HomeMy WebLinkAboutCity Council Packet 05-27-1998 SpecialPLYMOUTH CITY COUNCIL
SPECIAL MEETING WITH ORONO CITY
COUNCIL
MAY 279 1998
5:30 PM
PUBLIC SAFETY TRAINING ROOM
I. Ferndale Road Improvements from Co. Rd. 6 to Hwy. 12, City Project 6007
II. Amusement License Approval
CITY OF
PLYMOUTFF
May 21, 1998
I hereby amend the call and agenda for the Special City Council Meeting on May 27,
1998 at 5:30 PM, to include the approval of an amusement license for Gopher State
Expositions.
Ie -fin
Joyce n H ierney, Mayor
PLYMOUTH A Beau tifuf Place To Give
3400 PLYMOUTH BOULEVARD • PLYMOUTH, MINNESOTA 55447-1482 • TELEPHONE (612) 509-5000
www.ci.plymouth.mn.us
DATE: May 21, 1998
TO: Mayor and City Council
FROM: Dwight D. Johnson, City Manager
SUBJECT: Summary of Agenda Items for May 27" Special Meeting
On Wednesday, at 5:30 p.m., we are scheduled to meet with the Orono City Council in
our Public Safety Training Room. The subject is Ferndale Road. When Fred returns
from vacation on Tuesday, he will draft a brief "issues" paper, which will be an
outline of subjects the two councils should discuss that evening. The issues paper will
be done in cooperation with Orono staff.
At this writing, we are expecting three issues to be discussed: (1) the width of the road,
2) the cost sharing agreement, and (3) surmountable curbs vs. vertical curbs.
Road width. The choices are 28 feet in width, 32 feet which would include bike lanes
on the street, and 28 feet width with turn lanes (effectively 36' in many areas). The
pros and cons of each are shown in the traffic study.
What the traffic study does not consider is the character of the neighborhood and how
the road design influences it. Both the residents and the Orono Council favor the 28
foot option to maintain the character of the neighborhood as a transition to the more
rural Orono community.
Cost Sharing. Orono has proposed a 50-50 cost split for the whole project. While
this pays for 50% of the trail on the Plymouth side, it also has Plymouth paying for the
southerly section of the road that is entirely in Wayzata and Orono and does not even
touch Plymouth. Wayzata and Orono negotiated for several years regarding this stretch
of road before reaching an agreement based on tradeoffs. In an alternate scenario where
we pay all of our trail costs, but Orono pays for the section it has with Wayzata,
Plymouth's costs are reduced several tens of thousands of dollars.
p1y_nt\ntdisk1\Administration Department\Smff\DWIGHnMEMO\agdsm527.doc
Curb design. Mayor Tierney would like consideration of surmountable curbs so that
any bicyclists riding on the road surface could "bail out" quickly if a large truck or
similar traffic hazard threatened a bicyclist on a possible 28' street. However,
surmountable curbs could invite motorists to drive -up on the boulevard, or even the
trail on the east side which would threaten trail users. Fred will favor the vertical
curbs for this road. As for bailing out, bicyclists can either use the trail provided or
can seek the nearest driveway or street opening. We do not know if Orono has any
particular preference on curbs.
Other agenda item. We will be asking Mayor Tierney to amend the call of the
meeting to add one other item: approval of a temporary amusement license at Four
Seasons mall. The applicant brought the application in Thursday after the last council
meeting. The ordinance requires that the Council approve amusement licenses. This
event is a four day carnival and has been approved in previous years. The applicant
has already advertised the event, which is to begin on May 28`''. Staff will recommend
approval.
ply_nt\ntdiskl\Administration Department\Staft\DWIGHnMEMO\agdsm527.dm
Report For
Ferndale Road
Street and Storm Sewer Improvements
Project No. 607
Plymouth, Minnesota
April, 1998
File No. 70303
Bonestroo
Rosene
Anderlik &
Associates
Engineers & Architects
JABonestroo
0Rosene
Anderlik &
Associates
Engineers & Architects
April 8, 1998
Honorable Mayor and City Council
City of Plymouth
3400 Plymouth Boulevard
Plymouth, Minnesota 55447-1482
Bon.estrou, Posene, Anderlik and Associates, iric is an Affirmative Action "Equal Opportunity Emplc ler
Principals: Otto G. Bonestroo, RE. • Joseph C Anderlik, RE. • Marvin L. Sorvala, RE.
Richard E. Turner. Pte. • Glenn R. Cook, P.E. • Robert G. Schunicht, P.E. • Jerry A. Bourdon, P.E.
Robert W. Resene, RE. and Susan M. Eberlin, C.RA., Senior Consultants
Associate Princ,pals. Howard A. Sanford, RE. Keith A. Gordon, P.E. • Robert R. Pfefferle, P.E.
Richard W Foster, P.E. • David O. Loskota, P.E. • Robert C. i2,:, —' i,J.A' • Mark A. Hanson, P.E.
Michael T.'Zautmann, P.E. • led K.Field, P.E. • Kenneth P Anderson, P.E. • Mark R. Rolts, P.E.
Sidney P Williamson, PE., L.S. • Robert F. Ko' •.mith
Offices.St. "aw, Rochester, Willmar and St. Cloud, CMN • Milwaukee, WI
Re: Ferndale Road Reconstruction
SAP 155-178-01 and 152-110-01
City Project No. 607
File No. 70303
Dear Mayor and Council:
Attached is our report for the proposed reconstruction of Ferndale Road from Trunk Highway 12 to
County Road 6. The report provides a detailed cost estimate of the work being considered and a
plan of the area. The work as proposed will be in accordance with Municipal State Aid standards.
Project costs which are eligible for Municipal State Aid rei Yruursement are described in the Cost
Analysis section.
We would be pleased meet with the City Council and staff at your convenience to review the
proposed project.
Respectfully submitted,
BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC.
Thomas P. Kellogg
Attach.
I hereby certify that this report was prepared by me or under my
direct supervision and that I am a duly Registered Professional
Engineer under the laws of the State of Minnesota.
Glenn R. Cook, P.E.
Date: April 8, 1998 Reg. No. 9451
2335 West Highway 36 St. Paul, MN 55113 612-636-4600 Fax: 612-636-1311
Table of Contents
Transmittal Letter
Table of Contents
Introduction
Proposed Improvements
Permits and Easements
Cost Analysis
Conclusions and Recommendations
Figures
Appendices A through F — Construction Costs
Plymouth Feasibility Report — Ferndale Road Reconstruction 2
1.
2.
3.
4.
10.
11.
13.
