City Council Agenda Packet 06-23-2008AGENDA
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Monday June 23, 2008
NOTE: WORKSHOP MEETING 5 P.M. — AUDIT REPORT AND REVIEW OF FIBER OPTICS
ISSUES
Mayor: Clint Herbst
Council Members: Wayne Mayer, Tom Perrault, Brian Stumpf and Susie Wojchouski
1. Call to Order and Pledge of Allegiance
2A. Approve minutes of June 9, 2008 Regular Meeting.
2B. Approve minutes of June 9, 2008 Special Meeting.
3. Consideration of adding items to the agenda.
4. Citizen comments, petitions, requests and concerns.
5. Consent Agenda:
A. Consideration of ratifying hires and departures MCC, Streets, Parks, Water and Economic
Development.
B. Consideration of approving a one -day charitable gambling license for a raffle for Wright
County/West Metro White Tail Association.
C. Consideration to approve a request for conditional use permit for amendment to planned unit
development for a Comprehensive Sign Plan. Applicant: Monticello -Big Lake Community
Hospital District.
F. Consideration of authorizing to proceed with hiring process for utility locator position.
6. Consideration of items removed from the consent agenda for discussion.
7. Public Hearing to approve the issuance of revenue bonds on behalf of Presbyterian Homes.
8. Public Hearing - Consideration of a request for appeal of denial for variance from Chapter 3, Section
5 of the Monticello Zoning Ordinance regulating off-street parking requirements.
9. Consideration of accepting audit report for the year ending December 31, 2007.
Agenda
Monticello City Council
June 23, 2008
Page 2
10. Review of SAC calculations for Buffalo Wild Wings Restaurant — Mike Krutzig.
11. Consideration of adopting an ordinance relating to emergency alarm systems.
12. Consideration of approving plans to close River Street at TH 25, City Project No. 2008-14C.
13. Consideration of award of bid for Fiber Optics Head -End Building Site Grading and Utilities, City
Project No. 2006-32C.
14. Consideration of award of bid for Fiber Optics Head -End Building, City Project No. 2006-32C.
15. Consideration of approving plans and specifications and advertising for bids for Fiber Loop, City
Project No. 2006-32C.
16. Consideration of approving payment of bills for June, 2008.
17. Adjourn
Council Minutes: 61910$
urn l
REGULAR ,ij
Members Present: Clint Herbst, Wayne Mayer, Tom Perrault, Brian Stumpf and Susie Wojchouski
Members Absent: None
Mayor Herbst called the meeting to order at 7 p.m. and declared a quorum present. The Pledge
of Allegiance was said.
2A. ARprove minutes of May 22, 2008 Special Meeting.
aljII 041110! 11NIV lus 1003 Eeji ai I L4109W.111 IZIN ! 1
UNANIMOUSLY. 5-4.
Wayne Mayer noted on Page 3, #5D the street to be added to the feasibility study is Hawthorne
Place North. Tam Perrault stated his comment on page #4 should read, "He believes in public
service but he would not do it for free."
• • • a • ... ! a
WAYNE MAYER MOVED TO APPROVE THE MINUTES OF THE MAY 29,2008
RECESSED MEETING. BRIAN STUMPF SECONDED THE MOTION. MOTION
CARRIED UNANIMOUSLY. 5-0
WAYNE !MOVED TOAPPROVE OF JUNE
ii'
KECESSED MEETING. TOM PERRAULT SECONDED THE MOTION.
CARRIED i
Council Minutes: 6/9/08
3. Consideration of addinLy items to the a2endal.
Riverside Cemetery and signage at the compost facility were added to the agenda. Public Works
Director, John Simola submitted an invoice from Bolton & Menk to be added to the list of bills
for approval.
4. Citizen comments. vetitions. requests and concerns.
Mike Krutzig, 18897 108th Avenue, Big Lake spoke to the Council regarding the SAC and WAC
charges for the Buffalo Wild Wings restaurant. Due to an oversight by City staff he was not
notified when the SAC issue was to come before the Council. He stated that he felt the agenda
item was misrepresented and misunderstood. He added that Jeff O'Neill was on an emergency
telephone call and not present during the discussion of the SAC charges for Buffalo Wild Wings.
Mike Krutzig distributed copies of the city ordinance relating to sanitary sewer charges. The
ordinance has a calculation of 1 SAC charge for 23 seats if the facility is a bar; I SAC charge for
22 seats if it is a fast food restaurant and I SAC charge for 8 seats if it is a full service restaurant.
He noted that if a use was not listed in the ordinance the SAC charge was calculated based on I
SAC unit per 270 gallons of water per day. He felt that having a bar, a dishwasher or a drive-
through are not factors to be considered in determining SAC charges. Mike Krutzig submitted
the staff report presented to the Council at the last meeting. The staff report refers to a sit down
restaurant which Mr. Krutzig felt was inaccurate. Intensity of service is what is supposed to be
taken into account. Mike Krutzig then presented information on water usage from other Buffalo
Wild Wing Restaurants. He felt that putting Buffalo Wild Wings at I SAC unit per 8 seats was
exorbitant.
Clint Herbst asked who calculated the SAC charges. John Simola indicated the City uses the
Met Council formula and Gary Anderson determines the number of units. In looking at how
other communities applied the SAC charges there was inconsistency with some charging fees
based on one unit per 8 seats and others I unit per 22 seats.
BRIAN STUMPF MOVED TO REVISIT THIS ITEM AT THE JUNE 23,2008 REGULAR
MEETING.
Wayne Mayer stated he had a problem with the definitions being used. Wayne Mayer stated he
felt the 270 gallons per day did not apply unless the proposed use did not fit the uses listed.
Mike Krutzig felt the restaurant is unique to Monticello. Mr. Krutzig felt the restaurant was
closer to a fast food restaurant than a full service restaurant and was asking for a SAC charge
based on one unit per 22 seats.
1511
Angela Schumann, Community Development Director, asked for direction from the Council as
to what information they wanted to see in the follow up report. Brian Stumpf said he would like
staff to look at why there is nothing between a I in 8 seats and a I in 22. He would also like to
know what portion, if any, of the SAC charge goes toward wastewater treatment plant expansion.
Clint Herbst felt the amount of SAC fees may have to be looked at as well as how they are
calculated.
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Council Minutes: 6/9/08
A. Consideration of ratifying hires and departures MCC, Liquor Store and Parks.
Recommendation: Ratify hires and departures for MCC, Liquor Store and Parks as
identified.
B. Consideration of approving an increase in the amount of the change fund for the Liquor
Store. Recommendation: Approve an increase to the liquor store change fund on a
temporary basis for only those instances where the liquor store is open on a holiday
weekend but the banks are not.
C. Consideration to approve a request for extension of a conditional use permit for an
amendment to a Planned Unit Development for a retail commercial development at
Monticello Travel Center 2nd Addition. Applicant: Mielke Bros., LLC.
Recommendation: Approve a one year extension of the June 11, 2007 Conditional Use
Permit for an Amendment to a Planned Unit Development for a retail commercial
development at Monticello Travel Center 2d Addition with the condition that all
previously approved conditions be assigned to the extension.
D. Consideration to approve extension of a conditional use permit for concept stage and
development stage Planned Unit Development approval for a multi -tenant shopping
center, a conditional use permit for outdoor storage, a conditional use permit for a car
wash, a conditional use permit for a motor fuel station/convenience store, a conditional
use permit for minor auto repair and preliminary plat approval. Applicant: Mills Fleet
Farm. Recommendation: Approve the extension of the June 25, 2007 Conditional Use
Permit for Concept and Development Stage Planned Unit Development and preliminary
plat for the proposed Mills Fleet Farm for one year from the date of Council approval of
the extension with the condition that all previously approved conditions be assigned to
the extension.
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i.Consideration of items removed from the consent a2enda for discussion.
7. Public Hearin2 on vacation of a portion of Dundas Road riLyht-of-wav as related to the Amax
Addition plat and vacation of a portion of 01.0 -State Hi2hwav Trunk No. 25 right-of-way.
Bret Weiss, consulting engineer, provided background information noted that the vacation of the
Dundas Road right of way was identified as part of the platting of the Amax Addition. The vacation
of that portion of the Old Trunk Highway 25 right of way was thought to have been taken care of
previously but had not.
Mayor Herbst opened the public hearing. John Lundsten, 1804 Hillside Lane, Buffalo indicated he
had questions about the vacation of the Old Trunk Highway 25 right of way. He stated he was
curious as to why this was proposed for vacation now. Five years ago the City had deeded the
property to him and his wife. He had not requested any vacation of the right of way. He stated the
Council Minutes: 6/9/08
staff report was not clear about the history of this parcel. The staff report talked about a quiet title
action being undertaken by the adjacent property owner. As the adjacent property owner he is the
subject of the quiet title action.
Joel Jamnik, legal counsel, stated by vacating the street the City is relinquishing its interest in the
property for roadway purposes. When the City deeded the property by quit claim deed they were
giving up any interest they had in the land. Wayne Mayer further clarified that with the quit claim
deed the city was just releasing any interest the city had in the land. When the City vacates the right
of way the property goes back to the underlying fee owner.
Joel Jamnik said state statutes require the City to hold a public hearing if they proposed to vacate
property given as easement or right of way. He added the vacation is a legal proceeding that is for
the public and other agencies. If the City doesn't conduct the hearing the release of interest is flawed.
A quit claim deed is a release of interest but it doesn't require a hearing. If the City was only
releasing their interest in the right of way they would have to follow the Statute 412 relating to the
vacation process. If the City wants to both vacate and convey the property both steps would have to
be done.
John Lundsten asked why the entire parcel was not being vacated. Bret Weiss responded that their
information was that portion of the right of way had been vacated so this vacation hearing covered
only the portion not covered in the previous vacation.
Clint Herbst said even though the area was subject to a quiet title action the City still is required to go
through the processes of vacating the right of way. Clint Herbst emphasized that nothing is being
conveyed. John Lundsten stated he was not aware that a portion of the right of way had been vacated
and he would like to see the documentation for that vacation. Bret Weiss indicated they would
provide the documentation.
Joel Jamnik said the Council needs to determine if there is any need for the road over that property.
John Lundsten said that even though the City says the vacation process does not impact the quiet
action title it does. John Lundsten stated he is in opposition to the vacation of the Cedar Street. Clint
Herbst said in order for the property to be part of a plat the right-of-way would have to be vacated.
John Lundsten repeated his question of who brought up the issue. Clint Herbst believed when the
quiet action title was commenced and the platting process for Amax Addition took place is when this
issue came to light.
Mayor Herbst closed the public hearing
John Simola said the power line easement runs in that area and could affect this property. If it does
according to the terms of the franchise agreement with Xcel the City would need to notify Xcel
Energy. Joel Jamnik stated there was a UPA easement indicated on the drawing but it was not shown
where that ran.
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Council Minutes: 6/9/08
8. Consideration to adovt a resolution of suviDort and award contract for Natural Resources
Inventory and Assessment to WSB & Associates.
In January the Council authorized proceeding with a request for proposals for a Natural Resources
Inventory (NRI). The natural resources inventory will include the YMCA area and the Montissippi
Park. Eleven proposals were received by the City. The RFP's were narrowed down to three
proposals and the committee interviewed those firms. The Committee was recommending
acceptance of the proposal submitted from WSB & Associates at a cost of $19,980.
The City was awarded a matching fund grant of $15,000 from the Department of Natural Resources
Community Conservation Assistance Program. The City could utilize $10,000 of the DNR funds
with $10,000 of the funds the City had budgeted to cover the cost of the Natural Resources Inventory
or if the City wanted to utilize the fall $15,000 of grant monies, the City could increase the scope of
the project to include park/trail planning. It was noted that the City's park plan had not been updated
since 2005 and staff felt the use of the grant funds for this purpose was a good use of monies. WSB
& Associates anticipates completing the project by October 1, 2008.
Brian Stumpf asked if the City goes with adding the park and trail work to the scope of the project
how would that impact the estimated completion date. Staff felt the project though increased in scope
could still be completed by October.
Clint Herbst didn't feel much change had taken place since 2005 with the park/trail plan and that the
City and DNR could each save $5,000 by not doing the park/trail planning. Susie Wojchouski noted
that most of the Natural Resources Inventory involved land in the orderly annexation area which is
not in the City limits. She asked if items identified in the natural resources inventory limited the
property owner in the use of his land. Staff indicated that the project was merely identifying natural
resources and didn't address the impact of federal regulations or other governing policies relating to
natural resources.
