Public Works Committee Packet - 3/20/2017
CITY OF MUSKEGO
PUBLIC WORKS COMMITTEE AGENDA
March 20, 2017
5:00 PM
Aldermen’s Room – Upper Level of City Hall,
W182 S8200 Racine Avenue
CALL TO ORDER
PLEDGE OF ALLEGIANCE
ROLL CALL
STATEMENT OF PUBLIC NOTICE
APPROVAL OF MINUTES HELD February 20, 2017.
STATUS OF PROJECTS
Discussion update. No formal action may be taken on any of the following:
1. Moorland Road Reconstruction
2. 2017 Road Program
3. Racine Avenue and Martin Drive Recreation Paths
UNFINISHED BUSINESS
Discussion update and possible action may be taken on any or all of the following:
NEW BUSINESS
Discussion update and possible action may be taken on any or all of the following:
1. Authorization to Prepare 18th Amendment for Area Wide Water Capacity Assessment
(WCA) for Water Services Under Wisconsin Statute 66.0703 and Levying Water
Capacity Special Assessments Against Benefited Property.
2. Approval to Change April BOPW Meeting to April 24th, 2017 at 5:00PM.
NEW BUSINESS PLACED ON FILE
(The following items have been placed on file for staff review. Upon completion of review, staff
will submit a supplement detailing options and possible course of action to committee
members.)
COMMUNICATIONS AND MISCELLANEOUS BUSINESS AS AUTHORIZED BY LAW
ADJOURNMENT
NOTICE
IT IS POSSIBLE THAT MEMBERS OF AND POSSIBLY A QUORUM OF MEMBERS OF OTHER GOVERNMENTAL BODIES OF
THE MUNICIPALITY MAY BE IN ATTENDANCE AT THE ABOVE-STATED MEETING TO GATHER INFORMATION; NO ACTION
WILL BE TAKEN BY ANY GOVERNMENTAL BODY AT THE ABOVE-STATED MEETING OTHER THAN THE GOVERNMENTAL
BODY SPECIFICALLY REFERRED TO ABOVE IN THIS NOTICE.
ALSO, UPON REASONABLE NOTICE, EFFORTS WILL BE MADE TO ACCOMMODATE THE NEEDS OF DISABLED
INDIVIDUALS THROUGH APPROPRIATE AIDS AND SERVICES. FOR ADDITIONAL INFORMATION OR TO REQUEST THIS
SERVICE, CONTACT MUSKEGO COMMUNITY DEVELOPMENT DEPARTMENT, (262) 679-4136.
Unapproved
CITY OF MUSKEGO
PUBLIC WORKS COMMITTEE MINUTES
February 20, 2017
5:00 PM
Aldermen’s Room – Upper Level of City Hall,
W182 S8200 Racine Avenue
CALL TO ORDER
Alderman Eileen Madden called the meeting to order at 5:02PM.
PLEDGE OF ALLEGIANCE
Those present recited the Pledge of Allegiance.
ROLL CALL
Present: Alderman Eileen Madden, Alderman Robert Wolfe, Mayor Kathy Chiaverotti, City
Engineer Mike Paulos, Utilities Superintendent Scott Kloskowski, City Attorney Jeff Warchol
Not Present: Alderman Kevin Kubacki, Alderman Thomas Kapusta
Guests: Matthew Wolfert of Bray Architects
STATEMENT OF PUBLIC NOTICE
The meeting was noticed in accordance with the open meeting laws.
APPROVAL OF MINUTES HELD January 23, 2017.
Alderman Wolfe made a motion to approve the MINUTES HELD January 23, 2017.
Alderman Madden seconded.
Motion Passed 2 in favor.
STATUS OF PROJECTS
Discussion update. No formal action may be taken on any of the following:
Moorland Road Reconstruction
2017 Road Program
UNFINISHED BUSINESS
Discussion update and possible action may be taken on any or all of the following:
Discussion based upon committees request for clarification of Figure 5 relating to costs on
water study for the proposed middle school prepared by Ruekert & Miekle for the Muskego
Norway School District
City Engineer Mike Paulos clarified the entire project cost from Durham Drive to the school,
around the school, to Tudor Oaks to be about $1.2 Million which includes construction cost,
engineering design, permitting and administration.
DISCUSSION
No formal action may be taken on any of the following:
Request for Approval to Pursue a Private Well for New Middle School by the Muskego Norway
School District
The Muskego-Norway School District requested a discussion regarding the pursual of a well
for the New Middle School. Concerns were voiced by Committee Members about private wells
drying up in the area, the presence of radium and fire safety.
Bray Architects recapped their submittal entitled "Muskego-Norway School Board New Middle
School". In the City Engineer's opinion, the initial cost of the well, along with the additional
cost of maintaining the well are low estimates, especially if it is necessary to treat for radium.
Cost is not a factor for municipal water service approval. The City has requested detailed cost
analysis of the well system from the School District but to date no such report has been
submitted.
Included in the discussion was City Ordinance:28.05(4)(f)
The City Engineer confirmed municipal water service is available for this site and believes
municipal water is the most reliable, best long term and cost effective solution for the Middle
School.
Water Utility/Public Utility Discussion
- Private Entity Not Contained within City Budget
- New Users Contributions and Recapture Agreements
Mayor Chiaverotti discussed the possibility of a recapture agreement.
NEW BUSINESS PLACED ON FILE
(The following items have been placed on file for staff review. Upon completion of review, staff
will submit a supplement detailing options and possible course of action to committee
members.)
COMMUNICATIONS AND MISCELLANEOUS BUSINESS AS AUTHORIZED BY LAW
ADJOURNMENT
Alderman Wolfe made a motion to ADJOURN at 6:11PM. Alderman Madden
seconded.
Motion Passed 2 in favor.
City of Muskego
2017 Road Improvement Project
Project No. 2016-0920
Bids Received Thursday,
March 9, 2017
Bidders
Bid
Bond Addendum 1
Total of all Base Bid No. 1 bid prices
(Items 1 - 9)
Payne & Dolan 5% Yes $373,859.20*
Stark Pavement 5% Yes $388,425.50*
Engineer's Estimate $473,898.24
*Note: Total project costs will include base bid No.1 and city selected mandatory alternate bids.
Mandatory Alternate Bid Cost not included in cost above.
City of Muskego- 2017 Road Improvement Program
Bid Tabulation
NO. ITEM DESCRIPTION (BID NO. 1) UNIT
ESTIMATED
QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL
1 Mill 2"S.Y. 12,150 $0.90 $10,935.00 $1.42 $17,253.00
2 2" Roadway Asphalt Surface
Course (5LT 58-28 S, 9.5 mm)TON 1,410 $58.05 $81,850.50 $53.00 $74,730.00
3 Remove & Replace Concrete Curb
and Gutter L.F. 330 $38.00 $12,540.00 $58.00 $19,140.00
Subtotal of Items 1 through 3 $105,325.50 $111,123.00
4 Mill 4"S.Y. 14,220 $1.30 $18,486.00 $1.61 $22,894.20
5 Pulverize, Shape, and Grade S.Y. 14,220 $0.75 $10,665.00 $1.25 $17,775.00
6 2.5" Roadway Asphalt Binder
Course (3LT 58-28 S, 19 mm)TON 2,080 $55.00 $114,400.00 $47.85 $99,528.00
7 2" Roadway Asphalt Surface
Course (5LT 58-28 S, 9.5 mm)TON 1,660 $56.50 $93,790.00 $54.35 $90,221.00
8 Driveway Transition S.Y. 500 $35.00 $17,500.00 $25.00 $12,500.00
Subtotal of Items 4 through 8 $254,841.00 $242,918.20
9 Concrete Pad S.Y. 367 $77.00 $28,259.00 $54.00 $19,818.00
Subtotal of Item 9 $28,259.00 $19,818.00
TOTAL OF ALL ESTIMATED BASE BID NO. 1 PRICES - 1-9 $388,425.50 $373,859.20
NO.
