002716021 public layout-default

763-324-3100

Department with any questions:

Contact the Anoka County Highway

from this draft plan.

The actual project plan may differ

as shown in part or in whole.

Anoka County to construct the project

This draft document does not commit

information only.

change, and is provided for

This document is a draft, subject to

design concept only.

This drawing represents a potential

Disclaimer:

SUBJECT TO CHANGE

PRELIMINARY DRAFT

763-324-3100








information only.





Disclaimer:

SUBJECT TO CHANGE

PRELIMINARY DRAFT

763-324-3100








information only.





Disclaimer:

SUBJECT TO CHANGE

PRELIMINARY DRAFT

763-324-3100








information only.





Disclaimer:

SUBJECT TO CHANGE

PRELIMINARY DRAFT

BIS

ON

ST.

148TH LANE N.W.

147TH

LANE

N.W.

147T

H

ERRACEN.W.

T

T

RA

MS

EY

ST

RE

ET

N.W.

ZE

OLIT

E

WES

PA

RK

WA

Y

EA

ST

TO

WN

CE

NT

ER

DRIV

E

DRIV

EC

EN

TE

R

146TH AVENUE N.W.

TR

AP

RO

CK

ST.

N.W.

147TH

LANE

RHIN

ES

TO

NE

ST

RE

ET

N.

W

PE

RID

OT

ST.

OLIVIN

E

ST.

RA

MS

EY

BO

ULE

VA

RD

N.W.

TERRACE147TH N.

W

.

AVENUE

N.W.

147TH

LIM

ONIT

E

HE

M

ITE ST.

AT

N.

W.

DRIVE

N.W.

SUNWOOD

DR. N.W.

AZ

URIT

E

ST

RE

ET

N.W.

143RD AVENUE N.W.

EB

ON

Y

ST

RE

ET

N.W.

141ST AVE. N.W.

AZ

URIT

E

ST.

BA

SA

LT

ST.

N.W. 141ST AVE. N.W.

BA

SA

LT

ST

RE

ET

N.W.

SU

NFIS

H

LA

KE

BL

VD.

CO

UN

TY

RO

AD

NO. 57

LIM

ONIT

E

147TH

LIM

ONIT

E

7075

POSSIBLE TEMPORARY SUMMER ACCESS CONFIGURATION

0 200

SCALE IN FEET

WO

LF

AR

M

ST

RE

ET

N.W.

REMOVE WIDE PORTION OF EXISTING CONCRETE




MEDIAN FOR NEW WB LTL.

NO CONSTRUCTION

COMPLETED WITH STRIPING.

SUNWOOD OPTION 1 CAN BE

REMOVE PAVED SHOULDERS AT MAINLINE SEAM.

CONSTRUCT FULL DEPTH TO NEW EDGE OF MAT.

WEST END CONSTRUCTION

CONSTRUCT FULL DEPTH TO NEW EDGE OF MAT.

EAST END CONSTRUCTIONFULL DEPTH CONSTRUCTION FROM ALIGNMENT NORTH-EAST.

NO FULL DEPTH CONSTRUCTION EB FROM ALIGNMENT SOUTH-WEST.

THIS AREA WILL RECEIVE A 2" OVERLAY TO MATCH CURB.

HWY 10 IS RUDUCED TO SINGLE LANES.

MEDIAN FOR INCREASED TURN LANE STACK.



IF EXCESS TRAFFIC WARRANT'S RESTRICTING ACCESS WHEN

CURB LINE MODIFICATION.

REMOVE RTL BUMP OUT.

ANOKACOUNTY

AR

MS

TR

ON

G

BL

VD

HWY 10

HWY 10

0 200

SCALE IN FEET

0 200

SCALE IN FEET

0 200

SCALE IN FEET

CS

AH 83

CSAH 116

DRIVE

N.W.

SUNWOOD

DR. N.W.

0 200

SCALE IN FEET

SUNWOOD OPTION 2, SIGNAL / LANE CONFIGURATION.

DEDICATED LEFT, THRU AND RIGHT TURN LANES

ON SUNWOOD DRIVE.

LT T

UR

N13'

OPENING 2ND LT TURN

ADDING LT LANE

ADDING LT LANE

ADDING LT LANE

ADDING LT LANE

ADDING LT LANE

ADDING LT LANE

RIGHT TURN LANE

CONSTRUCTION

THRU 12'

THRU 14'

