01/04/1994 - City Council RegularAGENDA
REGULAR MEETING
EAGAN CITY COUNCIL
LAGAN, MINNESOTA
MUNICIPAL CENTER BUILDING
JANUARY 4, 1994
6:30 P.M.
L 6:30 - ROLL CALL & PLEDGE OF ALLEGIANCE (BLUE)
11. 6:35 - ADOPT AGENDA & APPROVAL OF MINUTES (BLUE)
111. 6:45 - DEPARTMENT HEAD BUSINESS (BLUE)
• IV. 6:55 - CONSENT AGENDA (PINK)
P.2
2 A. PERSONNEL ITEMS
?B.
-UCENSES, Plumbers
1 t� C. PROCLAMATION, Child Passenger Safety Awareness Week, February 13-19, 1993
r:7 D. EXEMPTION, from Lawful Gambling Ucense, The Eagan Foundation
f1 E. UCENSES, Service Station, Tobacco & Off -Sale Non -Intoxicating Matt Uquor, Cedarvale Texaco Food Mart, 3830
' Sibley Memorial Hwy.
` ► F. RESOLUTION, Authorizing Execution of Proxy in Favor of Certain Amendments to the Declaration of Trust of the
Minnesota Municipal Money Market Fund
k3G. RESOLUTION, Giving Final Approval to the Issuance of the Multi -Family Housing Revenue Refunding Bonds, Aspen
• Woods of Eagan
a.(4/, H. CONSIDERATION, Media Equipment Maintenance Service Contract
1 PROJECT 643, Receive Feasibility Report/Order Public Hearing (Qslund Timberline Addition - Street Rehabilitation)
PROJECT 607A, Resolutions Restricting Parking, Approving Plans & Requesting Municipal State Aid Financing
Q (Lone Oak Rd & Lexington Ave - Intersection Upgrade & Signalization)
ettlei
V. 7:00 - PUBUC HEARINGS (SALMON)
'&VI. OLD BUSINESS (ORCHID)
VII. NEW BUSINESS (TAN)
LRA. WAIVER OF PLAT, Robert Engstrom Companies, in order to split Outlot C, Great Oaks Addition, and combine it
with Lots 3, 6, and 7, Great Oaks Addition, located south of Great Oaks Place in the NE 1/4 of Sec 14
Zj B. SITE PLAN REVIEW, Perkins Restaurant, Lot 2, Block 1, Town Centre 70 - Sixteenth Addition, containing a Perkins
restaurant located along the west side of Town Centre Drive in the NW 1/4 of Sec 15
VIII. ADDITIONAL ITEMS (GOLD)
IX. LEGISLATIVE/INTERGOVERNMENTAL AFFAIRS UPDATE (GREY)
X. ADMINISTRATIVE AGENDA (GREEN)
XI. VISITORS TO BE HEARD (for those persons not on agenda)
XII. ADJOURNMENT
The City of Eagan is committed to the policy that all persons have equal access to its
programs, services, activities, facilities and employment without regard to race, color,
creed, religion, national origin, sex, disability, age, marital status, sexual orientation,
or status with regard to public assistance. Auxiliary aids for persons with disabilities
will be provided upon advance notice of at least 96 hours. If a notice of less than 96 hours
is received, the City of Eagan will attempt to provide such aid.
MEMO TO: HONORABLE MAYOR AND CITY COUNCILMEMBERS
FROM: CITY ADMINISTRATOR HEDGES
DATE: DECEMBER 30, 1993
SUBJECT: AGENDA INFORMATION FOR THE JANUARY 4, 1994 CITY COUNCIL
MEETING
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After approval is given to the January 4, 1994 City Council agenda and the regular meeting
minutes for the December 21, 1993 City Council meeting, the following items are in order
for consideration.
There are no items under Department Head Business for consideration at this time.
Agenda Information Memo
January 4, 1994 City Council Meeting
atM MIME
There are ten (10) items on the agenda referred to as consent items requiring one (1)
motion by the City Council. If the City Council wishes to discuss any of the items in further
detail, those items should be removed from the Consent Agenda and placed under
Additional Items unless the discussion required is brief.
PERSONNEL ITEMS
A. PERSONNEL ITEMS:
Item 1. Winter Recreation Leaders --Since the last City Council meeting, it has been
necessary for the City Administrator to approve the hiring of the following seasonal winter
recreation leaders in order to staff the skating ponds and sliding hills: Kristopher
Cavanaugh, Bryan Crepeau, Ken Fry, Rob Helebrandt, Brian Kapferer and Kristina
Kapferer.
ACTION TO BE CONSIDERED ON THIS ITEM: To ratify the hiring of Kristopher
Cavanaugh, Bryan Crepeau, Ken Fry, Rob Helebrant, Brian Kapferer and Kristina Kapferer
as seasonal winter recreation leaders.
Item 2. Assistant Utility Billing Clerk—Approximately 200 applications were received for
this position. After screening of the applications, approximately 100 applicants were invited
in for testing at the municipal center. Seventeen of those candidates will be interviewed on
Tuesday, January 4, 1994. It is the intention of the interview panel to select five candidates
for a final interview with the Director of Finance and Assistant Director of Finance It
would be appropriate at this time for the Council to approve the hiring of the person who
will be recommended for hire as Assistant Utility Billing Clerk.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve the hiring of the person to
be recommended by the Director of Finance as the Assistant Utility Billing Clerk.
PLUMBERS' LICENSES
B. Licenses, Plumbers—Enclosed on page3. are the lists of plumbers whose applications
are in order for licenses at this time. The first list of firms are doing work under permits
issued in 1993 and are noted for licenses for the contract year. The remainder are
requesting licenses for 1994.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve the plumbers' licenses as
presented.
PLUMBER LICENSES FOR APPROVAL - YEAR 1993
1. NORDWALL & ASSOCIATES INC.
2. ROSEVILLE PLUMBING & HEATING INC.
3. ST. PAUL PLUMBING & HEATING
4. TSCHIDA BROTHERS PLUMBING
PLUMBER LICENSES FOR APPROVAL - YEAR 1994
1. ASSOCIATED MECHANICAL CONTRACTORS INC.
2. MINNESOTA PLUMBING & HEATING INC.
3. NASSEFF PLUMBING & HEATING INC
4. PLUMBING SERVICES INC
5. ROTO ROOTER SERVICES CO.
6. SCHULTIES PLUMBING
7. STATE MECHANICAL INC
8. VOSON PLUMBING INC
For January 4, 1994 City Council meeting
Agenda Information Memo
January 4, 1994 City Council Meeting
CHILD PASSENGER SAFETY PROCLAMATION
C. Proclamation, ChildP senger Safety Awareness Week, February 13-19, 1994—Enclosed
on pages „� through. is correspondence from Project Childsafe requesting official
action to denote February 13-19, 1994 as Child Passenger Safety Awareness Week. The
letter covers a resolution in this regard.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve a proclamation designating
February 13-19, 1994 as Child Passenger Safety Awareness Week.
December, 1993
Project Childsafe
1549 University Ave. W., Suite 110, St. Paul, My 55104
(612) 646-2314 (800) 488-8874 _ Fax (612) 646 -
Dear City Official:
Motor vehicle crashes are the leading cause of death of Minnesota's children once past infancy and are responsible for
significant numbers of severe and often disabling injuries. In 1992,12 children (Birth through 10 years old) died m
motor vehicle crashes and 1,904 more were injured in Minnesota.
More than 70% of these deaths and injuries could be prevented if children were properly restrained in a child car seat
and 50% could be prevented if children were properly restrained in a seat belt. Minnesota's laws requiring children
under the age of four to be secured in a child car seat and children ages four to eleven to wear a seat belt have made an
impact on usage rates. However, restraint use is still low as measured in crash reports. In 1992, only 43 percent of
children 0 to 3 years old and 50 percent of children 4 to 10 years old with minor to severe injuries were properly
restrained. Of the deaths in 1992, only 50 percent of children Birth to 3 years old and 25 percent of children 4 to 10
years old were properly restrained.
Project Childsafe is a public information, resource and referral contact for child passenger safety. Our program
provides educational materials, technical expertise, speakers, displays, car seat clinics, and a short-term child car seat
loaner program. We also maintain an up-to-date directory of all loaner programs in the state and a "Child Car Seat
Recalle list
February 13.19, 1994, is National Child Passenger Safety Awareness Week. This week is dedicated to children all
around the country and the hope that we can keep them safe from injury while traveling in motor vehicles. Governor
Arne Carlson will be declaring the same week as Minnesota Child Passenger Safety Awareness Week at a press
conference on Sunday, February 13. The event will be held at the Minneapolis/St. Paul Airport. An announcement will
also be made about the airport's new car seat rental program.
We need your support. Please join the Governor by declaring Child Passenger Safety Awareness Week in your
may, and, ifpossible, encourage your local media to cover your signing ceremony. The signing can take place
any day that week or the dates for the week can be changed to fit your needs. Enclosed is a sample proclamation, other
sample materials, and ideas to promote the week in your community. Your local media will be sent a press kit on
February 2, please entourage them to use the materials.
Thank you for your support- A copy of your signed proclamation and any news clips would be greatly appreciated. It
can be seat to me at the address above. If you have any questions or cancans, please call me.
Sincerely,
bqvivt
Julie K. Prom
Program Director
lKP/jds
enclosures
Co-sponsored by the Minnesota Department of Public Safety and the Center for Injury Prevention
0 Printed on Recycled Paper
PROCLAMATION
CITY OF EAGAN
CHILD PASSENGER SAFETY AWARENESS WEEK
February 13 - 19, 1994
WHEREAS, motor vehicle crashes are the leading cause of death for
children over the age of six months in the United States; and
WHEREAS, more than 600 children in Minnesota under the age of five
were killed or injured in motor vehicle crashes in 1992; and
WHEREAS, all 50 states and the District of Columbia have enacted laws
requiring the use of child passenger protection systems; and
WHEREAS, studies have shown about one in every four car safety seats
is seriously misused; and
WHEREAS, research shows that, when used correctly, child passenger
protection devices are 70 percent effective in reducing deaths and 67 percent
effective in preventing serious injury;
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of
Eagan, in recognition of every child's right to adequate protection when being
transported in a motor vehicle, does hereby proclaim the week of February 13 -
19, 1994, to be
CHILD PASSENGER SAFETY AWARENESS WEEK
in the City of Eagan, and encourages people to observe the week with activities
to increase the correct use of child car safety seats for children under the age
of four and seat belts for older children.
