CR2002-014 CSAH73-7 intersection improvements
CITY OF
January 10, 2002 ~ Council Report 2002-14
HOPK1NS
. RECEIVE FEASIBILITY REPORT, AUTHORIZE PREPARATION OF PLANS AND
SPECIFICATIONS, AND AUTHORIZE RIGHT OF WAY AND EASEMENT ACQUISITION
CSAH 73/TH 7 INTERSECTION AREA ROADWAY IMPROVEMENTS
CITY PROJECT NO. 01-06
Proposed Action
Staff recommends the following motion: "Move that Council adopt Resolution 2002-04, Resolution
Receivinq Feasibility Report, Authorizinq Preparation of Plans and Specifications, and Authorizinq
Riqht-of-Way and Easement Acquisition, CSAH 73/TH 7 Intersection Area Roadway Improvements,
City Project 01-06.
This action authorizes the City and Hennepin County to proceed to final design and acquire
necessary right-of-way, easements, and permits.
Overview
On March 6, 2000, the Hopkins City Council a~proved concept roadway improvement plans for the
CSAH 73/TH 7 intersection area including 1 i Avenue North from 4th Street North to Robinwood
Lane. This approval came after two task force meetings were held to consider the improvements in
this area. Throughout the planning process of this project, a vast amount of input from the affected
property owners in the area has been sought and considered. A feasibility report that was originally
prepared in 1997 by SRF Consulting Group, Inc. has been updated and is now submitted to Council
for review and further action. This report includes a preliminary cost estimate and signal justification
.eports for the signals revisions at the CSAH 73/TH 7 intersection as well as the new signal proposed
70r the intersection of CSAH 73 and 5th Street North/Minnetonka Mills Road. Acquisition of small
portions of right-of-way and temporary construction easements will be necessary to construct the
improvements on this project. The Council is now requested to authorize these acquisitions. Future
required City Council approvals will still be needed for the final plan design and a construction cost
cooperative agreement between the City of Hopkins, City of Minnetonka, Hennepin County, and
Mn/DOT.
Primary Issues to Consider.
. Scope of improvements and public input
. Right-of-way and easement acquisition
. Costs, assessments, budget, and schedule
Supporting Information.
. Feasibility report
. Letters to area residents/business owners (February 8, 2000 and January 7, 2002)
. Right-of-way and easement acquisition figures
. Property acquisition services proposals (Evergreen Land Services and Kennedy & Graven)
. Resolution 2002-04
U'~, f~
Steven G. Bot
Assistant City Engineer
. Financial Impact: $260,000 Budgeted: Y/N Yes Source: State Aid, P1R, and Utility Funds
Related Documents (CIP, ERP, etc.): CIP
Notes: Cost estimate does not include ROWand easement acquisition costs
Council Report 2002-14
Page 2
.nalYSi5 of Issues
. Scope of improvements and public input
The purpose of the roadway improvements is to improve the level of service at the Highway 7 intersection,
reduce vehicle conflicts along County State Aid Highway (CSAH) 73 (Hopkins Crossroads) and improve
safety. The proposed project includes adding left turn lanes and raised center medians for the CSAH
73/1ih Avenue legs of the intersection. This would allow the existing traffic signal system to be upgraded
to separate left turn and through traffic phases. The plan calls for a continuous raised center median on
the north CSAH 73 leg from Highway 7 to 5th Street North. The CSAH 73 - 5th Street North intersection
would be u~graded to improve visibility and traffic signals would be added. A right turn lane would also be
added to 5t Street North in order to improve the traffic flow through the intersection at CSAH 73.
Staff received input through the Task Force meetings and responses to the February 8, 2000 letter
including phone calls and feedback forms. Various individual meetings with area business owners have
also been held to make sure their needs are being met with the proposed project. As a result of the input
we received, a number of project items were revised and given serious consideration in the proposed
improvements. The highlights of these items are outlined below and list how efforts have been made to
minimize the impact to adjacent properties both during and after construction.
. Construction staging has been developed in order to maintain access to all adjacent properties
throughout all construction phases.
. Business access designs were coordinated with the tenants in order to minimize the impacts to
business activities.
. . Driveway grades were designed with a strict 10% maximum grade design standard even though
driveway grades are often allowed to be much steeper than 10%. Because of this design limitation,
only a 35 mph design speed could be used just north of 5th Street North even though a higher design
speed was more desirable for traffic flow.
. A right turn lane was added on 5th Street North to better accommodate the anticipated traffic flow in the
area. The proposed signal at 5th Street North would also be interconnected to the signal at Highway 7
in order to regulate and coordinate the traffic flow along County Road 73 through the two intersections.
This interconnected signal system will also create better "gaps" in the traffic flow to allow for better
access to County Road 73 for adjoining properties.
. The Fire Marshal will review fire hydrant spacing and hydrants will be added if required to bring the
area up to current fire codes and standards.
. Right-of-way and easement acquisition
Temporary construction easements and small amounts of right-of-way will need to be acquired to
accommodate the construction activities both in Hopkins and Minnetonka. Eight parcels in Hopkins will be
affected by these acquisitions. Land acquisition for three of these parcels has already been obtained in
conjunction with the development agreement for the Hopkins House/Walgreens redevelopment. In order
to help the efficiency and cost of both Cities, it is proposed that the Cities use the same firms to provide
the acquisition services. The Cities have sollcited a proposal for these services from highly competent and
experienced firms. It is proposed that Evergreen Land Services provide the land services and Kennedy &
Graven provide the legal services for the acquisitions. Staff has checked with the Hopkins City Attorney's
oftice and they approve of the use of Kennedy & Graven for legal services in conjunction with the project
land acquisition. As is typical for large roadway construction projects, the necessary right-ot-way and
. easement acquisition will first try to be negotiated and if the negotiation is unsuccessful then the land
acquisition would be acquired through the condemnation process.
Council Report 2002-14
Page 3
.
. Costs, assessments, budget, and schedule
The total estimated project cost is $1,224,000. This includes engineering/administration costs at 35%. Of
this amount, approximately $260,000 is estimated for Hopkins share of the project. A detail of costs is
found in the feasibility report. The 2002-2006 Hopkins Capital Improvement Plan (CIP) identified $250,000
for this project through a combination of State Aid and PIR funds. Minor utility work will also be necessary
on this project. These costs would come out of the appropriate utility funds. No assessments are
proposed for adjoining property owners along this project. Construction of this project is currently
scheduled to begin late in the summer of 2002 and roadway improvements should be completed late in the
fall with turf restoration extending into the spring of 2003.
.
.
CONSULTING GROUP, I N C .
.
Transportation. Civil. Structural. Environmental. Planning. Traffic. Landscape Architecture · Parking
SRF No. 0014192
lVillMORANDUl\'I
TO: Lee Gustafson, P.E.
City of Minnetonka
Steven Stadler, P.E.
City of Hopkins
FROM: Michael R. Turner, P.E.
Senior Engineer
DATE: January 8, 2001
SUBJECT: CSAH 73/TH 7 ROADWAY L\1PROVEMENTS
CITY OF MINNETONKA PROJECT No. 4887R
. CITY OF HOPKINS PROJECT No. 01-06
This summary memorandum, in conjunction with the attached cost estimate and signal
justification report(s), serves as a Feasibility Report for the above-referenced project.
The project is proposed to be a Cooperative Agreement project between the City of Minnetonka,
the City of Hopkins. Hennepin County and the Minnesota Department of Transportation.
Construction is proposed to begin in 2002, and involves roadway geometric and signal
improvements on CSAH 73.
The proposed project is located within the City of Minnetonka and the City of Hopkins along
CSAH 73 (Hopkins Crossroad) between 4th Street and Oakvale Lane/Robinwood Lane.
Roadway geometric improvements are proposed for the intersection of CSAH 73 and
Trunk Highway 7 (see Figure 1). The proposed geometric improvements include widening of
the concrete pavement south of Trunk Highway 7, widening of the bituminous pavement north of
Trunk Highway 7, and a mill/overlay of the existing pavement between Trunk Highway 7 and
Minnetonka Mills Road / 5th Street North (see Figures 2 and 3). The addition of monolithic
medians is also proposed along CSAH 73. The widening and medians will allow for the addition
of dedicated traffic movements at the intersection of Trunk Highway 7 and CSAH 73. It is also
proposed to add concrete sidewalk along the \,vest side of CSAH 73 to allow for increased
pedestrian use. The closure of the TH 7 slip ramp east of CSAH 73 is also proposed as part of
. this project. In addition, the TH 7 frontage road is proposed to be closed at CSAH 73.
One Carlson Parkway North, Suite 150, Minneapolis, MN 55447-4443
Telephone (763) 475-0010 . Fax (763) 475-2429 · http:/ lwww.srfconsulting.com
An Equal Opportrll1ity Employer
-- .-
. Lee Gustafson, P.E.
Steven Stadler, P.E. - 2 - January 8, 2002
The existing signal system at the intersection of Trunk Highway 7and CSAH 73 will be revised
to accommodate the new lane configurations. In addition, a new signal system is proposed at the
intersection of CSAH 73 and Minnetonka Mills Road.
On CSAH 73, between Minnetonka Mills Road 15th Street North and Oakvale Road /
Robinwood Lane, it is proposed to reconstruct CSAH 73 to increase the sight distance
approaching Minnetonka Mills Road 15th Street North from the north. The crest of the existing
hill north of Minnetonka Mills Road 15th Street North is proposed to be lowered by
approximately 1.5 feet to aBow for a stopping sight design speed of 35 mph. Although a higher
design speed would be desirable, the close proximity of the apartment buildings on the east side
of CSAH 73 limits the amount of grading that could occur.
South of Trunk Highway 7, the roadway widening will affect the Town & Country
Dodge Dealership located on the southwest quadrant of the intersection of TH 7/17th Avenue
North, by encroaching into their existing parking lot. It is proposed to relocate the northerly
driveway entrance and to build a retaining wall to allow for the difference in grade between the
. parking lot and the new sidewalk. Reconfiguration of the parking lot will be required, but should
not affect the number of parking spaces available on this site.
Additional right-of-way and easements would be required along the west side of the
CSAH 73 throughout project corridor. Along the east side of CSAH 73 additional right-of-way
and easements would be required to accommodate construction of the roadway.
This project is feasible from an engineering standpoint and is a cost effective use of public funds.
The estimated cost of this project is $1,224,000 (see attached cost estimate), including
construction, design, inspection, administration and capitalized interest.
MRT/bls
Attachments
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~ c.P. NO. 4887R
T.H. 7 le.S.A.H. 73 1
Con8ulting Group, In<-
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ATTACHMENTS
. Signal Justification Report - CSAH 73/lVIinnetonka lVIills Road
. Signal Justification Report - TH 7/CSAH 73
. Preliminary Estimate of Construction Costs
.
.
.
SIGNAL JUSTIFICATION REPORT
COUNTY STATE AID HIGHWAY 73
AT
MINNETONKA MILLS ROAD/FIFTH STREET
NORTH
IN MINNETONKA AND HOPKINS, HENNEPIN
COUNTY
. August 2001
SRF NO. 0014193
.
~,
. CITY OF MINNETONKA
SIGNAL JUSTIFICATION REPORT
FOR
S.P.# 2706-205 (TH=012)
COUNTY STATE AID HIGHWAY 73 AT MINNETONKA MILLS ROAD/FIFTH STREET NORTH
IN MINNETONKA AND HOPKINS, HENNEPIN COUNTY
(ONE OF lWO SIGNAL JUSTIFICATION REPORTS FOR THE CSAH 73 RECONSTRUCTION PROJECT AT THE
INTERSECTIONS OF TH 7 AT CSAH 73117TH AVENUE NORTH, AND CSAH 73 AT MINNETONKA MILLS
ROAD/FIFTH STREET NORTH)
AUGUST 2001
Proposed Letting Date: March 2002
I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly
Licensed Professional Engineer under the laws of the State of Minnesota.
6eorse "-It stu.elM.~
Print Name
~P1.~.#!t- ::Z.1?49 '1/31/0 {
Signature Reg. No. Date
. APPROVED BY:
City of Minnetonka Date
City of Hopkins Date
APPROVED BY:
Hennepin County Date
APPROVED:
Assistant Division Engineer - Traffic Date
Metro Division Assistant State Aid Engineer Date
. SRF No. 0014193
H:\Sign81g'4193\SJRITH 7 a1 CSAH 73 doc
. COUNTY STATE AID HIGHWAY 73
AT
MINNETONKA MILLS ROAD/FIFTH STREET NORTH
IN MINNETONKA AND HOPKINS, HENNEPIN COUNTY
Date: August 2001
I. PROJECT DESCRIPTION
Existing Conditions
The subject intersection exists along County State Aid Highway 73 (CSAH 73) on the
border between the Cities of Minnetonka and Hopkins, Hennepin County I as shown in
Figure 1. CSAH 73 is an important two-lane minor arterial roadway running north and
south across the eastern part of Minnetonka and the western part of Hopkins. CSAH 73
presently has a posted speed limit of 35 miles per hour at its intersection with
Minnetonka Mills Road/Fifth Street North.
Minnetonka Mills Road, which forms the west leg of the intersection, is a local two-lane
roadway with a posted speed limit of 30 miles per hour. Fifth Street North, the east leg
e of the intersection, also functions as a local two-lane roadway with a posted speed limit
of 30 miles per hour. The three roadways form a four-legged intersection with cross-
street stop sign control for the Minnetonka Mills Road and Fifth Street North
approaches. Development along the CSAH 73 corridor is primarily residential with
some commercial and mixed land uses near the subject intersection. Current
intersection geometrics are listed below (see Figure 2: Existing Conditions).
. Northbound County State Aid Highway 73 Approach:
One shared through/left turn lane and one shared throughlright turn lane
. Southbound County State Aid Highway 73 Approach:
One shared through/left turn lane and one shared through/right turn lane
. Eastbound Minnetonka Mills Road Approach:
One shared through/left turn lane and one right turn lane
. Westbound Fifth Street North Approach:
One shared through/left/right turn lane
Proposed Conditions
The proposed project involves reconstructing CSAH 73 from Trunk Highway 7 (TH 7) to
5th Street North and widening Fifth Street North. CSAH 73 will be widened to provide
left turn lanes and raised medians on the northbound and southbound approaches,
e giving the intersection additional capacity. The existing TH 7 north frontage road
intersection with CSAH 73 will be closed, and north frontage road traffic will be routed to
1
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CITY OF Mlr--~NETONKA r FIGURE
. f4iiiJi C.S.A.H. 73 / MINNETONKA MILLS ROAD
~ AT FIFTH STREET NORTH 1
Con9wting Group, Inc.
PROJECT LOCATION MAP
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. CllY OF MINNETONKA FIGURE
~ C.S.A.H. 73 / MINNETONKA MILLS ROAD
AT FIFTH STREET NORTH 2
Couulllng G,.,,~p, In...
EXISTING CONDITIONS
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/ ....., CITY OF MINNETONKA FIGURE
I. rmD C.S.A.H. 73 / MINNETONKA MILLS ROAD
AT FIFTH STREET NORTH 3
Cnl18ulting Group, Ine.
PROPOSED CONDITIONS ~
Job #OO1419J me: l'i:\s{QIlr1ls\.,19.s\:..;y~afff}3.d9n ~
. the subject intersection via Fifth Street North. A traffic control signal system will be
installed at the CSAH 73 and Minnetonka Mills Road/Fifth Street North intersection.
The new signal will operate as a full-traffic-actuated signal system with protected left
turn phasing for the northbound and southbound approaches. The proposed traffic
signal will be equipped with an emergency vehicle preemption system. The posted
speed limits along all three roadways will remain unchanged. The new intersection
geometries are listed below (see Figure 3: Proposed Conditions).
. Northbound County State Aid Highway 73 Approach:
One left turn lane, one through lanes, and one shared through/right turn lane
. Southbound County State Aid Highway 73 Approach:
One left turn lane, one through lanes, and one shared through/right turn lane
. Eastbound Minnetonka Mills Road Approach:
One left turn lane, two through lanes, and one free right turn lane
. Westbound Fifth Street North Approach:
One left turn lane, two through lanes, and one free right turn lane
The proposed signal system will be interconnected to the existing signal system along
CSAH 73 at TH 7. The proposed signal will be operated by Mn/DOT as part of its TH 7
system.