14' RT TURN

12' THRU

12' THRU

12' LT TURN

13' LT TURN

MERGE

12' THRU

1:15 TAPER

1:7.8 TAPER12' THRU

1:15 TAPER

1:15 TAPER

10' SHLD

R

12' THR

U

12' X 280' LT

TUR

N

12' THR

U

12' X 300' R

T T

UR

N

12' THR

U

12' X 300' R

T T

UR

N

12' X 280' LT

TUR

N

12' THR

U

1:15 TAPER

1:15 TAPER

1:15 TAPER

1:15 TAPER

12' X 300 RT TURN

12' THRU

12' X 300 LT TURN

12' THRU

12' THRU

12' THRU

12' X 300 LT TURN

12' X 300 RT TURN

10' SHLDR1:15 TAPER

1:15 TAPER12' THRU

12' THRU1:15 TAPER

1:15 TAPER

12' X 200' LT TURN

12' THRU

12' THRU

12' X 175' RT TURN

12' THRU

12' X 190' RT TURN

12' X 195' LT TURN

12' THRU

1:15 TAPER

1:15 TAPERMERGE

1:15 TAPER

1:15 TAPER

13' X 285' LT TURN

12' X 285' RT TURN

12' THRU

12' THRU

14' THRU

12' THRU

13' X 285' LT TURN

12' THRU

12' THRU

12' THRU

14' THRU

12' X 285' RT TURN 1:15 TAPER

1:15 TAPER

MERGE

1:15 TAPER

12' x 300 RT TURN

12' THRU

12' X 285' RT TURN

1:15 TAPER12' THRU

12' THRU

1:15 TAPER

12' T

HR

U

12' B

YPASS

12' T

HR

U

12' T

HR

U

12' X 285' R

T T

UR

N

1:15 TAPER

1:15 T

APER

1:15 T

APER

1:15 T

APE

R

12' X 280' L

T T

UR

N

12' X 280' R

T T

UR

N

12' T

HR

U

12' T

HR

U

12' S

HLD

R

8' S

HLD

R

12' X 2

95' L

T T

UR

N

12' X 2

95' R

T T

UR

N

12' T

HR

U

12' T

HR

U

12' S

HLD

R

9' S

HLD

R

12' S

HL

DR

1:1

5 T

APE

R1:1

5 T

AP

ER

14' T

HR

U14' T

HR

U

1:1

5 T

AP

ER

1:1

0 T

APE

R

13' x 2

00' L

T T

UR

N

12' x 3

00' R

T T

UR

N

12' T

HR

U

14' T

HR

U

12' x 3

00' R

T T

UR

N

13' x 3

00' L

T T

UR

N

12' T

HR

U

14' T

HR

U

1:1

5 T

AP

ER

1:1

5 T

AP

ER

1:1

5 T

AP

ER

12' X 285' R

T T

UR

N

14' T

HR

U14' T

HR

U

12' X 165 R

T T

UR

N

12.5 T

HR

U

12.5 T

HR

U

10' S

HLD

R

1:15 T

APER

1:10 T

APE

R

12' X 295' R

T TUR

N

12' THR

U

MERGE14' X 338' LT TURN

14' THRU12' THRU

1:5 TAPER

1:5 TAPER

1:15 TAPER

1:15 TAPER

14' X 2

80' THRU R

T TURN

12' X 2

80' LT

TURN

14' THRU

14' THRU12'

X 280'

LT TURN

14' X 2

80' THRU R

T TURN

1:15 T

APER

1:15 T

APER

1:15 TAPER

1:15 TAPER

14' X 2

80' RT T

URN

12' THRU12'

X 280'

LT TURN

14' THRU

14' THRU12'

X 280'

LT TURN

12' THRU14'

X 280'

RT TURN

1:15 TAPER

1:15 T

APER

CSAH 116 BUNKER LAKE BLVD IMPROVEMENTS

12' SHLDR

12' SHLDR

12' S

HLDR

PROPOSED SIGNAL

PRELIMINARY DESIGN LAYOUT

PROPOSED EDGE OF PAVEMENT

EXISTING SIGNAL

LEGEND

IN WIDENING AREAS

MAINLINE

SHOULDER

CSAH 116

EXISTING CONCRETE MEDIAN

EXISTING TOPO

PROPOSED GEOMETRICS

PROPOSED SIGNAL



EXISTING SIGNAL

LEGEND

IN WIDENING AREAS

MAINLINE

SHOULDER


EXISTING TOPO

PROPOSED GEOMETRICS

PROPOSED SIGNAL



EXISTING SIGNAL

LEGEND

IN WIDENING AREAS

MAINLINE

SHOULDER


EXISTING TOPO

PROPOSED GEOMETRICS

PROPOSED SIGNAL



EXISTING SIGNAL

LEGEND

IN WIDENING AREAS

MAINLINE

SHOULDER


EXISTING TOPO

PROPOSED GEOMETRICS

NEW CONCRETE MEDIAN / CURB




10

15

20

25

10 15

20

25

30

35

40 45 50 5560 65 70

7580

85

90

95

100

105

110

115

120

125

130

135

CSAH 116CSAH 116

CS

AH 116

CSAH 116

CSAH 116

100

10

15

20

25

6' S

HL

DR

6' S

HL

DR

12' S

HL

DR

6' S

HLD

R

002716021 public layout-default

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