ITEM DESCRIPTION
(MANDATORY ALTERNATE
BIDS)
UNIT ESTIMATED
QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL
10 Mill 4"S.Y. 15,030 1.30$ $19,539.00 1.82$ $27,354.60
11 Pulverize, Shape, and Grade S.Y. 15,030 0.75$ $11,272.50 1.35$ $20,290.50
12 2.5" Roadway Asphalt Binder
Course (3LT 58-28 S, 19 mm)TON 2,180 55.00$ $119,900.00 47.50$ $103,550.00
13 2" Roadway Asphalt Surface
Course (5LT 58-28 S, 9.5 mm)TON 1,750 58.25$ $101,937.50 54.45$ $95,287.50
14 Driveway Transition S.Y. 400 35.00$ $14,000.00 25.00$ $10,000.00
Subtotal of Items 10 through 14 $266,649.00 $256,482.60
15 Pavement Removal S.Y. 55 19.55$ $1,075.25 17.00$ $935.00
16 Mill 3"S.Y. 216 6.00$ $1,296.00 6.50$ $1,404.00
17 3" Asphalt Surface Course 5LT 58-
28 S, 9.5 mm)TON 40 125.00$ $5,000.00 77.00$ $3,080.00
Subtotal of Items 15 through 17 $7,371.25 $5,419.00
18 Asphalt Pathway Construction S.Y. 125 45.00$ $5,625.00 39.00$ $4,875.00
Subtotal itme of 18 $5,625.00 $4,875.00
19 Asphalt Pathway Construction S.Y. 50 60.00$ $3,000.00 54.00$ $2,700.00
Subtotal of Item 19 $3,000.00 $2,700.00
20 Asphalt Basketball Court
Pavement S.Y. 455 42.50$ $19,337.50 28.50$ $12,967.50
21 Basketball Court Striping L.F. 450 2.10$ $945.00 1.00$ $450.00
Subtotal of Items 20 through 21 $20,282.50 $13,417.50
22 Aspalt Pathway Construction S.Y. 550 37.00$ $20,350.00 30.90$ $16,995.00
Subtotal of Item 22 $20,350.00 $16,995.00
23 Mill 3"S.Y. 260 6.25$ $1,625.00 8.00$ $2,080.00
24 3" Asphalt Surface Course (5 LT
58-28 S, 9.5 mm)TON 45 125.00$ $5,625.00 76.40$ $3,438.00
Subtotal of Items 23 through 24 $7,250.00 $5,518.00
25 Asphalt Basketball Court
Pavement S.Y. 455 42.50$ $19,337.50 28.50$ $12,967.50
26 Basketball Court Striping L.F. 450 2.10$ $945.00 1.00$ $450.00
Subtotal of Items 25 through 26 $20,282.50 $13,417.50
27 Asphalt Basketball Court
Pavement S.Y. 455 36.15$ $16,448.25 28.50$ $12,967.50
28 Basketball Court Striping L.F. 450 2.10$ $945.00 1.00$ $450.00
Subtotal of Items 27 through 28 $17,393.25 $13,417.50
29 Mill 3"S.Y. 240 5.50$ $1,320.00 9.00$ $2,160.00
30 3" Asphalt Surface Course (5 LT
58-28 S, 9.5 mm)TON 45 71.50$ $3,217.50 78.00$ $3,510.00
Subtotal of Items 29 through 30 $4,537.50 $5,670.00
31 Mill 2"S.Y. 550 4.35$ $2,392.50 4.00$ $2,200.00
32 2" Asphalt Surface Course (5LT 58-
28 S, 9.5 mm)TON 175 65.95$ $11,541.25 57.00$ $9,975.00
33 Common Excavation CY 375 26.50$ $9,937.50 23.00$ $8,625.00
34 3/4" Crushed Limestone T.B.TON 235 17.00$ $3,995.00 16.00$ $3,760.00
35 1-1/4" Crushed Limestone T.B.TON 235 17.00$ $3,995.00 16.00$ $3,760.00
36 4" Asphalt Binder Course (3LT 58-
28 S, 19.00 mm)TON 225 62.50$ $14,062.50 51.00$ $11,475.00
37 Pavement Striping L.F. 950 5.00$ $4,750.00 0.50$ $475.00
Subtotal of Items 31 through 37 $50,673.75 $40,270.00
38 Existing Tennis and Basketball
Court Restoration S.Y. 1,220 14.00$ $17,080.00 19.00$ $23,180.00
Subtotal of Item 38 $17,080.00 $23,180.00
39 Mill 2" S.Y. 1,680 1.90$ $3,192.00 1.80$ $3,024.00
40 2" Roadway Asphalt Surface
Course (5 LT 58-28 S, 9.5 mm)TON 195 66.50$ $12,967.50 58.75$ $11,456.25
41 Remove and Replace Concrete
Curb and Gutter L.F. 100 44.50$ $4,450.00 58.00$ $5,800.00
Subtotal of Items 39 through 41 $20,609.50 $20,280.25
42 Mill 2"S.Y. 3,150 1.75$ $5,512.50 1.55$ $4,882.50
43 2" Roadway Asphalt Surface
Course (5 LT 58-28 S, 9.5 mm)TON 365 58.50$ $21,352.50 55.00$ $20,075.00
44 Remove and Replace Concrete
Curb and Gutter L.F. 100 44.50$ $4,450.00 58.00$ $5,800.00
Subtotal of Items 42 through 44 $31,315.00 $30,757.50
45 Mill 2"S.Y. 13,025 0.75$ $9,768.75 1.52$ $19,798.00
46 2" Roadway Asphalt Surface
Course (5 LT 58-28 S, 9.5 mm)TON 1,510 55.00$ $83,050.00 52.00$ $78,520.00
47 Remove and Replace Concrete
Curb and Gutter L.F. 400 38.00$ $15,200.00 58.00$ $23,200.00
Subtotal of Items 45 through 47 $108,018.75 $121,518.00
TOTAL OF ALL ESTIMATED MANDATORY ALTERNATE BIDS PRICES - 10-47 $600,438.00 $573,917.85
TOTAL OF ALL ESTIMATED PRICES $988,863.50 $947,777.05
NO.ITEM DESCRIPTION
(ADDITIONS AND DELETIONS)UNIT MAXIMUM
UNITS UNIT PRICE TOTAL UNIT PRICE TOTAL
1 Silt Fence l.F. 3000 3.00$ $9,000.00 1.50$ $4,500.00
2 Erosion Bales EACH 8.00$ $0.00 7.00$ $0.00
3 Erosion Mat S.Y. 10.00$ $0.00 1.50$ $0.00
4 Unclassified Excavation C.Y. 900 40.00$ $36,000.00 25.00$ $22,500.00
5 3" Breaker Stone TON 1000 20.00$ $20,000.00 20.00$ $20,000.00
6 3/4" Crushed Limestone TON 750 18.00$ $13,500.00 18.00$ $13,500.00
7 1-1/4" Crushed Limestone TON 1000 18.00$ $18,000.00 18.00$ $18,000.00
Subtotal of Items 1 through 7 $96,500.00 $78,500.00
Stark Pavement Corp.Payne & Dolan, Inc.
1 of 1
2/11/2016
81
3
.
3
5
81
3
.