. II. SCHEDULE AND PROJECT MANAGER
Project Manager: Lee Gustafson, P.E. Timothy D. Phenow, P.E.
Director of Engineering Vice President
City of Minnetonka SRF Consulting Group, Inc.
14600 Minnetonka Boulevard One Carlson Parkway North,
Minnetonka, M N 55345-1502 Suite 150
Plymouth, MN 55447-4443
Telephone Number: (952) 939-8239 (763) 475-0010
Estimated Letting Date: March 2002
Estimated Construction
Completion Date: October 2002
III. NEED FOR PROJECT/PROJECT DISCUSSION
:t
The proposed roadway changes and traffic signal installation are needed to provide for
more acceptable operations at the CSAH 73 and Minnetonka Mills Road/Fifth Street
North intersection. The signal work is an integral part of a larger improvement project.
. Once completed, the improvements at this intersection will allow the regional traffic
5
system to better support the high levels of traffic currently passing through the
. intersection as well as accommodate traffic generated by any future growth.
The addition of left turn lanes on CSAH 73 will increase capacity, reduce congestion,
and reduce vehicle conflicts at the intersection. The proposed traffic control signal
system will also create longer gaps in traffic on CSAH 73 north of Minnetonka Mills
Road, allowing vehicles safer and easier access to and from residential streets and
driveways. A traffic signal will be the best way to ensure traffic entering CSAH 73 from
Minnetonka Mills Road and Fifth Street North can enter CSAH 73 safely and without
excessive vehicle conflict. Therefore, signalization should be installed to provide for
acceptable future traffic operations at the CSAH 73 and Minnetonka Mills Road/Fifth
Street North intersection.
IV. PUBLIC AND AGENCY INVOLVEMENT
The Cities of Minnetonka and Hopkins, Hennepin County, and Mn/DOT will be required
to coordinate funding for the proposed traffic signal system.
V. DESIGN CRITERIA AND EXCEPTIONS
No design exceptions to Mn/DOT or AASHTO standards are required.
.
VI. JUSTIFICATION
Traffic signal justification is based on applying the applicable warrants for signal
installation as outlined in the Minnesota Manual on Uniform Traffic Control Devices
(MMUTCD) and reconciling the roadway geometrics, proposed lane usage, existing
traffic volumes, and planned changes in the area road....Jay netvvork vvith the
requirements of the MMUTCD and sound traffic engineering practice.
COUNTY STATE AID HIGHWAY 73 AT MINNETONKA MILLS ROAD/FIFTH STREET NORTH
The signal warrants analysis is based on the assumptions shown below:
Warrant Analysis Assumption
Geometry: Mainline 2 or more approach lanes
Minor Street 2 or more approach lanes
Approach Speeds: Mainline 35 miles per hour
Minor Street 30 miles per hour
. The CSAH 73 at Minnetonka Mills Road/Fifth Street North warrants analysis was based
on 16-hour approach volumes collected by SRF Consulting Group, Inc. in June 2001
6
. (see the Appendix), proposed roadway geometries and the posted speed limits of 35
miles an hour on the mainline (CSAH 73) and 30 miles per hour on the minor streets
(Minnetonka Mills Road/Fifth Street North).
Based on the signal warrants analysis, traffic signal control is warranted at the CSAH 73
and Minnetonka Mills Road/Fifth Street North intersection by satisfying Warrants 1,8, 9,
and 11 of the MMUTCD (see Table 1):
Table 1
Signal Warrant Analysis Based on Existing Traffic Volumes (l)
Hours
Required
MMUTCD Warrant Hours Met to be Met Warrant Met
Warrant 1 ~
10 8 Yes
Minimum Vehicular Volume
I ._~~
Warrant 2 7 8 No
l~terruption of Continuous Traffic
Warrant 8 11 8 Yes
Combination of Warrants
1----. - - ~~
Warrant 9 7 4 Yes
Four Hour Volumes
-- ~-
. Warrant 11 2 1 Yes
Peak Hour Volume I I
j1) All background supporting data for met warrants can be found in the Appendix of this report.
Hennepin County uses a special ranking system used to prioritize intersections where
signalization is proposed. The CSAH 73 and Minnetonka Mills Road/Fifth Street North
intersection has a Hennepin county priority factor of 50.3 (see Appendix for
calculations).
In conclusion, traffic signal control at the CSAH 73 and Minnetonka Mills Road/Fifth
Street North intersection is warranted by meeting MMUTCD Warrants 1, 8, 9, and 11
and is further justified by the anticipated conditions. Installing permanent traffic signal
control at this location will help the regional traffic system to support the levels of traffic
currently passing through the intersection as well as accommodate any traffic generated
by future growth, and the additional TH 7 north frontage road traffic that will be rerouted
through the intersection. Since CSAH 73 will be reconstructed in the near future, it
would be most advantageous to install the signal in conjunction with this larger roadway
improvement project.
.
7
.
VII. ApPENDIX
WARRANTS ANALYSIS
HENNEPIN COUNTY SIGNAL RANKING SYSTEM CALCULATIONS
TRAFFIC VOLUME COUNTS
.
.
8
--- -- ----
. W ARRANT SUMMARY
Intersection: COUNTY STATE AID HIGHWAY 73 AT MINNETONKA MILLS ROAD/FIFTH STREET
NORTH
The intersection meets the following MMUTCD warrants:
Warrant No. 1- Minimum Vehicular Volume met for ..1Q.. hours
Warrant No.2. I nterruption of Continuous Traffic met for hours
-
Warrant No.3. Minimum Pedestrian Volume met for hours
-
Warrant No.4- School Crossing met for - hours
Warrant No.5 - Progressive Movement met for hours
-
Warrant No.6 - Accident Experience
Warrant No.7 - Systems Warrant met for hours
-
Warrant No.8 - Combination of Warrants metfor 11 hours
. Warrant No.9 - Four Hour Volumes met for 7 hours
Warrant No. 10 - Peak Hour Delay met for hours
-
Warrant No. 11 - Peak Hour Volume met for ..L hou rs
Warrant No. 12- Senior Citizen and Handicapped Pedestrian
Crossing (Minnesota Approved Warrant) met for hours
-
Note: All background supporting data for met warrants can be found in the Appendix of this report.
.
9
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weather , clrr 60 degrees JAMAR Technologies, Inc.
Counted by: SRF TAS for Windows Site Code : 000000000105
Board i : Copyright 1999 Start. Da~e: 06/0412001
Other : File 1. D. : 4193_5478
Street name :5TH ST E OF CR 13 , pa e : 1
egin Mon. 06/04 TueS. Wed.';' Thur. Fri. Weekday AV9. Sat. Sun.
ime 1'18 EB WB EB WB EB WB EB WB EB WS EB WB EB WE EB
12:0 am .. .. .. .. 5 7 5 1 .. .. 5 7 .- .. .. .-
01:00 .. .. .. .. 6 5 5 6 .- .- 6 6 .. .. .. .-
02:00 .. .. .- .. 1 1 1 2 .- .- 1 2 .. .- .. .-
03:00 .. * .- .. 3 1 3 1 .- .- 3 1 . .. .. .-
04:00 .- .- .- .. 4 0 3 1 . .- 4 0 .. .. .- .
05:00 .- .- .- .. 12 3 10 2 . .. 11 2 .- . .. .-
06:00 .- .- .- .. 22 24 20 22- .. .- 21 23 .. .- .. .
07:00 .- .- .- .. 31 55 30 4.4 .. .- 30 50 .. .- . .-
OB:OO * * * .. 58 19 45 76 .- .. S2 78 .. * .- *
09:00 * * * .. 32 46 30 44 .. * 31 45 .. * .. *
10:00 * * * .. 28 21 20 34 .. * 24 2-8 .. .. .. .-
11:00 .- .. .. .- 34 31 35 34 .- * 34 36 .. * .. ..
12:00 pm .- .- 30 39 46 43 47 5S .- .- 41 46 .. .. .. ..
01,00 * .- 32 44 45 50 31 34 .. .- 38 43 .. .- .. *
02:00 .. .. 42 30 50 39 .. .- .- .- 46 34 .. .- .- *
03:00 .- .- 71 83 82- 64 .- * .- .- 80 74 .. * .. .-
04:00 .. .. 11 43 64 54 .. .- .. .- 68 48 .. .. .. .-
05:00 .. .. 70 77 77 56 .. * .- .- 74 66 .. .- * .-
06:00 * * 49 51 35 40 .. * .- .. 42 46 .. .. .. ..
01:00 .. * 22 32- 34 40 * * * * 28 36 * * .. *
08:00 .- * 39 32- 46 34 .- * * .- 42 33 .. * .. .-
09:00 .- .- 24 27 16 24 .- * .- .- 20 2-6 .- .- .. .-
10:00 .- .- 12- IS 2-2 16 .- .- .- .- 17 16 .- .- .- .-
11: 00 .- .- B 15 10 11 .- .- .. .. 9 13 .. .- .. .-
Totals 0 0 476 488 163 150 291 362 0 0 727 759 0 0 0 0
0 964 1513 653 0 1486 0 0
A'lg. Day .0% .0'1 65.4'1 64.3% 104.9'1 98.8% 40.0% 41.6% _0% .0% .0% .0% .0'1 .0%
11M Peaks 08:00 08:00 08:00 OB ,00 08:00 08:00
Volume 58 79 45 76 52 78
PM Peaks 03:00 03:00 03:00 03:00 12:00 12:00 03:00 03:00
Volume 77 83 82 64 47 55 80 74
"OTs
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Weather : clr, 60 degrees J~~_~R Technologies, Inc.
Counted by: SRF TAS for Windows Site Code : 000000000704
Board . : Copyright 1999 Start Date: 06/04/2001
Other : File LD. : 4193 5480
Street name :MINNETONKA MILLS RD Cross street:EB W OF CR 73 Page 1 -
, :
Begin Mon. Tues. Wed. Thur. Fri. Weekday Sat. SU'l. Week
ime 06/04 06/05 06/06 06/07 06/08 Av 06/09 06/10 Av als 25 Vehicles
2:00 am * * 9 12 * 10 . . 10
01:00 . . 4 4 . 4 * * 4
02:00 .. .. 2 5 .. 4 .. .. 4
03:00 .. .. 8 5 .. 6 .. .. 6
04:00 .. .. 4 4 . 4 . .. 4
05:00 . .. 13 15 .. 14 .. .. 14 .
06:00 . .. 100 94 . 97 .. .. 97 ****
07:00 .. . 213 225 .. 219 . .. 219 *******"**
08:00 .. . 238 260 . 249 . .. 249 ...***......*...........
09:00 . .. 200 197 .. 198 .. .. 198 *******1Ir
10:00 . . 118 205 . In .. .. 192 *****-Ir..-.
11,00 .. 234 243 211 .. 229 . .. 229 ..-Wir........*....
12:00 pm .. 222 271 237 .. 243 .. .. 243 ....******....
01:00 .. 235 242 248 .. 242 .. .. 242 ***"2-+**++*
02:00 . 196 242 .. . 219 .. .. 219 **ir+*...***
03: 00 .. 229 247 .. .. 238 . .. 238 * *,.,.-ft............. *
04 :00 .. 235 199 .. * 217 .. .. 217 ***-j,**1t......
05:00 .. 187 226 .. .. 206 . . 206 ..*""****~
06:00 .. 209 206 .. .. 208 . . 208 ***"*****
07:00 .. 164 151 .. * 158 .. .. 158 ******
08:00 .. 134 121 .. . 128 .. .. 128 *",***
09:00 .. 69 83 .. .. 710 .. . 76 -Ir**
10,00 .. 40 46 .. .. 43 .. .. 43 ..
11:00 .. 17 13 .. . 15 .. . 15 .
Totals 0 2111 3259 1722 0 3219 0 ...0 3219
% Avg. WkDa .0% 67. H 101. 2% 53.4% .0%
% Avg. Day .0% 67.4% 101.2% 53.4% .0% .0% .O'll
AM Peak 11:00 11 :00 08:00 08:00 08:00
Volume 234 243 260 249 249
PM Peak 01:00 12:00 01:00 12:00 12:00
Volume 235 271 248 243 243
ADTs
.
.
..,
Weather clr1 60 degrees J~~ Technologies, Inc.
Counted by' SR, TAS for Windo.....s Site Code : 000000000706
3oa>:d J : Copyright: 1999 Start Date: 06/04/2001
Other , tile LO. : 4193_5092
_Street name :CR 73 N OF TH 7 , Page : 1
~,,:gin Mon. 06/04 Tues. Wed. Thur. E'ri4 '.~eel<.day i\vg. Sat. SUn.
lme NB S8 Nl3 SB NIl SB NB S8 NB 58 N3 S3 N3 SB N3 sa
~2:00 am . . . .. 31 32 <l.l 29 . . 39 30 . .. . .
01:00 .. .. .. <- 24 21 23 27 . . 24 24 .. . . ..
02:00 .. .. .. .. .., 10 11 18 <- .. 12 1'1 <- <- . .
03:00 .. . .. <- 12 12 7 11 . .. 10 12 . .. . ..
04:00 .. . .. .. 12 22 15 21 . .. 1'1 22 .. .. . ..
05:00 . .. . <- 55 68 60 72 . . 58 70 .. . . .
06:00 . . . .. 258 325 253 279 . . 256 302 . . . .
07:00 . . . . 616 601 608 549 . .. 612 575 . . . ..
08:00 .. . <- <- 516 529 458 485 . . 487 507 . <- .. .
09: 00 .. . .. <- 416 396 409 392 . - . 412 394 . . .. .
10: 00 . . . <- 364 334 362 354 . . 363 344 . . . <-
11: 00 . . . . 456 412 476 423 .. .. 466 H8 . . . ..
12:00 pm . . 496 391 510 481 464 474 . . 490 449 .. . .. ..
01:00 . .. 444 454 417 468 449 414 . . 437 445 . . . .
02:00 . . 538 452 4BB 524 47'7 511 .. . 501 496 . <- .. .
03:00 . .. 849 479 734 538 .. . .. . 792 508 . <- . .
04:00 . .. 1062 516 865 566 .. .. .. . 964 541 . <- . .
05:00 . .. 1073 600 904 557 <- . . . 9a8 578 . . . <-
06:00 . . 790 508 56B 452 .. . . . 679 4aO . . . .
07:00 . . 429 389 373 419 .. . . . 401 404 . .. . ..
08,00 . .. 282 354 311 355 <- .. .. . 296 354 .. .. . .
09:00 . * 228 232 219 230 . * . . 224 231 . * . .
10:00 . . 149 114 109 106 .. * .. . 129 110 . . .. .
11 :00 . .. 75 55 60 56 <- . .. . 68 56 . .. .. .
TotalS 0 0 GH5 4544 8331 7514 4119 4059 0 0 B722 736~ 0 0 0 0
0 10959 15845 8178 0 16086 0 0
rwg. Day .O~ .0% 73.5% 61. 7% 95.5% 102.0% 47.2% 55.1% .0% .0%" .0% .0% .0% .0%
AM Peaks 01:00 07:00 07:00 07:00 07:00 07:00 .
Volume 616 601 608 549 612 575
PM Pea Ics 05:00 05:00 05:00 04:00 02,00 02:00 05:00 05:00
Volume 1073 600 904 566 477 511 988 578
"'01'5
.
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i:j'ol ......;-2001 .F~f -Jeekl'f :)~~f:m~f"t Fer Me\?< :Jf Jttil~ }, 7.001 *f.i (i8:3h Pt1 1
-------------~---------------------------------------------------------------------------------------------------~------------------
file: ~06010021PPN Sta: On~)Cii.HH)G2324 Id~ 70nOO(J{K)~O{,8 Cu~~!d: IH
:itviTo~n~ Ml~NE1nNKR CuuDty~ HFN~EPIN
LocatioD: CR 73 N DF ~lNNtTGNK~ ~ILL; ~a faf~at; Lane
~ai12;s: !-1
L.~ i -":J I~.