Motion made by:
Seconded by:
Those in Favor:
Those Against:
Dated:
CITY OF EAGAN
CITY COUNCIL
By:
Attest:
CERTIFICATION
Its Mayor
Its Clerk
I, E. J. VanOverbeke, Clerk of. the City of Eagan, Dakota County,
Minnesota, do hereby certify that the foregoing resolution was duly passed and
adopted by the City Council of the City of Eagan, Dakota County,. Minnesota, in
a regular meeting thereof assembled this 4th day of January, 1994.
E. J. VanOverbeke, City Clerk
Agenda Information Memo
January 4, 1994 City Council Meeting
GAMBLING LICENSE EXEMPTION/EAGAN FOUNDATION
D. Exemption, from LawfW Gambling License, The Eagan Foundation—An application has
been received of Tom Wilson on behalf of The Eagan Foundation for an exemption from
the lawful gambling license requirement. A copy of thipplication is enclosed without page
number for your review. Also enclosed on page O is a resolution relative to this
application for Council consideration. The Foundation is eligible for this exemption and is
requesting it for the purpose of running raffles relative to fundraising activities for the
Foundation programs.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve a resolution exempting The
Eagan Foundation from the lawful gambling license requirement and waiving the balance
of the 30 day waiting period for the application.
RESOLUTION
CITY OF EAGAN
APPLICATION FOR EXEMPTION FROM
LAWFUL GAMBLING LICENSE
WHEREAS, the Eagan Foundation has applied for an exemption from Lawful
Gambling license, and
WHEREAS, the Eagan Police Department has reviewed the application and
has not identified any reason to deny,
NOW, THEREFORE, BE IT RESOLVED that the City Council of Eagan,
Dakota County, Minnesota, hereby approves the Exemption from Lawful Gambling License
for the Eagan Foundation,
BE IT FURTHER RESOLVED, that the City Council of Eagan, Dakota
County, Minnesota, waives the balance of the 30 -day waiting period for this application.
Motion made by: CITY OF EAGAN
CITY COUNCIL
Seconded by:
•
Those in Favor.
Those Against:
Dated
By:
Attest:
CERTIFICATION
Its Mayor
Its Qerk
E. J. VanOverbeke, Qerk of the City of Eagan, Dakota County, Minnesota,
4o hereby certify that the foregoing resolution was duly passed and adopted by the City
Council of the City of Eagan, Dakota County, Minnesota, in a regular meeting thereof
assembled this 4th day of January, 1994.
E. J. VanOverbeke, City Qerk
Agenda Information Memo
January 4, 1994 City Council Meeting
SERVICE STATION PERMIT/TOBACCO & LIQUOR LICENSES/CEDARVALE TEXACO
E. Licenses, Service Station, Tobacco & Off -Sale, Non -Intoxicating Liquor, Cedarvale
Texaco Food Mart, 3830 Sibley Memorial Highway --Applications have been received of
Hussein Ansari for a service station permit, tobacco license and non -intoxicating malt liquor
license for the Cedarvale Texaco location, the former Rax Restaurant site. A copy of each
application is enclosed without page number for your review. Also enclosed on page
is a memorandum from the Finance Department regarding these applications. As noted in
the memorandum, the City does not allow the same owner to hold more than one on or off -
sale liquor license. Mr. Ansari is the owner of Mediterranean Cruise restaurant which
currently holds an on -sale liquor license. The code does not prohibit multiple ownership
of an on -sale liquor license and off -sale, non -intoxicating malt liquor licenses. However,
staff felt it appropriate to inform the Council of this circumstance.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve 1) a service station permit,
2) a tobacco license and 3) an off -sale, non -intoxicating malt liquor license for Hussein
Ansari doing business as Cedarvale Texaco Food Mart, 3830 Sibley Memorial Highway as
presented.
December 27, 1993
TO: CITY ADMINISTRATOR HEDGES
FROM: ADMINISTRATIVE ASSISTANT WITT
RE: APPLICATIONS FOR SERVICE STATION PERMIT,
TOBACCO SALES LICENSE
NONINTOXICATING MALT LIQUOR LICENSE
CEDARVALE TEXACO MART
3830 Sibley Memorial Highway
Hussein Ansari, owner of Mediterranean Cruise, has purchased
the property at 3830 Sibley Memorial Highway and will be
opening Cedarvale Texaco soon. He has applied for a service
station permit, a license to sell tobacco products and an off -
sale non -intoxicating malt liquor license.
Eagan City Code does not allow multiple ownership of On and or
Off -sale liquor licenses but does not address On -sale with an
Off -sale non -intoxicating malt liquor license. Investigator
John Stevenson, will be reviewing the beer application and will
make a recommendation to the Council.
Agenda Information Memo
January 4,1994 City Council Meeting
RESOLUTION/AMENDMENTS TO DECLARATION OF TRUST/
MINNESOTA MUNICIPAL MONEY MARKET FUND
F. Resolution, Authorizing Execution of Proxy in Favor of Certain Amendments to the
Declaration of Trust of the Minnesota Municipal Money Market Fund—In October of 1989,
the City Council approved a resolution authorizing entry into a joint powers agreement in
the form of a declaration of trust establishing an entity known as "Minnesota Municipal
Money Market Fund" and authorizing participation in certain investment programs in
connection therewith. The 4M Fund was established to provide a means through which
municipalities may jointly and cooperatively exercise their power to enhance their
investment opportunities pursuant to an investment program conducted in accordance with
State law.
The Technical Advisory Board of the 4M Fund recently proposed to the 4M Fund Board
of Trustees certain changes in the 4M Fund Trust Document. The changes require a vote
of the participants.
The following three (3) changes have been recommended for approval by the Trustees:
1) Authority is given which would permit the Board of Trustees to create multiple
investment portfolios within the fund.
2) The limitation which currently restricts investments to a maturity date of not more
than one year is changed to allow the use of floating rate government and agency
securities with maturities of three years or less if there is a coupon reset period
within 397 days of the date of the 4M Funds purchase thereof.
3) The portfolio manager would be given authority to use reverse repurchase
agreements in the fund for up to 25% of total assets.
Finance Director/City Clerk VanOverbeke has reviewed these proposed changes and is in
agreement with the recommendations of the Board of Trustees. Enclosed on page / is
a copy of the resolution.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve the resolution authorizing
execution of proxy in favor of certain amendments to the Declaration of Trust of the
Minnesota Municipal Money Market Fund.
CITY OF EAGAN
RESOLUTION
AUTHORIZING EXECUTION OF PROXY IN FAVOR OF
CERTAIN AMENDMENTS TO THE DECLARATION OF TRUST
OF THE MINNESOTA MUNICIPAL MONEY MARKET FUND
BE IT RESOLVED by the City Council of the City.of Eagan, Minnesota
as follows:
Section 1. $ackground
1.01 The City of Eagan is a participant in the Minnesota Municipal Money Market
Fund (4M Fund), by reason of its approval of a joint powers agreement in the form
of a Declaration of Trust.
1.02 The City has been asked to consider certain amendments to the Declaration
of Trust of the 4M Fund.
1.03 The City has reviewed and considered the proposed amendments to the
Declaration of Trust as described in the attached proxy statement and amended
Declaration of Trust.
Section 2. Authorization
2.01 The City of Eagan approves the proposed amendments described in the proxy
statement and amended Declaration of Trust.
2.02 At a meeting of the 4M Fund participants to be held on February 2, 1994,
E. J. VanOverbeke, Finance Director/City Clerk, is authorized to attend and vote
on behalf of the City in favor of the proposed amendments, or in the alternative,
is authorized to execute the attached proxy in favor of the amendments and
forward it to the proxy agent to be voted accordingly.
Motion made by:
Seconded by:
Those in Favor:
Those Against:
Dated:
CITY OF EAGAN
CITY COUNCIL
By:
Attest:
CERTIFICATION
Its Mayor
Its Clerk
I, E. J. VanOverbeke, Clerk of the City.of Eagan, Dakota County,
Minnesota, do hereby certify that the foregoing resolution was duly passed and
adopted by the City Council of the City of Eagan, Dakota County, Minnesota, in
a regular meeting thereof assembled this 4th day of January, 1994.
E. J. VanOverbeke, City Clerk
Agenda Information Memo
January 4, 1994 City Council Meeting
RESOLUTION/ASPEN WOODS OF EAGAN/
JSSUANCE OF MULTI -FAMILY HOUSING REVENUE REFUNDING BONDS
G. Resolution, Giving Final Approval to the Issuance of the Multi -Family Housing Revenue
Refunding Bonds, Aspen Woods of Eagan --A public hearing was held and a resolution giving
preliminary approval to the issuance of multi -family housing revenue refunding bonds,
Aspen Woods of Eagan, was approved. A decision had not been reached at that time
regarding the final form of the financing; consequently, only preliminary approval was given.
It has now been determined that the issuing will be floating rate transactions and final
documents are being prepared.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve the resolution giving final
approval to the issuance of multi -family housing revenue refunding bonds - Aspen Woods
of Eagan.
Agenda Information Memo
January 4, 1994 City Council Meeting
MEDIA EQUIPMENT SERVICE CONTRACT
II. Consideration, Media Equipment Maintenance Service Contract—Staff is soliciting
quotations for a service contract to provide maintenance of the Council Chamber media
equipment. Service to date has been covered under one-year warranties from the
installation of the equipment. As the warranties expire, additional service may be necessary.
Staff is in the process of soliciting quotations for the service contract. The quotations
received and the lowest qualified bid will be presented to the City Council no later than the
Additional Information packet on Monday.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve a maintenance service
contract for the City Council Chamber media equipment with a firm to be designated.
Agenda Information Memo
January 4, 1994, City Council Meeting
RECEIVE FEASIBILITY REPORT/ORDER PUBLIC HEARING
(OSLUND TIMBERLINE ADDN)
L Project 643, Receive Feasibility Report/Order Public Hearing (Oslund Timberline
Addition - Street Rehabilitation) --In accordance with the schedule for the 1994 street
reconstruction program, the staff would like to present the feasibility report for the above -
referenced project and request the City Council to schedule a formal public hearing to be
held on February 1, 1994. Enclosed without page number is a copy of the preliminary
feasibility report as revised based on comments received from the informational
neighborhood open house meeting held on November 30. Staff would be happy to
informally review any aspect of this project prior to the public hearing at the Council's
discretion.