Introduction
Ferndale Road from County Road 6 to Highway 12 is approximately one -mile in length
with a centerline that defines the boundary between Orono, to the west, and Plymouth and
Wayzata, to the east. The entire roadway lies within the corporate limits of Plymouth and
Orono. The City of Orono has requested that the City of Plymouth act as the lead agency
for this reconstruction project. The City of Plymouth has requested the preparation of this
report to evaluate the feasibility of reconstructing Ferndale Road from Trunk Highway 12 to
County Road 6 to meet State Aid standards. The project location is shown on Figure 1,
proposed storm sewer improvements are shown on figure 2, and the proposed street
improvements are presented on Figures 3 through 8 in this report
The purpose of this report is to define the improvements and provide estimated project costs
to determine project feasibility.
Plymouth Feasibility Report — Ferndale Road Reconstruction
Proposed Improvements
Ferndale Road Reconstruction
Ferndale Road is designated on the City's Municipal State Aid Street System and is
classified as a minor collector roadway. The function of a collector roadway is to collect
traffic from local streets and connect to arterial roadways. This section of Ferndale Road is
presently in poor condition with significant surface distress. Inadequate sight distances at
some locations present safety concerns. The existing street consists of a 6.7 meter (22 feet)
wide bituminous surface with 1 meter (3 feet) gravel shoulders. The drainage along the
roadway is currently directed to shallow ditches.
Femdale Road, as presented in this report, is proposed to be constructed to a 9 ton design
with B618 concrete curb and gutter. The urban design with curb and gutter provides a more
efficient drainage system, minimizes the need for additional right-of-way and significantly
reduces tree removal. The north end of Ferndale Road will be widened to provide a single
southbound lane and two northbound lanes. The two northbound lanes will allow for east
and westbound turning movements onto County Road 6. The hill north of Sixth Avenue
will need to be lowered to meet a 30 -mph design and improve sight distances. Also, a 3
meter (10 feet) wide bituminous walkway is proposed along the east side of the street from
the Luce Line trail to County Road 6. The walkway will be graded south of the Luce Line
trail to the Highway 12 bridge as part of the project. Future construction of the walkway
south of the Luce Line trail will be the responsibility of Wayzata. The walkway would be
located 1.5 meters behind the curb where topography and right-of-way permits. In areas
where trees are to be preserved or embankments are steep the walkway will abut the back of
curb. Pedestrian curb ramps will be required at all locations where the walkway intersects
the street.
A concrete walkway was considered as an alternate pathway design as part of this report.
The walkway would be 1.8 meters (6 feet) in width constructed of 100 mm (4 inches) of
concrete and 100 mm (4 inches) of aggregate base. The walkway would be located 1.5
meters (4 feet) behind the curb. The cost to constrict the concrete walkway is
approximately 32 percent more than the cost to construct the bituminous pathway. A
detailed cost analysis for the concrete walkway and the bituminous pathway are included in
the Appendices of this report.
As part of the street improvements, all existing driveways are proposed to be paved to
match the existing pavement. Retaining walls, berms or hedges are proposed in some areas
to preserve specimen trees and provide privacy for yards and houses close to the right of
way. Where practical, trees will be planted from nursery stock to replace those trees
removed during construction.
Plymouth Feasibility Report — Ferndale Road Reconstruction 4
Traffic Analysis
Based on traffic counts conducted by City's Public Works Department, the average daily
traffic volumes (ADT) on the north and south ends of Ferndale Road from Trunk Highway
12 to County Road 6 are 3200 and 3500 vehicles per day (VPD) respectively. Using
Hennepin County's twenty-year projection factor of 1.5, the ADT in the year 2017 will be
about 5000 VPD.
Left turning movements from Ferndale Road onto the residential streets that intersect Ferndale
Road were studied as part of this report. Turning volumes were determined by using the
number of dwelling units that have access to the individual streets, calculating the daily trip
generation of these uses, and assigning the left turn volumes using a 50/50 north -south
directional distribution. Based upon these assumptions, the estimated daily left turn volumes
and afternoon peak hour left turn volumes are shown on the following page.
Estimated Left Turns From Ferndale Road to: Daily Left Turns P.M. Peak Hour
Left Turns
12
th
Avenue North 20 3
Lydiard Road 40 6
11
th
Avenue North 15 2
Brockton Lane North (North leg) 140 20
Orono Private Street 20 3
6t'
Avenue North 140 20
Chevy Chase Drive 105 15
Brockton Lane North (South leg) 140 20
Northgate 20 3
Ridgeview Drive 125 20
Ferndale Green 25 4
While the traffic volumes on Ferndale Road will increase with time due to other development in
the area, the left turn volumes to the above referenced streets should remain constant.
Plymouth Feasibility Report — Ferndale Road Reconstruction 5
Using an assumed peak hour percentage of 12 percent, the existing daily volume of 3500 VPD
and a directional split of 60/40, the peak hour flow on Ferndale Road is 250 in the major
direction and 170 in the off-peak direction. The future volume projection of 5000 VPD
translates to a peak hour flow of 360 in the peak direction and 240 in the off-peak direction.
Considering the left turn lane warrants contained in the State of Minnesota Road Design
Manual for rural intersections of roadways with a 70 km/h (43 mph) design speed (the
minimum speed used in the manual), none of the intersections along Ferndale Road warrant a
left turn lane. 'These warrants are based on the volume estimates. If peak hour left turns
increased to 50 or greater for any of the intersections, a left turn lane would be warranted at that
location based on the State of Minnesota Road Design Manual.
There are advantages to left turn lanes that need to be stated. The primary benefits are safety
oriented. The left turn lane allows for left turning vehicles to move from the through lane thus
decreasing the potential for rear end accidents. A left turning vehicle in a left turn lane
decreases the delay to through traffic and the intersection capacity is increased. A 1976 traffic
analysis of North Ferndale Road conducted by Barton-Aschman Associates recommended that
left turn lanes be constructed at 6`'' Avenue North, Chevy Chase Drive and the north and south
legs of Brockton Lane North.
Street Width Options
Three width options for the reconstruction of Ferndale Road are presented in this report.
The proposed street width options for Ferndale Road are as follows:
8.4 meters (28 feet) with turn lanes,
9.8 meters (32 feet) with no turn lanes
8.4 meters (28 feet) with no turn lanes
Typical sections and striping layouts for all three options are shown on Figures 3 through 8
in this report. A summary of the advantages and disadvantages for the three options is
presented below.