~-----~-~-----~---------------------~---------------------------------------------~-~-------------~---------------------------------
,} 4 5 ~ i g q Gail y \;/kday ~kend
!!~e Sun Kon Tue ~ed Thu F!"t Sat HV~. Avg. H1J'J~
.....--- ....---- ----- ----- ---- ----- ----- ----- ------- ------- ......-----
i) i :!)O - - - 20 18 - ... i 9 i 9 0
02 ~ 0 Ij - - - 1 S 22 - - 19 19 {)
03:00 .. -- - B H) - - 9 9 0
04: !)f} - - - 4 4- - - -4 4 !}
D5 : 00 - - - ! 5 14 - - ~ 5 15 !j
Ob; !}D -... - 4]" 59 - - 53 53 iJ
07~OO - - - 300 266 - - 2B3 283 0
03:0{i - - - 613 529 - - 58! SB! 0
G?:GO - - - 5it! 428 - - 4b9 40'1 <j
jO:OO - - -0. T}8 3~1 - - .j-H) .340 u
1! : UU -.... - 277 ''}Q'j - - ~Rn 290 D
12; D~l - - - j.:~c 348 - ... 357 "tt:l7 (i
~':l:VV - - :~: 370 4[~! - ... 3&4 -:::.~11 II
....- "." 'I'~ ~"-" ~"," '1
." t - - .-"J" .l1il, ,-,,' ... - '~.-i, \~-r ,
j OJ,' ,"'-,< u ~ 'J I Y '. ..... 'r
- - 43B 5i)2 - - - 470 470 (}
~t6~O(;: .... - i1J--; 4~9 - - - .tt~f 447 I)
17~un - - 45B 479 - .... - 469 469 u
~8:00 - - 613 55() - ... - 582 5B'2 0
19:00 ... - 46l ~(!5 - - - 433 433 ~j
21J:!}{i - - 33~ 3M - - - 349 349 0
2!:OO - - 274 298 .. .... - 2Bb 286 ~?
22~OO - - 182 20B - - ... 195 195 0
')~ ~ i"'if1 - - PO 93 - - - 0 1 '"f ! {)
.;:"q; (PJ - -- ,)~ 54 - - - 44 t4 u
--~-- ----- ----- ----- ----- ----- ----- ----- ------- ------- -------
Totals - - 4002 h.73r) 3t29 - - 655i b5~'1 1)
~--~---------------------------------------~--~----~---~--------------------------------~-----------~-------------------------------
~ A-,'g ~kdaj - - 61.t Hr2,7 H Q - -
! ~vtj Day - ... 6ir~ L12.7 47.8 - -
" ,
AM P~ak Hr MQn~ Non~ ~Gne 08~OO 08:00 ~pn~ None
AM Count - - - 633" 529 - -
PA Peak Hr Mane None 18:00 18:00 14:00 None None
~'H Count - - 613 :fJV 407 .... -
-----------------~-~---------------------------~------~------------------------------------------~----~-----------------------------
.
'"
Ttleather , clr, 50 degrees Jfu~R Technologies, Inc.
C(lunted by: SRf TAS for Windows Site Code : 000000000703
Board . Copyrighr. 1999 St::irt. Oat;::-: 06/04/2001
Other File L D. : 4193 5481
Street name :TH 7 fRONTAGE RD Cross street:E OF CR 73 p" e : 1 -
egln Mon. 06/04 Tues. Wed. Thur. fp. "~'~l2ek.day AV9. Sat. Sun.
Lime WE EB we EE we EB W8 EB \~B EB we EEl WB EB we EB
12:00 am . . . * 6 2 9 4 . . 8 3 * . . .
01:00 . . . * 9 1 11 1 . . 10 1 + . . .
02:00 . . . * 2 1 4 2 . . 3 2 . + . .
03,00 . . . * 3 2 0 2 . . 2 2 . . . .
04:00 . . . * 4 3 2 3 . . 3 3 . . . .
05:ilO . . . .. 5 2 3 2 . . 4 2 . . . .
06:ilO . . . . 33 2il 30 17 . . 32 18 . + . .
07 :00 . . . .. 46 30 44 41 . . 45 36 . . . .
08:00 . . . . 54 68 58 53 . . 56 60 + + . .
09 :00 . . . . 30 13 36 -24 . . 33 "\.8 * * . .
10:00 . . . .. 23 14 29 14 . . 26 14 . . . .
11:00 . . 32 28 33 14 37 19 . . 34 20 .. . . .
12:00 pm . . 36 27 32 28 35 26 . * 34 27 .. . . .
01:00 . . 30 19 29 21 37 17 . . 32 19 .. . . .
02:00 . . 45 19 36 29 16 12 . . 32 20 .. . . .
03:00 . . 131 44 102 33 + . . . 116 38 .. . . .
04:00 . . 131 34 104 37 . . . + 118 36 . . . .
05:00 . .. 158 52 139 58 . . . . H8 55 . . . .
06:00 . . 49 36 40 30 .. . . + 44 33 + . . .
01:00 . . 38 24 21 24 . . . . 30 24 . . . .
08:00 . + 31 24 24 26 . . . . 28 25 . . . .
09:00 . . 42 20 29 23 . . . . 36 22 .. . . .
10:00 . . 16 13 16 8 . . . . 16 10 .. . . .
11:00 . . 13 4 10 6 . . . . 12 5 . . . .
Totals 0 0 752 344 830 493 351 236 0 0 902 493 0 0 0 0
0 1096 1323 581 0 1.395 Q 0
Avg. Day .0% .0" 83.3% 69.7% 92_0~ 100.0% 38.9" 47.8% .0% ~O% .il., .0% .0% .0%
.tIJ.1 Pea ks 11:00 11:00 08:00 08:00 08:00 06: 00 08:00 08:00
Volume 32 28 54 68 sa 53 56 SO
PM Peaks 05:00 05:00 05 :00 05:00 01:00 12:00 05:00 05:00
Volume 158 52 139 58 37 26 148 55
ADTs
.
.
.
SIGNAL JUSTIFICATION REPORT
TRUNK HIGHWAY 7
AT
COUNTY STATE AID HIGHWAY 73/
17TH AVENUE NORTH
IN MINNETONKA AND HOPKINS,
HENNEPIN COUNTY
. August 2001
. SRF NO. 0014193
------- -
. CITY OF MINNETONKA
SIGNAL JUSTIFICATION REPORT
FOR
S.P.# 2706-205 (TH=012)
TRUNK HIGHWAY 7 AT COUNTY STATE AID HIGHWAY 73/17TH AVENUE NORTH
IN MINNETONKA AND HOPKINS, HENNEPIN COUNTY
(ONE OF "fWD SIGNAL JUSTIFICATION REPORTS FOR THE CSAH 73 RECONSTRUCTION PROJECT AT THE
INTERSECTIONS OF TH 7 AT CSAH 73117TH AVENUE NORTH, AND CSAH 73 AT MINNETONKA MILLS
ROAD/FIFTH STREET NORTH)
AUGUST 2001
Proposed Letting Date: March 2002
I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly
Licensed Professional Engineer under the laws of the State 01 Minnesota.
6eo~ M. stueJit.tPPi~
Print Name
X{ y(.~ ;Z18'4? 7/3 l/(j (
Sign~ Reg. No. Date
. APPROVED BY:
City of Minnetonka Date
City of Hopkins Date
APPROVED BY:
Hennepin County Date
APPROVED:
Assistant Division Engineer - Traffic Date
Metro Division Assistant State Aid Engineer Date
I CONCUR with your determination that a traffic signal is justified at this location based on the Signal
Justification Data (Sections VI and VII).
. State Traffic Engineer Date
SRF No. 0014193
H:\Signals\41931&JRlrn 7 at CSAH 73.doc
---
. TRUNK HIGHWAY 7
AT
COUNTY STATE AID HIGHWAY 73/17TH AVENUE NORTH
IN MINNETONKA AND HOPKINS, HENNEPIN COUNTY
Date: August 2001
I. PROJECT DESCRIPTION
Existing Conditions
The subject intersection exists along Trunk Highway 7 (TH 7) in the Cities of
Minnetonka and Hopkins, Hennepin County, as shown in Figure 1. TH 7 is a vital
regional highway that serves a variety of transportation needs. It has been classified as
a four-lane divided principal arterial by the Metropolitan Council and provides a key
east-west thoroughfare for the western Twin Cities suburbs. TH 7 presently functions
with a posted speed limit of 45 miles per hour near its intersection with County State Aid
Highway 73 (CSAH 73) and 1 yth Avenue North.
CSAH 73 is a two-lane minor arterial roadway running north and south across the
. eastern part of Minnetonka and the western part of Hopkins. On the north leg of the
subject intersection, it serves as the border between the Cities of Minnetonka and
Hopkins. CSAH 73 operates with a posted speed limit of 35 miles per hour at the
subject intersection. 17th Avenue North, the south leg of the intersection, continues
south through Hopkins to CSAH 3 (Excelsior Boulevard). It is a local two-lane roadway
crossing through a low-density residential area with a posted speed limit of 30 miles per
hour.
The intersection presently has full-traffic-actuated signal control with protected left turn
phasing for both TH 7 approaches and split phasing for CSAH 73/1 yth Avenue North.
Development along the CSAH 73 corridor is primarily residential north of TH 7 with
some commercial and mixed land uses at the subject intersection. Current intersection
geometrics are listed below (see Figure 2: Existing Conditions).
. Eastbound Trunk Highway 7 Approach:
One left turn lane, two through lanes, and one free right turn lane
+ Westbound Trunk Highway 7 Approach:
One left turn lane, two through lanes, and one right turn lane
+ Northbound 1ih Avenue North Approach:
One shared through/left turn lane and one free right turn lane
+ Southbound County State Aid Highway 73 Approach:
. One shared through/left turn lane and one free right turn lane
1
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. CITY OF MINNETONKA FIGURE
g T.H. 7 AT C.S.A.H. 7:M7TH AVENUE NORTH 1
eollBulting Group, Ine.
Job '0014193 f~"'N;\<I9rKJl'\419J\5)"Afl9149n PROJECT LOCATION MAP ~
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- ~ T.H. 7 AT C.S.A.H. 7M7TH AVENUE NORTH 2
CalUlulting Croup, Ine.
~ EXISTING CONDITIONS \. ~
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:A /" "\ efTI' OF MrNNETONKA FIGURE
- ~ T.H. 7 AT C.S.A.H. 72!l7TH AVENUE NORTH 3
CDJUlulUng Group, Ine.
.J PROPOSED CONDITIONS .J
\. JOD 'OJI4!93 m", Hi-.s!gnof5\11'35\q$Mlg3dgn
. Proposed Conditions
The proposed project focuses on reconstructing CSAH 73 from TH 7 to 5th Street North.
CSAH 73 will be widened to provide left turn lanes and raised medians on the
northbound and southbound approaches. The traffic signal at the TH 7 and CSAH
73/17th Avenue North intersection will continue to operate as a full-traffic-actuated signal
system, but it will provide protected left turn ~hasing on all four approaches and
eliminate split phasing along CSAH 73 and 1 i Avenue North. The existing signal
system will be revised to accommodate geometric and phasing changes at the
intersection. The posted speed limits along all three roadways will remain unchanged.
Revisions to the traffic signal at TH 7 and CSAH 73/1 ih Avenue North are to be
included with the aforementioned roadway project, along with the construction of a
proposed signal system along CSAH 73 at Minnetonka Mills Road/Fifth Street North.
The proposed intersection geometrics are listed below (see Figure 3: Proposed
Conditions).
. Eastbound Trunk Highway 7 Approach:
One left turn lane, two through lanes, and one free right turn lane
. Westbound Trunk Highway 7 Approach:
One left turn lane, two through lanes, and one right turn lane
. Northbound 17th Avenue North Approach:
. One left turn lane, one through lane, and one shared through/free right turn lane
. Southbound County State Aid Highway 73 Approach:
One left turn lane, one through lane, and one free right turn lane
The revised signal system will be interconnected to the proposed CSAH 73 at
Minnetonka Mills Road/Fifth Street North signal system.
II. SCHEDULE AND PROJECT MANAGER
Project Manager: Lee Gustafson, P.E. Timothy D. Phenow, P.E.
Director of Engineering Vice President
City of Minnetonka SRF Consulting Group, Inc.
14600 Minnetonka Boulevard One Carlson Parkway North,
Minnetonka, MN 55345-1502 Suite 150
Plymouth, MN 55447-4443
Telephone Number: (952) 939-8239 (763) 475-0010
Estimated Letting Date: March 2002
Estimated Construction
Completion Date: October 2002
.
5
. III. NEED FOR PROJECT/PROJECT DISCUSSION
The proposed roadway project and signal revisions are needed to provide for more
acceptable traffic operations at the TH 7 and CSAH 73/1 yth Avenue North intersection.
The signal work is an integral part of a larger improvement project. Once completed,
the improvements will allow the regional traffic system to better support the high levels
of traffic currently passing through the intersection as well as accommodate any
additional traffic generated by future growth.
Modifications are needed to ensure that the signal system compliments the changes in
geometries. The signal revisions will most likely include relocation and possible
replacement of signal components, including mast arms, hand holes, signal heads, and
conduit. Signal phasing will also be changed from the existing split-phase operation to
a standard eight-phase operation. Since this intersection supports large volumes of
traffic and the revised geometrics and high travel speeds necessitate protected left turn
phasing on all approaches, the best way to ensure safety and smooth operations is to
revise and maintain traffic signal control at this intersection, Therefore, signalization
must be continued to provide for acceptable future traffic operations at the TH 7 and
CSAH 73/1 ih Avenue North intersection.
IV. PUBLIC AND AGENCY INVOLVEMENT
. The Cities of Minnetonka and Hopkins, Hennepin County, and Mn/DOT will be required
to coordinate funding for the proposed traffic signal system.
V. DESIGN CRITERIA AND EXCEPTIONS
No design exceptions to MnJDOT or AASHTO standards are required.
VI. JUSTIFICATION
Traffic signal justification is based on applying the applicable warrants for signal
installation as outlined in the Minnesota Manual on Uniform Traffic Control Devices
(MMUTCD) and reconciling the roadway geometries, proposed lane usage, existing
traffic volumes, and planned changes in the area roadway network with the
requirements of the MMUTCD and sound traffic engineering practice.
.
6
-..-.- .--------
. TRUNK HIGHWAY 7 AT COUNTY STATE AID HIGHWAY 73/17TH AVENUE NORTH
The signal warrants analysis is based on the assumptions shown below:
Warrant Analysis Assumption
Geometry: Mainline 2 or more approach lanes
Minor Street 2 or more approach lanes
Approach Speeds: Mainline 45 miles per hour
Northbound Minor Street 30 miles per hour
Southbound Minor Street 35 miles per hour
The TH 7 at CSAH 73/1 yth Avenue North warrants analysis was based on 16-hour
approach volumes collected by SRF Consulting Group, Inc. in June 2001 (see the
Appendix), proposed roadway geometries and the posted speed limits of 45 miles per
hour on the mainline (TH 7), 30 miles per hour on the northbound minor street (1yth
Avenue North), and 35 miles per hour on the southbound minor street (CSAH 73). The
warrant requirements were reduced to 70 percent of their normal values to account for
the high travel speed (45 mph) along Trunk Highway 7.
Based on the signal warrants analysis, continuation of traffic signal control is warranted
. at the revised TH 7 and CSAH 73/1 y1h Avenue North intersection by satisfying Warrants
1,2, 8, 9, and 11 of the MMUTCD (see Table 1 below):
Table 1
Signal Warrant Analysis Based on Existing Traffic Volumes (1)
I Hours Met I Hours
Required
MMUTCD Warrant (2) to be Met Warrant Met
~ ~---
Warrant 1 .~ 16 Yes
Minimum Vehicular Volume
~--
Warrant 2 16 I 8 _~es
I nt~rruption gJ. Continuous Traffic
Warrant 8 16 8 Yes
Combination of Warrants
~..~ -----"
Warrant 9 16 4 Yes
Four Hour Volumes
-- --
Warrant 11 16 1 Yes
Peak Hour Volume
(1) All background supporting data for met warrants can be found in the Appendix of this report.
12) Warrant requirements reduced to 70% of their normal value due to the high travel speed (45 mph)
along TH 7.
. In conclusion, continuation of traffic signal control at the TH 7 and CSAH 73/1 ih
Avenue North intersection is warranted by meeting MMUTCD Warrants 1, 2, 8, 9, and
7
-- ---
. 11 and is further justified by the anticipated conditions. Revising and continuing
permanent traffic signal control at this location will help the regional traffic system to
support the levels of traffic currently passing through the intersection as well as
accommodate any traffic generated by future growth.
