City Council Agenda Packet 07-24-2006
AGEN A
REGULAR MEETING - MON ICELLO CITY COUNCIL
Monday July 24, 006 - 7 p.m.
CLOSED MEETING AT 6:30 P.M. TO DISC SS PENDING CONDEMNATION
LITIGATION ON A VR SITE WITH CITY A TORNEY
Mayor: Clint Herbst
Council Members: Wayne Mayer, Tom Perrault, len Posusta and Brian Stumpf
I. Call to Order and Pledge of Allegiance.
2A. Approve minutes of July 10, 2006 regular Co cil meeting.
2B. Approve minutes of July 17,2006 special Co cil meeting.
3. Consideration of adding items to the agenda.
4. Citizen comments, petitions, requests and co
5. Consent Agenda:
A. Consideration of appointment of elect on judges for the 2006 primary election.
B. REMOVED.
C. Consideration of approval of easemen agreement for MMC Land Company.
D. Consideration of approval of contribu . on from Dick SlaislSenior Center for
Riverfest Expenses.
E. Consideration of proposal to repaint t e top of first stage digester cover and to paint
bottom of second stage digester cover t wastewater treatment plan.
F. Consideration of approval offeasibilit study for drainage ditch improvement project
between Kampa Circle and Monticell Country Club Golf Course.
G. Consideration of approval of the final ading plan and specifications and authorize
the advertisement of bids for grading portion of the Otter Creek Industrial Park.
H. Consideration of approving Change 0 der #4 for CSAH 18/1-94 Interchange, City
Project No. 2004-0IC.
1. Consideration of review of bids for Ri erside Cemetery Fencing, City Project No.
2006-17C.
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Agenda
Monticello City Council
July 24, 2006
Page 2
J. Consideration of accepting the feasibi ity report, set public hearing date and
authorize the preparation of plans and pecifications for the extension of Dalton
Avenue (Formerly School Boulevard) and the westerly road (Dalton Court) adjacent
to the proposed A VR site.
6. Consideration of items removed from the con. ent agenda for discussion
7. Public Hearing on certification of delinquent tility accounts for 1 st quarter 2006 to the
County Auditor.
8. Consideration of settlement agreement/land e change - A VR Site.
9. Consideration of interim approval for signage for Best Western Motel.
10. Consideration of providing input on budget p ocess prior to development of preliminary
budget.
11. Consideration of authorizing Madden and As ociates to revise City personnel policy and
personnel ordinance.
12. Update on TH 25 and River Street signal syst m removal and TH 25 corridor traffic
analysis.
13. Consideration of providing staff direction in r gards to future mini-storage request for
Kjellberg Mobile Home Park.
14. Consideration of cost estimate and schematic rawing for placing swans on the water tower.
15. Consideration of terms of sale of remnant par el ofland resulting from re-alignment of Otter
Creek Road ~ Tom Holthaus.
16. Review of annual sidewalk inspection report d consideration of acceptance.
17. Consideration of replacing John Deere skid st er loader.
18. Review of proposal for Cedar Street Lighting Project and consideration of award of
contract.
19.
Consideration to install lights on the new CS
2004-01C.
20. Consideration of approving payment of bills
21. Adjourn.
18 interchange bridge, City Project No.
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MINUT S
REGULAR MEETING - MONT CELLO CITY COUNCIL
Monday July 10, 006 -7 p.m.
Members Present:
Clint Herbst, Wayne Mayer, T m Perrault, Glen Posusta and Brian Stumpf
Members Absent:
None
1. Call to Order and Plede:e of Allee:iance.
Mayor Herbst called the meeting to order at 7 .m. and declared a quorum present. The
Pledge of Allegiance was said.
2.
BRIAN STUMPF MOVED TO APPROVE T E MINUTES OF THE JUNE 26, 2006
REGULAR COUNCIL MEETING. WAYNE MAYER SECONDED THE MOTION.
MOTION CARRIED UNANIMOUSLY.
3. Consideration of addin items to the a end .
The following items were added to the agenda. 1) Request from Home Depot for a one-time
exemption from the 7 a.m. construction start ti e allowed by ordinance; 2) Lights on School
Boulevard; 3) Discussion of placing a swan in tead of the Monticello logo on the water
tower; 4) landscaping on ASTS site; 5) Weeds on the Krutzig property; 6) Process for
selecting candidates for City Administrator po ition; and 7) Bids results for the 2006
sealcoating work.
BRIAN STUMPF MOVED TO PLACE THE QUEST FROM HOME DEPOT FOR A
ONE-TIME EXEMPTION TO THE 7 A.M. C NSTRUCTION START TIME ON THE
CONSENT AGENDA AS ITEM #5D AND T MOVED ITEM #8 A WARD OF BID FOR
THE CEDAR STREETIDUNDAS ROAD 1M ROVEMENT PROJECT NO. 2006-02C TO
THE CONSENT AGENDA AS ITEM #5E. G EN POSUSTA SECONDED THE
MOTION. MOTION CARRIED UNANIMO SLY.
laints.
4.
No one spoke under citizen comments.
s. Consent Ae:enda:
A. Consideration of approving hires and dpartures for MCC. Recommendation:
Approve the hires and departures as ide tified.
B. Consideration of a resolution accepting ontribution from the Monticello Lions Club
for Pioneer Park improvements and Fire Department equipment. Recommendation:
Adopt the resolution accepting the cont 'bution from the Monticello Lions Club.
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C. Consideration of a resolution acceptin a contribution from the Land of Lakes
Choirboys for Fire Department Equip ent, Riverfest Committee and the Monticello
Community Center. Recommendatio : Adopt the resolution accepting the
contribution from the Land of Lakes hoirboys.
D. Consideration of a request by Home epot contractor for a one-time early start
(6a.m.) Recommendation: Authori e the early start time of 6 a.m. for Saturday
July 15, 2006.
E. Consideration of award of bid for the econstruction of Cedar Street from Chelsea
Road to Dundas Road and the constru tion of Dundas Road from Cedar Street to
Edmonson Avenue, City Project No.2 06-02C. Recommendation: Award the
contract for the Reconstruction of Ced Street from Chelsea Road to Dundas Road
and Dundas Road from Cedar Street t Edmonson Avenue to Latour Construction of
Maple Lake, Minnesota in the amountof$846,855.82.
Tom Perrault noted that on item #5B the brea down ofthe donation was $5,000 for Pioneer
Park and $4,500 for the Fire Department.
TOM PERRAULT MOVED TO APPROVE HE CONSENT AGENDA ITEMS #5A
THROUGH #5E. GLEN POSUSTA SECO ED THE MOTION. MOTION CARRIED
UNANIMOUSLY.
6. Consideration of items removed from the c nsent a eoda for discussion
None.
7. Public Hearin on vacation of a
Jefferson Commons.
City Administrator, Rick Wolfsteller provided the background information explaining that
since the Muller Theater site was being expan ed by the addition of land from Outlot C the
existing drainage and utility easement along th old boundary line was no longer needed as
drainage and utility easement was provided al ng the expanded boundary line.
Mayor Herbst opened the public hearing. Thee was no one present who spoke for or
against the proposed easement vacation. May r Herbst then closed the public hearing.
BRIAN STUMPF MOVED TO ADOPT THE SOLUTION VACATING A PORTION
OF THE DRAINAGE AND UTILITL YEAS MENT ALONG THE WESTERLY LINE
OF LOT 1, BLOCK 2, JEFFERSON COMM S. TOM PERRAULT SECONDED THE
MOTION. MOTION CARRIED UNANIMO SLY.
8. Consideration of award of bid for the Recon truction of Cedar Street from Chelsea
Road to Dundas Road and the construction f Dundas Road from Cedar Street to
Edmonson Avenue Cit Pro.ect No. 2006-0 C.
Approved with the consent agenda.
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9. Consideration of authorizin urchase of shared vehicle for the BuUdin and
Eneineer Departments.
City Engineer, Bruce Westby presented a list fvehicles the City could purchase under the
state contract and 2001 model used vehicles b sed on NADA guidelines as a means of
comparison to determine whether the City sh uld purchase a new or used vehicle. He noted
a new vehicle would generally have a three y ar warranty and used vehicle most likely
would not. In his comparison his used vehicl s had mileage of75,000. After reviewing the
information, the Council questioned what was the difference in cost between purchasing
directly from the dealer and going off the stat contract. John Simola indicated it was
equivalent to 1-2 years of depreciation. Staff as looking for direction on whether the City
wanted to go with a new vehicle or a used veh'cle and what type of vehicle they felt was
appropriate. After those determinations were ade staff could come up with more specific
information to allow for a more valid compari on. Staffs preference would be for a
four-wheel drive vehicle.
Brian Stumpf felt a used vehicle would be the ost feasible and recommended authorizing
staff to locate a used four-wheel drive vehicle ot to exceed a certain dollar amount. Wayne
Mayer felt staff should look at specific used v hicles rather than certain models that way you
could more accurately determine the price dif rence between the used vehicle and what was
available on the state contract.
BRIAN STUMPF MOVED TO HAVE STAF EXPLORE OVER THE NEXT TWO
WEEKS WHAT WAS AVAILABLE FOR U ED FOUR WHEEL DRIVE VEHICLES AT
A PRICE NOT TO EXCEED $10,000 PLUS AX. WAYNE MAYER SECONDED THE
MOTION. MOTION CARRIED UNANIMO ' SLY.
In further discussion Glen Posusta questioned hy the Council approved a new vehicle for
the Parks Department but was looking at a use vehicle for the Building/Engineering
Departments. Wayne Mayer stated that if the sed vehicles that were found were close to
the state contract in price range staff should bri g the matter back to the Council.
10. Consideration of a roval of settlement/Ian
associated site plan.
The site plan was not ready for this meeting an will be considered by the Council at a
future meeting.
11. De artment Activities Re ort MCC - Kitt altos
MCC Director, Kitty Baltos provided a report n the activities of the Community Center
which covered improvement/changes to the fac lity; membership growth, and the results of a
survey done among the membership as to what they liked about the facility and changes
they suggested. She also discussed the room r tals for 2006 and how they compared to the
same date last year. Through June of2006, 95 670 visitors had come to the community
center. Kitty Baltos then answered questions m the Council concerning activities and
programs.
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Added Items:
Lights on School Boulevard: Glen Posusta asked th t the City look at placing additional lights
on School Boulevard. He felt this area with the heav traffic volume, the presence of the schools
and pedestrian traffic was inadequately lighted at the resent time. The Council suggested that the
Public Works Department come back with a street Ii hting program that would outline when
areas would get additional lights and cost estimates t fund such a program. John Simola pointed
out that putting additional lights on School Boulevar would require construction of a new lighting
system as they could not provide service by feeding ff the developed area. Wayne Mayer asked
whether the lights would be placed on the north or so th side of School Boulevard. He felt
additional lighting was needed especially in the cross, alk areas.
ASTS Building Site: The concern was that the buildi g has been up for over a year and there is no
landscaping in and the area is covered with weeds. Building Official Gary Anderson indicated
the property owner had been notified about getting e weeds cut and is also working on getting
permananet signage in place. Clint Herbst felt the n ed to get the landscaping in should be
emphasized.
Logo for Water Tower: Sometime earlier the Counci had discussed whether a picture of a swan
should be placed on the new water tower instead oft e Monticello logo. The Council asked John
Simola to get a schematic drawing and a price for m ing that change.
2006 Sealcoating Work: John Simola indicated that he area covered by the proposed sealcoating
work was ih Street from Cedar Street to Washington Street, School Boulevard from Fallon
Avenue to Edmonson Avenue and the Rolling Woods and Wildwood Ridge developments. Three
bids were received with the low bid being from Allie Blacktop in the amount of$43,957.62 which
was below the amount estimated.
BRIAN STUMPF MOVED TO AWARD THE CON RACT FOR THE 2006 SEALCOATING
WORK TO ALLIED BLACKTOP OF MAPLE GRO E, MINNESOTA IN THE AMOUNT OF
$43,957.62. TOM PERRAULT SECONDED THE OTION. MOTION CARRIED
UNANIMOUSLY.
Krutzig Property: Council expressed their concern a out the weeds on his property on the east side
ofTH 25. It was also questioned when construction ould begin on the site that he had purchased
from the City. Rick Wolfsteller will check the agree ent for the date construction is to commence.
Glen Posusta questioned the bill from Tatanka ardens. Ollie Koropchak indicated it was
the plantings in the median along Broadway.
City Administrator Applications: The Council reque ted that a copy of all the applications be given
to each councilmember and they set a meeting date 0 Monday, July16 at 5:30 p.m. to narrow down
the list of candidates.
12. Consideration of a
BRIAN STUMPF MOVED TO APPROVE P YMENT OF THE BILLS. TOM
PERRAULT SECONDED THE MOTION. M TION CARRIED UNANIMOUSLY.
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Closed Meetine:
At this time the Council went into closed session relat ng to the performance review of the City
Administrator .
13. Adjourn.
The closed session ended at 8:30 p.m. at whic time the meeting was adjourned.
Recording Secretary
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MINUT S
SPECIAL MEETING - MONTI ELLO CITY COUNCIL
Monday July 17,20 6 - 5:30 p.m.
Members Present:
Clint Herbst, Wayne Ma r, Tom Perrault, Glen Posusta and Brian
Stumpf.
Members Absent:
None
The meeting was called to order at 5:30 p.m. for the purposing of narrowing down the list
of candidates applying for the City Administrat r position.
After review of the applications, the Council dir cted the City Administrator to arrange
interviews with the top three candidates. The in erviews would be scheduled for
Tuesday, July 25, 2006 from 5 p.m. to 7 p.m.
The meeting adjourned at 6:30 p.m.
Rick Wolfsteller, Recording Secretary
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Council Agenda - 7/24/06
SA. Consideration of a
2006. (R W)
A. REFERENCE AND BACKGROUND:
The primary election for state offices is sched led for September 12, 2006 with a general
election scheduled for November 7,2006. As part of the election process, the City Council
must appoint judges to serve at the election. ttached is a list of judges that we will be
selecting from for the primary election. Thei appointment is contingent upon completing the
necessary training.
B. ALTERNATIVE ACTIONS:
1. Appoint the election judges as listed i the attached document to serve for the 2006
election contingent upon completion 0 training..
C. STAFF RECOMMENDATION:
The attached list is a pool of individuals that t e City can draw from for the primary election.
It is the recommendation of the City Adminis ator that the Council approve this list of
individuals to serve as election judges.
D. SUPPORTING DATA:
Election judge list.
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2006 ELECTIO ~ JUDGES
NAME ADDRESS
Anderson, Fred 122 Marvin Ell ood Road, Monticello, MN 55362
Ashfeld, Gregory 1515 Oak Rid e Circle, Monticello, MN 55362
Bondhus, Joan 3 Riverside Ci cle, Monticello, MN 55362
Brandon, Joan 164 Jerry LiefE rt Drive, Monticello, MN 55362
Brauch, Donna 701 W River S .PO 122, Monticello, MN 55362
Broekemeier, Ron 1440 Oak Rid~ e Cir, P01326, Monticello, MN 55362
Bromberg, Janet 172 Jerrv LiefE rt Drive, Monticello, MN 55362
Clausen, Lucille 320 W BroadVl ay, PO 145, Monticello, MN 55362
Custer, Edith 1410 Hilltoo D , Monticello, MN 55362
Dahl, Rosemary 1229 Sandy Lr , Monticello, MN 55362
Daniels, Mary 701 E 4th St, ~ onticello, MN 55362
DeMarais, Kristi 724 West Rive Street, Monticello, MN 55362
Doucette, Richard 1314 Prairie C eek Lane, Monticello, MN 55362
Fisher, Jamie 4663 Country ( ircle, Monticello MN 55362
Gauthier, Kaye 126 Hillcrest R j, Monticello, MN 55362
Gillham, Lynnea 915 W. BroadlJ ay, Monticello, MN 55362
Holley, Judy 660 Riverview )rive, Monticello MN 55362
Irvine, Jan 325 E 4th St, ~ onticello, MN 55362
Kraemer, Lori 648 Broadway Nest, Monticello, MN 55362
Mayer, Florence 110 Craia LanE , Monticello, MN 55362
Mcintire, Arlene 1120 West RiY er St, PO 516, Monticello MN 55362
Moody, Judy 118 Kampa CiI cle, Monticello, MN 55362
Nesland, Merrijo 330 Third Strel t East, Monticello, MN 55362
Quick, Richard 113 4th Street ::iE, Monticello, MN 55362
Smith, Jeanette 604 Vine Lane Monticello, MN 55362
Smith, Randy 109 Craie Lanl , Monticello, MN 55362
Solberg, Darlene 11693 Spruce )rive, Monticello, MN 55362
Soltau, Rita 624 E River St, PO 53 Monticello, MN 553362
Sonju-Thielman, Patricia Ann 1344 Prairie CI eek Lane, Monticello, MN 55362
Stokes, Opal 215 Locust St, PO 626, Monticello, MN 55362
Suchy, Sandy 890 Briar Cour , Monticello, MN 55362
Wefel, Diane 4561 Cobblest ne Ct., Monticello, MN 55362
Wolff, Lorraine 1201 Golf Cou se Road, Monticello, MN 55362
--... --- -----...-- . -..---..
- ----" ,....
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Council Agenda: 7/24/06
5C. Consideration of a royal of easement a eement for MMC Land Com an . (10)
A. REFERENCE AND BACKGROUND:
City Council is asked to consider approving he final agreement between the City and MMC
(O'Ryan's/Riverview Plat) relating to purch se of easements and right of way necessary to
widen CSAH 39 and make other improveme ts to the interchange improvement.
The terms of the agreement and associated c st of land and easements is consistent for the most
part with original budget expectations. How ver, a relatively small amount of land was added
and it is suggested that the City and MMC sp it the cost to remove the land divider adjacent to
the O'Ryan's access at CSAH75. Removal 0 this median will occur upon completion ofthe
project and will allow full turning movement on and offCSAH 75. The developer has agreed
to this arrangement.
B. ALTERNATIVE ACTIONS:
1. Motion to adopt agreement ...
2. Motion to deny adoption of agreemen ...
C. STAFF RECOMMENDATION:
The City Administrator recommends Alternat ve #1.
D. SUPPORTING DATA:
Copy of agreement.
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AGREE ENT
AGREEMENT made this 14th day of June, 006, by and between MMC LAND
COMPANY, LLC, a Minnesota limited liability co pany ("Owner") and the CITY OF
MONTICELLO, a Minnesota municipal corporatio ("City") relating to the CSAH 18/1-94
Interchange Project No. 2004-1C.
1. Permanent and Tern orar Easement. Contemporaneously with this Agreement,
Owner will execute and deliver to the City the foHo
a. Temporary construction ease ent on Lot 3, Block 1, River View Square, a
copy of which is attached hereto as E hibit "A"; and
b. Permanent right-of-way ease ent, permanent drainage and utility
easement, and temporary construction easement on Lot 1, Block 1, River View
Square, a copy of which is attached h reto as Exhibit "B,"
2, Consideration. Upon execution and d livery of this Agreement and the
Easements, the City will pay Owner $96,800.00 as c mpensation for the easements.
3.
18/1-94 Interchange Project No. 2004-1C shall be in i e following amounts:
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Parcel Amount
Lot 1, Block 1, River View Square $63,842.00
Lot 3, Block 1, River View Square $48,433.00
Lot 1, Block 2, River View Square $109,322.50
Owner hereby waives any and all procedural and s; bstantive objections to the assessments,
including, but not limited to, any rights of the Own r to hearing requirements and any claims that
the assessments do not constitute a special benefit r that the amount of the assessments exceeds
the special benefit to the Subject Property. The ab ve assessments are hereby adopted on the
date this Agreement is signed by the parties.
4. Deferral of Assessments.
a. The above assessments for th CSAH 18/I-94 Interchange Project will be
deferred without interest until Janua 1,2011 at which time the assessments will
then be payable over ten (10) years, i cluding interest commencing January 1,
2011 at the rate of four percent (4%) er annum simple interest computed on the
unpaid balance with the first installm nt collectable as part of the payable 2012
taxes.
b. If any parcel is subdivided pri r to January 1, 2011, the assessment for
that parcel will be equitably apportio ed to individual lots on a square footage
basis in accordance with Minn. Stat. 429.071. As each subdivided lot is either
sold or developed, whichever occurs irst, the apportioned assessment for the lot
will then be payable over ten (10) yea s, including interest commencing July 1 of
the year the property is sold or develo s, with the first installment collectable as
part of the following years payable t es (or the next year if the transaction occurs
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to late in year to certifY assessmen' to county). A lot is "developed" when a
building permit is issued.
c. The assessments on any par el or subdivided lot not sold or developed by
January 1, 2011 shall then be payab e over ten (10) years, including interest at the
rate of four percent (4%) simple int rest computed on the unpaid balance
commencing January 1, 2011, with, e first installment collectable as part of
payable 2011 taxes.
5. Median. City will at its expense re ove the easterly portion of the median on
CSAH 75 by October 1,2006 in order to allow full unrestricted access to Owner's gas station.
CITY OF MONTICELLO
By:
Clint Herbst, Mayor
By:
Rick Wolfsteller, City Administrator
STATE OF MINNESOTA )
) ss.
COUNTY OF WRIGHT )
The foregoing instrument was acknow edged before me this _ day of
, 2006, by Clint Herbst and y Rick Wolfsteller, respectively the Mayor
and City Administrator of the City of Monticello, a innesota municipal corporation, on behalf
of the corporation and pursuant to the authority gran d by its City Council.
Notary ublic
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STATE OF MINNESOTA )
) 55.
COUNTY OF CARVER )
The foregoing instrument was acknowledge before me this ~y of ~I U-;'A ~
2006, by Richard E. Williamson and John V. R an, Jr., the Chief Executive Manager and the
Chief Financial Manager, respectively, of MMLand Company, LLC, a MiImesota limited
liability company, on behalf of the limited liability c mpany, Grantor.
e BRYAN WM. HUBER
NOTARY P\aJC. MINNESOTA
My CGlIIlIllaIon EJpns J8l\ 31,2010
THIS INSTRUMENT WAS DRAFTED BY:
CAMPBELL KNuTsON
Professional Association
317 Eagandale Office Center
1380 Corporate Center Curve
Eagan, MN 55121
Telephone: 651-452-5000
TMS
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EXHIBI "A"
T
AGREE ENT
GRANT OF TEMP
RY EASEMENT
MMC LAND COMPANY, LLC, a Minnes ta limited liability company, "Grantor," in
consideration of One Dollar and other good and va uable consideration, the receipt and
sufficiency of which is hereby acknowledged, does hereby grant unto the CITY OF
MONTICELLO, a Minnesota municipal corporatio , the Grantee, hereinafter referred to as the
"City," its successors and assigns, a temporary cons ruction easement over, across, on, under,
and through the land situated in the County of Wrig t, State of Minnesota, as legally described
on the attached Exhibit "A."
TO HA VB AND TO HOLD the same, unto t e City, its contractors, agents, servants and
assigns, commencing upon execution of this docum nt and expiring December 31,2007,
together with the right of ingress to and egress from e temporary easement premises, for the
purpose of constructing, reconstructing, inspecting, r pairing, and maintaining the property of
the City, at the will of the City, its Successors and as igns. Grantor hereby grants the uses herein
specified without divesting itself of the right to use a d enjoy the above described temporary
easement premises, subject only to the right of the Ci y to use the same for the purposes herein
expressed. The City, its agents and assigns, will rest re the described property to a condition as
nearly equal as possible to that which existed prior to onstruction.
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The above named Grantor, for itself, its su cessors and assigns, does covenant with the
City, its successors and assigns, that it is well seiz d in fee title of the above described easement
premises; that it has the sole right to grant and con ey the easement to the City; that there are no
unrecorded interests in the easement premises; an that it will indemnify and hold the City
harmless for any breach of the foregoing covenant.
IN TESTIMONY WHEREOF, the Grantor. hereto has signed this document this _ day
of
,2006.
By:
Its:
STATE OF MINNESOTA )
) ss.
COUNfY OF )
This instrument was acknowledged before e this _ day of 2006,
by the of MMC
Land Company, LLC, a Minnesota limited liability ompany, on behalf of the company.
Notary ublic
THIS INSTRUMENT WAS DRAFTED BY:
CAMPBELL KNUTSON
Professional Association
317 Eagandale Office Center
1380 Corporate Center Curve
Eagan, MN 55121
Telephone: 651-452-5000
TMS/srn
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EXHIBI
TO
GRANT OF TEMPO Y EASEMENT
That part of the following described parcel of land .n the City of Monticello:
Lot 3, Block 1, RIVER VIEW SQUARE, a cording to said plat on file and of record in
the office of the County Recorder, Wright ounty, Minnesota.
Which lies within the following temporary easeme t for construction purposes:
That part of Lot 3, Block 1, RIVER VIEW QUARE, according to said plat on file and
of record in the office of the County Record r, Wright County, Minnesota, which lies
southeasterly and easterly of the following escribed line: Commencing at the southeast
corner of said Lot 3; thence South 88 degre s 50 minutes 32 seconds West, assumed
bearing along the south line of said Lot 3, 1 0.99 feet, to the point of beginning of said
line to be hereinafter described; thence Nor 45 degrees 39 minutes 06 seconds East,
95.25 feet, to its intersection with a line dra parallel with and distant 72.00 feet west of
the east line of said Lot 3; thence North 00 egrees 44 minutes 47 seconds West, along
said parallel line, 161.62 feet, to the northerl line of said Lot 3, and said line there
terminating. Except that part which lies wit in the existing platted drainage and utility
easements.
Said temporary construction easement to expire De ember 31,2007.
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EXHIBI "B"
TO
AGREE NT
GRANT OF PERMANENT AND EMPORARY EASEMENTS
MMC LAND COMPANY, LLC, a Minnes ta limited liability company, "Grantor," in
consideration of One Dollar and other good and val able consideration, the receipt and
sufficiency of which is hereby acknowledged, does ereby grant unto the COUNTY OF
WRIGHT, a political subdivision of the State of Mi nesota, the Grantee, hereinafter referred to
as "County," its successors and assigns, the followi g easements:
1. A pennanent easement for street, dra nage and utility purposes over, on, across,
under, and through the land situated in the County 0 Wright, State of Minnesota, as legally
described on the attached Exhibit "A."
INCLUDING the rights of the County, its co tractors, agents, servants, and assigns, to
enter upon the pennanent easement premises at all r asonable times to construct, reconstruct,
inspect, repair, and maintain said street, drainage an utility systems over, across, on, under, and
through the pennanent easement premises, together ith the right to grade, level, fill, drain, and
excavate the permanent easement premises, and the rther right to remove trees, bushes,
undergrowth, and other obstructions interfering with he location, construction, and maintenance
of said public street, drainage and utility easements.
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20 A permanent easement for drainag and utility purposes over, on, across, under,
and through the land situated in the County of Wri ht, State of Minnesota, as legally described
on the attached Exhibit "A."
INCLUDING the rights of the County, its ontractors, agents, servants, and assigns, to
enter upon the permanent easement premises at all reasonable times to construct, reconstruct,
inspect, repair, and maintain said drainage and uti! ty systems over, across, on, under, and
through the permanent easement premises, togethe with the right to grade, level, fill, drain, and
excavate the permanent easement premises, and th further right to remove trees, bushes,
undergrowth, and other obstructions interfering wi the location, construction, and maintenance
of said public drainage and utility easements.
3. A temporary construction easement ver, across, on, under, and through the land
situated in the County of Wright, State of Minneso , as legally described on the attached Exhibit
"A. "
TO HAVE AND TO HOLD the same, unto he County, its contractors, agents, servants
and assigns, commencing upon execution of this do ument and expiring December 31,2007,
together with the right of ingress to and egress from the temporary easement premises, for the
purpose of constructing, reconstructing, inspecting, epairing, and maintaining the property of
the County, at the will of the County, its successors nd assigns. Grantor hereby grants the uses
herein specified without divesting itself of the right 0 use and enjoy the above described
temporary easement premises, subject only to the ri t of the County to use the same for the
purposes herein expressed. The County, its agents a d assigns, will restore the described
property to a condition as nearly equal as possible to that which existed prior to construction.
123436v02
2
20
I
The above named Grantor, for itself, its su, cessors and assigns, does covenant with the
County, its successors and assigns, that it is well sized in fee title of the above described
easement premises; that it has the sole right to gra t and convey the easements to the County;
that there are no unrecorded interests in the easem nt premises; and that it will indemnify and
hold the County harmless for any breach of the fo I egoing covenants.
IN TESTIMONY WHEREOF, the Granto hereto has signed this document this _ day
of
,2006.
STATE OF MINNESOTA )
) ss.
COUNTY OF )
G TOR:
MM, LANDCOMPANY,LLC
I
By:
Its
The foregoing instrument was acknowledge before me this _ day of
2006, by th of MMC
Land Company, LLC, a Minnesota limited liability ompany, on behalf of said company, Grantor.
THIS INSTRUMENT WAS DRAFfED BY:
CAMPBElL KNuTSON
Professional Association
317 Eagandale Office Center
1380 Corporate Center Curve
Eagan, MN 55121
Telephone; 651-452-5000
TMS/cjh
123436v02
I
Notar Public
3
21
123436v02
EXH BIT "A"
TO
GRANT OF PERMANENT TEMPORARY EASEMENTS
That part of Lot 1, Block 1, River View Sq are, according to the recorded plat thereof,
Wright County, Minnesota, shown as Pare I No.5 on the plat designated as WRIGHT
COUNTY HIGHWAY RIGHT OF WAY LAT NO. 55, on file and of record in the
office of the Wright County Recorder, Wri t County, Minnesota.
Together with a Permanent Drainage and tility Easement lying East of said ParcelS as
shown on said plat.
Together with a Temporary Easement sho n as TE 5 as shown on said plat. The
Temporary Easement shall expire on Dece ber 31,2007.
22
4
Council Agenda: 7/24/06
5D. Consideration of a roval of contribution rom Dick Slais/Senior Center for Riverfest
Block Party Expenses. (RW)
A. REFERENCE AND BACKGROUND:
The City has received a donation from the Di k Slais/Senior Center in the amount of $1 00 to
go towards defraying expenses related to the iverfest Block Party. As required by state
statute, if the City accepts the donation of fun s, the City Council needs to adopt a
resolution specifying the amount of the donar on and its use.
B. ALTERNATIVE ACTIONS:
1. Approve the contribution and authoriz use of funds as specified by the donor.
2. Do not approve the contribution and r turn the funds to the donor.
C. STAFF RECOMMENDATION:
It is the recommendation of the City Administ atar and the Finance Department to adopt the
resolution accepting the contribution.
D. SUPPORTING DATA:
Resolution.
23
City of M nticello
RESOLUTION NO. 2006-56
RESOLUTION APPROV NG CONTRIBUTIONS
WHEREAS, the City of Monticello is generally authorized to accept
contributions of real and personal property pu suant to Minnesota Statutes Sections
465.03 and 465.04 for the benefit of its citizer s and is specifically authorized to maintain
such property for the benefit of its citizens in ccordance with the terms prescribed by the
donor. Said gifts may be limited under provis ons ofMN Statutes Section 471.895.
WHEREAS, the following persons an j or entities have offered to contribute
contributions or gifts to the City as listed:
DONORlENTITY
Dick Slais/Senior Center
DESCRIl TION
Cash do ation
VALUE
$100
WHEREAS, all said contributions are intended to aid the City in establishing
facilities, operations or programs within the ci y's jurisdiction either alone or in
cooperation with others, as allowed by law; and
WHEREAS, the City Council hereby mds that it is appropriate to accept the
contributions offered.
NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as
follows:
1.
The contributions described ab( ve are hereby accepted by the City of
Monticello.
The contributions described ab( ve will be used as designated by the
donor. This may entail reimbUl sing or allocating the money to another
entity that will utilize the funds for the following stated purpose.
2.
DONORlENTITY
Dick SIais/Senior Center
RECIPI~NT
City of Monti( ello/MCC
PURPOSE
Riverfest Block Party expenses
Adopted by two-thirds vote of the City Cou cil of Monticello this 24th day of July,
2006.
ATTEST:
Rick Wolfsteller, City Administrator
resolution approving contributions.doc: 7/17/2006
Mayor
24
SE.
the Bottom of the Second Sta
Treatment Plant. (J.S.)
A. REFERENCE AND BACKGROUND:
The second stage digester at the wastewater treatmnt plant was taken down recently for a 5 year
routine inspection. Much of the second stage igester cover paint appeared to be in poor
condition. The bottom of the cover, however, that portion exposed to the corrosive atmosphere
was in very poor condition. The cold tar epoxy eating had failed and the bottom of the cover
was rusting and exposed to the atmosphere in the tank. Additionally, there was some piping
repairs needed as well that the inspection revealed. This cover was painted in 1994.
Along with the problems found at the second stage igester cover, for several years now we were
having some problems with the outside coating on the top of the first stage digester. Paint was
pealing in many areas and the many touchups had also been failing, this cover was painted in
1995. Based upon this information, Chuck Keyes, anager of the Waste Water Treatment Plant
for Professional Services Group, solicited proposa s from 2 companies to blast and repaint the
bottom side of the second stage digester cover, d the necessary piping repairs in the second
stage digester and blast and repaint the top of the lrst stage digester cover. Estimates for the
work were in the mid-$40,000's under the state req irement of$50,000 for bidding.
Two proposals were received for the work, one fro Gridder Construction Inc, Buffalo, MN, for
a total of$61,900.00 and a second proposal from Ri e Lake Construction for $49,600.00.
PSG is seeking authorization from the City Council 0 proceed with the painting of the 2 digester
covers and the piping repairs based upon the low pv posal of $49,600.00. To delay painting the
inside of the second stage digester cover could allo more corrosion to take place, additionally it
is not the easiest thing to take the second stage dige ter off line, drain it and clean it and have it
ready for inspection and or painting. There are ade uate funds in the sewer access fund to cover
these repairs.
B. ALTERNATIVE ACTIONS:
1. The first alternative would be to authorize P G to move forward with the low proposal of
$49,600.00 from Rice Lake Construction, h ve the painting done to the digester covers
and the piping repair as stated above.
2. The second alternative would be not have t e digester covers painted at this time or to
split the work in to two separate projects.
C. STAFF RECOMMENDATION:
It is the recommendation of the Public Works D rector and Chuck Keyes, Manager of the
Wastewater Treatment Plant, that the City Council a thorize the painting and repairs done to the
digester covers as outlined in alterative 1.
26
Council Meeting - / /2006
D. SUPPORTING DATA:
Copy of proposals from Rice Lake Construction an Gridder Construction.
27
GRIDO CONSTR., INC.
399D 27th St Se (763) 746-9D70
Buffalo, MN 55313 (Fax) 559w3736
Improving Amerla IS Water Quality since 1970
Monday, July 10, 2006
City of Monticello
Chuck Keys
1401 Hart Blvd.
~onticello,~ 55362
Re: Quotation for WWTP
Monticello, Minnesota
Dear Mr. Keys:
Gridor Construction, Inc. has looked over the cost to ut out and remove unused gas pipe, weld up pipe
penetration. and remove caulking from construction join s so painter could sand blast and paint over joint If
required that jOints need new caulking, the caulk and lab r to install would be extra. Our Lump Sum bid price
is $61,900.00. This includes labor and matelials.
Painting Completed per Quotation:
Gridor Cost Estimate:
TOTAL:
Please contact us for any additional information if needed.
Sincere1y, Ih4 vo/l ~
pa- 7ktJe..1~
Project Assistant
$54,800.00
$7,100.00
$61,900.00
28
Primary Tank Top - Scope of Work:
1. Protect the tank by covering/temporary filling in the annular space at cover pe~imeter.
2. Sandblast off alJ existing paint from cover to an SPC #6 ~ Commercial Blast.
3. Properly test and dispose of the spent sandblast d.
4. Prime all sandblasted surfitces with one coat ofh'gh quality, chemical resistant epoxy such as
Tnemec series 66 at 5 mils dft.
5. Apply one intennediate coat of chemical resistan. epoxy such as Tnemec series 66 at 5 mils dft.
6. Apply one top coat m high quality, chemical resi tantlUV resistant urethane such as Tnemec
series 73 at 3 - 4 mils dft.
Total Bid Price for Primary Tank Top:
/ l tJO().~
Secondary Tank TQP - Scope of Work:
I. Sandblast off all existing paint from cover to an
2. Properly test and dispose of the spent sandblast s d.
3. Prime all sandblasted surfaces with one coat of hi h quality. chemical resistant epoxy such as
Tnemec series 66 at 5 mils dft.
4. Apply one intennediate coat of chemical resista t epoxy such as Tnemec series 66 at 5 mils dft.
5. Apply One top coat ofhigh quality, cbemical res'stantJUV resistant urethane such as Tnemec
series 73 at 3 - 4 mils dft.
Total Bid Price for Secondary Tank Top:
:.I ~
7T E1.3&tJ. --
Secondary Tank Attic Area - ScoPe of Work:
1. Spot sandblast all rusted steel surfuces on tank c iJing area and roof trusses to an SSPC #6 _
commercial blast.
2. Brush/sweep sandblast all remaining coated area with in the tank attic area.
3. Remove sand,. test and dispose of properly.
4. Spot prime all spot basted areas with one coat of hemical resistant epoxy such as Tnemec serles
66.
5. Apply one finish coat to complete attic area. inel ding root; ceiling, and structures sucb as roof
trusses with one coat of chemical resistant epoxy Dch as Tnemec series 66,
Total Bid Price for above scope of work:
tJ"
136t)(), -
Seconda Tank Uaden;ide Roof Area & Skirt - S '0
1. Rig interior tank as necessary to get to work area.
2. Sandblast aU carbon steel surfaces on underside 0 roof cover to an SSPC # 10 - near white blast.
3_ Remove all spent sandblast sand, test and dispose f properly.
4. Apply three coats of chemical resistant epoxy sue as Tnemec series 66 for a total film thickness
of 12 -15 mils dft
Total Bid Prico for above scope of work:
at>..
dd OtJt) --
)
29
PROPOSAL
June 27, 2006
Project: Painting of Primary and S condary Digester Covers
WWTP Monticello, MN
VeoHa Water
1401 Hart Blvd
Monticello, 55362
ATTN:
Office:
Cell:
Fax:
Chuck Keyes
(763) 295-2225
(612) 219-1701
(763) 295.4779
PROPOSAL TOTAL
$
49,600.00
Bid Clarifications:
- Primary Digester - White metal BI st exterior top of cover, apply one coat of Macro-poxy
646 and one coat of Pol~rethane [nish
- Secondary Digester - White metal, last exterior top of cover, apply one coat of Macro-poxy
646 and one coat of Pol}'Urethane nish
White Metal Blast bottom of cover nd apply two coats of Magna Lux 304
Commercial Blast Attic and apply 0 coats of Macro-poxy 646
Add manway and cover similar to xisting to aid in ventilation of attic
- Work to be completed ASAP - be~ re heat and shelter are required this fall.
- Digester covers to be painted in pi ce
- No Bond is included - can be ad de for 1 %
- No building permit is included.
- Tax is included.
- Proposal valid for 15 days
Rice Lake Construction Group
!lOA 4v--
Mike Andresen
Project Manager
30
SF.
Council Agenda: 7/24/06
A. REFERENCE AND BACKGROUN
Club
Over the years the existing drainage dit h between Kampa Circle and the
Monticello Country Club Golf Course as filled in with about a foot of sediment
and debris, as well as becoming choke with all sizes and species of trees and
plants. Per Council's direction on June 12th, a feasibility study was prepared to
examine the costs to construct drainage improvements in this area. The
feasibility study, which is attached, inc udes a full description ofthe project and
a preliminary cost estimate for the wor required to establish a uniform and
maintainable drainage ditch in the area etween Kampa Circle and the golf
course.
As you'll recall two residents from K pa Circle addressed the Council on June
12th and stated that stormwater runoffi not properly conveyed within the
existing drainage and utility easement t erefore they are experiencing standing
water and the depositing of debris with' their back yards during periods of
heavy rain. In an effort to address their concerns, Public Works staff recently
removed a soil dam at the 42" storm se er outlet from CR 39 to allow
stormwater runoff to be contained with'n the existing ditch during moderate
rainfall events. However, this will onl contain stormwater in periods of
moderate rainfall. Stafftherefore reco mends proceeding with this project as
quickly as possible to provide positive rainage within the easement during
heavier rainfalls, preventing temporary ooding in the resident's back yards.
B. ALTERNATIVE ACTIONS:
1. Approve the feasibility study for a rainage ditch improvement project
between Kampa Circle and Montice 10 Country Club Golf Course.
2. Deny approval of the feasibility stu y.
C. STAFF RECOMMENDATION:
It is the recommendation of the City Ad inistrator, the Public Works Director
and the City Engineer that the City Cou cil approve alternative action #1.
D. SUPPORTING DATA:
Feasibility Study (attached).
31
Council Agenda: 7/24/06
5G. rove the Final Gradin Plans and S ecifications and Authorize the
a P rtion of the Monticello Business Center
of onticello Pro'ect No. 2006-18C (WSB)
A. REFERENCE AND BACKGROUND:
At the June 12,2006 City Council meeting, the Council authorized the preparation of
plans and specifications for grading a porti n of the Otter Creek Industrial Park to further
develop the park and to accommodate the d ve10pment of the A VR site. The project
includes grading a portion of the current 35 acre City-owned property at Chelsea Road
and Dalton Avenue as well as an additional 47 acres to the south. The City is purchasing
52 acres at this time, however the additiona 5 acres is all contained within a wetland
area.
The City has authorized the purchase of the property for this project from John Chadwick
and Jim Bowers and staff is in the process f finalizing the purchase and anticipates
closing on the property by the end of Augu t, 2006. City staff is also finalizing the A VR
land settlement agreement and is addressed 'n a separate agenda item. Street and utility
improvement for the project site are also be ng addressed in a separate agenda item.
Improvements would include grading the ro dways (Dalton Avenue, Dalton Court and
segment of Dalton Way), rough grading of e adjacent lots, construction of a pond along
the west side of the site and restoration. Or ing operations will include filling the
mining area that was previously used for ag egate production. The soils onsite are
primarily sandy with topsoil on the surface. It is anticipated that sufficient material can
be generated from the site to complete the ading and that material will not need to be
hauled in to the site from an off-site source. There are also several stockpiles of material
that are being analyzed with the site grading for an appropriate use.
Funding for this project will be provided fro City funds to be recouped with the
adjacent lot sales and tax base generated fro the business park.
Grading operations are proposed to start in eptember, 2006, in order to provide access to
the A VR site and to accommodate A VR's r quest to begin construction this fall, so it is
imperative that the Council consider authori ing proceeding with the project at this time.
B. ALTERNATIVE ACTIONS:
1. Approve the final grading plans and pecifications and authorize the
advertisement for bids for grading a ortion of the Otter Creek Industrial Park.
2, Do not approve the plans and specifi ations at this time.
C. STAFF RECOMMENDATION:
The City Administrator recommends that th Council authorize Alternative No.1.
D. SUPPORTING DATA:
Project Map
32
F:\da glWJrdproc\l006 Council Agendas\7-14-Q6 CC ,,~ndal.5GOt~r(reetA.pprovt Gn,dlng PJan-071406,doc
SR. A rove Chan e Order No.4 for the CS
Proiect No. 2004-1C) (WSB)
A. REFERENCE AND BACKGROUND:
Council Agenda: 7/24/06
The attached change order is required to re 'se the quantities for placement of topsoil in
the bottom of the wet ponds, placement of t e concrete washout material in the bottom of
pond 5, a reduction in the contract pay item ~'Traffic Control," and elimination of the
subsurface drain tile.
During construction it was decided that the i place soils beneath the ponds would not
provide wet ponds and would be acting as in ltration ponds. In an effort to establish
vegetation in the wet ponds, it was determin d that they should be lined with l' of topsoil
and in addition, the remaining concrete was out material shall be spread in the bottom of
pond 5 increase the likelihood that the wet p nds could hold water. The concrete
washout material was not usable material in e embankment and would have had to be
removed from the site at city cost.
The contractor was instructed to over-excav te the pond bottoms and bring the grade
back up to plan using topsoil and the concree washout material. The granular material
that was excavated will be used within the p oject limits thereby resulting in a savings by
reducing import of borrow material. The co tractor has agreed to the contract price of
$2.50 for common excavation to excavate th sand out ofthe pond bottoms. Placement
of topsoil in the bottom of the ponds was fro onsite topsoil and was paid for in the
common excavation when it was previously xcavated. The total quantity of additional
common excavation is 14,412 cu yds. This aterial is currently stockpiled in pond 5. It
is anticipated that it will be used as emb ent material for the roundabout thereby
reducing the cost of the borrow material for e roundabout. The actual saving will be
determined when the change order for the m dab out is negotiated with the contractor.
The contractor requested that they be allowe to use temporary paint on 1-94 for the
traffic control change in Stage 2 Phase 1 ins ead of temporary plastic tape. This change
was requested due to the potential issues wit application of temporary tape in colder
temperatures. Since the contract documents equired the use of temporary tape, the
contractor and the engineer agreed to a price reduction for the substituted material. This
price reduction will be $5,200 and will be d ducted from the lump sum traffic control
item. The supplemental agreement is provid d in the supporting data.
The contractor has been directed by the engi eer to not install the subsurface drain tile on
the project. During construction it was det ined that there was enough granular
material onsite between the existing emba ents and the crushed concrete from the
A VR site to build all of the embankments w'th granular material. This eliminates the
need for subsurface drain tile and results in cost reduction of $41 ,328.
B. AL TERNA TIVE ACTIONS:
1. Approve Change Order No.4 in the ount of$847.00
2. Do not approve Change Order No.4
C'\Doc~mellt.f and .'ktting$ldami.gm ingeriLocaJ &ttingslTemporory Ihttr1k!t FU~s\OLK31A'(jN rrM-CSAHl8C04-07J406-chang8 onk,. #4.doc
34
Council Agenda: 7/24/06
C. STAFF RECOMMENDATION:
The City Administrator recommends selecti g Alternative No.1.
D. SUPPORTING DATA:
Change Order No.4
Supplemental Agreement for Traffic Contro Change
C; \Docu~nts and Settingslda'Ml.flYOS ngeJ'I(.AXal StlltflgslTl:rhporary Internet FileslOLJd\AGN rrM-('"SAHI8C04.07U06-cha~ onk,. /U..dac 35
JUL-20-2006 12:12
JUL-20-06 THU 11:59 AM
WSB & ASSOCIATES
RL LARSON EXC INC
7635411700 P.04/08
FAX NO. 320 654 1021 P.04
'"~;/'~,~N~f:j~,.:'::i~.\,.,'~;:#:,:_:::f!::,;:::',:,' '
, ,~H 18Jl-94I~TEReHANGE IMPROVEM!NiS
s.P. NO. 8680.1,38 '
COvN'TV PROJECT NO. 86-13-0&12 '
, ,ClTY,I)ROJECT NO. 2004.o1C
,CITY O,F MO,NTICElLO. MN
'wsaPROJeGT NO. 11549-12'
, OWNER:
CITY:OF'MONnceLLO
, 50S WALNUT S.TREET, SUITE 1
, MONTICELLO, MN 5S3$Z
R.LARSONEXCA VA nNG,INC.
, ~ -12TH STReET SS
S~ CLOUD, MN $6304
LJMENT OEseRlPIION;
, YOl) A"~E DIRECTE.D TO MAKE me: FOLLOWING CHANGES IN THE. CONTRACT
:, " CONTAACi,OUANTITIES ARE MOOIF,IED AS SHOWN ON THE ATTACHED DETAIL
, : ,IT IS UNDER~nOOD THAT THIS, CHANGE ORDER INClUDES ALL AOOITIONAL cas $ AND TJME EXTENSlONS \l\fHICJ-f ARE IN ANY WAY, SHAFE, OR
' ,FORM ,ASSOClArED WITH THE WORK El.EMENT5 DESCRlago ABOVE. ' , ,
, C'HANm~ IN CONTRACT PRICE:
,ORJG'INAL CONTRAcT P~ICE:
58,275,988:16, ,:0 IGINAL CONTRACT TJMg; ,
$558'.302.50 N CHANGE t=ROM PREVIOUS cHANGE ORDERS:
sa,834,290,/\$, ' NTRACT TIMe: PRIOR TO THIS,CHANC;E ORDER:
,$47.00 /'.l 'INCR,EASE WITH CHANGe; OReeR:
$8,835,137.66 G N'rRAC"f 'rIME W1Tl-1 APPROVED CHANGE ORDERS
"
" ,'PREVI,OUS.CHANOE: ORDERS:
'CO~'TRA.GT PRICE PRIORTO TfHS CHANGE ORDER:
, : NET INCREASc OF THIS CHANGE ORDER:
'CONTRACT PRICE 1M'rH A1.L APPROVED CHANGE ORDERS:
OEREK $CHMIOT. Fl.E.. PROJECT MANAGER
5131 r.?OO?: , .
o
5/3112007
o
61:3112007
_. --
, ,RJ:;C.OMMENDEO BY;
INSB & ASSOCIATES, INc.
ENGINEER.
R. L. LARSON EXCAVATING. INC.
CONTRACTOR
. AP~ROV!:iD BY:
CITY ENGINEER
, C.lTY ADMINISTRATOR
DA'lT:
DATE
36
K.:\IH.f:4&.1J\A_~frvetIonAdml"""~f' t'"'1'I~ "'1II'i'''M I..'~....... "
JUL-20-2006 12:12
JUL-20-06 THU 11:58 AM
WSB & ASSOCIATES
RL LARSON EXC INC
7635411 700
FAX NO. 320 654 1021
P.02/08
p, 02
.. . ..,. ',: " .: 'c. :::.:.::.:.:.::,.:.::.":,;:'::;~:.:.;C~/(NttE::d9~'.' b>4.::D~i~J~:~::::t:,::'''<.\':''"~,, :::/.i:,::;- .<):\:::. .
..," . .. !.'. '::" ......,.j..:..(: ,.:::..;: ;-'. ,". :::-.i:. '.: ~;. '.: ':~::>'/ ":;:.i..-':: .:.: 'j ;...::'1.:: .:;:':;':.: ):: '.';:'.:,~..,.::::: ':..,';;..;':"" r::' ::",,:'
\,':'L.~',:".<...:'.". ;':". : <',...,:'::: .;..\':" . ':.
CSA.Hfsn-94INTERCHANGE IMPROVEMENTS . ..' . ..... .... .....,... .. ........
. S.P. NO"S1580-1.3S
. : COUNTY PROJEcT NO. 8&'18.0612
. CIJ'Y,P.ROJECT NO, 2004-01C
CITY OF MONTICEl.LO. MN
. . WSe PROJECT N'O. 1546.12
'.,-"',;t:..':',"'\"
1114/2008
me p~OJeCT 1'.10.1546.11'
';DOED ITEMS
. Item No..' Oescription
278 COMMON EXCAvATION
'2751 SEEDING
280 MULCH MA TI:RIAL IYPE 3
28"1' DISK ANCHORING
282 COMMERCIAL FERTIUZERANALYSIS 24-1Z.24
283 . AGRICULTURAL LIME
284 seeD MIXTIJRE ~10
Qty Unit Price Extended Amount
4.412 CUYD $2.50 $36.030.00
5 ACRE $105.00 5525.00
10 TON $200.00 $2,000.00
5 ACRE . seo.OO $300.00
1000 POUND SO.20 $200.00
10 TON $25.00 $250.00
410 .POUND $7.00 S2,.S"fO.OO
$42,175;00
. =--------...
TOTAL ADDED ITEMS CHANGE ORDER NO.3
. I)EL'ETED ITEMS
. It&<l\ NQ, . Descri"tion
Qty
Unit
Price
Extended Amount
2S\il: TRAFFIC CONTROL
290 4" PER.F TP PIPE'DFWN
1.
LUMP SUM -$5.200_00
LiN.FT -S8.OO
($5.200.00)
($41.328.00)
166
TOTAL DELE1l:0 ITEMS CHANGE OROE;R NO.3.
($41,328.00).
. '. TOTAL AOJ.USTMENl TO CONTRACT AMOUNT. .
$847.00
37
MNIDOT TP-02134-04(2/99)
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
SUPPLEMENTAL AG EEMENT NO.2
Supp. To Contract No.
Page 1 of 2
CONTRACTOR;
R L Larson Excavating, Inc.
ADDRESS: 2255 _12th Street SE
St. Cloud, MN 56304
FEDERAL PROJE
NA
LOCATION OF WORK
CSAH 18 at 1-94 in Monticello,
STATE PROJECT NO.
S.P.8680-138
GROUP NO. APPR.
AMOUNT
GROUP NO.
APPR.
GROUP NO.
APPR.
AMOUNT
ORIGINAL E
N/A
SA TOTAL
N/A
WHEREAS: The Contract provides for, among other things, grading, bi 'nous surfacing, drainage, lighting, signing and striping, traffic
signals, and bridge 86530, and
WHEREAS: The Contract specifically calls for the use of temporary remo able pre-formed plastic tape pavement markings on Stage 2,
Phase 1 of the Traffic Control Plans, and
WHEREAS: The construction documents specifically identify the pay ite and quantities for the temporary removable pre-formed plastic
tape markings, and
WHEREAS: The contractor has requested the use of temporary paint pave ent markings in lieu of temporary removable pre-formed plastic
tape markings, and
WHEREAS: The Engineer has further determined that this constitutes a pa ent deduction as provided in Mn/DOT specification 1403.
NOW, THEREFORE, IT IS HEREBY MUTUALLY AGREED AND U DERSTOOD THAT:
1. All existing pavement markings in the corridor, including the yell wedge line, white edge line, and white skip shall be removed by
the contractor and will be replaced in the same location using epo y paint.
2. The existing outside 4~inch white shoulder marking on 1-94 in bot directions shall be painted in lieu of removable tape.
8. Contract time will not be revised except as may be provided in M OT Specification 1806.
3. As a result of items 1 and 2, no black mask tape shall be required
4. The new yellow edge line and white skip stripe in both directions hall be painted in lieu of temporary tape based on the quantities
outlined for Stage 2, Phase 1 shown in the plans on Tab 0, Sheet 4.
5. No payment shall be made for temporary paint used in lieu ofte
6. The payment deduction for the material substitution shall be at the negotiated Lump Sum and Unit Prices shown in the Estimate of
Cost.
7. This agreement pertains only to Stage 2, Phase 1 portion of the pr
9. All other work will be completed in accordance with the original 0 ntract documents and completion schedule.
10. The Contractor shall not make any claim of any kind or character hatsoever for any other costs or expenses which he may have
incurred or which he may hereafter incur in performing the work d furnishing and installing the materials required by this
agreement.
c:\ ocuments and Settings\dawn.grossinger\Local Settings\Temporary Internet
Files\OLK3\SA TP-02134-04 2.doc
38
JUL-20-2006 12:12
JUL-20-06 THU 11:59 AN
WSB & ASSOCIATES
RL LARSON EXC INC
7635411700 P.06/08
FAX NO, 320 654 1021 P.06
MN/DOT TP-02'134-04(2/99)
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATiON
SUPPLEMENTAL A.G 'EEM,ENT NO.2, ,
Supp~ To Contract No.
~ 2563,.601
f-".-
2581.50)
I , Item
I
L Traffic Control
, R hi -;::-fi d ....1 . M:~::- !
I eItJ~a e n-= orme r astic , <UMng " t.
I Removable Prefo~ed Plastic Marking , '
.. lack) , Lin. t,
Page 2of2
ESTIMATE OF COST
Increase'It 5
l-lierr, No.
QUantity ! ~ 'Onit~rlte
r
i 2581.603
L--...
(1) $5200.00
~-
(14,860) som
(51,414) 1 $0.01
I
, -~--~";--I
Amount J
-----; ,
($5,200.00) !
($ 48 '0)' ~,'
I ,.6 'J '
i,
($514.14) !
Net Contract Decmase Amount
($5,86'2,14)
'($5,862.74)
TOTAL ON1RACT DECREASE A.MOU1>-rr
Project E:'lgineer
Montlce,lJo city Enginee, ,
I Oat~:...,_
) ,
Dated:~_
NlA
MI'lIDOT DSAE Approval
Dated:___Nf^_
, Or.tracto'r
':,OalNd:~~~ 20-06'
39
K:\01546~1 I.A'dmin\Ccm.~ction Admin\SA TP.02134.04 2.doc
51. Consideration of Review of Bids for Ri
2006-17C. (1.S.)
A. REFERENCE AND BACKGROUND:
As you may know, Riverside Cemetery was give to the City in 1996 by the local Masonic
Lodge. The age of the Masonic members was in reasing and the difficulty of managing the
cemetery became a monumental task. In additi n, Riverside Cemetery had some financial
problems in the past which were also difficult for th lodge to overcome.
The cemetery is being run as an enterprise fund wi h the only real revenue coming from grave
sales. The City has been able to put away perpetua care funds for each grave sold and pay for
the general operations of the cemetery. There are very little excess funds being put away for
capital improvements.
In late 2001, the Riverside Cemetery committee co pleted the rules and regulations documents
and a long term plan for the cemetery. The City Co ncil approved the rules and regulations and
the long term plan and turned over the over-sight of he cemetery to the Park Commission in late
2001.
The long term plan for Riverside Cemetery laid out 3 items to be accomplished and put them in
order of priority. In addition, another 7 items were i cIuded for future consideration. One of the
major items on the long term plan was new fencin in front of the cemetery. This item also
talked about fencing the east side of the cemetery ere it butts up against private residence as
we would be soon adding graves in this area. Altho gh the fence was discussed several times by
the Parks Commission, it was decided to wait until est River Street was reconstructed and the
area was regraded to replace the fencing.
In the beginning of 2005 the Park Commission d Park Superintendent began looking at
alternatives for new fencing. Vinyl was ruled out a1 ost immediately and the recommendation
was to go with aluminum powder coated fencing imilar to that at Hillside Cemetery, only
shorter, 4 feet in height rather than 6 feet in height. ith 2006 and the initiation of the core city
street reconstruction project on West River Stree it was time to move forward with the
replacement fencing. Consideration was given to reu e the best sections of the old fencing along
the east boundary rather than place chain link fence i that area. It was felt than enough fencing
could be salvaged and reused along the eas boundary of the cemetery and the
SandberglRiverside Plat. We will also be able to use some of the salvage fencing in a few areas
of the north boundary of the cemetery along the ri ge adjoining the Mississippi River. The
remaining sections could be sold to citizens mak'ng a donation to the cemetery fund for
improvements.
In late June, 2006, plans and specifications were d afted for bidding the Riverside Cemetery
fencing using specifications similar to those at Hill ide Cemetery only with a shorter 4 foot
fence. To obtain a cross section of prices bids were s ught on wrought iron, steel and aluminum
fencing with an option to add decorative finials on e ch one of the types of fencing. Bids were
due to be returned on July 13,2006.
On July 13, 2006 bids were received from 4 separate fence companies. Three of the companies
bid more than one type of fence. The lowest bid received was from Authority Fencing of
40
Council Meeting - / /2006
Monticello, MN, with offices in Clearwater for. aluminum fencing at an installed price of
$36,995.00. The option for decorative finials on th aluminum fencing was priced at $11,895.00
bringing the total cost with the finials to $48,890.0 . At the bid opening, it was determined that
the price from Authority Fence was very low and t at it was $8,330.00 below the 2nd bidder for
the base aluminum fence, which was Town and C untry Fence out of Brooklyn Park, MN (the
company which installed the fence at Hillside C metery). In checking the bid further with
Authority Fence, it was determined that they had issed the markup on the fencing materials.
Authority Fence indicated that they would stand be ind their bid and they did not want to forfeit
their bid security. They had adequate funds bid in t e labor to install the fence and would do so.
On Wednesday, July 19, 2006, the Monticello Park Commission reviewed the bids at a special
meeting. The Parks Commission recommended hat the City Council award the project to
Authority Fencing based upon their low bid of $ 6,995.00 for the 4 foot industrial strength
aluminum fence similar to the Hillside Ce etery Fence. The Parks Commission
recommendation was to not install the decorative fin"als.
Funding for the fencing is recommended by the Cit Administrator to come from the Parks fund,
which had excess revenue from the year 2005, ue to various capital expenditures being
eliminated or delayed from their budget. Expendi ures for the Parks fund in 2005 were over
$190,000 under budget, leaving sufficient balances t cover either alternative.
B. ALTERNATIVE ACTIONS:
I. The first alternative would be to award a co tract to Authority Fencing in the amount of
$36,995.00 for the installation of a 4 foot al minum fence along the front of Riverside
Cemetery.
2. The second alternative would be not to award the project.
C. STAFF RECOMMENDATION:
It is the recommendation of the City Admin strator, Public Works Directors, Parks
Superintendent and Monticello Park Commission t at the City Council award the project to
Authority Fencing as outlined in alternative I for $36 995.00.
D. SUPPORTING DATA:
Copy of recommendations from Larry Nolan, P ks Commission Chairman, copy of bid
tabulation, map of front of cemetery (taken from cor city project plans), and sections of fence
brochure.
41
RIVERSIDE CEMETERY LON
AS PRESENTED At'lD APPROVED BY THE
NOVEMBER
TERM PLA1~ OUTLINE
YERSIDE CEMETERY COMMITTEE
1, 2001
The Lon Term Plan is itemized below in order 0
rioritv:
1. Landscaping lIlaill elttrallce area alld ala" path towards flagpole
The Committee would like to see the City w rk with a landscaper in developing a plan for
this. The Committee was not aware of what expertise the parks staff had in this area and
doesn't know whether the Park Department could do the work or whether they would have
to go to an outside source. The Park Depart ent has indicated that they did the plantings at
Ellison Park and that firms such as Steve's [ursery and Cedar Street Garden Center would
help in preparing layouts and planting lists.
1. Spruci"g lip tlte entrance area illclmlillg b tter lighting for tlte area
The Committee feels the brick columns by t e entrance are deteriorating and agree that the
lighting should be incorporated in the landsc; ping plan (item #1).
3. Elltrallce monument with Riverside Celllet IY name on it
The Committee wants recommends that t e monument has enough clearance for the
contractor equipment to pass under. Therefo e, the monument would be incorporated with
the archway at the entrance (item #7).
4. Puvillg ami widening of road
This may be an expensive item to budget bu the Committee feels it is necessary.
5. New fencing
The fencing would be across the front but it s also suggested that fencing be considered on
the east side where the cemetery abuts priva e residences.
