17515

1525

1515

1400

17601

17610

17611

17600

3140

3306

3310

3330

3333

3311

17750

17562

17538

17534

17530

17482

17486

17422

17500

17508

17516

17620

17621

31003132

3112

3114

3018

3030

3030

3225

3231

17566

3115

3213

3205

3119

3121

3125

3131

17587

17596

17584

3318

17420

17481

17435

17411

17403

17407

17439

17460

1745217448

17440

17436

17428

17424

17420

17412

3016

3021

17515

17509

17421

17411

2933

17500

17420

17412

17404

2923

17413

17325

17315

17310

17213

17401

2912

2903

2909

17310

2838

17306

17322

17400

17412

17416

17502

17510

2900

17500

2845

2827

2823

17605

2918

2924

2936

3000

600

601

620

630

623

611

639

655

663

555

581

501

523

433

1450

405

421

401

1430

1350

1450

321

324

310

255

1417

1425

263

271

240

250

270

231

243

217

205

218

121

200

151

167

100

109

1450

1490

McDONALDS

PR

OF

FE

SIO

NA

L

BU

IL

DIN

G

GA

S

ST

AT

ION

1515

1415

SANCTUARY DR

COPPERWOOD LN

MA

PLE HILL RD

BAY LANE

McKENZIE POINT RD

BREEZY PO

INT RD

HWY 12

BRECONWOOD RD

GROVELAND PL

BLAINE AVE

GRAYS BAY BLVD

LaSA

LLE

ST

WAYZATA BLVD

MIN

NETO

NK

A BLV

D (CSA

H 5)

EAST

MAN

LN

McGINTY RD

LOCU

ST HILLS TR

CARP

ENTE

RS P

T

LOCUST HILLS DR

LOCUST HILLS CIR

LOCU

ST HILLS D

R

LOCU

ST H

ILLS

PL

LOCUST HILLS TER

CSAH 101

CSAH 101

CSAH 101

CSAH 101

UNASSIGNED

WA

YZA

TA BLV

D E (CSA

H 101)

CARP

ENTE

RS P

T

CARP

ENTE

RS P

T

R572’

R5000’

R500’

R5000’

R5000’

R500’

R3000’

1:5

1:1

5 B

YP

AS

S

R 500’

R3000’

R 500’

100’ L

TL

R800’

R500’

R2000’

1:30

R=20’

R=20’

50’ LTL

R500’

R=25’

1:5

1:5

75’ RTL

75’ LTL

R=40’

R=25’

R500’

1:5

1:5

1:5

R4

00

’

130’ R

TL

R3

78

’

1:5

200’ LTL

11’

15’

11’11’

85’ RT

R95’

R40’

10’

R1000’

R1800’

R1900’

R800’

R800’

R520’

R1350’

7’

11’

11’

7’

R1200’

75’ LTL

R750’

R750’

R1000’

R2000’

R500’

R500’

1:5

1:5

R500’

13’

11’

60’L

TL

1:5

R45’

R280’

R95’

R40’

R500’

13’ R120’

R40’

R=25’

R=25’

R=25’

R=25’

R=25’

R=25’

R=25’

R=25’

R=50’

13’13’

11’11’

13’

13’

R=46’

1:5

145’ LTL200’ LTL165’ RTL

1:5

100’ LTL

75’

RT

LR 185’

R=40’

1:5

R=25’

75’ LTL

R26

5’

1:1

0

R=25’

R210’

R252’

R=30’

R=30’

R 200’

R=60’

6’ TRUCK APRON

C - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - L

Pool

C - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - L

Pool

Wetland

C - LC - LC - LC - LC - LC - LC - LC - L

Wetland

Wetland

Wetland

Wetland

C - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - L

Wetland

Wetland

Wetland

Wetland

Wetland

Wetland

Wetland

Wetland

C - LC - LC - LC - LC - L

Wetland

TennisCourt

Wetland

TennisCourt

Brush

Brush

Brush

C - L

Wetland

Wetland

Wetland

C - LC - LC - LC - L

Wetland

Wetland

Wetland

C - LC - LC - LC - LC - L

Brush

BN

SF

Yacht C

lub

AM

OC

O

GA

S S

TA

TIO

N

CITY OF MINNETONKACITY OF WAYZATA

Pool

Pool

15

12

LA

RC

HM

OR

E

AV

E.