Susie Wojchouski asked if the City gets permission from the property owner to enter their property,
Andrea Moffatt from WSB & Associates responded that property owners will be informed by a
newspaper article of the project and what to expect. In addition a letter will be sent to residents in the
area affected and the individuals conducting the inventory will carry letters with them regarding the
project which will be distributed as needed.
Wayne Mayer asked about the price range of the proposals and specifically the estimates of the
second and third place bidders. Staff informed him the second bidder was over $27,000 and third
place bidder was just under $28,000. The proposals ranged from $19,980 to almost $ 100,000.
Tom Perrault pointed out in the DNR correspondence on the award the DNR noted that no work
should begin until the agreement is signed by all parties which they would anticipate being done by
the end of June.
BRIAN STUMPF MOVED TO RECOMMEND THAT THE CITY OF MONTICELLO ADOPT A
RESOLUTION OF SUPPORT AND AWARD THE CONTRACT FOR THE NATURAL
RESOURCES INVENTORY AND ASSESSMENT TO WSB & ASSOCIATES BASED ON A
FINDING TO BE MADE BY THE CITY COUNCIL. SUSIE WOJCHOUSKI SECONDED THE
MOTION.
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Council Minutes: 6/9/08
Wayne Mayer felt Alternative #1 should be considered and felt the biggest reason to do the study
would be to utilize the grant funds.
'IT A TT�E-�TIAYER AND TOM PERRAULT VOTING IN
OPPOSITION.
11. Consideration of awrovin2 the 2007 Storm Water Pollution Prevention Pro2ram (SWPPP)
Annual Report.
City Engineer, Bruce Westby explained the background for the City's participation in the Storm
Water Pollution Prevention Program (SWPPP). The City's approved Storm Water Pollution
Prevention Program contains six minimum control measures and identifies 39 best management
practices and goals for minimum control measures. The City is required to have annual report on
their implementation efforts submitted to MPGA (Minnesota Pollution Control Agency) by June 30th
of each year. The annual report was prepared by City staff requiring approximately 80 hours. Bruce
Westby anticipates that future reports should require less staff time for preparation.
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Riverside Cemetery. Tom Perrault noted the grass is quite high and is in need of mowing. John Simola
responded that the recent rainfalls have prevented the mowing being done. He added that the contract calls
for ten mowings a year. Clint Herbst stated that with the price of fuel the City is trying to get by with
mowing less often.
Signage at the Compost Facility: Wayne Mayer stated the sign at the compost facility and compactor states
the hours of operation are Monday through Friday and there is nothing indicating any weekend hours. John
Simola stated the facility is open Saturdays and also Wednesday evenings. Wayne Mayer asked why the
compactor is not operational over the weekend, John Simola stated the compactor was provided to the City
free of charge and does not have an external power source. To provide a power sources would cost between
$3,00045,000. He added that the City would pay a two hour call back to have an employee come and
operate the compactor. John Simola stated that the Public Works does give out a key for weekend use
of the compost facilities. Susie Wojchouski asked what residents are supposed to do with the small ranches.
The City does have a chipping service and the branches are accepted at the Wright County Compost facility
located on County Road 37. He also added that small quantities of twigs (up to two gallons) can be placed
in the garbage for collection.
12. Consideration of approvin2 pavment of bills for2008.
A payment request from Bolton & Menk Inc. for work on the wastewater treatment plant digester in
the amount of $159,922.43 was added to the list of bills.
on
Council Minutes: 6/9/08
BRIAN STUMPF MOVED TO APPROVE PAYMENT OF BILLS WITH THE ADDITION OF
THE REQUEST FOR PAYMENT FOR THE
► DIGESTER •r• WAI
• SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY. 5-0
13. Adjourn,
TOM PERRAULT MOVED TO ADJOURN AT 8:20 P.M. WAYNE MAYER SECONDED
THE MOTION. MOTION CARRIED UNANIMOUSLY. 5-0
Recording Secretary
A�
Special Council Minutes: 6/9/08
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TRANSPORTATION PLAN WORKSHOP
Monday June 9,2008 — 5 p.m.
Members Present: Clint Herbst, Wayne Mayer, Tom Perrault, Brian Stumpf and Susie
Wojchouski
Members Absent: None
Others Present: Planning Commission
The special meeting was called to order at 5 p.m. The purpose of the workshop meeting was
to review the City's Transportation Plan.
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Chuck Rickart from WSB & Associates, Inc. headed the presentation on the Transportation
Plan. One area of focus was the TH 25 corridor and how to get local traffic off the
roadway. Commuters are the primary users of TH 25. The study would look at the impact of
a river crossing and identify possible locations. Brian Stumpf asked if MnDOT was
involved in the planning at this stage or is holding the workshop the first step in getting
MnDOT involved.
Bret Weiss said MnDOT will not look at putting up any funding for river crossings. Bret
Weiss felt the cities of Monticello and Big Lake and Wright and Sherburne counties will
have to get together to obtain a crossing and work together on pursuing federal monies to
fund the crossing. Chuck Rickart said the Transportation Plan looks at TH 25 from Chelsea
Road to the river crossing with the focus being on the portion from the 1-94 ramp to River
Street. The engineers want to see CSAH 18 finished and those traffic patterns established so
its full impact on TH 25 will be better known.
Chuck Rickart reviewed existing conditions on the TH 25 corridor with an A rating for level
of service being the best and F the worse. Under existing conditions it would take 8 minutes
for a vehicle to get from 1-94 to River Street and the travel speed would be 12 mph. Chuck
Rickart noted this information was for the pm peak period.
Traffic projections for the year 2030 were considered. In their projections the engineers
looked at Big Lake's land use plan and the impact it has as well as the impact of the City of
Monticello's newly adopted Comprehensive Plan. The 2030 traffic projections do not
assume any new interchange or other improvements except for Fallon Avenue which was
included in the calculation. In 2030 it is anticipated 40,000 cars will be crossing the river.
Chuck Rickart indicated there are improvements that can be done in the short term and there
are also long term improvements that should be considered. He reviewed these
Special Council Minutes: 6/9/08
improvements and how the improvements would affect the level of service. Some of the
short term improvements include:
1) Signal Timing possible modifications: Chuck Rickart stated that signals along TH 25
had not been looked at for some time. It is possible that some modifications could be made
to the timing of the signals that may ease some traffic congestion. Brian Stumpf asked if
the level of service could be improved by removing the River Street signal. Chuck Rickart
indicated that issue would be addressed later in the presentation;
2) Addition of turn lanes. Turn lanes would be proposed for the 1-94 ramp, 7th Street and
CSAR 75. Chuck Rickart said that the improvements they are discussing will not be
profound but will just make the traffic movement on TH 25 a little better. Adding capacity
to the roadway would be an example of a profound change;
3) Access modifications. This is a little more radical than the other short term proposals.
This option is where they looked at River Street and whether to have a right -in and right out
at this intersection. The River Street intersection is complicated because of the presence of a
building being very close to the comer of the intersection of River Street and TH 25. They
did not recommend a right -in at this intersection without a signal light. Other improvements
to consider are additional medians; right -in and right -out and a signal at 4th Street. Chuck
Rickart added that these improvements did not eliminate the signal at River Street which
was kept because of safety issues. Tom Moores, Street Superintendent asked how much of
an impact it would be to close off the intersection at River Street. Chuck Rickart responded
that the impact of eliminating the signal at River Street would make the level of service on
Broadway an F.
Clint Herbst asked if the program takes into account people changing driving patterns
because of traffic conditions. Brian Stumpf asked if adding more signals such as the one at
4'h Street wouldn't back up traffic more. Tom Moores questioned why a signal at 0 Street
was recommended. Chuck Rickart responded that not all of the traffic could be directed to
7'h Street or CSAH 75. Brian Stumpf questioned why they would want traffic directed onto
4' Street.
4) Roundabouts — Possible locations to be considered for roundabouts would be 7th Street,
4th Street and CSAR 75. Chuck Rickart stated that MnDOT requires consideration of
roundabouts when looking at intersection control and added that roundabouts increase
pedestrian safety.
5) Other Improvements - Long-term improvements would include additional through
lanes and a river crossing.
Brian Stumpf asked how bad the traffic situation has to be before MnDOT commits funds
towards the project. Bret Weiss said it is not because MnDOT is not willing to fund projects
but there are a lot of projects and with limited funds MnDOT is not investing in local
projects. Susie Wojehouski asked what classifies the bridge as local instead of regional.
Chuck Rickart indicated the current bridge is regional but if another bridge was added to
divert traffic that would be a local bridge. Bret Weiss felt MnDOT would be involved in the
short term improvements but would not support a bridge. Tom Moores asked about
K,
Special Council Minutes: 6/9/08
MnDOT's view of roundabouts and also about moving pedestrians through a roundabout.
MnDOT requires the City to look at roundabouts as part of the City's study. Chuck Rickart
said with roundabouts pedestrians cross half the approach and then reach the median. From
there pedestrians cross the remaining approach. In addition the speed of vehicles on a
roundabout is generally slower. Jeff O'Neill asked about the impact of a roundabout on a
commercial area. Chuck Rickart cited an example of Edina where there was a roundabout in
a commercial area. It was found not to have a negative impact on the commercial activity.
Bret Weiss said getting traffic moving on TH 25 is the most important impact for
commercial properties. There was general discussion on roundabouts that are either
established or in the process of being established in other communities such as Forest Lake
and Edina. Tom Moores said he had reservations about the statement that there is better
pedestrian safety crossing a roundabout. Chuck Rickart stressed that the severity of
accidents is less with a roundabout because the vehicles moving through the roundabout are
going at a slower speed. If the City was proposing just one roundabout Broadway would be
the logical choice. The study listed 7th Street, 4th Street and Broadway as possible
intersections for roundabouts.
Wayne Mayer said he was concerned about the criteria used for the River Street crossing.
Chuck Rickart noted that MnDOT would like to close that intersection Wayne Mayer felt
the signal at River Street should be shut down only and not include any of the other changes
proposed. He questioned why that was not one of the scenarios presented. Chuck Rickart
said closing the River Street intersection will have a huge impact on Broadway. Wayne
Mayer asked about right turn only. Chuck Rickart said they looked at that and noted that on
the east side there was a safety concern. Chuck Rickart said they looked at all alternatives
and brought back what they thought were the best alternatives but if the Council wanted all
the alternatives considered could be brought back. Clint Herbst felt that something should
be done so that they could get an idea of the impact closing the intersection would have.
Chuck Rickart said they had talked with MnDOT about temporarily closing the intersection.
The City would have to get MnDOT's okay to close the intersection and MnDOT would
have to turn off the signal lights but City staff could do the majority of the work to close off
the intersection. Chuck Rickart said they have traffic counts and after the intersection was
closed for 4-6 months they would take counts again to analyze the impact the closing would
have. Clint Herbst and Wayne Mayer felt roundabouts should be considered as a last resort.
Chuck Rickart said the improvements they looked at were for the whole TH 25 corridor not
just the River Street intersection.
Brian Stumpf said even with the improvements suggested there is still the same amount of
traffic coming through. The City has to do something to divert the traffic off the road. Bret
Weiss said if the City wants to get any kind of funding from the federal government or
MnDOT the City would have to plan long term even though nothing may be planned for
construction right away. Bret Weiss felt the City needs the short term solutions to provide
some relief and then have the long term plan for funding purposes. The City has to do
something now to get the City in position for funding. Bret Weiss said MnDOT wants the
City to do the leg work on these projects. Bret Weiss said the City should look at Fallon
Avenue, roundabouts, and the bridge crossing. Wayne Mayer said it is important to bring
Becker and Becker Township into this the discussion as well because they too are feeling the
pain of increased traffic volumes. Susie Wojchouski said the City of Monticello could do
everything to get traffic moving over the bridge but the other side of the bridge has to
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Special Council Minutes: 6/9/08
complement what the City does for it to be effective. Chuck Rickart acknowledged that is
the case but indicated they have not received much information from Big Lake. Susie
Wojchouski asked if modifications could be made to the existing bridge. Chuck Rickart
responded that they had not look at any structural changes to the bridge.