6. Plaming 3' shl'llb hedge in are(lS without ncillg
The Committee recommends some sections here the shrub hedge should be planted, along
the east side and a section along the west sid . The shrubbery is being suggested as the cost
of fencing can get rather expensive. Howev r, it is felt that areas where the cemetery abuts
private yards it should be fenced. The Co ittee feels the Public Works Department can
detennine the height and type of fencing to e used such as 4' chain link or 4'+ wrought iron
fencing. The location of the shrub would b from the side entrance going to the east and it
. is_sugges.te:dlhat. aILc\-:crgre.enhclgene..pl ted.At the presenuime..nothing.is.lhere------- . --
7. Arc/uvay at the elltrance
The Committee feels Bailey Station on Cm nty Road 14 at Big Lake is very attractive and
that something such as this would work \.vel. it was felt that this should be done as part of
the entrance monument (item #3).
C:,6ET""'WORDPROCRlVERSID<lo"S.'e"',..'..,.--e'...../-llla"-200' ''''!Xl - 1:6'0701
- PAGE 1 OF 3 .
42
8. Water/irrigation improvements
The Committee suggests the City incorpora e additional irrigation as the cemetery expands
to the west.
9. Clean lip secondary growth area along tit river
The Committee recommends cleaning up th s area along the river bank to deter problems the
City has had in the past with individuals par ing in the cemetery and climbing down the bank
to go fishing, as \vell as the dumping of Ie ves, garbage, mattresses, etc. It was felt that
clearing out the area \vould make any activi ies taking place there more visible to the public
and law enforcement personnel.
10. PlaJlting of some flowering trees
This could be covered under the landscapi g plan (item # 1). The Parks Department has
recommended the dwarf variety flowering tees are not planted.
11. Placement afbenches alollg river ami the athway
This would be incorporated in the memori 'I fund plan. The Conunittee suggests offering
maintenance free benches such as recycled lastie materials to be set on cement pads.
/2. Replace existillg shed
The Committee recommends that when th shed is replaced that it should be moved to a
more remote location towards the back oft e cemetery for aesthetic purposes.
13. Suggestion to elwiu off the otlter elltrllltce to tlte cemetelY
The Committee is not in complete agree men on this item. One member feels that for safety
and security reasons, chainingoffal1otheren rance/exits other than the main entrance should
be considered. The member feels that iTyot force people to lIse the same entrance and it is
well lighted. it is less likely that they will g into the cemetery for other purposes. Other
members feel that chaining the entranc lexits that are used would make it seem
unwelcoming. [t should be noted that at th present time the main entrance does not stand
out that much and it may not be obvious to p .eple visiting the cemetery for the first time that
this is the main entrance to use. Upon comp etion of the entrance area improvement, it will
be more of focal point and this item can be looked at again at that time.
Other Considerations and Items for Future Con ern:
I. Acquisitioll of llllldfor future cemetelY de elopmellt
Ih~.l&mmittee_,~Jhi~.is._.s9..lMthingJhaL ,cls..tQJle,aCCQlllplished within. the next fiy~
years. The Committee suggests that it will e important for the Public Works Director to
initiate setting aside funds each year in the b tdget so that \\i-hen a suitable site may become
available, the funding will be established for his purchase. It is preferred and recommended
that the City acquire an open flat parcel of at least 10 acres for a future cemetery. The City
would then be able to landscape and plot he site, as well as incorporate a pathway or
\\i'alkway throughout the cemetery.
C',SETH\WORCPRCC'RI\iEflSIOIIOl'g-te',.,.,."OW'er"'Y.ClsI1-2001 '''Cd . IZWQl
. PAGE 2 OF 3 -
43
Coonc:ilM1lIutes ...,'. . ~2'JQiQ l.
,', ;'" """';:'i~,\':'t': .,'.:."..' ,',,. :~.,:),:: ,..,1:",,1':.:,'\':. ..'j." ,,,:";. ::'~",i' ':",: .:';" . "",,:,~': :,:'",,:::.)
amendments to residential Lots and build. ng standards in the single family residential
district.
/':5'\.,.. E: ...
~
C......orisider:~tiB!hbfappr~vaior16'i1g.te.fui/<lhrtOi.ftllae'f6t'R.1veiSide.Gem~'~~;..<
Recommendation: Move to approve the long term cemeterypi~~gGttt~~fdr'Riverside
Cemetery as drafted by the Riverside Ce etery Committee.
F.
Ratify hiring of Program and Operation
Recommendation: Ratify the hiring of
Operation Coordinator for the Monticell
oordinator for lvlonticello Community Center.
y Dean to fill the fuIl time position of Program!
Community Center.
BRUCE THIELEN MOVED TO APPROVE T
SECONDED THE MOTION. MOTION C
CONSENT AGENDA. BRIAN STUMPF
D UNANINIOUSL Y.
6. Consideration of items removed from the co sent aaenda for discussion.
None.
7. Consideration of resolution ado
City Administrator, Rick Wolfsteller, provided ackground information on the proposed 2002
budget and tax levy noting that since this is the mal meeting of the year, the Council does have to
adopt a final budget and levy. The changes and modifications to the budget as discussed at the
November 13,2001 budget workshop were revi wed. The street reconstmction funding was
reviewed and there is, under the proposed budg t, approximately $587,000 for funding street
reconstmction projects. It was noted that even with the budget changes the City would be levying
the maximum allowed $6,498,079. There wa additional revenue in the. budget because of
increase in MCC fees which was overlooked atlhe budget workshop. Because of that the
Community Center was asking that funding be einstated for office constmction for MCC staff.
The consensus ofthe Council was that the mon y should remain in the street reconstruction fund.
Bruce Thielen stated that there is the perceptio that local government has all kinds of funds laying
around and even the state governor is pushing t restrict the amount of funds a city can carry over
from year to year. He asked the City Administ ator for public information to provide an
explanation of the amounts and uses of the Ci '5 reserve funds. Rick Wo1fsteller acknowledged
that the state is looking at those cities and coun ies having excess funds with the possibility of
requiring them to use the funds rather than p~. ng th~1:r!: ~t_~~~_~~d_._ !f ~~a~ shq!:l!~h~pp~f.1,~!~ <:\ty
\vouTdnotbe-seriouslyTmpacte-,i'sincelTrece,v s lIttle in the way of state aids. Rick W olfsteller
explained that approximately $2,000,000 ofth reserve fund is used for cash flow since the City
only received state aids in July and December. The remaining reserve funds are earmarked for
various uses. For example there are se\l,er and water fund reserves and while these funds are not
tied to a specific project at this time, as the nee for infrastructure improvements occurs, such as
lift stations, forcemains, wells, etc these funds can be tapped for that purpose. Other funds have
been reserved for items such as fire departmen equipment and acquisition of industrial land.
2
44
Riverside Cemeter FenceRe lacement Pro. ect
(07/19/06)
Below are some considerations for procee ing with the purchase and
installation of a new fence for Riverside C metery on the north side of West
River Street.
. New fencing was recommended by he Riverside Cemetery
Committee in 2001 as part of the 10 g term plan. Several sections of
the existing fence are not in good c ndition This was reviewed and
approved by the City Council (Decmber 10,2001).
. This is an appropriate time to proce d with this project due to the
work in progress on West River Str et including the side walk
installation and removal of the exis .. ng old fence. The replacement
fence will provide a fixed bounda i and "complete" the overall
upgrade of River Street.
. Some salvaged sections of the exist ng fence can be used on the east
side of the cemetery to provide a neded boundary between homes
and the cemetery. This was also re ommended in the 2001 Long
Term Plan. Using the old fence for this purpose will result in saving
several thousand dollars.
. Several people have expressed inte est in purchasing sections of the
old fence. \Ve are considering selli g unneeded salvaged sections of
the fence and will place the money in the cemetery fund. This will
reduce overall costs.
. The low bid for the fence ($36,995 is $8,330 under the next lowest
bid. This is a very good price. Wi h the increasing cost of aluminum
and steel, costs are steadily increas ng and expected to remain so.
Delaying this project can be expec ed to lead to increasing costs.
. During 2005, Parks expenditures ere about $200,000 under budget.
A small portion of this could be de icated to the cemetery fence.
. The proposed fence is similar to th t installed in Hillside Cemetery
which is functional and looks grea and has held up very well for the
past several years.
. In consideration of the above, the arks Commission recommended
proceeding with the purchase and nstallation of the new fence at this
time at a special meeting on July 19, 2009.
Larry Nolan, Chairman
Monticello Parks Commission
45
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Council Agenda: 7/24/06
5J.
A. REFERENCE AND BACKGROUND:
Included in your packet is a copy of the feas bility report addressing the extension of
Dalton Avenue (formerly School Boulevard and Dalton Court within the Monticello
Business Center (also known as the Otter Cr ek Industrial Park). The infrastructure
improvements will facilitate the developme t of the second phase of the business campus
for development by the City. The proposed 'mprovements will also provide access and
utility service to the currently proposed A V site to be located at the southwest comer of
Dalton Avenue and Dalton Court. The City has authorized the purchase of additional
property for this project from John Chadwic and Jim Bowers and staffis in the process
of finalizing the purchase and anticipates cl sing on the property by the end of August,
2006. City staff is also finalizing the A VR 1 d settlement agreement and is addressed in
a separate agenda item. Grading of the proj ct site is being also being addressed in a
separate agenda item.
The proposed improvements extending Dalt n A venue from its existing terminus
approximately 800 feet south and the const ction of Dalton Court from Dalton A venue
northwest approximately 830 feet to the wes edge of the business campus. Dalton
A venue is planned to extend to 90th Street tough the Spike (David and Mary) property
and eventually extend through the YMCA p operty to CSAH 39. Dalton Avenue will
terminate with a temporary cul-de-sac at the south end of the business campus. The
grades at this location are steep and staff is viewing extending the cul-de-sac into the
Spike property, where the grades flatten out. We have met with the Spike's and they
initially are comfortable with the cul-de-sac ocated on their property. They will review
this issue and let us know their decision wit in a week.
As an alternate, the extension of DaltonW a , which would extend east of Dalton Avenue
approximately 600 feet, is included in the fe sibility report, since the City is purchasing
property east of Dalton A venue and that pro' erty could receive access from that street.
The proposed improvements include constru ting the roadways as 44-foot wide urban
streets with a bituminous pathway extendin along the east side of Dalton A venue
connecting to the existing rail along Chelsea Road. Street lighting is included with the
proposed improvements.
Trunk sanitary sewer and watermain system are proposed to be extended within the
roadways and will be sized to service the bu iness campus and the immediate area south
to 90th Street for future development. The st rm sewer system will extend within the
roadways and will be sized to accommodate development inside the business park. The
storm sewer system will discharge to a pond proposed along the west side of the site and
will outlet to the existing pond located south of Chelsea Road and west of Dalton
A venue. This pond has an existing outlet to Otter Creek.
The estimated project cost total $1,331,900 or the extension of Dalton Avenue and
Dalton Court. The estimated cost for the alt mate construction of Dalton Way is
54
C ',o"cumt"ts u.M Selrln.gs~da\o\.l'll gmssln.~,.IWcal Sef1fngs\Tempomry '"lI!ntJ!I P"iIe5\OLKJIAGN trM-Da'tcmA~Ac:C't!plP"!a~Rpf~07]406 JOr;
Council Agenda: 7/24/06
$391,500. Funding for this project will be p vided from City funds to be recouped with
the adjacent lot sales and tax base generated om the business park.
A VR would like to have Dalton Court const cted yet this fall, with the remaining
improvements completed next year, so it is i perative that the Council consider
authorizing proceeding with the project at thi time.
B. ALTERNATIVE ACTIONS:
1. Accept the feasibility report, order th public hearing for August 14, 2006 and
authorize the preparation of plans an specifications for the extension of Dalton
A venue and Dalton Court.
2. Accept the feasibility report, order th. public hearing for August 14, 2006 and
authorize the preparation of plans an specifications for the extension of Dalton
Avenue, Dalton Court and Dalton y.
3. Do not accept the feasibility report.
C. STAFF RECOMMENDATION:
Since the City is proposing to grade a portio of the property east of Dalton Avenue,
constructing the street and utilities along a p rtion of DaltonW ay would provide the City
the opportunity to develop this additional are of the business park and will provide
alternate access of the adjacent properties to. alton Avenue. It also may be beneficial to
start construction of this segment this year as a potential cost savings for future
construction cost increases. In addition, in 0 der to expedite the construction ofthis
project yet this year, it is recommended to a horize the preparation of plans and
specifications at this time prior to the public earing. Since the project is not proposed to
be assessed under Chapter 429 State Statutes and the City has an agreement to purchase
the entire property, it recommended to proce d with the plans at this time. Therefore, the
City Administrator, Deputy City Administra or, Economic Development Director, City
Engineer and Public Work Director recomm nd that the Council authorize Alternative
No.2.
D. SUPPORTING DATA:
Feasibility Report
55
C :1JfX1Utlt!I1t.f Ilnd &ttl~g.s-'dawrll gt'Qssmfl~t''.!,..nc/Jt SettingjITt:rtrpo'i.'JI'V fnremer f'ilesIOLX.JIAGN rrM-DaltonAwAc(;~ptFeas8pr-on406.d(X'
Council Agenda m 7/24/06
delin
bills and certification 0
7.
A. REFERENCE AND BACKGRO D:
The City Council is again asked to adopt an ssessment roll for utility billing accounts which
are delinquent more than 60 days and to cert'fy the assessment roll to the County Auditor for
collection on next year's real estate taxes.
The delinquent utility accounts that are incl ed with the agenda are accounts that are at least
60 days past due and include all new delinqu nts from the last time we certified them. In
addition to the delinquent amount, the Coun il also previously approved the establishment of
an administrative fee of $50 per account tha. is added to each delinquent assessment. The
amounts shown on the enclosed delinquent !tilities list include the additional $50
administration fee for the preparation of the ssessment roll.
It is recommended that the delinquent acco · ts be put on an assessment roll for certification at
an interest rate of 6% as allowed by state st ute. As in the past, if any accounts are paid
within 30 days after the adoption of the asse sment roll, they can be paid without the
additional interest. After 30 days, payments will be charged interest.
B. ALTERNATIVE ACTIONS:
1. Adopt the assessment roll for the de quent charges as presented.
2. Based on public hearing input, adjust the assessment roll as required.
C. STAFF RECOMMENDATION:
It is staff recommendation that the Council opt the assessment roll as presented. All ofthe
accounts are at least 60 days past due and h ve been given proper notice ofthis assessment
hearing and ample opportunity to pay the ac ounts in full. All utility accounts were notified
that there would be an additional $50 ad . 'strative fee attached to each outstanding balance
if the account was not paid by 4:30 p.m. on uly 10, 2006.
D. SUPPORTING DATA:
Copy of resolution adopting assessm nt roll
Complete listing of delinquent acco ts to be certified.
56
CITY OF MON JCELLO
RESOLUTION N . 2006-57
RESOLUTION ADOPTING . SSESSMENT ROLL
-- -
. ---, ..-
FIRST QUART R 2006
WHEREAS, pursuant to proper notice duly given as equired by law, the Council has met and
heard and passed upon all objections to the proposed assessment for delinquent utility account
charges,
NOW, THEREFORE, BE IT RESOL VED BY TH CITY COUNCIL OF MONTICELLO,
MINNESOTA:
1, Such proposed assessment, a copy of which i attached hereto and made a part hereof, is
hereby accepted and shall constitute the sped assessments against the parcels named
herein, and each tract of land therein included is hereby found to be benefitted by the
assessment levied against it. I
2. Such assessment shall be payable in one (1) ual installment payable on or before the
first Monday in January 2007 and shall bear' terest at the rate of6 percent per annum
from the date of the adoption of this assessm nt resolution. To the first installment
shall be added interest on the entire assessme t from the date of this resolution until
December 31, 2007.
3. The owner of the property so assessed may, t any time prior to certification of the
assessment to the county auditor, pay the wh Ie of the assessment on such property
with interest accrued to the date of payment, to the City Treasurer, except that no
interest shall be charged if the entire assessm nt is paid within 30 days from the adoption
of this resolution.
4. The City Administrator shall forthwith trans 't a certified duplicate of this assessment
roll to the county auditor to be extended on t, e proper tax list ofthe county, and such
assessment shall be collected and paid over' the same manner as other municipal taxes.
ATTEST:
Adopted by the City Council this 24th day of July, 006.
Clint erbst, Mayor
Rick Wolfsteller, City Administrator
57
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Council Agenda: 7/24106
8.
Consideration of settlement a reement/la
e - A VR site.
A. REFERENCE AND BACKGROUND:
At the closed meeting of the Council held p . or to the regular Council meeting, the City
Attorney reviewed with the Council the pro osed settlement agreement on the A VR site.
B. ALTERNATIVE ACTIONS:
1. Approve the settlement agreement a presented, authorize the Mayor and City
Administrator to sign the agreement n behalf of the City contingent upon final
approval of the landscaping plan by he Community Development Director and
specifying the rate for the trunk fees hat will be charged.
65
9.
Council Agenda: 7/24/06
A.
REFERENCE AND BACKGROUND:
The applicant is Best Western Motel. The applicant has submitted an application and the planning
case is in review. However, the applicant has expre sed that time is of the essence. The earliest that
the applicant can gain the necessary approvals, pres ming no appeal, is August 8th. This is not soon
enough, as the applicant has noted that he needs to et construction started in time for the sign to be
visible during the peak of the travel season. The ap licant believes it is worth the risk to begin
installation prior to completion ofthe formal proces and run the risk of needing to remove the sign if
the planning case outcome is not favorable. The ap licant was informed of the opportunity to install
a temporary directional sign but he was not interest d because use of temporary signs is not
consistent with Best Western franchise rules.
Best Western (the former Comfort Inn) purchased a,sign which met the dimensions allowed by code
for a sign placed on the westerly side of the original site. This original site was within 800" ofthe
freeway and thus within the Freeway Bonus area, w ich allows sign area as large as 200 square feet.
After the original sign was purchased, the portion 0 . the site closest to the freeway was sold to
another party. Consequently, the location of the si . needed to be shifted to the east, which resulted
in the sign falling out ofthe "Freeway Bonus Area" y about 150'. Please note that the sign is
proposed to be ground mounted, so the sign height oes not require a variance.
The applicant has been informed that the City very r rely considers approving permits for
construction of signs or any other structures requiri g a variance or ordinance amendment without
first completing the normal process which includes public hearing and Planning Commission
review. The applicant understands the standard pro ocol but noted that he would like to bring this
situation to Council at the public comments portion fthe meeting as soon as possible because time is
of the essence. In response to the applicant's desir , it was decided to simply put the item on the
agenda and provide back-up information to the City:Council accordingly.
B. ALTERNATIVE ACTIONS:
1. Motion to define the proposed sign as a tern orary sign, allowing sign to be placed at this
location for a period of 40 days.
If the City Council is inclined to allow the si to be constructed prior to completion of
planning review, the Council could interpret he sign as "portable" based on the owners
promise that he will remove the sign in the e ent it does not become eligible for permanent
status via the normal planning process.
Under portable sign status, the sign can be di played a total of 40 days per calendar year.
This planning case item would then be revie ed during this 40 day period. If approvals are
not granted for this sign as a permanent sign, then it would stay. If approval is denied, then it
would need to be removed. The applicant h noted that he supports this option.
66
Council Agenda: 7/24/06
Although this alternative is very accommod ting for the business, this option would set a
precedent for reviewing planning cases out f order and could undermine consistency in our
decision making process _ __ ___ ___ _1__ _________ _. __ __ ____ __ ______ _ _.____
2. Motion to deny the definition of sign as a po able sign and require that the applicant follow
planning steps accordingly in order to obtai sign permit.
This alternative would serve to protect the i tegrity of the planning review process and
support the city's effort to maintain an imag of fairness and consistency.
C. STAFF RECOMMENDATION:
If Council believes that the circumstances described by the applicant justify issuance of a permit
allowing construction to commence as soon as possi Ie, alternative I is appropriate. If Council
believes that maintaining a consistent process for pI ning review supercedes the applicant's desired
timing, then Alternative #2 should be selected.
D. SUPPORTING DATA:
A. Best Western Sign Variance - Staff Contact eport
B. Sign Exhibits
C. IS-Day Application Letter
D. Ordinance Information
67
Council Agenda: 7/24/06
Best Western Si n Variance - Staff Contact e ort
On July 6th, Marianna Khauv spoke to Gary An erson and Angela Schumann at the City
HaIIcouriter regarding a m-()nument~styrepyron sign thaI tbe-ResfWesfern-sougntto
place on their parcel.
The Best Western has no pylon signage on site, nly wall signs to be placed on the front
and rear of the building. Based on the sign ordi ance provisions, the Best Western is
allowed up to 300 square feet of total signage, hich can be utilized in wall signage only,
or in combination between wall and pylon signa: e.
Additionally, per the provisions of the code, the pylon sign allowed on this site cannot
exceed 50 square feet in area and 18 feet in heig t, based on Chelsea Road as a major
thoroughfare with a 30 mile per hour speed limi. The pertinent sign ordinance
information is attached. This parcel is not withi the freeway bonus area.
After reviewing the drawings with Khauv in co parison to the location of the parcel and
the ordinance, Schumann and Anderson determi ed that the sign proposed would require
a variance for sign area. The sign area represent d on the plan is approximately 180
square feet. The sign height is acceptable. Kha v had no information on the wall signs,
so the total area of signs on site, including both t e existing and proposed, could not be
determined.
Anderson and Schumann indicated to Khauv tha in order to evaluate the request, a site
plan illustrating where the sign would be placed n the lot, as well as the dimensions of
all other signage to be placed on the property (w 11 signs) would be needed. Khauv
indicated at that time a willingness to provide th needed information. Anderson also
provided Khauv with information related to the bility to place a temporary sign on site
in the interim.
The applicant provided the front and rear sign ar a information on Thursday the 20th.
According to that information, the area for each ign is approximately 33 square feet.
The City still has no site plan information to detrmine setbacks.
In summary -
Total Sign Area Allowed:
Total Pylon Area Allowed:
300 square feet
50 s uare feet, 18 feet high
Total Existing Wall Signage: 66 s uare feet (approximate)
* Staff is assuming that these wall signs ould be moved to the new Best Western
location (former Comfort Inn)
Total Existing Pylon Signage:
Total Proposed Pylon Signage Area:
o
180 square feet
68
Council Agenda: 7/24106
During the discussion at the counter, Schumann. nformed Khauv that all variance
requests are heard by the Planning Commission 'n a public hearing, as required by local
statute. Schumann provided Khauv with all appfcation materials.
-....-...., .--,,-.---- -.--... ---.-.-...,.,....----- .."..--
Khauv inquired about the timing of the Commission meetings. Schumann indicated that
although the deadline for applications for the Au ust 151 Planning Commission meeting
had passed, due to the limited nature of the reque t (in terms of time required for review),
and the ability to properly notice the public heari g, the application could still be
reviewed for completeness for that cycle.
Subsequent to that discussion, Schumann review d the application for completeness and
issued the statutory IS-day notice letter to the ap licant indicating that the site plan and
sign area information would be needed. The lette is attached.
The Planning Commission is the Board of Adjust ent on variance requests. By
ordinance, the City Council does not take action n variances requests, except in the case
of an appeal of denial by the Planning Commissio .
Staff feels it important to work with the property wner on this request, which is why
staff tried to accommodate a quick turn-around 0 application processing. However, it is
important to be consistent in following the proces prescribed by ordinance.
69
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July 12th, 2006
MONTICELLO
Marianna Khauv
Best Western Inn
89 Chelsea Road
Monticello, MN 55362
RE: Application for Variance to the Sign Ordinance tl r 89 Chelsea Road
Dear Ms. Khauv,
Thank you for your submission of an application for vari nce as related to the Best Western property
located at 89 Chelsea Road.
In a review of the submitted application mate11aIs by staf , it was determined that the application is
incomplete until the City is in receipt of the following ite
. Dimensions and illustration of all wall signage 0
. Site plan illustrating location of the proposed si
[fthe above materials are supplied by Tuesday, July 18th, he City will consider your application complete
for the August 1 $t Planning Commission meeting. In that case, your request will be heard in a public
hearing before the Monticello Planning Commission at 6: 0 PM on August IS\ 2006.
A meeting to review the staff report regarding your re nest has been set for Tuesday, July 25111 at
1:00 PM. Please contact me if you are unable to atten that meeting.
We recognize and appreciate all of the time and effort inv lved in preparing the requested materials.
Please keep in mind that planning staff may have additio al questions as your application moves through
the formal review process.
rf you have any questions on the matters mentioned abov ,please do not hesitate to call.
Sincerely,,- '.
l.: ~'[Y S. lL
~g(4~~tl~ '"_n_.____-
cOl~~;;~tY__D~velopment Coordinator
c: Jeff O'Neill, Deputy City AdministratorfComm . 'ty Development Director
Stephen Grittman, NAC
John DeZurik. Scenic Sign
Monticello City Hall, 505 Walnut Street. Suite l, Monticello, N 55362,8831 · (763) 295-27l1 · Fax (763) 295-4404
Office of Public Works, 909 Golf Course ReI., Monticello, IN 55362 · (763) 295-3170 . Fax (763) 271-3272
73
exceeding a total 0 75 square feet and eight (8) feet in height are
allowed in additio to the institutional or area identification sign
identified in Sectio 3-9[E] la.
---- - - -- ---- {#n-4,-g-/TO/98n#44'T,5f22706)-----
2. Within the PZM, B~l, B-2 B-3, B-4, CCD, I-I, I~lA, and I~2 districts,
signs are subject to the fo owing size and type regulations:
(#298, 10/13/97) (#334,9/13/99)
(a) Within the PZM dB- I districts, the maximum allowable square
footage of sign are per lot shall not exceed the sum of one (1)
square foot per fro t foot of the building plus one (1) square foot
for each front foot f lot not occupied by a building, up to one
hundred (100) sq re feet. Each lot will be allowed one (1) pylon
or freestanding si and one (1) wall sign or two (2) wall signs
total.
(b) For buildings in w 'ch there is one (1) or two (2) business uses
within the B-2, B , B-4, CCD I-I, I-lA, and 1-2 districts, and for
buildings used for ommercial retail activities located within a
PZM district and 1 cated on property adjacent to B-2, B-3, B-
4,CCD, I-I, I-lA, r 1-2 districts, there shall be two (2) options for
permitted signs, as listed below in 2(b)i and 2(b)ii. The property
owner shall select ne option, which shall control sign
development on property.
(#298, 10/13/97) (#334,9/13/99)
i. Option A Under Option A, only wall signs shall be
allowed. The maximum number of signs on any
prin.cipal. uilding shall be six sign boards or placards, no
more tha four (4) of which may be product
identific ion signs. Signs may be displayed on at least
two wall , or equal to the number of streets upon which
the prop has legal frontage, whichever is greater.
Each w shall contain no more than two product
identific tion signs and two business identification signs.
The total maximum area of wall signs shall be
deterroin d by taking twenty percent (20%) of the gross
silhouett area of the front of the building up to three
hundred 300) square feet, whichever is less. If a
principal building is 011 a comer lot, the largest side of
the build ng may be used to determine the gross
siLhouett area.
For purp ses of determining the gross area of the
silhouet of the principal building, the silhouette shall be
defmed s that area within an outline drawing of the
MONTICEl.LO ZONING ORDINANCE
3/55
74
principal 'uilding as viewed from the front lot line or
from the lated public street(s).
---ti; -- m__ -Optil:>n .tJndero-ptionB~acomomattdnofwatrsigns-_m_-
and a m 'mum of one (1) pylon sign may be utilized.
The total number of business identification signs
allowed ( hether wall or pylon) shall be at least two (2),
or equal t the number of streets upon which the
property as legal frontage, whichever is greater. Only
two prod ct identification signs shall be allowed, and
these wal signs may be only on one wall. The total
maximu allowable sign area for any wall shall be
determin d by taking ten percent (10%) of the gross
silhouette area of the front of the building up to one
hundred ( 00) square feet, whichever is less, The
method fi r determining the gross silhouette area shall be
as indica din Subd. 2.(b)i. Above. Pylon signs shall be
regulated as in Subd. 4 below. For single or double
occupanc business structures, the total maximum
allowabl signage on the property shall be three hundred
(300) squ e feet. For multiple occupancy structures, the
total max mum allowable signage on the property shall
be as det 'ned under Subd. 3 below.
(#272,06/26/95) (#230, 06/22/92)
(#247,03/14/94) (#265, 12/12/94)
3. Conditional Uses in Co ercial and Industrial Districts: The purpose of
this section is to provide esthetic control to signage and to prevent a
proliferation ofindivi signs on buildings with three (3) or more
business uses. The City s all encourage the use of single sign boards,
placards, or building dire tory signs.
(a) In the case of a bu' ding where there are three (3) or more business
uses, but which, b generally understood and accepted defmitions,
is not considered shopping center or shopping mall, a
conditional use s 11 be granted to the entire building in
accordance with overall site plan under 'the provisions of
Option A or Opti n B (described in 2 (b) i and ii above) provided
that:
1. The own r ofthe building files with the Zoning
Adminis ator a detailed plan for signing illustrating
locatio~ size in square feet, size in percent of gross
silhouet area, and to which business said sign is
dedicate .
MONTICELLO ZONING ORDINANCE
3/56
75
ii. No tenan shall be allowed more than one sign, except
that in th case of a building that is situated in the interior
of a bloc and having another building on each side of it,
-.-.------..-..". .----..------.,.--. .- .. ------on:e~ign a1tb1f1rttowedonth~dCi1ie sign shall . .--.----.-"--,,..
be allow d on the rear provided that the total square
footage f the two signs does not exceed the maximum
a1lowabl square footage under Option A or Option B
describe in 2(b)i and ii above.
iii. No indiv dual business sign board/placard shall exceed
twenty-fi e percent (25%) of the total allowable sign
area.
iv. An owne of the building desiring any alteration of signs,
sign 10ca 'on, sign size, or number of signs shall first
submit application to the Zoning Administrator for an
amended sign plan, said application to be reviewed and
acted up n by the Zoning Administrator within ten (10)
days of a plication. If the application is denied by the
Zoning dministrator, the applicant may go before the
Planning Commission at their next regularly scheduled
meeting.
v. In the ev ot that one tenant of the building does not
utilize e full allotment of allowable area, the excess
may not e granted, traded, sold, or in any other way
transferr . d to another tenant for the purpose of allowing a
sign larg r than twenty-five percent (25%) of the total
allowabl area for signs.
VI. Any buil ing identification sign or building directory
sign shal be included in the total allowable area for
signs.
vii. Any sign that is shared by or is a combination of two or
more ten ts shall be considered as separate signs for
square Ii tage allowance and shall meet the requirements
thereof.
viii. All signs shall be consistent in design, material, shape,
and me ' d of illumination.
(b) In the case of a b Iding where there are two (2) or more uses and
which, by general y understood and accepted definitions, is
considered to be a shopping center or shopping mall, a conditional
use permit may b granted to the entire building in accordance to
an overall site pIa indicating their size, location, and height of all
MONTICELLO ZONING ORDINANCE
3/57
76
signs presented to e Planning Commission. (#396,7/28/03)
A maximum offiV1 percent (5%) oftbe gross area of the front
- ---- -- --------------sifuouette-shaUa lyto-the--prirrcipai-buiiding(:;) w hl;;l I;; Lhe-----
aggregate allowabl sign area is equitably distributed among the
several businesses. In the case of applying this conditional use
pennit to a buildin ,the building may have one (1) pylon or
freestanding sign i entifying the building which is in conformance
with this ordinanc . For purposes of determining the gross area of
the silhouette of th principal building( s), the silhouette shall be
defmed as that are within the outline drawing of the principal
building(s) as vie ed from the front lot line or from the related
public street(s).