AV

E.

HIG

HL

AN

D

PROSPECT

PL.

LA KE

SHOR

EB

LV

D.

PARK

LA.

G

EWOOD

AVE.CO TT AGE

GROV E AVE.

Y

B

LV

D.

MEA

DO W

BR

O

OK

NK

AH

A

DR

.

CHILD

FAIR

BA

NT

AS

PO

INT

RD

.

LA.

McGINTY

ERGRIN

CT.

HO

IDGEHO

LD

RI

DGE C

IR.

GL

HA

VE

NR

D.

Grays

Bay

GLEA

SON

POINT

BANTAS

A

SON

DR.

2000 POP.

WAY-ZATA

4,113

ICE

CIR

ADE LIN

GRAY’

BA

SLA.

EA

-

ING

GR

AY

’S L

AN

D

CR

LD

R

HO

LD

RID

GE

RD

.

WOODLANDBLAINE

AVE.

EA

ST

RD

.

STONEA

RCHRD.

McK

EN

ZIE

PT

. R

D.

GRAYS BAY

BAY

ABLE LA.

BAY CIR.

GR

OV

EL

AN

D

CHARMY DOWNS

BE

EC

HW

OO

D

AV

E.

CE

NT

RA

L

ST.

ST.

GL

EN

BR

OO

K

CIR

CL

E

WIS

E

AV.

HA

MP

TO

N S

T.

BE

NT

ON

ELM LA.

LASALLE ST.

12

MINNETONKA

5

RE

NO

ST

.

16

RD

.

BU

SH

AW

AY

Grays

Bay

MCGINTY

ShaversLake

FRONT ST.

BLVD.

101

101

16. MAPLE SQUARE

17. BEAVERDAM ST.

18. GARDNER ST.

19.

19. BYRONDALE AVE.

20

.

22.

22. CIRCLE DR. E.

23.

23. ARLINGTON CIR.

21.

21. GRAND AVE.

24. SPIRIT KNOB RD.

25. MARSHLAND RD.

26.

26. CENTER ST.

27.

27. INNER RD.

2000 POP. 480

20. WOODDALE AVE.

BIR

CH

BE

ND

LA

.

2000 POP. 51,301

35. WAYCLIFFE S.

36. WAYCLIFFE N.

37. WAYCLIFFE DR.

SHADYLA.

PL.PROSPECT

WO

OD

LA

WN

AV

E.

SC

HO

OL

RD

.

A.L

BA

Y S

T.

39.

40.

41.

42.

43.

101

101

101

CH

IC

AG

O A

VE

.

HU

NT

-

ING

TO

N

AV

E.

MINNET BLVD.ONK A

WOOD

LA.

RD.

SU

PE RIOR

BLVD.

45.

AD

R.

S.

CROSS ST.

46.

46. HOLLYBROOK RD.

47. PONDRIDGE CIR.

WAYZATA

BLVD.

PL.

GR OVELAND

48.

48. SANCTUARY DR.

ERPPCO

LA

KE

RD

.

SH

AV

ER

S

KE DR.

RD.HILLMAPLE

BREEZYRD.

WE

ST

RD

.

PO INT

C - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - L

1450

321

271

LaSA

LLE

ST22’

R350’ R1000’

16’

WA

LL

A

WA

LL

B

WA

LL

C

100

105

110

115

120

125

130

135

140

145

150

155

160

165

170

175

180

185

190

195

200

205

210

215

10

15

20

25

30

35

S

EW

H

EN

NE

PIN

EDPART

ME

NT

OF

PU

B

LIC WORKS

N

0’ 100’

SCALE

200’

C.S.A.H. NO.

VICINITY OF

FROM

DATE:

PROJECT NO.

TO

STAFF APPROVAL

THE TRAFFIC VOLUMES SHOWN

ARE:THE ALIGNMENT AND GRADES

SHOWN ON THIS MAP ARE

TENTATIVE AND SUBJECT TO

CHANGE WITHOUT NOTICE

LAYOUT NO.101 9931

MINNETONKA/WAYZATA, MN

100

SCALE: 1in = ft

PROJECT (SERVER TEMPO)

DATE 4/29/2010 TIME 7:24:21 AM \\s071nt09\Transportation\31810600\layout\Layout 3.dgnFILE

T 119 N

T 117 N

T 119 N

T 29 N

T 27 N

R 24 W

R 22 W R 24 W

HENNEPIN CO.