Jeff O'Neill suggested the City have some kind of limit to development so that when current
capacity is maximized another bridge crossing would be required before further
development. Chuck Rickart said it could be tied to traffic generation. Susie Wojehouski
asked if it was known how much of Big Lake traffic is local and how much goes to Highway
10.
The framework of the current transportation plan was done in 2005 and will be meshed with
the recently adopted Comprehensive plan. The City needs to identify improvements and
how to finance them. Traffic projections will also need to be refined. After these things are
done an updated plan will be prepared.
Chuck Rickart briefly went over the objectives of the Transportation Plan which include a
collector street system; options for interchange or overpass; river crossing options;
pedestrian/bike plan; transit plan and a financing plan. Jeff O'Neill asked about the
interchange being located at County Road 39 rather than Orchard Road. Chuck Rickart said
they will work with MnDOT on the interchange location. The proposed County Road 39
interchange location would impact the golf course and there is not much continuity on how
the interchange would hook up with County Road 75. The County Road 39 location would
pull a little more traffic off of TH 25 than the Orchard Road location. MnDOT favors the
Orchard Road location. Bret Weiss stated that there are other issues besides engineering
to consider particularly financing. Chuck Rickart said the updated Transportation Plan
would identify needs, how to address the needs, approximate cost of improvements and
when the improvements need to be completed.
Tom Moores asked if the new interchange would also be the site of the river crossing. Three
possible crossing locations were noted: 1) Straight across from Washington Street; 2) CSAR
18 and 3) Connecting County Road 11 and Orchard Road, Chuck Rickart clarified that there
would not be a river crossing study but the Transportation Plan would include the impact a
river crossing would have.
Clint Herbst suggested they come back with solutions on River Street for the next meeting.
Brian Stumpf said whatever the City does on River Street they need to look at Broadway
and look at making the right turn lane a through lane.
The workshop closed at 6:45 p.m.
Recording Secretary
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Council Agenda: 6/23/08
5A. Consideration of approving new hires and departures for MCC., Parks,
Streets, Sewer and Water and Economic Development. (JO)
The Council is asked to ratify the hiring and departures of employees that have
occurred recently at the MCC, Parks, Streets, Sewer and Water and Economic
Development It is recommended that the Council officially ratify the
hiring/departure of all new employees including part-time and seasonal workers.
A.1 BUDGET IMPACT: None
A.2 STAFF WORK LOAD IMPACT: ' Until the positions are filled again, existing
staff would pick up those hours.
•
1. Ratify the hire/departures of the employees as identified on the attached
list.
By statute the City Council has the authority to approve all hires/departures.
There is no other recommendation but for the Council to exercise the authority
given to them by state statute.
List of new employees.
Name
NEW EMPLOYEES
Title Department
Johnoon.B|aiue
PT Custodian
MCC
Mitchell, David
Summer Worker
Water &Coll
DeManaie.Jmymon
Summer Worker
Water &Coll
Kranz, Nathan
Seasonal Worker
Parks
Kranz, Brandon
Summer Worker
'
Streets
Dixon' Clinton
Slide Attendant
MCC
Zimmerman, Jessica
Slide Attendant
MCC
GmmKh.Kks§n
Slide Attendant
MCC
Hire Date Class
05/29/O PT
OE/0208 T
U5/2708 T
0SX}2/O8 T
O80208 T
06/05/08 PT
'
05/29/08 PT
05/29/08 PT
Name
� Reason
Department
Last Day
Class
k.OUve
Voluntary
Eoon.Dave|oVmen
05/30/08
FT
'
CauueVe.Zachry
Voluntary
MCC
06/01X8
FT
Anderson, Cindy
Voluntary
'
MCC
O8/O1/O8
PT
-
Weigand, Shannon
Voluntary
~ -
-
MCC
-
06/01/08
PT
'
cuuncU_employeaUatxls: 6/10/2008
Council Agenda: June 23, 2008
5B. Consideration of aiDprovin2 a 1av charitable eambline license for a raffle for the,
Wri2ht Countv/West Metro White Tail Association. (JO)
Wright County/West Metro Whitetail Association has applied for a permit for a temporary
charitable gambling license to conduct a raffle at River City Extreme at 3875 School
Boulevard on Sunday, September 7, 2008. In order for the State Gambling Control Board to
issue this temporary gambling license, a resolution of the City either approving or denying the
application needs to be submitted.
This is the first time this group has conducted an event in Monticello. Attached is a letter
explaining the purpose of their organization and providing an estimate of revenue for this
event and its proposed use.
Adopt a resolution authorizing the State Gambling Control Board to issue the
charitable gambling license to Wright County/West Metro Whitetails to conduct a
raffle on September 7, 2008 at River City Extreme, 3875 School Boulevard.
2. Do not approve the charitable gambling request.
FUTDN�POWF
Staff is not aware of any reason why the Council would not allow the State to issue this
gambling license.
Letter
Resolution approving charitable gambling license.
Al wM310 of kAsTa of k - F!
WHEREAS, Wright County/West Metro Whitetails has submitted an application to the City Council
of Monticello for a one -day charitable gambling license to a raffle at River City Extreme at 3875
School Boulevard;
WHEREAS, the Council is not opposed to the gambling license being issued by the State Gambling
Control Board,
NOW THEREFORE, BE IT SOLVE BY THE CITY COUNCIL that the application by Wright
County/West Metro Whitetails for a one -day charitable gambling license for September 7, 2008 to
conduct a raffle at River City Extreme located at 3875 School Boulevard is hereby approved and the
State Gambling Control Board is authorized to process the application.
Adopted by the Monticello City Council this 23rd day of June, 2008.
Clint Herbst, Mayor
ulamw
Jeff O'Neill, City Administrator
Revenue and purpose for MDHA banquet Page I of I
Dawn Grossinger
From: Alan.J.Weller@wellsfargo.com
Sent: Monday, June 16, 2008 11:16 AM
To: Dawn Grossinger
Subject: Revenue and purpose for MDHA banquet
We estimate the gross amount of funds raised for our Banquet Fundraiser is about $25,000. Our net amount will
be around $3500.
The funds are sent up to our State Office in Grand Rapids Minnesota. One half of the funds raised goes to our
State Office for administration purposes,
The amount of funds we can use then is approximately $1750.
Most of these funds go to help us send kids to outdoors camps called 'Forkhorn Camps'. This year, our group is
sending 22 kids for this, mostly paid for by our group.
We also have a secondary fundraiser at Cabela's in Rogers to help pay for this.
The Minnesota Deer Hunters Association is a non-profit 501 -C corporation set up to help with education of youth
hunters, habitat improvement for all wildlife, and to partner with the Minnesota DNR and legislative leaders to help
continue the great tradition of deer hunting in Minnesota.
Please let me know if you have any further questions.
Thanks.
Sincerely;
Alan Weller
President,
Wright County/West Metro Whitetails
A member Chapter of the Minnesota Deer Hunters Association
6/16/2008
City Council Agenda- 06/23/2008
5C. Consideration of a Planned Unit Develooment Amendment (sien plan) reauest for a
medical clinic and hosvital. Anplicant: Monticello Bi2 Lake Communitv HosDital.
(NAC)
The Planning Commission heard this item at its June 3 rd meeting. The Commission's finding
was that the PUD standards have been met with this request, based on the size and uniqueness
of the hospital and the nature of the use.
The primary point of discussion relates to the sign plan's use of a "shown" sign size and a
"requested" sign size. The drawings illustrate a number of signs with an additional note stating
that the hospital would want the ability to display a larger sign at the time of the sign permit.
T.Vc
normally allowed under the code.
The larger allowance is not technically correct — the sign ordinance limits total signage to 300
square feet — far below the PUD request and clearly inadequate to adequately identify the
various uses in the complex. Nonetheless, the Planning Commission recommended approval of
the PUD with the stipulation that if the applicant seeks permits for signs that are within a
reasonable tolerance of the proposed sign as shown on the plans, staff would grant the permit.
However, if the applicants seek a permit for a sign that is significantly larger than that shown
on the plans, they would have to get further Planning Commission and City Council approval.
In the summer of 2007, the City approved a Development Stage Planned Unit Development (PUD) to
allow a 60,000 square foot addition to the Monticello Big Lake Community Hospital. As a condition
of the PUD approval, it was stipulated that a sign plan must be submitted at a future date subject to a
PUD amendment process. In fulfillment of this condition, the applicants have submitted a
comprehensive sign plan (for the hospital campus) for City consideration.
The subject 15.6 acre hospital campus is located at 1013 Hart Boulevard and is zoned PZM,
Performance Zone Mixed Use.
The submitted PUD Amendment application (sign plan) calls for the following sign types upon the
site:
• Site Identification (main and secondary)
• Directional/Informational
• Building Identification
• Tenant Identification
® Parking Lot Identification (light towers)
Applicable Requirements. The subject site is zoned PZM, Performance Zone Mixed Use. The
purpose of the district is to provide a land use transition between high density residential land uses
and low density business land uses as well as the intermixing of each such use.
According to Section 3-9.E.2.a of the Zoning Ordinance (sign provisions), the maximum allowable
square footage of sign area per lot shall not exceed the sum of one square foot per front foot of the
building plus one square foot for each front foot of lot not occupied by building, up to 100 square
feet.
City Council Agenda- 06/23/2008
The hospital campus is occupied by three structures, the existing Monticello Big Lake Hospital
building, the Zurnbrunnen Medical Building and the recent 60,000 square foot hospital addition. The
existing Hospital and Zurnbrunnen building occupy a single lot (Lot 1, Block 1) while the recent
building addition and off-street parking area occupy a second lot (Lot 2, Block 1).
The hospital campus is a unique activity that isn't specifically addressed by the City's sign ordinance.
In this regard, Staff considers the application of a PUD upon the property to be an appropriate means
to process the submitted sign plan. In review of the submitted application, it is important to
recognize that signage plays an important role in the efficiency of the use but also should not be
overly excessive and establish an undesirable precedent (in comparison to other business uses).
Site Identification Signs: The following table summarizes the site identification signs proposed
upon the subject property:
Location Area Height Setback
Main Sign Broadway Street, south of 153.3 square 7 feet 10 feet
hospital building feet I
Secondary Broadway Street, south of 30 square feet 7.5 feet 10.5 feet
Sign parking lot I
180 square feet
Generally speaking, the two site identification signs are considered well located to fulfill their
intended purpose. To be noted however, is that 12 foot drainage and utility easements appear to
parallel Broadway Street (per the Final Plat). According to Section 3-9.C.3 of the zoning ordinance,
no signs other than governmental signs may be erected within any street right-of-way, upon any
public lands, easements or rights-of-way. In this regard, 12 foot sign setbacks should be considered,
or the City should prepare a specific license to grant the hospital district the sign locations being
requested..
While potentially permissible via the PUD, the acceptability of the identification signs locations
within drainage and utility easements should be subject to recommendation by the City Engineer and
determined by City Officials.
Directional/Informational Signs. The following table summarizes the directional/informational
signs proposed upon the subject property:
Location
Area
Height
Setback
Along River Street at northwest
28.2 square feet
6 feet
Not specified
comer of the site
Along River Street, north of
28.2 square feet
6 feet
Not specified
Hospital Addition
Along Broadway Street at southwest
28.2 square feet
6 feet
4 feet
comer of the site
Along Broadway Street at southwest
30.9 square feet
16.2 feet
Not specified
comer of Hospital (upon canopy
sign)
115.5 square feet
City Council Agenda- 06/23/2008
According to the zoning ordinance, informational/directional signs may not be greater than 10 square
feet in size. Larger signs may however, be accommodated via the PUD. Considering the nature of
the proposed use and the need to convey directions/information for emergency purposes, the
proposed sign sizes are considered generally acceptable.
Some concern does however, exist in regard to the proposed setbacks of the directional/informational
sign at the southwest comer of the subject site. As noted previously, the location of permanent signs
within established drainage and utility easements (12 feet in this case) is not allowed by ordinance.
While potentially permissible via the PUD, the acceptability of the directional sign location within
drainage and utility easements should be subject to recommendation by the City Engineer and
determined by City Officials.
Additionally, the setbacks of other directional/informational signs should be indicated.