ACTION TO BE CONSIDERED ON THIS ITEM: To receive the feasibility report for
Project 643 (Oslund-Timberline Addition - Street Rehabilitation) and schedule a public
hearing to be held on February 1, 1994.
RESOLUTION RESTRICTING PARKING, APPROVING PLANS &
REQUESTING MUNICIPAL STATE AID
(LONE OAK RD & LEXINGTON AVE INTERSECTION UPGRADE & SIGNALIZATION)
J. Project 607A, Resolutions Restricting Parking, Approving Plans & Requesting
Municipal State Aid Financing (Lone Oak Road & Lexington Avenue - Intersection
Upgrade & Signalization)--Staff has applied for Municipal State Aid Street (MSAS)
financing to help fund the roadway improvements and signalization of the above -referenced
intersection. In order to receive MSAS funds, the City must pass a Resolution restricting
parking on Lexington Avenue (Lone Oak Road Resolution adopted August 6, 1991),
approve the detailed plans and request Municipal State Aid financing. Enclosed on pages
and ti are copies of the proposed Resolutions being offered for Council's
nsideration.
ACTION TO BE CONSIDERED ON THIS ITEM: Approve Resolutions for Project 607A
(Lone Oak Road & Lexington Avenue - Intersection Upgrade & Signalization) restricting
on -street parking, approving detailed plans and requesting MSAS financing, and authorize
the Mayor and City Clerk to execute all related documents.
CITY OF EAGAN
RESOLUTION
RELATING TO PARKING RESTRICTIONS ON
MSAP 195-111-03 (CP 26-19) on Lexington Avenue (County Road 43) from 250 feet south
of Clubview Drive to CSAH 26 (Lone Oak Road) in the City of Eagan, Minnesota.
THIS RESOLUTION, passed this 4th day of January, 1994, by the City of Eagan
in Dakota County, Minnesota. The Municipal Corporation shall hereinafter be called the
City, WITNESSETH:
WHEREAS, the City and Dakota County have planned the improvement of County
Road 43 (Lexington Avenue) from 250 feet south of Clubview Drive to CSAH 26 (Lone
Oak Road); and
WHEREAS, the County and City will be expending State Aid Funds on the
improvement of this highway, and
WHEREAS, this improvement does not provide adequate width for parking on both
sides of the road; and approval of the proposed construction as a State Aid Highway
project must therefore be conditioned upon certain parking restrictions.
NOW, THEREFORE, IT IS THEREBY RESOLVED:
That the City, shall ban the parking of motor vehicles on both sides of County
Road 43 (Lexington Avenue) from 250 feet south of Clubview Drive to CSAH 26 (Lone
Oak Road) at all times.
Adopted this 4th day of January, 1994.
ATTEST:
City Clerk
CERTIFICATION
Thomas Egan, Mayor
I, E.J. VanOverbeke, Clerk of the City of Eagan, Dakota County,Minnesota, do
hereby certify that the foregoing Resolution was duly passed and adopted by the City
Council of the City of Eagan, Dakota County, Minnesota, in a regular meeting therefore
assembled this 4th day of January, 1994.
E.J. VanOverbeke
1 co
RESOLUTION
WHEREAS, plans for SAP 19-626-05, MSAP 195-111-03 (CP 26-19) showing
proposed alignment, profiles, grades and cross-sections for the construction,
reconstruction or improvement of County State Aid Highway No. 26 (Lone Oak Road) and
Municipal State Aid Street 111 (Lexington Avenue, CR 43) within the limits of the City as
a State Aid project have been prepared and presented to the City.
NOW, THEREFORE, BE IT RESOLVED: That said plans be in all things
approved.
Adopted this 4th day of January, 1994.
ATTEST:
City Clerk
CERTIFICATION
Thomas Egan, Mayor
1, E.J. VanOverbeke, Clerk of the City of Eagan, Dakota County, Minnesota, do
hereby certify that the foregoing Resolution was duly passed and adopted by the City
Council of the City of Eagan, Dakota County, Minnesota, in a regular meeting therefore
assembled this 4th day of January, 1994.
E.J. VanOverbeke
11
Agenda Information Memo
January 4, 1993 City Council Meeting
There are no Old Business items at this time.
Agenda Information Memo
January 4, 1994 City Council Meeting
WAIVER OF PLAT/GREAT OAKS ADDITION
A. Waiver of Plat, Robert Engstrom Companies, in Order to Split Outlot C, Great Oaks
Addition, and Combine it with Lots 3, 6 and 7, Great Oaks Addition, Located South of
Great Oaks Place in the Northeast Quarter of Section 14—At its meeting of December 28,
1993, the Advisory Planning Commission considered the above -referenced waiver of plat to
allow a previously platted outlot to be divided and joined to three existing lots in the Great
Oaks Addition to the north. A condition of the Woodlands 4th Addition was that this
waiver be completed. For additional information with respect to this item, please refg to
the Co 'ty Development Department staff report which is enclosed on pagesO
through for your review.
Also enclosed on pag2 are the APC minutes relative to this item. Please note that the
Commission is recommending approval with the addition of two conditions besides those
listed in the staff report. Due to the nature of the split, it is not anticipated that there will
be any park or trail dedication requirements associated with this application.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a waiver of plat for
Robert Engstrom Companies in order to split Outlot C, Great Oaks Addition, and combine
it with Lots 3, 6 and 7, Great Oaks Addition, located south of Great Oaks Place in the
northeast quarter of Section 14 as presented.
SUBJECT WAIVER OF PLAT
(R-1) SINGLE FAMILY
APPLICANT: ROBERT ENGSTROM COMPANIES
LOCATION: NE QUARTER SECTION 14
EXISTING ZONING: R-1 (SINGLE FAMILY)
DATE OF PUBLIC HEARING: DECEMBER 28,1993
DATE OF REPORT: DECEMBER 20,1993 •
COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT
APPLICATION SUMMARY: An application has been submitted requesting a Waiver of
Plat to split Outlot C, Great Oaks, in order to combine separate pieces with Lots 3, 6, and
7, Great Oaks, located west of Elrene Road and south of Great Oaks Place.
APPLICABLE REGULATIONS: Chapter 13, Section 13.40, Subd. 3, Waivers.
PROPOSAL: The Woodlands 4th Addition (Final Plat approval October 19,1993) finalized
development adjacent to Outlot C, Great Oaks. This outlot which was dedicated for utility
and drainage purposes was required as a Condition of Plat Approval for The Woodlands
4th Addition to be incorporated with other lots. This Waiver of Plat application will satisfy
that condition by combining the outlot with three adjacent lots in Great Oaks.
PLANNING CONSIDERATIONS:
• There is no development associated with this waiver.
PARKS & RECREATION: The Advisory Parks, Recreation, and Natural Resources
Commission will be reviewing this waiver at their January 1994 meeting. Because this
waiver does not result in the creation of an additional buildable parcel, no parks or trails
dedication is anticipated.
GRADING/DRAINAGE/EROSION CONTROL: No grading is proposed with this Waiver
of Plat. The drainage from this area is conveyed overland to Pond JP -14 which is located
on Parcels A and C and in the north, half of Parcel B or to Pond GP 33 which is located in
the southeast corner of Parcel B. The City has a storm water lift station located on Parcel
B that serves as the outlet for Ponds JP -14 and GP -33. Along the south edge of Parcel B
is an existing bituminous driveway that serves as the City's access to the lift station from
Woodland Trail.
WATER QUALITY: This proposed plat would merely. add land to the backs of several•lots
with existing homes and will not result in changes which modify the hydrologic character of
.Outiot C Thus, staff will recommend that this plat be subject to neither a cash dedication
nor an onsite ponding requirement for water quality. It should be noted that the City
intends to evaluate the feasibility of raising the normal water level in Pond JP -14 which lies
• within this oudot in order to enhance its water quality treatment functions. Any raise in the
normal water level an be accommodated within the existing easement for the pond.
No filling or draining of wetlands within this oudot is permitted.
These recommendations are subject to the approval of the Advisory Parks, Recreation, and
Natural Resources Commission.
UTILITIES: No sewer and water service eutensions will be needed for this Waiver of Plat.
STREETS/ACCESS/CIRCULATION: The three parcels will be attached to the backyards
of existing lots in Great Oaks that currently have street access to the north to Great Oaks
Place and Great Oaks Trail.
EASEMENTS/RIGHT-OF-WAY/PERMITS: Parcels A, B and C are currently all in a
drainage ponding and utility easement. The easements are required for Ponds JP -14 and
GP -33 and the storm sewer lines that drain into the ponds.
FINANCIAL OBLIGATION • WAIVER OF PLAT • 14-W10.1143
LOTS 3, i, & 7, BLOCK 1 AND OUTLOTC, GREAT OAKS
There are payoff balances of special agents totaling *S4,784 on the parcels Involved.
The pay-off balance will be allocated to the lots created by the waiver of plat
The estimated financial obligation presented is subject to change based upon areas,
dimensions and land uses contained in the final plat.
Based upon the study of the financial obligations collected in the past and the uses proposed
for the property, the following charges are proposed. The charges are computed using the
. City's current fee schedule and the connection and availabf ity of the Chis utility system
based on the submitted plans.
Improvement . Rate Quantity • • Amount
None •
ACTION TO BE CONSIDERED:
To approve/deny the Waiver of Plat
If approved, this waiver shall be recorded with Dakota County within 60 days with
documentation provided to the City.
f[EMNEIR
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(PROPOSED
EAGAN ADVISORY PLANNING COMMISSION MINUTES
-December 28, 1993
=Via DY PLAT
PAM? IINGSTRON COCP3 IRS
Chairman Voracsk opened the first public hearing of the waning
regarding a Waaiver of Plat to split Outlot C, Great Oaks Addition,
and oambins each parcel with Lots 3, 6 and 7, Great Oaks Addition,
located south of Creat Oaks Place in the MX 1/4 of section 14.
Assistant City Planner Ridley introduced this item to the
Commission,. Be stated that the applicant was requesting a Waiver of
Plat to split Outlot C, Groat Oaks, into three separate paresis each
to be combined with Lots 3, 6 and 7, Great Oaks. 00 stated that the
subject property was located vast of Sirens Road and south of Great
oaks Place. Mt. Ridley explained that Woodlands 4th Addition, which
was approved for final plat on October 19, 1993, is a finalised
development adjacent to Outlot C, Great Oaks. Be further explained
that Outlot C was dedicated for utility and drainage purposes, but
was required as a condition of the final plat approval for the
Woodlands 4th Addition to be incorporated with Lots 3, 6 and 9, Great
Oaks. lO:. Ridley stated that the approval of the applicant's request
for Waiver of Plat will satisfy that condition. Be further stated
that then, will be no dsvaiopment associated with the spitting of
Outlot C.
