT

T

T

T

TTTT

TTT TTTTVTVTVTVTVTVTVTVTVTVOH OH

OH

OH

OH

OH

OH

OH

OHOHOHOHOHOHOHOH

T

TTTTTTTTTT

T

TTTTTTTTTT

TTTTT

TT

T

T

TT

TTT

T

TT

T

T

T

TTT

TTT

T

TT

T

T

T

TTTT

TTT TTTTVTVTVTVTVTVTVTVTVTV

PLOT SCALE : 1 IN:50 FT

5880-03-76 USH 12 JUNEAU PLAN DETAILS

WISDOT/CADDS SHEET 44

EHWY: COUNTY:N:\PDS\C3D\58800306\SHEETSPLAN\022101_PD.DWGFILE NAME : 6/5/2019 8:56 AMPLOT DATE : PLOT BY : SCHUMAKER, NATHANIEL

2

PROJECT NO:PLOT NAME :

2

SHEET

LAYOUT NAME - 0221(01) - 58800306

EXISTINGROW

EXISTING ROW

EXISTING ROW

START CURB & GUTTER

USH 12

USH 12

ARRO

WHE

AD R

OAD

BEGIN STREET LIGHTING LIMITS,STA. 461+57

SLOPE INTERCEPT

SLOPE INTERCEPT

SLOPE INTERCEPT

SLOPE INTERCEPT

SLOPE INTERCEPT

EXISTING ROW

BEGIN PROJECT LIMITS:STA. 455+63Y: 107,236.885'X: 528,292.476'

USH 12

TIMOTHYENTERPRISES LLC

JOHN K RUEHLE

KENNY'S FUTURE LLCDANAM BREMER

COMMERCE CITY COLORADO

COMMERCE CITY COLORADO

COMMUNITY BIBLECHURCH

DAVIS LIVING TRUST

DAVIS LIVING TRUSTKATHY A STACY DECAMPCAROLINE R STACYALEKSANDER S

KUMIEGA

SLOPE INTERCEPT

OAKDALE ELECTRICOVERHEAD LINE

OAKDALE ELECTRICOVERHEAD LINE

OAKDALE ELECTRICOVERHEAD LINE

SLOPE INTERCEPT

ASPHALTIC FLUME, FINALLIMITS TO BE DETERMINEDIN THE FIELD BY THEENGINEER

ASPHALTIC FLUME, FINALLIMITS TO BE DETERMINEDIN THE FIELD BY THEENGINEER

DO NOT DISTURBNGS MONUMENT

REMOVE CURB & GUTTER CURBHEIGHT TRANSITION, TRANSITION

FROM 30" TO 36" CURB & GUTTER.SEE CONSTRUCTION DETAILS

ASPHALTIC FLUME, FINALLIMITS TO BE DETERMINEDIN THE FIELD BY THEENGINEER

ASPHALTIC SURFACE DRIVEWAYSAND FIELD ENTRANCES

ASPHALTIC SURFACE DRIVEWAYSAND FIELD ENTRANCES

ASPHALTIC SURFACE DRIVEWAYSAND FIELD ENTRANCES

ASPHALTIC SURFACE DRIVEWAYSAND FIELD ENTRANCES

R2-1

SPEEDLIMIT

40

24"X30"

W3-5

SPEEDLIMIT

40

36"X36"

R2-1

SPEEDLIMIT

40

24"X30"

500'