Building Identification Signs: The following table summarizes the building identification signs
proposed upon the subject property:
South side of Hospital Addition
South side of Hospital
South side of Hospital
South side of Hospital
South side of Hospital
South side of Hospital
North side of Hospital
South of Zumbrunnen Building
Area
80.4 square feet
15.3 square feet
145.0 square feet
100.0 square feet
100.0 square feet
100.0 square feet
34.4 square feet
34.5 square feet
609.6 square feet
In review of the submitted building elevations, the proposed building identification signs are
considered acceptable in regard to size and location.
Tenant Identification Signs. The following table summarizes the tenant identification signs
proposed upon the subject property:
Location
South of Hospital Addition
(freestanding sign)
South of Zumbrunnen Medical
Building (freestanding sign)
North of Zumbrunnen Medical
Building (wall sign)
Area Height Setback
40 square feet 8 feet Not specified
50 square feet 9 feet Not specified
26.4 square feet NA NA
As a condition of PUD amendment approval, the submitted sign plans should be expanded to identify
the setbacks of the two freestanding tenant identification signs.
Parking Lot Identification Signs. The following table summarizes the parking lot identification
signs proposed upon the subject property:
Location j Area
West parking lot 50.3 square feet (10 signs @ 5.3
square feet each)
East parking lot 42.4 square feet (8 signs @ 5.3
square feet each)
90.7 square feet
City Council Agenda- 06/23/2008
Height
To be
determined
To be
determined
The parking lot identification signs are relatively small and unobtrusive. As a condition of PUD
amendment approval however, the heights of the proposed light standards (to which the signs are to
be affixed) should be specified.
Sign Design/Theme. A consistent sign design theme throughout the hospital campus is important as
it serves as a unifying element.
According to the submitted application materials, the proposed signage is intended to compliment the
design of the hospital buildings using a metallic burgundy background with white copy (text).
Sign Illumination. It appears that the majority of new signs are to be internally illuminated (LED
type).
Any signs which are to be illuminated from the exterior should be arranged in a manner such that the
source of the illumination is shielded from view of neighboring properties and rights-of-way.
PUD Agreement. As a condition of PUD amendment approval, the existing PUD agreement for the
hospital should be amended to incorporate the approved sign plan. This issue should be subject to
further comment by the City Attorney.
Regarding the Planned Unit Development Amendment request, the City has the following options:
1. Motion to approve the Planned Unit Development Amendment, based on a finding that the
proposed signs are consistent with the intent of the City's Zoning Ordinance and the existing
PUD, subject to the conditions outlined in Exhibit Z.
2. Motion to deny the Planned Unit Development Amendment request, based on a finding that
the proposed signs are not consistent with the intent of the City's Zoning Ordinance and the
existing PUD.
Of primary issue with the proposed sign plan is the location of various signs within established
drainage and utility easements (prohibited by ordinance). While the PUD may offer some flexibility
in regard to setbacks, it is questioned whether the encroachment of permanent signs into required
easements establishes a desirable precedent. Staff has suggested that the City Engineer provide
recommendation in this regard.
City Council Agenda- 06/23/2008
Based on the preceding review, staff recommends approval of Planned Unit Development
Amendment subject to the conditions outlined in Exhibit Z.
Exhibit A: Exterior Signage Plan & Standards Document (dated 4/16/08) — Since there were
limited copies available, if you did not receive a copy with your packet but would like to review the
document, please contact the City Clerk.
Exhibit Z: Conditions of Approval
City Council Agenda- 06/23/2008
Exhibit Z
Conditions of Approval
Based upon recommendation by the City Engineer, City Officials determine the acceptability
of the proposed placement of permanent signs within required drainage and utility easements.
A license should be prepared specifying the conditions for occupancy of the easements by the
hospital/clinic signage.
2. The setbacks of all directional/informational and freestanding tenant signs be specified.
3. The heights of the proposed light standards (to which parking lot identification signs are to be
affixed) be specified.
4. Any signs which are to be illuminated from the exterior be arranged in a manner such that the
source of the illumination is shielded from view of neighboring properties and rights-of-way.
5. The existing PUD agreement (for the hospital) be amended to incorporate the approved sign
plan. This issue should be subject to further comment by the City Attorney.
6. In the event the applicants seek sign one or more sign permits that are significantly larger than
the sign listed as "SHOWN" on the approved plans, approval of said permit shall require
additional Planning Commission review and City Council approval.
�."T""T
raospital District
1013 Hart Blvd
Monticello
Exterior Signage Plan
& Standards 'Document
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Exterior
Sign Design
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
Saint Paul
Minnesota
5 5 1 0 4
651-644-4494
651-644-4289
Copyright
This original design
wascreated by
V I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
Rev: 11/21/07
03/31/08
04/11/08
04/16/08
Index
Narrative
N. N.2,N.3,N.4
Individual Letters
k4NDOT Sign Locations
7 /
DoNot Enter (On [anooW /
Official Plat ' '' 70A <��� Big J3 - -
, k4ainEntrance (On [anoov R�������~��0
�ignLocobonP/�ns Canopy) l0A ~-����—~ ~ "°=��~
Campus &1o»t�e/h-BigLake Regional Hospital 70A
8XonUceUoOnici
� 4 10A.7 Monticello -
Main Identification 4A NunsingHonne --^~~~^"y
10A.7 1013HospitalHa, District --
Blvd
Secondary Entrance /D 4B ZunnbrunnenMedical Building 70A Monticello MN55362
Seo»ndaryDinerbonaNnfo 4C Sign Construction Details
Exterior
Elevation Plans Directional Information Signage (iUunninated) 1UA.6 Sign Design
[annpus-South&yyest 5 Directional Information Signage (Non -Illuminated) YOA.7
Monticello Clinic -South 5A Individual Building Letters - Non -Illuminated 70A
Monticello -Big Lake District Hospital -South 6 Individual Building Letters -Illuminated
lUA.l
Zumnbrunnen-No/th 7 light Tower (Parking Lot ID)
l0A.d kill
VISUAL
Zunobrunnen-Snuth Communications
7A K4ain|dend0cad«n/Entrance8gn 1OA.2
475 Cleveland
NursingHonne-VVest 7B Regulatory Avenue North
lOA.O
Ivy League Place
Main Entrance Canopy - North, West, &East 8 Secondary Identification/Parking Entrance 10A.3
Minn esot.
Main Identification/Entrance Sign (Perspective View) g Tenant Identification
651-644-4494
Monticello Clinic
l0A.5
651-644-4289
Copyright Q
ZunnbrunnenMedical Building This UA/4
was created by
Tertiary Directional Communications Inc.
l0A.8 It cannot be copied,
transferred or
reproduced . any
General Specifications for. and In shall
10.9recasin 'I, prop ty of
Auditor Certification The nlea,eoulf' this
design in whole or in
(3 pages end ofdocument) part shall require sole
written authorizatio
from VISUAL
Communications, Inc.
Project: 07.09.01
09/z4/V7
11/uz/or
o3/az/08
\ Cw/zz/0S
\ U4/la/o8
Page: \ INDEX
Monticello -Big Lake Hospital
Exterior Signage Master Plan
The signage master plan for the Monticello -Big Lake Hospital District has been designed to clearly identify the property and
the entities within the property. More importantly, the signage defines and provides vvavfindingand assistance tnfirst time
visitors along with visitors entering the property during high stress emergencies and other stress associated visits.
Monticello -
<3�> Big Lake
HOSPITAL _
Consideration for these major signagefunctionsvvascarefb|\yanddpa1edinthesignagedes|gn.Effectivesignageunitesthe
architectural elements, the landscapeand surrounding area with the purpose and intent of the medical facility. This master
plan document clearly provides a criteria for all signage including sign placement, signtypes, sign messages, sign sizes, and
sign fabrication/lighting details.
Monticello -
onticeDo_architactura\e|emnents,the|8ndscape
Community
Hospital District
1013 Hart Blvd
| Monticello MNG5362
This master plan also provides for additional square footage for expected growth and future name and/or tenant changes.
Page 3 Copyright m
Official Plat This original design
Official plat of the Monticello Big Lake Community Hospital District Campus Second Edition with highlighted property was created =�.u^�
dimensions (provided bvVisua|[ornrnunications). ocanbe copied,
mm""u**" ^"
transferred or
reproduced in""
f=",m shall
Sign Location Plan remain the property ",
v/oo^L
Communications,
�
P The"releasea thisthisage 4 ����°mm"","�
,_--'��w~
Overall Campus °*,m" authorization
This plan depicts each existing and prospective sign location along with specific signage reference pages and sign drawing from
�=`=u VISUAL
elevation page references. Also noted are the sign types and functions as follows:
\ Project' 07.09.01
Main Identification
NarrativePage1
MND(}T8gnage
11/21/07
The approach to the facility is of utmost importance for the immediacy of first time users during emergencies and as a
03/31/08
practical matter for tourism, visitors, and the general public.
04/11/08
All signage has been identified with recommendations for maintaining existing signage, additional signage recommenda-
04/16/08
tions,andthenernova|ofcertainsignageduetonevvtnafhcpa11erns.KAostnotab|y,signsband7havebeennernovedasthe
;
major traffic flow will be focused on the Fenning Avenue (CR 18) therefore, signs G and H have been added. Additional signs
A, B,C,[lhavebeenaddedtopnovidenotificationanddinectiononandfrornHvvylOinBigLake."Stars"onthedravviDQs
represent intersections where hospital signs should be implemented on stoplight arms for high visibility.
VISUAL
Communications
These sign recommendations are to be directed to the State of Minnesota for upgrade.
urnCleveland
Avenue North
S i t° zzn
Ivy League Place
Page
o°iuI ra"I
Official Plat
��"n"^.�"
Official plat of the Monticello Big Lake Community Hospital District Campus Second Edition. Auditor Certification islocated
snzo4
at end ofdocument.
\ 651'644-4494
\ 651-644-4289
Page 3 Copyright m
Official Plat This original design
Official plat of the Monticello Big Lake Community Hospital District Campus Second Edition with highlighted property was created =�.u^�
dimensions (provided bvVisua|[ornrnunications). ocanbe copied,
mm""u**" ^"
transferred or
reproduced in""
f=",m shall
Sign Location Plan remain the property ",
v/oo^L
Communications,
�
P The"releasea thisthisage 4 ����°mm"","�
,_--'��w~
Overall Campus °*,m" authorization
This plan depicts each existing and prospective sign location along with specific signage reference pages and sign drawing from
�=`=u VISUAL
elevation page references. Also noted are the sign types and functions as follows:
\ Project' 07.09.01
Main Identification
09/14/07
11/21/07
Secondary Identification
03/31/08
Directional
04/11/08
Building Identification
04/16/08
Tenant Identification
\
Parking Lot Identification (jghtTovvens). _ \
Page 4 (continued)
Overall square footage asrequested for each sign type bshown. In some cases the signage squane footage requested is
larger than the name orcurrent signage shovvntooUovvforfutuvenarnechangeSandork}ooaddidons. Note that an
expansion of the "Emergency Department Entry" is scheduled within the next ten years, therefore additional square footage
has been determined for this expansion.
Page 4A
Main Identification Sign 10/7 Placement Detail
This plan specifically details the sign placement of the Main Identification Sign 10/1 as noted on page 4. The existing sign at
this location on the east side of the driveway will be removed as shown. The placement of the proposed sign is shown along
with the county easement. Note the sign issetback 1U'-0"from the property line (the same distance asthe existing sign
which is to be removed) rather than the 15 '- 0" setback - 50% of the 30'-0" R3 required building setback.
This location requires approval of a 10'-0" setback rather than the 15'-0" setback per code.
Page 413
Secondary Entrance Identification Sign lO/3Placement Detail
This plan specifically details the sign placement of the Secondary Entrance Identification Sign 10/3 as noted on page 4.The
placement of the proposed sign is shown along with the county easement. Note the sign is setback lU'-O"from the property
line (the same distance as sign 10/1) rather than the 15'-0" setback - 50% of the X -O" R3 required building setback. This
location suits the space from curb to sign favorably as the sign setback is consistent with other signage on property and the
sign placement is 10'-0" away from the trunk and root structure of the newly planted tree.
This location requires approval of a 10'-0" setback rather than the 1Y-0" setback per code.