AM

PM

AM

PM

AM

PM

AM

PM

AM

PM

AM

PM

15

29

(20)

(40)

300

165

34

(380)

(720)

(210)

(40)

24

22

8

10

60

(660)

(560)

(100)

(20)

152

122

519

440

76

12

(200)

(160)

CSAH 101

CS

AH

16

(MC

GIN

TY

)

EA

ST

MA

N L

AN

E

AM

AM

AM

PM

PM

PM

AM

PM

AM

PM

AM

PM

715

68

13

4

(10)

(20)

(120)

(70)

NUMBERS IN ITALICS HAVE BEEN ADJUSTED TO CONFORM WITH TRAFFIC FLOW THROUGH CORRIDOR

(2032)

PM

AM

(910)

(1170)

4

15

LA

SA

LL

E S

TR

EE

T

CSAH 101

PM

AM

147

(20)

(10)

NUMBERS IN ITALICS HAVE BEEN ADJUSTED TO CONFORM WITH TRAFFIC FLOW THROUGH CORRIDOR

AM-PM PEAK HOUR TURNING MOVEMENTS

(2032)

ALTERNATE LaSALLE INTERSECTION

(10)

(20)

(860)

(860) PM

AM

PM

AM

GRAYS BAY

WAYZATA BAY

LaS

AL

LE

ST

11,000

13,900

2009 ADT

2032 ADT

2,125

2,700

2005 ADT

2030 ADT

2005 ADT

2030 ADT

313

400

4,100

5,200

2009 ADT

2032 ADT

3,000

3,800

2009 ADT

2032 ADT

B

B C

C

15,6002032 ADT

2009 ADT

12,400

LEGEND

D

D

G

G

F

F

D

D

A

A

100 SCALE: 115" x 36"

7’

7’

7’

7’

7’

7’

11’

11’

11’11’

11’

11’

7’

11’

11’

7’

1:3

1:31:3

B624 C&G

11’

TURN LANE

11’

THRU LANE

5’

SHLD

5’

SHLD

11’

THRU LANE

B624 C&G

1:3

LC

2’

2’

ROW

49’

ROW

3-LANE TYPICAL SECTION A-A

B624 C&G B624 C&G

LC

36’

2’

2’

11’

THRU LANE

11’

THRU LANE

5’

SHLD

5’

SHLD

2-LANE CAUSEWAY TYPICAL SECTION B-B

1:3

1:3

B624 C&G

11’

TURN LANE

11’

THRU LANE

5’

SHLD

5’

SHLD

11’

THRU LANE1O’ BLVD

B624 C&G

LC

2’

2’

ROW99’

47’

LEFT TURN LANE AT LOCUST HILLS TRAIL SECTION C-C

ROW

1:3

1:3

1:3

B624 C&G

1:3

B624 C&G

LC

36’

2’

2’

11’

THRU LANE

11’

THRU LANE

5’

SHLD

5’

SHLD

2-LANE TYPICAL SECTION D-D (NON CAUSEWAY)

1:3

1:3

1:3

B624 C&G

1:3

B624 C&G

26’

11’

THRU LANE

11’

THRU LANE

50’ TO 66’ TOTAL FOOTPRINT

McGINTY ROAD SECTION F-F

2’

2’

EASTMAN LANE SECTION G-G

E

E

1:3

1:3

B624 C&G B624 C&G

LC

36’

2’

2’

11’

THRU LANE

11’

THRU LANE

5’

SHLD

5’

SHLD

2-LANE TYPICAL SECTION E-E (LOCUST HILLS)

6’TO 1O’

BLVD

ROW

99’

ROW

1:3

1:3

6’

WALK

8’

TRAIL

2’CLEAR

ZONE

4’

BLVD

MIN

8’

TRAIL

2’CLEAR

ZONEGUARD

RAILRAILING

VARIES VARIES

2’ MIN 6’

BLVD

8’

TRAIL

2’CLEAR

ZONE

VARIES

2’ MIN

VARIES

8’

TRAIL

8’

TRAIL

CL

6’TO 1O’

BLVD

1:3

1:3

1:3

B624 C&G

1:3

B624 C&G

26’

11’

THRU LANE

11’