.
.
8
.
VII. ApPENDIX
W ARRANTS ANALYSIS
TRAFFIC VOLUME COUNTS
.
.
9
. WARRANT SUMMARY
Intersection: TRUNK HIGHWAY 7 AT COUNTY STATE AID HIGHWAY 73/17TH AVENUE NORTH
The intersection meets the following MMUTCD warrants:
Warrant No. 1- Minimum Vehicular Volume met for 16 hours
Warrant No.2 - Interruption of Continuous Traffic met for ~ hou rs
Warrant No.3 - Minimum Pedestrian Volume met for hou rs
-
Warrant No.4 - School Crossing met for hours
-
Warrant No.5 - Progressive Movement met for hours
-
Warrant No.6 - Accident Experience
Warrant No. 7 - Systems Warrant met for hours
-
Warrant No.8 - Combinations of Warrants met for li hours
. Warrant No.9 - Four Hour Volumes met for 16 hours
Warrant No.1 0 - Peak Hour Delay met for h au rs
-
Warrant No. 11 - Peak Hour Volume met for ~ hours
Warrant No. 12 - Senior Citizen and Handicapped Pedestrian
Crossing (Minnesota Approved Warrant) met for hours
-
-" . ..----. - ~ -
Notes:
(1) All background supporting data for met warrants can be found in the Appendix of this report.
(2} Warrant requirements reduced to 70% of their normal value due to the high travel speed (45 mph)
along TH 7.
.
10
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Other : File 1. D. 4H3 54792
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04:00 * .. .. ... 12 22 15 21 . .. 14 22 * .. .. ~
05:00 * ... .. ... 55 611 60 n . .. 58 70 .. .. . *
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CI1Y OF MINNET. C.S.A.H. 73 COR.R AT T.H.. 7
DETAILED PREUMINARY ESTltw"1ATE OF CmJSTRUCnON COST
HQPKI NS CROSSROAD I TRUr.JK HIGHWAY 7 --
~NTERSECTION AREA
SP 270B.205
STORM STORM I ,-.
UNIT PAR.TICIPATING PARTICIPA Tl~JG SEWER SEWER
ITEM NO ITEM DESCRIPnON UNIT COST QUANnTIES CDS! QUANTITIES caST
2:301603 CRACK REPA~R (TYPE A.3Sl L1NH $1.7" 350.0 ~5~5 0-0
-..-..- ... .------ ..------ ---.- ----- .---- -
2J01.603 CRACK REPAJR (TYPE A-4S} UN FT $200 35~0 $700.00
...--- _.,------~ --- --... . ----
2301.603 JOINT REPAIR (TYPE A 1 SJ UN FT $1,25 90tH 5.1,125.00
------ -- ------ -- -
2301.503 LONGIT JOINT REPA~R (TYPE A.5H) VAR L1NFT 51,(10- 240,0 .$240.00
-- ___on ----- ~ ----- ---,~
23Ci160-3 PERMANE-NT TERMlr~AL H~ADE.RS UN FT 546.00 45jJ $2,116.00
-- .-..-- ....~-- - - ---.--
2301.6D4 SLAB JACKlNG SQYD $9.00
230t,6013 SEAL cONcRE:r~ PAvt::MENT (3723 OR 3725) LB $8.00 222 -S :51,75D.OD
. . ..~--- ~- . --~- - - ----. -- .~-~- ---~.~
2.J01.EiO!3 SEAL CONCRETE PAVEMENT (SILICONE) GALLON $15.00 "" S4.395.00
- -- -~. --......-... ..
234D.50i 1YPE 41 WEARING COURSE MIXTUR E TON $3300 lB4.0 $6.012 00
- _.__ _._~.~.. n. C -"._- -- _.~- ---.
2'340,510 T'T'P~ 41 (:)1 NDE:R COURSE MIXTURE Tml $3{LO{l 11.0 S2,"l30,00
-- ~_~____n_.n_._ ..._._ _.._~~. -..--- .,-.----- ~ -.
2J40.512 TYPE 41 LEVELING COURS~ ~JjIXfURE TON 52900 62 $179.80
- ~ .-. ~ ..--. --... --_.. -- ~---~ -.- .-.
2340..514 TYPE 31 BASE CoURSE MIXTURE TON S2ElOO 120.0 .$3,360.00
-----~.._- ----- -.-...- ._.~ ...-- ----- -.-----.
2357.502 BlTUMlNOUS MATE~-RIAL FOR rAC~ cOAT GAL $1.20 B-ELO $165.60
...--.
24D-1.5-41 REIN~OHCEMENT BARS POUND S5_tlo .:125,0 52.12500 I
- ..------ ---- --- .-..- -- . $1.050.00 I
24116'8 MODUL.AR BLOCK RETAI NING INALL so r::T $.25.GO 390,0 $9,75000
.--.---- -- ----- --- ---
2502541 4~ PE:RF TP PIPE ORAIN WITIi SOCK LINn $7.00 150,0
--. -_._---_.~ .~. - ~ ---- ---. ~ -~ -- --.--.-
2503.541 12'. RC PIPE SEWER DES~Gij ]OOB CL HI UN FT $20.00 32" $540.00 I
--- ------ ~... .--... ..._------~-- --~.- -
2503 .541 15'. RC PIPE. SE\NER DESIGN lOGS CL IH L1N FT 5.2.2.0.0 29.0 $638.00
. .~- ---------... .__.~ _.__._~...~ - -------..--
250:l 54 i 15'. RC PipE sEWER DESIGU 300.6 CL.IV UN FT $42.00 194:[] .$8.1-4B_QO
- _.~"._-_. -,~.-~.... ----.. - - --- ----- ~._._-- ---.-,. ~ I
2503,541 tBn RC PIPE SE;;VJER DESIGN 3006 CL III L1t~ FT $28_00
2004.602 E)n GATE VALVE AND BOX EACH $70(LOD I
----- .-.-.---.-.....- --- -~.~-_. - ._~ .-.--.-
2504.602 ADJUST cURS aox EACH $25~0"
----- -_.~-----~-- .~ .- -- ----- .~-~- ---.-
2504602 ADJUST VALVE BOX EACH S25000
- - -- -------.. ~ ----. -- -..-..-- -----. -. -
25~45D2 HYDRANT EACH .$2,-000,00
.-.. ,~ -------- -..-- ------ I
250-4_603 6" WA TERMAIN DUCTILE tRON GL 52 UN FT ~2500
--- ------- ..--- ---..---- - ~ - I
2504.604 2" POL YSTYRENE ~1'J5UlJ\TION SOYO $12.00
-- -- ...~~._--- _._~- ---.- ,------- - -----1
::2504 604 4" POLYSTYRENE INSULATION SQYD ~2S:DO
------ --. ., -- ----..
2504.GO!l WATERMA~i~ FITTINGS LB .$3.DO
2506:502 CONST DRAINAGE STRUctUR~ DEsiGN SPECIAL 14!l" DIA.) EACH :Ji1,OOO_oo 40 $4.000.00 1
____L_ ___ ____.___. ._~..~.. ---~. -- ---~..- ------. 53.0Go.OQ.l
2506.502 caNST DR~INAGE STRUC1URf DESIGN SPECIAL (54" alA.) EACH ~, ,50Q_00 20
-..~--- -- ~ I
2506.5-02 CONST DRAINAGE STRucTUR~ DESKiN SPECIAL (95n DIA.) EACH $5,000_00
..- -. .-- ---- --_.~ - ~._- -~ ---I
2506.516 CASTING ASSEMBL Y EACH $45000
-- ____r _0--- --..- ---- ------- ------ .---.
25015.521 INSTALL CAsTI NG EACH SjOO,OO
--- -. "" .~ $300.0G t
25@.522 ADJUST FRAME &. RING CAsTING EACH $:30000 10
- -. ..-.---". -..---- --- -- ~- -~_. ._~- ---_.._.~ $1,200.00 I
2506.602 CONNECT INTO EXISTING STORM SEWt;,R EACH $400,00 '0
- .- ------.--.---. --- ----- ---~.-- -.-..
2506.602 RECONSTRUCT MANHOLE EACH ~S5000
--
2521,501 -4"' CONCRETE WALK sa FT .$2_50 ~ 4680.0 S1 i ,7QO.00
...----.--.1----. - .-
2.521.501 6'. CONCRETE WALK sa FT $4.DO 1 2450 .$980.00
---- ~.~ .. ._. -
2521.511 2.,5" BITUMI NOUS WALK SOFT $5 DO 1:5800 $7,950.0.0
-.-. ~. . .- --_....~_. ~~- .-.-..----
2531,501 CONe RETE CURB Eo GUTTER DE-S~GN 3424 UN FT $12_00 55.0 $66.0 00
------- ----. .~---- ------ --.~- -.-- I
2531 501 CONCRETE CURB & GUTTER OESIGI'J 8612 UN FT $10 O~
- .-.----.-- ~--_. -~- ---- -- -- ..-- .-. -..- ~--,,--~ I
2'iJl ~Ol cONcAI::TE CURB.... GUTTER DESIGN BEi1B UN FT &~ 00
-.-.-.-----.-- - u -------- --.---- - ---~
2531.501 CONCRETE CURB &. GUTTER DESIGN 8624 UN FT S1~.00 MO.G ;$8,400.00
-.
..--
CITY OF MINNETD. C.S.A,H. 73 CORR. AT T.H.. 7
DETAILED PRELIMINARY ESTIMATE. of CONSTRUCT10N COST
HOPKI r~s cRosSROAD I TRUNK HIGHWAY 7
lNTER:iEGTION ARt::A
SP 2705':;:05
~ STORM STORM 1
UNIT PARTICIPA TING PAR.TICIPATING SE:V\.'ER SEWER
ITEM ~JU ~TEM DESCRIPTIOI~ CQST QUANTlHES COST QUANTITIES COST I ,
~'.
2531_503 CONCRETE MEDIAN (DESIGN SP~C1ALI SQYO $4D.OD 2U50 Sll,208.0{l
-. ----- -,-_..~ -- -"--.--- -----.- - -..----
253'_o.'l2 peDESTRIAN CURB RAMP EACH S250.o.O 110 :S2,7::io-UIl
..__ nO _~____ ____ _ -.----.- .. - ---- -- - - ----. -. -- --..-
2';.4 5 6D2 RELocATE LIGHT STANDARD EACH $1 ,ODe M
.--- ---- ------"---- -- ..~-~ - ---- - -- ----
255-11,505 PERMANENt BARRICADES UN FT $42.00 2.4.0 $l,QOB,QO
-.-- -_...------ .----.. -----...- -. ...---- -- --
2'-5S7,fiOJ INSTALL fCt;;NcE UN FT $1000
256).0601 TRA~FlC cONTROL LUMP SUM $4',00000 ~ 270 -$11,aSO.Oil 0_02 $MO DO! .~,
.. ____. ... _____R___ _O_~ _...R____ ._---_.~ ---.--.
2554.5]1 SI GN PANEL" T'/po C SF 522 00 1'6.25 S3 21750
---....-.,- ---.. .-- __0-- ----- u__I_
2564 602 INS1ALL S~GN TYPE C EACH $120.DO 12.0- .$1 ,~4D,OO
.------- m -.- ---.. - .- --. ---- --- 'R__._
256-'\ ,602 51GN C.OLLAR EACH S10.0G 16.0 $160,00
2564.602 PAVE~1ENT MEsSAGE (ARRO\M EPOX Y EACH .$B5,[I0 7." S5~5 00 --.1'-
---'---''''-'' .._----~ ----'.'-- -- .-~---_.- ---
25-64.602 PAVEMENT MESSAGE (ONL YI EPOXY EACH $95 CO
______ _________m ~__. ___0'.- ---- ___n_ I
2564.503 4" SOLID L1NE wH~TE-EPOXY L1'JFT $03" 1065.0 $319.50
--~------- ._--~ ..-..- -. --- -- - - --_..---- ----- .--
2554_SQ3 4" BROKEN LINE WHITE-EPOXY L1NfT .$0.30 700 $2100
-----,----- .._._-~ -- ---~- .---.--- ------- -- -I
25M ,EiOJ 4"' SOLI D LlNE YELLOW-EPOXY UN FT $O.J. 16jO,O $'51tl50
-. --.. --------- ..---.-. - -- ---.-.- ---. - ---~
2.564.603 4" BROKEN LINE YELLOW-EPOXY UN FT SO.35 SO" .$26.00
~5-Ei4 cOJ 24" SOLID LINE YELLOW EPOXY UN FT $8,75 45,0 $::'93.75 I
__.__.___ ___.O_T___ ---...-. - --- - -.-.---- - ----I
2564.5m 4" DOUBLE 30LID LINE YELLOW EPOXY ur.!FT $0.70 450 $::1'50
.-.-.- --- --.------- ..- - -- ~o_______.... ~~ I
25-64.604 ZEBR.A CROSSWALK VI.lI--lITE EPOX,'( sqYD S4D.OO L1SO $5,400 OIJ
-..- -.--.-------------.- ----- --- ---- ~ .------..
255-5.511 FULL TACT T CONTROL SYSl EM a SIG SYS .$140.DtnUlO ~=--'I
. ----.-.-.- -- ---------- ..--.. ---. ---- -. _.~ ~- _.---
2565,601 EMERGENCY VEHICLE PREEMPTION SYSTEM LUMP SUM $5,2DO.DO
____.~_ ____.._ ---___"_.0 ------_.---- - --- --- ---=-~ I
2:565,601 TRA~FIC CONTROL tNTERCONNECTlON LUMP sUI'I1 $5,500 Oil 05 $2,75000
-----. - ----. ---- -_.--- - -. __n --
2~65.l504 REVl;jE SIGNAL SYSTEM ,oAo SIGNAL ~YS -$96,60Q.QO D5 $4B).00 00
2571.541 TRANSPLArlT m~E TREE $50000
-- -- ------_.. ---- ------ ..--- - ..--- .-- -_.- -"
2571_6()2 INSTALL 1 REE GRAiE EACH $HJ[I{JO
__. m --..--.--..- -...---. - -- -- --- - --
25n,50~ BALE C~ 1l:-CK EACII $7.50 :m_D $225 00
-------- ---.. --.- - ---- __nO - ----..------ -... .----- -.- ---
2573 '502 SILT FENCE, HEAVY DUTY ut4FT $200 170{] 0 .$3,400,00
---- -----.-. .--- .-- -- - .-.. --_.---
2575.505 SODDING TYPE lP.WN sa YO $2.,50 720.0 S1,!lOO 00
_____ .__ ____ _...ur ---.--. -- --..--- - -- .-. -
2575 5J2 COMME.RC!AL FERTILIZER ANALYSIS 1"212 12- POUND $040 J2.0 S12.~O
TOTAL CON5THUCTlON $.244, H7 20 $20~55G.OO l
35%. ENGINEERING DESIGN, U'olSPECTION
ADMINISTRAT~ON & CAPITALIZED INTEREST
TOTAL COST ' .