•
Member Bsyl stated that the applicant's proposal complies with
tha condition of the final plat approval for the Woodlands 4th
Addition, that being the requirement to combine Outlot C with the
lots to the north in Great Oaks.
Weyi moved, Isberg saconded, the motion to approve a Waiver of
Plat in order to split Outlot C, Great Oafs Addition, and combine it
with Lots 3, 6 and 7, Great Oaks Addition, located south of Great
Oaks Placa in the BE 1/4 of Section 14, subject to the following
condition:
1. The applicant shall record the Waiver of Plat with Dakota
County and provide documentation to the City within 6o days
of City Council approval.
2. The applicant is required to have the tax parcel
identification nu bars for the new lots in Outlot C to be
the same as the tax parcel identification number of the lot
with which it is combined.
All present voted in favor.
Agenda Information Memo
January 4,1994 City Council Meeting
SITE PLAN REVIEW/PERKINS RESTAURANT/
TOWN CENTRE 70 - SIXTEENTH ADDITION
B. Site Plan Review, Perkins Restaurant, Lot 2, Block 1, Town Centre 70 - Sixteenth
Addition, Containing a Perkins Restaurant Located Along the West Side of Town Centre
Drive in the Northwest Quarter of Section 15—At its meeting of December 28, 1993, the
Advisory Planning Commission reviewed the above -referenced site plan consistent with a
condition of approval for the subdivision requiring such review prior to development of the
lot. For additional information with respect to this item, please�g gr to the mmunity
Development Dep • ' u e . t staff report which is enclosed on page through Also
enclosed on pages I through are the Advisory Planning Commission minutes
relative to this item. Note that the APC recommending approval subject to the conditions
noted in the minutes.
ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the site plan review
for the Perkins Restaurant located at Lot 2, Block 1, Town Centre 70 - Sixteenth Addition,
located along the west side of Town Centre Drive in the northwest quarter of Section 15 as
presented.
SUBJECT:
APPLICANT:
LOCATION:
EXISTING ZONING:
DATE OF PUBLIC HEARING:
DATE OF REPORT:
COMPILED BY:
SITE PLAN REVIEW
PERKINS FAMILY RESTAURANT
FEDERAL LAND COMPANY
LOT 2, BLOCK 1, TOWN CENTRE 70 16TH
ADDITION
CSC (COMMUNITY SHOPPING CENTER)
DECEMBER 28,1993
DECEMBER 20,1993
COMMUNITY DEVELOPMENT DEPARTMENT
BACKGROUND: When Town Centre 70 16th Addition was platted (Applebee's parking
lot expansion and Lot 2, Block 1) Condition of Approval #5 stated: "Any development on
Lot 2 shall first be reviewed by the Advisory Planning Commission and the City Council."
LOCATION/EXISTING CONDITIONS: The proposed restaurant is located within the
Eagan Town Centre development directly south of the existing Applebee's restaurant along
Town Centre Drive, north of McDonald's restaurant. This site abuts I -35E on the west.
The open, grassy site is currently vacant and is relatively flat (due to prior grading).
PROPOSAL: Perkins family restaurant is proposing a 5,054 sq. ft. Class I restaurant. Class
I restaurants are a permitted use in a CSC zoning district. The restaurant will seat
approximately 176 people. Required parking for 176 seats is 58 stalls; Perkins is providing
93 stalls. The building exterior consists of brick on the lower portion with stucco on top.
The trash enclosure has been attached to the building and is constructed of like building
materials.
City Code allows businesses one pylon sign adjacent to the freeway and a monument sign
(to be located on the side opposite the freeway.) Perkins has proposed a 35' pylon along
I -35E and a free-standing ground sign along Town Centre Drive. The proposed sign meets
the Town Centre Pylon Sign Agreement. City Code requires that pylon signs be no more
than 27' in height and 125 sq. ft. (maximum) per side. As proposed, the height shall be
reduced by 8' to bring the sign into conformance. Perkins has agreed to the 8' reduction.
The maximum height in a CSC zoning district is 35'. Perkins has proposed a 70' flag pole.
To conform to Code requirements, the flag pole shall be reduced by half of its proposed
height.
The submitted landscape plan shows a variety of overstory and understory plantings.
Groupings of Black Hills Spruce, Scotch Pines, and Red Oaks will blend in with the existing
landscaping along Town Centre Drive and I -35E.
All setbacks meet Code requirements.
GRADING/DRAINAGE/EROSION CONTROL The existing site is fairly flat with no trees.
A limited amount of grading will be needed for this site's development. The preliminary
drainage plan shows connection to an existing 18" public storm sewer system stubbed from
the McDonalds site to the south. The proposed, privately maintained storm sewer that will
serve this site will extend both west and north to ensure proper drainage of the parking lot.
The storm sewer system that drains this site drains into Pond JP -66 which is a pond on the
City's Comprehensive Storm Water Management Plan. Pond JP -66 is a sedimentation basin
located in the northwest corner of Denmark Avenue and Duckwood Drive.
The development will be responsible for installing and maintaining erosion control methods
in accordance with the City's Erosion/Sediment Control Manual Standards.
WATER QUALITY AND WETLANDS: This development will be subject to a cash
dedication to meet water quality mitigation requirements. For Lot 2, Block 1, the cash
dedication amount will be $10,680 and this amount must be paid by the developer prior to
the issuance of a building permit.
There are no wetlands on the site.
UTILITIES: An existing 8" sanitary sewer in Town Centre Drive with sufficient depth, size
and capacity is readily available to serve this site. Also, an existing 8" water main in Town
Centre Drive with sufficient size, pressure and capacity is readily available to serve this site.
The preliminary utility plan shows connecting to an existing 6" sewer stub and 6" water stub
and extending the lines up to the building. The proposed sanitary sewer service shall
include a manhole on the service line at the edge of the drainage and utility easement.
STREET/ACCESS/CIRCULATION: Street access for the proposed development will be
provided from Town Centre Drive which runs along the east property line of this site. The
preliminary site plan shows two driveway access points onto Town Centre Drive.
With the proposed Kohl's development, the existing entrance to Town Centre Shopping
Center and Dougherty's Restaurant will be moved north 120'. The preliminary site plan
does not show this new driveway location. The proposed driveway locations for the Perkins
site will not match centerlines with the proposed Kohl's/Dougherty's driveway. The north
entrance centerline is 60' apart and the south entrance centerline is shown to be 132' away
from the Kohl's driveway opening. Staff is recommending the northerly driveway be located
to match the most northerly drive aisle, thus all spacing requirements will be met.
Therefore, the northerly driveway connection to Town Centre Drive shall be shifted to the
north 60 feet to provide improvement separation to the proposed Kohl's driveway.
EASEMENTS/RIGHT-OF-WAY/PERMITS: The right-of-way and easements for this
development have already been dedicated on the plat.
CONDITIONS OF SITE PLAN REVIEW FOR TOWN CENTRE 70 16TH ADDITION
1. The pylon sign height maximum is 27'. A reduction of 8' is required to meet Code.
2. The maximum height for the flag pole is 35'.
3. The northerly driveway connection to Town Centre Drive shall be shifted to the
north 60' to provide improved separation to the proposed Kohl's driveway.
4. The proposed sanitary sewer service shall include a manhole on the service line at
the edge of the drainage and utility easement.
TOWN CENTRE 70 LOCATION MAP
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Page 8/NAGAF ADVISORY PLANNING C NNI8SION NIMES
DECSl83 R 28, 1993
8I?IMAN Mtn •
10USXMO 1A?ACRAMT
Chairman Voraosk opened the next public hearing of the evening
regarding a site plan review of Lot 2, Block 1, Town Centre 70
Sixteenth Addition containing a Perkins restaurant along the wast
side of Tarn Centre Drive in the JIN 1/4 of Rection 15.
Project Planner Tyree introduced this item. She explained that a
condition of the plat approval of Town Centre 70 16th Addition was
that any development on Lot 2, Block 1 of the plat shall be first
reviewed by the Advisory Planning Commission and the City Council.
She stated tbs subject property is directly south of the existing
Applebee's restaurant along Tovn centre Drive, north of McDonald's
restaurant and east of 1-358.
Ms. Tyree stated that the applicant is proposing a 5,054 sq. ft.
Class I restaurant, Perkins Family Restaurant, on Lot 2, Block 1,
Town Centre 70 16th Addition. She noted that Class 1 restaurants are
a permitted use in a CSC zoning district. She further stated that the
restaurant proposes to seat approximately 176 people and will provide
93 parking stalls, providing an extra 35 parking stalls than is
required by the City Coda. She also explained that the proposed
restaurant's exterior will be brick on the lover portion of the
e xterior walls with stucco on the remaining upper half.
Ke. Tyree stated that the applicant proposed a 35 ft. pylon sign
on the west side of the building for visibility from I-3511. She
stated that the applicant had agreed to reduce the height of the
pylon sign to 27 ft., as required by City Coda. Further, the
applicant proposed a 70 ft. flag pole to be located on the west side
of the building for visibility from I -35E. The maximum height in a
CSC zoning district for a flag pole under the City Code is 35 ft. She
noted that the applicant bas agreed to locate the flag pole at the
front 'east side" of the building.
finally, Ms. Tyree stated that the existing entrance to Town
Center shopping Center and Dougherty's restaurant will be moved 120
fest north due to the proposed Kohl's development. She noted that the
Perkins' site plan does not reflect this new driveway location. she
furtherno d that to provide improved separation to the proposed
Kohl driveway, the northerly driveway to Town Centre Drive from the
subject property cwt be shifted 60 feet to the north.
A representative for Perkins Family Restaurant was present. Ne
stated that the staff report and the proposed conditions .of the site
plan approval were acceptable to the applicant. He further stated
that the applicant agrees to reduce the height of the proposed flag
pole to 35 ft.
3E.
- Page 9/EAG ADVISORY PLANNING COMMISSION MINUTES
DQE! 28, 1993
Member Markley noted that it is unusual for a development to
provide parking stalls in excess of the Code requiresant. He
suggested that an alternative to the excessive parking would be to
have the development provide More Ugreen space.*
Chairman Voraoek stated that a Perkins Paaily Restaurant is a
welcomed addition to the Town Centre area..