8
4
81
4
.
0
0
81
3
.
5
5
81
3
.
0
7
81
1
.
7
0
81
1
.
4
2
81
1
.
1
6
80
9
.
5
9
80
7
.
9
1
80
7
.
0
0
80
5
.
9
4
80
5
.
1
8
80
4
.
1
5
80
3
.
5
2
80
4
.
0
0
80
4
.
4
4
80
3
.
3
4
MUSKEGO TRAIL_990 - 010101_TI - 010101_TI
CITY OF MUSKEGO
PLAN OF PROPOSED IMPROVEMENT
X:\ML\2016\20160990\CAD\SITE\DWG\00\010101_TI.DWG 3/1/2017 1:30 PM ADLER, JORDAN
CTH Y (RACINE AVENUE)
RECREATIONAL TRAIL
CARDINAL DRIVE TO WOODS ROAD
2015-0990
WAUKESHA COUNTY
N/A
----
GENERAL NOTES
WOODS ROAD TO
2016-0990
www.graef-usa.com
CONSULTANTS:
DRAWN BY:
APPROVED BY:
PROJECT NUMBER:
PROJECT TITLE:
ISSUE:
PROJECT INFORMATION:
SHEET TITLE:
SHEET NUMBER:
DATE:
CHECKED BY:
SCALE:
3/1/2017
JLA
DJR
One Honey Creek Corporate Center
125 South 84th Street,
Suite 401
Milwaukee, WI 53214-1470
414 / 259 1500
414 / 259 0037 fax
MUSKEGO TRAIL
CARDINAL DRIVE
FO
FO
FO
FOFOFOFOFOFOFOFO
FO G G G G G G G
G
G
G G
S
A
N
S
A
N
S
A
NTTTT
TTT
TTTT
TTT
W W
W
W
W
W
W
W
W
W W W
M
H
WV
TELEPH
O
N
E
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XX
X
X
11+00
12+00
13+00
EX. R/W
787.64 787.64 787.64 787.64 787.64 786.64
787.42787.39787.35787.35787.27 787.43
EXISTING 60"X72" CORRUGATED
METAL CULVERT PIPE
I.E=772.36
EXISTING 60"X72" CORRUGATED
METAL CULVERT PIPE
I.E=772.81
BOTTOM OF WALL (TOP OF LEVELING
PAD)
EXISTING GROUND AT FACE OF WALL
PROPOSED TOP OF WALL
STA. 12+25
STA. 12+19
STA. 12+13
STA. 12+70
STA. 11+12
STA. 11+79
STA. 11+64
STA. 11+39
787.64
782.64
781.31
779.97
778.64
779.97
781.97
783.30
780
775
785
790
770
780
775
785
790
770
3:1
WOODS ROAD TO
2016-0990
www.graef-usa.com
CONSULTANTS:
DRAWN BY:
APPROVED BY:
PROJECT NUMBER:
PROJECT TITLE:
ISSUE:
PROJECT INFORMATION:
SHEET TITLE:
SHEET NUMBER:
DATE:
CHECKED BY:
SCALE:
3/1/2017
JLA
DJR
One Honey Creek Corporate Center
125 South 84th Street,
Suite 401
Milwaukee, WI 53214-1470
414 / 259 1500
414 / 259 0037 fax
MUSKEGO TRAIL
CARDINAL DRIVE
LOOKING EAST
WOODS ROAD TO
2016-0990
www.graef-usa.com
CONSULTANTS:
DRAWN BY:
APPROVED BY:
PROJECT NUMBER:
PROJECT TITLE:
ISSUE:
PROJECT INFORMATION:
SHEET TITLE:
SHEET NUMBER:
DATE:
CHECKED BY:
SCALE:
3/1/2017
JLA
DJR
One Honey Creek Corporate Center
125 South 84th Street,
Suite 401
Milwaukee, WI 53214-1470
414 / 259 1500
414 / 259 0037 fax
MUSKEGO TRAIL
CARDINAL DRIVE
WOODS ROAD TO
2016-0990
www.graef-usa.com
CONSULTANTS:
DRAWN BY:
APPROVED BY:
PROJECT NUMBER:
PROJECT TITLE:
ISSUE:
PROJECT INFORMATION:
SHEET TITLE:
SHEET NUMBER:
DATE:
CHECKED BY:
SCALE:
3/1/2017
JLA
DJR
One Honey Creek Corporate Center
125 South 84th Street,
Suite 401
Milwaukee, WI 53214-1470
414 / 259 1500
414 / 259 0037 fax
MUSKEGO TRAIL
CARDINAL DRIVE
3" ASPHALT SIDEWALK
8" BASE AGGREGATE DENSE 1 1
4 -INCH
3:1 MAX
3:1 MAX
3:1 M
A
X
3:1 M
A
X
8'2'2'
0.5'0.5'
SILT FENCE
NTS
WOODS ROAD TO
2016-0990
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SCALE:
3/1/2017
JLA
DJR
One Honey Creek Corporate Center
125 South 84th Street,
Suite 401
Milwaukee, WI 53214-1470
414 / 259 1500
414 / 259 0037 fax
MUSKEGO TRAIL
CARDINAL DRIVE
TILE
POST
GUY
POST
POST
WELL
POST
10+00
11+00
12+00
13+00
14+00
FO
FO FO FO FO FO FO FO
FO
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T
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11+00
12+00
13+00
14+00
XXXXXXXX
XXXX XXXX XXXX XXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
EX.R/W
EX.R/W
EX.R/W
EX.R/W
EX.R/W
EX.R/W
(787.04)
(786.96)
786.24
785
.
4
8
78
5
.
2
7
787.36 787.42 787.39 787.35 787.35
787.27
787.25
786.66 786.40
786.63 787.12
786.12
785
.
3
6
78
6
.
1
1
787.33 787.27 787.24 787.21 787.21
787.15
787.06
786.56 786.28
786.51 787.00
786.99
787.06
786.91 786.84 786.76 786.69
786.54
786.80
787.66 787.92 787.89
786.68
787.54 787.80 787.77
WETLAND BOUNDARY (TYP.)
CTH Y (RACINE AVENUE)
36D
R
A
A
SLOPE INTERCEPT (TYP.)
A
(787.14)
(787.13)(787.10)(787.05)(787.07)(787.07)(787.06)
SAWCUT AND MATCH EXISTING 58.6' LT
SAWCUT AND MATCH EXISTING 0' LT
(787.14)
A
A PAV
1
F
A
3/4-INCH BASE AGGREGATE
M
A
T
C
H
L
I
N
E
S
T
A
.