Page 4C
Secondary Directional/information Sign l04Placement Detail
This plan specifically details the sign placement of the Secondary Directiona [/Information Sign10/4asnotedonpaQe4.The
placement ofthe proposed sign isshown along with the county easement. Note the sign issetback 4'-O"from the property
line (rather than the 15 '-0" setback - 50% of the 30'-0" R3 required building setback). This location suits the space from curb
to sign favorably as a larger setback would make the sign unreadable due to existing established trees.The sign is also
smaller than signs 1O/1 and l0/3and therefore the closer location t0the road ispreferable.
This location requires approval of a 4'-0" setback rather than the 15'-0" setback per code.
Pages 5i5A, 6, 7, 7A,7B,8
Elevation Plans
Elevation plans depict an overall view of each sign placement and elevation as pertinent to the complex, and overall square
footage requested for signage now and in the future. Also included are freestanding signage and positions ofsignage as
associated with each elevation (refer to0O5A/l,and OO5A/2,007A/2) Note that the existing Zurnhrunnensignage (blue
double faced monument photo on page 7A) and wall signage (photo on page 7) are to be removed.
Each proposed sign areaishJendfiedvvbhthe6dkovvng:
Building Width
Building Height
Wall Total Square Footage
Signage Allowed
Signage Shown
Total Sign Request (In some cases includes future square footage).
Monticello-
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Narrative
VISUAL
Communications
475 Cleveland
Avenue North
o"/t° zzo
ur League Place
u"i=^ r"ol
ux/n=""","
sn1o4
6*1-644'4494
sz-6u«-uzm
Copyright Q
This original design
~=created by
,/sn^L
Communications Inc.
xcannot becopied,
transferred or
rep°«""a in
��� "��
form
�mm"" '
�`o��� ^
o=.°*=u""` Inc.
The release of this
design in whole or/"
��'�"����==
from VISUAL
Communicatiom, Inc,
Project: 07.09.01
Date: 09/14N7
I�v 11/21/07
03/31/O8
\ 0*/1l/08
\ 04/I6/08
Page 9
Main Identification/ Entrance |D -Monument
The signage isthe most visible image orsignature oftheHospita|andtheHospita|[arnpus, it's staff ofprofessionals, it's
reflection ofthe community, and the quality of care within. Overall design, colors, and architectural components create
continuity throughout the project conlp|irnentiOgthebuiWingmnchitectune.
Well-designed signage provides organization and continuity for users each time they visit mwhen they are arriving |na
stressful situation. Ahierarchy ofsign types, based onsize, placement, and configuration have been created with the Main
Entrance Sign as the key identification and wayfinding sign.
The main entrance sign hasbeenoositionedonLhevvestsideofthe entrance. The open area provides a large, unobstructed
apace for notice -ability and readability from both the east and west appma[hes.Thegreen open space provides anatura|
setting for this monument sign.
The sign and stone landscaping bases have been designed to parallel with the long, low architectural flow of the buildings
and the campus. The curved shape and matching stone compliments the flat building facades and emulates the stone
accent structures at key building entrances. Subtle, low landscaping is recommended with low lighting to enhance the stone
bases during the evening (by otheo).
The opaque metallic burgundy background of the sign has amatte base finish with asatin design over print. The soft visual
texture provides a high level quality of detail that reflects the special care within the facility. On sunny or cloudy days, the
curve of the sicin face will highlight the pattern. The final pattern has not been determined at this time.
Contrasting from the opaque metallic burgundy background, bthe project name, directional information, and so forth. The
translucent white copy is acrylic - illuminated with fluorescent lighting from within that sign cabinet. The directional circles
with arrows are illuminated.
The red" background (with white copy) balso illuminated creating a strong image and wayfinding tool under
stress.The vertical gold accent bar is illuminated throughout the project unless specified.
Sign Construction Details
Page IUA
}ndkviduaiBui|dingLetUeo-NVn-IUurninated
(Do Not Enter)
Exterior letters are aluminum, with opaque white faces decorated as required with red'Do Not Enter" pictograms.
Page 1OA.l
Individual Building Letters-U/unninated
(Monticello Big Lake Hospital, Main Entrance, Nursing Home, et[]
Exterior letters are all aluminum, with white translucent faces and opaque returns finished metallic burgundy. The lighting is
energy efficient LED minimizing electrical draw, maintenance, and with minimal occasion of outages.
Page lOA3
Secondary ID, Parking Entrance -Monument
The Secondary Entrance/Parking Entrance sign has been positioned on the west side of the entrance as the area provides an
unobstructed viewing for all west bound traffic on this divided highway - note it is not possible to enter this driveway from
the west as the highway is divided.The green open space provides a natural setting for this monument sign.
This sign isofthe same colors, materials, and structure asthe Main Entrance Identification sign. Thes' DsbeandconfiguGr
tion have been established for maximum message readability and placement within the space.
Monticello-
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Narrative
VISUAL
Communications
475 Cleveland
Avenue North
u"'," z2o
Ivy League Place
a"'"t v"=l
M i`n e""t°
sn1u«
651'644'4494
651-644-4289
Copyright 0
This original design
was created by
v'So^c
Communications Inc.
* cannot be copied,
transferred or
reproduced in any
form and shall
remain the property w
v/ov^L
Communications, Inc.o° release ofthis
design inwhole or in
part shall require sole
written authorization
from "/no^c
Communications, Inc.
Project : 07.09.01
Date: 09/14/07
o/zI/07
03/31/08
\ u4/n/00
Page lOAA, 7OA.5,
Tenant Identification -Freestanding
(Monticello Clinic and ZurnbnunnenMedical Building)
Exterior tenant directory signs are to be located directly outside the front entrance to each prospective building. The
function of this signage is to provide a listing of key tenants for clarity and to support wayfinding.
Although these signs are not intended to be readable from Broadway Street, once a user is within the parking lot, signage / K
acts as assurance that the proper building has been located. Signage of this type is particularly helpful for first time users, HOSPITAL
and when walking long distances is difficult for people with disabilities and for senior populations.
This sign is of the same colors, materials, and structure as the Main Entrance Identification sign. The sign size and configura- Monticello -
tion have been established for maximum message readability and placement within the green space near each building
ooticello'tionhavebeenestabUshedforrnaxinnurnrnessageneadabUhvandp|acennentvvithinthegreenspaceneareachbui|ding Community
en1rance.Thetenant panels are changeable for future tenant turnover. The finish ismatte without asatin pattern tomini- Hospital District
nnizefuture color matching. 1013Hart Blvd
Monticello MN55362
Page 1UA.6
UohtTbwers
Light Tower signage isofthe same colors, materials, and structure as the main entrance identification sign. The sign size Narrative
and configuration have been established for maximum message readability and placement throughout the parking lot on
existing light poles. I
The Alphabetical letters for each sign isiUunninated,thegn|dbarisnot
Pages 7OA.6,10A.7and 7B
This original design
Directional |nfoSigns-Postand Panel
was created by
The directional info signs have been located primarily for traffic movement to the Nursing Home and to the Delivery Dock
Communications Inc.
on East River Street (EKA First These materials, and structure ' ' ' ' '
VISUAL
identification sign. The sign size and configuration have been established for maximum message readability and place-
Communications
rnentwithin the space.
475 Cleveland
Avenue North
Sign Number 10/4 is illuminated as it's location on Broadway Street will match the Main Identification Signage (10/1) and
a " i ' " 2 n
the Parking Entrance Signage (1U/3).
arLeague Place
that face will become highly luminous and readable.
o"/", r""/
M i n n c""t"
Signs lO/5and O07/1 will not be illuminated as the location on East River Street (F.K.A. First Street) is residential and does
s s z » 4
not require significant illumination. Reflective 3KAgraphics will beutilized accordingly - when car lights hit the sign, similar
651'*44-4494
toastop sign, that face will become highly readable.
\ 651-644-4289
Placement of non -illuminated signs 10,5 and 10,4 are recommended to be 4'from the property line.
This original design
was created by
Page l0A.8
Communications Inc.
ParkingLotRegu|atnrySignage-PostandPane|
It cannot be copied,
transferred or
These signs are of the same colors, materials, and structure as the Main Entrance Identification sign. The sign size and
reproduced m any
form and shall
configuration have been established for maximum message readability and placement within the space.
remain the property of
Communications, Inc.
The release of this
Signs are not illuminated however reflective 3M graphics will be utilized - when car lights hit the sign, similar to a stop sign,
design in whole or in
part shall require sole
that face will become highly luminous and readable.
written authorizatio
from VISUAL
Communications, Inc.
Page lUA.9
Project:orop.0
Signage Specifications and General and Performance Standards
09/14/07
These drawings assure that the signage fabrication is completed correctly and within the signage criteria on each and every
Rev: 11/21/07
sign. Details include construction methods, UL requirements, permits, and so forth.
na/az/0o
04/11/08
cm/16/u8
Auditor Certification Documents (Spages)
\
R=
R :t
1 8
39 turns
into HWY 18
It, A' Sign on 18
Note: Each Ring on inap = Approx. 112 Miles.
This sign type is typical of the standard DOT directional system and are located off -campus.
The existing DOT sign system is reflective blue with standard white graphics.
The majority of the DOT signage is in the appropriate positioning although it would be
beneficial to provide additional signs per the map.
A
,A
Arms ®f Stoplights
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
SaintPaulI
M i n n es o t a
5 5 1 0 4
651-644-4494
651-644-4289
Copyright 0
This original design
was created by
V I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications, Inc
The release of this
design in whole or in
par,h 11 require sole
written
authorization
from
VISUAL
Communications, Inc.
Project: 07.09.
01
Date: 09/14/0
7
Rev. 11/16/07
11/21/07
03/31/08
04/11/08
04/16/08
Page.
j
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Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Official
Plat
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
Saint Paul
Minnesota
5 5 1 0 4
651-644-4494
651-644-4289
Copyright 0
This original design
was created by
V I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
Rev: 11/21/07
03/31/08
04/11/08
04/16/08
Page:
I
DIRECTIONAL/
LIGHT TOWERS 7 f A .i' 10 INFORMATIONAL
NAGE
(PARKING LOT ID) 10 ¢ 9 2$,GsQUARE FEET
5.25 SQUARE FEET
(TYPICAL ALL) `, NORTH
SID .,
a SIDE
Ve+
ISSISSII
I -
_ RIVER
NEW ADDITIO
60,000 SF HOSPITAL
,'/ / (2 STORY, 30,000 SF PER FLOOR)
„> tom"
Id
r�
DIRECTI®NAL/ 4 1 4 °DIRECTI NAL/
INFORMATIONAL10 , f n > INFORMA IONAL SIGNAGE
SIGNAGEKu,. ® t' r \ 28.2 SQUAREF T
r
28.2 SQUARE FEET
SECONDARY 3
'„�•' _ r;,�. �' - �ki> dam 'nP'. ,,e"R ,,. �M1'�fi0o 6� � "/`,-..