Maxkley moved, Isberg seconded, the motion to approve a site plan
review of Lot 2, Block 1, Town Centro 70 Sixteenth Addition
containing a Perkins restaurant along the west side of Town Centro
Drive in the NW 1/4 of Section 15, subject to the following
conditions:
1. The pylae sign height maximum is 27'. A reduction of 8• is
. required to Beet Code.
2. The maximum height for the flag pole is 35'.
2. The northerly driveway connection to Town Contra Drive shall
. be shifted to the north 60' to provide unproved separation
to the proposed Kohl's driveway.
4. she proposed sanitary sewer service shall include a manhole
on the service line at the edge of the drainage and utility
easement.
All present voted in favor.
1.13220
(nev.11210S)
Minnesota Latent Gambling
Application for Authorization for
Exemption from Lawful Gambling License
Fill in the unshaded portions of this application for exemption and
send it in a1 bast 45 days before your gambling activity for processing.
Name aril# Address oforganttation
FEE
INIT
FOR BOARD USE ONLY__
CNK
DATE
Organization Name Current/previous license number Cunenttrevlous exen ,I number
j( t/iydi✓ t•crva�j€�/it- �+'/��
Stream City �� e 4l State Zp code Amy
IS" / eh. it 6eun,; ;N 35.! L3r►��-
Daytime Phone Number
WIN/7/13 W � I5e- Z) 6g3- 6'101 •&.Lia (Iii.. 4.r-
Ipe of PionproJtt Organieatioi
CNJr Exerullve Officer Daytime Phone Number Treasurer
Check the box below which Indicates your type of organization
Fraternal
Veterans
Religious
Other non-profit
.Gairibliifg Site;
Name of sNe where edMty will la lyr place
E 4A/
)
Cheek the box that Indicates your proof of nonprofit
statue and attach a copy of the proof to the application.
[] IRS designation
Certification of good slanting from the Minnesota
Secretary of State's office
[] Affiliate of parent nonprofit organization (charter)
S5./tee
Street
Date(s) of activity (laitles, Indicate the date Mae dna ng)
PP et f l a '9
Twits df Gaines
Game(s)
Bingo
Stale
MN
Flnaicial Report
ipem i,lncludlnp•
Cost or Pttzsi .. .
55723
MA iii t velui of Pat N
(Inciudlnp Donallone
int cash)
Rattles
Paddlewheels 0
lards ❑
Pull -tabs 0
I declare al! information submitted to the
Gambling Control Board is true, accurate,
and complete.
Jlsirbuton from whom gambling equipment was purchased
btstrbulor's license numbe
I dedare Mt financial information Submitted to the Gambling Control
Board is love, etrurale, and comlik+le.
lei Executive OMcer's Signe twe Dat ' Chjef Exseuti'e t)Moir a SI nitur
g •
Local unit of Goi;ernntent Acknowledgment,
I have received a copy of Mkt application. This application will be reviewed by the Oanbling Conlrol Board and wN1 become efedhre 30 days from the dale of
recept by the eNy or couriy, unless the local unit of government passes a resolution 10 specifically prohlbl the adMly, A copy of that resolution must be reoelved
by the oambNng Control Board within 30 days of the dale titled In below. Cities of the Orsl doss have 60 days In which to disallow the edMy.
City or County Township
City of county name
C'
SlgnaITT of person meeMng optical/0i:
G _4P leth JIllie
Township name
Signature of person ►eceMng application
APJLil 4-S57—
This
ssrThis form will be made available
in ahernative format (i.e. large
print, braille) upon request.
Dine received
Tae
1-2/22"?
Mail with $25 permit tee and copy of
proof o1 nonprofit statue to:
Gambling Control Board
1711 W. County Rd. B, Ste. 300 S.
Roseville, MN 55113
Date Deceived
Township is
❑ organized
IA unorganized'
❑ unincorporated'
• Attach letter
White - Original
Yellow - Board returns to
Organization to complete
shaded areas
CITY OF EAGAN
3830 Pilot Knob Road For the Period
Eagan, MN 55122
(612) 454-8100 July, - June,
SERVICE STATION PERMIT TRAILER PERMIT
hereby submits application for a
Service Station Permit (*100:00) Trailer Permit (850.00)
Name of Applicant N H Ss c i v Dco,
Street Address
3830 s•S1,
City, State, Zip .Sri ZL
Telephone Number d/ 2- 68/ -101
Location of station or trailer if different from above address:
MAKE CHECK OUT TO: CITY OF EAGAN IN THE AMOUNT OF
PERMITS ARE ISSUED FOR A 12 MONTH PERIOD AND ARE NOT PRORATED.
PLEASE RETURN YELLOW COPY WITH PAYMENT. RETAIN THE WHITE COPY FOR YOUR FILES.
FOR OFFICE USE
Receipt # Amount Received
Dote of Receipt City Council Approval Date
RECttLEO PAPER
$40.00 per license
CITY OF EAGAN
3830 Pilot Knob Road Renewal
Eagan, MN 55122-1897
APPLICATION FOR LICENSE TO SELL TOBACCO PRODUCTS
Please Prim•
e
APPUCANT - 11,5 '� c :� t � � �)� • • J����
'- Birthday .313/ 5
Residential Address 1/3 /, i ���• ,
street
Business Address 38 IL ,1,I 1 ;� :� .:: • ( 11.1 f
street
• city
/yin• S)/2-73
state zip
t'�) , • S t 12
state zip
Home Phone C j 2 Business Phone - /ys 4 '/s z 1 ' i /
Business name in Eagan where tobacco is to be sold Cele,' ti'r.I c l e x d [. j i • 9 r‘,,, i
Business address In Eagan where tobacco is to be sold . 333o s:41,7 /4.) C - /1+
i street
TOBACCO PRODUCTS TO BE SOLD: (Check all that apply)
Cigarettes, cigars and other smoking tobacco
e,C Snuff, plug and other chewing tobacco
fx Clippings, cuttings and sweepings suitable for chewing or smoking
4C Pipes and other tobacco related devices
t Cigarette papers and wrappers
PACKAGING OF TOBACCO PRODUCTS TO BE SOLD (Check all that apply)
Individual pack or can
p( Two or more packs or cans packaged together
tk Full cartons
LOCATION OF TOBACCO PRODUCTS WITHIN BUSINESS (Check all that apply)
Self-service merchandise
X' Over-the-counter
Vending machine Number of vending machines within business
X Accessible to store clerk only
SEPARATE LICENSES SHALL BE ISSUED FOR THE SALE OF TOBACCO PRODUCTS AT EACH FIXED
PLACE OF BUSINESS AND FOR EACH VENDING MACHINE.
TOBACCO SALES TO ANY PERSON UNDER THE AGE OF EIGHTEEN (18) YEARS IS UNLAWFUL AND
IS GROUNDS FOR SUSPENSION OR REVOCATION OF LICENSE.
1 (WE) HEREBY AGREE TO OPERATE SUCH BUSINESS IN ACCORDANCE WITH THE LAWS OF
MINNESOTA AND THE ORDINANCES OF THE CITY OF EAGAN. THE FOREGOING STATEMENTS ARE
TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BEUEF.
/DATE' —77 �ft / ZI�' � i AUTHORIZED SIGNATURE_.-
========_=_=__=_==_=_=_= __==--= s=========_==
FOR OFFICE USE ONLY
City Council Approval Date: Date Issued:
DATE ' 1
ON sal
OFF SALE FEE lc 01.
r.MPORARV FEE $25.00 �.
CRY OF EAGAN
Sq0 PILOT KNOB ROAD
EAGAN, MINNESOTA 1111122
APPLICATION FOR NON -INTOXICATING MALT UOUOR UCENSE
APPUCANT f 15eir r fit SSll't OWNER'S NAME
PLEASE PRINT
Address /%36 , ��) ri cern �C# Aedes.
ay ( Street)
040cid
(Middle)
5312)
v
,�' 6/2• ijsy 9sg9 (State) ets 3/3 f /
NEW
RENEWAL
TEMPORARY
(Oast) first) (Middle)
(Street)
Phone
Birthdate�P)
TRADE NAME (jc{G/tl4k .7-et'dto -t,e.( Meer
Address 3,4o 544 041."4c( N-�y
pent)
4w Mie. 4'SAL1.
(ale) CJ (am) WP)
Phone 6/1. - 6%1- /41-1
MANAGER'S NAME ANsc}m'sC. h 04
(Middle)
Mimes 436 d)•;c•••• c- irst)
(Stret)
M;.... 53 -rt
I t: - S/si(- ? fl ehthdats J/1/i / �P))
Phone b
HEREBY APPLIES FOR NON -INTOXICATING UOUOR UCENSE for the year / 9 9 Y ,from J." 7 //f fY toder / 3 f J V(month) (date) (month) feat
Event: Location: 3,r30�'6ru.�-e...� N -•y
(for temporary license)
Address)
STRONG BEER: Yes .2i_No
Appticants who have an on -sal. wine license, and haw 60% gross earnings from food, may NI strong beer without an additional ((Donee. Applicants who
elect to WI strong beer must carry liquor liability Insurance.
M you the actual proprietor? Yes 10 No ( )
M you tfte owner of the property of the business location? Yes (11 No ( )
Hes any other license of this kind been granted to you? Yee () No Qt) Where
(Year)
PIY)
M any taxes. assessments or utility bills for the ;ermine unpaid or deliquent? Yes () No 00. N yes, give reason.
During the past year, has a summons been Issued under the Liquor Civil I abllIty Law MS 304.M02? Yes () No 00.
If yes, attach summary Dopy.
Have you ever been convicted? Yes () No 04 City (Other than a traffic offense)
is this a joint ownership or silent partnership? Yes (!Q No ( ). If yes, please attach a Neang of complete names, dates of
blth, addresses and telephone numbers fo everyone involved. _D-4 nt a L �. A o s & r i S/ / 6-8 / L/izs'i 4/
1 HEREBY VERIFY THAT THERE HAS BEEN NO CHANGE IN OWNERSHIP OR MANAGERS IN THE PAST YEAR.
THE UCENSEE HEREBY AGREES TO INDEMNIFY AND HOLD EAGAN HARMLESS FROM ANY AND ALL CLAIMS OR SUITS
INCLUDING ATTORNEYS FEES AND OTHER DEFENSE COSTS, WHICH THE CRY OF EAGAN MAY INCUR BY REASON OF
ANY ACTIVITIES ARISING FROM THE GRANTING OF THIS 62 DEER UCENSE.