For shopping cente of greater than one hundred fifty thousand
(150,000) square fi et of aggregate building square footage and
greater than twen . (20) acres in site area, two freestanding signs
may be permitted . der this section. The applicant may construct
two pylon-style sig in conformance with this ordinance, or in
the alternative, ma construct one pylon-style and one monument~
style sign. When is latter option is chosen, the monwnent sign
shall be no greater an eighteen (18) feet in height nor more than
one hundred (100) quare feet in area, and the pylon may be no
greater than fifty (5 ) feet in height and four hundred (400) square
feet in area. (#396, 7/28/03)
(c) Signs for promotin and/or selling a development project: For the
purpose of promo . g or selling a development project of three (3)
to twenty.five (25) eres, one sign not to exceed one hundred
(100) square feet 0 advertising surface may be erected on the
project site. For pr ~ects of twenty-six (26) to fifty (50) acres, one
or two signs not to xceed two hundred (200) aggregate square
feet of advertising urface may be erected. For projects over fifty-
one (51) acres, one two, or three signs not to exceed three
hundred (300) aggr gate square feet of advertising surface may be
erected. No dim en ion shall exceed twenty-five (25) feet
exclusive of suppa 'ng structures.
Such signs shall no remain after ninety-five (95) percent of the
project is develope . Such sign permits shall be reviewed and
renewed annually the City Council. If said sign is lighted, it
shall be illuminate only during those hours when business is in
operation or when e model homes or other developments are
open for business p ases.
4. Pylon Sign: The erection f one (1) pylon sign for any single lot is
allowed under the foIlowin provisions:
MONTICELLO ZONING ORDINANCE
3/58
77
(a)
Location: No pylon sign shall be located closer to the property
line than as allowed 'n Section 3-9 [C] 7, In the case ofa comer
lot, both sides fron' g on a public right-of-way shall be deemed
the-front. ------------ ...
(#269, 5/8/95)
(b) Parking Areas, Driv ways: No part of the pylon signs shall be less
than five (5) feet fro any driveway or parking area.
(c) Area, Height Regula ions:
Collector
HEIGHT
FEET
30 25 16
35 50 20
40 100 24
30 50 18
35 100 22
40 125 24
45 150 26
50 175 28
ROAD CLASSIFICATION
Major Thoroughfares
Freeways and Expressways
55 200
and
above
NA 50-
100
32
Highway 25
22
1. In the case f subject property directly abutting State
Highway 25 pylon sign area may range from 50 sq ft to
100 sq ft de ending on total lineal feet fronting Highway
25. 3.03 fe t of pylon sign area is allowed per every 10
feet of line frontage with the following exceptions: 1)
all propertie may erect a pylon sign with a sign area of
50 regardle s of front footage abutting Highway 25, and
2) the maxi urn pylon sign area shall not exceed 100 sq
ft regardless of total lineal footage of property abutting
Highway 25 (#173,4/10/89)
(d) Definitions: Defmiti DS of road classifications apply as defined by
the official comprehe ive plan as adopted.
(e) Application: The Ie 1 at which the sign control system applies is
MONTICELLO ZONING ORDINANCE
3/59
78
determined by the e of road, as defIned above, which directly
abuts the subject pr peTty.
I
-------------i; -------In--the-eas . efs-ubjeet--p-repe-rty-direetly-a-bu-tting--mefe-than- ---------
one (1) ro ,each designated by a different road
c1assificati n type, the less restrictive classification shall
apply in d ennining sign area and height.
ii. Actual si height is determined by the grade ofthe road
from whic the sign gains its principal exposure.
iii. Area as det rmined by the formula under 3 (c) above,
applies to ne (1) face of a two (2) faced pylon sign, or
two (2) fac of a four (4) faced sign. etc.
iv. A bonus a owing "freeway standard signs" (200 sq ft in
area and 32 high) in a commercial or industrial area is
available t all businesses located within 800 feet of a
freeway bu do not abut a freeway.
(1) Electronic Message oards may be allowed in the B-3 and B-4
Zoning Districts and on those parcels within the CCD Zoning
District which have irect frontage on Trunk Highway 25 south of
4th Street, as a part 0 the freestanding or pylon sign display
provided that:
1. The sign c plies in all other respects with the sign
regulations f the Zoning Ordinance.
ii. The sign do s not create a traffic hazard or a nuisance.
iii. The sign do s not flash its message, although continuous
scrolling te t is allowed.
iv. The sign m ets all requirements of the City's Building
and Electri a1 Codes.
v. The sign do s constitute a separate or additional
freestandin sign support structure. The sign must be
otherwise lowed under this ordinance as a pylon sign or
must be a p rt of an allowed pylon sign plan as defined
herein.
vi. The electro . c message board portion of the sign does not
constitute ore than fifty percent (50%) of the allowable
pylon sign ea, or seventy (70) square feet, whichever is
MONTICELLO ZONING ORDrNANCE
3/60
79
Page 1 of2
Propose Sign Location
80
http://l56.99.28.84/servletlcom.esri.esrimap.Esrimap?ServiceN e:CustomParcel&ClientV ersion:3.1 &... 7/20/2006
Council Agenda: 7/24/06
10.
Consideration of Providin
Preliminary Bud2et. (10)
et Process Prior to Develo ment of
A. REFERENCE AND BACKGROUND:
As you may know, staff has begun the pro ess of development of departmental budgets for
2007. In conjunction with this process, so' e weeks ago staff began a comprehensive
review of current operations and made a st at identifying cost saving or efficiency
improvement measures. This extra effort as initiated in response to general Council
direction provided since early in the tenure of the current Council. Identification of ideas
will be forthcoming in conjunction with pr sentation of the draft budget.
In addition, we hope to identify measures f performance that will enable us to track
changes in efficiency or cost/per service 0 er time. These indicators will be added to the
budget and used as a management tool for ouncil decision making in the future.
To assist staff in setting the preliminary bu get, City Council is asked to provide general
direction to Council with regards to expen itures for 2007. Attached is budgetary
information provided by Rick to staff reg ding the process and the current budget situation.
Given the information provided in Rick's emo, please be prepared to provide staff with
direction in the following areas and other eas as you desire.
1. Identify projects of particular impo ance that staff should consider when preparing
the budget. Are there areas ofserv'ce or improvements that deserve attention or
added investments in 200n
2. Identify potential areas for cost red ction. Are there services that you believe could
be scaled back, significantly reduce or eliminated?
3. Identify potential for shifting the m er is which services are funded. Would you
like to explore funding more servic s through user or utility fees versus funding via
property tax?
4. Should we explore new revenue so ces such as development of franchise fee
program paid by Xcel Energy to de elop funds needed to pay for street lighting
improvements?
5. What should be our goals for goals or utilizing increases in tax capacity?
Reduce tax rate and direct staff to i entify potential alternatives for achieving this
goal?
Maintain tax rate using added capa ity to fund existing services at same level and or
increase funding for projects/operafons of particular importance.
81
Council Agenda: 7/24/06
Budget Time line and process input.
In addition to working on the request abov ,please review proposed Council workshop
dates below for conflicts. Identify potenti adjustments to the process that you would like
to see occur. Is Council interested in cond cting a longer more involved review of
department budgets? A more involved rev ew at the"front end'would provide Council with a
better understanding of departmental opera ion requirements/budget requests and perhaps
result in greater efficiency when making p chases.
· July 14th - distribution ofb dget worksheets, 6 month reports, and memo
from Rick W olfsteller.
· July 24th - council meeting: iscuss agenda item outlining budget objectives;
may want to set a prelimina workshop for council (possible date of July 31)
· July 27th - department head orkshop - discuss budget process; provide
resource materials. (2:00 P ).
· Aug 4th - final date for dep ent heads to submit budget worksheets
· Aug 21 st_ Monday regular C meeting date suggested for first budget
workshop (If Council woul like to do a comprehensive budget review
(3.5 hours) a workshop cou d be scheduled for a date of your choosing.
· Sept 11 th - final council meet ng to approve preliminary levy (could be
approved earlier)
· Sept 15th - date that prelimin levy must be certified to County Auditor
· Dec 11 th - council approves fi allevy for 2007
B. SUPPORTING DATA:
Copy of Rick Wolfsteller budget memo.
82
TO:
MEMO
Department Heads, Supervisors, an Staff
FROM:
Rick Wolfsteller, City Administratr
DATE:
July 14, 2006
RE:
2007 Budget Preparation
With summer in full swing, that must mean it is ti e to begin preparation of the 2007 budget
document. The City Council must adopt a prelimi ary 2007 budget and set the tax levy
requirements for next year by September 15. It is ssumed that the new council will want to
review the proposed budget in more detail at one 0 more workshops, so it is important to have
the preliminary budget document available early e ough to schedule sufficient time for not only
the staff to review the information but to also have it available for the Council in sufficient time
to meet the deadlines.
While staff and department heads will need to be orking on the budget worksheets prior to our
council meeting on July 24, we will be asking the ity Council at that meeting to provide the
staffwith any budget objectives they would like to see us work towards and possibly even set up
a preliminary budget workshop meeting on or duri g the week of July 31. While I think we can
all assume that this council will again be looking a ways to keep the budget and resulting tax
levy at a or near its previous amount of $6,750,000 it may be helpful to have the council provide
their objectives prior to compiling the actual preli inary document. In anticipation of council
direction, staff should make every attempt to keep he budget numbers in line with 2006 and
even look for ways to lower items if possible.
To begin with, our 2007 tax levy for debt service r quirements is scheduled to increase by over
$360,000 because of additional debt payments on t e community center and with the new
addition of the 1-94 interchange bond payment. To even keep the debt levy at this amount, we
would have to eliminate a levy that we have had in lace for years relating the wastewater
treatment plant loan in the amount of $582,000 by ssuming that our sewer access fees will cover
this amount in the future. As you can see, even wi out any other cost of living increase within
our operational budget, compared to 2006 we woul be increasing the dollar amount of our levy
by over 5 percent just to cover additional debt pa ent requirements.
At this time, the state has not imposed any levy lim tations on the city for next year. Although
the state doesn't have a limit, we can all assume the ouncil has their own limit in mind. If
current valuation and new construction values are ything like the past few years, we should see
83
2007 Budget Preparation - Page 2
our tax capacity values increase 8 to 15 percent w ich means that we could actually raise 8 to 15
percent in actual dollars and still not increase taxe for the citizens. Although it is too early to
tell what the total budget requirements might be, I hink it is safe to assume that the council will
not want our tax capacity rate to be higher than las year but possibly even lower. To accomplish
that goal, and considering the fact that debt service needs to increase the dollars by 5 percent,
other operational increases could not exceed 3 to 5 percent on an average if we want to keep the
tax capacity rate the same.
Attached you will find budget worksheets that pert in to your individual department or funds.
As in the past, there will be some items that I will e preparing, such as depreciation and health
insurance costs, along with an estimate of salary a benefit allocations for most departments. In
regards to salaries and benefits, please note if there are any additional positions you are
requesting; otherwise I will have that information f1 r those line items and you do not need to
complete those sections. If you are changing seaso al or part-time employees or anticipate an
increase in those categories, please note those on th worksheets for me.
Also attached to the worksheets are copies of the fi st 6 months expenditure guidelines with
more details that may be helpful for you to determi e what expenditures have taken place so far
within your budgets. If anyone would like a copy 0 last years budget worksheets as a reference,
please let me know and I can get them to you.
At this time, I am requesting that all budget worksh ets and documents be returned to me by
Friday, August 4 by 4:30 pm to allow adequate tim for the finance department to assemble and
complete the preliminary budget document that the ouncil could begin to review by end of
August. At this time, it would be my intent to ass ble a preliminary budget document and
review with staff and department heads prior to dist 'buting the budget to the council for their
first workshop. This additional time would allow u to make modifications, if necessary, before
the council sees the first draft.
If anyone has capital outlay items that you would li e to include in the 2007 budget, but do not
have a department worksheet to complete, simply In e a list ofthe items, i.e. furniture,
equipment, etc., and return the list to me. I will see hat it gets incorporated into the proper
department budget. As a reminder, any capital outl. item should be identified as to exactly
what is being proposed, i.e. new pickup truck, new c mputer, lawn mower, etc., so a list can be
prepared for the budget document. It is also recom ended that you keep a list detailing the
items that make up the budget line item amounts for services and charges that you insert on your
budget worksheets.
If anyone has questions regarding the budget works ets or a specific expenditure, please contact
me or someone from the finance staff for more info ation. Your cooperation is needed in
completing the budget worksheets as soon as possibl so that we can keep on schedule on having
our first workshop towards the end of August. Pleas note that there are plans for a department
head meeting the last week of July with an opportuni y to ask questions about the budget.
Attachments: Budget worksheets
Expenditure guidelines
84
Council Agenda: 7/24/06
11. Consideration of authorizin Madden an Associates to revise Ci
personnel ordinance (10)
A. REFERENCE AND BACKGROUND:
In an effort to enhance personnel administra ion staff is requesting that Council consider an
expenditure of $4,500 to $8,000 for the purp se of making revisions to the personnel policy
and personnel ordinance. This cost estimate was provided by Susan Hansen based on a
detailed review of inconsistencies prepared y Dawn Grossinger. The revisions are necessary
to eliminate redundancy and conflicts betwe n the two documents. As part of this process,
the documents will be updated to achieve co sistency with state and federal rules governing
personnel management and practices. Final y, additional provisions will be added or clarified
to reflect current practices and it is possible hat new provisions will be incorporated as
needed. Please note that all amendments to oth documents will be reviewed by the
Personnel Committee and ultimately review d for adoption by the full City Council. This is
an ''unbudgeted item" that would need to be funded via city reserves.
This is a housekeeping matter that is long 0 erdue. Updating these documents, though
somewhat costly, will result in improved cl 'ty and efficiency when dealing with personnel
matters, It is expected that this improveme t to our personnel administration documentation
will ultimately result in a cost savings in the long run.
B. ALTERNATIVE ACTIONS:
1. Motion to authorize Frank Madden an Associates to work with staff and Personnel
Committee in revising and updating Per onnel Policy and Personnel Ordinance. Cost of
project to range from $4,500 to $8,000.
2. Motion to request that staff request pr osals from other consultants capable of revising
personnel administration documentatio
The range provided by Susan Hanson fr m Frank Madden and Associates appears
reasonable and she is very capable of co pleting this project successfully and on a timely
basis, however, Council has the option . f asking other firms for a quote.
3. Motion to deny immediate authorizatio but place consideration of this project in the 2007
budget.
3. Motion to deny authorization to Frank adden and Associates to work with staff and
Personnel Committee in revising and up ating Personnel Policy and Personnel Ordinance
C. STAFF RECOMMENDATION:
Selection of Alternative #1 will allow staff 0 get moving quickly on a project that is long
overdue. However, if Council so desires, ouncil may wish to take a more deliberate
approach and select Alternative #2 or #3.
85
Council Agenda: 7/24/06
D. SUPPORTING DATA:
Copy of report from Dawn Grossinger idenffying current inconsistencies between Personnel
Policy and Personnel Ordinance.
ffi
MEM
MONTICELLO
TO:
Rick Wolfsteller, City AdmiJ'l~..t ator
Dawn Grossinger, Deputy Cit~ 'lerk &.-:;,
FROM:
DA TE:
November 2,2000
RE:
Revisions to Personnel PolicYI
The City currently has both a personnel policy and < ipe sonnel ordinance. Unfortunately they arc not
in agreement on all provisions. It is my understundil~g hat it is not required to have both documents
but if the City does want both, can the City have a pqrs nnel ordinance that would adopt the personnel
policy by reference rather than list all the provisions ~h t are also contained in the personnel policy.
That would mean there \vould only be one documentl th' t would have to be updl.lted if personnel
procedures change.
As it is now there are some provisions in the ordinance hat are not in the policy and some provisions
in the policy that are not in the ordinance. These inc~ud : 1) Citizen requirements: 2) Age
requirements: 3) Veteran's Prelerence; 4) EmployeeSj w 0 are related to each other: 5) Physical &
Mental Fitness; 6) Qualification requirements; 7) Pr0!vis'onal appointments; 8) Leave of absence
without pay: 9) Resignations; 10) Solicitations and 'ller may be others. I don't know which of these
you feel should be incorporated.
Attached is a draft of a personnel policy. The areas al:ld d arc in bold. There are some areas that you
may want to discuss with the Personnel Committee 0t ot er staft' as to whether any or all of these areas
should be included. Also no changes were made to d~CU ulated sick leave/vacation provisions.
Although these were discllssed. I did not find any ofhciul action on changing this provision. This is
another item that will need to be discussed by the Pcrpo ncl Committee:
PROVISIONS TO BE CONSIDERED FOR INC. U. ION IN THE POLICY:
1. Dat" Practices Advisory - The Plymouth persbl1l el policy has this section. It basically states
that employees may be asked for int()rmation tha is classified by law as private or contidential
and it explains ho\\/ the city may use that inton-no. ion. (Page I-I of Plymouth Personnel Policy)
2. Are physical exams required for any of tile citv p sitions such as in the Public \Vorks
Department? Ifso should that be included in dle olicy. Although the city has an Akohol and
Drug Testing policy there is no reference to it In t1e personnel policy. Is this something thut
should be referenced? (Page II-I of Plymouth per onne! Policy)
Monticello City Hall. 505 Walnut Street, Suite J. Monticello. M. 55 62-8831 · (763) 295-2711 . Fax; (763) 295-4404
Oftice of Public Works. 909 Golf Course Rd., Monticello, ,N 5 362. (763) 295-3170 . Fax: (763) 271-3272 'Ol
Rick Wolfsteller
November 3.2000
Page Two
3. The Plymouth Personnel Policy in Section 3-1 I to 3~1-3 spells out who is eligible for
employee benetits; that employees represented by a bargaining unit are not eligible for benefits
other than those covered within the bargainmg greement; and reserves the right of the city to
change or modify employee;: benefits. Would t is be appropriate to add?
4. Some personnel policies allow the employees t donate vacation/sick leave to another
employee. Is this something the Personnel <I'o mittee "vmlld want to consider?
5. The city does have a deferred compensation nl< 1 that its employees can utilize. Should this be
referenced in the policy.
6. On page 6 of the city's personnel policy #2 it sates. "The employee shall be considered a
regular employee of the City upon ol1icial ndtif cation by employer that the probation period
has ended:' Does we really do this? In #4 dn tle same page. it says "Supervisors shall attempt
to conduct performance evaluations at regulnr iltervals:' Is regular a specitic enough term to
use here?
7. On page 7 Section VIII Residency. There is no eference that the Public Works employees
must reside within a certain response time to [he work place. Should that be included?
8. Page 18 of the personnel policy requires that hll 'ull-timc employees be required to retire upon
reaching the age of 65. I don"t believe the city an require a retirement age for employees
except maybe the police or firefighters.
9. On page 18. it states that all accidents involviog 'ity equipment would be reviewed by a
review board and it sets out procedures for the r view board to use. Is that actually done?
10. Page 20 - Telephone usage. If the city still wunt to keep this provision in. they might want to
expand it to cover the e-mail technology as w~11.
t I. Under XXI DISCIPLINE (page 20). Should the e be additional elaboration on the procedures?
The Plymouth Personnel Policy gets fuirly dethil d and I.::ven states that each appeal must be in
writing and \vhut information the appeal mUSl co tain. (See Plymouth Personnd Policy 4-5)
12. 51. Michud has a provision that spdls out what t e city \vill reimburse the cmployee for
conferences and seminars. Is there;: any interest i adding that provision to our policy?
13. St. Michael's personnel policy also includes prp,-, sions tor employees receiving any girts from
individuals or tirms having any kind of relutin'iship with the city. They also detine a contlict
of intcrest and activities or situations emplo)' cfS re restrictl:d Irom because they would be
a contlict of interest. Is this something the Pefs nnel Committee feels should be included?
88
Rick Wolfstellcr
November 3, 2000
Page Three
J did not include in the personnel policy the follow'n items that were covered in the personnel
ordinance: I) Relationship to other city personnel; Q) isting of reasons for dismissal; 3) Solicitation
by city employees; 4) The combining of the duties bf he Clerk-Treasurer and Administrator; and
5) Veteran's preference. If the Personnel Committte eels any of these should be included. they can
be added.
Is it the intent that the city' s personnel policy wi II ~e definitive document that addresses all possible
concerns or is more just a basic olltline with city st~ff nterpreting things not specifically addressed in
the policy? If it is meant to be fairly comprehensiv;. t en the Personnel Committee may want to
make additional revisions to the policy covering some of the items noted above. The revised
personnel policy that is attached is pretty bare bone. . et me know what provisions YOll feel should be
added or deleted. .
Attachments: Revised Personnel Policy
Sections of Plymollth/St. Michael Persol nel Policies
89
12. U date on TH 2S and River Street si al s stem removal and TH 25
corridor traffic analvsis. (BW)
A. REFERENCE AND BACKGROUN
This item is for informational purposes nly, though staff would welcome any
input the Council has to offer in regards to preparing a TH 25 corridor study.
At the City Council meeting on 6/12/06 he City Engineer was authorized to
investigate the removal of the existing s'gnal system at TH 25 and River Street
and any related intersection geometric odifications. In addition, Council
requested staff to consider the systemati effects to traffic along the TH 25
corridor from 1-94 to the Mississippi Ri 'er as related to these modifications.
Several informal traffic counts have sin e been conducted at TH 25 and River
Street to allow staff to better understand the directional movements and the
volume oftraffic using this intersection uring peak hours. Staff has also been
investigating possible geometric treatme ts that can be used to deter, eliminate
or reroute traffic at this intersection.
The City Engineer plans on presenting a proposal to the City Council in late
August. This proposal will:
· Examine potential issues and ou comes associated with modifying or
removing the signal system at T 25 and River Street.
· Explore various geometric modi lcations that could be applied at or near
this intersection to control traffi better, regardless of whether the signal
system is left in place or not. T ese modifications will include those as
proposed during the Police Com ission meeting on May 17, 2006, as
well as new ideas.
· Provide estimated costs associat d with signal system modifications or
removal, as well as each of the eometric modifications explored.
· Provide recommendations to the Council as to whether the signal system
should be removed, modified or left as is, and which ofthe geometric
modifications studied are reco ended, if any
The estimated costs for preparing a com rehensive traffic study along the TH 25
corridor from Chelsea Road to CR 11 c also be presented to the Council in
August should the Council wish to study this issue in more detail.
Modifications can be made to the interse tion of TH 25 and River Street at any
time, pending City Council approval. T is is because the operation ofthis
intersection will not be affected signific tly by the opening of the interchange
at CSAH 18 and 1-94. However, should e Council wish to authorize a
comprehensive traffic study of the TH 2 corridor it would be best to wait until
well after the new interchange at CSAH 8 and 1-94 opens to allow meaningful
traffic data to be gathered. This is becau e it will take a month or two after the
interchange opens for drivers to determi e the route that works best for them.
90
Council Agenda: 7/24/06
13. Consideration of rovidin staff direction in re
Kiellbere Mobile Home Park. (JO)
A. REFERENCE AND BACKGROUND:
Brian Southwell representing Kjellberg Wes Mobile Home Park met with staff regarding a
potential request for 80 mini-storage comp ents to be constructed on the trailer park
grounds and intended to serve park residents Prior to completion of application materials,
it is requested that Council provide expec ations with regards to the necessity of
upgrading the mobile home park to matc zoning district regulations in conjunction
with development of the mini-storage fac. .ty. As you know there are aspects ofthe
Kjellberg West facility that are not consisten with regulations governing mobile home parks.
These non-conforming conditions are allowe to continue because they pre-date the current
ordinance governing operation ofthe Mobil Home Park and thus are "grandfathered" in.
The code does require that at time of expans'on of use, Council does have the latitude to first
require that non-conforming conditions be c rrected. The applicant's decision as to whether
or not to pursue development of the mini-sto age will likely be affected by Council direction
in this regard.
Attached is an excerpt from the city code tha identifies regulations governing mobile home
parks. There are likely to exist lawful non- onforming conditions associated with regulations
that have been highlighted in the attachment. If Council so desires, a detailed survey of all
non-conforming conditions can be provided.
To summarize previous action by Council re ating to the park, a number of years ago, at the
East Park, a storage building was allowed to e constructed by conditional use permit even
though the entire East Park was not required 0 come up to code. A recent request for a
accessory maintenance building at the West ark was not approved. At that time, Council
requested an inventory and potential upgrad ofthe mobile home park prior to approval.
B. ALTERNATIVE ACTIONS:
1. Motion requesting that staff complet a detailed inventory of non-conforming
conditions and require that the mobil home park be brought up to code in conjunction
with an application for a CUP allowi g development of a park user mini-storage.
2. Motion to table providing specific di ection at this time and request that staff complete
a detailed review of current conditio s and provide a report to Council accordingly.
At such time Council will determine 0 what extent the existing park will need to be
brought up to code.
Under this alternative staff would ned to visit the site and complete a detailed review
of the site noting all instances of viol tion of standards. Staff would be checking for
lawful and unlawful violations to set ack, building code, and other performance
standards listed in the code.
3. Motion to accept an application for a UP allowing development of a park user
mini-storage without the requirement that non-conforming conditions be corrected.
91
Council Agenda: 7/24/06
C. STAFF RECOMMENDATION:
Alternative 1 would be the selection most c nsistent with previous City Council action.
Although development of a mini-storage fa 'lity for use by residents would likely improve the
operation and livability ofthe mobile home ark, Council may wish to withhold consideration
of an application without a complete review and associated upgrade of existing conditions.
D. SUPPORTING DATA:
Excerpt from zoning code regulations gove ing mobile home park operation. Areas of
potential nonconformity noted.
92
CHAPTER 9
"R.4" MOBILE HOME P
SECTION:
9-1: Purpose
9-2: Permitted Uses
9-3: Permitted Accessory Uses
9-4: Conditional Uses
DISTRICT
9-1: PURPOSE: The purpose of the "R-4" bile home park district is to provide for
mobile home users and directly related u es,
9-2: PERMITTED USES: The following are permitted uses in an "R-4" district:
[A] Mobile home park (independent r dependent)
1. General Provisions:
(a) No mobile home r residential purposes shall be permitted on
any site within the city of Monticello WIless said site is part of
an approved mobi e home court or unless it is located on land
purchased by the obile home owner served by utilities as
required by state I w, and such land has been, prior to passage
of this ordinance, pecially developed and formally platted for
the placement of obile homes.
(b) Mobile homes sha I not be used for residential purposes in the
city if they:
i. Do not co form to the requirements oftbe Vehicle
Code ofth State of Minnesota.
~
~
11.
Are in an sanitary condition or have an exterior in
bad repair.
iii.
Are struct ally unsound and do not protect the
inhabitants against all elements.
iv.
Do not ha adequate sewage facilities as required by
the City C WIdl in accordance with Pollution Control
Agency re lations.
MONTICELLO ZONING ORDINANCE
911
93
(c) All land areas shat be:
~
~
+
Adequatel drained.
1.
ii.
Landscape to control dust.
ee from refuse, garbage, rubbish, or debris.
111.
(d) No tents shall be sed for other than recreational purposes in a
mobile home park
( e) There shall be no utdoor camping anywhere in a mobile home
park.
(f) Access to mobile orne parks shall be as approved by the City.
(g) All structures (fen es, sidewalks, roads, storage, cabana, or
other) shall requir a building permit from the Monticello
Building Inspecto .
~
The area beneath mobile home coach shall be enclosed except
that such enclosur must have access for inspection.
(h)
(i) Laundry and clot ng shall be hung out to dry only on lines
located in Council approved areas established and maintained
exclusively for th purpose.
G) Where the mobile orne court is dependent, it shall have an
adequate central c mmunity building with the following
features:
i. . ng areas and machines
ii. Laundry w shing machines
iii. Showers
iv. Public toil ts and lavatories
Such buildings sh 11 have central heating and be maintained in
a safe, clean, and anitary condition.
*
Site Plan Requirements:
2.
(a) Legal description d size in acres ofthe proposed mobile
home court.
(b) Location and size f all mobile home sites, dead storage areas,
recreation areas, 1 undry drying areas, roadways, parking sites,
MONTICELLO ZONING ORDINANCE 9/2
94
*
~
and all setback di ensions (parking spaces, exact mobile home
sites, etc.).
(c) Detailed landscap ng plans and specifications.
(d) Location and wid h of sidewalks.
(e) Plans for sanitary ewage disposal, surface drainage, water
systems, electric a service, and gas service.
(f) Location and size of all streets abutting the mobile home park
and all driveways; om such streets to the mobile home park.
(g) Road constructio plans and specifications.
(h) Plans for any and 11 structures.
(i) Such other inform tion as required or implied by these mobile
home court stand ds or requested by public officials.
(j) Name and address of developer or developers.
(k) Description of the method of disposing of garbage and refuse.
(1) Detailed descripti n of maintenance procedures and grounds
supervISIOn.
(m) Details as to whet er all of area will be developed at once or
whether it will be eveloped a portion at a time.
3. Design Standards:
(a)
Site:
i. Each mobi e home site shall contain at least four
thousand ( ,000) square feet of land area for the
exclusive se of the occupant.
Width: N less than forty (40) feet.
Depth: No less than one hundred (100) feet.
ii. Each mobi e home site shall have frontage on an
approved r adway and the comer of each mobile home
site shall b marked and each site shall be numbered.
(b)
Setbacks:
1. No unit shll be parked closer than five (5) feet to its
side lot lin s. not closer than twenty (20) feet to its front
lot line, or ithin ten (10) feet ofits rear lot line.
MONTICELLO ZONING ORDINANCE
9/3
95
'* (c)
~
~
MONTICELLO ZONING ORDINANCE
ii. No unit, of street parking space, or building shall be
located wit in thirty (30) feet of the exterior bOWldary
of any mob'le home court.
Parking:
1. Each mobil home site shall have off-street parking
space for 0 (2) automobiles.
11. Each mobil home shall maintain a hard surfaced off-
street parki . g lot for guests of occupants in the amount
of one (1) s ace for each five (5) coach sites.
Hi. Access driv s offroads to all parking spaces and coach
sites shall b hard surfaced.
(d)
Utilities:
1. All mobile omes shall be connected to a public water
and sani sewer system or a private water and sewer
system app ved by the State Department of Health.
ii. All installat ons for disposal of surface storm water
must be ap roved by the City.
iii. All utility c nnections shall be as approved by the City.
iv. The source ffuel for cooking, heating, or other
purposes at ach mobile home site shall be as approved
by the City.
V. All utilities hall be underground; there shall be no
overhead w res or supporting poles except those
essential fo street or other lighting purposes.
Vi. No obstruct on shall be permitted that impedes the
inspection fplumbing, electrical facilities, and related
mobile ho e equipment.
V11. The metho of garbage, waste, and trash disposal must
be approve by the City.
Vlll. Owner shal pay any required sewer and connection fees
to the City.
(e)
Internal Roads and treets:
1.
Roads shall be hard surfaced as approved by the City.
9/4
96
Council Meeting -07/24/2006
14. Consideration of Cost Estimate and Sche atic Drawin for Placin Swans on the
Water Tower. (lS.)
B. REFERENCE AND BACKGROUND:
At the last council meeting, the City Council request d that the Public Works Director look in to
replacing the 2 Monticello logo's on the new water ower with a picture or drawing of a swan.