1
4
+
0
0
PLOT SCALE :
1 IN:40 FT
WOODS ROAD TO
2016-0990
www.graef-usa.com
CONSULTANTS:
DRAWN BY:
APPROVED BY:
PROJECT NUMBER:
PROJECT TITLE:
ISSUE:
PROJECT INFORMATION:
SHEET TITLE:
SHEET NUMBER:
DATE:
CHECKED BY:
SCALE:
3/1/2017
JLA
DJR
One Honey Creek Corporate Center
125 South 84th Street,
Suite 401
Milwaukee, WI 53214-1470
414 / 259 1500
414 / 259 0037 fax
MUSKEGO TRAIL
CARDINAL DRIVE
PLAN DETAILS
LEGEND
A
C
30D
36D
CD
R
3" ASPHALT OVER 8" BASE AGGREGATE
CONCRETE SIDEWALK 5-INCH
CONCRETE CURB & GUTTER 30-INCH TYPE D
CONCRETE CURB & GUTTER 6-INCH SLOPED
36-INCH TYPE D
CONCRETE DRIVEWAY 6-INCH OVER 6" BASE
AGGREGATE
MODULAR BLOCK RETAINING WALL
1 4" ASPHALT OVER 12" BASE AGGREGATE
F 5' CHAIN LINK FENCE
PAV
POST
TILE
POST
TILE
POST
GUY
14+00
15+00
16+00
17+00
18+00
19+00
E
E
FO
FO FO FO FO
FO
FO
FO FO FO FO
G
GGG
G
G
G
G
GG
T T T T T T
T
T
T
T
T
T T T TT
T T T T T T
T
T
T
T
T
W
W
W
WW
WW
WW
W
W
W
GUY
WVWVWV
WVWV
14+00
15+00
16+00
17+00
18+00
19+00
XXXXXXXXXXXX
XXXX XXXX XXXX XXXX
XXXXXXXXXXXXXXXX
EX.R/W
EX.R/W
EX.R/W
EX.R/W
EX.R/W
EX.R/W
EX.R/W
EX.R/W
786.80
787.66 787.92 787.89
788.05
787.86 788.01 788.54
789.02
789.47 789.81 789.38
789.69
789.73 789.87
789.70
789.87
789.69 789.63 789.42
789.45
789.61
786.68
787.54 787.80 787.77
787.93
787.73 787.89 788.42
788.81
789.34 789.68 789.24
789.56
789.62 789.7
1
789.59 789.57 789.51 789.30 789.33
789.49
A
CTH Y (RACINE AVENUE)
A
A
CD
789.75
SAWCUT AND MATCH EXISTING 0' LT
SAWCUT AND MATCH EXISTING 0' LT
SLOPE INTERCEPT (TYP.)
A
A
787.46
787.27 786.97
MA
T
C
H
L
I
N
E
S
T
A
.
1
4
+
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
1
9
+
0
0
1 IN:40 FT
WOODS ROAD TO
2016-0990
www.graef-usa.com
CONSULTANTS:
DRAWN BY:
APPROVED BY:
PROJECT NUMBER:
PROJECT TITLE:
ISSUE:
PROJECT INFORMATION:
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SHEET NUMBER:
DATE:
CHECKED BY:
SCALE:
3/1/2017
JLA
DJR
One Honey Creek Corporate Center
125 South 84th Street,
Suite 401
Milwaukee, WI 53214-1470
414 / 259 1500
414 / 259 0037 fax
MUSKEGO TRAIL
CARDINAL DRIVE
PLAN DETAILS
LEGEND
A
C
30D
36D
CD
R
3" ASPHALT OVER 8" BASE AGGREGATE
CONCRETE SIDEWALK 5-INCH
CONCRETE CURB & GUTTER 30-INCH TYPE D
CONCRETE CURB & GUTTER 6-INCH SLOPED
36-INCH TYPE D
CONCRETE DRIVEWAY 6-INCH OVER 6" BASE
AGGREGATE
MODULAR BLOCK RETAINING WALL
4" ASPHALT OVER 12" BASE AGGREGATE
F 5' CHAIN LINK FENCE
PAV1
19+00
20+00
21+00
22+00 23+00
FO
FO
FO
FO FO FO FO FO FO FO FO
T
T
T
T T T T T T T T
T
T
T
T T T T T T T T
WWWWW
W
W
W
W W
WVWVWV
19+00
20+00
21+00
22+00 23+00
EX.R/W
EX.R/W
EX.R/W
EX.R/W
EX.R/W
EX.R/W
EX.R/W
EX.R/W
789.69 789.63 789.42
789.45
789.61 789.59 789.55
789.3
9 789.1
3
790.25 790.19 790.13
790.07
789.92790.21790.05789.88790.03
789.95
789.88
789.57 789.51 789.30 789.33
789.49 789.47 789.43
789.2
5
789.76
789.82
789.89 790.13 790.07790.09789.93789.76 790.01
789.95
789.79
CTH Y (RACINE AVENUE)
A
A
C 30D 30D
C
A
RELOCATE STOP SIGN SLOPE INTERC
E
P
T
(
T
Y
P
.
)
SLOPE INTERCEPT (TYP.)
SLOPE INTERCEPT (TYP.)
789.01
789.85
789.73
MA
T
C
H
L
I
N
E
S
T
A
.
1
9
+
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
2
3
+
5
0
1 IN:40 FT
WOODS ROAD TO
2016-0990
www.graef-usa.com
CONSULTANTS:
DRAWN BY:
APPROVED BY:
PROJECT NUMBER:
PROJECT TITLE:
ISSUE:
PROJECT INFORMATION:
SHEET TITLE:
SHEET NUMBER:
DATE:
CHECKED BY:
SCALE:
3/1/2017
JLA
DJR
One Honey Creek Corporate Center
125 South 84th Street,
Suite 401
Milwaukee, WI 53214-1470
414 / 259 1500
414 / 259 0037 fax
MUSKEGO TRAIL
CARDINAL DRIVE
PLAN DETAILS
LEGEND
A
C
30D
36D
CD
R
3" ASPHALT OVER 8" BASE AGGREGATE
CONCRETE SIDEWALK 5-INCH
CONCRETE CURB & GUTTER 30-INCH TYPE D
CONCRETE CURB & GUTTER 6-INCH SLOPED
36-INCH TYPE D
CONCRETE DRIVEWAY 6-INCH OVER 6" BASE
AGGREGATE
MODULAR BLOCK RETAINING WALL
4" ASPHALT OVER 12" BASE AGGREGATE
F 5' CHAIN LINK FENCE
PAV1
23+00
24+00
25+00 26+00
27+00 28+00
FO
FO
FO
FO
FO FO FO FO FO FO FO
T
T
T
T
T
T T T T T T
T
T
T
T
T T T T T T T
WWWWWWW
W
W
W
W
WVWVWV
23+00
24+00
25+00 26+00
27+00 28+00
EX.R/W
EX.R/W
EX.R/W
EX.R/W
EX.R/W
EX.R/W
EX.R/W
790.19
790.13
790.07
789.92
789.63
790.14
790.
5
8
790.91 790.83 791.08 791.47 791.39 791.35
791.50
791.72 791.53
790.07
790.01
789.95
789.79
789.51
790.02
790.
4
6
790.79 790.71 790.96 791.35 791.27 791.23
791.38
791.60 791.41
CTH Y (RACINE AVENUE)
CTH Y (RACINE AVENUE)
30D
C
C
C A
30D
A
SLOPE INTERCEPT (TYP.)
SLOPE INTERCEPT (TYP.)
SLOPE INTE
R
C
E
P
T
(
T
Y
P
.
)
790.89
790.77
790.66
790.62
79
0
.
4
6
79
0
.
3
4
MA
T
C
H
L
I
N
E
S
T
A
.
2
3
+
5
0
1 IN:40 FT
WOODS ROAD TO
2016-0990
www.graef-usa.com
CONSULTANTS:
DRAWN BY:
APPROVED BY:
PROJECT NUMBER:
PROJECT TITLE:
ISSUE:
PROJECT INFORMATION:
SHEET TITLE:
SHEET NUMBER:
DATE:
CHECKED BY:
SCALE:
3/1/2017
JLA
DJR
One Honey Creek Corporate Center
125 South 84th Street,
Suite 401
Milwaukee, WI 53214-1470
414 / 259 1500
414 / 259 0037 fax
MUSKEGO TRAIL
CARDINAL DRIVE
MA
T
C
H
L
I
N
E
S
T
A
.