S-1-1

S-1-2

S-1-3

FRONTIER COMMUNICATIONS

FRONTIER COMMUNICATIONS

FRONTIER COMMUNICATIONS

CHARTER COMMUNICATIONSFRONTIER COMMUNICATIONS

STORM SEWER DISCHARGEPreliminary

466 467 468 469 470 471 472 473

OHOH

OH OH OH OH OH OH OH OH OHOH

OH

GUY

GUYGUY

SIGN

POST

SIGN

POST

GUYGUY

GUY IPIP

TTTTTTTTTTTTTTTTTTTTTTTTTT

TTTTTTTTTTTTT TTTTTTTTTTTTT

TTTTTTTTTTTTT

TVTVTVTVTVTVTVTVTVTV

TVTV

TV

OHOH

OH OH OH OH OH OH OH OH OHOH

OH

TTTTTTTTTTTTTTTTTTTTTTTTTT

TTTTTTTTTTTTT TTTTTTTTTTTTT

TTTTTTTTTTTTT

TVTVTVTVTVTVTVTVTVTV

TVTV

TV

473 474 475 476 477 478 479 480

OH

OH

OH

OH OH OH OH OH OH OH OH OH OH

POST

GUY

POST

FLAG

POST

POSTPOST

GUYGUY

IP IP

IP

SIGN

IP IP

IP

TTTTTTTTTTTTTTTTTTTTT

TTTTT

TTTTTTTTTTTTTTTTTTTTTTTTT

TTTTTTTTTTTT

TVTVTVTVTVTVTVTVTVTVTVTVTV

OH

OH

OH

OH OH OH OH OH OH OH OH OH OHTTTTTTTTTTTTT

TTTTTTTTTTTTT

TTTTTTTTTTTTTTTTTTTTTTTTT

TTTTTTTTTTTT

TVTVTVTVTVTVTVTVTVTVTVTVTV

PLOT SCALE : 1 IN:50 FT

5880-03-76 USH 12 JUNEAU PLAN DETAILS

WISDOT/CADDS SHEET 44

EHWY: COUNTY:N:\PDS\C3D\58800306\SHEETSPLAN\022101_PD.DWGFILE NAME : 6/5/2019 8:56 AMPLOT DATE : PLOT BY : SCHUMAKER, NATHANIEL

2

PROJECT NO:PLOT NAME :

2

SHEET

LAYOUT NAME - 0221(02) - 58800306

4" SIDEWALK

4" SIDEWALK

ROW AQUISITION (TLE)2400 SF

END STREET LIGHTING LIMITS,BOTH SIDES OF ROAD

SLOPE INTERCEPT

SLOPE INTERCEPT

SLOPE INTERCEPT

SLOPE INTERCEPT

SLOPE INTERCEPT

SLOPE INTERCEPT

SLOPE INTERCEPT

EXISTING ROW

EXISTING ROW

EXISTING ROW

EXISTING ROW

USH 12

USH 12 USH 12

USH 12

JAMCAS DEVELOPMENT INC

DELLS SUMMER BREEZE LLC

KENNY'S FUTURE LLC

KENNY'S FUTURE LLCKENNY'S FUTURE LLC

KENNY'S FUTURE LLC

KENNY'S FUTURE LLCKENNY'S FUTURE LLC

DELTON GROUP LLCSOUTHERN HEIGHTS LLC

SOUTHERN HEIGHTS LLCTIMOTHY ENTERPRISES LLC

CONTROL POINT 900FENO MONUMENTN: 106,394.355E: 529,075.39ELEV: 946.86'

CONTROL POINT 901FENO MONUMENTN: 105,784.857E: 529,827.962ELEV: 957.045'

OAKDALE ELECTRICOVERHEAD LINE

4" SIDEWALK

4" SIDEWALK

CONCRETE DRIVEWAYHES 6-INCH (TYPE Y)

REMOVE CURB & GUTTER, REPLACEWITH CONCRETE CURB & GUTTER30-INCH TYPE D. SAW CUTS REQUIRED.

ASPHALTIC FLUME, FINALLIMITS TO BE DETERMINEDIN THE FIELD BY THEENGINEER

ASPHALTIC FLUME, FINALLIMITS TO BE DETERMINEDIN THE FIELD BY THEENGINEER

ASPHALTIC FLUME, FINALLIMITS TO BE DETERMINEDIN THE FIELD BY THEENGINEER

ASPHALTIC FLUME, FINALLIMITS TO BE DETERMINEDIN THE FIELD BY THEENGINEER

SLOPE INTERCEPT

CONCRETE DRIVEWAYHES 6-INCH (TYPE Y)

ASPHALTIC SURFACE DRIVEWAYSAND FIELD ENTRANCES

ASPHALTIC SURFACE DRIVEWAYSAND FIELD ENTRANCES

ASPHALTIC SURFACE DRIVEWAYSAND FIELD ENTRANCES

ASPHALTIC SURFACE DRIVEWAYSAND FIELD ENTRANCES ASPHALTIC SURFACE DRIVEWAYS

AND FIELD ENTRANCES

ASPHALTIC SURFACE DRIVEWAYSAND FIELD ENTRANCES

ASPHALTIC SURFACE DRIVEWAYSAND FIELD ENTRANCES

ASPHALTIC SURFACE DRIVEWAYSAND FIELD ENTRANCES ASPHALTIC SURFACE DRIVEWAYS

AND FIELD ENTRANCES

OAKDALE ELECTRICOVERHEAD LINE

OAKDALE ELECTRICOVERHEAD LINE

END STREET LIGHTING LIMITS,STA. 479+30

STA. 468+46, 90' RTSTA. 467+86, 90' RT

STA. 467+86, 50' RT STA. 468+46, 50' RT

CLEAR & GRUB (ID) TREES

CHARTER COMMUNICATIONS

FRONTIER COMMUNICATIONS

FRONTIER COMMUNICATIONS

FRONTIER COMMUNICATIONS

CHARTER COMMUNICATIONS

FRONTIERCOMMUNICATIONS

Preliminary

481 482 483 484 485 486 487 488

PI: 4

81+7

0.86

OH OH OH OH OH OH OH OH OH OH OH OH

POST

POSTVLV

IP

SIGN

d

r

a

w

i

n

g

s

e

n

t

f

r

o

m

t

h

e

D

O

T

.