The name Monticello was to stay in place in 2 locatio s. I contacted Mark Rolfs with Boonestro,
the Project Engineer for the water tower project, the ollowing day and asked him to check in to
the cost of making a change in the logo. He discusse this with the contractor and the contractor
indicated he would not price the change until we got im a drawing or photo of the swan and the
background we wanted. Mark indicated, howe er, that based upon his experience, the
production of the logo artwork and full size stencil is about $5,000.00 and the stencil for the
logos on Monticello's water tower are complete at t is time, Therefore, we can assume that if
the artwork and or stencils are not more complex t an the logo it would cost us approximately
$5,000.00 to change.
Rather than select a swan photo and send it directl to Mark and the contractor for pricing I
thought it would be more appropriate at this time to ave the council select the artwork or photo.
In order to keep it relatively simple, I searched for p otos or drawings that showed a single swan
on the water or in flight with good definition and a d ker background than the color of the water
tower, I have included the selection of those photo for your review. We do not have a lot of
time to get this completed as the tower painting wil begin shortly and it will take some time to
reduce a drawing or a photo to a stencil to be used b the painters. It is suggested that if you still
wish to have the swan we select one of these phot s and give a price range for which you are
willing to spend to change from the logo to the sw . We can then have it priced and make a
decision immediately as to whether to have the work done or not.
B. ALTERNATIVE ACTIONS:
1. The first alternative would be to review the closed photos and select one for pricing by
the contractor and if it is within the range of price given, we will move forward with the
swan. If it is above that price range, we wi 1 not move forward and switch back to the
Monticello logo.
2. The second alternative would be take as uch time as you wish to select the swan,
possibly holding contest amongst the citie citizens, this would cause a delay to the
painting of the logo and would most likely rei ult in an exurbanite price for remobilization
to paint the logo.
3. The third alternative would be to stay with the existing Monticello logo's on the water
tower.
C. STAFF RECOMMENDATION:
The only recommendation made by staff at this ti e is to not delay the project or remobilize
such as outlined in alternative 2. Cost can be sign'ficant as the tower will be totally contained
for the painting operation.
97
Council Meeting - 07/24/2006
D. SUPPORTING DATA:
Copy of various photos of swans. (May be delivered separately from agenda)
98
Council Agenda: 7/24/06
15. Consideration of terms of sale of remna t arcel of land resultin from re-ali nment of
Otter Creek road - Tom Holthaus (10)
A. REFERENCE AND BACKGROUND:
Staff is in process of completing the develo ment agreement governing the Pineview Plat.
As you may know, transfer ofland to the d veloper will be required in conjunction with the
westerly shift/realignment of the Otter Cre k Road. This realignment was needed to create a
safer 90 degree intersection. The land that is available due to the shift, plus additional land,
is intended to be transferred to the develop r thus enabling creation of the 5th lot. The cost
to purchase the land to the City was $2.75 er square foot. The City purchased 2,596 square
feet at a total cost of$7,139. The amount fland expected to be transferred to create the 5th
lot is 5,011 square feet. If the City charges t the same rate it paid, the developer would need
to pay the City $13,780 for the land neede to create the 5th lot. If the City were to simply
recover the cost to purchase land for reali ent, the cost to developer would be $7,139. At
this time the City has not formally vacated he Otter Creek Road right-of-way.
During previous formal discussion on this atter during the decision relating to platting/lot
width variance, staff recollects that Counci was going to consider asking the developer for
compensation, however the amount was ne er identified.
The developer has expressed that one of th economic factors encouraging redevelopment of
the site and associated demolition ofthe co venience store was the expectation that the
remnant parcel would be provided to the d veloper at no cost. Unfortunately, financial
information is not available to substantiate e need to obtain the remnant land at reduced
cost. Due to the size of the remnant parce which is undevelopable, the parcel has little
value to the City if not attached to the adja ent plat.
B. ALTERNATIVE ACTIONS:
1. Motion to approve sale of subject 1 d to developer at a rate equal to the cost paid
by the City ($2.75/Square foot) to ealign Otter Creek road. Total cost of the land
under this option is $13,780. Pleas note that the price paid by the City although
reasonable may not represent the" oing rate" as the City typically ends up paying a
premium for land when needed for oad realignments.
2. Motion to approve sale of land at a flat amount equal to the amount paid by the City
to shift the road ($7,139)
2. Motion to approve sale of subject I d to developer at a rate less than Alternative #1
or #2 above based on the finding th t the addition of this land to the plat at a reduced
rate contributed toward financial vi bility of a redevelopment project.
C. ST AFF RECOMMENDATION:
Council should set a value that it believes is appropriate considering the nature of the project
and associated conditions. Factors to cons der include the price paid for land to realign
Otter Creek road as well as added project osts associated with redeveloping the site.
99
Council Agenda: 7/24/06
D. SUPPORTING DATA:
Plat information showing land transfer.
100
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VACAnON EXHIBIT
101
Council Meeting - 07/24/2006
16. ort in Consideration of Acce tance.
(1.S.)
A. REFERENCE AND BACKGROUND:
Each year the City inspects the condition of the boul vard sidewalks and those sidewalks located
on our property throughout the community. Thi is usually completed during the summer
months so that adequate time is made available for e City and/or property owners to take care
of the needed repair of the sidewalks. For sidewalk located on the "grid" the City will repair or
replace up to 2 sidewalk panels per property at n cost to the property owner. The "grid"
sidewalk is recognized as an area serving more than just the local neighborhood. Additions and
subtractions to the "grid" are approved by City Co ncil. Many of the sidewalks on the "grid"
were constructed using 75% City money and 25% assessment to the property owner. If any
sections of the sidewalk on the "grid" are in need of otal replacement the City would again share
in the cost to replace those sidewalks at the 75% / 25 Yo rate.
This year we had 49 panels that need maintenance r repairs and many that need monitoring for
the future as they could become candidates for rep ir or replacement. In addition, we have 9
panels to be replaced at various locations. Most of t ese are for sidewalk on the "grid" and are 2
panels or less and the City is taking steps to r lace these panels. There are a couple of
replacement locations that are off of the "grid" and ity staff will be dealing with those property
owners to have them make those necessary repairs Should those repairs not be made by the
property owners, we will bring them back to you a a later date to set a public hearing to order
the repairs.
The sidewalk grinder purchased last year has worke well in reducing trip hazards and it will be
put to work this summer on many of the vertical rise and trip hazards shown in the report.
B. ALTERNATIVE ACTIONS:
1. The first alternative would be to review the report and accept it as drafted. No changes
are proposed to the standard specification for which the inspection, maintenance and
replacements are done.
2. The second alternative would be to review the report and request changes prior to the
acceptance by the City Council.
C. ST AFF RECOMMENDATION:
It is the recommendation of the Public Works Dir ctor and Street Superintendent that the City
Council reviews the report and accept it as outlin in alternative 1. City staff will then move
forward with correcting the problems noted in the r ort.
D. SUPPORTING DATA:
Copy of 2006 Annual Sidewalk Inspection Report.
102
MONTICELLO
. .
v.tIIt
20 6
ANNUAL S DEW ALK
INSPECTIO REPORT
Completed: July 18, 2006
By: Karen Ludvigson
2006 ANNUAL SIDEWALK NSPECTION REPORT
TABLE OF C NTENTS
ITEM
PAGE
Sidewalk Inspection Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Summary ......................................................... 5
Repair and/or Maintenance Items .., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
2006 Sidewalk Reports .............................................. 9
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_ PAGE 2 OF 20-
CITY OF MONTICELLO
SIDEWALK INSPECTION CRITERIA
I. DEFINITION
A pedestrian walkway (either bituminous 0 concrete) is a smooth, continuous, horizontal
plane generally 4' to 5' wide, parallel to curb r street driving surface in both boulevard width
and vertical height with a cross-slope of2%to 4% to promote water drainage. It should be
free of hazards to pedestrians, bicyclists, d snow removal equipment such as, but not
limited to, cracks, settlements, protrusions both horizontal and vertical, such as heaved
panels (whole or partial), tree limbs, and verhangs. There should be pedestrian ramps
where sidewalk meets curb on all new and ajor restoration construction.
II. RECOMMENDATIONS FOR MAINTE ANCE AND CRITERIA FOR REPAIR OR
REPLACEMENT
A. Recommendations for Maintenance
1. Drainage
Property owners will be enc uraged to maintain drainage from the sidewalk
areas and will be notified w en poor drainage is observed during the annual
inspections.
2. Small Cracks and Holes
Such defects larger than 1/ "but less than 3/4" will be recommended to be
sealed or patched using app oved materials. This will increase the longevity
of the sidewalk.
3. Overhangs and Hazards
Property owners will be ask d to correct any temporary hazards such as signs,
mail boxes, tree branches, r rocks or debris on the sidewalk or in the path of
a pedestrian which could c use a trip, fall, or head injury.
B. Cause for Repair or Replacement
1. Any vertical sharp rise in sidewalk panel over 1/4" in height which could
cause a person to trip or c uld catch maintenance equipment shall be cause
for replacement of the pan 1.
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I
2. Any section of a sidewalk wh~ h has settled so as to collect water shall be
replaced or repaired by jackin (when feasible).
3. Any holes exceeding 3/4" in di eter and any cracks exceeding 3/4" in width
and more than 1/4" deep shall e repaired using approved materials.
4. Any sidewalk panel having a eries of wide cracks and holes so as to make
repairs not practical shall be r placed.
5. Any sidewalk panels with sh crowns or heaving which could cause a trip
or fall when the sidewalk is et or slippery shall be replaced.
1. Any sidewalk replaced shall 0 nform to standard specifications for sidewalk
construction as recommende by the City Engineer.
6. Any sidewalk panel that is eeling or spauling so that loose material is
consistently found on the sur ce shall be replaced.
C. Replacement of Sidewalk
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_ PAGE 4 OF 20 -
CITY OF MONTICELLO
SIDEWALK REPORT 2006
SUMM RY
The 2006 Walk-through inspectio of the on-grid and off-grid
sidewalks was completed on Jun 1 - June 30, 2006 by Karen
Ludvigson.
In summary, there are 9 panels to emove and replace. There are
49 panels to be repaired and the r st of the report is dedicated to
the locations which need to be mo itored for future movement or
continued disintegration.
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ACTION CODE
R = REPAIR
INDEX X = REPLAC
NEEDED
2006 REP AIR/MAINl "'ENANCE
REPORTS
ITEM PAGE REPAIRS AND/OR ACTION
NO. SIDEWALK SECTION NO. MAINTENANCE ITEMS CODE
3. BROADWAY EAST (SOUTH SIDE) 12 -Fill ~ ap btwn 2 spauled panels @ 512 E Broadway R
RAMSEY - WRIGHT
4. BROADWAY EAST (SOUTH SIDE) 12 - Re~ air 3/8" lip between new panels & old in front R
WRIGHT. NEW of 42 E. Broadway.
- 1" II @ ped ramp SE corner of New & Broadway R
7. BROADWAY EAST (SOUTH SIDE) 12 - 3/8" lip by gate valve, Y. way down block on E. R
CEDAR - PINE (T.H. 25) Broadway.(Old Muller Theater)
8. BROADWAY EAST (NORTH SIDE) 12 - 148 E Broadway (Barber Shop) 3/8" lip btwn agg & R
PINE (T.H. 25) - CEDAR mainll ne R
-DrivE way on E Broadway btwn 148 & the Zoo -
spaulad R
-106 Broadway SE Corner- Spauled, also ped
ramp
9. BROADWAY EAST (NORTH SIDE) 12 - In fr nt of Red's, right next to road (blvd), spauled R
CEDAR - PALM & cra ked
10. BROADWAY EAST (NORTH SIDE) 12 -313 Broadway - 8 and Y. spauled panels R
PALM - NEW
18. BROADWAY WEST (SOUTH SIDE) 13 -7/8" ip in panel with exposed aggregate. Near 2 R
LOCUST - WALNUT trees north of West Broadway (west side) of Walnut
St
-3/8" ip @ 2?? W Broadway (next to Salon) near
curb y opening btwn bldgs and curb. R
20. BROADWAY WEST (NORTH SIDE) 13 - 3/8" lip @ 144 W Broadway (near curb) exposed R
PINE(T.H.) - PINE aggre ~ate
21. BROADWAY WEST (NORTH SIDE) 13 -Fill c ack at 243 W. Broadway. R
WALNUT - LOCUST -Fill c ack in front of 225 W. Broadway R
-Fix p nel with 5/8" lip at corner of Walnut & W
Broac way (near 201 W Broadway) R
22. BROADWAY WEST (NORTH SIDE) 13 -324 V Broadway 3/8" lip & cracked dwy panels R
LOCUST - LINN
24. BROADWAY WEST (NORTH SIDE) 13 -Hole need filling in front of 549 W. Broadway. R
MAPLE - MINNESOTA -531 V. Broadway -Replace 2 spauled panels. X
-519 V. Broadway - Replace 2 cracked panels in
drwy X
31. MAPLE STREET (WEST SIDE) 14 -Grim 1/2" lip north of tracks behind scrubs, in front R
4TH - RR TRACKS of gar ge, 4?? Maple St
38. WALNUT STREET (EAST SIDE) 14 -3/8" I P on a couple of panels @ Snyder's R
3RD _ 4TH -Grin< panel by tree, intersection of Walnut and 4th R
SI. Y. lip
38a. WALNUT STREET (WEST SIDE) 14 -Rep< ir 2 panels North of tracks, 1 W' X 8" long gap R
3RD _ 4TH (sunn fresh)
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GE 6 OF 20 -
ITEM PAGE REPAIRS AND/OR ACTION
NO. SIDEWALK SECTION NO. MAINTENANCE ITEMS CODE
41. WALNUT STREET (EAST SIDE) 14 -Fill crac s near Dino's Deli south west corner R
BROADWAY WEST - 3RD grind %" lip seven panels south of Dino's driveway R
to be monitored.
44. PINE STREET (T.H. 25) WEST 14 _ NW co ner of 25 & 75, the electric box is a tripper R
SIDE & there's a big crack. R
RIVER - BROADWAY - A spau ed crack in the same location.
_ Lightin wires are hanging out of a light pole (at R
the botte m) R
- SW co ner of 25 & River St 3/8" lip in the pad
ramp
45. PINE STREET (T.H. 25) WEST 15 - Small \ oid near CB (near alley) R
SIDE
BROADWAY - 3RD
48. PINE STREET (T.H. 25) WEST 15 -Remov and replace south ped ramp at entrance X
SIDE to Town Centre on Hwy 25. Not done
5TH _ 6TH
50. PINE STREET (T.H. 25) WEST 15 _ Grind) anel with 3/8" lip @ electrical hatch 9th R
SIDE panel S uth from 7'h St.
7TH - 1-94 BRIDGE
56. PINE STREET (T.H. 25) EAST SIDE 15 -Grind p nel with 1" lip on the south side of the 1 ST R
RR TRACKS - 4TH MN Bani driveway.
59. PINE STREET (T.H. 25) EAST SIDE 15 - Large unken area next to sq. utility hatch. X
BROADWAY - RIVER
59a. PINE STREET (T.H. 25) EAST SIDE 15 _ Also large sunken area along south side of River X
BROADWAY - RIVER St.@S corner of Hwy 25 & River St..
59b. PINE STREET (T.H. 25) EAST SIDE 15 _ Large ap at driveway going into the WorkForce X
BROADWAY - RIVER Center 'long X 6" wide X 1" deep.
60. CEDAR STREET (WEST SIDE) 15 -Crack II the following panels - R
BROADWAY E. - 3RD 6.7,9,1 .16,17,18,19.22nd from Broadway. Small
chunks Dut of walk. Spauling
65. 3RD STREET (SOUTH SIDE) 16 - Repai wide gap between 2 panels. Cracked & R
PINE (T.H. 25) - CEDAR spauled panels near Pine St
67. 3RD STREET (SOUTH SIDE) 16 -Repair wide gap. spauled panels, & tripper by R
PINE (T.H. 25) - WALNUT drvwy e1trance. in sidewalk (near US Bank parking
lot)
69. 3RD STREET (SOUTH SIDE) 16 -Fill cra kat 810 R
PINEWOOD - ELM -Grind /8" lip @ 820 E 3'" St. R
72. 4TH STREET (SOUTH SIDE) 16 -Grind anels with 5/8" lip at SE corner of 25 and R
Pine (T.H. 25) - CEDAR 4thSt.
73. 4TH STREET (NORTH SIDE) 16 _ Need 0 fill 1" gap between 2 driveways (113-119 R
CEDAR - PINE (T.H. 25) E 4th St
75. 7TH STREET (NORTH SIDE) 16 _ Grind %" lip where MH is; a couple panels west of R
CEDAR - PINE (T.H. 25) Cedar t
77. 7TH STREET (NORTH SIDE) 16- -Fill in racked ped ramp at entrance to Cub Foods R
PINE (T.H. 25) - WALNUT
78. 7TH STREET (SOUTH SIDE) 17 -3/8" Ii~ @ ped ramp heading south on SW corner R
CENTER KMART DRIVE - LOCUST ofWal ut & W 7'h St
80. HART BOULEVARD (SOUTH SIDE) 17 -Missing sidewalk 4 or 5 panels, across from 9808 X
C.R. 39 EAST - C.R. 75 Hart BI d
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C:\Docum
ITEM PAGE REPAIRS AND/OR ACTION
NO. SIDEWALK SECTION NO. MAINTENANCE ITEMS CODE
102. WALNUT STREET (WEST SIDE) 18 -Rem ve and replace spauled/broken panel X
5TH _ 6TH betwE en crosswalk and Community center entrance
one p nel west of ped ramp. Not fixed.
103. WALNUT STREET (WEST SIDE) 18 - Fill racks where material has come out of @ R
6TH _ 7TH Libra \J exit.
104. 6TH STREET (SOUTH SIDE) 18 -Rep ir chunk out of walk @ ped ramp out of Exit of R
WALNUT - WEST TO LIBRARY the Ii rary.
PROPERTY LINE
105. 6TH STREET (NORTH SIDE) 18 -Rep ir broken corner at the NW corner of 6th St. R
WALNUT - FIRE STATION and'\ alnut. 4th panel west of ped ramp
107. WASHINGTON STREET (EAST 18 -Driv way badly cracked & falling apart (going into R
SIDE) field rea.)
7TH _ 5TH
111. 6TH STREET (NORTH SIDE) 19 -At in ersection of Walnut and 6th - Xcel damaged X
WALNUT - PINE walk ast of hydrant
114. W 4TH ST (NORTH SIDE) 19 - Re~ air 2" wide X 3" long hole; 1 panel west of R
MINNESOTA - MAPLE step @ church.
115. W 4TH ST (SOUTH SIDE) 19 - Grir d Y, " lip near corner of W. 4th St & Linn St. R
L1NN- LOCUST
196. W 4TH ST (SOUTH SIDE) 22 -Cra ked walk @ Sunny Fresh Foods (near corner R
LINN - LOCUST of Lh n & Locust) R
-tripp er & cracked/broken corners btwn Linn &
Locu t
199. W 4TH ST (SOUTH SIDE) 23 -Grin cl y," lip at exit (west side) of US Bank along 4th R
PINE (25) - WALNUT St
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2006 REPO RTS
INSPECTIO
SIDEWALK LOCATION N SIDEWALK CONDITION DESCRIPTION
DATE
1. BROADWAY EAST (SOUTH SIDE) 6/1-6/30 -%" Ii P up 3 panels from ped ramp @ E Broadway & Washington. Took pic.
WASHINGTON - HENNEPIN
1a. BROADWAY EAST (SOUTH SIDE) 6/1-6/30 . Repl a e 2 panels around MH in walk at MMS, badly cracked. Took pic.
WASHINGTON - TO EAST - Repl a e 2 panels with y." lip near MH.
2. BROADWAY EAST (SOUTH SIDE) 6/1-6/30 - Moni t r 1/4" lip @ 618 E Broadway (1 panel)
HENNEPIN - RAMSEY - Moni t r cracked side panel in ped ramp
3. BROADWAY EAST (SOUTH SIDE) 6/1-6/30 - Moni r 1 cracked panel, 14'0 panel west of Ramsey St. 548 E. Broadway.
RAMSEY - WRIGHT - Moni r 1 cracked panel, 10.h panel along S. Broadway side (204 Wright
St)
- Fill 1 "gap btwn 2 spauled panels @ 512 E Broadway
- Moni tJr 1 cracked panel @ 524 E Broadway
4. BROADWAY EAST (SOUTH SIDE) 6/1-6/30 - Moni or 3/8" lip between new panels & old in front of 424 E. Broadway.
WRIGHT - NEW - Moni or 1 cracked panel at 426 E. Broadway.
- Moni or 1/4" lip at 454 E. Broadway (6th panel W of Wright St)
-Monit r 1 cracked @ 201 New St (along the Broadway side)
-1" lip ~ ped ramp SE comer of New & Broadway
5. BROADWAY EAST (SOUTH SIDE) 6/1-6/30 - Moni or crack in ped ramp @ SW corner of Palm & Broadway
NEW - PALM -Monit r crack in mainline - 4 panels from SW corner of Palm (going west)
-Monit r 1 cracked panel - 17 panels from Palm.
6. BROADWAY EAST (SOUTH SIDE) 6/1-6/30 - Moni or 1 cracked panel @ Peterson Grismo Chapel
PALM - CEDAR
7. BROADWAY EAST (NORTH SIDE) 6/1-6/30 - 3/8" ip by gate valve, % way down block on E. Broadway. (Muller Theater)
CEDAR - PINE (T.H. 25) - Moni or spauled chunk to East of drwy into WorkForce Center.
- Moni or crack East of driveway (2 businesses west of Cedar St)
- Monl or cracks in aggregate (SW corner of Cedar & Broadway) west of
ped r, mp.
8. BROADWAY EAST (SOUTH SIDE) 6/1-6/30 - Mon tor crack - panels 4 & 5 east of Hwy 25.
PINE (T.H. 25) - CEDAR - Mon tor crack by light pole in this same location.
-1481 Broadway (Barber Shop) 3/8" lip btwn agg & mainline
-Drive NaY on E Broadway btwn 148 & the Zoo - spauled
- 200 Broadway - lip in walk
-106 Broadway SE Corner - spauled! Broadway side, also ped ramp
9. BROADWAY EAST (NORTH SIDE) 6/1.6/30 - 261 . Broadway monitor 2 panels have small cracks
CEDAR - PALM -In frc n t of Red's right next to road (blvd), spauled & cracked
9.a BROADWAY EAST (NORTH SIDE) 6/1-6/30 - 419 E . Broadway monitor 2 panels have cracks in their new sidewalk.
WRIGHT - NEW
9.b BROADWAY EAST (NORTH SIDE) 6/1-6/30 -537 . Broadway monitor 1 crack in sidewalk (in their driveway they didn.t
RAMSEY - WRIGHT make cuts for sidewalk) 1 picture.
10. BROADWAY EAST (NORTH SIDE) 6/1-6/30 - 319 E . Broadway monitor 1 crack in driveway sidewalk panel and 2 other
PALM - NEW panels have cracks on their mainline sidewalk.
- 313 E Broadway 8 and % spauled panels
11. BROADWAY WEST (SOUTH SIDE) 6/1-6/30 - 801 W. Broadway - monitor 1/4" lip by driveway.
ELM - CHESTNUT
11a. BROADWAY WEST (NORTH SIDE) 6/1-6/30 - Mo it or cracked ped ramp
ELM - CHESTNUT
12. BROADWAY WEST (SOUTH SIDE) 6/1-6/30 - 90e W. Broadway - monitor crack by driveway.
CHESTNUT - PINEWOOD BK PATH
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IN5PECTIO
SIDEWALK LOCATION N SIDEWALK CONDITION DESCRIPTION
DATE
13. BROADWAY WEST (SOUTH SIDE) 6/1-6/30 - 726 Vi . Broadway - monitor 1/4" lip east of house at new walk.
ELM - VINE - 718 Vi . Broadway - monitor spauling by driveway.
14. BROADWAY WEST (SOUTH SIDE) 6/1-6/30 - 636 Vi . Broadway - monitor two settled panels.
VINE - MINNESOTA
15. BROADWAY WEST (SOUTH SIDE) 6/1-6/30 - Manit r cracked panel west of 530 W. Broadway.
MINNESOTA - MAPLE - Manit r 1 cracked panel at 501 W Broadway.
- Manit r panels 5 & 14 from Maple St.
16. BROADWAY WEST (SOUTH SIDE) 6/1-6/30 - 1/4" Ii @ 413 W Broadway
MAPLE - LINN
17. BROADWAY WEST (SOUTH SIDE) 6/1-6/30 - 1/4" Ii at east edge of the driveway at 324 W Broadway needs to be
LINN - LOCUST monito ed.
- Manit r 1/2" lip in front of 324 W. Broadway Pic. taken.
-Crack & lip at telephone pole near Post Ofc. parking lot
18. BROADWAY WEST (SOUTH SIDE) 6/1-6/30 - 7/8" Ii, in panel with exposed aggregate. 2 trees North of west Broadway
LOCUST - WALNUT (west s de) of Walnut St
- Moni r 1 cracked panel @ 214 W Broadway
- 3/8" Ii D @ 217 W Broadway (next to Salon) near curb by opening btwn
bldgs c nd curb
19. BROADWAY WEST (SOUTH SIDE) 6/1-6/30 - Manit Dr cracked panel between 107 & 113 N Broadway.
WALNUT - PINE (T.H. 25) - Manit Dr crack and slight lip west of door at 113 N Broadway (3x6" chunk
out).
- Manit Dr cracked panel (near 21<1 tree) about 6 panels East of Walnut St.
155 E roadway.
- Moni or 1/4" lip Oust east of cracked panel) 155 E Broadway.
20. BROADWAY WEST (NORTH SIDE) 6/1-6/30 - 1/4" I P @ 150 W Broadway (1 panel E of tree)
PINE (T.H. 25) - WALNUT -3/8" Ii @ 144 W Broadway (near curb) exposed agg.
-1/2" Ii @ 108 W Broadway exposed agg.
21. BROADWAY WEST (NORTH SIDE) 6/1-6/30 - Fill 1 cracks in front of 225 W. Broadway. Also 3/8" lip btwn agg &
WALNUT - LOCUST mainli e
- Fill 1 gap at 243 W. Broadway. Also a whole bunch of cracks in front of
apts
- Fix p nel with 5/8" lip at corner of Walnut & W Broadway (near 201 W
Broad f3Y)
22. BROADWAY WEST (NORTH SIDE) 6/1-6/30 - Moni or cracks east of entrance to Assist to Sell.
LOCUST - LINN - Moni or cracked panel @ 354 W Broadway
- 324 ' V Broadway 3/8" lip & cracked driveway panels
- Larg cracks. Pictures were taken.
23. BROADWAY WEST (NORTH SIDE) 6/1-6/30 - Moni or spauled walk by Trinity Lutheran.
LINN - MAPLE -Rem ve and replace one panel west of driveway at Trinity Lutheran. Badly
era eke d. broken corner & 3/8" lip.
- Moni, or the 10 cracked panels.
24. BROADWAY WEST (NORTH SIDE) 6/1-6/30 -Monit )r ped ramp @ NE corner of MN & W Broadway
MAPLE - MINNESOTA - Man! or needed two panels east of Minnesota St., broken corner.
- 549 N. Broadway - monitor lip where new sidewalk meets old.
- monl or holes in front of 549 W. Broadway.
- Moni or cracked panels in front of 549 W. Broadway.
- 531 N. Broadway - replace2 spauled panels.
- 519 N. Broadway. Replace 2 cracked panels in driveway
- Monl or 1/4" lip 13 panels from ped ramp (203 MN St) Broadway side
25. ELM STREET (WEST SIDE) 6/1-6/30 - 1/4" i P 300 block
GOLF COURSE ROAD - 3RD STREET
26. ELM STREET (WEST SIDE) 6/1-6/30 -O.K.
3RD - BROADWAY WEST
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INSPECTIO
SIDEWALK LOCATION N SIDEWALK CONDITION DESCRIPTION
DATE
27. MINNESOTA STREET (EAST SIDE) 6/1-6/30 - Cor ner of Minnesota and 6th - southeast corner damaged by Charter - have
6TH _7TH (VACATED ROW) them IX.
- 1/4" ip by hydrant to be monitored. OK
28. MINNESOTA STREET (EAST SIDE) 6/1-6/30 -O.K.
7TH (PLATTED) - 7TH (AS PAVED)
29. MAPLE STREET (WEST SIDE) 6/1-6/30 - O.K.
BROADWAY WEST - 3RD
30. MAPLE STREET (WEST SIDE) 6/1-6/30 - Mon tor 1/4" lip south of first driveway south of 3rd Street.
3RD _ 4TH
31. MAPLE STREET (WEST SIDE) 6/1-6/30 -1/2" Ii P north of tracks behind scrubs. in front of garage 4?? Maple St
4TH - RR TRACKS
32. MAPLE STREET (WEST SIDE) 6/1-6/30 - Mon tor cracks at 503 Maple St
RR TRACKS - 6TH - Mon tor cracks & small lip in 1 panel at driveway to 515 Maple St
33. LOCUST STREET (EAST SIDE) 6/1-6/30 - Mon tor crack fifteen panels north of Broadway.
BROADWAY WEST - MID BLOCK - Cra ked panel & 1/4" lip just South of driveway into apts.
- 2 cr cked panels between two driveways
34. LOCUST STREET (WEST SIDE) 6/1-6/30 - Mor itor crack fifteen panels north of Broadway.
MID BLOCK NORTH OF BROADWAY
- BROADWAY WEST
35. WALNUT STREET (EAST SIDE) 6/1-6/30 - Lip twn curb & walk btwn rh St W & entrance into Holiday Station.
7TH _ 6TH -Crac ed panel in ped ramp (1 panel South of exit form Holiday)
-Mon tor 1 cracked panel btwn W 6th & W rh St
36. WALNUT STREET (EAST SIDE) 6/1-6/30 -Ram p on ped ramp @ 5th & Walnut (across from Comm Center)
5TH - RR TRACKS
37. WALNUT STREET (EAST SIDE) 6/1-6/30 -0.1<.
RR TRACKS - 4TH (PAST LIBRARY)
38. WALNUT STREET (EAST SIDE) 6/1-6/30 - 3/8' lip on a couple of panels @ Snyder's
3RD _ 4TH -grin lip @ tree along Walnut (Snyder's)
- Rer ove and replace panel by tree, intersection of Walnut and 4th St.
betw en }S" lip.
- Mo itor 9th panel south of ped ramp at 3rd St. cracked corner.
-3 cr cked panels - 8 panels south of Snyder's entrance on Walnut St
38a. WALNUT STREET (WEST SIDE) 6/1-6/30 -lip a the train tracks
3RD _ 4TH - Re air 2 panels North of the tracks, 1 y." X 8" long gap (Sunny Fresh)
39. WALNUT STREET (EAST SIDE) 6/1-6/30 - Mo itor crack at the southwest corner of the vacated building north of
BROADWAY W. - COMMUTER LOT carp t shop.
- Mo itor hole in l' strip of concrete at Monticello Carpet. O.K.
40. WALNUT STREET (WEST SIDE) 6/1-6/30 - Ja( e Patrick in need of major sidewalk repair. OK
RIVER - BROADWAY
41. WALNUT STREET (EAST SIDE) 6/1-6/30 - Mo itor cracks near Dino's Deli south west corner (caulk?).
BROADWAY WEST - 3RD - gri d y." lip seven panels south of Dino's driveway to be monitored.
