th ave has ( c d re i v r th tsae

F

MB M

B

MB

MB

MB

MB

MB

MB

MB

MB

MB

MB

MB

MB

MB

MB

MB

MB

F F

MBM

B

MB

MB

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

??

?

?

?

?

?

?

?

?

?

?

?

?

??

?

?

?

?

?

?

?

?

?

STOCK PILE

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

?

??

?

?

?? ?

? ??

?

??

?

?

?

?

?

?

?

? ?

?

?

?

?

?

?

?

24"

H.

P.

20"

H.

P.

OU

T

OF

SE

RVI

CE

S-BUS-36

AASHTO 2011 (US)

S-B

US-3

6

AASHTO 2011 (US)

S-

BU

S-36

AAS

HT

O 2011

(US)

S-

BU

S-36

AAS

HT

O 2011

(US)

WB-62

AAS

HT

O 2011

(US)

WB-62AASHTO 2011 (US)


S-

BU

S-36

AAS

HT

O 2011

(US)

S-

BU

S-36

AAS

HT

O 2011

(US)

WB-62

AAS

HT

O 2011

(US)

WB-62

AASHTO 2011 (US)

S-

BU

S-36

AAS

HT

O 2011

(US)

S-

BU

S-36

AAS

HT

O 2011

(US)


WB-62

AAS

HT

O 2011

(US)


WB-62

AAS

HT

O 2011

(US)

WB-62

AAS

HT

O 2011

(US)

WB-62

AAS

HT

O 2011

(US)

WB-62

AAS

HT

O 2011

(US)

WB-62

AAS

HT

O 2011

(US)

WB-62

AAS

HT

O 2011

(US)

WB-62

AAS

HT

O 2011 (U

S)

WB-62

AAS

HT

O 2011

(US)

WB-62

AAS

HT

O 2011

(US)

WB-62

AAS

HT

O 2011

(US)





WB-62AASHTO 2011 (US)WB-62

AASHTO 2011 (US)



WB-62

AAS

HT

O 2011

(US)


WB-62

AAS

HT

O 2011

(US)

WB-62

AAS

HT

O 2011

(US)

WB-62

AAS

HT

O 2011

(US)

WB-62

AAS

HT

O 2011

(US)



BUS-45AASHTO 2011 (US)


BUS-45AASHTO 2011 (US) WB-62

AASHTO 2011 (US)





PA

AS

HT

O 2011

(US)


PAASHTO 2011 (US)

WB-62

AAS

HT

O 2011

(US)

WB-6

2

AASHTO 2011 (US)

(c) 2019 Transoft Solutions, Inc. All rights reserved.

WB-62

AASHTO 2011 (U

S)


WB-62

AASHTO 2011 (U

S)

(c) 20

19 Tra

nsoft

Solutio

ns, In

c. All

rights

reserv

ed.

WB-62

AASHTO 2011 (US)


SU-4

0A

AS

HT

O 2011

(US)


SU-40AASHTO 2011 (US)


SU-40AASHTO 2011 (US)


SU-4

0A

AS

HT

O 2011

(US)


WB-62

AAS

HT

O 2011

(US)


WB-62

AAS

HT

O 2011

(US)




WB-62

AAS

HT

O 2011

(US)

(c)

2020

Tra

nsoft

Solutio

ns, In

c.

All

rights re

serv

ed.

WB-62AASHTO 2011 (US)(c) 2020 Transoft Solutions, Inc. All rights reserved.

35

40

45

50

65

70

75

80

100

105 110

115

120

125

130

135

200

205210

215

220

225

230

235

305

300

15

5

5

405

410

18

30813

35

3832

2515

15

20

3

5

10

15

200500

SCALE IN FEET

100

200500

SCALE IN FEET

100

COON RAPIDS

ANOKA COUNTY

RETAINING WALL

RETAINING WALL

2040 HCAADT 111

2016 HCAADT 83

2040

AA

DT 23048

2016

AA

DT 17

200

2040

HC

AA

DT 484

2016

HC

AA

DT 361

1/4 LI

NE

2040 AADT 5293

2016 AADT 3950

E

E

H

H

13' x 200' RTL

13' x 300' RTL

45'

R.

14' x 300'

LT

L

14' x 730'

RT

L

14' x 225'

LT

L

35' R.

25' R.

35' R.

55' R.

35' R.25' R.

50' R.

62' R.

30' R.

30' R.

12' THRU14' THRU

12' THRU

20'

TH

RU

20'

TH

RU 95

TH

LN.

96

TH

AV

E.

94TH AVE.

94T

H LN.

93R

D A

VE.

93R

D LN.

12'

TH

RU

12'

TH

RU

12'

TH

RU

12'

TH

RU

12' THRU

14' THRU

12' THRU

14' THRU

14'

TH

RU

12'

TH

RU

30' R.30' R.