C

u

l

v

e

r

t

p

i

p

e

e

n

d

w

a

s

l

o

o

k

e

d

f

o

r

m

u

l

t

i

p

l

e

t

i

m

e

s

.

I

b

e

l

i

e

v

e

i

t

i

s

b

u

r

i

e

d

(

t

h

e

b

u

s

i

n

e

s

s

a

c

r

o

s

s

t

h

e

h

i

g

h

w

a

y

h

a

d

m

o

v

e

d

a

l

o

t

o

f

d

i

r

t

)

o

r

b

l

i

n

d

b

e

n

d

s

.

IP

E

TTTTTTTTTTTTT

TTTTTTTTTTTTT

TT

TT

TT

TTTTTTTTTTTT

TTTTTT TTTTTTT

TTTTTT

TVTVTVTVTVTVTVTVTVTVTVTVTV

E

OH OH OH OH OH OH OH OH OH OH OH OH

TTTTTTTTTTTTT

TTTTTTTTTTTTT

TT

TT

TT

TTTTTTTTTTTT

TTTTTT TTTTTTT

TTTTTT

TVTVTVTVTVTVTVTVTVTVTVTVTV

488 489 490 491 492 493 494 495

OH OH OH OH OH OH OH

IP IP

IP

IP IP

IP

TTTTTTTTT TTTTTTTTT

TT TTTT

TVTVTVTVTVTVTVTVTV

OH OH OH OH OH OH OHTTTTTTTTT TTTTTTTTT

TT TTTT

TVTVTVTVTVTVTVTVTV

PLOT SCALE : 1 IN:50 FT

5880-03-76 USH 12 JUNEAU PLAN DETAILS

WISDOT/CADDS SHEET 44

EHWY: COUNTY:N:\PDS\C3D\58800306\SHEETSPLAN\022101_PD.DWGFILE NAME : 6/5/2019 8:56 AMPLOT DATE : PLOT BY : SCHUMAKER, NATHANIEL

2

PROJECT NO:PLOT NAME :

2

SHEET

LAYOUT NAME - 0221(03) - 58800306

EXISTING ROW

EXISTING ROW

EXISTING ROW

END CURB & GUTTER

EXISTING ROW

CTH J

SLOPE INTERCEPT

SLOPE INTERCEPT

USH 12 USH 12

USH 12 USH 12

TR DEVELOPMENT OFWISCONSIN INCROMAN KUZYK

ROMAN KUZYK

WISCONSIN BAPTISTSTATE CONVENTION

STEVEN M PINE

360 DEGREESMANAGEMENT LLC

ROBERT L BALA

ROBERT L BALAJAMCAS DEVELOPMENT INC

END PROJECT LIMITS:STA. 485+00

CONTROL POINT 902FENO MONUMENTN: 105,154.225E: 530,465.785ELEV: 954.412'

CONTROL POINT 903FENO MONUMENTN: 104,551.578E: 581,091.995ELEV: 937.447'

ASPHALTIC FLUME, FINALLIMITS TO BE DETERMINEDIN THE FIELD BY THEENGINEER

ASPHALTIC FLUME, FINALLIMITS TO BE DETERMINEDIN THE FIELD BY THEENGINEER

ASPHALTIC FLUME, FINALLIMITS TO BE DETERMINEDIN THE FIELD BY THEENGINEER

ASPHALTIC FLUME, FINALLIMITS TO BE DETERMINEDIN THE FIELD BY THEENGINEER

OAKDALE ELECTRICOVERHEAD LINE

OAKDALE ELECTRICOVERHEAD LINE

W3-5

SPEEDLIMIT

40

36"X36"

R2-1

SPEEDLIMIT

40

24"X30"

R2-1

SPEEDLIMIT

40

24"X30"

500'

S-3-1

S-3-2

S-3-3

REMOVE

SPEEDLIMIT

55

S-3-4R

1000'

CHARTER COMMUNICATIONS

FRONTIER COMMUNICATIONS

FRONTIER COMMUNICATIONS

FRONTIER COMMUNICATIONS

FRONTIER COMMUNICATIONS

FRONTIER COMMUNICATIONS

CHARTER COMMUNICATIONS

Preliminary