IDENTIFICATION/ ,ro.,
PARKING ENTRANCE
.�;
30 SQUARE FEET 40 ,l "'® �l 2 BUILDING
TENANT 007E IDENTIFICATIO
IDENTIFICATION 005A SP p t _ 34.4 SQUARE FEET
40 SQUARE FEET �F
BUILDING 1
IDENTIFICATION 005A ``�f: O x� "'l *m: EXISTING
80.4 SQUARE FEET"` NURSING
M . �.. - mss: `i
DIRECTIONAL/ 4 HOME
INFORMATIONAL 008 y \`° `
EXISTING
30.94 SQUARE FEET LE
MONTICELLO_
BUILDING�`�` ` m BIG LAKE 1A TENANT
2
- IDENTIFICATION HOSPITAL 007 IDENTIFICATION
008 I. ',• `
15.25 SQUARE FEET ®-' '_ice 26.4 SQUARE FEET
LEGEND
BUILDING 1
<
IDENTIFICATION 006
145 SQUARE FEET f^
SI A �' � ZLIMBRUNNEN
MAIN IDENTIFICATION/ MEDICAL
ENTRANCE IDENTIFICATIONr1_11\
FLAG BUILDING
MAIN IDENTIFICATION/ 1 1 POLE a
ENTRANCE IDENTIFICATION OOg 10
SECONDARY IDENTIFICATION/ (SEE DRAWINGS PG. 9 & 10)
PARKING ENTRANCE 153.3 SQUARE FEET
� M1sslssrnPl
DIRECTIONAL/ BUILDING 2A
SHORES
INFORMATIONAL SIGNAGE IDENTIFICATION 006
100 SQUARE FEET
BUILDING IDENTIFICATION BUILDING 2 2A
BUILDING
TENANT IDENTIFICATION IDENTIFICATION 006 007A IDENTIFICATION
100 SQUARE FEET 34.5 SQUARE FEET
LIGHT TOWERS (PARKING LOT ID) 3 \
BUILDING 3
IDENTIFICATION 006 TENANT
-- _--__--- .------_-_ --- -- 007A IDENTIFICATION
100 SQUARE FEET
50 SQUARE FEET
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Sign Design
Location flan
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
Saint Paul
Minnesota
5 5 1 0 4
651-644-4494
651-644-4289
Copyright 0
This original design
was created by
V I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
Rev: 11/16/07
11/21/07
03/31/08
04/11/08
04/16/08
Page:
4
" � � �� *,Q� �",�`«„,��°�• i� .gyp '�"
g a op
153.3 SQUARE FEET
SIDE B AAAA A v��aMont3 is -
<3�> Big Lake
>\
HOSPITAL
-C5 SIDE A
ep'4
Wim„ ��@ ♦x41`w-0 - - - -- -
0
Monticello-
Community C, ,A°- °r' r {.. et"«' ,A°�'m s, a.." •,
°=a•, Hospital District
1013 Hart Blvd
Monticello MN 55362
41;,
A Sign Design
Location Plan
airs„� ”' i ° x' a ° � e'✓ � a .vf . ,,y A A .gm�.x
/ C „
"s x
r
"
�FROM CURB pP�.
h sg�yv
'"Tva 34, b w� • -. ifs® _ "n prir°"- q'i µ Ja"
e
11
�a �1 �° . f 96 SQUARE FEET n p
1 �' EXISTING SIGN, VISUAL
(TO BE REMOVED) d
Communications
•` „ �r�'r � "°°` t'� 475 Cleveland
A v e n u e North
S u i t e 2 2 3
'e� . ,r°� s. Ivy League Place
m' °q
�,f kyr �� �' Saint Paul
$, Baa a a
5 a 5 n 1 s 0 t 4
IN fwP �^ 651-644-4494
651-644-4289
l a s in Copyright 0
This original design
was created by
TRANSFORMER V I S U A L
!< Communications Inc.
It cannot be copied,
s transferred or
reproduced in an
and
form shall
, '",a remain the property o
f
" ^ Communications,IA
w ,
Inc.
The release of this
design in whole or in
part shall require sole
A s
a, written authorization
from
Communications, L
Inc.
k,
m c 07.0 9.01
�m Pr t•
Da e: 09/14/07
Rev: 11/16/07
11/21/07
0.03/31/08
04/11/08
04/16J08
i AIN C I� LOCATION .A �
Page:
�4Aj SCALE: 1/16"= V-011
5 SC
y
30 SQUARE FEET
3 JH
2 Ic
Ma.
A
%
T,
g as
Is
0
0 41?
&
%
8
yp
,
�q
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"N 4,
SECONDARY ENTRANCE ID LOCATION PLAN
SCALE: 1/16"= 1'-0"
1=1111>11
w
a '4%
N
SECONDARY ENTRANCE ID LOCATION PLAN
SCALE: 1/16"= 1'-0"
1=1111>11
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Sign Design
Location Plan
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
Saint Paul
M i n n e s a t a
5 5 1 0 4
651-644-4494
651-644-4289
Copyright 0
This original design
was created by
V I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V IS U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
Rev: 11/16/07
11/21/07
03/31/08
04/11/08
04/16/08
Page: \ 4B
w
a '4%
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Sign Design
Location Plan
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
Saint Paul
M i n n e s a t a
5 5 1 0 4
651-644-4494
651-644-4289
Copyright 0
This original design
was created by
V I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V IS U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
Rev: 11/16/07
11/21/07
03/31/08
04/11/08
04/16/08
Page: \ 4B
I
%7,
44
V:
%
4
DIRECTIONAL /INFORMATIONAL SIGANAGE LOCATION PLAN
4JC SCALE: 1/16"= 1'-0"
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Sign Design
Location Plan
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
Saint Paul
Minnesota
5 5 1 0 4
651-644-4494
651-644-4289
Copyright 0
This original design
was created by
V I S U A L
Communications Inc.
Itcannot be copied,
transferred or
reproduced in any
for- and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
I Project: 07.09.01
\Date: 09/14/07
Rev: 11/16/07
11/21/07
03/31/08
04/11/08
04/16/08
Page:
11\ 4C
.DARE FEET
t5 SQUARE FEET
1 1 80.4 SQUARE FEET 2 N 40 SQUARE FEET
005A 006 t
7,onticxiio —n
lin,c
0 0
NEW ADDITION (SOUTH) r-17REFERENCE EXTERIOR ELEVATION - SOUTH
60,000 SE HOSPITAL��5 SCALE: NTS
(2 STORY, 30,000 SF. PER FLOOR)
NEW ADDITION -
NEW ADDITION (WEST) LINK ELEVATION (WEST)
60,000 SE HOSPITAL
(2 STORY, 30,000 SE PER FLOOR)
REFS RF -NCE EXTERIOR ELEVATION - WEST
005 SCALE: NTS
100 SQUARE FEET
MONTICELLO
BIG LAKE HOSPITAt
NEW CANOPY
CONSTRUCTION
SEE DRAWING PG. 8A
FOR DETAIL
_3 28.5 SQUARE FEET
00
0007A 50 SQUARE FEET
2A 34.5 SQUARE FEET
007A
26.4 SQUARE
007 FEET
DO n ,,, DO 0 11 11
DOD 00 0000 0
V I S U A L 2 2 3 Copyright 0 Monticello- Elevation Plans Project: 07,09-01
PCommunications Ivyl,eapePlace This design is an oripinal. It Date: 09/14/07
cannot be copied, transferred or Community Rev: 11/21/07
475CIeveland reproduced in any form and
A sign design & A v e n u e N o r t h shall remain the property of Hospital District 03/31/08
consulting group VISUAL Communications, Inc.
S a i n t P a u. I The release of this design in 1013 Hart Blvd Sign Design 04/11/08
651-644-4494 M i n n e s o t a whole or in part shall require
sole written authorization trom
Fax 644-4289 1 5 5 1 0 4 VISUAL Communications, Inc Monticello MN 55362 Location Plan Page: 5
04/16/08
BUILDING WIDTH =
200'-3'
BUILDING HEIGHT =
22'-41/2"
WALL TOTAL =
4,465 SQUARE FEET
SIGN ALLOWED =
100 SQUARE FEET
SIGN SHOWN =
4'-8- X 16'-71/2-
5'-0" X 8'-0"
(80.4 SQUARE FEET)
TOTAL REQUEST=
100 SQUARE FEET
24'-9 3/4"
16-7 1/2"
PREFINISHED
PARAPET CAPMETAL - Ad J @ 6H B.7 (D 4H
541 541
Monticello 22" CURTAINWALL
4'-8" _4:1
— Clinic �::[,L4
22'-4 1/2"
FREESTANDING PEDESTRIAN TENANT DIRECTORY
BUILDING WIDTH =
24'-9 3/4"
BUILDING HEIGHT =
22'-41/2"
WALL TOTAL =
557.76 SQUARE FEET
SIGN ALLOWED =
100 SQUARE FEET
SIGN SHOWN =
5'-0" X 8'-0"
5A
(40 SQUARE FEET)
TOTAL REQUEST=
50 SQUARE FEET
*NOTE: ACTUAL CLINIC NAME/LOGO ART TO BE VERIFIED BY
VCI PRIOR TO FABRICATION.
GE G)
PREFINISHED METAL 8'SOLDJER COURSE
PARAPET CAP ALUMINUMWINDOW Ei F PCC SJUL FACE BRICK 1
...........
EIMMEM
FOR SPECIFICATION DETAIL
REFER TO CONSTRUCT16N
DRAWING ON PAGE 10A.1
REFERENCE NEW ADDITION EXTERIOR ELEVATION - SOUTH
ooSA SCALE: 1/16""= 1'-0"
V I S U A L - 2 2 3
P Communications Ivy League Place
475 Cleveland
A sign design &
consulting group Avenue North
Saint Paul
651-644-4494 M i n n e s o t a
Fax644-4289 5 5 1 0 4
Copyright 0
This design is an original It
cannot be copied, transferred or
reproduced in any form and
shall remain the property of
VISUAL Communications, Inc.
The release of this design in
whole or in part shall reqture
sole written authorization from
VISUAL Communications, Inc.
Monticello -
Community
Hospital District
1013 Hart Blvd
Elevation Plans
= - W.
LE161AIR4140111INNIP-1111
N
O
47"
CH
W 17'-9 3/8"
EXISTING ROOF
122'-10"
EXISTING SECOND
FLOOR
109'-5
0"-5 1/2"
EXISTING FIRST 11001 S)
981 -
EXISTING LOWER LEVEL �D
86' -
77-4"
6,47W X 8"H SLIDE -IN
TENANT PANELS
WITH 31/2" TYPE
FOR SPECIFICATION DETAIL,
REFER TO CONSTRUCTION
DRAWING ON PAGE 10A.5
Project:
07.09.01
Date:
09/14/07
Rev:
11/21/07 04/16/08
03/31/08
04/11/08
Page:
5A
RMI
SPACE FOR POTENTIAL FUTURE LOGO --
198'-5"
EXISTING ELECTRICAL POLI
120'-3'
T006 1161'- 4"
EFE EXISTING EXTERIOR ELEVATION ®S UT
0 UO6
WALL WIDTH = 13'-8"'
WALL WIDTH = I3'-8— WALL HEIGHT = 23'-3 3/8"
WALL
3,-33/8-
WALL HEIGHT = 23'-3 3/8- WALL TOTAL = 321.5 SQUARE FEET
WALL TOTAL = 321.5 SQUARE FEET 2A 2 SIGN ALLOWED = 100 SQUARE FEET
SIGN ALLOWED = 100 SQUARE FEET SIGN SHOWN = 20 SQUARE FEET
SIGN SHOWN = TBD SQUARE FEET 006 006 TOTAL REQUEST= 100 SQUARE FEET
TOTAL REQUEST= 100 SQUARE FEET EXISTING 'HOSPITAL ENTRANCE
POTENTIAL FUTURE LOGO OR SCULPTURAL ART (TBD) EMERGENCY WALK-IN'
NOTE:
STONEWALL MEASUREMENTS
TO BE VERIFIED BY VC1
PRIORTO FABRICATION
FZM#
Copyright 0
5'X
� /-23A 3/8"
D2 REFERENCE EXISTING EXTERIOR ELEVATION - SOUTH
006 SCALE: 1/16"= 1'-0"
V I S U A L 2 2 3
Communications Ivy League Place
475 Cleveland
A sign design & Avenue North
consulting group
Saint Paul
651-644-4494 M i n n e s o t a
Fax644-4289 5 5 1 0 4
This design is an original. It
cannot be copied, transferred or
reproduced in any form, and
shall remain the property of
VISUAL Communications, Inc.
The release of this design in
whole or in part shall re1u.
e
sole written authorization 1rorm
VISUAL Communications, Inc.
Monticello -
Community
Hospital District
1013 Hart Blvd
B-11ILDING WIDTH =
274'
BUILDING HEIGHT =
24'
WALL TOTAL =
6,575 SQUARE FEET
SIGN ALLOWED
100 SQUARE FEET
SIGN SHOWN =
145 SQUARE FEET
TOTAL REQUEST=
145 SQUARE FEET
i
udlz
<
cc
M
P
e II —III -
T==115
FOR SPECIFICATION DETAIL,
REFER TO CONSTRUCTION
DRAWING ON PAGE 10A.1
28.5 SQUARE FEET 3
(EXISTING) 006
12
,___I
T- 3 r7 L7
'M ma
ma
Fi Fi
TIj�W
II III I I I III I I F— TT--FFT--Tn--TTT- I
BUILDING WIDTH = 274'
BUILDING HEIGHT = 24'
WALL TOTAL = 6,575 SQUARE F]
SIGN ALLOWED = 100 SQUARE FEI
SIGN SHOWN = 28.5 SQUARE FE�
TOTAL REQUEST= 100 SQUARE FEI
El'vat1®1 Plans Project: 07.09.01
Date: 09/14/07
Rev: 11/21/07
Sign Design 03/31/08
1 Location Plan 04/11/08
Page: 6
04/16/08
uJ
J
Ll Ll J LJ H
F1 F1 1 -EL-LL-
4'-0"
1117771 1 =1 I M I=- I I I, E
1=1 I 1-, 17 -F T1=1 1=1 1 �7;=f T 1-1 7-111--
ZUMBRUNNEN EXTERIOR ELEVATION ® NORTH
007 SCALE: NTS
TOP VIEW
(WALL NOT TYP.)