2
8
+
0
0
PLAN DETAILS
LEGEND
A
C
30D
36D
CD
R
3" ASPHALT OVER 8" BASE AGGREGATE
CONCRETE SIDEWALK 5-INCH
CONCRETE CURB & GUTTER 30-INCH TYPE D
CONCRETE CURB & GUTTER 6-INCH SLOPED
36-INCH TYPE D
CONCRETE DRIVEWAY 6-INCH OVER 6" BASE
AGGREGATE
MODULAR BLOCK RETAINING WALL
4" ASPHALT OVER 12" BASE AGGREGATE
F 5' CHAIN LINK FENCE
PAV1
POSTGUYGUY
GUY POLE
28+00 29+00
30+00
30+53
EE
FO FO FO FO FO
SAN
SAN
T T T T TTTTT T
W
WWW
MH
MH
GUYGUY
GUY POLE
MH
WV
MH
WV28+00 29+00
30+00
30+53
EX.R/W
EX.R/W
EX.R/W
EX.R/W
791.47 791.39 791.35
791.50
791.72 791.53 791.94 792.11 792.39
791.88
791.25 790.86
791.35 791.27 791.23
791.38
791.60 791.41 791.82 791.99 792.27
791.76
791.13 790.74
CTH Y (RACINE AVENUE)
A
SLOPE INTERCEPT (TYP.)
SLOPE INTERCEPT (TYP.)
W
O
O
D
S
R
O
A
D
C
1 IN:40 FT
WOODS ROAD TO
2016-0990
www.graef-usa.com
CONSULTANTS:
DRAWN BY:
APPROVED BY:
PROJECT NUMBER:
PROJECT TITLE:
ISSUE:
PROJECT INFORMATION:
SHEET TITLE:
SHEET NUMBER:
DATE:
CHECKED BY:
SCALE:
3/1/2017
JLA
DJR
One Honey Creek Corporate Center
125 South 84th Street,
Suite 401
Milwaukee, WI 53214-1470
414 / 259 1500
414 / 259 0037 fax
MUSKEGO TRAIL
CARDINAL DRIVE
MA
T
C
H
L
I
N
E
S
T
A
.
2
8
+
0
0
PLAN DETAILS
LEGEND
A
C
30D
36D
CD
R
3" ASPHALT OVER 8" BASE AGGREGATE
CONCRETE SIDEWALK 5-INCH
CONCRETE CURB & GUTTER 30-INCH TYPE D
CONCRETE CURB & GUTTER 6-INCH SLOPED
36-INCH TYPE D
CONCRETE DRIVEWAY 6-INCH OVER 6" BASE
AGGREGATE
MODULAR BLOCK RETAINING WALL
4" ASPHALT OVER 12" BASE AGGREGATE
F 5' CHAIN LINK FENCE
PAV1
TILE
POST
POST
POST
WELL
POST
10+00
11+00
12+00
13+00
14+00
FO
FO FO FO FO FO FO FO
FO
FO
G
G
G
G
G
GGGGG
O
H
SA
N
SANSAN
T T T T T
T
T
T T T T T
T
T
T T
TW
W
WWWWWWWWWVWV
M
H
WVWVWV
XXXXXXXX
XXXX XXXX XXXX XXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
INLET 2X2
NEENAH CAS
T
I
N
G
R
-
2
5
0
8
-
B
STA. 14+20, 1
7
.
6
'
R
T
RIM EL.= 785
.
3
4
PR 12" W I.E.=
7
8
3
.
3
4
19"X25" CMCP AEW
STA. 11+22, 13.8' LT
PR 19"X25" S I.E.= 782.1
19"X25" CMCP AEW
STA. 11+22, 9.2' LT
PR 19"X25" S I.E.= 782.1
CTH Y (RACINE AVENUE)
INLET 2X2
NEENAH CASTING R-3508-B
STA. 13+00, 14.7' RT
RIM EL.= 785.39
PR 12" W I.E.= 783.31
18" CONCRETE APRON ENDWALL
STA. 12+23, 15' LT
I.E.= 780.5
MH 4FT
NEENAH CASTING R-1550-A
STA. 13+00, 9' RT
RIM EL.= 786.25
PR 12" E I.E.= 783.28
PR 18" S IE = 782.44
PR 18" N IE = 782.54
12
10
11
13
CONECT DRA
I
N
T
I
L
E
T
O
1
8
"
S
T
O
R
M
SEWER WITH
4
"
P
V
C
P
I
P
E
M
A
T
C
H
L
I
N
E
S
T
A
.
1
4
+
0
1
780.5
79' - 18" SSPRC @ 2.46%
786.25
782.54782.44 221' - 18" SSPRC @ 0.5%
11
10
PLOT SCALE :
1 IN:40 FT
WOODS ROAD TO
2016-0990
www.graef-usa.com
CONSULTANTS:
DRAWN BY:
APPROVED BY:
PROJECT NUMBER:
PROJECT TITLE:
ISSUE:
PROJECT INFORMATION:
SHEET TITLE:
SHEET NUMBER:
DATE:
CHECKED BY:
SCALE:
3/1/2017
JLA
DJR
One Honey Creek Corporate Center
125 South 84th Street,
Suite 401
Milwaukee, WI 53214-1470
414 / 259 1500
414 / 259 0037 fax
MUSKEGO TRAIL
CARDINAL DRIVE
EROSION CONTROL AND STORM SEWER
SILT FENCE
LEGEND
EROSION MAT CLASS I, TYPE B
CULVERT PIPE DITCH CHECK
INLET PROTECTION
TEMPORARY DITCH CHECK
790
780
785
775
790
780
785
775
POST
TILE
POST
TILE
POST
14+00
15+00
16+00
17+00
18+00
19+00
E
E
FO
FO FO FO FO
FO
FO
FO FO FO FO
G
GGG
G
G
G
G
GG
T T T T T T
T
T
T
T
T
T T T TT
T T T T T
T
T
T
T
T
T
W
W
W
WW
WW
W
W
W
W
W
WVWVWV
WVWV
XXXXXXXXXXXX
XXXX XXXX XXXX XXXX
XXXXXXXXXXXXXXXX
INLET 2X2
NEENAH CASTING R-2508-B
STA. 14+20, 17.6' RT
RIM EL.= 785.34
PR 12" W I.E.= 783.34
18" CONCRETE
APRON ENDWALL
STA. 17+71, 26.3' RT
PR 18" SE I.E.= 786.50CTH Y (RACINE AVENUE)
INLET 2X2
NEENAH CASTING R-3508-B
STA. 15+21, 18.0' RT
RIM EL.= 785.93
PR 12" W I.E.= 783.93
INLET 2X2
NEENAH CASTING R-1550-A
STA. 15+21, 9' RT
RIM EL.= 787.59
PR 12" E I.E.= 783.89
PR 18" S = 783.64
PR 18" N = 783.74
MH 4FT
NEENAH
C
A
S
T
I
N
G
R
-
1
5
5
0
-
A
STA. 13+0
0
,
9
'
R
T
RIM EL.=
7
8
6
.
2
5
PR 12" E I.
E
.
=
7
8
3
.
2
8
PR 18" S I
E
=
7
8
2
.
4
4
PR 18" N I
E
=
7
8
2
.
5
4
11
13
14
15
16
CONECT DRAIN TILE TO 18" STORM
SEWER WITH 4" PVC PIPE
MA
T
C
H
L
I
N
E
S
T
A
.
1
4
+
0
1
MA
T
C
H
L
I
N
E
S
T
A
.