14' x 230'

RT

L

30' R.

30' R.

28'

4' MEDIAN

6'

ME

DIA

N

6'

ME

DIA

N

6' SHLD.

6' SHLD.

6' SHLD.

HH

AREA 26 SQ FT

PERIMETER 50FT

REM 95 SQ FT

F

F

TH 610

FOLEY BLVD (CSAH 11)20' R.

85' R.

5' BLVD.

5' BLVD.

5' BLVD.

5' BLVD.

5' BLVD.

13' x 345' RTL

13' x 160' LTL

1:15

1:15 1:15

1:10

1:15

DESIGN POSTEDSPEED

SPEED

40 40

1:15

DESIG

NP

OS

TE

DS

PE

ED

SP

EE

D

DESIG

NP

OS

TE

DS

PE

ED

SP

EE

D

12' THRU

MALENKE WATER

9521

RAPID GLASS

BEST IRRIGATION

9531

AIRBORN XTREME

HOMECO INSULATION

9541

9534

9418

KURT MANUFACTURING9445

9219 - 9255

ENGINEERING

DYNAMIC

9553

BN

SF

RAIL

WA

Y

E.

RIV

ER

RD (C

SA

H 1)

< CSAH 1 NB

< CSAH 1 SB

< NORWAY ST.

< 96TH AVE.

< CSAH 11 EB

< CSAH 11 WB

< CSAH 1 NB

< CSAH 1 SB

9516

FOLEY PARK - RIDE

METRO TRANSIT

9425

HEADSTART

9574

9526

9324

9326

9330

9332

9336

9338

A-1 ENGINEERING

9506

CENTER

CHILD CARE

CRAYON BOX

9554

9340

9346

INP. BRIDGE NO. 02024




POND

1800.00' R.

2910.79' R.

2864.79' R.

1909.86' R.

1909.86' R.

3274.04' R.

3274.04' R.

200' R.

200' R.

200' R.

B624

C&

G

B624

C&

G

B624

C&

G

B624

C&

G

B624 C&G

B618 C&G

B624 C&G

B624 C&G

B618 C&G

B624 C&G

B624 C&G

B624 C&G

B624 C&G

B618 C&G

B618 C&G

B618 C

&G

B618 C

&G

B618 C&G

300' R.

12' x 300' LTL

14'

RT

L

VAR. MEDIAN

4800.00' R.

1:15

POND

12' THRU

12' THRU

13'x 150' RTL

13' x 660' LTL

BRIDGE

PROPOSED

IN

P. 14'

TH

RU

IN

P. 12'

TH

RU

IN

P. 14'

TH

RU

IN

P. 12'

TH

RU

IN

P.

VA

R.

ME

D.

24'

26'

24' 26'

RETAINING WALL

RETAINING WALL

1:10

1:10

1:15

1/4 LI

NE

1/4 LI

NE

1/4 LI

NE

SECTI

ON LI

NE

SECTI

ON LI

NE

SE

CTI

ON LI

NE

SE

CTI

ON LI

NE

IN

P. 12'

TH

RU

IN

P. 12'

TH

RU

IN

P. 13'

LT

L

IN

P. 14'

RT

LINP. 12'

TH

RU

INP. 12'

TH

RU

INP. 14'

RT

L

INP. 13'

LT

L

26'

24'

32'

IN

P. 10'

SH

LD

95T

H AVE.

12' THRU/LEFT

13' x 300' LTL (FUTURE)

EA

ST

RIV

ER

RD (C

SA

H 1)

20'

13'x 200' RTL

B618 C&G

REMOVE SIGNAL SYSTEM

RIGHT IN/RIGHT OUT

NEW MOVEMENTS TO BE

G

G

45

45

45

45

55' R.6' WALK

6' WALK

6' WALK

10' TRAIL

10' TRAIL

BE RIGHT IN ONLY

NEW MOVEMENTS TO

130' R.

20'

B618 C&G

B618 C&G

B618 C&G

B618 C&G

B618 C&G

B618 C&G

BASIN

INFILTRATION

RAIN GARDEN

EXISTING

(EXISTING FOLEY BLVD.)

< 93RD AVE.

1:15

24'

IN

P. 10'

SH

LD

5'

BL

VD.

6'

WA

LK

6'

WA

LK

5'

BL

VD.

29.7'

97' R.

4' SHLD.

22'

25' R.

30' R.

40' R.

B618 C&G

UNIT

Y ST.

30' R.

55' R.

40' R.

120' R.

25' R.

26' R.

40' R.

24'

POND

40' R.

16'

37'

26'

30' R.

32'

40' R.

24'

138' R.

25' R.

50' R.

50' R.

POND

30' R.

50' R.

40' R.

26'

SUBJECT TO CHANGE

PRELIMINARY DRAFT

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

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:

th ave has ( c d re i v r th tsae

Documents