THRU LANE

42’ TO 46’ TOTAL FOOTPRINT

8’TRAIL

2’

2’

CL

6’TO 1O’

BLVD

END FULL WIDTH CONSTRUCTION

MATCH EXISTING

STA 14+15

END FULL WIDTH CONSTRUCTION

MATCH EXISTING

STA 134+10

BEGIN FULL WIDTH CONSTRUCTION

MATCH EXISTING

STA 141+45

END FULL WIDTH CONSTRUCTION

MATCH EXISTING

STA 38+35

END CONSTRUCTION

STA 219+30

AM-PM PEAK HOUR TURNING MOVEMENTS (DATA COLLECTED 9/23/2009)

DRAFT REVIEW PLOT

4/28/2010

12’ VARIES

2’ MIN

8’

TRAIL

RR ROW

PROPOSED

PROPERTY LINE66’

2’CLEAR

ZONE

MATCH EXISTING TRAIL

RETAINING WALL

1’-6’ HT.

CONSTRUCTION LIMITS

RETAINING WALL

2’-5’ HT.

RETAINING WALL

2’-5’ HT.

RETAINING WALL

1’- 6’ HT.

RETAINING WALL

2’-8’ HT.

RETAINING WALL

3’ HT.

RETAINING WALL

5’-13’ HT.

RETAINING WALL

5’-16’ HT.

YACHT CLUB PARKING

EXISTING TREES/VEGETATION

TO BE PROTECTED

EXISTING TREES/VEGETATION

TO BE PROTECTED

YACHT CLUB PARKING

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

PROTECT HOUSE

END RETAINING WALL4’ HT.

10’ HT.

9’ HT.

7’ HT.

2’ HT.

BEGIN RETAINING WALL

NOTE:

TYPICAL SECTION D-D

BEGINS AT STA 160+00CONSTRUCTION LIMITS

NOTE:

TRAIL AND PARKING LOT CONFIGURATION ON

SOUTH END OF CAUSEWAY TO BE DETERMINED

IN CONJUNCTION WITH PARK/PLAZA DESIGN

CONSTRUCTION LIMITS

RETAINING WALL

2’-10’ HT.

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

45

99

(40)

(290)

(60)

(130)

(20)

(80)

93

49

(90)

(170)

3

69’

McG

INT

Y R

OA

D (

CS

AH

16)

(DE

SIG

N S

PE

ED

35 M

PH

)

EA

ST

MA

N L

AN

E(D

ES

IGN

SP

EE

D 3

0 M

PH

)

BUSHAWAY ROAD CSAH 101 (DESIGN SPEED 35 MPH)

DESIGN SPEED

40 MPH

DESIGN SPEED

35 MPH

CSAH 101

(DESIGN SPEED 40 MPH)

DESIGN SPEED

40 MPH

CS

AH

101

(DE

SIG

N S

PE

ED

35 M

PH

)

ROW ROW66’

52’ TOTAL FOOTPRINT

BUSHAWAY ROAD CSAH 101 (DESIGN SPEED 35 MPH)

ROW66’

ROW

50’TOTAL FOOTPRINT

CSAH 101 RECONSTRUCTION PROJECT-(CP 9931)

LAYOUT 3 - NORTHERLY 4 WAY SIGNAL

WAYZATA BLVD (CSAH 101) MTKA BLVD (CSAH 5)

CIT

Y O

F M

INN

ET

ON

KA

CIT

Y O

F W

OO

DL

AN

D

ROADWAY

BRIDGE DECK

BIKE TRAIL

PARKING

CONCRETE SIDEWALK

DRIVEWAY

CONCRETE MEDIAN

LANDSCAPING / TURF

WATER QUALITY FACILITY

WATER QUALITY MANHOLE

WATER QUALITY OUTFALL

RETAINING WALLS

TRAFFIC DIRECTIONAL ARROWS

PEDESTRIAN RAMP

EXISTING ROW

PROPOSED ROW

CONSTRUCTION LIMITS

TREE REMOVAL

MAIL BOX

PROTECT IN PLACE CURB

AND GUTTER AND SIDEWALK

PROTECT IN PLACE CURB

AND GUTTER

LIMITS OF GRADING IN THIS AREA

TO BE DETERMINED BASED ON WATER

QUALITY TREATMENT ADOPTED BY

CITY OF MINNETONKA

RETAINING WALL

WITH RAILNG/FENCE

2’-14’ HT.