1
8
+
9
8
256'- 18" SSPRC @ 1.14%
787.59
786.50
221' - 18" SSPRC @ 0.5%
783.74783.64
14
16
1 IN:40 FT
WOODS ROAD TO
2016-0990
www.graef-usa.com
CONSULTANTS:
DRAWN BY:
APPROVED BY:
PROJECT NUMBER:
PROJECT TITLE:
ISSUE:
PROJECT INFORMATION:
SHEET TITLE:
SHEET NUMBER:
DATE:
CHECKED BY:
SCALE:
3/1/2017
JLA
DJR
One Honey Creek Corporate Center
125 South 84th Street,
Suite 401
Milwaukee, WI 53214-1470
414 / 259 1500
414 / 259 0037 fax
MUSKEGO TRAIL
CARDINAL DRIVE
EROSION CONTROL AND STORM SEWER
790
780
785
775
790
780
785
775
SILT FENCE
LEGEND
EROSION MAT CLASS I, TYPE B
CULVERT PIPE DITCH CHECK
INLET PROTECTION
TEMPORARY DITCH CHECK
19+00
20+00
21+00
22+00 23+00
FO
FO
FO
FO FO FO FO FO FO FO FO
T
T
T
T T T T T T T T
T
T
T
T T T T T T T T
WWWWW
W
W
W
W W
WVWVWV
CTH Y (RACINE AVENUE)
28' - 12" CMCP WITH
APRON ENDWALLS
SW I.E. = 787.46
NE I.E. = 786.58
MA
T
C
H
L
I
N
E
S
T
A
.
1
8
+
9
8
MA
T
C
H
L
I
N
E
S
T
A
.
2
3
+
4
8
1 IN:40 FT
WOODS ROAD TO
2016-0990
www.graef-usa.com
CONSULTANTS:
DRAWN BY:
APPROVED BY:
PROJECT NUMBER:
PROJECT TITLE:
ISSUE:
PROJECT INFORMATION:
SHEET TITLE:
SHEET NUMBER:
DATE:
CHECKED BY:
SCALE:
3/1/2017
JLA
DJR
One Honey Creek Corporate Center
125 South 84th Street,
Suite 401
Milwaukee, WI 53214-1470
414 / 259 1500
414 / 259 0037 fax
MUSKEGO TRAIL
CARDINAL DRIVE
EROSION CONTROL AND STORM SEWER
SILT FENCE
LEGEND
EROSION MAT CLASS I, TYPE B
CULVERT PIPE DITCH CHECK
INLET PROTECTION
TEMPORARY DITCH CHECK
23+00
24+00
25+00 26+00
27+00 28+00
FO
FO
FO
FO
FO FO FO FO FO FO FO
T
T
T
T
T
T T T T T T
T
T
T
T
T T T T T T T
WWWWWWW
W
W
W
W
WVWVWV
CTH Y (RACINE AVENUE)
CTH Y (RACINE AVENUE)
28' - 12" CMCP WITH
APRON ENDWALLS
N I.E. = 788.50
S I.E. = 788.11
MA
T
C
H
L
I
N
E
S
T
A
.
2
3
+
4
8
1 IN:40 FT
WOODS ROAD TO
2016-0990
www.graef-usa.com
CONSULTANTS:
DRAWN BY:
APPROVED BY:
PROJECT NUMBER:
PROJECT TITLE:
ISSUE:
PROJECT INFORMATION:
SHEET TITLE:
SHEET NUMBER:
DATE:
CHECKED BY:
SCALE:
3/1/2017
JLA
DJR
One Honey Creek Corporate Center
125 South 84th Street,
Suite 401
Milwaukee, WI 53214-1470
414 / 259 1500
414 / 259 0037 fax
MUSKEGO TRAIL
CARDINAL DRIVE
MA
T
C
H
L
I
N
E
S
T
A
.
2
8
+
0
0
EROSION CONTROL AND STORM SEWER
SILT FENCE
LEGEND
EROSION MAT CLASS I, TYPE B
CULVERT PIPE DITCH CHECK
INLET PROTECTION
TEMPORARY DITCH CHECK
POST
28+00 29+00
30+00
30+53
EE
FO FO FO FO FO
SAN
SAN
T T T T TTTTT T
W
WWW
MH
MH
GUY POLE
MH
WV
MH
WV
CTH Y (RACINE AVENUE)
W
O
O
D
S
R
O
A
D
1 IN:40 FT
WOODS ROAD TO
2016-0990
www.graef-usa.com
CONSULTANTS:
DRAWN BY:
APPROVED BY:
PROJECT NUMBER:
PROJECT TITLE:
ISSUE:
PROJECT INFORMATION:
SHEET TITLE:
SHEET NUMBER:
DATE:
CHECKED BY:
SCALE:
3/1/2017
JLA
DJR
One Honey Creek Corporate Center
125 South 84th Street,
Suite 401
Milwaukee, WI 53214-1470
414 / 259 1500
414 / 259 0037 fax
MUSKEGO TRAIL
CARDINAL DRIVE
MA
T
C
H
L
I
N
E
S
T
A
.
2
8
+
0
0
EROSION CONTROL AND STORM SEWER
SILT FENCE
LEGEND
EROSION MAT CLASS I, TYPE B
CULVERT PIPE DITCH CHECK
INLET PROTECTION
TEMPORARY DITCH CHECK
10+50
780
790
780
790
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
GAS
SAN
WAT
11+00
780
790
780
790
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
GAS
WAT
11+50
780
790
780
790
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
GAS
TEL
WAT
EX
RW
EX
RW
EX
RW
785.25
-3.20
7
8
4
.
7
8
8.00
784.90
0.00
784.44
1
3
.
3
5
784.44
1
3
.
3
5
4.0:1 1.5%4.0:
1
786.56
1
9
.
5
3
787.48
0.50
787.48
0.50786.25
-4.58
783.96
-14.03
3.9%1.4%
4.1:1
786.36
14.00
786.52
1
8
.
0
0
785.36
10.00
786.77
1.00 786.65
9.00
4.0%1.5%0.0%
EX
RW
EX
RW
EX
RW
10+00
780
790
780
790
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
FO
GAS
SAN
WAT
786.34
8.
0
0
786.46
0.
0
0
787.12
-2.00
787.60
-3.92
787.60
-3.92
1.0%
4.0:
1
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:44 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090201_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
12+00
770
780
790
770
780
790
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
GAS
TELWAT
EX
RW
11+94
770
780
790
770
780
790
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
GAS
TELWAT
EX
RW
786.32
14.00
786.48
1
8
.
0
0
7
8
5
.
3
2
1
0
.
0
0
786.73
1.00 786.61
9.
0
0
4.0%1.5%0.0%
786.33
14.00
786.49
1
8
.
0
0
785.33
10.00
786.73
1.00
786.61
9.
0
0
4.0%1.5%0.0%
EX
RW
EX
RW
12+41
780
790
780
790
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
GAS
TEL
WAT
8.8%
EXISTING CMP
EXISTING CMP
786.41
-10.03
786.60
-22.55
786.48
0.00
786.20
-7
.
0
3
1.5%4.0%
PR 18" SS
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:44 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090202_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
12+50
780
790
780
790
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20
R/L
FO
GAS
TEL
WAT
13+00
780
790
780
790
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
GAS
TEL WAT
13+50
780
790
780
790
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FOGAS
TEL
WAT
EX
RW
EX
RW
EX
RW
786.67
0.
0
0
7
8
6
.
1
6
17.12
785.16
13.02
786.52
1
0
.
2
7
786.48
25.283.9:1
3.9:1
1.6%3.9%1.4%3.9%
7
8
4
.
7
4
-8.94
7
8
4
.
7
4
-8.94
7
8
5
.
7
0
8.00
785.82
0.00 785.12
1
4
.
2
9
785.12
1
4
.