CITY OF MNNETON. C SA H 7 COR .T T H
DETAILt::DPR:e:UMI~JAf'lYESTIMATtOFCONSTRUCTIONCOST . , . . 3 RID . ..7
HOPKI~JS CROSSROAD
17TH AVENUE
c1TY OF HOPKINS\
SAP 132 :'H8 DEI
Imrl NON STORM STORM I
LJ~HT PARTI':::'IPATH~G PARTICIPATING PARHCIPATliJG PARIICIPATlr~G SEINER sEWER
HEM NO ITEM DE.ScRlrT~Ot,~ uWi COST QUANTITIES COST QUAI,m f1ES COST QUANTITIES COST -
_.- f------ __ -- - I
2021501 MOBILlZATlm~ ____.__ LuMPSUM ._$20,OGOQ~.. 003 ~ -~~~-- _1____
2101501 CLEARlrJG ACR!: $4,QOO,OD
.._--- ----"--- ~- -~--
2.'01 502 CLEAHIr-JG TREE $150.00
211J15(!(; GRUB8_1~_,~-._-- ACRE .~.~~---- ~.~-~_.- -- -==-====- I
~101_507 GRUBBING TRJ;;E S1S0,OO
2HJ2501 PAVEMENT MARKING REMOvAL E3Q FT ~1 25
_ ---- .---- ---- -------- -----~---
21G,502 PAVEMENT MARKING REMOVAI_ UN FT 1100
~.---"-_.. --- --. - -- --,---~---
~ 1 G4, 601 REMOVE: BITUMINOUS CURI:3. UN FT $1, DO
-- ---- ---- --------- ------ ---
:('104501 REMOVE col~CRETE CURB UN FT $200
2104.51J1 REMOVECURBANDGUITER ...- lINFT -- $-200-- - -- --- -- I
21IJ<l501 riE.MOVE FENCE LlN H .58,00 I
--,------- -- ------.-- ------- ----,- ---,-----
2104SrJ1 REMOV~ sEINER PlPE (STORM) UN FT $11,QO
2104503 ~~O_YE CONCRE~~ WAl K - SQ FT - -~ -.- _ =-==- =---- 1----
2"\04503 REMOVE RETAINING WALL sa FT 5-500
2104.505'- -REMOVE ElI1UMINCJUS PAVEMENT SO YO $2.50 - L 1
211J~ 505 REMOVE CONCRETE PAVEMENT SU YO Sl1 ,50 I
____ __ __. ____ ___ __,_~.__.o_
21 Dol, 509 REMOVE BOLlARDS EACH $5000
21G4,50:J REMOVECASTiNG'------- ----- EACH ~5ll00---" ,--- ...- 1
2104,509 r~EMOV~[lRAjl::JAGESTR-UCTU~~_o ~_~- EACH ._. :;'::10000 -- __ ___ ~__'.T _o--=-=--~'l-
2104.509 REMOVE HYDRANl EACH $250 00
:;110'150.9 REMOVE BIG!'>! TYPE C EACH $Hi 00 ~ 0 .$15_00
--------.- -- -~.._--------------
2104,SO~ REMOVI::. ::iIGN TYPE SPECIAL EACH -5200.UO
---,-,-- --'--'- .-- ----. ,- ------ -
2104,51\ ~AWlNGCONCRETEPAVEME:~:(F~LLtJI:.PTHL- __. _ L1r~F1 ~e;ue,. _.___ _____" __. _. __ ____.
:2 1 IJ.4, 5 1:3 6AWIIW BlTUM INDUS PAvEME:NT (FULL DEPTHl L1H FT $2 ao
___ __________ ___ ~___ _.___ ----- I--- -----
21[1-"1_521 SALVAGe:: rErJc.E L1~J H SS{]O
210'~523 c;ALV~~ECASTING.__._c____ EACH __~~~~__ _____ ..___ 1------..__ _1,_
21{J4,:52~ SALVAGE 5~GN TYPE C EAC....I S2500 I
210,,52~ ~~L~AGETRl:~~~~!~___,,_ EACli _.~ ~____ _o.~ _H_ -"
:1.104.602 ~~~~~TE BUS 8EI'>!CH 0 EACH $250,00 ~____ __ _~_ ----------.-1
2105_501 COMMON EXCAVATION CU YD $5 DO I
2105.507 SlIB-GRADE EXCAVAHO'N -- - eu YI1 5.3 GO ~--~ - --,
2105522 SELECT GRANULAR ElORROW (CV) CU YO ~11.51J r
21{JS,604 GEai-Ex~I.::_f_~~~~_~I_~- ~_o_ SQYD ==~:~_=~~- ~"_~-=-~.=~~-. _.___-_~-._ I
221150:3 ~~~~EGAn:BA~~_~GVICl/lSS_~__,___ cuvD .,~G_ _.. ___________..c 1
2211-807 ~~~M~~I.EAGGREGATEBAS~lPAB~._~OGAH\{Cc~J___ CUYD $2~OCJ ------- --- ----- -- ~ -- ----- I
2234.60<1 tJHlL BITUMI:-J:OUS PA'JEMEtn ISI-'f,.CIAL) sa YO $l -';lO
2301.503 CONCRETE PAvEMErH IRREGU~ WIDTlI 7 0" SO YO S17 0-0
----- --"'-.----.. ~------ -- -- ----,-- --- -------~- .-- -'---
2301 511 STRUCTURAL cmJCRETt. CU YD $10D OU
--1-- --- ---- ------- -- ----- --- -- ~-
231J1 5~-5 CONCRETE CaRiNO EACH $65.00
-----. --- --- --------- --_.~ -,-- - ------~-
130-1,602 1,25" DOWEL BAR (EPOXY COATED) EAC!! 51 () 00
~_.------ ~.--- ----- ---- - _.- ------ -- ------
2.301 -liot: DRILL AND GROUT DOWEL I;;IAR EACH $200D
____ ______ __.____ ____ ___'_ _,___0----
2?JQ1.G02 DRill, AND GRnUT RE'INFORCEMENT E3AI~ EACH $~O,OQ
_______ __0--' ---. -- --,--- ----- ------------
2~D1.BD2 NO l~ f!EII~~ TIEO. nAil' ~ErOXY COATI::.D) I::.AO ~ $10 ao
2301603JCRACK~~~YPEA-:lS~___ _.. I L1.N,!2.....J_..,~_~ __~______~_ J___ _ __l____ __I_ l _.~l_
. I
CITY OF Mlrl","~TONIfA OR
onAILEDPRf'lIMINARY ESTIMATE OF CONSTRUel'ION COoT C.SA.H. 73 C F{IDO AT T.H.. 7
1-IOP1-:tN5 CROSSROAD
17TH AVENUE
felT\' OF HaPKI~lS)
SAP ;32 3'18 (lE . -
NOr~ rlmJ STORM l::lTORM I
UrJIT PAr~1ICIPATIN(; PART1CIPATlrlG PARTIGIPA1lNG PARTIClPAWlG SEWEr-.'! SE""w'ER
ITEM r.JO ITEM DE:SCRIPTION U~I1T COST UUMHI rH::;~ cas I QUA~JTITIES COST utJA~mTIES cas T
2JQI.GC3 CRACJ~ Rf.Pf,IR (T'YPF A.-.:lSl L1r~ Fl ~2,DO I
-- -------- ----~ ----.- - --_._.---~--_.. . --
'2:)Ol,6'::J~ JOINTREPAli'l (TYPE.A 1S'i Lt~ FT S125
2301:[30:3 LOrJGIT JO'N~r"REP~'{~~,!:: A,5H'1 VAR ---. L111 FT -- ------;\Qu 1-- -
2Ja'l60~ ~ER~_~~~E.rnT~R~.INALHEADERS--=__ ~=- L1r~FT =~ $4[300 -- --- --- -- -- -~~l
2301.6{JtI SI./I,BJACKING SQ'/\) SSoOD '35,0 S1,2.150:::1
2~{]160B SEAL:_ONCR~:~~\iEMt:~~_~~~3~1~3.~5~____ LB ___s~~_ __ _., _____.. __ __ _._ T
~::~:~: ~~;~,~~,~;~V.o~~~I~I,;~~~~~IEI _ ____~ G:~,~tJ ___ :::-:~II_ _~ _ _ --~==-=:-. _=-- -- I
2~4D.510 !~P.~_~1BI~DERCOU~_~_'~~~U~___ TOI\I ~~~ ___ ___H_____ --[...
2Jl\O 512 TYPE .1; LFVELlNG COURSE MlXTURE 10N $:;'000
-- ---.--. ---- . .-- .-.- .--.- -. -. ---. I
2:'.40 ~ 1-1 TiPf J1 BASE COllRSE MIj(TURE TON $28,or
2;)Ei7,-501 GITUMINOUSMATERIAl-r:ORTAC-KCnAl ---- GAL $',20 ---- .---- ,----- -- --- - -----
24{]1 !:,1\1 REli,II=URcE.MEhlT tlARS pourm ::'5.00 I
2411 cHi MODULAR BLOCK R.ETA\~J1NG-;;ALL - - -- -- sQ FT $:!5_~D -- -- - .- -- --- -.--- -----
~ ---.. --- -.-- -~--,--,-- -- -- -,--_.._----------
2502 :i~; 4h PERF TP PI PE DRAIN Wlnl socK. L1N FT P 00
~~D:i,541 12"RCP]PE-SEWE:.I~DESIGjJ3006r:~- ____n' LINFl ------;20001---- -- _ ---- -- --- - ~
2tiD3.541 ~-CI-'IPE-SEw.:.RD-ri5IGN-30r)Fir:L~-. ~ uNPT -------s21.CJD - - - ~ --- --- 1
250:lS.11 ~CPIPE-SE'~JEf1~~~~:i~CI_,I~_ ~----=- __ 1_IJ.ln ---:S;42~~ --- ~=~.--=- -- I
25m.541 11:1" RC P1PE SEWER DESIGN 30015 CL ~II UN FT $2El_OO
~S-O.1 r;o.2 ,(j" GATE. VALVI:. AND BOX teACH ;fj7<JO DO
-,-- ----~---,-- -_.-~-------'- -_.----~------
25{]4,60:! ADJUST cuRB ElOX EACH $250 GD-
-- ---- --~ ~,-------- -_..--_.._---~ ---
2504 G02 ADJUSr VALVE BOX EACH ~2S-D,OO ~ 0 $1,DOO.OG
-------.,. ------------ -,-- ---,---- -----
~504.[j02 H~'DRAi,JT EACH ~2,DO{l 00 1,0 ~:1,{JOD GG
--. -- ---..- --,---_.--- - --- .-- -
2504.803 G" WATERMMJ DUCTILE n10N Cl5~ UH n 9i2S 00 :w u $5GO,OQ
250J.6{).1 i:-POLYSTIRENtIN5ULATlC,N .--- -- """,c;OYD-- S12.00\---- --- --,-, -- - -- -.---
250>16G" ~~OLYSnRl:~jEl~~8U_LATID~____ __ ___~Q'r'D S25D.CJ ___ ____ __,.
251:J4 508 WATERMM~ FITTINGS LB.5;) 00 He_D S,:!.;D.ClO
2500_502 CmJST D'RAIi-lAGC smUCTURC DE::i~l.JI.J SPEClAL (4. '...DIAJ EACH $1,I:JD'J o-U . I
-_.~_.-------- ---------~-- ----- ---- --.--- - --- ------
2506.5002 CON5~DRA.r-.JAGE$TRV~~UR[Dl:;~IGr:_~PECI,l.,Lr~~?~A.~- b\CH $.;,50[1.00 __ _____ __._, ___ __ _~
2500 5D2 cUNsT DRAIHI\GE STRUCTURE tl~sIG"-i SPi:CIAL ('J6.., [HA ) I::ACH $5,OmHliJ
._,-,-- ~---- -.---,,- --- --- ---
2506 511i CAST1~IG ASSEMI3L y E.ACH s~5G 0.0
----_._-------~--_. ------- --- ------... -----,~-- ---- ---,-
~5D6 52; 1~~Sl ALL CASTliJG EACH i30000
-- ---.-- ------ ------ ---- --- .-- ---
250lB22 ADJUST FRAME .& RIi'jG CASTlr~G EACH $::mo 1]0 1 a $::00.01J
- ------ .-------- - - ---_.-- ~---- ------------, ---- .---
2'50Ei.G02 CONNECT Irun EXISTING EiTORe,~ SEWER EACH $40u,DO
----------.- --.--- - -- --. ,~----------_._-
25065-02 RECONSH1UCT MAi~HOLE EACH $55Q_OO
2521 :]01 .j" CONCRj,;TE WALK sa rT :ti~.So I
-----.-.- _...- .-- ------.-. ..-...-------
:2521,50; 6-.' Cm.JCRETE WALK sa FT -E~ 00
252',~11 25.'BITUr.-1INO~~~~~___ .____,__ SOFT .$5,00- ___._______. __,_________ ____._. --
2531 501 CDNCP!.(; n:: CURB IL GUHER DESIGiJ 8,124 lIt~ FT $12 co I
25:'.1 S01 ~~r~C~ETE ~~~~ ~_~~T!!,R C_~~~GN B~___ L1N FT _ _ ~10W _ ___,. _._~_ __ ___ - --- . -
2~31_501 ~t~~~_~.~~!GUTTE-RDESIGr~B-61~--- ___ L1rl~"T StiDD ------ -~ -- _ _ --. I
2531 501 CONeR!:. rt:. CI)F:!B & GUnER DESIG~J 1:l624 UN r-i $l.CJ DO
",,", ,oo,,,,,,,,,,w,,"".'~''',"___ "," -"""l-- [ --1--- -p ~-l
~531,6n";l PEDL::STRIAN cuRG RAMP 'EACH $.25000
2.545eu2 RELOCATF.;l,IGHT~_~AlmARD __~~__=~~_____- EACI1 --~1,OD~,~ ---- -- - _ = - ---~----- -- --- -- I
2554 ~05 pr;RMAIJENT BARRICADES UN t=1 $4::!,Oo-
------ ----~--.'--_. ---- ---- - -- - -- -- -
2S51,5O:J- II~STAl_L FE1\;CE L1tJ FT 1i10,{10
- ..--.------ -- -------. - ---- .-.- --- --- --- -- - ----
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e C.S.A.H. 73 CORF\I.AT T.I-I.. 7
crrv OF MIN~JETO~~KA
DETAILED PRHIMlNARY ESTIMATE Of CONSTRUC'rID:N COST
HOPK~NS cROSSROP.O
CSAH n
CSAH 73 (HENNEPIN COUNTYI
SAP.027-5n.07
STORM STORM
uNit PARTICIPATlNG PARTICIPAT,NG sEwE.R SEWER sIJB-rOTAl
ITEM NO ITEM DESCRI PTION UNIT COST QUANTIlIES C08T QUANTITIES casT 'ESTIMATED
COST
;DOl bOl DRILL AND GROUT RElr~FORCEMENT BAR EACH $"20.00
_...____.c ----.-.. ---- - - ---- ---...- --- --_.- .-.-.- ---- -- --_..,
2301.602 NO. '19 R~INF T1E 8/1.R {EPOX'( COATED] EAcH :1:1000
230 i 503 CRACK REPAIR fT'(P t: A-3S) UN.Fr $UD
.--- -- --- -------- ---- ---- ... --.- --- -.-.--- -- --
:;!J015o.3 CRACK REPAIR {TYPE A.4S1 llNFT $200
-- -.-- ----- --- .- .-- --~1251-. n__ -- ---. ----- ---.. ---- -----
2:101.603 JUINT REPAIR (TYPE A-1 S) UN iT
._____ __ ___no ----- --- --- --- -- . --- -
23Q1603 LONGIT JOINT REPAIR (TYPE A-5H) VAR UN FT 1100
.--. .~- -~.__..- ---- ~- --..- -.----- -- --- ~~---
2:301.60J PERMANENT TERM1HAL t-IEr~DERS UN FT $4Ei.UO
...- -- ----... -----. - .. --.-- ---. - -- -- --.- --
2~Q1.604 SLA8 JACKING sa YD S9.0U
22,[}1.6-o8 SEAL cONCRETE PAVEMErn (3123 OR ))251 LB laM
-- ....----.. -.----. - --- ...-----. -- -- --- ----- --- -
2301 ,!'lOB sEAL CONCRETE PAVEMENT (S!L1CDI'IE) GALLON $"/50ll
___ ____ __." __ ___.n - .--- .-- ---- --- -.---- --.--- - -- ---- -
234D,5Q~ TYPE 41 WEARING coURSE M~XTUR~ TOt"j S3:UJO 57' $1-89-42.DO S1 e,942:00
. .--- - --- ..---- .----- ------ --- _n - ..-- -.-
2340:510 TYPE 41 GINDER cmJ RSE MIXTURE TON $3000 707 $21,21000 $2.1 ,2HJ 00
-- ---~ .____M --...----- .---- - --- -- .--. -- --- --
2:3405i2 TYPE -11 LEVELING coURSE M~XTlIRE Tot~ $29 DO
-- -- --.--.. -- .- - - --- --- - - -- .... --.. - ---
2J40.514 TYPE :3 i 8ASE COURSE M1XTUR~ TON $~El 00 1049 $29.172.00 s2g,:nL_00
----- ___.___ L_____._ .------- ---. -.-- --- -----.-. ____._c_____
235-7 _5D2 BITUMINOUS MATERIAL FOR TACK COAT GAL $\ 20 50B s.n9.60 .$129-60
2.401,541 REINFORCEMENT 8ARS POUND S5_00
.--- --- --.--- -- ---- . --- -.----- .-- --- -- - - ..--
2411.618 MODULAR BLOCK RETAINING WALL sa FT $25.00
_.--- - ---. ---- ---- --..---- -_.--- ---- --- - -- -- . ------
2502_51\1 4'> PERF TP PIPE DRAIN wm-! soCK. un FT $70.0
- --- ---- -.---... ---..----- --" ---. --.. ---------- -.- -- -.- -
2503541 12' RC PIPE SEWER DESIGN 3006 CUll lIN FT $2Q.O~
. -- --- --- --.--" ----. .--.---.- -- ---- .-.--. --.-- ~------- --- .. --.- -
25D1541 15" RC PiPE SEWER OEsIGr-.; 30-06 CUll lIfl FT $22.00
-----.. -- .---.--- ..--..-.- - -.---. .-.- _.----- --- .-- ---..