RETAINING WALL

WITH RAILING/FENCE

2’-14’ HT.

CITY OF MINNETONKA

C

ITY

OF

MIN

NETO

NK

A

CIT

Y O

F

WAYZATA

2000 POP. 51,301

MINNETONKA

2000 POP. 480

WOODLAND

4/28/2010

DESIGN SPEED 40 mi/h CSAH 5 TO BAY LN.

DESIGN SPEED 35 mi/h BAY LN. TO US 12

12,400 (2009)SOUTH OF CSAH 16

11,000 (2009)NORTH OF CSAH 16

GUARDRAIL AT WEST CURB ALONG CAUSEWAY

STA 141+45 TO 158+00

FENCE AT EAST SIDE OF TRAIL ALONG CAUSEWAY

STA 146+50 TO 163+10

RETAINING WALL

WITH RAILING

2’ HT.

RETAINING WALL

WITH RAILING

6’-18’ HT.

RETAINING WALL

WITH RAILING

2’-8’ HT.

BEGIN CONSTRUCTION

STA 104+00

6’ TRUCK APRON

13’

11’

11’

150’ RT

R4

00

’R

37

8’

BEGIN RETAINING WALL

BEGIN RETAINING WALL

END RETAINING WALL

END RETAINING WALL

TRAIL LOCATION TO

BE COORDINATED

WITH LOCUST HILLS

BEGIN RETAINING WALL

END RETAINING WALL

RETAINING WALL

2’-4’ HT.

BEGIN RETAINING WALL

BEGIN RETAINING WALL

BEGIN RETAINING WALL

BEGIN RETAINING WALL

BEGIN RETAINING WALL

BEGIN RETAINING WALL

BEGIN RETAINING WALL

BEGIN RETAINING WALL

END RETAINING WALL

END RETAINING WALL

END RETAINING WALL

END RETAINING WALL

END RETAINING WALL

END RETAINING WALL

END RETAINING WALL

END RETAINING WALL

BEGIN RETAINING WALL

BEGIN

RETAINING

WALL

END

RETAINING

WALL

3’HT.

END RETAINING WALL

PROTECT FENCE

WALL CONFLICT-IN ROW

WALL CONFLICT-IN ROW

FENCE CONFLICT-IN ROW

FENCE CONFLICT-IN ROW

FENCE CONFLICT

PROTECT STONE WALL

PROTECT STONE WALL

PROTECT FENCE

PROTECT FENCE

PROTECT FENCE PROTECT FENCE

PROTECT FENCE

PROTECT BOULDERS

FENCE CONFLICT

DRIVEWAY CONFLICT

FENCE CONFLICT

FENCE

CONFLICT

CHANNELIZATION MEDIANS AT CSAH 101/CSAH 16 INTERSECTION ELIMINATED

CORNER RADII AT CSAH 101/CSAH 16 MODIFIED

RETAINING WALL LIMITS HAVE CHANGED BETWEEN STA 183+00 TO 185+00 AND AT STA 195+00 TO 198+00

TRAIL SETBACK REDUCED FROM 2’ TO 0’ FROM CURB ENTIRE LENGTH ,WITH THE EXCEPTION OF THE LOCUST HILLS SUBDIVISION, TO REDUCE IMPACTS

(ASSUMING THE APPLICATION AND RECEIPT OF VARIANCE TO STATE AID RULE 8820.9995)

SIDEWALK SETBACK REDUCED FROM 2’ TO 0’ FROM CURB TO REDUCE IMPACTS IN MINNETONKA, WOODLAND

SIDE STREET CURB RADII CHANGED IN MINNETONKA FROM 30’ TO 25’

REDUCED MEDIAN LENGTH AT STA 134+10 TO PROVIDE FULL DRIVEWAY ACCESS TO 17306

NOTED KEY GUARDRAIL FENCE LOCATIONS ALONG CORRIDOR

MINOR DRIVEWAY THROAT WIDTH MODIFICATIONS

REVISIONS SINCE 3/04/2010 LAYOUT #2

6.67’

2’

8.67’ 8.67’

8.67’

8.67’

END FULL WIDTH CONSTRUCTION

MATCH EXISTING

END FULL WIDTH CONSTRUCTION

MATCH EXISTING

R120’

R=30’