42. WALNUT STREET (WEST SIDE) 6/1-6/30 - 1/4' lip at intersection of Walnut and 3rd to be monitored (NE corner).
3RD _ BROADWAY WEST - Cr ck seal (1" gap) 20" from Alley @ Corner Cafe
43. PINE STREET (T.H.25) WEST SIDE 6/1-6/30 - O. .
RIVER BRIDGE - RIVER STREET
44. PINE STREET (T.H. 25) WEST SIDE 6/1-6/30 - NV corner of 25 & 75, the electric box is a tripper & there's a big crack.
RIVER - BROADWAY - A P auled crack in the same location.
- Li~ h ting wires are hanging out of a light pole (at the bottom)
- SV corner of 25 & River St 3/8" lip in the ped ramp
- Cr c ked corner near north side of drwy alley, also the electric box (South
side at this location also.
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INSPECTIO
SIDEWALK LOCATION N SIDEWALK CONDITION DESCRIPTION
DATE
45. PINE STREET (T.H. 25) WEST SIDE 6/1-6/30 - Moni or the cracks in front of the alley between Flicker's and Primerica.
BROADWAY - 3RD . Took picture of a small void near CB (near alley)
- Moni or utility box cover (spauling), by alley
- 2" ga I corner of Pine & 3'" St (next to ped ramp) heading down 31ll St
46. PINE STREET (T.H. 25) WEST SIDE 6/1-6/30 - OK
3RD _ 4TH
47. PINE STREET (T.H. 25) WEST SIDE 6/1-6/30 - OK
4 - 5TH
48. PINE STREET (T.H. 25) WEST SIDE 6/1-6/30 - Rem ve and replace south ped ramp at entrance to Town Centre off Hwy
5TH. 6TH 25. Nc t done. (y." lip)
-Manit . r crack in ped ramp at SW corner of Pine & 6th.
49. PINE STREET (T.H. 25) WEST SIDE 6/1-6/30 - Moni or 2 cracked panels Uust North of storm sewer MH in sidewalk) in
6TH _ 7TH walk a corner of 7'h and Pine. Also 1/4" lip 5 panels North of storm sewer
MH.
-Moni r crack in ped ramp at SW corner of Hwy 25 & 7'h St.
50. PINE STREET (T.H. 25) WEST SIDE 6/1-6/30 - Moni or 1 cracked panel approx. 20 panels N of 1-94 lights
7TH - 1-94 BRIDGE - Mont or 1 cracked panel approx. 25 panels S of 7'h St
- Repl ce panel with 3/8" lip @ electrical hatch 9'h panel South from 7'h St.
took a picture.
51. PINE STREET (T.H. 25) WEST SIDE 6/1-6/30 - O.K.
1-94 BRIDGE - OAKWOOD DRIVE
52. PINE STREET (T.H. 25) EAST SIDE 6/1-6/30 - OK
OAKWOOD DRIVE - 1-94 BRIDGE
53. PINE STREET (T.H. 25) EAST SIDE 6/1-6/30 - Monl or pedestrian ramp at the northeast quadrant of 25 and 7'h (1/4" lip)
1.94 BRIDGE _7TH
54. PINE STREET (T.H. 25) EAST SIDE 6/1-6/30 - Ped strian ramp at the northeast quadrant of 25 and 7'h needs to be
7TH _ 6TH manit red. (1/4" lip)
55. PINE STREET (T.H. 25) EAST SIDE 6/1-6/30 -O.K.
6TH - RR TRACKS
56. PINE STREET (T.H. 25) EAST SIDE 6/1-6/30 - Grin panel with 1" lip on the south side of the 1 ST MN Bank driveway.
RR TRACKS - 4TH . Man tor cracked panels 3,8,9 panels south from E 4'h & Pine St
57. PINE STREET (T.H. 25) EAST SIDE 6/1-6/30 -O.K.
4TH. 3RD
58. PINE STREET (T.H. 25) EAST SIDE 6/1-6/30 - Fix Repair curb (SE corner of 3'" & Hwy 25) catchbasin and rebar
3RD _ BROADWAY showil 19.
59. PINE STREET (T.H. 25) EAST SIDE 6/1-6/30 - Larg e sunken area next to sq. utility hatch.
BROADWAY - RIVER -Also large sunken area along south side of River St. @ SE corner of Hwy
25 & iverSt.
- Lar~ e gap at driveway going into the WorkForce Center 3'long X 6" wide X
1" de p.
- Loa at lip at Work Force Center, l' in from curb, from driveway to River
St.
60. CEDAR STREET (WEST SIDE) 6/1-6/30 - Cra k fill the following panels - 6,7,9,12,16,17,18,19,22<><1 from
BROADWAY E. - 3RD Broac way. Small chunks out of walk. Spauling.
- Mori tor 1 panel with a 1/4" lip, to the west of the SW corner of Cedar St &
E.3'"St.
-Moni or 1/4" lip along the west side of Cedar St. 1 panel N of driveway (SE
corne r of block- brick house on corner)
61. CEDAR STREET (WEST SIDE) 6/1-6/30 -O.K
3RD . 4TH
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INSPECTIO
SIDEWALK LOCATION N SIDEWALK CONDITION DESCRIPTION
DATE
62. CEDAR STREET (EAST SIDE) 6/1-6/30 - 1/4" lip at the south side of the driveway for the apartments to be
4TH - RR TRACKS manit red.
. Man tor Two panels settled Yo" north of apartment's driveway third and
fourth panel.
_ 13th nd 16th panel north of apartment's driveway, monitor cracked panel.
- 21" anel north of apartment's driveway, monitor 1/4" lip.
_ Man tor cracked panel in ped ramp at entrance going into Maus Foods.
63. CEDAR STREET (EAST SIDE) 6/1-6/30 _ Man tor 24 panels south of North approach in front of Photo One/Sunlife
RR TRACKS _ 6TH E press.
- Rep ace panel with Yo" lip nine panels south of said approach.
64. CEDAR STREET (EAST SIDE) 6/1-6/30 _ Ren ove and replace panel twenty panels north of 7th St.
6TH _ 7TH 7/8' lip.
65. 3RD STREET (SOUTH SIDE) 6/1-6/30 _ Rep ir wide gap between 2 panels. Cracked & spauled panels near Pine
PINE (T.H. 25) - CEDAR St
- Moritor 2 - 1/4" lips next to DMV @ Help Crisis Center
- Monitor 2 cracked panels @ Help Crisis Center
66. 3RD STREET (NORTH SIDE) 6/1-6/30 _ Man itor cracks panel 5 & 6 from corner of Cedar St & 31d St
CEDAR - PINE (T. H. 25) - Mar itor 1/4" lip in same spot.
- Mor itor gap west of US Bank driveway.
67. 3RD STREET (SOUTH SIDE) 6/1-6/30 _ Sn~ ers - 1 cracked panel - 4 panels East of corner of 31d & Walnut on 3rd
PINE (T.H. 25) - WALNUT -US E ank - spauled walk. heaving near tree, tripper by drvwy entrance
68. 3RD STREET (NORTH SIDE) 6/1-6/30 -O.K
WALNUT - PINE (T.H. 25)
69. 3RD STREET (SOUTH SIDE) 6/1-6/30 - Panel in front of 810 is cracked and needs repair.(13panels from driveway)
PINEWOOD - ELM . Mo itor 1 cracked panel at 810 (20 panels from driveway)
_ Mo itor 1 cracked panel 1 panel west of corner of Elm & E 3"' St
- Grir d 3/8" lip @ 820 E 31d St
70. PINEWOOD SCHOOL PROPERTY 6/1-6/30 - Mo itor cracks.
3RD _ BROADWAY
71. 4TH STREET (NORTH SIDE) 6/1-6/30 - Mo itor curb @ NW corner is broken up
WALNUT - PINE (T.H. 25)
72. 4TH STREET (SOUTH SIDE) 6/1-6/30 - Mo itor crack 118 4th St. E.
Pine (T.H. 25) - CEDAR - Mo itor crack 125 (?) E 4'" St
- Mo itor lip at west side of driveway for bank. Took pic.
. Gri d panel with 5/8" lip at SE corner of Hwy 25 and 4th St.
72a. 4TH STREET (SOUTH SIDE) 6/1-6/30 . Mo itor 7 panels are spauling (41 panels West from Walnut & 4th)
WALNUT - LOCUST _ Mo itor cracked corner on the East side of the 1st entrance into Sunny
Fres
_ Mo itor 2 cracked panels - 9 & 10 panels away from 1 st entrance into
sunn v fresh along W 4th St.
73. 4TH STREET (NORTH SIDE) 6/1-6/30 _ Ne ds to fill 1" gap between 2 driveways (113-119 E 4th St)
CEDAR - PINE (T.H. 25) _ Mo itor crack in driveway sidewalk at 119 S 4th St.
_ Mo itor cracked panels, TDS bldg, 5 & 7 panels E of Hwy 25.
74. 6TH STREET (NORTH SIDE) 6/1-6/30 -OJ.
MAPLE - MINNESOTA
75. 7TH STREET (NORTH SIDE) 6/1-6/30 _ Mo itor 18 panelS spauling at the southeast corner of the cemetery.
CEDAR - PINE (T.H. 25) _ Yo ' lip where MH is; a couple panels west of Cedar St.
76. 7TH STREET (NORTH SIDE) 6/1-6/30 -Mo itor 2 cracked panels in ped ramp W of entrance closed to Hwy 25.
PINE (T.H. 25) - WALNUT -Mo itor lip on ped ramp edge on E side of entrance going into Holiday.
_ 1 c acked panel in ped ramp @ SW corner of Hwy 25 & W 7th St.
77. 7TH STREET (SOUTH SIDE) 6/1-6/30 _ Mcnitor 1 panel with crack, 10 panels east of Cub Foods Entrance.
E. KMART DRIVE. WALNUT - Re air ped ramp at entrance to Cub Foods. (Cracked).
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INSPECTIO
SIDEWALK LOCATION N SIDEWALK CONDITION DESCRIPTION
DATE
78. 7TH STREET (SOUTH SIDE) 6/1-6/30 _ Monl or crack/chip by K-Mart 23 panels west of W Kmart Driveway.
CENTER KMART DRIVE - LOCUST - Moni or crack 2 panels east of same driveway.
-Moni )r 3/8" lip @ ped ramp heading South on SW corner of Walnut & W
r~ St
-SE c )rner of Walnut & 7th St (ped ramp) 2 cracked panels
79. RIVER STREET E. (NORTH SIDE) 6/1-6/30 - OK
RAMSEY - WRIGHT
80. HART BOULEVARD (SOUTH SIDE) 6/1-6/30 - Man tor 1 cracked panel @ Hart & CSAH 39 (1" panel)
C.R. 39 EAST - C.R. 75 _ Man tor 6 cracked panels - 12 panels from CSAH 39
_ Man tor 1 cracked panel (14 panels East of drwy @ 9749 Hart Blvd) right
across the street from Mill Run Road.
_ Man tor 1 cracked panel on ped ramp to the NW @ entrance into gas
statio
_ Replace missing sidewalk 4 or 5 panels across from 9808 Hart Blvd
-Moni or 3 cracked panel (4,12,14 panels from dvwy) going into back side of
AST ports shop near corner of Hart & Mill Run Road
81. HART BOULEVARD (SOUTH SIDE) 6/1-6/30 -O.K
PLAT LINE - MILL RUN RD
82. HART BOULEVARD (SOUTH SIDE) 6/1-6/30 _ Man tor 1 cracked panel (14 panels East of drwy @ 9749 Hart Blvd) right
MILL RUN RD - C.R. 75 across the street from Mill Run Road.
83. COUNTRY AVENUE (WEST SIDE) 6/1-6/30 -Moni or 1 crack in ped ramp @ corner of Country Ave & School Blvd.
SCHOOL BLVD - FIELDCREST CIR
84. COUNTRY AVENUE (WEST SIDE) 6/1-6/30 -O.K
FIELDCREST CIR - FIELDCREST CT
85. COUNTRY AVENUE (WEST SIDE) 6/1-6/30 - O.K
FIELDCREST CIR - PLAT LINE
86. FARMSTEAD AVENUE (EAST SIDE) 6/1-6/30 -O.K
SCHOOL BLVD - PEBBLE BROOK DR
87. FARMSTEAD AVENUE (EAST SIDE) 6/1-6/30 _ Mo itor 1 cracked panel south of drwy @ 8874 Farmstead Ave
PEBBLEBROOK DR - FALLON AVE _ Mo itor 1 cracked panel in drwy sidewalk @ 8886 Farmstead Ave
_ Mo itor 1 cracked panel in ped ramp between 9144 & 9128 Farmstead
Ave
- Mo itor 2 cracked panels at 8896 Farmstead Ave
_ Mo itor 1 cracked panel at 8922 Farmstead Ave
89. WILDWOOD BLVD (EAST SIDE) 6/1-6/30 - Mo itor 1 cracked panel next to path & ped ramp
JASON (C.R. 18). TROY MARQ. DR.
90. TROY MARQUETTE DR (WEST SIDE) 6/1-6/30 - Mo itor 2 cracked panels at 6393 Wildwood Way. Panels 28& 29 south
WILDWOOD WAY - BAKKEN ST from Wildwood Way.
91. BAKKEN STREET (NORTH SIDE) 6/1-6/30 - O.~ .
TROY MARQUETTE DR - DEER ST
91.a BAKKEN STREET (NORTH SIDE) 6/1-6/30 - Mo itor 1 cracked panel at 6217 Bakken St
END TO TROY MARQUETTE DR 16 ~ anels from corner of Bakken St and Troy Marquette Dr
92. BAKKEN STREET (NORTH SIDE) 6/1-6/30 _ mo itor 1 cracked panel to right of driveway at 6095 Bakken St.
DEER ST - BEAR ST _ mo itor 1 cracked panel in driveway walk at 6081 Bakken St.
93. INNSBROOK DRIVE (SOUTH SIDE) 6/1-6/30 - 0.1 .
CHELSEA RD - PARK PLACE DR
94. PARK PLACE DRIVE (WEST SIDE) 6/1-6/30 -0.
CHELSEA RD - PRESCOTT DR
95. PARK PLACE DRIVE (WEST SIDE) 6/1-6/30 -0.
PRESCOTT DR - SOMERSET LN
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- PAGE 14 OF 20 -
INSPECTIO
SIDEWALK LOCATION N SIDEWALK CONDITION DESCRIPTION
DATE
96. PARK PLACE DRIVE (WEST SIDE) 6/1-6/30 - OK
SOMERSET LN - INNSBROOK DR
97. PARK PLACE DRIVE (WEST SIDE) 6/1-6/30 - OK
INNSBROOK DR - SAVANNAH AVE
98. PARK PLACE DRIVE (WEST SIDE) 6/1-6/30 - OK
SAVANNAH AVE - WINDEMERE CT
99. PARK PLACE DRIVE (WEST SIDE) 6/1-6/30 -O.K.
WINDEMERE CT - SUMMIT CT
100. CHELSEA ROAD (SOUTH SIDE) 6/1-6/30 -O.K.
T.H. 25 - SANDBERG RD
101. WALNUT STREET (WEST SIDE) 6/1-6/30 - OK
RIVER - FRONT
101a WALNUT STREET (EAST SIDE) 6/1-6/30 - N. of ade Patrick, near telephone pole, tripper btwn walk & curb
a. RIVER - BROADWAY -1 1/4" gap in crack along W side of Walnut, 6 panels from NW corner of
Broad ay & Walnut.
101a WALNUT STREET (WEST SIDE) 6/1-6/30 -Manit r lip between mainline walk & brick pavers (near three apple trees)
4TH _ 5TH -Monit r lip between pavers & curb in same spot (sunny fresh foods)
102. WALNUT STREET (WEST SIDE) 6/1-6/30 - SeUI d panel next to sanitary man hole in front of City Hall.
5TH _ 6TH - Rem ve and replace spauled/broken panel between crosswalk and
Comrr unity Center entrance one panel west of ped ramp. Not fixed.
-Sout~ of driveway entrance to comm. center, lip btwn curb & pavers
- SeUI d pavers @ comm. center, near ped ramp
-Spor die trippers between pavers & curb
103. WALNUT STREET (WEST SIDE) 6/1-6/30 - Monl or 2 cracked panels @ Library exit.
6TH _ 7TH -3 spc s where material has come out of fixed patches @ Library exit.
103a WALNUT STREET (EAST SIDE) 6/1-6/30 - Mont or crack in ped ramp; just North of Holiday exit.
6TH _ 7TH
103b WALNUT STREET (EAST SIDE) 6/1-6/30 -Chur k out of driveway into trash garage (across from Comm Center drwy)
5th & 6th -Moni 0 r whole driveway has 1 small crack though center.
103c WALNUT STREET (EAST SIDE) 6/1-6/30 -1 cra ked panel just E of ped ramp north of tracks
Tracks - 4th
104. 6TH STREET (SOUTH SIDE) 6/1-6/30 _ Monitor panels at library doors. Small cracks at old entrance to library.
WALNUT - 7TH Mon tor for emergency use only.
-Man I or 1 cracked panel (6 panels East of Library entrance)
- Rep air chunk out of walk @ ped ramp out of Exit out of library.
105. 6TH STREET (NORTH SIDE) 6/1-6/30 - Rep air broken panel at the NW corner of 6th St and Walnut. 4th panel west
WALNUT - FIRE STATION of pe ramp.
- Set led panels all along 1st driveway into Comm. Center (coming from
Wain ut) walk is good, just big lip between driveway & walk.
106. LOCUST STREET (EAST SIDE) 6/1-6/30 -0.1<.
6TH - NORTH SIDE OF COMMUNITY
CENTER
107. WASHINGTON STREET (EAST SIDE) 6/1-6/30 - Me nitor 2 cracked panelS (#12 & 13 North of RR tracks)
7TH _ 5TH . Mo itor NE corner of Washington & E 7'h St 1 cracked panel.
- Dri eway badly cracked & falling apart (going into field area).
108. WASHINGTON STREET (EAST SIDE) 6/1-6/30 - O.~.
5TH _ 4TH
109. WASHINGTON STREET (EAST SIDE) 6/1-6/30 - Mo itor 2 cracked panels near garage (panels 24 & 25 south of MMS
4TH _ 3RD entrance)
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~ PAGE 15 OF 20 -
- -- . ..
INSPECTIO
SIDEWALK LOCATION N SIDEWALK CONDITION DESCRIPTION
DATE
110. WASHINGTON STREET (EAST SIDE) 6/1-6/30 _ Moni or a few cracked panels (south of east broadway @ MMS)
3RD - BROADWAY from C Jrner 1 st two panels, 10th panel, and 12'h panel.
111. 6TH STREET (NORTH SIDE) 6/1-6/30 _ At in ersection of Walnut and 6th - Xcel damaged walk east of hydrant
WALNUT - PINE . Monl or two panels with cracks located just east of the main driveway.
-crac ed corner @jog in walk .11 panels E of entrance into Liquor store.
112. ELM STREET (EAST SIDE) 6/1-6/30 _ Monl or crack 11 panels east of Elm St @ the Legion.
GOLF COURSE ROAD - 3RD - Moni or crack/chipped area in driveway.
113. W 3RD ST (SOUTH SIDE) 6/1-6/30 _ Man tor crack in ped ramp @ SE corner of W 3"' St & Minnesota St
3RD _ MINNESOTA _ Man tor panel in driveway between townhouses & corner house.
114. W 4TH ST (NORTH SIDE) 6/1-6/30 _ Man tor crack in panel of ped ramp @ Hope E Free Church
MINNESOTA - MAPLE NW ::orner of W. 4th St and Maple SI. Took Pic.
-W'1i 13 panels from intersection of West 4th St & Maple.
_ Yo" Ii 29 panels from intersection of West 4th St & Maple.
_ Rep ir 2" wide X 3" long whole; 1 panel west of steps @ church. Took pic.
_ Man tor crack 5 panels east of intersection at MN & 4th SI.
115. W 4TH ST (SOUTH SIDE) 6/1-6/30 _ Sun y Fresh Foods Property - monitor lots of cracked panels.
L1NN- LOCUST _ Grin Yo" lip near corner of W. 4th St & Linn SI.
116. BADGER ST (NORTH SIDE) 6/1-6/30 _ Man tor 1 cracked panel in ped ramp @ Badger St & Bakken St
BAKKEN ST - DEER AVE
117. BADGER ST (NORTH SIDE) 6/1-6/30 - O.K
DEER AVE - 86TH ST
118. BISON AVE (NORTH SIDE) 6/1-6/30 -O.K
86TH ST. END
119. SPIRIT HILLS RD 6/1-6/30 -O.K
MT CURVE BLVD - OVERLOOK LN
120. SPIRIT HILLS RD 6/1-6/30 -O.K
OVERLOOK LN - MT CURVE BLVD.
121. SPIRIT HILLS RD 6/1-6/30 -O.K.
MT CURVE BLVD - FENNING AVE
122. FENNING AVE 6/1-6/30 - O.~.
INTERSECTION BADGER ST & 86TH
ST
123. EAKERN CIRCLE NE 6/1-6/30 _ 43E5 Eakern Circle NE Monitor 1 cracked panel in driveway sidewalk.
89TH ST NE - 89TH ST NE _ 4447 Eakern Circle Monitor small chunks out of driveway
124. 89TH ST (NORTH SIDE) 6/1-6/30 - O.~.
EDMONSON AVE - TO END
125. 89TH ST (SOUTH SIDE) 6/1-6/30 - O.~.
EAKERN CIRCLE NE -
127. COUNTRY AVE (WEST SIDE) 6/1-6/30 - O.~.
FIELDCREST DR - FIELDCREST
CIRCLE
128. COUNTRY AVE (WEST SIDE) 6/1.6/30 -O.t.
FIELDCREST CIRCLE - END
129. FARMSTEAD DR 6/1-6/30 _ MOlitor both ped ramps leading into Eagle Ridge Ln. They both have a
EAGLE RIDGE LN - GOLDEN EAGLE crac ed panel.
LN _ Monitor first 75 feet from Eagle Ridge Ln. Lots of cracked panels.
- I g te valve could be lowered in same location.
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-PAGE 160F20-
INSPECTIO
SIDEWALK LOCATION N SIDEWALK CONDITION DESCRIPTION
DATE
130. FARMSTEAD DR 6/1-6/30 -O.K.
GOLDEN EAGLE LN - EAGLE NEST
LN
131. MEADOW OAK AVE (NORTH SIDE) 6/1-6/30 - O.K.
FENNING AVE - CSAH 75 (NEAR
FREEWAY FIELDS)
132. CARLISLE VILLAGE (EAST SIDE) 6/1-6/30 -O.K.
CSAH 18 - BAKKEN ST
133. BAKKEN ST (SOUTH SIDE) 6/1-6/30 -O.K.
GATEWATER DR - WEST
134. BAKKEN ST (SOUTH SIDE) 6/1-6/30 -O.K
GATEWATER DR - GATEWAY CIRCLE
135. GATEWAY CIRCLE (EAST SIDE) 6/1-6/30 -O.K
86TH ST NE . CUL DE SAC
136. 86TH ST (NORTH SIDE) 6/1-6/30 -O.K
GATEWAY CIRCLE - GATEWATER DR
137. GATEWATER DR (NORTH SIDE) 6/1-6/30 - OX
86TH ST NE - 85TH ST NE
138. GATEWATER DR (NORTH SIDE) 6/1-6/30 -O.K
85TH ST NE - 84TH ST NE
139. 85'h ST (NORTH SIDE) 6/1-6/30 -O.K
GATEWATER DR - CUL-DE-SAC
140. 84TH ST (SOUTH SIDE) 6/1-6/30 - OK
GATEWATER DR - END
141. 86TH ST (NORTH SIDE) 6/1-6/30 - O.K.
GATEWATER DR - END TO WEST
142. GATEWATER DR 6/1-6/30 - O.K.
BAKKEN ST - 86TH ST
143. OAKWOOD DR (SOUTH SIDE) 6/1-6/30 - O.l~.
CEDAR ST - END IN CUL-DE-SAC
144. CEDAR ST (WEST SIDE) 6/1-6/30 -0.1<.
OAKWOOD DR - CHELSEA RD
145. CHELSEA RD (SOUTH SIDE) 6/1-6/30 - O.~,
CEDAR ST - HWY 25
146. OAKWOOD DR (SOUTH SIDE) 6/1-6/30 - O.~.
HWY 25 - CEDAR ST
147. DEEGAN AVE (WEST SIDE) 6/1-6/30 -OJ.
ENTRANCE TO PIZZA PLACE - END
148. DEEGAN AVE (EAST SIDE) 6/1-6/30 - O.~ .
NEAR CULVER'S - HWY 25
149. DEEGAN AVE (EAST SIDE) 6/1-6/30 - Mo itor 2 cracks next to ped ramp at intersection of School Blvd & Deegan
SCHOOL BLVD - PARK PLACE DR Ave Arby's)
150. HAYWARD CT (WEST SIDE) 6/1-6/30 -0. .
PARK PLACE DR - REDFORD LN
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-PAGE 170F20-
- --
INSPECTIO
SIDEWALK LOCATION N SIDEWALK CONDITION DESCRIPTION
DATE
151 " PARK PLACE DR (EAST SIDE) 6/1-6/30 - OK
HAYWARD CT - BIT PATH
152. HAYWARD CT (WEST SIDE) 6/1-6/30 - OK
PARK PLACE DR - REDFORD LN
153. REDFORD LN 6/1-6/30 -O.K.
HAYWARD CT - CUL-DE-SAC
154. PARK PLACE DR (EAST SIDE) 6/1-6/30 -O.K.
HAYWARD CT - SUMMIT CT
155. PRESCOTT DR (EAST SIDE) 6/1-6/30 - OK
PARK PLACE DR - BRENTWOOD DR
157. PRESCOTT DR (EAST SIDE) 6/1-6/30 - OK
BRENTWOOD DR - END
158. SAVANNAH AVE (NORTH SIDE) 6/1-6/30 - O.K.
PRESCOTT DR - WESTON DR
159. SAVANNAH AVE (NORTH SIDE) 6/1-6/30 - O.K.
WESTON DR - INNSBROOK DR
160. SAVANNAH AVE (NORTH SIDE) 6/1-6/30 - Monit Jr 1/4" lip In ped ramp in front of 9893 Park Place Dr
INNSBROOK DR - PARK PLACE DR
161. INNSBROOK DR (SOUTH SIDE) 6/1-6/30 - Moni Jr crack in curb @ NE ped ramp @ corner of Innsbrook & Savannah
PARK PLACE DR - SAVANNAH AVE
162. BRENTWOOD DR (SOUTH SIDE) 6/1-6/30 - OK
INNSBROOK DR - PRESCOTT DR
163. SOMERSET LN (EAST SIDE) 6/1-6/30 - Mani or 2 cracked panels south of drwy @ 10028 Somerset Ln
BRENTWOOD DR - PARK PLACE DR
164 PINEHURST COURT (EAST & S SIDE) 6/1-6/30 -OK EW
CTY RD 75 - CUL-DE-SAC
165. W 5TH ST (NORTH SIDE) 6/1-6/30 OK N EW
LINN - MAPLE
166. EISELE AVE (EAST SIDE) 6/1-6/30 OK I' EW
85TH ST - 87TH ST
167. 87TH ST (NORTH SIDE) 6/1-6/30 OK I' EW
FALLON AVE - CUL-DE-SAC
168. FAIRHILL AVE (EAST SIDE) 6/1-6/30 OK I' EW
87TH ST - EISELE AVE
169. REDFORD LANE (EAST SIDE) 6/1-6/30 O.K. r EW
SCHOOL BLVD - END
170. CEDAR ST (EAST SIDE) 6/1-6/30 - Monl or crack in ped ramp @ 1.t driveway into Walmart
SCHOOL BLVD - SOUTH
171. SPIRIT HILLS ROAD (NORTH & WEST 6/1-6/30 OKr EW
SIDES)
172. ELK AVE (EAST SIDE) 6/1-6/30 O.K. r EW
BADGER ST - DEER ST
173. DEER ST ( EAST SIDE) 6/1-6/30 OK! EW
ELK AVE - 21 PANELS INCLUDES
PED RAMP
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I - PAGE 18 OF 20-
-- - -- - - - -- -.
INSPECTIO
SIDEWALK LOCATION N SIDEWALK CONDITION DESCRIPTION
DATE
174. CHELSEA RD (SOUTH SIDE) 6/1-6/30 _ Monit r 3 cracked panels - 11 panels from Sandberg Rd (East)
SANDBERG RD - HWY 25
175. WILDWOOD BLVD (SOUTH SIDE) 6/1-6/30 OK N W
JASON AVE - TROY MARQUETTE DR
176. GATEWATER DR (EAST SIDE) 6/1-6/30 O.K.N W
BAKKEN ST. 86TH ST
177. BAKKEN ST (NORTH SIDE) 6/1-6/30 O.K.N W
GATEWATER DR - WEST END
178. 86TH ST (NORTH SIDE) 6/1-6/30 OK N~W
GATEWATER DR. END
179. GATEWATER DR (EAST SIDE) 6/1-6/30 OK NEW
86TH ST - 84TH ST
180. 84TH ST (SOUTH SIDE) 6/1-6/30 O.K. NEW
GATEWATER RD - END
181. 85TH ST (NORTH SIDE) 6/1-6/30 OK " EW
GATEWATER DR - END
182. 86TH ST (NORTH SIDE) 6/1-6/30 OK " EW
GATEWATER DR - GATEWAY CIRCLE
183. GATEWAY CIRCLE (EAST SIDE) 6/1-6/30 O.K. ~ EW
86TH ST - CUL-DE-SAC
184. BAKKEN ST (SOUTH SIDE) 6/1-6/30 O.K. ~ EW
GATEWAY CIRCLE - GATEWATER DR
185. MEADOW OAK DR (NORTH SIDE) 6/1-6/30 O.K. ~ EW
HWY 75 - FENNING AVE
186. E 3RD ST (SOUTH SIDE) 6/1-6/30 OK r EW
PINE ST - CEDAR ST
187. 7TH ST (CHURCH SIDE) 6/1-6/30 OK r EW
IN FRONT OF CHURCH
188. GILLARD AVE NE (WEST SIDE) 6/1-6/30 OK EW
95TH ST - 94TH ST
188a 94TH ST 6/1-6/30 . Mon tor 1 cracked panel @ 6738 94'" St
GILLARD AVE - GOLDEN POND LANE
189. GOLDEN POND LANE (S & W SIDES) 6/1-6/30 OK EW
GOODRICH DR & 93RD ST
190. GOLDEN POND LANE (WEST SIDE) 6/1-6/30 OK >JEW
93RD ST & 92ND ST
190A 91"' ST 6/1-6/30 - Mor itor 2 panels in driveway at 9081 91"' St NE
GINGHAM CT - HAUG AVE
191. GOLDEN POND LANE (OUTER SIDE) 6/1-6/30 O.K. >JEW
AROUND LOOP
192. 92ND ST (SOUTH SIDE) 6/1-6/30 O.K. \JEW
GOODRICH LANE & GOLDEN POND
LN
193. E 3RD ST (NORTH SIDE) 6/1-6/30 O.K.
Yo BLK FROM NEW ST - EAST
194. NEW ST (EAST SIDE) 6/1-6/30 OK
E 3RD ST - Yo BLK NORTH ON NEW ST
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-PAGE 19OF20-
SIDEWALK LOCATION
INSPECTIO
N
DATE
195. LOCUST ST (EAST SIDE)
BROADWAY TO Yz SOUTH
196. W 4TH ST (SOUTH SIDE)
LINN - LOCUST
197. E BROADWAY (N SIDE)
DAYTON - WASHINGTON
198. SCHOOL BLVD (SOUTH SIDE)
CEDAR-EDMONSON
199. W 4TH ST (SOUTH SIDE)
PINE (25) - WALNUT
6/1-6/30
6/1-6/30
6/1-6/30
6/1-6/30
6/1-6/30
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OK
SIDEWALK CONDITION DESCRIPTION
-Cracke d walk @ Sunny Fresh Foods (near corner of Linn & Locust)
-tripper & cracked/broken corners between Linn & Locust
O.K.