00BUILDING WIDTH = 188'-4"
07 BUILDING HEIGHT = 17'-9'
WALL TOTAL = 3,370 SQUARE FEET
SIGN ALLOWED = 100 SQUARE FEET
SIGN SHOWN = 4'-0" X 6/-61'
(26.4 SQUARE FEET)
TOTAL REQUEST= 50 SQUARE FEET
NORTH ELEVATION
V I S U A L 1 2 2 3 1 Copyright 0
P
Communications i
Ivy League Place I Thisdesignis an original. It
i t be copied,
I c ed, transferred or
475CIeveland reproduced in any form and
A sign design & i
g 0 1 AvenueNorth sh 11 remain the propertyof
consultin group , VIaUAL Communications, Inc.
S a i n t P a u I The release of this design in
651-644-4494 M i n n e s o t a whole or in part shall require
sole written authorization from
F a x 6 4 4- 4 2 8 9 5 5 1 0 4 VISUAL Communications, Irmc
00072 TENANT IDENTIFICATION
SCALE - NTS007
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Elevation Plans
Sign Design
Location Plan
TENANT IDENTIFICATION
SCALE - NTS
040 EXISTING TENANT IDENTIFICATION
07 SCALE - NTS
Project: 07.09.01
Date: 09/14/07
Rev: 11/21/07 04/16/08
03/31/08
04/11/08
Page: 7
BUILDING WIDTH =
188'-4"
BUILDING HEIGHT =
17-9"
WALL TOTAL =
3,370 SQUARE FEET
3
SIGN ALLOWED =
100 SQUARE FEET
SIGN SHOWN =
51-01, x 101-0" 007
(50 SQUARE FEET)
TOTAL REQUEST=
50 SQUARE FEET
BUILDING WIDTH =
188'-4"
BUILDING HEIGHT =
17-9"
LLI
3,370 SQUARE' ET
SIGN ALLOWED
100 SQUARE FET
07 SIGN SHOWN
z
(34.58 SQUARE FEET)
30'-2 5/8" TOT TOTAL REQUEST=
100 SQUARE FEET
_J
9=
co
BUILDING WIDTH =
188'-4"
BUILDING HEIGHT =
17-9"
2A WALL TOTAL =
3,370 SQUARE' ET
SIGN ALLOWED
100 SQUARE FET
07 SIGN SHOWN
26'-61/4- X 1'-31/4-
(34.58 SQUARE FEET)
30'-2 5/8" TOT TOTAL REQUEST=
100 SQUARE FEET
4'-3 3/4"
�-266& /4' RELOCATE ADDRESS
V-3 1/4" A ON WHITE PANEL BELOW CANOPY
FOR SPECIFICATION DETAIL,
REFER TO CONSTRUCTION
DRAWING ON PAGE 10A.1
Zurnbrunnen Medical Building
15-0"1 1107
2'-5'LJ I
!0_0 El El F1 El ❑ El El El El El
+/- 188'-4"
2 '\\ ZUMBRUNNEN EXTERIOR ELEVATION - SOUTH
U0O7A SCALE: 1/16"= V-0"
FORMIMMOMMMAXOM
111191111011112104"A IM01M
F -IN
M , 1700MIIIA ���
IN ME1111
5'-0"
47"
V I S U A L 2 2 3 Copyright 0
P Conunurdcations Ivy League Place This design
i "a -al. it
cannot
be copied, transferred or
F, A sign design & 475CIeveland reproduced in any form and
0 AvenueNorth shall remain the property of
consulting group VISUAL Communications, Inc.
S a i n t P a u I The release of this design in
651-644-4494 M i n n e s o t a whole or in part shall require
sole written authorization from
F a x 6 4 4 - 4 2 8 9 5 5 1 0 4 VISUAL Communications, Inc.
'W X 8"H SLIDE -IN
,NT PANELS
31/2" TYPE
!SPECIFICATION DETAIL,
ER TO CONSTRUCTION
SWING ON PAGE 10A.4
Monticello -
Community
Hospital District
1013 Hart Blvd
JILIA&AUQ
7, -k- KA-,4i,.l Q� ileqinrs
MAIN IDENTIFICATION - INDIVIDUAL LETTERS
SCALE - NTS
Elevation Plans
+/- 17'-9"
Project: 07.09.01
Date: 09/14/07
Rev: 11/21/07
03/31/08
04/11/08
Page: 7A
04/16/08
000DIRECTIONAL/INFORMATIONAL SIGNAGE
7B SCALE: 1/4*= 1-0"
II +/- 40'-0"
e --'s
2 BUILDING IDENTIFICATION
B) SCALE: 1/8"= 1-0"
TO LOCATE NEW SIGN
ON OPPOSITE SIDE OF STREET
DING WIDTH
40'-0"
DING HEIGHT
24'-7"
LTOTAL =
988 SQUARE FEET
ALLOWED =
100 SQUARE FEET
SHOWN =
8'-5" X 3'-10"
(34.4 SQUARE FEET)
1 REQUEST=
100 SQUARE FEET
'ECIFICATION DETAIL,
TO CONSTRUCTION
NG ON PAGE 10A.1
VCI TO SITE VERIFY
MEASUREMENTS
PRIOR TO FABRICATION
V I S U A L 2 2 3 Copyright 0
Communications Ivy League Place Thisdesign
. si- is
n original. It Monticello -
4 an,
475CIeveland t be copied, erred or
A sign design & reproduced in any form and Community
consulting group A v e n u e N o r t h shall remain the property of
S a i n t P a u I VISUAL Communications, Inc. Hospital District
— The release of this design in
651-644-4494 M i n n e s o t a whole or in part shall reqin uire
Fa x 6 44- 428 9 5 5 1 0 4 1013 Hart Blvd
sole written authorization fr VISUAL Communications, Inc. Monticello MN 55362
SIGN TO BE SET
BACK PER CITY CO
Sign •Design
Location Plan
EXISTING SITE PHOTO
(TO BE REMOVED)
DIRECTIONAL SIGNAGE
LOCATION PLACEMENT
Project: 07 * 09.01
Date: 09/14/07
Rev: 11/21/07
03/31/08
04/11/08
04/16/08
NORTH/SOUTH SECTION
REFER TO DRAWING: 008,4
: C?
WEST ELEVATION
REFER TO DRAWING: 008,2
I T
SOUTH ELEVATION
REFER TO DRAWING: 008, 3
00LINK WEST VESTIBULE ADDITION
08 SCALE: NTS
INDIVIDUAL
ILLUMINATED
ADDRESS
NUMBERS
ADDRESS
NUMBERS TO
BE VERIFIED
5'-0"1
M-1/2"
030 SOUTH ELEVATION
08 SCALE: 3/32"= 1'-0'
CANOPY WIDTH = 28'-1/2"
CANOPY HEIGHT = 16'-2"
TOTAL = N/A
ALLOWED = N/A
SIGN SHOW = 6.5 SQUARE FEET
FOR SPECIFICATION DETAIL,
REFER TO CONSTRUCTION
DRAWING ON PAGE 10A.1
INDIVIDUAL
ILLUMINATED
LETTERS
55'-7"
omlmsaeln
—11D EQ.
PcccaPronwia
14-1 —/12' Entgmnv-�
�w
M,
12'-2"
020 WEST ELEVATION
08 SCALE: 3/32"= l' -O"
ff
wo
DMGMHIGW
Lmano4M'%TcMm
00804 NORTH/SOUTH SECTION
SCALE: 3/32"= 1'-0'
21-2" T-2"
V -01i
Monticello -
1/2" Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
CANOPY WIDTH = 55'-7'
CANOPY HEIGHT = 15'-91/2"
TOTAL = N/A FOR SPECIFICATION DETAIL,
ALLOWED = N/A REFER TO CONSTRUCTION
SIGN SHOW = 15.25 SQUARE FEET DRAWING ON PAGE 10A.1
INDIVIDUAL
NON ILLUMINATED
LETTERS& PICTOS 561-2"
EQ. EQ.
0'00 MOT ENT50, 041/2'
0
2t-2" 31-2"
�=T-2"J
CANOPY WIDTH =
56'-2"
CANOPY HEIGHT =
16'-2"
TOTAL =
N/A FOR SPECIFICATION DETAIL,
ALLOWED =
N/A REFER TO CONSTRUCTION
SIGN SHOW =
30.94 SQUARE FEET DRAWING ON PAGE 10A.1
Sign Design
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
Saint Paul
Minnesota
5 5 1 0 4
651-644-4494
651-644-4289
Copyright 0
This original design
wascreated by
V I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
put shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
�Rev: 11/21/07
03/31/08
04/11/08
04/16/08
P'ge: \ 8
O
V,
NO E,
FOR MORE DETAILED
INFORMATION ON
PROPERTY SET BACK/
rr)i IKITV EASEMENT I LlINr--')
LING PG. 4A
NORTH
6F%=nm==19
0 40 80
SCALE IN FEET
E
MAIN IDENTIFICATION SIGNAGE LOCATION PLAN
009 SCALE: NTS
QMAIN IDENTIFICATION/ENTRANCE ID - SIDE A
SCALE: NTS
153.3 SQUARE FEET
21,_9"
MAIN IDENTIFICATION /ENTRANCE ID - SIDE B
LO�9 SCALE: 1/8"= V- 0"
FOR SPECIFICATION DETAIL,
REFER TO CONSTRUCTION
DRAWING ON PAGE 10A.2
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Exterior
Sign Design
VISUAL
Communications
475 Cleveland
Avenue North
S u I t e 2 2 3
Ivy League Place
Saint Paul
Minnesota
5 5 1 0 4
651-644-4494
651-644-4289
Copyright Q
This original design
was created by
V I S U A L
Communications Inc,
It cannot be copied,
transferred or
reproduced In any
form and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc,
Project: 07.09.01
Date: 09/14/07
V: 11/21/07
03/31/08
04/11/08
04/16/08
Page: \ 9
c,PACE FOR POTENTIAL FUTURE LOGO
®®II. +/-61'-4"
----- ------r----- --+
Monticello -
o INTERNALLY ILLUMINATED LID CHANNELMonBig Lake
LETTER, EDGETRIM AND RETURNS PAINTED
MATTHEWS ACRYLIC POLYURETHANE HOSPITAL sticello-B'g Lake Regional ®
BURGUNDY SATIN FINISH #MPI 9757,
-- - - - - - - - - I FACE TO RECEIVE 3M TRANSLUCENT MATTE
®, - - - - - - - - - - - ®d - REFER TO SECTION DETAIL PAGE 10A.1 WHITE VINYL FIRST SURFACE
ACTUAL ARTFORM/
SCULPTURE HAS
NOT BEEN CREIATED
Affi��
- _Mamin E
7
14 1/2"
145 SQUARE FEET - CENTERED OVER 5 WINDOWS
REFERENCE EXISTING EXTERIOR ELEVATION - SOUTH
006 SCALE: SCALE: 1/8"= V-0"
30'-2 5/8"
.26'-61 /4"
El
INTERNALLY ILLUMINATED LED CHANNEL
LETTER, EDGETRIM AND RETURNS PAINTED
MATTHEWS ACRYLIC POLYURETHANE
ro n
r- Zumbrunnen Medical Buildin
g -METALLIC BURGUNDY SATIN FINISH #MPI 9757,
FACE TO RECEIVE 3M TRANSLUCENT MATTE
WHITE VINYL FIRST SURFACE
1107
91 FLAT CUT OUT ALUMINUM ADDRESS NUMBERS,
PINNED OFF OF WALL, COLOR TO BE DETERMINED,
REFER TO DRAWING THIS PAGE
[1
k- 11'-3" ...........