Option 1: 8.4 meters (28 feet) face to face where no turn lanes are present
11 meters (36 feet) face to face where turn lanes are present
Advantages:
Provides landscaped traffic islands
Provides room for turn lanes, improving safety
Decreases delays to through traffic
Turn lanes will increase roadway capacity
Plymouth Feasibility Report — Ferndale Road Reconstruction T
Turn lanes will increase traffic safety
Provides greatest flexibility for curvilinear alignment
Disadvantages:
Has the potential for increasing speeds (1-2 mph)
Provides no room for bicycle / pedestrian lane
Option 2: 9.8 meters (32 feet) face to face
Advantages:
Allows operation flexibility with lane striping, either 2-12 foot traffic lanes and 2-4 foot
bicycle lanes or 2-11 foot driving lanes and 1-8 foot parking lane
Lane width provides for safer traffic movement, allows for increased reaction time
Provides some room for bicyclists
Disadvantages:
Does not provide turn lanes for traffic safety
Will not have the potential for decreasing speeds (1-2 mph)
Option 3: 8.4 meters (28 feet) face to face
Advantages:
Minimum width as recommended by state aid standards, least expensive option
Provides an adequate through lane for traffic in each direction
Has the potential of increasing traffic delays which may reduce speeds
Disadvantages:
Does not provide room for turn lanes, decreases safety of turning and through traffic
Winter snow and ice accumulation may narrow roadway
Does not provide room for on street pedestrian and bicycle traffic
Has the potential of increasing traffic delays
In an effort to help promote slower traffic speeds, a curvilinear horizontal alignment
for all street options will be encouraged to the extents possible in the design phase of
this project.
Plymouth Feasibility Report — Ferndale Road Reconstruction 7
The Cities of Plymouth and Orono will need to review the three street width options. Both
cities should then come to an agreement on street width prior to ordering plans and
specifications. It should be noted that the three proposed street widths do not vary
significantly in terms of their impacts to adjacent properties.
Street Design
The criteria for the roadway designs are based on Mn/DOT State Aid standards. The
proposed design speed for Ferndale Road is 30 miles per hour (mph). The proposed
pavement section for Ferndale Road, which is based on the anticipated traffic volumes over
the next 20 years, is presented below:
50mm (2") Type 41 bituminous wearing course
75mm (3") Type 31 bituminous base course
400mm (16") Aggregate base, Class 5, 100% crushed rock
Soil borings have been taken along the project that show the presence of some organic
materials. Organics encountered in the subgrade will be excavated and replaced with a
suitable clay or granular material. The street section will be reinforced with a geotextile
stabilization fabric that will also provide separation between the subgrade and the aggregate
base.
Water Main
An existing water main stub located near Ferndale Green on the south end of the project
would be extended southerly off of the roadway as part of the street construction. The
extension would allow for a future water main connection to the City of Wayzata without
disturbing Ferndale Road. A 200 mm stub would be provided on the east side of Ferndale
Road approximately 100 meters north of Twelfth Avenue to serve any future Plymouth
development.
Storm Drainage
As part of the street reconstruction on Ferndale Road, storm sewer is proposed to be
constructed to improve the drainage along the street. Storm sewer would be installed at the
five low points on the roadway. Storm drainage would be directed southerly and easterly to
existing ponding areas and wetlands. The cities of Medina, Plymouth and Orono with the
Minnehaha Creek Watershed District (MCWD) are currently working towards solving a
high water level problem in Mooney Lake located just north of County Road 6 at Ferndale
Road. A possible solution to reduce the water level in Mooney Lake is to provide off-peak
pumping from the lake to the Ferndale system. The storm sewer on the north end of the
project has been sized to accommodate 1 cubic foot per second (cfs) of stormwater should
Plymouth Feasibility Report — Ferndale Road Reconstruction N.
flows from Mooney Lake be diverted to this system. The cities of Plymouth and Wayzata
will need to review their existing drainage systems to verify that the additional flows are
acceptable.
Storm sewer design and calculations will need to be submitted to the MCWD for their
review. Storm water quality ponds may be required by the MCWD as part of the project.
Because the land adjoining the project is nearly fully developed, property to construct ponds
may be impossible or impractical to obtain. If the project requires ponding, the MCWD
may allow payment to a general water quality fund in lieu of pond construction. The
construction of the trail would result in a net hardcover increase of approximately 0.33
acres. Based on their current formula, it is anticipated that a payment to the MCWD of
5,000 would be required for the trail construction. The size of the total payment is
primarily a function of the net hardcover increase and will depend upon the width of the
roadway constructed. Currently, MCWD rules are currently being reviewed by the
Watershed and may be revised later this year.
Construction Sequencing
The roadway will be constructed in a manner so as to minimize any impacts to adjacent
residential access. Each day the contractor will excavate a section of roadway to full width
and grade, install fabric and place the 400mm of Class 5 aggregate base. The street would
then be opened to traffic at the end of the construction day. Access would only be restricted
during the day and limited to a segment that can be completed. Through traffic will not be
allowed during construction to increase construction safety. Emergency vehicle access
would be maintained throughout the project. Traffic would have either a reclaimed
bituminous or new gravel surface to travel on during non -construction hours.
Plymouth Feasibility Report — Ferndale Road Reconstruction 9
Permits and Easements
The reconstruction of Ferndale Road will require a Minnesota Pollution Control Agency
Storm Water permit, a Minnehaha Creek Watershed District permit and State Aid plan
approval. The DNR may require a permit for storm sewer improvements near the Luce
Line trail. Construction easements will be necessary to construct the street improvements on
Ferndale Road. The majority of the easements will be along the roadway and relatively
minor in nature. Storm sewer easements will be required for any ponding off of Ferndale
Road.
Plymouth Feasibility Report — Ferndale Road Reconstruction 10
Cost Analysis
Cost Summary
Detailed cost estimates for the three project options have been prepared and are included in
the Appendices of this report. All costs are based on anticipated unit prices for the 1998
construction season and can be related to the ENR index for March, 1998 of 5875. The
total project costs include five (5) percent for contingencies and twenty (20) percent for
legal, engineering and administration. No costs are included for MCWD general fund
contributions, easement acquisition or city legal fees.
The cost breakdown is based on the assumption that the Cities of Plymouth and Orono will
share equally in the street and storm sewer costs for Ferndale Road north of Wayzata where
the street lies equally within each city. The City of Orono will bear all costs for street and
storm sewer construction between the Trunk Highway 12 bridge and the Plymouth / Orono
border where the street is entirely within the City of Orono. The City of Plymouth will be
responsible for costs associated with walkway construction north of the Luce Line trail. The
City of Wayzata would be responsible for any future construction costs if the walkway is
constructed south of the Luce Line trail.
Assessments
It is anticipated that the City of Orono will not assess any residents for the project. The
City of Plymouth will assess the residents that have direct access onto Ferndale Road. Any
assessments will be in accordance with current City street reconstruction policy.
State Aid Participation
We have estimated that 100% of the street, 80% of the storm sewer and 100% of the
walkway costs would be eligible for State Aid reimbursement. This cost estimate does not
include easement acquisition costs. Although a portion of the easement acquisition costs
would be eligible for State Aid reimbursement, the administration and a portion of the legal
costs are not.