250:3,541 15" RC PIPE SEWE.H DESIGN )Q(}Ei CL.IV L1NFT $42,OQ
-- -..-.--.- -- ----- --- 1---.- --- - - ---- - - .-
2503541 1 B~ RC PIPE SEWER DESIGN :\006 CUll UN FT $28,00
25-04_602 5" GATE VALVE AND BOX EACH $100.00
---- ---- -----------.. ..--.-- ---- -.-.--- -- ------ .--- ._--" --- ----.--
25D4.502 ADJUST cURE! BOX EAcH $2sa QO
-..-.- ~------_.-_._- - ---,-- ----.---. --- --- ...-- -- ----
2504 5-02 ADJUST VALVE 80X EACH $2500Q
----. -..-.-.-------- --.- - -...- -- -- -- .- ---. -- --.--
2504.602 HYDRANT EACH $2,000.00
-- -.. .-.-- --- --- ---- c_ -.-.--- - -_..-- -~_.-
2504,ou3 5W WATERMAI ~J DUCT~LE ~RoN CL 52 1I1J FT $.25,00
n.___ ----- -----.. ---...-- ----- --- . --. ..--- ----.-.--- -... .-----.- --
2504_604- 2" POLYSTYRI::I~E: INSULATION SQ'{lJ $12.QO
-- .------- ----....---- ---~---- - - . ~-~--==~=~-- ------ .---..-. -- ;
2504.-1504 ,;,'. POL YSTi'RENE INSULATION sa YD $25 0.0
- -- --- ---. .-- - ----- - ----. L____._..
25D4.50l:! WATERMA1N FITTINGS L9 SJ.Q,j
25a6.S02 GONST PRAINAGE STRUCTURE DESiGN SPEGlf,L (4a'. CIA I EACH $1,000,00
- - ------ .---. ----- -~-,_.- - ------ . --- --.- .---" ---- ---
25D5,5U2 coNST DRAINAGE STRUCTUR~ DESIGN SPECIAL {~~~" D1A_) EACH ~1,50000
--.----. ------ ..-. -... ---.--- - -- ---- -.. - ---~--
2506.502 CONST DRAINAGE STRUCTURE DeSIGN SPECiAL (96'> DIA I ~ACH $.-5.0001)0
--- - ------ --- --.-- ----- .---- --- --------- -- -..--.-.- ....n
25JJEi S1Ei CASTING ASSEM8L'r' EACH $~ 50 DQ
..-.------ ~~-- .- --. ..- -_...---- --~.--- - --. -
25.oEi.521 ;NSTALL CASTING EACH .$:,.OO.QO ~
----..--.. ----------..-- ~ ~ ---. .-- --- --
25065:>2 ADJUST FRAME & RI NG cAsTlNG EACH $JO{J uO
--_._.._-_.~----------_._. ----- --- .----- .. ----- -- - -----
2506 BDl CONNECT ~NTO EXISTING sTorl.M SEWER EACH $400,00
--- .---- .-.--.-. _n --- - --,---- .- ----- ---- --- --
2:505,602 REcoNSTRUCT MANKOLE EACH $55QOO II
2521.501 ". CONCR ETE WALK sa FT ~2.50
-.---- .-------.-- -- -'.-- -.-.- -.-- .-_...... -.--. . ---.- --
2521_5GI 6~ coNCRETE WALK SO FT S400 aDo :63,20-000 $3,2QO_00
- -..----- -.---. ---- -- sa F'I . -.--.-- - ---
2521.'311 "2 5" BlTUloJ11NOUS WALK $5,UU
..- ----.. ---- -- ----- - ---.. -- -
2.531.50t CONCREIt: CURB B. GUTTER DESlGN B424 L1NFT ~12. O[}
--... ---.- .-- ----- .-- -. ___ ___$10-00 \- __~~-=-J_ _~- --.-- -- ----
2:5:11501 cONCRETE CURS "- GUTTER DE.SIGI-.J B612 L1N FT
---. --- ------ -----. ---.---.. .---..
. C.S.A.H. 73 CORRID-'T T.H.. 7
cny OF MINNETONKA
DETAILED PRELIMINARY ESTlMATE OF CONSTRUCTION COST
HOPKINS CROSSROAD
CSAH 13
CSAH 7J (HENNEPIN COUNTY) -
SAP, {]27-6T3-0r
sTORM STORM
Ur~IT PARTICIPATING PARTIClPATa~G SEWER SEWER sUE3TOTAL
ITEM NO. ITEM DESCRIPTION UNIT cosT QUANTITIES CoST QUANTITIES cOST ESTIMATED
COST
2531,5Gl CONCRETE CURB Il. GUHER DESIGN &51 B LlNFT $SDD 143 $1,144.00 $1,144.-00
_"__.".r_~ __ ~.____.._r -- ,--- --- - -- "----.
2531.501 CONCRETE C.URB So GUTTER DESIGN eS24 UN FT $-1Q,OQ 615 S~.150.Da .$8,15{]J}(J
2531,5D3 CONCRETE MEDIAN IDESIGN SPECIAL} SOYD $40.00 275 $1',OO(tO-o $11,000.00
_u_ __ ____ -- ---._-- - _..--- ~.- -.--- .-
2531.602 PEDESTRIAN CuRB RAMP EACH Si2s-a.DO 6 $1,5QO.DD $1,50000
'_'r~ .."--.. - - --- "-_.-- ---- "- --,._-- ---.-
2545.502 RELOCATE UGHT STANDARD EACH S1,OOD.O{] 3 $3,00000 $3,00000
- . ---- - - - ..-,--- - .~ - -- ---,-
255450S PERMANENT BARRICADES L1NFT .$4VlO
- ---- - --_.,---- --"- _... - - '-...- ~- - -'- __r_
2557.603 INSTALL FENCE UN FT $10 00
2563 EiDl TRAFFIC CONTROL LUMP SUM $44,(lDO,{)[) 0.3"3 ~14,520_00 $14,520.00
- - --- - - ....-- ~-"-_.. -- -- -- , --_.. _'.r__ --
2564:531 SIGN PANELS TYPE C sF $22.00
-------- - -~- ~-- - "--.-- --- --~ --- _. -
2564.602 I"JSTALL s1c.N TYPE C EACH $12(j.OO
---.--- -- .. _.- ----- -- ----~-- - -- --...,--- - -----
2S.fi4.5{J2 SIGN COLLAR EACH $HJ.QQ
2S64 ,601 PAVEM~NT MESSAGE (ARfWliV) EPOXY EACH 585.00
-----,_.-,-- -- -. .-- -- ---.. -.~ - -- --- "----.. -
2S6~ 60< PAVEMENT MESSAGE IONL YI EPOXY EACH $95,00
- _.~-_... - -."- - - _.. -- -- -,-- --
2S64603 (" SoLiD L11~E WfllTE-EPOX Y UN FT $0.30
-- --- -~- - _. -- ---- -- .-- _.~~ -~ ---~
2564 BDJ 4" BROKEN LINE WHITE-EPDXY UN FT $Q30
-- --~ - -,--.-- - -- -- - .-- --. - .--- -- '-
2$64.503 4- soUtJ LINE YELLOW EPOXY L1N FT SO.35
- ...-.- .--. - ---- ..- -- --.- -- '-. ---- "- --- -
25,4 603 4" BROKEN LINE YELLOW.EPOXY L1N FT IUS
256~ .60l ,4" SOLID LINE YELLDWEPOXY UN FT $67'
- -.. --- ----,. - - - _.,-- - - --- -- '.---
256-1 ,eo~ 4~ DOUBLE SOliD LINE YElLOW.~POXY UN FT $0.70
- -.. ---- -- ---- --.-.--..--- -- --,-- -- .---- -.-- -- --- '- -~ .. --
2564.604 ZEBRA CROSSWALK WHITE-EPOXY 50 YD $4D_~U
- - ..-.---.-,---- --" "..---- - ---- --'--_..-,--- ---.--- - -- n'_ -_.~ ---
2~65.5' I FUll TACT T CONTROL SYSTE-M B $iG SYS 3. ~40,000.00 0.25 $35,00000 $~5.000.0{l
--. -- ._-_..~ ~--_. ---~'._- -~- - --_. - ----.. -- -
2~5'5_6Q1 EMERGENCY VEHICLE PREEMPTION SYSTEM lUMP SUM $5.200.00 CJ.2~ SI)DO,DD ~1,30Q.(]a
-- . -'---. ,.- --- --- -,.__.,- -- -- --- -'- .-.- -- ..-.---.-
2-565,6Q1 TRAFFIC CONTROL iNTERCONr~ECTloN LuMP SUM .$5,50000 0125 $68150 .$687,50
- .--.- - --_..--- ----- - -----,.. - - ----- .__.c -- ---.- I -----s12015-0'-
:2565,6Q4 REVISE SIGNAL SYSTE~,l "A" SIGNAL $YS $9b,EiO\J,OO 0.125 S112,075 CD
2571.541 TRfl.NSPLA/'JT TREE TREE S500.o-U
--- - -. - --~-- ---- _.- -_..-- - -.- --- -~-
2571.602 INSTALL fREE GRA1E EACH .$:00.00
.---'-' - -- - -- - --- .---.- -- -- ---- --
257.3.50'1 BALE CHECK EACH S7.S0
-- ---- .--- -- - .. --- - -.-_.-- --_. -_.~- -- -~_.
257:l-5o:i SILT FENCE, HEAVY DUTY L1NfT $~.OO
-- ------ -- ------.. - '---~ -- -- -- -- _.--
2S75.50, SODDING TYPE LAWN SOYD $250
--_._-..-- ------- --- ---- - - '-.- -- _. -. -- -----
2575532 COMMERCIAL FERTiliZER ANALYSIS 12-12-12 ~OUND $040
TOTAL CONSTRUCTiON .$29B,9~1.~5 $>90,96U5
J!i% ENGINEERING DESIGN1lNSPECTlON .$10"I&J6'.41
AD~NISTRA TION & CAPITAUZEO INTERE.ST
TOTAL COsT $40J,601.62
CITYO' "''''NETO'''<A e C SA H. 73 CORRiO. T H 7
DETAilED PRELI/~INARY EsTIMATE OF CONSTRue"IION COST . , ,
~ - - -"SA"" lcorY OF_MI~JET:fJ\1 _ -_ _ _ - - ---=-
1 SAP ~42-D2D-33 __
rJOr~ NON STOR'-' 5Tor.:~0'
UNll PARTIC'PATlI~G PARTICIP,lmNG PARTICIPATING pARTICIPArlNG SEWER SEwER
ITEMNn ITEM (Jt:.SCRIPT/ON UNIT COST QUAtHITIES COST uUMJTlllES COST QUANTITIES ~T _L
!1~~ ~~~'6i'.. . -u =~ .=-:.... ~ -'"~:"~'~ _~ tt -I~ ~ :'~L .,,~ =_ '$'::-_ 00'= - =~l
2101.5'.J7 GRUBI:,lINU TR=E S~~O 0.0 .to $5000iJ _ I
_2~02,501 ~AVEME~lt"""\;::':KINGR~MO'J~ _ ._~___ SDFr .!i125 _~ _ _ _'___,_~ _ __ . ___ _=I~..
21G2,S0-:1 ;J~V~ME~IT MARK!NG REMOVAL L1~'~ Ff ,5100 I
-~;~:;~~ ~:~~~E::ii~~~~i~--~- -- - -~:;::~---~ :~~: :=-~------~ - ~--~~~ -- -~~ -- ~-I---
2104501 REMOVE- FTN{;E U~I f-T S,l:l.OG ~J I.l ~4(l{) ell =~
2tD4.~01 ~EMOIj~SEWER_~f-'r:\ST~RMl _, _ _ U~.'Fr ;!11[JU _ 15~_G__. __ $1,5~~_ _ __ ___~
~10.t50J RE~J10VE cmJCRETE WALK sQ FT 5100
------ -- ------- ----- f-- -- -. -- ---
:;:'Hl~ ..503 REMOvE REi AII~~llG WAI L SG FT 't~ Uo
. -"'- .-. -- .-- -- .- - - - -~
~1D4 5US fiH10'JF BJTUMI:>!OVS ?AvEMErH sa VD $::' 5D
2~~4...~=- ~:~m\/E COr-JCR~.:E:. PA~~~NT --'- _ ~o ~ _ .--..!~ 5l! _ ---- --- --! _ -- ---- . _ _ _ _1= - ~
::!1O~ 50-9 kEMQVE 8OLLA~Os t:A-r.:H !.50 ot) 1.-
~;::::: :;:i~-: ~~:;~E :~~UC1U"E -~~-~ -~- -----= =- ~2~f~ [-~~~~;:~II :-~~- __ - ~:J ~~ - ~- -~=--~ =~ :~~ - - - -~f--
-- -- -- - - ~~.-~---
~- -~.--- -
2104 50~ RE:.MOVE SIGNT'{FE C EACH S1500 J
- - ---- - -- - .---- ----- - -- --- - -----._-~----- - -~
::! 10~ :So9 REMOVE SIGN TYpe SPECIAL E:.AC~1 :L:2DD.no
- ---.. ~---, ~ ._--,-- '--.--..- - .--.- "--.- --- -.--..--- ---- -~~~ - ~--
;!lD4.511 SAWlI-.lQCONCRI:-1EPAVEMI::.NT{FULL DE!'TII) IINFl S50Ll
~\04~5;3S_"-WING"'~UMINOUSP'VCM.EN'i0~LDEPIHI-=--___-=_UN-Ci---~- !<~a ----:-:- - "=-=--- -- -=---- - --===-.:-:- ~- - -l--
;!1U<! 521 sALVAGE FENCE tH.) FT $5 Ow J:l5D $t.o.75_00
21{l4523 SALV,t.,GE CAS liNe.; i:.A.l.:H $2SG ao I
--. -- -- .------- .- - ---.- -- -.- - '-- - '--- -- --.- - '-- _._~-
21D'I~23 ~_~LVAGE~~~YPt::c _.__w ____.__.n.~ __ EACH $25.00 _._ --.2.1~1J ~_.__ _~2l50?_.__".__
2104.~23. SALVAGE TREE r;RA1E E:AC:h ~1nDQQ
--___~_____ -__ - .____,_ __ ___ _.'c _ __'. __ __._. __ __. __
2101 fi-J1 [?clOCATE BuS 8ENCH E.AC.H S2~D CJLl
-- - .-----. - ~.__. - - - -- - ---.. --- '-- --- -.--.- - --- -. -'-..
210550-1 COMMmJ EXCAVATION r:U i'[J $5 DC
- -- '---...-.'- ---_.-- ."-'-_.~ --- - -- -- ---. --~-'- -- -. --'-. ----.-
21D5,.s07 SUtlGRADE: EXcAVAnOr~ r..u.m 13.m!
2'1055::!2 SEtl:Cr GRANULA~ BORROW (CVl r.u YD $11.50
- _. - .---. --"--.- - --'-- -- '-- ~- -"-.--. - --- '--.- -'- - --
2105604 GEOTEXTllE rABRJC TyrE I 50 'ill ~1 50
--- '--.. - - ---- -. ----- .~ -----.- -'-. -- -.- ---- -- -- ---- --- --. - - ..-.