2
9
4.0:1
4.0:1
1.5%4.0:
1
786.42
-5.12
786.42
-5.12
786.42
8.00
786.54
0.00 785.59
15.32
785.59
15.32
4.0:1 1.5%4.0:
1
EX
RW
EX
RW
EX
RW
13+69
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FOGAS
TEL
WAT
786.79
6.00
7
8
6
.
9
1
-2.00 786.27
2
0
.
4
5
786.79
6.00
1.5%3.6%1.9%
PR 18" SS
PR 18" SS
PR 18" SS
PR 18" SS
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:44 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090203_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
14+00
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
GAS
TEL
WAT
14+50
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
GAS
TEL
WAT
EX
RW
EX
RW
7
8
6
.
1
0
8.00
786.22
0.00
786.48
1
0
.
0
0
1.5%
4.0:
1
787.22
8.00
787.34
0.00
785.56
18.17
785.56
18.17
1.5%
4.0:
1
EX
RW
EX
RW
14+87
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
GAS
TEL
WAT
787.92
6.
0
0
788.04
-2.00 786.90
3
1
.
3
9
787.92
6.
0
0
1.5%4.0%
PR 18" SS
PR 18" SS
PR 18" SS
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:45 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090204_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
15+00
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
GAS
TEL
WAT
15+50
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
GAS
TEL
WAT
16+00
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
GAS
TEL
WAT
EX
RW
EX
RW
EX
RW
787.35
8.
0
0
787.47
0.00
786.99
12.99
1.5%4.0:
1
787.31
8.00
7
8
7
.
4
3
0.00
787.69
10.00
1.5%
4.0:
1
788.43
6.00
788.55
-2.00
787.39
30.92
788.43
6.00
1.5%4.2%
EX
RW
EX
RW
EX
RW
786.02
1
6
.
6
9
PR 18" SS
PR 18" SS
PR 18" SS
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:45 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090205_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
16+50
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FOGAS
TEL
WAT
17+00
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FOGAS
TEL
WAT
EX
RW
EX
RW
789.11
8.00
789.23
0.00
789.49
10.00
789.49
10.00
1.5%
4.0:
1
7
8
8
.
9
9
8.00
789.11
0.00
787.26
1
8
.
4
6
787.26
1
8
.
4
6
1.5%
4.0:
1
EX
RW
EX
RW
7
8
7
.
4
3
1
8
.
2
6
PR 18" SS
PR 18" SS
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:45 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090206_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
17+50
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
GAS
TEL
WAT
18+00
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TELWAT
EX
RW
EX
RW
7
8
9
.
1
7
7.99
789.29
-0
.
0
1
786.97
2
0
.
3
1
786.97
2
0
.
3
1
1.5%
4.0:
1
789.47
10.81
789.47
10.81
789.94
-2.03
789.94
-2.03 789.17
8.00
4.0:
14.0:1 1.5%
EX
RW
EX
RW
PR 18" SS
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:45 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090207_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
18+50
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TELWAT
19+00
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TELWAT
EX
RW
EX
RW
789.71
-2.00
7
8
9
.
7
6
-2
.
1
7
7
8
9
.
7
6
-2
.
1
7
788.93
8.
0
0
789.05
0.00
789.03
11.61
789.03
11.61
4.0:
1 1.5%4.0:
1
789.53
-2.00
789.61
-2.34
789.61
-2.34 788.75
8.00
788.87
0.00
788.85
11.58
788.85
11.58
4.0:
1 1.5%4.0:
1
EX
RW
EX
RW
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:45 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090208_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
19+50
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TELWAT
20+00
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TELWAT
EX
RW
EX
RW
789.67
-2.00
789.80
-2
.
4
9
789.80
-2
.
4
9
788.89
8.
0
0
789.01
0.00
789.07
11.31
789.07
11.31
4.0:
1 1.5%4.0:
1
789.47
-2.00
7
8
9
.
5
9
-2.49
7
8
9
.
5
9
-2.49 7
8
8
.
6
9
8.
0
0
788.81
0.
0
0
788.51
12.74
788.51
12.74
4.0:
1 1.5%4.0:
1
EX
RW
EX
RW
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:45 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090209_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
21+00
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TEL
WAT
21+50
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FOTEL
WAT
22+00
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FOTEL
WAT
EX
RW
EX
RW
EX
RW
789.45
-3.76
789.45
-3.76
789.11
8.00
789.23
0.
0
0
789.55
10.25
789.55
10.25
4.0:1 1.5%4.0:
1
788.91
-6.52
788.91
-6.52
789.26
8.00
789.38
0.00
7
8
7
.
6
9
1
8
.
2
7
7
8
7
.
6
9
1
8
.
2
7
4.0:1
1.5%
4.0:
1
789.96
-2
.
0
0
789.96
-
2
.
0
2
789.96
-
2
.
0
2
7
8
9
.
1
8
8.00
789.30
0.00 788.23
15.79
788.23
15.79
4.0:
1 1.5%
4.0:
1
EX
RW
EX
RW
EX
RW
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:45 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090211_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
22+50
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FOTEL
WAT
23+00
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FOTEL
WAT
EX
RW
EX
RW
790.29
-2.00
790.33
-2.19
790.33
-2.19 789.51
8.00
789.63
0.00
789.21
13.18
789.21
13.18
4.0:
1 1.5%4.0:
1
790.27
-2.00
790.28
-2.07
790.28
-2.07 789.49
8.
0
0
789.61
0.00
789.52
1
1
.
8
5
789.52
1
1
.
8
5
4.0:
1 1.5%4.0:
1
EX
RW
EX
RW
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:45 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090212_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
23+50
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FOTELWAT
24+00
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TELWAT
EX
RW
EX
RW
790.11
-2.14
790.11
-2.14 789.37
8.
0
0
789.49
0.00
7
8
9
.
6
3
1
0
.
9
2
7
8
9
.
6
3
1
0
.
9
2
4.0:1 1.5%4.0:
1
789.70
-
2
.
0
8
789.70
-
2
.
0
8
788.94
8.
0
0
7
8
9
.
0
6
0.00
7
8
9
.
3
5
10.34
7
8
9
.
3
5
10.34
4.0:1 1.5%4.0:
1
EX
RW
EX
RW
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:45 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090213_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
24+50
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TELWAT
25+00
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TEL
WAT
25+50
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TEL
WAT
EX
RW
EX
RW
EX
RW
789.29
-7.00
789.29
-7.00
789.76
8.00
7
8
9
.
8
8
0.
0
0
789.37
13.56
789.37
13.56
4.0:1
1.5%4.0:
1
790.25
8.
0
0
790.13
0.
0
0
7
9
0
.
5
0
-3.14
7
9
0
.
5
0
-3.14
1.5%4.0:1
790.40
8.
0
0
790.28
0.
0
0
790.94
-2.00
791.08
-2.56
791.08
-2.56
1.5%4.0:
1
EX
RW
EX
RW
EX
RW
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:45 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090214_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
26+50
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TEL
WAT
27+00
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TELWAT
EX
RW
EX
RW
790.88
-2
.
4
3
790.88
-2
.
4
3
790.21
8.00
790.33
0.
0
0
790.04
12.69
791.24
17.48
791.24
17.48
4.0:1 1.5%4.0:
14.0:1
791.16
-2
.
0
0
791.17
-2.03
791.17
-2.03 790.38
8.00
790.50
0.
0
0
788.97
1
7
.
6
7
788.97
1
7
.
6
7
4.0:
1 1.5%
4.0:
1
EX
RW
EX
RW
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:45 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090216_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
27+50
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TEL
WAT
28+00
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TEL
WAT
EX
RW
EX
RW
791.47
-2.00
791.48
-2
.