Plymouth Feasibility Report — Ferndale Road Reconstruction 11
The following is a summary of the estimated project costs for each City based on the cost
sharing assumptions and if Option 1 (8.4 meter wide roadway with turn lanes) is
constructed:
The total cost for Option 2 is $1,371,696 and the total cost for Option 3 is $1,301,033.
Detailed cost estimates for Options 2 and 3 are included in the Appendices of this report.
Plymouth Feasibility Report — Ferndale Road Reconstruction 12
Orono Orono State
Aid
Plymouth Plymouth
State Aid
Total
Street 0 657,846 0 432,709 1,090,555
Storm Sewer 32,544 130,176 21,462 85,848 270,030
Walkway 4$32,544
0 0 0 86,121 86,121
Total 788,022 L—$21,462 604,678 1,446,706
The total cost for Option 2 is $1,371,696 and the total cost for Option 3 is $1,301,033.
Detailed cost estimates for Options 2 and 3 are included in the Appendices of this report.
Plymouth Feasibility Report — Ferndale Road Reconstruction 12
Conclusions and Recommendations
The street, storm sewer and walkway improvements for the three options presented in this
report are desirable and feasible as related to costs and construction. The project is in
accordance with the City Municipal State Aid Street Plan. Based on information contained
in this report, the following recommendations are presented for consideration by the City
Council:
That this report be adopted by the City of Plymouth and the City of Orono as a guide
for construction of the proposed improvements.
That the Cities of Plymouth and Orono reach an agreement on the width of street to be
constructed.
That the Cities conduct a legal and fiscal review of the proposed project.
That an informational meeting be scheduled to receive input from the affected property
owners.
If the project is to proceed, the City of Plymouth will need to hold a public hearing to
allow for assessments on certain properties.
That the following schedule be implemented if the project is to proceed:
Receive Preliminary Report ........................................................... April, 1998
Hold Informational Meeting........................................................... April, 1998
Hold Public Hearing........................................................................ May, 1998
Order Plans and Specifications .....................
Approve Plans and Specifications
BidDate ...................................
Award Contract
Start Construction
Complete Surfacing and Restoration.
June, 1998
August, 1998
September, 1998
September, 1998
September, 1998
September, 1999
Plymouth Feasibility Report — Ferndale Road Reconstruction 13
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DETAIL
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TYPICAL SECTION — 8.4m (28 FEET) FACE TO FACE Bonestroo
Rosene
PLYMOUTH, MINNESOTA FIGURE 5 ® Anderlik &
FERNDALE RD. — PROJECT 607
Associates
S.A.P. 155-178-01 & 152-1 10-01
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APPENDIX A
ESTIMATED CONSTRUCTION COST FOR STREET AND WATER MAIN IMPROVEMENTS
OPTION 1: 8.4 METER (28 FEET) FACE TO FACE WITH TURN LANES
FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER
ITEM UNIT
UNIT
PRICE
EST.
QUANTITY
EST.
COST
MOBILIZATION L.S. 20000.00 0.79 15,800
CLEAR AND GRUB L.S. 20000.00 0.79 15,800
LANDSCAPING L.S. 20000.00 0.79 15,800
TRAFFIC CONTROL L.S. I 10000.00 0.79 7 900
RETAINING WALL S.M. 150.00 270 40,500
400 MM X 200 MM WET TAP EA. 2000.00 1 2,000
200 MM DIP WATER MAIN M 150.00 5 750
REMOVE BITUMINOUS PAVEMENT S.M. 3.00 9,700 29,100
COMMON EXCAVATION C.M. 5.00 8,500 42,500
100 mm PVC PERFORATED PIPE SUBDRAIN M 20.00 75 1,500
GEOTEXTILE REINFORCEMENT FABRIC S.M. 3.00 17,100 51,300
GRANULAR SUBBASE C.M. 11.00 1,200 13,200
AGGR BASE, CL.5 100% CR ROCK 400 mm M. TON 11.00 17,400 191,400
TP 31 BIT. BASE COURSE, 75 mm THICK M. TON 32.00 2,800 89,6001
TP 41 BIT. WEAR COURSE 50 mm THICK M. TON 34.00 1,9001 64,600
BITUMINOUS MATERIAL FOR TACK L 1.00 3,7501 3,750
B618 CONCRETE CURB AND GUTTER M 21.00 2,650 55,650
PAVEMENT MARKING M 0.80 5,300 4,240
FURNISH & INSTALL SIGN PANELS S.M. 275.00 10 2,750
SODDING W/ 100 MM TOPSOIL S.M. 3.50 10,200 35,700
SEEDING W/ MULCH FERTILIZER & TOPSOIL ha 3000.00 1 3,000
ESTIMATED CONSTRUCTION COST
5% CONTINGENCIES
20% LEGAL, ENGINEERING AND ADMINISTRATION
TOTAL ESTIMATED COST
686,840
34,342
721,182
144,236
865,418
APPENDIX B
ESTIMATED CONSTRUCTION COST FOR STREET AND WATER MAIN IMPROVEMENTS
OPTION 1: 8.4 METER (28 FEET) FACE TO FACE WITH TURN LANES
FERNDALE ROAD SOUTH OF WAYZATA / PLYMOUTH BORDER
ITEM UNIT
UNIT
PRICE
EST.
QUANTITY
EST,
COST
MOBILIZATION L.S. 20000.00 0.21 4,200
CLEAR AND GRUB L.S. 20000.00 0.21 4,200
LANDSCAPING L.S. 20000.00 0.21 4,200
TRAFFIC CONTROL L.S. 10000.00 0.21 2,100
150 mm DIP WATER MAIN M 150.00 15 2,250
REMOVE BITUMINOUS PAVEMENT S.M. 3.00 2,600 7,800
COMMON EXCAVATION C.M. 5.00 2,900 14,500
100 mm PVC PERFORATED PIPE SUBDRAIN M 20.00 25 500
GEOTEXTILE REINFORCEMENT FABRIC S.M. 3.00 4,600 13,800
GRANULAR SUBBASE C.M. 11.00 300 3,300
AGGR BASE CL.5 100% CR ROCK 400 mm M. TON 11.00 4,7001 51,700
TP 31 BIT. BASE COURSE 75 mm THICK M. TON 32.00 750 24,000
TP 41 BIT. WEAR COURSE, 50 mm THICK M. TON 34.00 500 17,000
BITUMINOUS MATERIAL FOR TACK L 1.00 1,000 1,000
B618 CONCRETE CURB & GUTTER M 21.00 710 14,910
PAVEMENT MARKING M 0.80 1,400 1,120
FURNISH & INSTALL SIGN PANELS S.M. 275.001 41 1,100
SODDING W/ 100 mm TOPSOIL S.M. 3.502,800 9,800
SEEDING W/ MULCH FERTILIZER & TOPSOIL ha 3000.00 0.41 1,200
ESTIMATED CONSTRUCTION COST
5% CONTINGENCIES
20% LEGAL, ENGINEERING AND ADMINISTRATION
TOTAL ESTIMATED COST
178,680
8,934
187,614
37,523
225,11
f LI
APPENDIX C
ESTIMATED CONSTRUCTION COST FOR TRAIL IMPROVEMENTS
OPTION 1: 8.4 METER (28 FEET) FACE TO FACE WITH TURN LANES
FF,RNDALE ROAD BETWEEN LUCE LINE AND C.R. 6
APPENDIX D
ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS
OPTION 1: 8.4 METER (28 FEET) FACE TO FACE WITH TURN LANES
FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER
ITEM UNIT
UNIT EST. EST.