2211 5003 AGGREGATE BASE (CVI CLASS (l r:::1J YD ~~D.OO
-- -----. -- .--.. -- -'---., --- -.-- -. '--- - ----.... -- -.--. - .--- --
'221Ui07 rERM~ABl~AG~~G~T~~S~ir^~~_C~{~~~H),:CIj_J___ __ CVy[)__ _.. $2400 ___. _ ___. _ _._ _ ____ __~._ ___ ___ ___
2234 ti04 M1L1. BITUMINOUS PAVEME-~n (SPECll..l) 5Q YU $158
-- -
2301503 CU!4CrIETE PAW MENT /HREGULAR WIDTH nY' su YD 51 r llo
'--....- -.-, ----- -- - -- - - -. .---- ---- - - .---. - ---
2~(J1.51 1 STRUCTURAl. C0NCRE TC CU ",'[l 'f.1Dl100
-_._-~ --- -... - -~-- '.--- ---._- -----_.."-~-_.._-- - ---. -- -
2301 5<1-5 cONCRETE CORlrm EACf / $fi~ lJ{)
-"- ~.- - --- ---- ---- -._- -.- --.---. --- ..-- - -.- - - -
2J01_G02 125"OO~ElBAI~~EPO~~.?A.TE~_.. _ ____ __t;ACH ._ _$lnOLJ __. _ ____ ___ .___._ _____ .___
2..:10;.602 DRILL ANJ GFiOUT DoWn 5AR F.ACI j $2000
-- -- -'--. --- ....-- -- -.--- --. '-. - -,. - -_.~ -- ---. -- -.---
2:101/jn:2 fJItILl AND G!~D1JT REJ/~FORr.Er,lHn JjAR EACf-1 52'0 iJO
.- ---- ._._.._-_.~---- -- ---- -. --- -- -.-.. -- -- --- -""-- ----
2:J,OI.0Cl~J NO i9REINI- IIC[3AR{~PO)o:Y('OA1LD) I::.ACI-I ~1[lC}Q
2:'~'60l.lCR'CK..'::~p~R_ln~^3S)___ _____ J _-~,..._'__J ...s'.'9 ___ __ 1___ _.1__ _I ___1__ _. 1____1_
ClnO'MINHETO. C.S.A.H. 73 CORR.ATT H.. 7
DE TAILED PfiI::;LJMI!JARY ESTIMAl E OF CONsTR.Ue TlOrJ COST
--.
r.:SAH 73 p:-:ITY UF MINNElQl,Il{!\J -
sAP 142 D20-JJ
NDn HON STDE'tM STORM I
ur'J~r PAh:Tlr':'IP^TH'jC Pp,RTIClPATING PARTlCIPA.TIHG PARTICIPArING SEI.r.,.'ER SEWER
!TEM NO 11 EM DESCI1IPi'ION l!1~lT COST Ql~AN'TlIIE:"; cOSY llUANTlflES COST QUANTITIES COST 1_
2301.6{]j CRACK REPAIR ~TYP!:: A-olSl LII'~ FT :li2 O{] ~I
-- --- - - w.__... - - -- __.. - _ ______ --f- _ __ __ _ ___. _ _ _ _
2301.oG3 JOINT RE PAIR (TYPE A..1 s~ L1N FI .!.1_2~
~::~::: ~~~~~NJ:;~~~~~~~T~:~-::I VA.. _~.. == _. ~:~_~__ ..-,~~~ __ __ _ =~--= =--=- ~_ ~~~
2301 GI]~ SLAB JAt:KJrJG f:.a YO 5.:9 em
'"'""' c,~ ',""m_"""~"""""",,, -----_--"'_----"'e' -- --- -- _ -~ _ _ _ -- _I --:: I
L3G16DB StAl CONcReTE PAV~MENT (SllICONEj G4U ON .7500 I
---... -- ----.-- - - ----. -.--.- -- -- - - ----- .".---- - -----
2340. SOE! TYPE 41 WeARING COURsE MIXTURE iON :IiJ300
-- -- -- --,- ----,..- ---,- -~-.---- -- _r~____
2J'I0 510 fYPE ~ 1 BI:mER COURSE !-J,lxn IHi: TOr~ $:l.O{JO
~~:~:~: i::,:;,~~~:,~~~,~:~!~~:~:~:.~ _~_.- :~~_ _ ~ :~~~ == '''~_=~ -- '~bO ==:--= .-____-=- -. c=- _ _ _-. .
~401 5<',1 RI: IN;:ORcI:::MErH 8AR5 I-'OU~JD ~~ Ou I
241i515 1\i1.~?_ULAR_B~~~~RETAINI~~AL:-_..__ __ 50'"1 __ S;l5ll0 _ _____.._ _ ___. _____ ___
~5D~ 541 4"' PERF lP PIPE [JRAIN WI TH SOCK L I~J FT 57_GO 5{] Q $35n 00
-- ------ - - .-- -- -- - .'.--'- - --'-- --.-- - ~-_.- - .---.- --
2503 ~';1 12" RC Fir;: SE'NER DESIG~J ::1001). C/, /II 1 IN FT .$20.00
---."-. - - -~'--_. ---- - - -- . --,-- ~ -,-_.- ---.----.- --
25m 501 1 15'" I~c. PIPE SEWEFl (}E:::;!GN 3005 Ci ,IH ...m FT S:!200 3240 $7,128,00
- -~."._._-'.~.- -- -- ---,~--_..__._~. - ----- -- -~
~503 541 15.' FIe P~PE SE\,JVER of.sIGr'J ~006 GL 1'/ LI~J FT $42,00
--- -- -- .-_._~-- -- .-- -_.---- --- -- .- - - .-,.- -
~503 5-1,1 1B" RG PIPE SEINER [JESIG:--.l JOCIl [;L1:1 1.I1~ FT $2B on 132.0 $j,6'96 r.O
;>5D4.602 B~GATEVA\,J/EAUD8ax EACH S700,OU l.ll $70110{J -,
-- - -. - .-- --'---. --- --. -- -----.--- .'-.--.
:JSO~ 602 ADJUST CU~8 BOY. L:.,I'.,~H $250.00 2 0 $~DQ no-
~504\J02 ADJUSTIJliLVEFlOX - .---.,-- EA(;I'I -:52:50,00 -- -- ..---.-60---:51,500,00 .-.,- 1-
~~~ ~iY_~Am'-~_~=-n~~-== -_"._=-~~--.~ACH_,-=_$~_OODOO -== __ _~-. =~- 2,0.--=--'= ~,oDo-on =- = __~=l
2.5Gil60:.l S" IJ\'ATERMAIN DUCTILE IRem cL 5:2, I L1t~ n ~25,1JL) 20.0 ~5GO DO I
2504504 :?fJOlVSTi"RENEINSUL.ATJON ------ --- ~~_ sDYD' ~i::J[' --.. - - -- -'-----;w,O u..-i3,MO.OO---"--- -- -
~'16{j:;-;':POL';-8TYRE~JEJNSiJLAI.ION-n.n- - ----SQyO- -;2so:D --.- -- .--- -- -- -- - -'-'--.-,.-- --.-'-1
250oi.6Qa WATE'RMAIN FlrTlNGS L8 $'3 ClO 422,(; S1,_2~_~_____,_ ___
"2506!J/]2 ~9NSTD~~~~G_EERUCL~~EDI."cIGN~~C1A~~~,_" EACH _~~~.U~ _ _'___" __ _,.__ ___ __'_ _.,~~_ ~ $S,\J01J_aOI
;/:506,502 CONST DRAINAGE STRIJC ruRE DESIG.P-.J SPFCIAL 154" DIA J EACH :!;1 ,~OO,~O 1,0 S1,SOll.QO
------- --~ --- ...-- -, -- - .-- - - - -- -
;::50G,50~ COI.J~T DRAINAGE STRUCTURE DESIG~J sPEClAL 19~" 011'. J EACH ~'j,QOO DO 1 D $5,00(\,0-0
-- ~--- --~ -.- - - .--- -- ....-- -- ...-- - .._-. --
2!i-0E3,516 (;AST1NG ASSEr..tBLY EACH .5i450,U[J
---.-... - -----~ --.-.- --~.. --- --p-- ---
~S06 521 Ir~:;TAlL CAST1NG EAL.;I; $~DD 00 10 :li300,{]{J
-- ----- -- --. ---- ---~---- ~
:)505522 ADJUST FRAME.1I. RING CASTING ~.ACH ljUO.OO , 0 $J-OO_OO 1.0 ~300,(JO
- ------ ---- ._-~ -- ,-----~ -- -----
"2506,602 CONNECT INTO F.:)(/sllI>lG STORM S~~~R EACH :S~OG,{]O :1. {] $fIGO,{)u
~50B6U2 RECON5TRUGl Mll"Nf:mL.E-- -,. .-. EI-,(;.H 5~5Q,LJO ,--- ...- -..- - 1.0 - $55UOO - ------=---=r
2~2151Ji ~_CUNC~~!_EWA~__~_ _.__'~___. _ ~QFTl--__~2~ 512S0 .5i1:J,812.5rJ__,~_ ~"_______ _._ _~__.I
:!521 501 6" CONCRETE WAU( SO FT $4 ao 17'-' 0 S10D.on
-~---~ --- ---.- -- --- -_._~--- ---- -- --,,-- -.- --
]521,5 r 1 2.5" Bl'lllWi-iOUS WAll< so n $5.0r.
-_. --- ___ .__...n_ ~__ ___. _ ____ _ _ ._ ._. _ ____
25J150i CONCRE1't: cURB & GUTTER. DESIGN B~::~ UN FT $12_110
2S31.SU1 CO~._R.~-.y~CUFi~~iu-TTER. DESIG-N~~12--~_--__ wJH ~___ Sj(lQO _~~_ _1_ --$-~~J5GOU ---~ --- -- ~._=-~--. "__1--
26J1.S01 CQT"cRETE CURB & Gun ER DESIGN Ofi lB UN FT $1:100 15,0 I S 12000
::'531501 CONCRil-I::CURBiGUTlERDESlGr~B62~-- ---- L1HFf $lUrJO 43~O S,4,J5D,OO --~---. - ---. I
~~31 ~QJ CONcf,ETE MED1AN (DESlmJ SPEL:Ir,L) sO 1'0 .s.~O LJ-O 1= ~I~
-- .--.- --- --.. -- '--- --- - 1- ------ - --- - --_. __ _ __
2531 fi02 PcOESfRIMJ cUr~B RAMP Ell,CH $250_00
(5~5,602 REL()CA1E;:L~~.HSTAN6,^.R[i'- --- --.---. f"A6i- $1,00000. --- --.. ---- -- -- - --
------.- -- .,------ -- ---..-- -- ~-- ---. ---- ---. - - --- -- --- ---
;]5545Q5 PERMANiNT BA.RRICAD"=.S L.lfJfr M2_Ua
2~57.503 1.~~lLF~~JCE __~_____,_ c __ _~Nf'~_. _~~~CJ __3~.~~ __ __ .!~,35{JD~ _ ___ ____ _
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.a CJfopkins Public "WOrks Depa~trrlent
11100 8;;ulsior~tud. . %Pkins, r:5VfN 55343-3435. Pbone: 612-939-1382 ~:fax: 612-939-1381
February 8, 2000
Hopkins Resident or Business Owner:
Dear Resident or Business Owner:
I'm writing to inform you that the Hopkins City Council is scheduled to consider a concept
roadway improvement plan for the area .around and including the Hopkins Crossroads (CSAH
73)-1 ih Avenue 'and Trunk Highway 7 intersection. The city staff has held mo task force -
meetings regarding these roadway improvement plans and would now like to seek City Council
approval. The tentative date for City Council consideration is March 612000 at the regular 7:30 '
p.m. City Council meeting. I have enclosed a copy of the proposed concept plans for your
review and comment. If you have questions or comments you can call me at 939-1338 or mail
them to me by using the enclosed comment sheet and envelope. Please provide your
comments by Thursday, February 24.
The purpose of the roadway improvements is to improve the level of service at the Highway 7
.tersection, reduce vehide conflicts along County State Aid Highway (CSAH) 73 (Hopkins
rossroad:?) and improve safety. The concept plan includes adding left turn lanes and raised
center medians for the CSAH 73/17tl1 Avenue legs af the intersection. This would allow the
existing traffic signal system to be upgraded to separate left turn and through traffic phases.
The plan calls for 8 continuous raised center m~dian on the north CSAH 73 leg fr9m Highway 7
to. 5th Street North. The CSAH 73 - 5th Street North intersection would be upgraded to improve
visibJlity and traffic signals would be added. '
"
The eXi:v;t project schedule has not been determined afthis time. Howl3ver, it is hoped that the
improvements could be done in 2001 or 2002. The city would like to complete this project as a
cooperative project with Hennepin County, the City of Minnetonka and MnDOT. The city does
not plan to assess abutting property "Owners for the.cost of these road improvements. Before,
the project could proceed to construction, additio~al Hopkins City CO!Jneil approvals would be
required, i.e., final plans and a cost sharing 8!;]reement. .
As mentioned, if you have questions or comments p1eas.e call or send 'them to me.
I
,-,~
Steven J. Stealer
.ubliC Works Director
Ene.
rAn equal Opportunity 8mployer
City ofCJlopkins
1010 :First Street Soutn · :J{op!Q.11.5, ~f9( 55343-7573 . P!ione: 352-335-8474 . !Jar:' 952-935-1834
rpf/e6 aitiress: W'W1U.fropl(j.nsmn.com
January 7, 2002
Dear Property Owner:
On March 6, 2000, the Hopkins City Council approved concept plans for the reconstruC[ion of County Road
73/17lh Avenue North from 4'h Street Nonh to Robimvood Lane. This concept approval follo\ved notification
and surveys of the affected residents and business o\Vllers as well as nvo task force meetings. The overall
purpose of the roadway project is to improve the traffic flow through the Highway 7 and 5th Street North
intersections, reduce vehicle con1licts along the County Road 73/171h A venue North corridor, and improve
safety . The project is proposed to be done as a cooperative agreement between the City of Hopkins, Hennepin
County, Mn/DOT, and the City of Minnetonka. No assessments are proposect for adjoining property owners
along this project.
Along with the survey information, further input from the area business o\vners and residents has been used to
develop a preliminary layout (enclosed), which will be considered by the Council on January 15, 2002, at their
7:30 pm City Council meeting at City Hall. As a result of the input we received, a number of items were
revised and given serious consideration with the preliminary' layout pl1ase. The highlights of these items are
outlined below and list how efforls have been made to minimize the impact to adjacent properties both during
and after construction.
. Construction staging has been developed in order to maintain access to all adjacent properties
. throughout a11 construction phases.
.. Business access designs were coordinated with the tenants in order to minimize the impacts to business
acIivities.
. Driveway grades were designed with a strict 10% maximum grade design standard even though
driveway grades are often allowed to be much steeper than 10%. Because of this design limitation,
only a 35 mph design speed could be llsed just north of 5th Street North even tbougl1 a higher design
speed was more desirable for traffic flow"
. A right turn lane \-vas added on 5th Street North to better accommodate the amicipated traffic flow in
the area. The proposed signal a1: 51~ Street North wuuld also be interconnectecl to the signal at Highway
7 in order to regulate and coordinate the traffic flow along County Road 73 through the two
imersections. This interconnected signal system will also create bettcr "gaps" in the traffic t10w to
allow for better access to County Road 73 for adjoining properties.
. The Fire Marshal will review fire hydrant spacing and l1ydrants will be added if required to bring the
area up to current fire codes and standards.
Temporary construction easements and small amounts of right-of-way will need to be acquired to accommodate
the construction activities. The City Council will also be asked to authorize these acquisitions at the January
lS;h meeting. Construction of this project is anticipated to begin in 2002. Before constrnction could begin,
additional City Council approvals will be necessary (final plan approval and !'l cost sharing agreement).
If you have any questions or comments please call or send them to me (office phone: (952) 939 1356, e-mail:
sbor@l1opkinsmn.com or fax: (952) 935-1834).
. Sincerely,
,~~
Steven G. Bot
Assistant City Engineer Partllenng with tfie Community to 'Enhance tlie Quality of Lift-
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EVERGREEN LAND SERVICES CO.