0
5
791.48
-2
.
0
5
790.69
8.
0
0
790.81
0.00
7
8
9
.
0
9
18.41
7
8
9
.
0
9
18.41
4.0:
1 1.5%
4.0:
1
791.56
-2.06
791.56
-2.06 790.80
8.00
790.92
0.
0
0
790.16
1
4
.
5
5
790.16
1
4
.
5
5
4.0:1 1.5%4.0:
1
EX
RW
EX
RW
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:45 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090217_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
28+50
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TEL
WAT
29+00
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TEL
EX
RW
EX
RW
791.61
-2.00
791.61
-2.00 790.83
8.
0
0
7
9
0
.
9
5
0.
0
0
7
9
1
.
2
6
1
0
.
2
9
7
9
1
.
2
6
1
0
.
2
9
4.0:1 1.5%4.0:
1
792.17
-2
.
0
8
792.17
-2
.
0
8
791.41
8.
0
0
791.53
0.00
791.76
10.60
791.76
10.60
4.0:1 1.5%4.0:
1
EX
RW
EX
RW
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:46 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090218_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
29+50
780
790
800
780
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TEL EX
RW791.96
-
2
.
0
0
792.24
-3.12
792.24
-3.12 7
9
1
.
1
8
8.00
791.30
0.00 7
8
9
.
9
6
16.88
7
8
9
.
9
6
16.88
4.0:
1 1.5%
4.0:
1EX
RW
30+00
790
800
790
800
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 1500-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
R/L
FO
TEL
790.16
8.00
790.28
0.00
790.94
-2.00
790.96
-2.09
790.96
-2.09
1.5%4.0:
1
4.0:1
WISDOT/CADDS SHEET 49
EHWY:COUNTY:
X:\ML\2016\20160990\CAD\SITE\DWG\00\090201_XS.DWGFILE NAME :3/1/2017 1:46 PMPLOT DATE :PLOT BY :ADLER, JORDAN
9
PROJECT NO:
PLOT NAME :
9
CROSS SECTIONS:SHEET
PLOT SCALE :
2016-0990 CTH Y (RACINE AVE)WAUKESHA MUSKEGO TRAIL CROSS SECTIONS
10 FT
20 FT
LAYOUT NAME - 090219_xs
1 IN:20 FT HORZ. / 1 IN:10 FT VERT.
March 7, 2017
RE: Racine Avenue Recreation Trail
Dear Resident/Property Owner:
The City of Muskego is planning to construct an of f-road recreation trail on the west side
of Racine Ave. (CTH Y) from Woods Road to the existing trail at the Woodland Creek
Subdivision. The purpose of this project is to help improve roadway safety by building a
recreation trail for users to safely traverse along Racine Avenue and to link to other
recreation trails. The work will include the paving of an eight-foot wide paved recreation
trail, storm sewer and the installation/reconstruction of some ditches to improve/maintain
drainage along the roadway. Construction is currently planned for the summer of 2017
with completion in the fall of 2017.
I have enclosed a copy of the preliminary design plan sheet/s of the area in front of your
property. Please review these plans and feel free to contact me directly with any
questions, comments or concerns you may have. Please do not hesitate to contact me
directly at (262) 679-4156 or via email to dflamini@cityofmuskego.org.
Thank you,
City of Muskego
Daniel Flamini, R.L.S.
Lead Engineering Technician
cc: Mike Paulos, City Engineer
ENGINEERING DIVISION
W182 S8200 Racine Avenue
Muskego, Wisconsin 53150
(262) 679-4145 FAX (262) 679-5614
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PROPOSED18th AMENDEDWCA DISTRICT MAP
Proposed WCA Amendment 18
Existing WCA District
Property
I05001,000
Feet
Prepared by City of Muskego Planning Department 3/10/2018
AREA OF INTEREST
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EXHIBIT "B"
Page 1 of 2
EXHIBIT “A”
March 10th, 2017
Eighteenth Amended Legal Description for the
Water Capacity Assessment (WCA) District
All that part of Northeast ¼, Southeast ¼, and the Northwest ¼, of Section 13, Town 5
North, Range 20 East, in the City of Muskego, Waukesha County, Wisconsin, bounded
and described as follows:
Commencing at the Northeast corner of the Northeast ¼ of Section 13; thence Southerly
along the East line of the said Northeast ¼ a distance of 25.00 feet to the South right-of-
way line of the Wisconsin Electric and Power Company, said point also being the point
of beginning; thence Westerly along said right-of-way line, 2662 feet more or less to the
West line of said Northeast ¼; thence Continuing Westerly along said right -of-way,
1,330 feet more or less to the West line of the East ½ of the Northwest ¼ of said Section
13; thence Southerly along said West line 993 feet more or less to the Northwest corner
of Parcel 1 Certified Survey Map No. 8915; thence continuing Southerly along said West
line 802.11 feet; thence Easterly 270.00 feet; thence Southerly 357.99 feet, to the North
right-of-way line of Hi View Drive; thence continuing Southerly 60 feet more or less to
the South right-of-way line of said Drive; thence Easterly along said right-of-way line
155 feet more or less to the Northwest corner of lands identified by Tax-key No. 2210-
988; thence Southeasterly along the West line of said lands 490.67 feet to the South line
of the Northwest ¼ of said Section 13; thence Easterly along said South line 631.17 feet
to the Northwest corner of the Southeast ¼ of said Section 13; thence Easterly along the
North line of said Southeast ¼, said line also being the South line of Highview Acres, an
Unrecorded Plat, 1676.53 feet; thence Southerly 167.00 feet, to the North line of Lot 2,
Certified Survey Map No. 10870; thence Westerly along said North line 143.89 feet, to
the West line of said Lot 2; thence Southerly along said West line and the West line of
Lot 1 of said Certified Survey Map 628.00 feet, to the South right-of-way line of
Schaefer Road; thence Southeasterly 122.27 feet along said South line and along the arc
of a curve whose center is to the Southwest, with a radius of 190.00 feet, with a chord
length of 120.17 feet; thence Southeasterly 199.49 feet along said South line and along
the arc of a curve whose center is to the Northeast, with a radius of 310.00 feet, with a
chord length of 196.06 feet; thence Easterly along said South line 133.36 feet to a
Southwesterly right of way line of North Cape Road (C.T.H. “OO”); thence
Southeasterly along said Southwest line 171.44 feet, to a Westerly right of way line of
North Cape Road (C.T.H. “OO”); thence Southerly along said Westerly line 492.67 feet,
to a point on the Northerly right of way line of the North Cape Road (C.T.H. “OO”);
thence Easterly along said right of way line 17 feet more or less to the Westerly right of
way line of North Cape Road (C.T.H. “OO”); thence Southerly along said Westerly right-
of-way line 591 feet more or less to the extended South line of North Cape Farms a
subdivision located in the City of Muskego; thence Easterly along said Southerly line 543
feet more or less to a Southeasterly line of said North Cape Farms Subdivision, said point
also being the southeast corner of Lot 7 in said Subdivision; thence Northeasterly along
Page 2 of 2
said Southeasterly line 321.00 fee to the Southeast corner of said Subdivision, said point
also located on the East line of the Southeast ¼ of Section 13; thence Northerly along
said East line 1,948 feet more or less to the Southeast corner of the Northeast ¼ of said
Section 13; thence Northerly along the East line of the Northeast ¼ of said Section 13 a
distance of 2,634.07 feet to the point of beginning.
(See Attached Map)
Daniel Flamini, PLS #2486