_ Monit r crack in ped ramp @ driveway (east side) into Walmart
-112" Ii~ at exit (west side) of US Bank along 4th St
_ Monit r crack in panel in ped ramp @ Pine & 4th (south side)
- PAGE 20 OF 20-
Council Meeting -07/24/2006
17. Consideration of Re lacement of John De re Skid Steer Loader. (1.S., T.M.)
A. REFERENCE AND BACKGROUND:
The Public Works Department is requesting auth rization to replace the existing 1997 model
8875 John Deere skid loader due to age and high re air costs.
In June of 2005 the Public Works Department pro osed to replace the John Deere skid steer as
$7,000.00 in repairs has been recently made to a achine valued at approximately $11,000.00.
Much of the major repairs to this machine had to b done in a John Deere shop due to the level
of difficulty for access and the requirement for m y special tools. The City Council denied the
request to replace the unit due to the limited num er of hours on the machine (approximately
1,977 hours).
Since June of 2005 we have spent again in excess f $1,000.00 in outside repairs and parts, this
does not include our own in-house labor or travel ti e to and from Rogers, MN for repairs or the
inefficiencies due to down time. Weare, there: ore, asking the Council again to consider
replacing the John Deere skid steer loader this year.
The Public Works Department has re-analyzed ou needs for skid steers and has modified our
request to a smaller skid steer than previously requ sted. In addition, we are requesting a set of
removable rubber tracks for the machine. Weare finding it necessary to do more work in our
many ponds as they are now of the age that they do equire some cleaning and restoration. Many
of these areas are only accessible to lighter eq ipment using tracks. The Public Works
Department has evaluated two machines available on the State bid properly sized for the work
intended. These two machines were the Caterpil ar and the Case skid steers. The piece of
equipment having the best overall rating and the 10 est price was the Case 430 skid steer loader
from St. Joseph Equipment in the amount of $30,2 2.00. Adding the necessary protective lexan
door assembly for milling and jack-hammering and the optional rubber track assembly increases
the cost by $4,345.00 bringing the total to $3 ,597.00 without tax or trade. St. Joseph
Equipment has graciously offered us $10,300.00 'n trade for our 1997 John Deere skid steer
based on the assumption that it is still in operating ondition when it is traded in. Therefore, the
trade difference would be $24,297.00. Adding the x brings the total to $25,876.31. An amount
of $32,000.00 has been placed in the 2006 budget for the purchase of this piece of equipment
split equally between the Street Department and the Park Department.
B. ALTERNATIVE ACTIONS:
1. The first alternative would be to authorize he purchase of a new model 430 Case skid
steer loader from St. Joseph Equipment f Elk River, MN under State bid contract
435755 including the lexan protection door and the rubber tracks along with the trade in
the 1997 John Deere skid steer for a total, in luding sales tax, of$ 25,876.31.
2. The second alternative would be not to purc ase a new skid steer.
C. STAFF RECOMMENDATION:
It is the recommendation of the Public Works Director, Parks Superintendent and Street
Superintendent that the City Council authorize th purchase of the model 430 Case skid steer
103
Council Meeting - 07/24/2006
loader and trade in the 1997 John Deere skid steer as outlined in alternative 1. The Public Works
Department has revised its original request from 2 05 to a smaller machine which would be
more suited for our needs today and in the future. e have again evaluated the 1997 John Deere
based upon our vehicle replacement policy propos 1 presented to the Council on January 21,
2005 and find it is not cost effective to kee the 19 7 John Deere in service. The average value
of the 1997 John Deere is less than what we ar receiving for trade. Also, repairs keep
increasing with this unit and the value keeps decre sing, which is a losing proposition for the
City of Monticello.
D. SUPPORTING DATA:
Copy of the quotation from 81. Joseph Equipment der State bid contract 435755 for the model
430 Case skid steer loader, a copy of the specific tion on the Case, a copy of the equipment
values from the machinery trader, a copy of the vehicle replacement policy proposal from
January 21,2005 and a copy ofthe repair and parts ills excluding maintenance for the last year
for the 1997 John Deere skid steer.
104
-,.~% fO......~~~~ ~!;: $~:~.
'&- '-...J/ -*' ,';,.,
,(> ';',;>. -"""'''p~
~ i\%y . ~, ,,;4,
<,f;:~- ~E~)l>
ELK RIVER
16200 HWY 10 !NW
ELK RIVER, M~' 55330
Phone:763-262"4474
Fax:763-262-42') 1
~~,!t!l":l!I ~~~n
~~
EQutPh'lENT~
~.i. X/QICIOO" ..
Tom Moores
City of Monticello
505 Walnut St
Monticello, Mn. 55303
763295-3170
Reference:
Quantity
Description
1 We are pleased to quote the city (1) ?006 Case
430 skid steer loader per state bid co1tract#435755;
Base Price
hydraulic quick attach
optional control handles
suspension seat
deluxe cab, heater and air conditionir 9
alarm pkg
master disconnect and jump terminal
case drain
aux. Front elec. Controls
foot throttle
high flow hydraulics
rotating beacon
ride control
....
hydraulic self leveling
two speed drive motors
blockheatef
i~:::' ~;,@. i:~J) ~t:z;i~.t: i %:;W fn~
DATE 6/12/06
Quotation #
Customer 10
Quote valid for 30 days
Prepared by:
Bill Greeley
Sales Represenative
Mobile: 612-865w3052
Total
$20,900.00
$546.00
$194.00
$179.00
$2,536.00
std
$94.00
$88.00
$80.00
$63.00
$1.162.00
$88.00
$343.00
$304.00
$673.00
1-'
$3 1 .00
If you have any questions concerning this quotatior , please contact me at the number noted above.
Approved By:
Date:
THANK YOU FOR YOUR BUS!NESSl
105
t ,ff") 4;; )l'l"', ELK RIVER ft,:i:~ !~i if: i~'~ ~:]~'~P~~';t;i"~@ ..",r,,;;. ,,,,.'C"'.
..,...., 'WJ1i ..' ..,,",~. .,' ,,%t,Jq;n~
}~~' "'JI'<<;;;,~?f::<I. ,.;:-". .':'-;~~'7-~~;;. ,::' ~. i;:;:;- -=,~ ".;.:.~~."~, '':''..::~; ;'.o:;~.
.(:>- {.~. ~~~A~'t~~:~
:{;i::;\:;' 'llJ,>-'''- 16200 HWY 10NW DATE 6/12/06
... ELK RIVER, MN 55 330 Quotation #
Phone:763-262.447 Customer ID
~'J:;.&.,.:~W~~
12 () U ~ P MEN 1',0 Fax:763.262.4251
~ilil~l. . i.:U I'P'I"'V'"~
Quote valid for 30 days
Prepared by:
BiI! Greeley
Sales Represenative
Continued Mobile: 612~865~3052
Reference:
Quantity Description Total
rubber floor mat $30.00
72" low profile bucket $565.00
72" cutting edge $130.00
12.00 X 16.5 galaxy tires $263.00
36month I 3QOOhr full machine warranty $973.00
service manual $265,00
bucket cylinder reliefs $225.00
sub total $30,252.00
Trade, 1997 LX8875 NH Skid Steer $ (10,300.00)
total $19,952.00
Options;
lexan door assembly $850.00
solideal rubber track assy. With 10.00) 16.5 tires $3,495.00
Quote does not include applicable sale tax.
..... .... ... . ...... ..n...'
If you have any questions concerning this quotation, please contact me at the number noted above.
Approved By: Date:
THANK YOU FOR VO JR BUSINESSI
106
4()() Series
ENGINES
You can depend on tho? Case 400
Series Skid Steers for outstanding
performance. thanks to the power
plants at the heart of these models
The 410 and 420 feature the 4221M2
4-cylinder,134 cubic inCh (2.2 liter),
Tier II certified engine that is quiet
and powerful. A 40-amp alternator
provides electrical power in the 410
and 420 models
A large displacement. high torque
engine powers the 430 and 440
The 4451M2 4-cylinder, 274 cubic
inch (4.5 liter). Tier II certified engine
offers plenty of torque rise to get you
through tough jobs. The 430 and 440
feature a 95-amp alternator.
The engines in the 410 and 430 skid
steers are naturally aspirated, providing
smooth, economical operation.
Turbocharged engines in the 420 and
440 provide additional torque and quick
response. They are ideal fOf high-altitude
operation. excavating. or running high
horsepower hydraulic attachments.
such as cold planers or snowblowers.
For running on optional tracks. working
in wet climates, or on hilly terrain, the
turbocharged 420 and 440 Skid Steers
can't be beat when you're looking for
high torque and immediate response in
a compact package.
Engineered for low
operating cosu
The Case Family III engines on the
430 and 440 models figure well into
I
L...._.____
---
ENGINE MODEL
-~.~,~-~-"-'-""
CYLINDERS
~",.....--------" ,.~ '~_., ~."",,,-,_.,-_..,,""
NET HP (K1N) @ 1700 R M
~._~.-.----..-~'~
DISPLACEMENT CUBI Irl (L)
.~,,--_....,'-
MAX. TORQUE LB.FT I M) @ 1700RPM
the low cost of owners ip equation.
getting the job done wi h low RPMs for
less wear and longer lifi . The integral
water pump and oil co ler are easily
accessed for service. etting you back
on the job quickly, And piston oil
cooling keeps the engi e running
cooler for less wear 0 components.
All skid steer engines f ature a 500-
hour oil change recorn endation.
The balanced cooling ystem on the
400 Series Skid Steer features an oil
_ucoolef next tothefan-.,helpingtoeool
both the engine and t e hydraulic
system. A spa k-arresting
muffler is st ndard on all
400 Seri s Skid Steers
410 420 430 440
422/M2 422T/M2 445/M2 <<5T1M2
-~,~,--.........~"'_._~-,.~"" .__......----'--".....,.
4 4 4 4
.~. ..--..--. ,-,---,""'-'...............',"-''''''~-,.,~-_..._.~~'_._-~ .
49 (37) 56 (42) 74 [55.2) 82 (61.1\
.....------.-...............'.. _._-~""'. -~_..............- ,........-----..,'-~-~.
134 (2.2\ 134 (2.2) 214 (4.5) 214 (4.5\
_.,--_.~-"~.,_...............
110 (149) 132 (119\ 236 (320) 263 (357\
Optional jump start terminals. combined
with the master disconnect switch. aid
in long-term storage, convenient cold
weather starting and theft prevention.
An engine grid heater option is also
available on the 430 and 440 models
to aid cold weather engine start.ups.
On the two smaller models. glow
plugs are standard.
All Case engines in these skid steers
come with one of the best warranties
in the business- 2years12.000 h(')Ul'S.;
108
"""'''''''', ',~,,,,,,,~,,,,,,,,,",_,,,,,,,,,,_,,,,:,,,,,,,,<__.,m,,,,,_',,.',,,~,..,,.,.......,,,_",,,~._m~<i""'''''.IIII''''''''''_.iIII''_~_r,m"'",~,,,,,,,,,.,", -.,",.,."'....'''''"'_'~i:!>lt
"',."'"''''um.'~,''~~~'.,.',,:,;_.-W\
PO\I\.Ef~TRAJN
Tandem servo-controlled hydrostatlc
drive pumps are coupled directly to the
engine f1yvvheel, delivering 100 percent
of available engine power to pumps and
components Direct coupled hydraulic
pumps prevent power loss and COStly
belt maintenance. Hydrostatic motors
efficiently uansfer power through eXUa
heavy-duty drive chains. Heavy-duty,
single-piece, forged, induction-
hardened carbon steel axles ensure
reliability. lubed-for-Iife axle housings
with protective seal guards offer long
life and dependable performance.
Heavy-duty radial piston drive motors
offer greater tractive effort, improved
reliability and efficiency. The 430 and
440 models, equipped with the two-
speed option, provide faster travel
speeds from a push-button two-speed
drive. These two machines accelerate
from 7.3 mph (11. 7 kph) in low range
to 11.9 mph (19 kph) in high range.
Push-button
brake activation
All Case 400 skid steers have push-
button brake activation to allow operation
of the loader arms without having to
steady the machine. an excellent
feature when work in on slopes The
spring-applied hydra fie release (SAHRI
disc parking brake c n be applied
three ways: press th brake button on
the right-hand insuu ent panel. raise
the seat bar. or stop the engine.
The low-effort excav tor-style conUals
give you precise con ai, improving
your productivity. An the conUols
swing away for easy ntry and exit.
For the ultimate in v tmty. standard
auxiliary hydraulics all w you to operate
a wide range of attac ments. A locking
lever for the foot ped I provides
constant hydraulic n for backhoe
or trencher work.
Heavy-duty, pre-stres ed drive chains
are featured on all 4 Series Skid
Steers. The chains on the 410 and
420 units are ASA'8 . On the 430
and 440 models, the hains are
ASA #100.
9
109
i4'()() Series
OPEI<ATOR ENVIRONiVENT
operator comfort
Case 400 Series Skid Steers are
designed with features that help
protect the operator. such as the
standard retractable seat belt and
ROPS/FOPS canopy with side
screens. In addition to serving as an
armrest the seat bar locks out the
drive system and loader control levers
and engages the parking brake when
raised. There is a comfortable operator
environment to suit every preference:
ROPS/FOPS The standard RaPS/
FOPS has side screens and a rear
window. For overhead protection
from the elements, add the top
window. Or, if you'd like a little
more protection on the sides,
add the sliding side windows
Cab/FOPS This delu e cab option
includes heat, sound
and top and side win
The premium deluxe ab option
includes a heater and air conditioning
sound pads, front do r, and top and
side windows. Availa Ie on the 430
and 440 models only.
Easy in, easy
,I
,!.,:.."",-,-"-,._,,,,- ".,'-"','-_.,''''".".,'',.._""'''''-~"...,..,'
The 400 Series Skid teers offer easy
entry and exit. Low-e ort servo-
hydrostatiC controls wing away,
A standard vinyl wat r-shedding seat
(suspension seat op anal) keeps yoU
comfortable during I g days on the job.
For operator protectl n in certain
applications. a Lexa . shatter-resistant
front door is availabl
Easy-to-read instru
positioned on all 40 Series models.
Now located on the right upright post
for better visibility t the bucket. these
panels are at the 0 erator's line of
sight for quick refer nee to system
functions. The pus -button park brake
is located in this in trument panel.
Overall. visibility is xceptional from
the 400 Series seat You can easily
see the bucket. tir and curb line.
,_,""-""'"'~~\:"I"':'"""'".':A''''r....',~,_,'''''d'\.__'~_'''''_~'P.'','''"'''''''!:III~_,~'''III'__,,,,,,,,~,,_;:",~,,.,'.'''_O;',,,"._.IO:Ii\~'''-
EASE OF MAINTENANCE
~'IIIIo_'~I&"~:~;O'~_PIII__._____':..."""""--IIifj;jo~"',\~,",_,",~__,;_-
Case 400 Series Skid Steers are
designed to keep you on the job
with built-in serviceability features for
maximum uptime, All models feature a
low SAE maintainability index rating.
With easy access to ma' r components.
maintenance. inspection trouble
shooting and service re ir can be
performed quickly, getti g the skid
steer back on the jobs it .
Many components are signed to save
money and prevent do ntime. The
hydraulic pumps are co pled directly
to the engine to help pr vent power
loss and costly belt mail tenance.
Orderly hose routings k ep hoses
organized and safe fro damage.
Plated steel tubing is al 0 used
to promote long life an aid in
hydraulic cooling.
One-stop daily
check points
The easy-tilt ROPS is just one of the
reasons for the low maintainability
index ratings, It is exclusive on Case
Skid Steers. Simply remove two bolts
and tilt the ROPS, and you have full
access to the engine and other major
components in just a minute or two
SlTBrt design
cleaner. Swing out the rear service
door for a quick check of the coolant
and hydraulic oil levels. And you'll
appreciate how easy it is to clean
the cooling system. Just pull out
the radiator for easy access. And
easy access means the checkpoints
are more likely to be checked daily.
contributing to longer machine life.
Prerriurn filtration for
longer life
You'll get more years of operation
from your skid steer thanks to the
filtration systems on the 400 Series.
The standard dual-element air cleaner
system ensures extended air filter life.
A 6-micron hydraulic oil filter provides
added protection.
FREE 100...t1our inspection
A single location for aily check Case helps make sure you get the
points saves time. II checkpoints biggest performance from your skid
are easily acc ssed from the steer. Every 400 Series Skid Steer
:', rear of the m chine under comes with a FREE 100-hour
ltieloCkable ooa-ana -------lnspection.-ensurtng-thatyour skid
behind the swing-out steer is adjusted to perform at its
service door. There are optimal. most productive level.
no sid s panels to
remov . Open the rear
hood t reach the fuel
fill. oil Ills, engine oil
dips tic and the air
And. all Case 400 Series Skid
Steers come with a one-yearl
unlimited hour warranty.
11
111
112
CASE
.00><5$IOU' PHT~!.
ENGINE
Model
Case Family III 445/M2 diesel. Tier II certifled
Type
Cylinders
Bore/Stroke
Displacement
fuel Injection
Fuel
Fuel filter
Air intake
Cooling
Engine speeds (rpm)
High Idle - no load
Rated - full load
Low idle
<I-stroke, naturally aspirated
4
4.1 x 5.2 In
(104 x 132 mm)
274 in' (4.5 L)
Direct
112 Diesel
In-line strainer
Cross-noVl
Liquid
2480;0:50
2300
1050
Horsepower per SAE J1349
Gross 80 (60 kW) @ 2300 rpm
Net 74 (55.2 kW) @ 2300 rpm
Peak torque
@ 1400 rpm
ENGINE COOLING
Radiator
Core type
Core size area
Rows of tubes
Cap pressure
Fan
Diameter
Ratio
Water pump
Style
Flow
Engine lubrication
Pump
236 Ib.ft (320 N'm)
Square wave
serpentine
450 in' (.290 m')
3
13 psi (89.6 kPa)
20.4 in (518 mm)
U:1
Integrai
48 gpm (182 Umin)
Deep sump with plate
cooler artdpressurlzed
under-piston nozzles
Pump operating angle ratings
Side-Io-sice
Fore and aft
Oil filtration
Rated 35'
Rated 35'
Replaceable.
lull-now cartridge
430
POWEATRAIN
SKI
TIE
STEER
II CERTIFIED
Drive pump
Tandem, axial piston hydro tatic transmission
w/integral charge pump drl en directly off
engine flywheel
Pump to engine ratio
Displacement
Pump now @ rated !pm
Flow
Charge pressure
System relief
1:1
o I 2.81 in' (46 eel
29.8 gpm
(113 Umin)
Bi-dlrectional
60 psi (24.8 bar)
4350 psi
(300 bar)
Controls Servo
Drive motors Fix d displacement
radial piston
Maximum displacement 28.7 in'
(470 cc)
Speed @ rated engine rpm
@ max displacement
Optional high speed
Torque @ max displacemen
and relief pressure
Travel speed mph (km/h)
Low range
High range (optional)
Final drive
Drive chain
Size
Tensile strength
238 rpm
397 !pm
1. 752 Ib.lt
(2383 N-m)
7.3 (11.8)
11.9 (19.2)
ingle-reduction
chain drive
ASA'100HV
30,000 Ib
(133447 N)
Axles
One-piece. forged inductio -hardened high
carbon steel
Torque @ raled rpm
Diameter
Length
4.633 Ib.ft
(6014 Nm)
2.0 in (51 mm)
.61 in [371 mm)
Parking brakes
?eri~9~pplie~,hydr~uli(;rEl ease disc
Engagement
Depress on/off brake butta . raise seat bar.
get off seat. or stop engir,e
Page 1 of
HYDRAULIC SYSTEM
Standard equipment
Pump Gear pump
Displacement 2.2 in'/rev (36 eel
Pump flow" rated engine rpm
Total 21.0 gpm (79.4 Umin)
Optional high flow @ rated engine rpm
Total 31 gpm (1 I 7 Umin)
Loader control valve
3-spool open-center series with power
beyond port
Relief pressure 3000 psi (207 bar)
Port relief pressures
/11 BRaise
Hydraulic lines
Tubing
Loop hoses
Hydraulic oil cooler
Core type
3350 psi (230 bar)
37' JIC Flare
SAE 100 R12
Two row in-line
Hydraulic liIter
6 micron spin onreplaceable element on the
return line withwarning indicator
113
INSTRUMENTATION OPERATOR EN' fJRONMENT OPERATING WEIGHTS
Batter/ voltage Tilt RaPS/FOPS canopy Iside screens Unit equipped with 12.00 x 16.5 Solideal Hauler
LCD hourmeter Water. shedding vinyl seat SKS tires, 66 in (1.6 m) short lip bucket.
mechanical attachment coupler, full fuel and
Fuel level LCD bar graph Seat presence switch 165 Ib (75 kg) operator 6,875 Ib (3119 kg)
Warning lights 2 in (51 mm) retractable s at belt Shipping weight 6.207 Ib (2816 kg)
Fuel level Seat bar w/lntegral armre ts Add-on weights
Engine preheat PNO servo-assist. adjustal Ie, hands. only Side cab glass ~ 70 Ib (32 kg)
Engine coolant temperature control levers Lexan@ door .50 Ib (22.6 kg)
Engine oil pressure Hand throttle Glass door w/wiper .77 Ib (35 kg)
Air cleaner res triction Suspension seat ~10 Ib (4.5 kg)
Hydraulic charge pressure LOader control lockout sy tem
Hydraulic filter restriction Front and rear halogen flo dlights
Hydraulic oil temperature Floor cleanout access SERVICE CAPACITIES
Parking brake Fuel tank 22.0 gal (83.3 L)
Seat belt reminder CYLINDERS Engine oil w/filter 12.7 ql (12 L)
Warning alarms Lift cylinder Engine cooling system 18 qt(17 L)
Engine coolant temperature Bore diameter 2.5 in (63.5 mm) Hydraulic system
Engine oil pressure Rod diameter 1.5 in (38.1 mm) Reservoir 7 1 gal (32.4 L)
Hydraulic oil temperaMe Stroke 35.8 in (2066 mm) Total 13.3 gal (50.2 L)
Hydraulic charge pressur!! Closed length 6,8 in (1190 mm) Chain tanks (per side) 6 qt {5.7 L}
Seat belt reminder
Bucket cylinder
Bore diameter 2.75 in (69_9 mml
ELECTRICAL SYSTEM Rod diameter 1.37 In (34.9 mm)
Alternator 95 amp Stroke 14.61n (370 mm)
Starter 2.7 kW Closed length 26.9 In (683 mm)
Battery
12-volt low-maintenance 850 cold-cranking
amps @ 0' F (-18' C)
TIRE SELECTION
Width
Ply Treed Tire Over nre
Size Rat:na Death Width Tires WeinhtO
Solideal Hauler SKS 12.00 x 16.5 10 0.75 in 13.1 in 64 in 74lb
119mm) 1333 mm) (1.63m) 133.6 ko}
Solldeal Hauler SKS (offset wheeO 12.00 x 16.5 10 0.75 in 13.1 in 71 in 741b
(19mm) (333 mm) (1.80 m) {33.6 ko}
Galaxy Beefy Baby" 12.00x16.5 10 0.81 In 12.4 in 641n 811b
(21 mm) (315mm) (1.63m) (36.7 kQ)
Galaxy Beefy Baby (offset wheel) " 12.00 x 16.5 10 0.81 in 12.41n 71 in 811b
(21 mm) 1315 mm) (1.80ml (36.7 ko)
Galaxy Hulk 12.00 x 16.5 12 1.37 in 12.0 in 64 in 100lb
(35mm) (304 mm) (1.63 m) (45,4 kg)
Galaxy Bulky Hulk 33/15.50 x 16.5 14 1.37 in 15.1 in 70 in 1241b
(35mm) (384 mm) {1.78 ml (56.2 kg)
.tlre weight does notnclude wheel weight
430 Page 2 14
114
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fr.
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DIMENSIONS
A- Overall operating height
wifoundryiexcavaling bucket - shorllip
wl10w profile bucket - standard lip
wl10w profile extended bucket - long lip
Height to'
B. Bucket hinge pin
C. Top of rollover protective structure
D. Bottom of level bucket, loader arm fully raised
Overall length
E. w/o attachment w/coupler
F. wifoundry/excavating bucket on ground
F. wl10w profile bucket on ground
F. wl10w profile extended bucket on ground
G. Dump angle at maximum height
H. Dump height - loader arm fully raised
wlfoundry/excavating bucket
wl10w profile bucket
wl10w profile extended bucket
J. Reach -loader arm fully raised
w/foundr/lexcavating bucket
wl10w profile bucket
wl10w profile extended bucket
Maximum attachment rollback
K. Bucket on ground
L. Bucket at full height
M. Wheelbase
Ground clearance
P. Bottom of bell an
a. Angle of departure
Clearance circle front
R. less bucket
S. w/66 in (1.68 01) four:dry/excavating bucket on ground
S. w/6.6 in(1.66m\low profile bucket on ground
S. w/6S in (1.68 01) low profile extended bucket on ground
T. Clearance circle rear
U. Rear axle to bumper
v. Tread width, centerline to centerline
NOTE: 'Equipped with 12.CO < 16,5 Solideal HaUler SKS lires
152.4 in (3.87 01)
158,0 in (4.01 01)
163.0 in (4.14 01)
121.5 in (3.09 01)
76.7 in (1.95 01)
114.2 in (2.90 01)
103.9 in (2.64 01)
127.2 in (3.23 01)
132.9 in (3.38 01)
137.9 in (3.50 01)
390
96.6 in (2.45 m)
93.1 in (2.37 01)
90.0 in (2.29 01)
21.3 in (0,54 01)
25.9 in (0.66 01)
29.7 in (0.75 01)
32'
84'
43.1 in (1.10 01)
9 in (229 0101)
28'
50.3 in (1.28 01)
767 in (1.95 01)
81.9!0 (2.0.8 m)
83.1 in (2.20 01)
59.1 in (1.50 01)
36.6 in (0,9301)
52.6 in (1.34 01)
430 P ge 3 of 4
7
\
.
I
j
v
!
...1
PERFORMANCE SPECS
Operating load
Tipping load
Breakout force
Lift cylinder
Bucket cylinder
2,000 Ib (908 kg)
4.000 Ib (1815 kg)
4,520 Ibf
(20100 N)
5,4131bf
(24 079 N)
o In (0 mOl)
Dig depth
wlbucket flat
Cycle time
Raise
Lower
Dump
Rollback
4.5 seconds
3.0 seconds
2.2 seconds
1.9 seconds
NOTE: SAE raled lift capacilies- Breakout forca and
cycle time measured with raled load in FIE
buckel.
Type
OPTIONAL BUCKETS
Foundryl
Excavating
Low Profile
Low Profile
Extended
Utility/Light
Material
Manurel
Slurry
Heaped
Width Weighl Capacity
inch (01) Ib(kg) It'(m')
66 370 15.2
(l.G) (168) (0.43)
72 390 16.7
(1.8) (177) (0.47)
78 495 16.4
(2.0) (225) (0.52)
66 400 13,2
(1.6) (181) (0.37)
72 425 14.5
(1.8) (193) (0.41)
66 434 15.5
(1.6) (197) (0.44)
72 477 17,1
(1.8) (216) (0.48)
78 502 18.6
(2.0) (228) (0.53)
72 434 23.7
(1.8) (197) (0.67)
84 497 27.9
(2.1) (225) (0.79)
72 465 19.1
(1.81 (211) (0,54)
115
STANDARD EQUIPMENT
OPERATOR'S COMPARTMENT
ROPS/FOPS canopy w/slde screens
Tilt ROPS/FOPS
Instrument panels
Water-shedding vinyl seat
2 in (51 mm) retractable seat belt
Hand throttle
Ergonomic hand controls
Seat bar wl1ntegral armrests
Loader control lockout system
Floor cleanout panel
Rear window w/emergency escape feature
LOADER
Radial loader arm design
Mechanical attachment coupler
OPTIONAL EQUIPMENT
OPERATOR'S COMPARTMENT
Vinyl suspension seat wl2 in (51 mm)
retractable seat belt
Vinyl suspension seat w/3 in (76 10m)
retractable seat belt
Electric auxiliary hydraulic control
Glass front door w/wiper & washer
Sliding side windows
Air conditioning
Heater (deluxe)
Foot throttle
Accessory power outlet
Headliner
LOADER
Auxiliary front electric control
Ride control
Hydraulic attachment coupler
Hydraulic one-way self-leveling
HYDRAULICS
High-flow auxiliary hydraulics
3000 psi (207 bar) - 31.0 gpm (117 Umin)
Second auxiliary hydraulics
Attachment case drain plumbing
ENGINE
Case Family III 445/M2 dies I
Tier II certified
Automatic fan belt tensioner
Integral engine oil cooling
Fuel filter wiwatfJ( trap
Dual element air cleaner
95 amp alternator
850 CCA 12-volt battery
Heavy-duty radiator
POWERTRAIN
I-lydostalC four v.t.eeI ctive
Servo conlroled p..mps
/>SA. #1OCHS drive d1ain
SAHR disc paIdrg bIakes
ENGINE
Coolant block heater
Grid heater
OTHER
2 speed ground drive
Backup alarmlhorn package
Rotating beacon
Lift hookS
Special paint
Language decals
Factory-installed tires - see p ge 2
Buckets - see page 3
BOlt"on bucket cutting edges
42 In (1 .07 m) and 48 in (1.22' 10) pallet forks
Battery disconnect switchljun p start terminals
Steel tracks
Lift cylinder guards
NOTE: All specifications are stated in accordance with SAE Standards or Recomm nded Practices.
where applicable.
NOTE:A.lfengines meet current EPAemissions requirements.
IMPORTANT: CNH America LLC reserves the right to change these specifications y ithout notice and
without incurring any obligation relating to such change. CNH America LLC does rot \Vaffant the
safety or reliability or attacnments from other manufacturers
Case IS a reglSle'ad t"damar< of CNH America LLC Any lraOemarks ",ferred 10 Mra:n, in as XI""on ""th goods
andicr services of companies other Ihan CNH Amer'ca LLC are Ihe oroperty of lhasa res;l<lcti a companies.
HYDRAULICS
Auxiliary hydraulics 3000 pSI
(207 bar) - 21,0 gpm (79,4 Llmin)
Hydraulic circuit pedal lock
Loader arm-mounted ISO fiat face connectors
Auxiliary function lockout override
Loader function lockout system
Loader 11ft lockout override
3-spoclloader control valve
Heavy.duty oil cooler
Loader arm fioat position
OTHER
Integral bumper counterweight
Lockable service access hood
Single-point daily servicing
Halogen lights. 2-front, 1 "rear
Rear taillights
CASE
p~Ofn5l0HH PAHHER
www.casece.com
~ CAS!! IS A BRANO OF CNH,
'1oY"' A GLOBAL LEADER IN CONSTl'(UCTION EQUIPMENT, AGRICULTURAL EOUIPI\lEN AND FINANCIAL SERVICES.