I (we) HEREBY AGREE TO OPERATE SUCH BUSINESS IN ACCORDANCE WITH THE LAWS OF MINNESOTA AND THE
ORDINANCES OF THE CITY OF EAGAN. THE FOREGOING STATEMENTS ARE TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE AND BEUEF.
AUTHORIZED SI
1/1.4.3.1C-•
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DRPFT COPY
city OF Cagan
Report for
Oslund-Timberline Addition
Street and
Utility Reconstruction
City Project No. 643
Eagan, Minnesota
December 1993
File No. 49532
■
Bonestroo
Rosene
11 Anderlik &
Associates
Engineer t Architects
et. Paul, Minnesota
December 27, 1993
Honorable Mayor & Council
City of Eagan
3830 Pilot Knob Rd.
Eagan, MN 55122
Re:Oslund-Timberline Addition
Street and Utility Reconstruction
Project No. 643
Our File No. 49532
Dear Mayor and Council:
Attached is our report for the Oslund Timberline Addition Street and Utility
Reconstruction, Project No. 643.
This report discusses the proposed street and utility reconstruction and presents costs
estimates for these improvements. Also included is the estimated assessment rate per lot.
We will be pleased to meet with the City Council and other interested parties to discuss this
report at a mutually convenient time.
Yours very truly,
BO SOO,ROSENE, ANDERLIK & ASSOCIATES, INC.
Gti'��GL
Ma A. Hanson
Reviewed by:
I hereby certify that this report was prepared by
me or under my direct supervision and that I am
a duly Registered Professional Engineer under
the laws of the ,tate ,of Mifinesota.
Mark A. Hanson
Eagan Public Works Dept. Date: December 27, 1993 Reg. No. 14260
Date:
Reviewed by:
Date:
Finance Department
CITY OF EAGAN
OSLUND-TIMBERLINE ADDITION
STREET AND UTILITY RECONSTRUCTION
PROJECT NO. 643
TABLE OF CONTENTS
Item Page Number
INTRODUCTION 1
SCOPE 1
FEASIBILITY AND RECOMMENDATIONS 3
STREET EVALUATION 3
DISCUSSION 6
Streets 6
Storm Sewer 10
Sanitary Sewer and Water Main Repair 13
EASEMENTS/PERMITS 13
COST ESTIMATE 13
AREA TO BE INCLUDED 14
ASSESSMENT 15
REVENUE 16
PROJECT SCHEDULE 17
APPENDIX A - PRELIMINARY COST ESTIMATE
APPENDIX B - PRELIMINARY ASSESSMENT ROLL
INTRODUCTION: The City of Eagan similar to other communities is responsible for
providing utilities and streets to serve existing and new developments. The City officials and
its Public Works Department are also responsible for maintaining and reconstructing these
facilities in a timely manner as they approach the end of their useful life. These facilities
must be properly and cost effectively maintained for the public's safety and welfare.
Typically, utilities have a design Life of 40 to 80 years dependent upon how they've been
maintained and constructed while streets have a design life of 20 to 25 years. The design
life for streets is considerably less due to the nature of the materials that are used to build
them, and deterioration resulting from weather and traffic.
Local streets and utilities serving the Oslund Timberline area were constructed privately
approximately 25 years ago. Therefore, the streets in this area are approaching the end of
their useful design life and are in a condition where street reconstruction should be
considered.
It's important that property/homeowners and City officials know and are confident that the
infrastructure system is being properly maintained and replaced at the most opportune time
and at a reasonable cost for the longest period of time. In an attempt to better inform
homeowners/property owners of the condition of their streets, the City of Eagan recently
had structural and surface evaluations done on the streets in Oslund-Timberline area. The
results of the evaluations are presented in this report to help homeowners better understand
the condition of their streets. These evaluations are based on technical and objective
observations made by representatives trained in this work.
SCOPE: This project provides for reconstructing 1.34 miles of existing streets in Oslund-
Timberline area as shown on Figure No. 1. Also included is the construction of new storm
sewer and upgrading portions of the existing storm sewer system. Improvements are also
proposed to the existing sanitary sewer and water main systems.
Pine Ridge Drive between Red Cedar Road and McCarthy Road in Oslund-Timberline was
previously reconstructed in 1985 and assessed to the abutting homeowners. Therefore, this
section of Pine Ridge Drive is not included in the street reconstruction area.
49532.rpt 1
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LOCATION PLAN
EAGAN, MINNESOTA FIGURE 1
STREET & UTILITY RECON. PROJECT No. 643
49532R03.DWG
OCTOBER 1993 COMM. 49532
LON
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0 1000 2000
Sean• in feet
Bonestroo
ROARosene
Anderiik
Associates
i
FEASIBILITY AND RECOMMENDATIONS: This project is feasible from an engineering
standpoint and is in accordance with the 5 -Year Capital Improvement Plans for the City of
Eagan. The project can best be carried out as one contract.
STREET EVALUATION: The streets in the Oslund-Timberline area, with the exception of
Pine Ridge Drive between McCarthy Road and Red Cedar Road, are proposed to be
reconstructed as part of this project. The justification for street reconstruction is based on
the following:
- Street Age
- Structural Strength
- Surface Condition
- Future Maintenance Requirements
In accordance with engineering standards, the anticipated life of a street pavement
constructed to today's standards is 20 to 25 years. As previously mentioned, the life of a
street is based on the type and quantities of materials that are used to build it and the rate
of deterioration due to weather and the volume and load of traffic. The streets in the
Oslund-Timberline area are all greater than 20 years old and were built to a lesser standard
privately by the developer. Therefore, each street has approached the end of its design life
based on its age.
The standard structural strength of a local residential street is a 7- to 9 -ton design. The
heavier design thickness is recommended due to the number and size of service vehicles
(garbage trucks, delivery trucks, school buses, etc.) presently serving residential
neighborhoods. In the case of the streets in the project area, the recommended overlay
thickness for many of the streets ranged between 1" and 2", based on a 9 -ton design
requirement. The structural testing was done by use of a Road Rater which is an electro-
hydraulic device which imposes a load to the roadway and measures its deflection. Based
on the measured deflection, a recommended overlay equivalent thickness is determined to
prevent the deflection based on the design load.
Another important consideration for evaluating an existing street is its surface condition.
The Pavement Condition Index (PCI) ranks the surface condition of each street. Table 1
presents the categories which define PCI Rankings.
49532.rpt 3
TABLE 1
PCI MAINTENANCE REQUIRED
55-100 Routine (Crack Seal/Seal Coat)
35-55 Patch/Repair and/or Overlay
0-35 Reconstruct
In general, PCI Rankings below 35 require removal of the existing bituminous pavement
before constructing a new bituminous surface. In some cases, based on soil borings and
further field investigation during construction, the existing aggregate base may also have to
be replaced or expanded. PCI Rankings between 35 and 55 normally require patching
before constructing a bituminous overlay. PCI Rankings over 55 typically don't require
structural improvements and generally routine maintenance such as crack sealing and seal
coat is acceptable. As noted on Figure No. 2, all of the PCI Rankings, with the exception
of Pine Ridge Drive, are below 40. Therefore, based on the PCI Rankings, street
reconstruction/overlay is recommended.
In summary, based on the age, structural strength, and surface evaluation of the streets in
the Oslund-Timberline area, its appropriate at this time to consider street reconstruction.
49532.rpt 4
1 1 1 1 1___.__ IJo C.S. t H. 26 ) I II 1
LONE 04K R
0 250 500
Seale in Leel
PCl
PAVEMENT CONDITION INDEX
EAGAN, MINNESOTA FIGURE 2
OSLUND—TIMBERLINE ADD., CITY PROJ. No. 643
49532R01.DWG OCTOBER 1993 COMM. 49532
Bonestroo
monRosene
NEIAnderlik &
Associates
DISCUSSION:
Streets: Streets proposed to be reconstructed in the Oslund-Timberline area are presented
on Figures No. 3. The existing street sections are presented on Figures No. 4 and 5. The
0
existing street section for the most part includes a 32' wide street with different types of
curb (none, bituminous, concrete). The concrete curb portion is limited to McCarthy Road
approximately 1100' west of Pine Ridge Drive and Pine Ridge Drive between McCarthy
Road and Lone Oak Road. Listed below is the length of existing street with bituminous/no
curb and concrete curb:
Length
Bituminous/No curb 1.07 mile
Concrete curb 0.27 mile
1.34 mile
Street construction proposed in the Oslund-Timberline area includes constructing a new
B618 concrete curb and gutter where none presently exists. On McCarthy Road and Pine
Ridge Drive where concrete curb and gutter exists, only those sections in need of repair will
be removed and reconstructed. The existing bituminous surface will be completely removed
and a new 3" thick bituminous surface will be constructed as presented on Figures No. 4 and
5. The existing aggregate base will be checked for thickness and test rolled. If additional
aggregate base is required, it will be added as directed by the Engineer. It's estimated for
purposes of this report that approximately 3" of new aggregate base will be placed before
constructing the new bituminous surface.
McCarthy Road approaching TH 13 may warrant variable street widths due to existing
slopes abutting the roadway. The proposed design widths and alignments are presented on
Figure No. 3. As noted, it's also proposed to realign McCarthy Road to provide more
gentle curves approaching TH 13.
Due to the new concrete curb and gutter construction, driveway and boulevard restoration
is required. Driveway restoration will include reconstructing the lower portion of the
existing driveway to match the new concrete curb and gutter. Any disturbed portion of
existing driveways will be reconstructed of the same material to an equal or better condition.
49532.rpt 6
ASSESSMENT AREA
L
STREET RECONSTRUCT, SAVE
EXISTING CONCRETE CURB
STREET RECONSTRUCT, CONSTRUCT
NEW CONCRETE CURB & GUTTER
1 1 ! LLJS
LONE OAK ROAD (C.S.A.H. 26)
6
,__N
Wile OMR Inflielele
FOUR OAKS RD --�
' REGRADE (MAX.) SLOPE 2%
R 100' EAST OF T.H. 13
P NERIDGE DRIVE RECONSTRUCTED
IN 1985, CITY PROJECT ft414
(NOT INCLUDED IN THIS ROJECT)
ASSESSMENT AREA
XISTING STREET ALIGNMENT
ROPOSED STREET
ALIGNMENT
PROPOSED STREET
EASEMENT 0
I ¢
Scale in feet
T
7
I'I
ROW
2
0 250 • 500
Settle in feet
50 100
t*
McCARTHY ROAD \
* / If 1 1 1 1
0
GUARD
STREET IMPROVEMENTS
30:1 TAPER
EAGAN, MINNESOTA FIGURE 3
OSLUND—TIMBERLINE ADD., CITY PROJ. No. 643
49532R01.DWG OCTOBER 1993 COMM. 49532
Bonestroo
Rosene
WEI
Ander!ik d
Associates
30'
30'
---------------------
30'-36'
15'-18'
15'-18'
Ex. BIT. CURB
1 1/2"-2 1 /2" Bituminous
Existing Aggregate Base (Variable Thickness)
EXISTING SECTION
30'
30'
15'-18'
B618 CONC.