ITEM UNIT PRICE QUANTITY COST
COMMON EXCAVATION C.M. 5.00 600 3,000
AGGR BASE, CL.5 100% CR ROCK 150 mm M. TON 11.00 1,750 19,250
TP 41 BIT. WEAR COURSE 50 mm THICK M. TON 50.00 600 30,000
SODDING W/100 mm TOPSOIL S.M. 3.50 2,600 9 100
CONCRETE PEDESTRIAN RAMP EA. 500.00 14 7,000
ESTIMATED CONSTRUCTION COST
EA 1500.00 3
68,350
5% CONTINGENCIES
M 40.00 200
3,418
STANDARD CATCHBASIN EA 1000.00 9
71,768
20% LEGAL, ENGINEERING AND ADMINISTRATION
I EA 1 1500.00 121
14,354
TOTAL ESTIMATED COST
EA 1500.00 1
86,121
APPENDIX D
ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS
OPTION 1: 8.4 METER (28 FEET) FACE TO FACE WITH TURN LANES
FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER
ITEM UNIT
UNIT
PRICE
EST.
QUANTITY
EST.
COST
300 mm RCP STORM SEWER M 80.00 1431 11,440
375 mm RCP STORM SEWER M 90.00 4101 36,900
450 mm RCP STORM SEWER M 110.00 61 660
525 mm RCP STORM SEWER M 130.00 5051 65,650
6600 mm RCP STORM SEWER M 140.00 50 7,000
300 mm RCP F.E.S. W /TRASH GUARD EA 1000.00 1 1,000
600 mm RCP F.E.S. W /TRASH GUARD EA 1500.00 3 4,500
375 mm CMP CULVERT M 40.00 200 8,000
STANDARD CATCHBASIN EA 1000.00 9 9,000
STANDARD CATCHBASIN MANHOLE I EA 1 1500.00 121 18,000
STANDARD STORM SEWER MANHOLE EA 1500.00 1 1,500
IMPROVED PIPE FOUNDATION M 3.00 1,114 3,342
MECHANICAL TRENCH COMPACTION M 3,00-11141 3,342
ESTIMATED CONSTRUCTION COST
5% CONTINGENCIES
20% LEGAL, ENGINEERING AND ADMINISTRATION
i TOTAL ESTIMATED COST
170,334
8,517
178,851
35,770
214,621
APPENDIX E
ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS
OPTION 1: 8.4 METER (28 FEET) FACE TO FACE WITH TURN LANES
FERNDALE ROAD SOUTH OF WAYZATA / PLYMOUTH BORDER
ITEM UNIT
UNIT
PRICE
EST.
QUANTITY
EST.
COST
300 mm RCP STORM SEWER M 80.00 ill 880
375 mm RCP STORM SEWER M 90.00 126 11,340
450 mm RCP STORM SEWER M 110.00 12 1,320
525 mm RCP STORM SEWER M 130.00 120 15,600
600 mm RCP STORM SEWER M 140.00 7 980
600 mm RCP F.E.S. w /trash guard EA 1500.00 1 1,500
375 mm CMP CULVERT M 40.00 30 1,200
STANDARD CATCHBASIN EA 1000.00 2 2,000
STANDARD CATCHBASIN MANHOLE EA 1500.00 5 7,500
IMPROVED PIPE FOUNDATION M 3.00 276 828
MECHANICAL TRENCH COMPACTION M 3.00 276 828
ESTIMATED CONSTRUCTION COST
5% CONTINGENCIES
20% LEGAL, ENGINEERING AND ADMINISTRATION
iTOTAL ESTIMATED COST
43,976
2,199
46,175
9,235
55_410
OPTION 1 COST SUMMARY ORONO PLYMTH TOTAL
A. STREET IMPROVEMENTS N. OF WAYZATA/PLY. BORDER 865418
B. STREET IMPROVEMENTS S. OF WAYZATA/PLY. BORDER 225,137
C. TRAIL IMPROVEMENTS:
M432,709432,709
86,121
D. STORM IMPROVEMENTS N. OF WAYZATA/PLY. BORDER 214,621
E. STORM IMPROVEMENTS S. OF WAYZATA/PLY. BORDER 55,410
F. TOTAL ESTIMATED PROJECT COSTS 820,5661 626,1411 1,446,707
APPENDIX A
ESTIMATED CONSTRUCTION COST FOR STREET AND WATER MAIN IMPROVEMENTS
OPTION 2:9.8 METER (32 FEET) FACE TO FACE
FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER
fti3t .,{"
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45';.
P'. ..
4..m 4•. f. 3yj,_IA
V•^„'»^
w°... it'd?3es.'i,4+T•JAifi 6e.rR
MOBILIZATION L.S. 20,000.00 0.79 15,800
CLEAR AND GRUB L.S. 20,000.00 0.79 15,800
LANDSCAPING L.S. 20,000.00 0.79 15,800
TRAFFIC CONTROL L.S. 10,000.00 0.79 7,900
RETAINING WALL S.M. 150.00 270 40,500
400 MM X 200 MM WET TAP EA. 2,000.00 1 2,000
200 MM DIP WATER MAIN M 150.00 5 750
REMOVE BITUMINOUS PAVEMENT S.M. 3.00 9,700 29,100
COMMON EXCAVATION C.M. 5.00 7,700 38,500
100 mm PVC PERFORATED PIPE SUBDRAIN M 20.00 75 1,500
GEOTEXTILE REINFORCEMENT FABRIC S.M. 3.00 15,400 46,200
GRANULAR SUBBASE C.M. 11.00 1,100 12,100
AGGR BASE, CL.5 100% CR ROCK 400 mm M. TON 11.00 15,700 172,700
TP 31 BIT. BASE COURSE, 75 mm THICK M. TON 32.00 2,500 80,000
TP 41 BIT. WEAR COURSE, 50 mm THICK M. TON 34.00 1,700 57,800
BITUMINOUS MATERIAL FOR TACK L 1.00 3,400 3,400
B618 CONCRETE CURB AND GUTTER M 21.00 2,650 55,650
PAVEMENT MARKING M 0.80 5,300 4,240
FURNISH & INSTALL SIGN PANELS S.M. 275.00 10 2,750
SODDING W/ 100 MM TOPSOIL S.M. 3.50 10,200 35,700
SEEDING W/ MULCH, FERTILIZER & TOPSOIL ha 3000.00 1 3,000
ESTIMATED CONSTRUCTION COST
5% CONTINGENCIES
20% LEGAL, ENGINEERING AND ADMINISTRATION
TOTAL ESTIMATED COST
641,190
32,060
673,250
134,650
807,899
APPENDIX B
ESTIMATED CONSTRUCTION COST FOR STREET AND WATER MAIN IMPROVEMENTS
OPTION 2: 9.8 METER (32 FEET) FACE TO FACE
FERNDALE ROAD SOUTH OF WAYZATA / PLYMOUTH BORDER
sxs
rjvITEM ..` .....,UNIT-'. >P! #°.
