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