C - LC - LC - L C - L
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AVE. HIGHLAND PROSPECT PL. LA KE SHOR E BLVD. PARK LA. G E W OOD AVE. CO TT A GE G R OV E A VE. Y B L V D. MEA DO W B R O O K N K A HA DR. CHILD FAIR BA N TA S P OINT RD. LA. McGINTY ER G RIN CT. H O IDGE HOLD RI D GE C IR. GL HA V EN RD. Grays Bay GLEASON POINT BANTAS A SON DR. 2000 POP. WAY- ZATA 4,113 I C E C I R ADE L I N GRAY’ B A S LA. EA- ING GRAY’S LAND CR LD R HOLDRIDGE RD. WOODLAND BLAINE AVE. EAST RD. STONE ARCH RD. McKENZIE PT. RD. GRAYS BAY BAY ABLE LA. BAY CIR. GROVELAND CHARMY DOWNS BEECHWOOD AVE. CENTRAL ST. ST. GLEN BROOK CIRCLE WISE AV. HAMPTO N ST. BENTON ELM LA. LASALLE ST. 12 MINNETONKA 5 RENO ST. 16 RD. BUSHAWAY Grays Bay MCGINTY Shavers Lake FRONT ST. BL V D. 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. BIRCH BEND LA. 2000 POP. 51,301 35. WAYCLIFFE S. 36. WAYCLIFFE N. 37. WAYCLIFFE DR. SHADY LA. PL. PROSPECT WOODLAWN AVE. SCHOOL RD. A. L BAY ST. 39. 40. 41. 42. 43. 101 101 101 CHI CAGO AVE. HUNT- INGTON AVE. M I NNET BL VD. O NK A WOOD LA. RD. SU PE RIOR BL VD. 45. A DR. S. CROSS ST. 46. 46. HOLLYBROOK RD. 47. PONDRIDGE CIR. WAYZATA BLVD. PL. GR OVELAND 48. 48. SANCTUARY DR. ER PP CO LAKE RD. SHAVERS KE DR. RD. HILL MAPLE BREEZY RD. WEST RD. PO INT C-LC-LC-LC-LC-L C-LC-LC-LC-LC-LC-LC-LC-L C-L C-LC-LC-LC-LC-LC-LC-L 1450 321 271 LaSALLE ST 22’ R350’ R 1000’ 16’ WALL A WALL B WALL 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 E W H E N N E P I N E D P A R T M E N T O F P U B L I C W O R K S 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.dgn FILE 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) 24 228 10 60 (660) (560) (100) (20) 152 122 519 440 76 12 (200) (160) CSAH 101 CSAH 16 (MCGINTY) EASTMAN LANE AM AM AM PM PM PM AM PM AM PM AM PM 7 15 68 134 (10) (20) (120) (70) NUMBERS IN ITALICS HAVE BEEN ADJUSTED TO CONFORM WITH TRAFFIC FLOW THROUGH CORRIDOR (2032) PM AM (910) (1170) 4 15 LASALLE STREET CSAH 101 PM AM 14 7 (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 LaSALLE 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 15,600 2032 ADT 2009 ADT 12,400 LEGEND D D G G F F D D A A 7’ 7’ 7’ 7’ 7’ 7’ 11’ 11’ 11’ 11’ 11’ 11’ 7’ 11’ 11’ 7’ 1:3 1:3 1:3 B624 C&G 11’ TURN LANE 11’ THRU LANE 5’ SHLD 5’ SHLD 11’ THRU LANE B624 C&G 1:3 L C 2’ 2’ ROW 49’ ROW 3-LANE TYPICAL SECTION A-A B624 C&G B624 C&G L C 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 LANE 1O’ BLVD B624 C&G L C 2’ 2’ ROW 99’ 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 L C 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 L C 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 ZONE GUARD RAIL RAILING VARIES VARIES 2’ MIN 6’ BLVD 8’ TRAIL 2’CLEAR ZONE VARIES 2’ MIN VARIES 8’ TRAIL 8’ TRAIL C L 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’ C L 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 LINE 66’ 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 WALL 4’ HT. 10’ HT. 9’ HT. 7’ HT. 2’ HT. BEGIN RETAINING WALL NOTE: TYPICAL SECTION D-D BEGINS AT STA 160+00 CONSTRUCTION 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’ McGINTY ROAD (CSAH 16) (DESIGN SPEED 35 MPH) EASTMAN LANE (DESIGN SPEED 30 MPH) 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 CSAH 101 (DESIGN SPEED 35 MPH) ROW ROW 66’ 52’ TOTAL FOOTPRINT BUSHAWAY ROAD CSAH 101 (DESIGN SPEED 35 MPH) ROW 66’ ROW 50’TOTAL FOOTPRINT CSAH 101 RECONSTRUCTION PROJECT-(CP 9931) LAYOUT 3 - NORTHERLY 4 WAY SIGNAL WAYZATA BLVD (CSAH 101) MTKA BLVD (CSAH 5) CITY OF MINNETONKA CITY OF WOODLAND 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 CITY OF MINNETONKA CITY OF 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 R 400’ R 378’ 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 R 120’ R=30’
Transcript of C - LC - LC - L C - L
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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
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C - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - LC - L
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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’