. - 6110 BLUE CIRCLE DRIVE, SUITE 140
MINNETONKA, MN 55343
(952) 930-3100 · Fax (952) 935-0862
(888) 411-1134
December 2 7 ~~n
/{}
Steve Stadler
Public W 's Director/City Engineer
City of Hopkins
1010 First Street South
Hopkins, MN 55343
Re: Cost Proposal
CSAH 73/TH 7 Intersection Improvements Project
Evergreen Land Services Company (ELS) is pleased to submit the following proposal for
our services on the referenced project.
. ELS will secure the necessary appraisal and review appraisal on all parcels. The
guidelines as established by TvINDOT as to the type of appraisal required vvill be
followed. The Kelmedy & Graven law finn will approve the appraiser and review
appraiser before they are contracted with.
ELS will prepare "Offer Letters" for your signature, prepare the Guidebook for
Landowners, deliver both the Offer Letter and Guidebook to the landowners, negotiate
for the necessar~y land rights, attempt to secure signatures and notarize them, and give the
signed documents to you for recording. If you prefer, ELS will record all documents.
The City ,vill prepare the descriptions, parcel maps, title opinions and prepare the
necessary easement documents. ELS have ducuments on file and can coordinate the
preparation of these with Kennedy & Graven.
If eminent domain is required, \'iC will [11111ish copies of our files to Kennedy & Graven
und coordinate with them as they request.
It is difficult to estimate the cost of our services without knuwing the number of parcels,
the amount of land to be acquired and the O\vnership. We have fOlmd that our servkes on
most commercial and industrial propelties run between $2,000.00 and $2,500.00 and
residential propelties between $1,000.00 and $1,500.00,
.
successfully serving Our r 2
c rents since 197
. Page 2
December 27,2001
ELS will invoice for actual hours spent on each parcel. Our services will be invoice as
per the attached price schedule. We invoice twice a month, the first through the fifteenth,
and the sixteenth through the end of the month.
I am also enclosing a list of the clients we have provided services to.
We look forward to working with you on this project. If you have any questions
conceming this proposnl please call. Thank: you.
~Wu~
. / (L VtuL
Stuart "Bud" Stann, SR/vV A
President
.
.
. This is a patiiallist of major companies or agencies that Evergreen Land Services has provided
services for:
City of Austin City of Appleton City of Arden Hills
City of Blaine City of Brooklyn Center City of Brooklyn Park
City of Bumsvjlle City of Coon Rapids City of Cottage Grove
City of Crystal City of Duluth City of Elk River
City of Edina City of Fannington City of Fridley
City of Golden Valley City of Hugo Tnver Grove Heights
City of Lexington City of Lino Lakes City of Long Lake
City ofMank.ato City of Maple Grove City of Maplewood
City of Minneapolis City of Minnetonka City of 1\/lonticello
City of Mound City of Mounds View City of New Brighton
City of New Hope City of Newp0l1 City of Oak Grove
City of Oakdale City of Otscgo City of Plymouth
City of Prior Lake City of Ramsey City of Rosevil1e
City of Savage City of Shakopee City of Shoreview
City of Shorewood City of S1. Anthony City of St. Cloud
City o[St. Louis Park City of S1. Paul City of St. Peter
City South St. Paul City of\Voodbury City of Wad en a
City of West S1. Paul
. County of Anoka County of Carver
County of Chisago County of Dakota
County of Hennepin County of Ramsey
County of Scott County of Steams
County of Washington County of St. Louis
Amoco Oil Company Brooks Fiber
Canadian Pacific Raihvay Enron Corporation
General Telephone Company Independent School District #622
Independent School District #833 Koch Industries
Independent School District #7] 9
Lakehead Pipe Line Company IvfN Department of Transportation
MN- Metro Transit Commission Metropolitan Council TvIN.
Minnesota Pipeline Company Minnesota Power Company
Minnetonka Public Company NOlth Central Public Service
Northem Minnesota Utilities Southern MN Municipal Power Assn
Sprint US West Communications
Union Carbide Corporation United Power Association
Westem Gas Utilities, Inc. Williams Pipeline Company
. *Tllis list is to be kept confidential.
.
Evergreen Land Services Company
2002 RATE SCHEDULE
Management
Manager/Consul tant $70.00 per hour
Relocation Services
Relocation Manager $70.00 per hour
Relocation Specialist $60.00 per hour
. Acquisition Services
Acquisition Manager $70.00 per hour
Acquisition Agent $60.00 per hour
TVDist. Clerical $25.00 per hour
. ~ '
Expenses
Vehicle mileage allowance $0.45 per mile
Per diem (Motel & Meals) Actual costs
F or miscellaneous costs: Long distance phone charges, maps, copies of documents,
expendable material, recording fees, subcontractor or other costs required to complete
projects. (A receipt of purchase must accompany all such charges) Add 22% to actual
. cost
Kennedy 470 Pillsbury Cenrer
200 Sumh Sixth Street
Minneapolis MN 5540:>
. .. (612) 337-')300 telephone
~ (612) 3,?7~[)31O fax
.
c H ART E R E 0 htrp:llwww.ken neely-graven .com
CORRL'iE H. THOi\ISOi\'
Altomcy at Law
Direct Dial (612) 337-9217
Ernail: cthornson@kennedy graven .WIll
January 4,2002
Lee Gustafson
Director of Engineering
City ofMinnetonka
14600 Minnetonka Blvd. /!..
Minnetonka, MN 55345
Steven J. Stadler
Public Works ector/City Engineer
. City of Hop ns
1 010 South First Street
Hoplcins,1\1N 55343-7573
RE: CSAH 73/ TH 7 Intersection Improvements Project
Dear Messrs. Gustafson and Stadler:
At the request of John Lane of the City of Mil1netor1ka, I alIl submittlllg this proposal I' 01' legal
services related to real estate acquisition for the CSAH 73 / TH 7 Intersection Improvements
Project.
Scope of Services
Our fim1 will be responsible for ordering title reports on affected properties, detem1ining the
identities of persons with ownership interests in affected properties, preparing easement instruments
necessary to the project, and, if necessary, preparing and prosecuting a condemnation action to
acquire the necessary easements for the project. This includes the preparation of a condenmation
petition and quick-take notice and the handling of all proceedings before the district court and
condenmation commissioners, including any appeals.
Our efforts will be coordinated with those of the Hopkins and Minnetonka staff and consultants,
. including specifically Evergreen Land Services, Inc. ("Evergreen") and Strgar-Roscoe-Fausch, Inc.
("SRF"). We expect that SRF will provide us with legal descliptions of the affected properties and
the easements necessary to the proj ect, as well as parcel maps identifYing the dimensions and areas
CAH-208217v 1
MN140-25
. Lee Gustafson
Steven 1. Stadler
January 4, 2002
Page 2 of3
of the easements. . We understand that Evergreen will handle negotiations with property owners for
the acquisition of easements and will infoTIll us of any persons who hold unrecorded interests in the
properties. Evergreen will consult with our fIml regarding the selection of appraisers for the project.
We have been provided with the approved schedule for the project, which indicates that all
easements must be acquired by September 3, 2002. We will promptly and diligently work toward
meeting that goal. Although the goal is somewhat aggressive, we should not have difficulty
meeting the schedule, if appraisals are completed under the specified time-frame. Both cities should
be aware, however, that any number of events can occur that nught alter the schedule.
Responsible Attorneys and Experience
I will be the principal attomey responsible for tIns project. I have over 11 years' experience in
handling condemnation matters and am the current chairperson of the Eminent Domain Section of
. the Hemlepin COlmty Govemment Center. A sampling of clients for whom I have handled
condenmation matters includes: City of Brooldyn Center; City of Brooklyn Park; City of Cottage
Grove; City of Minnetonka; City of Minneapolis; City of New Brighton; Richfield Housing and
Redevelopment Authority; Robbinsdale Econonuc Development Authority; City of Shakopee;
Shakopee Public Utilities Commission. My resume is enclosed.
As necessary, one or more other attomeys may work on various aspects of this case, under my
direction. Enclosed is the resume of Robert Vase. In addition, we will malce optimal use of
paralegals in handling routine matters. '.^le have two paralegals who have significant experience in
condemnation matters: Cathy Rocklitz and Jean Short.
Fees and Billing
Our fees will be billed at the hourly rates of $150 for attorneys, $80 for paralegals, and $70 for Imv
clerks. We bill ili increments of. 1 hour. In addition, the finll bills $.20 per page for photocopies.
$.50 per page for facsimilies; and the ClllTent IRS rate for mileage. We also require rcinlbursement
for out-of-pocket expenses such as postage, messenger services, comi filing fees, title commitment
fees, etc. Itemized bills are sent monthly, and we can prepare those bills in the level of detail that
each city may specifY.
OUf finn will maintain separate billillg files for the City of Hopkins and the City of Minnetonka.
Time and expenses spent specifically on a parcel of land in Hopkins will be billed to that city, and
. time and expenses spent specifically on a parcel of land in Minnctonka win be billed to that city.
Time and expenses that are not specifically attributed to one parcel of land (e.g., the appearance at
CAln08217vl
MN140~25
. Lee Gustafson
Steven 1. Stadler
January 4, 2002
Page 3 of3
the court hearing) will be divided and billed equally to each city, unless the cities mutually agree
upon some other apportionment of such costs.
Please contact me if you have any questions concerning tins proposal.
Sincerely,
Ch--- ~. :;fll';::)-n''-<J~
Conine H Thomson
CHT:jms
Enclosures
cc: John Lane (w/encs)
.
.
CAH2082\ 7v]
MN]40-25
. CORRINE HEINE THOMSON
LOUU GOVERN:vIENT L\W I F:V1Ic.;ENT D()tYL\IN ! L'L'iD LISE / unr;t\TT()\[
J.D. (magna cum Inude), University of Minnesota, 1983
B.A. (s1i1nma cum Inude), Wartburg College, 1979
PRIMARY PRACTICE AREAS. Conine served as cocl1J.ir of the Local
Thomson practices in the municipal law Government Committee 0993-1(94). A
area, where she handles diverse matters member of Minnesota Women Lavvyers
that run the gamut from data practices since 1986, she has been both president
and free speech to real estate and 0994-1995) and cochair 0988 1990) of
contracting. In addition to serving as the the Community Relations Committee.
city atturney fur Richfield, Luretto, and Since 1987, she has been a member of
Independence, Ms. Thomson also the Minnesota City Attorneys' AssocL1tion,
practices in the areas of eminent domain serv'ing on the board of trustees 0994-
and municipal litigation. 1998), and as president 0996-1997),
Her other memberships include tIle
BACKGROUND. Following law school, I nternational Municipal Lavvyers
she worked as a law clerk to Di::.trict Association (formerly the National
Judges Ed,vard A. Bearse and Stanley N. Institute of Municipal Law Officers)
Thorup in Anoka COUnLY, She practiced where she has been the state chairperson
. with the LeFevere Lefler firm from 1985 since 1992. Ms. Thomson has lectured to
to 1989, and has continued her pracrice city attorney and city official groups on
with Kennedy & Gr:.wen since then. various topics, induding eminent domain,
data practices, sign regulation, and
MEMBERSHIPS Al"ID PROFESSIONAL regulation of solid w::tste.
ACTIVITIES. Ms. Thomson brings PERSONAL. Ms. Thomson enjoys reading
strong leadership qualities to numerous good mysteries and fiction, as well as
professional org::'ll1izations. Admitted to browsing in antique shops. She ;11.50
the bar in IvIinnesota in 1983, she has keeps busy "watching my family watch
been a member of the Public Law Section sports," spending time vvith her husband,
Ne\vsletter and Data Practices Commirtecs Jim (Kennedy & Graven colleague), and
since 1993. As a member of the their three children.
Hennepin Cuunty Bar Association, she
"1 like U'OI-king witb local govenlJnel1ts because their decisiolls
bal'e a direct impact 011 peoPle and neighborboods. EvelY citJI we
represent reminds me in some way of tbe small townwbere 1
grew up. Working witb cities gives me a sense of purpose and
community. "
..-..
......
Ketlp~~y&Graven
c H A R T E R E D
ROBERT l.V. VOSE
. TELECW,I.i\HNICATI()NS AND l :TILlTY LA\'\! / LOCAL GOVERNJVIEKT LAW I
GOYERl'JME1\T RELAT10NSAu"iD AOI\lINI::iTRc'\TIVE LA\'(1 / LITIGATION
J.D.. University of MinnesoL2, 199"1
B.A., University of Wisconsin, Madison, 1990
Attended Gust:nrus Adolphus College, 19S6~8S
PRIMARY PRA.CTICE AREAS. Bob Vose municipal clients: [rom tbe smallest rural
has represented municipalities and municipalities to the largest metrnpolitan-
municipal joint powers entities in all area cities. Mr. Vose is a member uf the
aspects of cable television regulation, Minnesota Association of Community
telecommunications law. Telecommunications Administrators
teleo )mmunicatiuns infrastructure (MACTA), an association of municipal
development, and right~of-way telecommuniGltions regulators :lnd
management issues since his graduatiun managers affili:J.ted with the League of
from law school. Mr. Vuse advises I'vlinnesotCt Cities. NIr. Vose is currently the
mUl1icipal clients in cable franchise Chair of ?vL-'\CTA's Legislative Cummittee
admini~tLltion and enforcement, franchise al1d has served :lS both Jeg;:ll COt ll1sel ~ll1d
renewals and transfers, competi[iv-e lubbyist fl))' the organizatiun. 1[r. Vase
fral1chising, and development of joined Kennedy & Graven in 1999.
municipal systems. He has also
. represented dients in district courts MEMBERSHIPS At~D PROFESSIONAL
and the :Vfinnesota Court of Appeals
on a number of uccasilm.s. ACTIVITIES. :'vJr. Vose is a member of the
Americll1, I\Iinnesota State and Hennepin
BACKGROUND. Durincr law school County Bar Associations and the
Communications law Section of the
co
at the Cnjversity of Minnesota, NIr. Vose Hennepin BaT. He is also a member
served as a summer associate at the of the National Association of
Fry berger, BuchanaIl, Srnith ;Jnd F feclerk k TelecOlTi1I1unication's OffiCers and
firm in his hometo'v\"n of Duluth. After Advisors (NATOA) and i\U\Cl:A...
graduation, !'vIr. Vose worked for five
years at Bernick and Ufson focu~ing his PERSONAL. Mr. Vnse lives in
practice in municipal telecommunications
law. lvfr. Vose has worked with dozens ,Minneapolis and enjoys sports of all kinds
of municipalities around the COl.mtiY in including tennis, hockey and golf. In
the rapidly evolving area of municipal addition to participating in neighborhoml
telecommunications regulation and as~ociatj()n activities, Mr. Vase spends
right~of-way management. I\lr. Vose time traveling, reading and remodeling
concentrates on understanding and his home.
developing the unique needs of his
"1 enjoy working with local governments to ensure that
telecommunications services andfadlities both meet the
. needs of the community and local institutions but also
provide an important community development tooL"
.
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION NO. 2002-04
RESOLUTION RECEIVEING FEASIBILITY REPORT, AUTHORIZING PREPARA..TION OF
PLANS AND SPECIFICATIONS, AND AUTHORIZING RIGHT OF WAY AND
EASEMENT ACQUISITION
CSAH 73/TH 7 INTERSECTION AREA ROADWA Y IMPROVE?vIENTS
CITY PROJECT NO. 01-06
\VI-IEREAS, a feasibility report was prepared under the direction of the Public Works
Department of the City of Hopkins with reference to the proposed improvements for the CSAH
73/TH 7 intersection area including 1 ill Avenue North from 4th Street North to Robinwood
Lmle.
WHEREAS, this feasibility report "vas received by the City Council on January 15, 2002 with
the project to be known as: CSAH 73/TH 7 Intersection Improvements, City of Hopkins Project
. No. 01-06
NOW, THEREFORE, BE IT RESOL VED, by the City Council of the City of Hopkins,
Mimlesota:
1. That the feasibility repm1 is hereby accepted and the preparation of plans and
specifications are hereby authorized.
') That the City Engineer is hereby deSIgnated as the engineer for this improvement and
may retain any professional help he deems necessary.
" That the City's Attorney and the City Engineer are hereby authorized to acquire
J.
necessary easements by negotiation or condemnation and may retain any professional
help they deem necessary.
Adopted by the City Council of Hopkins, Minnesota, this 15th day of January 2002.
Eugene J. Maxwell, l\layor
ATTEST:
.
Terry Obennaier, City Clerk