C & G
CROWN
30'-36'
15'-18'
DESIGN GRADE
Note:
Remove existing bituminous
curb & bituminous surface.
—1" Type 41 Bituminous Wear Course
—2" Type 31 Bituminous Base Course
3" Class 5 Aggregate Base
PROPOSED SECTION
STREET WIDTHS
All streets are proposed to be
reconstructed to there existing width.
TYPICAL STREET SECTIONS
(Exisiting Bituminous Curb)
EAGAN, MINNESOTA FIGURE 4
OSLUND—TIMBERLINE ADD., PROJECT No. 643
49\49532\49532R06 OCTOBER 1993 COMM. 49532
Bonestroo
Rosene
PLIMI Anderlik&
Associates
Er:ginecrn& A.rehiteete
2335 Weird Highway 38
Si. Nati. Minnesota 55113
30'
30'
--------------------
32'
16'
16'
Ex. Conc. Curb
1 1/2" —2 1/2" Bituminous
Existing Aggregate Base (Variable Thickness)
EXISTING SECTION
30'
30'
MS
3
16'
16'
Ex. Conc. Curb
6" CROWN
Note:
Remove existing bituminous
surface. Repair existing
concrete curb & gutter
as required.
DESIGN GRADE
1" Type 41 Bituminous Wear Course
2" Type 31 Bituminous Base CoursE
3" Class 5 Aggregate Base (Leveler;
PROPOSED SECTION
TYPICAL STREET SECTIONS
(Existing Concrete Curb)
EAGAN, MINNESOTA FIGURE 5
OSLUND—TIMBERLINE ADD., PROJECT No. 643
49\49532\49532R06 DECEMBER 1993 COMM. 49532
■
Bonestroo
Rosene
vri Anderlik&
Associates
. Engineers& Architects
2335 West Highway 36
St. Paul, Minnesota 55113
Sanitary sewer manhole and gate valve box adjustment are also required. In addition,
existing storm sewer catch basins and leads are proposed to be reconstructed to present
standards.
Storm Sewer. The existing storm sewer serving Oslund-Timberline is shown on Figure No.
6. The performance of the existing storm sewer since its construction was reviewed along
with evaluating its present capacity compared to present standards. In accordance with
design standards, it is recommended the existing storm sewer in Red Cedar Road be
extended from Loon Lane to Cherrywood Court. It's also recommended a short storm
sewer section be constructed in McCarthy Road at TH 13. A special inlet structure is
proposed at McCarthy Road and Red Cedar Road to provide additional inlet capacity in
the event of a blockage. In addition, a low point is proposed to be constructed in McCarthy
Road near Lot 8, Block 4 to reduce the storm water overflow between Lots 18 and 19,
Block 3.
Although the capacity of the existing storm sewer system is close to the required 5 -year
design standard, the 100 -year overflow rate between Lots 18 and 19, Block 3 near McCarthy
Road and Red Cedar Road is substantial (estimated at 70 cubic feet per sec (cfs) for a 100
year event). The storm water overflow in this area has caused an on going erosion
problems for many years. Therefore, as part of this project two alternatives were
investigated to improve the storm water overflow in this area which are shown on Figure
No. 7.
One alternative provides for constructing a storm sewer pipe to convey the 100 -year
overflow event, while the second alternative provides for overland improvements. Included
as part of each alternative is upgrading the access and overland drainage within the existing
sanitary sewer and storm sewer easement to T.H. No. 13. The estimated cost for each
alternative is presented herein; however, it's not recommended at this time to construct
either alternative.
As part of the street reconstruction two improvements are proposed which will reduce the
stormwater overflow between Lots 18 and 19, Block 3. It's felt that by providing greater
inlet capacity into the existing storm sewer system at McCarthy Road and Red Cedar Road.
the existing storm sewer system will be less inclined to plug, thereby reducing the
stormwater overflow in this area. In addition, it's felt that by constructing a low point near
49532•mt 10
PROPOSE
STORM
EXISTING/PROPOSED STORM EXTENSIONS
PROPOSED
4 0 FLOW
STORM
EET PRO - OSE D STREET
LOW POI
PROPOSED 6"
IN TILE
LONE OAK ROAD (C.S.A.H. 26)
2
3
r
i4 r O
22 :a
13 ♦ _
U 051-00
PROPOSED
SPECIAL
IKItET STRUCTURE
FOUR OAKS RD
-1 1 r),V\-7-\;-\
PROPOSED 21"
STORM SEWER
250 500
Seale In feet
STORM SEWER IMPROVEMENTS Bones troo
Rosene
Ion Anderlik
EAGAN, MINNESOTA FIGURE 6 VI Associates
OSLUND—TIMBERLINE ADD., CITY PROJ. No. 643
49532R01.DWG OCTOBER 1993 COMM. 49532
•L: •A 4l:ilk I h.k
1
STORM SEWER PIPE ALTERNATE
Ex. 42"
STOR
GRAD
OVE LAND
SW E TO
T.H 13
�` PROPO
STOR
OVER
Ex. 30" RADE ACCESS ROAD
STORM TO Co. Rd. 26
PROPO
STORM
OVERFLOW
051-00
No Scop
OVERLAND ALTERNATE
Ex. 42" Ex. 30"
STORM STORM
GRAbE & 'DW
OVERLAN
SWALE F
MCARTH C'
0 T.H.
DITCH
I CHD & cops
w/RIPJAP AS)
REQ RED 051-00
RESHAPE LOT 19
DRIVEWAY
STORM SEWER IMPROVEMENTS
EAGAN, MINNESOTA FIGURE 7
OSLUND—TIMBERLINE ADD., CITY PROJ. No. 643
49532R01.DWG
OCTOBER 1993 COMM. 49532
No Scale
kJBonestroo
Rosene
NOMRosene
Q
Associates
Lot 8, Block 4 and redirecting the stormwater overflow at this location to the north, the
stormwater overflow to McCarthy Road and Red Cedar Road will be less. In the event the
stormwater overflow improvements proposed as part of the street reconstruction are not
adequate, the overflow improvements proposed herein and shown on Figure No. 7 can
easily be considered in the future.
Sanitary Sewer and Water Main Repair. Sanitary sewer repairs include removing and
reconstructing the existing 24" diameter sanitary sewer castings with 27" diameter castings.
Water main repairs include locating and repairing fifteen (15) existing curb boxes (shut off)
which are in need of repair as identified by public works. In addition, public works has
experienced an unusual number of water main breaks near the intersection of McCarthy
Road and Red Cedar Road. Therefore, it is proposed to reconstruct approximately 600
lineal feet of water main at this location.
EASEMENTS/PERMITS: A small permanent street easement is required from Lot 1, Block
1, Odell Addition to realign McCarthy Road as shown on Figure No. 3. In addition,
although it's not proposed to construct the stormwater overflow improvements shown on
Figure No. 7 at this time, if they are considered in the future, easements will be required
from Lots 18 and 19, Block 3, Oslund-Timberline Addition and Lot 7, McCarthy Ridge.
COST ESTIMATE: A preliminary cost estimate is presented in Appendix A located at the
back of this report and is summarized below:
A. Bituminous Street Reconstruction $370,460
B. New Concrete Curb 169,930
C. Repair Existing Concrete Curb 25,660
D. Storm Sewer 58,200
E. Storm Water Overflow/Maintenance Drive
Storm Sewer Pipe Alternate $77,530
Overland - Alternate $41,220
F. Sanitary Sewer and Water Main Repairs 58.970
TOTAL $683,220
49532.rpt 13
The total estimated project cost is $683,220, which includes contingencies and indirect costs.
Contingency costs are estimated at 5%, while indirect costs, which include legal,
engineering, administration, and bond interest, are estimated at 30%. The two (2)
alternatives for the Overflow/Maintenance Drive Improvements are shown, but not included
in the total estimated project cost.
AREA TO BE INCLUDED: The area to be included for assessment purposes and
construction only are presented on Figure No. 3 and listed below:
Assessment Area
Osiund-Timberline Addition
Block 1, Lots 1-15
Block 2, Lots 1-10, 19, 20
Block 3, Lots 1-6, 8-19, Parcels 071-03, 072-03
Block 4, Lots 1, 2, 5-19, 21-36, Parcels 031-04, 041-04, 202-04
Block 5, Lots 1-15
Dierenfield Addition
Block 1, Lots 1, 2
McCarthy Ridge
Lot 3, 6
Parcels 020-00, 022-00, 051-00 (Lot 5, 6)
070-00, 071-00, 072-00
Odell Addition
Block 1, Lot 1, 2
49532.rpt 14
Construction Area
Oslund-Timberline Addition
Block 2, Lots 11-18
Block 4, Lots 37-42
ASSESSMENTS: Assessments are proposed to be levied against the benefitted property in
accordance with the City of Eagan's Assessment Policy for Street Reconstruction which is
summarized below. A preliminary assessment roll is included in Appendix B located at the back
of this report. All costs will be revised based on final project costs.
Property Type
Residential/Duplex All Other
Assessed City Assessed
Bituminous Street Reconstruction 75% 25% 100% 0%
New Concrete Curb 100% 0% 100% 0%
Repair Existing Concrete Curb 0% 100% 0% 100%
Storm Sewer 0% 100% 0% 100%
Sanitary Sewer/Water Repair 0% 100%n 0% 100%
Stormwater Overflow 100% 0% 100% 0%n
A summary of the cost/lot is listed below:
Bituminous Street Reconstruct
New Concrete Curb
Estimated Cost/Lot
$2,503
1.953
$4,456
All properties are proposed to be assessed, based on the improvement abutting their
property, for bituminous street reconstruction and new concrete curb.
It should be noted in Block 3 Oslund-Timberline Addition, Lot 6/Parcel 071-03, and Lot
8/Parcel 072-03, are assessed one lot equivalent each for assessment purposes. Lot 6/Parcel
071-03 and Lot 8/Parcel 072-03 are each owned by one owner, and it's felt they will not
subdivide in the future. Parcel 051-00 in McCarthy Ridge is assessed two lot equivalents
because it includes both Lots 4 and 5 and could subdivide in the future.