RN
N .` .r
MOBILIZATION L.S. 20,000.00 0.21 4,200
CLEAR AND GRUB L.S. 20,000.00 0.21 4,200
LANDSCAPING L.S. 20,000.00 0.21 4,200
TRAFFIC CONTROL L.S. 10,000.00 0.21 2,100
150 mm DIP WATER MAIN M 150.00 15 2,250
REMOVE BITUMINOUS PAVEMENT S.M. 3.00 2,600 7,800
COMMON EXCAVATION C.M. 5.00 2,600 13,000
100 mm PVC PERFORATED PIPE SUBDRAIN M 20.00 25 500
GEOTEXTILE REINFORCEMENT FABRIC S.M. 3.00 4,200 12,600
GRANULAR SUBBASE C.M. 11.00 270 2,970
AGGR BASE, CL.5 100% CR ROCK 400 mm M. TON 11.00 4,200 46,200
TP 31 BIT. BASE COURSE, 75 mm THICK M. TON 32.00 675 21,600
TP 41 BIT. WEAR COURSE, 50 mm THICK M. TON 34.00 450 15,300
BITUMINOUS MATERIAL FOR TACK L 1.00 900 900
B618 CONCRETE CURB & GUTTER M 21.00 710 14,910
PAVEMENT MARKING M 0.80 1,400 1,120
FURNISH & INSTALL SIGN PANELS S.M. 275.00 4 1,100
SODDING W/ 100 mm TOPSOIL S.M. 3.50 2,800 9,800
SEEDING 'MULCH, FERTILIZER & TOPSOIL ha 3000.001 0.4 1,200
ESTIMATED CONSTRUCTION COST
5% CONTINGENCIES
20% LEGAL, ENGINEERING AND ADMINISTRATION
TOTAL ESTIMATED COST
165,950
8,298
174,248
34,850
209,097
APPENDIX C
ESTIMATED CONSTRUCTION COST FOR TRAIL IMPROVEMENTS
OPTION 2: 9.8 METER (32 FEET) FACE TO FACE
FERNDALE ROAD BETWEEN LUCE LINE AND C.R. 6
APPENDIX D
ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS
OPTION 2:9.8 METER (32 FEET) FACE TO FACE
FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER
gg
m' IT. NIT,\
J gaIT
M
i.
140
COMMON EXCAVATION C.M. 5.00 600 3,000
AGGR BASE, CL.5 100% CR ROCK 150 mm M. TON 11.00 1,750 19,250
TP 41 BIT. WEAR COURSE, 50 mm THICK M. TON 50.00 600 30,000
SODDING W/100 mm TOPSOIL S.M. 3.50 2,600 9,100
CONCRETE PEDESTRIAN RAMP EA. 500.00 14 7,000
ESTIMATED CONSTRUCTION COST
300 mm RCP F.E.S. W /TRASH GUARD EA
68,350
5% CONTINGENCIES
1,000
600 mm RCP F.E.S. W /TRASH GUARD
3,418
1500.00 3 4,500
71,768
20% LEGAL, ENGINEERING AND ADMINISTRATION
40.00 200
14,354
TOTAL ESTIMATED COST
EA 1000.00
86,121
APPENDIX D
ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS
OPTION 2:9.8 METER (32 FEET) FACE TO FACE
FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER
gg
300 mm RCP STORM SEWER M 80.00 140 11,200
375 mm RCP STORM SEWER M 90.00 405 36,450
450 mm RCP STORM SEWER M 110.00 5 550
525 mm RCP STORM SEWER M 130.00 505 65,650
600 mm RCP STORM SEWER M 140.00 50 7,000
300 mm RCP F.E.S. W /TRASH GUARD EA 1000.00 1 1,000
600 mm RCP F.E.S. W /TRASH GUARD EA 1500.00 3 4,500
375 mm CMP CULVERT M 40.00 200 8,000
STANDARD CATCHBASIN EA 1000.00 9 9,000
STANDARD CATCHBASIN MANHOLE EA 1500.00 12 18,000
STANDARD STORM SEWER MANHOLE EA 1500.00 1 1,500
IMPROVED PIPE FOUNDATION M 3.00 1,105 3,315
MECHANICAL TRENCH COMPACTION M 3.00 1,105 3,315
ESTIMATED CONSTRUCTION COST
5% CONTINGENCIES
20% LEGAL, ENGINEERING AND ADMINISTRATION
TOTAL ESTIMATED COST
169,480
8,474
177,954
35,591
213,545
APPENDIX E
ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS
OPTION 2: 9.8 METER (32 FEET) FACE TO FACE
FERNDALE ROAD SOUTH OF WAYZATA / PLYMOUTH BORDER
M IT"
STREET IMPROVEMENTS N. OF WAYZATA/PLY. BORDE
ES
5.i
lT
B. STREET IMPROVEMENTS S. OF WAYZATA/PLY. BORDE
300 mm RCP STORM SEWER M 80.00 10 800
375 mm RCP STORM SEWER M 90.00 125 11,250
450 mm RCP STORM SEWER M 110.00 11 1,210
525 mm RCP STORM SEWER M 130.00 120 15,600
600 mm RCP STORM SEWER M 140.00 7 980
600 mm RCP F.E.S. W /TRASH GUARD EA 1500.00 1 1,500
375 mm CMP CULVERT M 40.00 30 1,200
STANDARD CATCHBASIN EA 1000.00 2 2,000
STANDARD CATCHBASIN MANHOLE EA 1500.00 5 7,500
IMPROVED PIPE FOUNDATION M 3.001 273 819
MECHANICAL TRENCH COMPACTION M 3.00 273 819
ESTIMATED CONSTRUCTION COST 43,678
5% CONTINGENCIES 2,184
45,862
20% LEGAL, ENGINEERING AND ADMINISTRATION 9,172
TOTAL ESTIMATED COST 55,034
OPTION 2 COST SUMMARY ORONO PLYMTH TOTAL
A. STREET IMPROVEMENTS N. OF WAYZATA/PLY. BORDE 403,950 403,950 807,899
B. STREET IMPROVEMENTS S. OF WAYZATA/PLY. BORDE 209,097 0 209,097
C. TRAIL IMPROVEMENTS: 0 86,121 86,121
D. STORM IMPROVEMENTS N. OF WAYZATA/PLY. BORDEf 106,772 106,772 213,545
E. STORM IMPROVEMENTS S. OF WAYZATA/PLY. BORDEF 55,034 0 55,034
F. TOTAL ESTIMATED PROJECT COSTS 7 774,853 596,843 1 1,371,696
U
APPENDIX A
ESTIMATED CONSTRUCTION COST FOR STREET AND WATER MAIN IMPROVEMENTS
OPTION 3: 8.4 METER (28 FEET) FACE TO FACE
FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER
J'' 4 'vGNJ,htp. p N1` PRIG
MOBILIZATION L.S. 20,000.00 0.79 15,800
CLEAR AND GRUB L.S. 20,000.00 0.79 15,800