Form No CCE1200513
Replaces form no CCE8250405
P"nled in U S,A
~ 2005 CNH America LLC
All Rights Reserved
116
0) Sg:~~i~~~
JOHN DEERE
13725 MAIN ST.
ROGERS, MN 55374
(763) 428-4107
*LAND PRIDE
*FELLING TRAILER
.WOODSMAN
Service Invoice
~
INVOICE DATE
SOLD TO:
r
r GITY OF 1"01-IT1:CI::I..1..0
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PURCHASE ORDER NO,
NAME
OIL & ~YD LEAKS, INSTALL NEW
RAN MACHINE TO FIND LEAK. REPLACED
ON NUTf.> TO PUL.L (.)F~l'Il;: OFF- MOTOr~S.
MACHINE, CHECKED FOR OTHE~~F
ASSE:rIBL..ED SHEET \"ETAL RE~r~:'~
2 E6~:j252
2 M4'+2'5:1.
2 Me~V,35
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TOTAL PARTS
:.
15% ReTURN CHARGE ON ALL SPECIAL ORDER PARTS,
ALL PARTS MUST BE RETURNED WITHIN 25 DAYS.
NO RETURNS ON EL~CTRICAL ITEMS
TOTAL LABOR
MISC, CHARGES
SALES TAX
PLEASE PAY ...
THIS TOTAL ...
INVOICE NO,
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) '".i" : ,0' N' 5' ' 'i",}/ flR~r}E 2~:~~755314
JEERE.., '",,' "'" ,.'" Since 1916,.r ,Y;: '
rl~Ir{\(JFi1;:.~ONTJ:Cf'::Ll.,O l '
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)ADEAED SHIPPED '610 ./1' ,
LIST
PRICES
NET -
OFFIC
EXTENSION USE
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fS'6 RETURN CHARGE ON All SPECIAL ORDER PM S.
AU. PARTS MUST BE RET1JRNED WITH1N 25 DjI,YS. '.
NO RETURNS ON ELECTRICAL ITE
PARTS TAX{..j13LE
, PA" RTS ,J)J,QN,If:l,X,sl,,',.f, -
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c,;~~,~~'~::1~~!;,}~::C!:~:,.'A:~~:'l~'::r:":~3~J'~i;~i. . :,:'~ ~':G; ';::f~~;,~j:Ji,~::i;dh~;;~:'J::';'~' :ijl';i;'X.<:'t!L.~~:i:;~I~~; ~~~\ i ::"
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IS~..........CHARBER
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JC;' Ie 1 TY .IF 1'1GNT 1. C[LUJ l'
!( S ~'.';,Y'i WAt.\I.IUT !:')Tm::ET,
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.ESMAN ORDER NO_
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toy/OODSMAN
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INVOICE.oATE TIME-
-'l:3Pf;:CC 5 Og: ::::4 INVOICE NO. 01 :3 (lS;07 l
BIN PRICE$ OFFICE
.- -.' ,- .lJ NET tlSJON USE
~ ..
lIto.50 'II.:. . ~30 46 . ~';;o PC
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14 :06 INVOICE NO. 01 3:-504:;::7
PRICES OFFIC
UST NET EXTENSION USE
4~! \ ,,:') ,I
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la.,' ". + ~ '\.
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\LESMAN ORDER NO.
21
QUANTITIES
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C!J A Service of FPC Financial
The O1aq:o AccoU~1 Fodlun! Amen.a
SHIP VIA
15% RETURN CHARGE oN ALL SPECIAL ORDER PAR S
All. PARTS MUST BE AETlJRNED ViITHlN 25 DAYS. ..... .
NO RETURNS ON :.ELECTRICAL ITE S
PARTS TP\X~\J),l_E
PAfrf E; '..". -fii(..:.l"j.!:.'.ll' [~~.J) L E;
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SALES TAX
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4:' S..... CHARBER
;~NDEERE · ONS Since 1916
l
1372 MAIN ST.
ROG R5, MN 55374
(763) 428-4107
*LAND PRIDE
*FELUNG TRAILER
*WOODSMAN
IG l'rY Dr: 1'10NT ICELl_O
g 5;):'.:;; t.<Jl!t;..NdT STHH.: I ,
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AlESMAN ORDER NO.
~d
TIME
14: 06 INVOICE NO. 01
PRICES
NET
3~04::.:7
QUANTfTlES
ORDERED SHIPPED BlO
LIST
1
.49
29 . ~iO
.1:3
.49
29 . ~50
.13
:3" 1.0
6.75
"
.t"~.
2
2lJ.M"l:240
08Hq.~:f26
1(j';)84~5;:: 1:J
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W A $enlice of FPC FinMcia/
The CharS" A<:<:owIt For RIlrlII Americ.
SHIP VIA
15% RET/JRN CHARGE ON All. SPECIAL ORDER PARTS,
All. PARTS MUST BE RETURNB> WIlliIN 25 DAYS.
NO RETURNS ON ELECTRICAL ITEMS
. ~2 6'~
t:... :-;:~O
27.00
VEHICLE REPLACEMEN POLICY PROPOSAL
PUBLIC ",,"aRKS QPARTMENT
January 21 2005
The purpose of the guidelines is to create a means by which the department can efftciently evaluate the
replacement of the depal1ments equipment.
The goal is to maintain all equipment in good/safe/eft cient operating condition and rep lace equipment
before it becomes a detriment or safety problem for the city.
PROPOSAL:
~ All equipment will be evaluated at least two y ars before a possible replacement year. This will
allow us to plan ahead for future budgets and wil give the city the flexibility of delaying replacement
o f equipment if necessary.
.. Pickups (Y2 ton, 3/4 ton and I tons) and light uty trucks are evaluated after 8 years of service for
expected replacement at age 10 to 12 years. This includes a vehicle inspection by the city's
mechanic or a reliable dealership, a trade in v ue of the vehicle is determined, and an estimate of
how much longer the vehicle will perfonn effi ient service for the city. This will help decide when
it will be most cost efficient to replace the ve icle. The vehicle will be inspected and evaluated
every two years after the initial eight year insp ction.
.. Other smaller motorized equipment such astr tors, skid steers, lawn mowers, etc. will be assessed
after 5 years and every two years after the mit al inspection, with expected replacement at age 7 to
9 years.
.. Attachments will be assessed annually as to u age, wear, safety, and perfonnance.
.. If any piece 0 f equipment is found to have pos ible safety issues or excessive mileslhour associated
with operation, that piece of equipment will ave first priority for replacement.
.. Each year at the departmental budget meetin s the replacement schedule will be re-evaluated and
shared with other departments. The equipme t replacement priority list will be determined at that
time.
.. Additional new equipment purchases will e done when it has been shown that departmental
inefficiencies are occurring due to lack of equ, pment or that the cities public service needs are being
negatively affected.
.. Compact 4 x 4 pickups commonly used for off road constnlction inspection will be evaluated after
6 years with possible replacement at 8 years.
~ The city will attempt to sell all vehicies and quipment outright through a bid process once trade-in
values are known.
_ Page I or" 2 -
:\"'C~t..,~.rr.:t.iC:E3W~ ~~~ ~ 'tOOS.o::: Zfh,)~
122
~ Projec~ed gro\vth may require keeping better rade-ins for backup use or transportation service.
~ Large dump trucks: evabated at 10 years of ge for replacement at 12 or 14 years.
~ Small loaders (non skid steer): evaluated at S years of age '.vith replacement at to to 12 years.
~ Large loaders: evaluated at LO years of age w'th replacement at 12 to 16 years.
. :\-fotor grader: continue to buy late model us d; evaluate at 18 years of age \\/ith replacement at 20
to 22 years.
~ All trailers: inspect yearly with replacement s needed.
. Specialized equipment: Inspect yearly with r placement as needed.
...
. Vae-Con sewer cleaner: Evaluate yearly wit. estimated replacement at 12- 16 years.
Also other wastewater treatment plant he vy duty rolling stock such as trucks, trailers and
applicators.
. Page Z or"::: .
:'L~i.lIM~~t, C;E5"','II'tIN=l. o:!~~':l~~';W;;Q5~:. ~~f'~C5
123
SPECIAL REVENU FUND
2006 Budge
Capital Improvement Re olving Fund
COMMENTS:
Misc. Professional Services: Comprehensive Plan Updat
T&E Office Eauipment: PA system for Swan River Churc
Capital Eauipment Skid Steer (1/2 for Street. 112 for Pa ks)
Capital Buildinqs: PW Bldg Expansion III (Partial) Previously
budgeted $100,000
Capital Vehicles: Fire Truck Reserve (year 6)
Water Truck Replacement for Parks/Str ets
Capital Other: Fiber Optic Feasibility Study
2006 BUDGET.XLS:Spec Revenue Fund~Cap Imp. Rev:1/18/200
$100,000
$40,000
$8,200
$32,000
$250,000
$140,000
$65,000
Page 105
124
DEERE 8875 SKID STEER Pricing Information at Machine Trader.com
High/Low/Average
Page 1 of 1
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Show AV~J'agQsJ9r NQrth AmexicaQnly
You searched for: DEERE listings where the mo ells exactly 8875 In the SKID STEER
category
Total number of listings found:
Highest price found:
Lowest price found:
Average price:
Average price w/out High & Low:
Auction esults Prices
36
$14,750
6,500
9.137
9.049
Equipment for Sale Prices
14
$17,500
$10,000
$14,357
$14.458
Here is an aha~glance view of current "quick sa e", auction prices, and also current asking, or
"retail", prices.
We have done computations on both "Equipme t For Sale" & "Auction Results" listings for the
type of equipment you specified. Above you see th average price found, the highest & lowest
prices, and the average price computed again after throwing out the highest & lowest prices. For
clarification, we've also displayed the number of lis ngs on which the computations were
performed. (NOTE: Items without a price have bee omitted from the calculations.)
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Copyright @ by Sandhills Publishing ompany 2006. AU rights reserved.
http://www.machinerytradcr.comllistings/priceinfo.asp?catid 1 055&man=DEERE&md1'='887 5&guid=BF... 7/17/2006
125
1997 DEERE 6675 Skid Steer For Sale at MachineryTrader.co
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.~~rTlglLIhi~
A...dd.T..9JM.cll.ine.s.pfJnter:em
EriotQut
1997 DEERE 6675
Equipment Specifications
Year
Manufacturer
Model
Price
Location
SerIal Number
CondiHon----
Hours
Stock Number
1997
DEERE
6675
$7,500
St. Cloud. Minn sot a
M06675X03008
USED
5000
58929
General Information
10X16 TIRES-POOR. 66" BUCKET
Say you saw this 1997 DEE E 6675 on MachineryTrader.coml
htlp:llwww.machinerytrader.com/listingsldetail.aspx 10 JD~5418636&gnid~ BFF140FED5 A2 4859 AAD... 7/11/2006
126
http://w
EERE 8875 Skid Steer For Sale at MachineryTrader .cern Pag
1997 DEERE 8875
I Equipment Specifications
Year 1997
Manufacturer DEERE
Model 8875
Price $13,500
Location Rogers, Minnesota
Serial Number M08875X030010
Condition USED
Horse Power 61
Hours 3475
General Information
Cab and Heat, 72" and 84" BKTs, 2 Spd.
Cont 3Ct:
Scharber & Sons, Inc.
Mike Se harber
Machine is oeated in:
Rogers, ~ innesota
Phone: (76 ~ )428-4107
Fax: (763 428-2700
.-.-
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e 1 of I
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12006
127
DEERE 8875 Skid Steer For Sale at MachineryTrader.com
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DEERE 8875
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Acld To M~chiOgS 9flDt~1~~t
Printqyt
Equipment Specifications
Manufacturer
Model
Price
Location
Serial Number
Condition
Horse power
Hours
DEERE
8875
$12,900
Rogers, Minnesota
M08875X020145
USED
61
3200
General Information
Cab and Heat, 72" BKT, 2 Spd.
Say you saw this DEERE 887 on MachineryTrader.coml
S~o.d SctLarbeC&-.S ns,Jm.._aMilSSag~
Con act:
Scharber & Sons Inc.
.,......_..._..._"__..",u___ .----.,,--.', --"..., ~-,.",,'
Mike Sharber
Machine is located in:
Rogers, innesota
Phone: (76 )428A 107
Fax: (763 428-2700
ReJlJm LQ,P .~yiQ.Y~P2g~
HQffiQ CQPyd9ht.&L..Q9idNQUc.Q,dvacY1"Ql\!;Y SIte. Map C<LotactVs
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128
1999 DEERE 8875 Skid Steer Auction Result at Machinery rader.com
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1999 DEERE 8875
~EmSllLIhi~
PrintQ.!J.t
Equipment Specifications
Year
Manufacturer
Model
Serial Number
Condition
1999
DEERE
8875
M08875X040749
USED
Auction Information
Auction: 5/24/2006 In Fergus Falls, Minnes ta
Sold Price: $12,000
General Information
bkt,cab,aux hyd
Say you saw this 1999 DEERE 88 5 on MachlneryTrader.coml
Conta t:
Ri.tohie..Bcos.:._. uQtiont?~rs
Machine was a ctioned in:
Fergus Falls, innesota
Phone: (218) 98-3004
Fax: (218)9 8-3003
Sit~tM~p CQntat;ttUs
Hom~ CQPYri.ght&J"egaLNQticQ
Copyright @ by Sandhills Publishing Co pany 2006. All rights reserved.
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t 999 DEERE 8875 Skid Steer Auction Result at MachineryTr der.com
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J'\
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1999 DEERE 8875
~EmF.tiLIbJs
~Jj(ltQyt
Equipment Specifications
Year
Manufacturer
Model
Serial Number
Condition
1999
DEERE
8875
M08875X040379
USED
Auction Infonnation
Auction: 5/24/2006 In Fergus Falls, Minnes ta
Sold Price: $10,500
General Information
bkt,cab,aux hyd
Say you saw this 1999 DEERE 8 75 on MachineryTrader.coml
Conta t:
Rjtcbi~J~ro$--,- lJ~tlQ.De~J~
Machine was a ctioned in:
Fergus Falls, Minnesota
Phone: (218 998-3004
Fax: (218) 98-3003
Retl,l[f1 TQJ?re iQ!Js P.,9ge
~Qme CopyrighL&Legal~JQUc~ Pri_3cY_PQILcy SitELMap ContactUs
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130
Council Meeting -07/24/2006
18. Review of Pro osals for Cedar Street Li htin Pro.ect and Consideration of Award
of Contract - City Proiect 2006-02C. (J .S.)
A. REFERENCE AND BACKGROUND:
This lighting project was part of the feasibilit study for the Cedar StreetlDundas Road
Improvement project. The lighting portion of the roject consists of nine lights to be placed on
Cedar Street, between Dundas Road and Chelsea oad. Dundas Road is not being lit with this
project at the request of City Council. The lighti g package was bid separately from the street
and utility construction primarily due for the in lusion of a maintenance agreement for the
lighting system.
City staff developed specifications for the ligh ing system centered around the equipment
provided by Xcel Energy and Wright Hennepin E ectric on Cedar Street, School Boulevard, and
Deegan Avenue over the past few years. Of the proposals we requested, only 1 was received
and that was from Wright Hennepin Electric. Xc I Energy chose to delete this pole and fixture
combination as well as others from their offerin as they consider it a unique pole and fixture
combination.
The proposal from Wright Hennepin Electric i for a lump sum project cost of $89,675.00
including all MN state sales taxes. A 15 year aintenance agreement is included at a cost of
$15.85 per pole per month (the same dollar amo nt as School Boulevard and Deegan Avenue)
which includes 2 fixtures, 1 pole and 2 brackets. This maintenance agreement does also include
knock down replacements as past contracts with cel Energy and Wright Hennepin Electric have
had. This means is if there is a knock down, t e City has to assist with follow up with the
Sheriffs Department to determine the individual and insurance companies responsible. It also
means once in a while Wright Hennepin may be nable to recover from an individual or unable
to determine who knocked the pole down. The roject cost includes a spare pole and fixture to
replace a knock down while we wait 6 weeks for replacement.
The feasibility study for the project showed a co t of $108,680.00 for the street lighting portion
of the project. This cost included a 10% continge cy and a 28% indirect cost.
1. The first alternative would be to award contract to Wright Hennepin Electric for the
street lighting portion of the Cedar S eet project at a lump sum project cost of
$89,675.00.
B. ALTERNATIVE ACTIONS:
2. The second alternative would be not to award the lighting project to Wright Hennepin
Electric, but to look at other alternatives.
C. STAFF RECOMMENDATION:
It is the recommendation of the City Administra or, Public Works Director that the City Council
move forward with the lighting portion of the edar Street project and award the street lighting
to Wright Hennepin Electric as outline in alterna ive 1.
131
Council Meeting - 07/24/2006
D. SUPPORTING DATA:
Copy of cost section of feasibility study for the Cedar Street/Dundas Road project, copy of
proposal from Wright Hennepin Electric, and emai from Xcel Energy indicating they would not
bid on this project.
132
John Simola
From:
Sent:
To:
Subject:
i
Sieging Jr, Edward P [edward,pbl ging.jr@xcelenergy.comj
Friday, July 14, 200610:17 AM
John Simola
RE: Request for Proposal for Orn mental Lighting for Cedar Street From Dundas to Chelsea
Rd
Johr.,
Thanks for the information regarding Cedar St~eet. I've ceen calking with my boss
.::e<;arding che project a:-d we have determined Beause of the ur:ique pole and fixture
combir,a:ion, that we wi.:..l not: be bidding on t:e p::,oject. Thank you giving us ,the
opportunity to bid on the pro]e=:. Please keeP us in mind o~ future projects.
Tna:;k yo'.!,
E:d
133
, ~,....-,-- - . _.~, ~~.,.. -~
!
5. FINANCI~G
5.1 Opinion of Probable Cost
I
A detailed opinion of cost for the proposed improvemeI 'ts can be found in Appendix B of this
report. These opinions of cost incorporate 2006 constn ction costs and include a 10%
contingency and 28% indirect costs. The indirect costs include legal, engineering,
administrative, and financing items. A summary of the project costs is shown below.
SEGJ.\.IENf 1: CEDAR STREET
i
Schedule A - Street Improvements : 5433,540
Schedule B - Scorm Sewer $95,920
I
Schedule C - Watermain i $17 ,250
,
Schedule 0 - Sanitary Sewer 1 $2,000
I
I
, S191,730 (Alt. No.1)
Schedule E - Forcemain $240.020 (Alt. No.2)
Schedule F - Street Lighting $108,680
Total Project Cost (Segment 1) $870,630 (Alt. No.1)
$918,920 (Alt. No.2)
SEGMENT 2: DUNDAS ROAD
Schedule A - Street Improvements $220.210
Schedule B - Storm Sewer $110.730
Schedule C - Watermain I S18.730
Schedule 0 - Sanitary Sewer I S31.790
Total Project Cost (Segment 2) I $381,460
TOT AL PROJECT COST $1,252,090 (Alt. No.1)
.. (SEGMENTSl &2)' ._n". ............ -51,300,380- (All; No;--l) ,,,._,,..,.
.--- - .-,..-."., - - -,.-..- -.-. m"""'. --. .--".....
F 'A$/bility R'p4r1
C'W Str,., (Dufld/u Road 10 Cl"Is'1I Rod) <JIId
DUfll/Ju Road (C,dar $lrttlll1 EdmOfIJOII A.,m,,)
5tr"', Utilities. alld A.pputf'lIallllmp,.".,"UIlU
CIly alMo.wtllo proj,a :VO, 2006-0JC
....I'f"'1"I ....1'.... _:roO 'L". ~~ Paae a
.-
134
1\
Project Fundinglare3k Down
CALCU~A TED BY; J. MIiSSNER
DATE!: MARCH B, 2006
OPTION 1
ceDAR TR T _ C STRUCTION sses MENT flAT I I TReeT WIOENING. 10 T T
A street a&Selliment rate of $ 102.34 per front foot was used to calculate .,Is prelimil'll\l'/ usessment role Qption. This rate inctudllS the
commerclal property 'rant foot assessment from the Area 1 core slreet r construction of $55 per front foot as a basis for the street rate, mulUplletd
by 10% 'or an estimated Construction Cost Index increase Ilnce 2004. e $55 per front foot Slr8et assessment rate Is based on r!lGllnstructlng
a 24-'00t wide road to a 32-'001 wide road. The $102.34 assessment ra Ii Includes an addltlonal $29.33 per front foot added to the slteet
Improvement rale for the widening of tl1e road from a 32-feGt wide road 1 . a 44-foot wtde road, Also lnduded IntQ thia rate 115 100% of the CQstlo
conStr\.lct eurb and gutter.. The alsenment rate is calculated as Iollows .;
! Rate _ $55/ff"10%lnftation . (CUlb'10%cOnungenCY'28%lndirectWldel1fng'100,lOCOnUngenC;Y'2S%1ndirect)- $102,34/lt I
The cosllo construct the right turn lel'e on Chelan Road is assesSed a ;00% 10 tM bel1efttinQ property. Sidewalk Is assessed to the benefttlng
prGpertyat IOO',\, of Ihll front fool cost to construct a 5.foot wide concre1sidewalk. Intersection improvements are ass8Ssed ala rate of $1,10
per 'ronl fOOl which is covers 100'~ of the cosl 10 construct median at t e'ltllersectlon 0' Chelsea Road and Cedar Slteet. DrIveway
improvements are usessed at 1 CO% 10 the benefttlnQ property, Slorm ewer is '$Sessed al1 00% of tl1etotallmprovemenl cosl minus tl111 storm
sewer stub costs, which are Issessed at 100% to the b.enefiting prop". i Walll. r main and sanitary sewer adjustments are to be paid by the CUy
mlnuslhe service slubS which are anessed all 00% to the be.neftllng qperly The preliminary usea5mentlor street lighting Is $40 per fronl
fOOl The enlire cosiO' the force main improvements will Ile paid fat us, 0 City sanitary sewer !fUnk funds
i
B - Storm Sewer Improvements
C . Walllr Main Improv"",ents
o - Sanitary Sewer Improvements
E - Force Main Improvements
F . Strset Lighting
G . Chelsea Rd FlIght Turn Lane
Total
$111,120,3% tlAIU1)
$14-0,014.72 1 (Alt 121
$108.112.00
$21,504.38
$87o,s9U7 1 (AIU1)
$918,891.17 IIAIU2)
ell propertil1' to/sUng 110',376 97.
I
I
$95.915.78
$0,00
5000
SO.OO
$108,872.00
$21,504.38
'54-3,300,35
. The row straet IISS&$&'T1l!lflt includes an llS$essmen/lo /hll City 0
OPTION 2
CEDAR STREET .100% ASSI'!SSEO
This scenario aaaessee 100% of the project construction coel minus
considered City expenses.
A . Slreet Improvements
8 . Slorm Sewer Improvemanta
C . Waler Main tmprov$ments
o . Sanitary Sewer lmprovamants
a - Force Main Improvements
F . Str"1 Ughling
G . Chelsea Rd Right Tum Lane
. !!lJ;a1
(5$~",",1
so. 00
so 00
so. 00
so. 00
5-485,290,60
,e Jatar main, sanitary sawer. and fcrcEl main improvemllnls, which are
I
$95.915.78
so 00
$0.00
$ ,09
S172.4.00
$1,9936
$191,720. 21(AU1)
$240.014. 2 1 {Alt ltZ)
0.00
0,00
$210,967. a liAlU1)
--- --"'~ .~,-".!-.- ......_-,~.
$259,262. 8 IIAlt~)
$191,720.321 (Alt '11
5%40,014.72 I [Alt '2)
$108,67%.00
$21,504.31
'170,S9U7 I (A1t '1)
-.,.,....-., .-. """"-~.,,-,,,,"""-'----- -
$911,191.111 (Alt 1121
. The /ollll slrs!!1 assessment ;ncJud/ls an as.'ltlssmenl to 'he aity e4 properties/olaling $130.31006
5000
5108.672.00
$21,50Q8
5659.811.09
(5$"rllIft.1
${}.GO
:10.00
so. 00
. tll,()()___
$4'G,Uo.110
135
CALCULATED BY; J. MESSNER
DATE; MARCH /1, 2006
DUNDAS ROAD .100.1. ASSEssee
This includes assessing '00% of the project construction cost minus the crm sewer upsizlng fee and nydrant adjustment, whICh are conaidered
Cily expenses
B . Slorm Sewer Improvements
C . Water Main Improvements
D . Sanitary Sewer ImprOVl!lmllnlS
($5" milt,)
$31.795,60
$0.0
Total
$379,03,u8
I
$2,414 fO
I
'381,44'.38
S211.10UO
.Notll: Street IIghllng and sidewalk CMstNollon Will be completed at the
r ,Id._,.,,",
I
136
"Cedar Street
City of
PrcsentedJulv17-2006
, '
_~EJ,?llIl Qls~~ --
Principle Representative
Wright Hennepin Response
Signature Lighting rnc.
763-753-8157
e
LIGHTING
Wit.
~?i~
7<~
· ghting Project"
o nti cello
137
WJI
Wrlght.Hennepln
~1Ml elacltie _lIli~
\ T~ F.nc<iY" Coop<12rtvt *
...... D'.......
. Chri:; ,\. lM1ttt~ Chair
AJ/""ndJlt. ,\C\
. Thomas B. :<'lIch, "ice Ow
M.r" eM.. ,\{;';
. Dole r Jan", $.;cremry-Trt':l.<urcr
Bujf<Jfn. AtN
. TIII1Oth}. l. Young,
AJln.ut&Je. .\0.'
. Butch . \. uru.knidso:r.
.\f""ti..!14. '\0.'
. Burton It Hor.;ch,
1,1,"""" LUt. .\l:-,;
. C.l1'olyn .\. ~bjnr.
p~_h. ,\L'i
. Donald. \. Luc1S,
M4"t C,.,... M}o.i
. EcickJ Hcinz.
C,..,,,,,jJI, .\L'i
.....st.... & ClO
. Molrk E \'ogt.
'w,.,,,&,k. A0.'
City of ~[onticeUo
,\ttencion: ~Ir. John Simola
909 Golf Course Road
Monticello, ~L." 55362
July 11.2006
Re: Proposal for Decorative Streetlight nstallacion - Cedar Sueet
Dear ~Ir. Simola.
"hight-Hennepin Elecrric is pleased to ave an opportUnity 10 submit this proposal for the installation of a
decoracive streetlight system along Ced- Sueet from Dundas to Chelsea in the City of Monticello.
The following is a list of material and la or to install this project;
. 9 _ 250 Watt HPS K205 fi"tur 5
. 9 - 70 Watt HPS K205 fi.'(ture
. 9 _ 6' decorative K.\40$ mast rms
. 9 _ 3' decorative K.\30$ mast rms
. 9 _ 30' S.\3 stainless steel pole by Millerbemd
. Pole and fixture color is R. \L 005.. green
. 9 .. screw in anchor bases (on for feed point cabinet)
. I _ feed point cabinet - stainl S5 steel green in color
. 6 - ground rods
. I - Ground level hand holes
. 3,000 feel of 1 IN'conduit insalled by plow and direct bore methods
. 9,000 feet of copper wire
. Termination of lights and fee points
. All labor and miscellaneous aten:!l to install above
. Traffic Control for project
. One complete lighting unit' eluding pole. twO fixtures, twO mast arms and one screw in anchor base
Lump Sum Price does not include:
. Any soft or hard surface rest ration
. Boring of more than 600 fee
Tolal Installation Price:
Maintenance Fees:
$8t:J,675.0 including state sales tax
For a IS year maintenance program .th knock down replacements. $13.85 per pole per month
\'(;'e certainly appre<;:iate the oppo '. to submit this proposal to you and look forward to working for Ihe City
of ;\.lancicello. If you have any questi ns. concerns or comments please feel free to contact roe at your
. -'convenlence;-rcanbereachedai "163 7 ;J~8H7oi-'6T2-91O~1"38Z:'-"'--"--"'-'-'--- .-.--.--- .- -- ..--..--..
Sincerely,
Phil Glawe
Manager
\'I;-right-Hennepin Response
~~~~~~~ ~~.~~.!'se
PO ... 330 . .eck...... MN 5537'3-0330 . _.wIIe...,. . M.....
ohn Olson
Principle Representative
Wright-Hennepin Response
138
JlGeneration WJlL.JNK "" ~ ~
~.......,...........--.~ftIIIIJ'tI~ ......~~ $ .. . .. , ~ ,~ f"'';oC..",jl~ I.....~'.f
63-47'7'.3000 . Toll ..... '.800-043.2667' . 24 H_ ... 7'63.477-3054
...- ~ ~ou; AIlII SPlrernCATmNS
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QUAMT1TYl
HATUlAl.l ALUMDiUM
PAIrlT' T .J.A
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I POll: S1 Qn1EllS
TOP VIEW'
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C/'II OECORAlM SCHOU. \
W!llJI(T: 1~ lBS
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p,IOO'; T.lIA
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(LN;1l( TO BE OEl'PUINED)
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PAINT: T.lIA
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A L.TER A T10N
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CATM.DGUE HQlI<2O$-EGP-ur..,.""cX)O<)
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139
I KING JL .. M[NAJ[KJE
o R N A MEN T A
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Hamilton, Bermuda
140
111tegrity of Fonn. Flawless Function.
The 200 Serres
from King Lumina;re
Never before have so many designs
been offered with such minimal
maintenance requirements Each
one of the 200 series offers a specific
and different appearance, yet each
provides unmatched photometric
performance while utilizing reflec-
tors, rotolok ballast assemblies
and refractors common to all, thus
minimizing inventory needs
From roadway lighting to parking lots,
walkways waterfronts and recreational
areas. one of the exceptional luminaires
from the 200 series can fill your needs,
K201 The Radian
J \-
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- .,,;'
K202 The Argosy
K2O:J n,e F-llconridQe
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19.
Consideration to Install Li hts on the New
Monticello Proiect No. 2004-01C) (WSB)
A. REFERENCE AND BACKGROUND:
Council Agenda: 7/24/06
of
The City Council is asked to consider installing d corative lighting on the newly constructed
CSAH 18 Interchange Bridge. Based on previous recommendations during final design of the
project, lighting was not included in the constructi, n contract. The current interchange contract
provides for the light foundation and the conduit s stem to the source of power. It does not
include the purchase or installation of the actualli hts.
The four lights proposed for the CSAH 18 Interch nge Bridge would match the ones already
installed on the adjacent pedestrian bridge and wo ld be staggered from those lights to provide a
better visual from Interstate 94.
The contractor has provided a quote of $18,000 to furnish and install four lights on the bridge and
connect them to the same source of power as the edestrian bridge lights.
Previously the City Council requested that WSB i vestigate whether or not there would be a cost
savings by combining the bridge lights with the r undabout lights. It was determined that there
would not be a cost savings due to the fact that th roundabouts lights will be a standard light
fixture which will be installed before the roundab ut opens this fall. The decorative bridge lights
will take 6 months to receive from the supplier an won't be able to be installed until next spring,
thereby making these separate jobs even if they w re bundled together on one change order.
B. AL TERNA TlVE ACTIONS:
1. Motion to authorize a work order for pa ent to the contractor for furnishing and
installing the lights. The actual change 0 der will be completed at a later date.
2. Motion to not authorize installation of lig ts on the CSAH 18 Interchange Bridge.
C. STAFF RECOMMENDATION:
The bases are in place at this time to accommoda e the light installation. This would complete the
bridge project and will add to the aesthetics ofth overall project.
D. SUPPORTING DATA
None.
F:\da,.",g\\oro~12006 Coundl Age"da.vI7-24-oti co agr!nda\/~CS18-Bridge Light:s-071806.doc 143
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