The property owner will have the option at the time of the assessment hearing to pay the
assessment in full following the assessment hearing or include the assessment as part of
their property tax statement. If the assessment is included on the property tax statement,
the assessment will be spread over a period of time and at an interest rate determined by
49532.rpt 15
the City Council. If the assessment is spread over a 15 year period at a 7% interest rate,
the following payment schedule will result based on the following assessed amounts:
Assessment = $4,502
Principal Interest Cost Per Cost Per
Per Year Per Year Year Month
1st Year $300 $315 $615 $51
15th Year 300 21 321 26
Assessment = $2,549
1st Year $170 $178 $348 $29
15th Year 170 12 182 15
REVENUE: A summary of revenue sources is listed below:
Project
Cost Revenue Balance
A) Bituminous Street Reconstruction $370,460 277,841 $-92,619
B) New Concrete Curb 169,930 169,930 0
C) Repair Existing Concrete Curb 25,660 0 -25,660
D) Storm Sewer 58,200 0 -58,200
E) Stormwater Overflow/Maintenance Drive N/I
F) Sanitary Sewer and Water Main Repairs 58.970 0 -58.970
$683,220 $447,771 $-235,449
The anticipated project deficit is approximately $235,000, which will be the responsibility of
the major street fund and respective utility funds. The Stormwater Overflow/Maintenance
Drive Improvements are identified, but not included.
49532.rpt 16
PROJECT SCHEDULE
Present Feasibility Report
Public Hearing
Approve Plans & Specifications
Award Contract
Substantial Completion
Assessment Hearing
First Payment Due w/Property Tax Statement
49532.rpt
17
January 4, 1994
February 1, 1994
April 1994
May 1994
September 1994
October 1994
May 1995
APPENDIX A
Preliminary Cost Estimate
Oslund-Timberline Addition
City Project 643
File 49532
. A) BITUMINOUS STREET RECONSTRUCTION
120 EA Temporarily relocate mailbox @ $25.00/ea $ 3,000
LUMP SUM Traffic control @ $7,000.00/ls 7,000
25,900 SY Remove bituminous pavement @ $1.50/sy 38,850
3,200 CY Common excavation @ $7.00/cy 22,400
1,200 CY Subgrade excavation @ $5.00/cy 6,000
1,200 CY Select granular borrow @ $5.00/cy 6,000
5,000 TN Aggregate base Class 5 100% crushed @ $7.50/tn 37,500
2,900 TN Base course mixture @ $21.00/tn 60,900
1,450 TN Wearing coarse mixture @ $23.00/tn 33,350
1,200 GL Bituminous material for tack coat @ $1/50/gl 1,800
110 SY Concrete valley gutter @ $30.00/sy 3,300
LUMP SUM Dust control @ $5,000.00/Is 5,000
12 EA Adjust GV @ $150.00/ea 1,800
9 EA Adjust storm existing storm MH/CB @ $400.00/ea 3,600
17 EA Remove/reconstruct existing MH/CB structure @ $1,400.00 23,800
250 LF Remove/reconstruct existing storm sewer pipe @ $24.00/If 6,000
500 SF Retaining wall @ $15.00/sy 7,500
180 LF Guardrail @ $20.00./If 3.600
Total $271,400
+ 5% Contingencies 13.570
$284,970
+ 30% Indirect Costs 85,490
Total Bituminous Street Reconstruction $370,460
B) NEW CONCRETE CURB
11,300 LF B618 Concrete curb & gutter @ $5.00/If $ 56,500
86 EA Driveway repair @ $600.00/ea 51,600
800 CY Topsoil borrow @ $8.50/cy 6,800
6,400 SY Sod @ $1.50/sy 9,600
Total $124,500
+ 5% Contingencies 6.220
$130,720
+ 30% Indirect Costs 39,210
Total New Concrete Curb $169,930
49532•mt 18
C) REPAIR EXISTING CONCRETE CURB
600 LF Remove existing concrete curb & gutter @ $5.00/lf $ 3,000
600 LF Concrete curb & gutter @ $10.00/1f 6,000
13 EA Driveway repair @ $600.00/ea 7,800
100 CY Topsoil borrow @ $8.00/cy 800
600 SY Sodding @ $2.00/sy 1.200
Total $18,800
+ 5% Contingencies 940
$19,740
+ 30% Indirect Costs 5.920
Total Repair Existing Concrete Curb $25,660
D) STORM SEWER
380 LF 21" RCP Storm sewer @ $32.00/lf $12,160
50 LF 18" RCP Storm sewer @ $28.00/1f 1,400
120 LF 15" RCP Storm Sewer @ $24.00/1f 2,880
800 LF PVC draintile @ $12.00/If 9,600
7 EA Std MH/CB w/cstg @ $1,200.00/1f 8,400
LUMP SUM Special inlet structure @ $7,500.00/ls 7,500
1 EA 18" flared end section @ $700.00/ea 700
Total
+ 5% Contingencies
+ 30% Indirect Costs
Total Storm Sewer
49532.rpt 19
$42,640
2.130
$44,770
13.430
$58,200
E) STORM WATER OVERFLOW/MAINTENANCE DRIVE
1) Storm Sewer Pipe - Alternate
270 LF 36" RCP storm sewer @ $50.00/If $13,500
350 LF 30" RCP storm sewer @ $40.00/1f 14,000
3 EA Std. MH @ $1,500.00/ea 4,500
1 EA 30" flared end section @ $1,200.0/ea 1,200
LUMP SUM Grading (overland swale, maintenance drive) @ $5,000.00/1s $5,000
110 SY Bituminous drive repair @ $10.00/sy 1,100
600 SY Stabilization fabric @ $1.50/sy 900
500 TN Class 5 for Maintenance Drive @ $8.00/tn 4,000
1,000 SY Erosion fabric @ $4.00/sy 4,000
200 CY Topsoil borrow @ $8.00/cy 1,600
1.0 AC Seed w/mulch, fertilizer @ $1,000.00/ac 1,000
3,000 SY Sod @ $2.00/sy 6,000
Total $56,800
+ 5% Contingencies 2,840
$59,640
+ 30% Indirect Costs 17,890
Total Storm Sewer Pipe - Alternate $77,530
2) Overland - Alternate
LUMP SUM Grading (overland swale, maintenance drive) @ $10,000.00/ls $10,000
110 SY Bituminous drive repair @ $10.00/sy 1,100
600 SY Stabilization fabric @ $1.50/sy 900
500 TN Class 5 for maintenance Drive @ $8.00/tn 4,000
1,000 SY Erosion fabric @ $4.00/sy 4,000
400 CY Topsoil borrow @ $8.00/cy 3,200
1.0 AC Seed w/mulch/fertilizer @ $1,000.00/ac 1,000
3000 SY Sod @ $2.00/sy 6,000
Total $30,200
+ 5% Contingencies 1,510
$31,710
+ 30% Indirect Costs 9,510
Total Overland - Alternate $41,220
49532.rpt 20
F) SANITARY SEWER AND WATER MAIN REPAIRS
7 EA Reconstruct sanitary MH @ $700.00/ea $ 4,900
25 EA Adjust sanitary MH w/new cstg @ $350.00/ea 8,750
15 EA Locate and repair curb boxes @ $500.00/ea 7,500
600 LF 6" DIP water main @ $24.00/If 14,400
6 EA 6" GV box @ $500.00/ea 3,000
1 EA Hydrant @ $1,200.00/ea 1,200
800 LB Fittings @ $1.00/Ib 800
5 EA Corporation stop @ $30.00/ea 150
5 EA Connect to exist. copper water service @ $200.00/ea 1,000
3 EA Connect to exist. water main @ $500.00/ea 1.500
49532.rpt
Total $43,200
+ 5% Contingencies 2,160
$45,360
+ 30% Indirect Costs 13,610
Total Sanitary Sewer and Water Main Repairs $58,970
21
APPENDIX B
Preliminary Assessment Roll
Oslund-Timberline Addition
City Project 643
File 49532
A) DSLUND-TIMBERLINE
Cost per LotlEquivalent
Parcel Description
No. Lot
Equivalents
Bituminous Street
Reconstruction
Concrete
Curb
Total Cost per
Lot Equivalent
Total
Assessment
OSLUND-TIMBERLINE ADDITION
Block 1, Lots 1-15
15
2,549 (1)
1,953 (2)
4,502
67,530
Block 2, Lots 1-10
10
2,549
1,953
4,502
45,020
Block 2, Lots 19-20
2
2,549
2,549
5,098
Block 3, Lots 1.5 -
5
2,549
2,549
12,745
Block 3, Lot 6 & Parcel 071.03
1
2,549
2,549
2,549
Block 3, Lot 8 & Parcel 072.03
1
2,549
2,549
2,549 _
Block 3, Lots 9.11
3
2,549
2,549
7,647
Block 3, Lots 12-19
8
2,549
1,953
4,502
36,016
Block 4, Lots 1,2
2
2,549
2,549
5,098
Block 4, Parcel 031.04, 041-04
2
2,549
2,549
5,098
Block 4, Lots 5-10
6
2,549
2,549
15,294
Block 4, Lots 11-19
9
2,549
1,953
4,502
40,519
Block 4, Parcel 202-04
1
2,549
1,953
4,502
4,502
Block 4, Lots 21-36
16
2,549
1,953
4,502
72,032
Block 5, Lots 1-15
15
2,549
1,953
4,502
67,530
DIERENFIELD ADDITION
-
Block 1, Lots 1, 2
2
2,549
1,953
4,502
9,004
MCCARTHY ADDITION
Parcel 020-00, 022-00
2
2,549
1,953
4,502
9,004
Lot 3
1
2,549
1,953
4,502
4,502
Parcel 051-00 (Lots 4, 5)
2
2,549
1,953
4,502
9,004
Lot 6
1
2,549
1,953
4,502
4,502
Parcel 070-00, 071-00, 072-00
3
2,549
1,953
4,502 _
13,506
ODELL ADDITION
Block 1, lots 1. 2
2
2,549
1,953
4,502
9,004
TOTAL
109
277,841
169.911
_
447.752
(1) Rate equals 75% of Bituminous Street Reconstruct (8370,460) divided by number of lot equivalents (109).
(2) Rate equals 100% of New Concrete Curb ($169,930) divided by number of lot equivalents (87).
49532/rpt
22