LANDSCAPING L.S. 20,000.00 0.79 15,800
TRAFFIC CONTROL L.S. 10,000.00 0.79 7,900
RETAINING WALL S.M. 150.00 270 40,500
400 MM X 200 MM WET TAP EA. 2,000.00 1 2,000
200 MM DIP WATER MAIN M 150.00 5 750
REMOVE BITUMINOUS PAVEMENT S.M. 3.00 9,700 29,100
COMMON EXCAVATION C.M. 5.00 6,800 34,000
10Q mm PVC PERFORATED PIPE SUBDRAIN M 20.00 75 1,500
GEOTEXTILE REINFORCEMENT FABRIC S.M. 3.00 13,700 41,100
GRANULAR SUBBASE C. M. 11.00 1,000 11,000
AGGR BASE, CL.5 100% CR ROCK 400 mm M. TON 11.00 14,000 154,000
TP 31 BIT. BASE COURSE, 75 mm THICK M. TON 32.00 2,300 73,600
TP 41 BIT. WEAR COURSE, 50 mm THICK M. TON 34.00 1,500 51,000
BITUMINOUS MATERIAL FOR TACK L 1.00 3,000 3,000
B618 CONCRETE CURB AND GUTTER M 2.1.00 2,650 55,650
PAVEMENT MARKING M 0.80 5,300 4,240
FURNISH & INSTALL SIGN PANELS S.M. 275.00 10 2,750
SODDING W/ 100 MM TOPSOIL S.M. 3.50 10,200 35,700
SEEDING W/ MULCH, FERTILIZER & TOPSOIL ha 3000.00 1 3,000
ESTIMATED CONSTRUCTION COST
5% CONTINGENCIES
20% LEGAL, ENGINEERING AND ADMINISTRATION
TOTAL ESTIMATED COST
598,190
29,910
628,100
125,620
753,719
APPENDIX B
ESTIMATED CONSTRUCTION COST FOR STREET AND WATER MAIN IMPROVEMENTS
OPTION 3:8.4 METER (28 FEET) FACE TO FACE
FERNDALE ROAD SOUTH OF WAYZATA / PLYMOUTH BORDER
yaF
05t"
Lill
S
MOBILIZATION L.S. 20,000.00 0.21 41200
CLEAR AND GRUB L.S. 20,000.00 0.21 4,200
LANDSCAPING L.S. 20,000.00 0.21 4,200
TRAFFIC CONTROL L.S. 10,000.00 0.21 2,100
150 mm DIP WATER MAIN M 150.00 15 2,250
REMOVE BITUMINOUS PAVEMENT S.M. 3.00 2,600 7,800
COMMON EXCAVATION C.M. 5.00 2,300 11,500
100 mm PVC PERFORATED PIPE SUBDRAIN M 20.00 25 500
GEOTEXTILE REINFORCEMENT FABRIC S.M. 3.00 3,700 11,100
GRANULAR SUBBASE C.M. 11.00 240 2,640
AGGR BASE, CL.5 100% CR ROCK 400 mm M. TON 11.00 3,800 41,800
TP 31 BIT. BASE COURSE, 75 mm THICK M. TON 32.00 600 19,200
TP 41 BIT. WEAR COURSE, 50 mm THICK M. TON 34.00 400 13,600
BITUMINOUS MATERIAL FOR TACK L 1.00 800 800
B618 CONCRETE CURB & GUTTER M 21.00 710 14,910
PAVEMENT MARKING M 1 0.80 1,400 1,120
FURNISH & INSTALL SIGN PANELS S.M. 275.00 4 1,100
SODDING W/ 100 mm TOPSOIL S.M. 3.50 2,800 1 9,800
SEEDING W/ MULCH, FERTILIZER & TOPSOIL ha 3000.00 0.4 1,200
ESTIMATED CONSTRUCTION COST
5% CONTINGENCIES
20% LEGAL, ENGINEERING AND ADMINISTRATION
TOTAL ESTIMATED COST
154,020
7,701
161,721
32,344
194,065
APPENDIX C
ESTIMATED CONSTRUCTION COST FOR TRAIL IMPROVEMENTS
OPTION 3:8.4 METER (28 FEET) FACE TO FACE
FERNDALE ROAD BETWEEN LUCE LINE AND C.R. 6
og 3O&W" 'M `''aQv q
3'
y.3 C.i' x}'i
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e
y'
w,yF ' 3 . w y
80.00 137
COMMON EXCAVATION C.M. 5.00 600 3,000
AGGR BASE, CL.5 100% CR ROCK 150 mm M. TON 11.00 1,750 19,250
TP 41 BIT. WEAR COURSE, 50 mm THICK M. TON 50.00 600 30,000
SODDING W/100 mm TOPSOIL S.M. 3.50 2,600 9,100
CONCRETE PEDESTRIAN RAMP EA. 500.001 14 1 7,000
ESTIMATED CONSTRUCTION COST $68,350
5% CONTINGENCIES 3,418
20% LEGAL, ENGINEERING AND ADMINISTRATION
TOTAL ESTIMATED COST
71,768
14,354
86,121
APPENDIX D
ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS
OPTION 3:8.4 METER (28 FEET) FACE TO FACE
FERNDALE ROAD NORTH OF WAYZATA / PLYMOUTH BORDER
300 mm RCP STORM SEWER M 80.00 137 10,960
375 mm RCP STORM SEWER M 90.00 400 36,000
450 mm RCP STORM SEWER M 110.00 4 440
525 mm RCP STORM SEWER M 130.00 505 65,650
600 mm RCP STORM SEWER M 140.00 50 7,000
300 mm RCP F.E.S. W /TRASH GUARD EA 1000.00 1 1,000
600 mm RCP F.E.S. W / TRASH GUARD EA 1500.00 3 4,500
375 mm CMP CULVERT M 40.00 200 8,000
STANDARD CATCHBASIN EA 1000.00 9 9,000
STANDARD CATCHBASIN MANHOLE EA 1500.00 12 18,000
STANDARD STORM SEWER MANHOLE EA 1500.00 1 1,500
IMPROVED PIPE FOUNDATION M 3.00 1,096 3,288
MECHANICAL TRENCH COMPACTION M 3.00 1,096 3,288
ESTIMATED CONSTRUCTION COST
5% CONTINGENCIES
20% LEGAL, ENGINEERING AND ADMINISTRATION
TOTAL ESTIMATED COST
168,626
8,431
177,057
35,411
212,469
APPENDIX E
ESTIMATED CONSTRUCTION COST FOR STORM SEWER IMPROVEMENTS
OPTION 3:8.4 METER (28 FEET) FACE TO FACE
FERNDALE ROAD SOUTH OF WAYZATA / PLYMOUTH BORDER
300 mm RCP STORM SEWER M 80.00 9 720
375 mm RCP STORM SEWER M 90.00 124 11,160
450 mm RCP STORM SEWER M 110.00 10 1,100
525 mm RCP STORM SEWER M 130.00 120 15,600
600 mm RCP STORM SEWER M 140.00 7 980
600 mm RCP F.E.S. W /TRASH GUARD EA 1500.00 1 1,500
375 mm CMP CULVERT M 40.00 30 1,200
STANDARD CATCHBASIN EA 1000.00 2 2,000
STANDARD CATCHBASIN MANHOLE EA 1500.00 5 7,500
IMPROVED PIPE FOUNDATION M 3.00 270 810
MECHANICAL TRENCH COMPACTION M 3.00 270T 810
ESTIMATED CONSTRUCTION COST
5% CONTINGENCIES
20% LEGAL, ENGINEERING AND ADMINISTRATION
TOTAL ESTIMATED COST
43,380
2,169
45,549
9,110
54,659
OPTION 3 COST SUMMARY ORONO PLYMTH TOTAL
A. STREET IMPROVEMENTS N. OF WAYZATA/PLY. BORDEJ 376,860 376,860 753,719
B. STREET IMPROVEMENTS S. OF WAYZATA/PLY. BORDEI 194,065 0 194,065
C. TRAIL IMPROVEMENTS: 0 86,121 86,121
D. STORM IMPROVEMENTS N. OF WAYZATA/PLY. BORDEF 106,234 106,234 212,469
E. STORM IMPROVEMENTS S. OF WAYZATA/PLY. BORDEF 54,659 0 54,659
F TOTAL ESTIMATED PROJECT COSTS 1 731,811 569,2151 1,301,033
APPENDIX F
ESTIMATED CONSTRUCTION COST FOR TRAIL IMPROVEMENTS
ALTERNATE DESIGN: 6' WIDE CONCRETE SIDEWALK
FERNDALE ROAD BETWEEN LUCE LINE AND C.R. 6
F- UNIT EST. EST.
ITEM _ UNIT PRICE QUANTITY COST
COMMON EXCAVATION C.M. 5.00 600 3,000'
4" CONCRETE SIDEWALK W / 4" CL. 5 S.M. 27.00 2,650 71,55
SODDING W/100 mm TOPSOIL S.M. 3.50 2,600 9,100
CONCRETE PEDESTRIAN RAMP EA. 500.00 14 7.000
ESTIMATED CONSTRUCTION COST 90,650
5% CONTINGENCIES 4,533
95,183
20% LEGAL, ENGINEERING AND ADMINISTRATION 19,037
TOTAL ESTIMATED COST 114,212_1
MEMO
CITY OF PLYMOUTH
3400 PLYMOUTH BOULEVARD, PLYMOUTH, MN 55447
DATE: May 22, 1998
TO: Mayor and City Council
FROM: Kathy Lueckert, Assistant City Manager 0v-
SUBJECT: Amusement Licenses
Attached is a staff report and resolution approving an amusement license for Gopher
State Expositions, Inc. The City Code requires that the City Council approve all
amusement licenses. You have approved amusement licenses for this firm in the past.
Gopher State Expositions will hold a carnival at Four Seasons Mall from May 28 - May
31, 1998. Much has already been done to promote the carnival; however, Gopher State
applied for the license on Thursday, May 21—missing an opportunity for council
approval of the license at the meeting on May 20. Because we do not wish to stand in
the way of an event which has already been publicized, staff asked Mayor Tierney to
amend the call and agenda of the special meeting on May 27 so that the council could
approve the license. Gopher State Expositions will pick up their license on the morning
of May 28, in time to open the carnival.
All required application and insurance information has been completed, and the Police
Department has conducted a background investigation of Gopher State Expositions.
Staff recommends approval of the amusement license.
Dmumem2
N
Agenda Number:
TO: Dwight D. Johnson, City Manager
FROM: Laurie Ahrens, City Clerk, through Kathy Lueckert, Asst. Manager
SUBJECT: GOPHER STATE EXPOSITIONS INC. - AMUSEMENT LICENSE
DATE: May 21, for Special City Council Meeting of May 27, 1998
1. ACTION REQUESTED: Adopt the attached resolution approving an amusement license
for Gopher State Expositions Inc., to conduct a carnival at Four Seasons Mall, May 28 -
May 31, 1998.
2. BACKGROUND: The City has received an application for an amusement license
from Gopher State Expositions Inc., to conduct a carnival at Four Seasons Mall located at
the southwest corner of Highway 169 and Rockford Road, on May 28 through May 31,
1998. Twenty concessions and 18 rides are proposed, and the event would run from 10
a.m. to 11 p.m. on each day.
3. ALTERNATIVES: The Council could deny the license request.
4. DISCUSSION: Complete application materials have been submitted by the applicant,
including a certificate of insurance for general liability coverage, listing the City of
Plymouth as additional insured.
The Police Department has conducted an investigation on the company and has identified
no areas of concern. Gopher State Expositions is head -quartered in St. Cloud. The
company has conducted similar events in Hennepin, Ramsey, and Anoka counties and no
problems were noted.
5. BUDGET IMPACT: The license fee of $140 has been received.
6. RECOMMENDATION: Adoption of the resolution approving the license is
recommended.
CITY OF PLYMOUTH
RESOLUTION NO. 98 -
APPROVING 1998 AMUSEMENT LICENSE
FOR GOPHER STATE EXPOSITIONS INC.
BE IT RESOLVED by the City Council of the City of Plymouth that an amusement license is
hereby issued to Gopher State Expositions, Inc., for a carnival at Four Seasons Mall located at
the southwest corner of Highway 169 and Rockford Road, on May 28 through May 31, 1998,
during the hours of 10 a.m. to 11 p.m.
Adopted by the City Council on May 27, 1998.