34.58 SQUARE FEET
20 ZUMBRUNNEN EXTERIOR ELEVATION - SOUTH
007A SCALE: 1/8"= V-0'
'DO NOT ENTER' PICTOGRAMS TO RECEIVE TRANSLUCENT 3M
12'-2" RED VINYL, APPLIED TO FIRST SURFACE
X 12'-9"
7_
14 1/2"
n,rt r a n c e
ffZ,
Do No to
REFER TO SECTION DETAILS ON PAGE 10A.1 INTERNALLY ILLUMINATED LED CHANNEL LETTER, EDGETRIM
AND RETURNS PAINTED MATTHEWS ACRYLIC POLYURETHANE
15.25 SQUARE FEET METALLIC BURGUNDY SATIN FINISH #MP1 9757, FACETO RECEIVE
2 BUILDING IDENTIFICATION
3M TRANSLUCENT MATTE WHITE VINYL FIRST SURFACE
f N
10:OJ7B SCALE: 1/2"=1-0" ALL COLORS TO BE VERIFIED PRIOR TO FABRICATION
ALL COLORS TO BE VERIFIED PRIOR TO
FABRICATION
1. Wall not typical
2. 31g, Mat cut out aluminum, sada finish w/
matte clear top mat
3. 11g Threaded rod shod mount
4. 3/y' Aluminum sleeve finish to
match architecture bkgd.
NON -ILLUMINATED LETTER
SECTION DETAIL
NTS
REFER TO SECTION DETAIL ABOVE
15.25 SQUARE FEET
1 2 BUILDING IDENTIFICATION / NON -ILLUMINATED
SCALE: 1/2-= 1-0"
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Exterior
Sign Design
VISUAL
Communications
475 Cleveland
Avenue North
Suite 2 2 3
Ivy League Place
Saint Paul
M I n n e s o t a
5 5 1 0 4
651-644-4494
651-644-4289
Copyright 0
This original design
was created by
V I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
1 Rev: 11/21/07
03/31/08
04/11/08
04/16/08
�w
A,
LI FMI
E-
tT :__c
7
E�,
F
f
-7
X:
Affi��
- _Mamin E
7
14 1/2"
145 SQUARE FEET - CENTERED OVER 5 WINDOWS
REFERENCE EXISTING EXTERIOR ELEVATION - SOUTH
006 SCALE: SCALE: 1/8"= V-0"
30'-2 5/8"
.26'-61 /4"
El
INTERNALLY ILLUMINATED LED CHANNEL
LETTER, EDGETRIM AND RETURNS PAINTED
MATTHEWS ACRYLIC POLYURETHANE
ro n
r- Zumbrunnen Medical Buildin
g -METALLIC BURGUNDY SATIN FINISH #MPI 9757,
FACE TO RECEIVE 3M TRANSLUCENT MATTE
WHITE VINYL FIRST SURFACE
1107
91 FLAT CUT OUT ALUMINUM ADDRESS NUMBERS,
PINNED OFF OF WALL, COLOR TO BE DETERMINED,
REFER TO DRAWING THIS PAGE
[1
k- 11'-3" ...........
34.58 SQUARE FEET
20 ZUMBRUNNEN EXTERIOR ELEVATION - SOUTH
007A SCALE: 1/8"= V-0'
'DO NOT ENTER' PICTOGRAMS TO RECEIVE TRANSLUCENT 3M
12'-2" RED VINYL, APPLIED TO FIRST SURFACE
X 12'-9"
7_
14 1/2"
n,rt r a n c e
ffZ,
Do No to
REFER TO SECTION DETAILS ON PAGE 10A.1 INTERNALLY ILLUMINATED LED CHANNEL LETTER, EDGETRIM
AND RETURNS PAINTED MATTHEWS ACRYLIC POLYURETHANE
15.25 SQUARE FEET METALLIC BURGUNDY SATIN FINISH #MP1 9757, FACETO RECEIVE
2 BUILDING IDENTIFICATION
3M TRANSLUCENT MATTE WHITE VINYL FIRST SURFACE
f N
10:OJ7B SCALE: 1/2"=1-0" ALL COLORS TO BE VERIFIED PRIOR TO FABRICATION
ALL COLORS TO BE VERIFIED PRIOR TO
FABRICATION
1. Wall not typical
2. 31g, Mat cut out aluminum, sada finish w/
matte clear top mat
3. 11g Threaded rod shod mount
4. 3/y' Aluminum sleeve finish to
match architecture bkgd.
NON -ILLUMINATED LETTER
SECTION DETAIL
NTS
REFER TO SECTION DETAIL ABOVE
15.25 SQUARE FEET
1 2 BUILDING IDENTIFICATION / NON -ILLUMINATED
SCALE: 1/2-= 1-0"
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Exterior
Sign Design
VISUAL
Communications
475 Cleveland
Avenue North
Suite 2 2 3
Ivy League Place
Saint Paul
M I n n e s o t a
5 5 1 0 4
651-644-4494
651-644-4289
Copyright 0
This original design
was created by
V I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
1 Rev: 11/21/07
03/31/08
04/11/08
04/16/08
�w
A,
LI FMI
ty,
I
6 16 8'-5"
INTERNALLY ILLUMINATED LED CHANNEL
LETTER, EDGETRIM AND RETURNS PAINTED
IN MATTHEWS ACRYLIC POLYURETHANE
NAVEL ORANGE SATIN FINISH #MP29653,
-"N u rs n
FACE TO RECEIVE 3M TRANSLUCENT
MATTE VINYL FIRST SURFACE TO MATCH
9
M.A.P. NAVEL ORANGE
INTERNALLY ILLUMINATED LED CHANNEL
LETTER, EDGETRIM AND RETURNS PAINTED
MATTHEWS ACRYLIC POLYURETHANE
Home METALLIC BURGUNDY SATIN FINISH #MP79757,
FACE TO RECEIVE 3M TRANSLUCENT MATTE
WHITEVINYL FIRSTSURFACE
REFER TO SECTION DETAILS THIS PAGE
26.3 SQUARE FEET
2 BUILDING IDENTIFICATION
0076 SCALE: 1/2"=1-0"
ALL COLORSTO BE VERIFIED PRIOR TO
FABRICATION
-•'- ,.'�s _ ..:ii'a`�''m w�, ..4. X18',, ,. ('.r,1.7 •� i �� P
Vii aka' loll k' '..'' `i � . i rqq
LED LETTER SECTION DETAIL
REMOTETRANSFORMER
NTS
N 6
16-7 1/2" .
INTERNALLY ILLUMINATED
LED CHANNEL LETTER,
EDGETRIM AND RETURNS
Monti'cello-PAINTED MATTHEWS
�5v«¢r>dll4llrn t: t�ti:
t
REFER TO SECTION DETAILS THIS PAGE
80.4 SQUARE FEET
*NOTE: ACTUAL CLINIC NAME/LOGO ART TO BE VERIFIED BY
VCI PRIOR TO FABRICATION.
2 UILDING IDENTIFICATION
0078 SCALE: 1/4"= 1-0"
5�
r
`!J
9
LED LETTER SECTION DETAIL
RACEWAY
NTS
ACRYLIC POLYURETHANE
METALLIC BURGUNDY
SATIN FINISH #MP79757,
FACE TO RECEIVE 3M
TRANSLUCENT MATTE
WHITE VINYL FIRST
SURFACE
ALL COLORS TO BE
VERIFIED PRIORTO
FABRICATION
1. Aluminum channel letter, paint Matthews
Acrylic polyurethane, backside to be
finished welded with clean seams.
2. .063 Aluminum return weld & fill & backer
finish M.A.P. or equal
3. .125 transluscent acrylic w/ 3M
translucent vinyl applied to face
3.1 Edgetrim, painted M.A.P. to match returns
4. Weep holes required w/ internal light sheilds
5. Wall section not typical
6. Threaded screw attachment w/ aluminum
sheild, paint to match wall.
7. _ 20 amp line(s) by others.
8. — - LED transformer(s)
9. 2" x 2" x 1/8" Aluminum angle internal
support structure
10. L. E. D.'s
Note: 120 Volt service required
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
Saint Paul
Minnesota
5 5 1 0 4
651-644-4494
651-644-4259
Copyright U
This original design
was created by
V I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
Rev: 11/21/07
03/31/08
04/11/08
04/16/08
Page: \ 10A.1
SIDE B
SCALE: 1/8"= 1'- 0"
6
A-
7 a 7
e A .125 ALUMINUM FACE
C
B ALUMINUM CLIP _
4, E
s
C WHITE TRANSLUCENT
D ACRYLIC
D TRANSLUCENT VINYL 1. S(Ar. MRDI Au &ACMr. a WALLft VdMRET M
(FOR COLORS OTHER 2- NONCORRCYWE FASTER IER 7- ALLMIJtM TRIM CAP
THAN WHITE) 31 P$3 POMP Supply a- 311 eACMIC FACE
4- TETRA LED STNP
6 LED MODULE
C>
co
ELECTRICAL AND 18" DEPTH ELECTRICAL i
I
i
CONDUIT SWEEP TO BE PROVIDED TO SITE
BY OWNER 120 VOLT OR 277 VOLT TO BE
i
DETERMINED PRIOR TO FABRICATION. SIGN I i
I
!
FABRICATOR/ INSTALLER TO SUPPLY CONDUIT i -
--
SLEEVE TO ACCEPT POWER WITHIN POLE
T.B.D.
T.B.D.
SIDE A
153.3 SQUARE: FEET
MAIN IDENTIFICATION/ENTRANCE ID - SIDE A
10 j
SCALE: 1/4"= V- 0,"
-- ---- ----- t_-- -1 --
Tend" LED Ship
INTERNALLY ILLUMINATED LED CHANNEL DECORATIVE BAR, EDGETRIM AND RETURNS PAINTED
MATTHEWS ACRYLIC POLYURETHANE NAVEL ORANGE SATIN FINISH MP29653, FACE TO RECEIVE
3M TRANSLUCENT MATTE VINYL FIRST SURFACE TO MATCH M.A.F. NAVEL ORANGE, REFER TO DETAIL
THIS PAGE
ALL ALUMINUM CONSTRUCTED SIGN CABINET, 2" x 2" ALUMINUM ANGLE FRAME AS REQUIRED
W/.125 ALUMINUM SKIN (SEAMLESS CONSTRUCTION,AS REQUIREDTO AVOID OIL CANNING
EFFECT), EXTERIOR PAINTED FINISH MATTHEWS ACRYLIC POLYURETHANE METALLIC BURGUNDY
SATIN FINISH #MP19757 W/ CLEAR MATTE PAINTED PATTERN, INTERIOR OF CABINET FINISH WHITE,
INTERNALLY ILLUMINATED BY TI2HOCW FLUORESCENT VERTICAL LAMPS, 800MA,'G.E.' BALLASTS
OR EQUAL QUANTITY AS REQUIRED, FLUSH MOUNTTURN OFF SWITCH, WEEP HOLES W/ INTERIOR
LIGHT SHIELDS, AND APPROPRIATE WEATHER PROOF ACCESS PANELS FOR FUTURE SERVICING
REQUIRED
COPY ROUTED OUT OF ALUMINUM SIGN CABINET AND BACKED WITH TRANSLUCENT WHITE
MCRYLIC, ARROWS TO BE WHITE W/ RED AND BURGUNDY W/ GOLD, REFER TO SECTION DETAIL THIS PAGE
ALL ALUMINUM CONSTRUCTED SIGN CABINET, 2" x 2" ALUMINUM ANGLE FRAME AS REQUIRED
W1.1 25 ALUMINUM SKIN (SEAMLESS CONSTRUCTION, AS REQUIRED TO AVOID OIL CANNING EFFECT),
EXTERIOR PAINTED FINISH MATTHEWS ACRYLIC POLYURETHANE FIRE RED SATIN FINISH #MP24069,
INTERIOR OF CABINET FINISH WHITE, INTERNALLY ILLUMINATED BY T12HOCW FLUORESCENT
VERTICAL LAMPS, 800MA,'G.E' BALLASTS OR EQUAL QUANTITY AS REQUIRED, WEEP HOLES W/
INTERIOR LIGHT SHIELDS,AND APPROPRIATE WEATHER PROOF ACCESS PANELS FOR FUTURE
SERVICING REQUIRED, INTERNALLY ILLUMINATED LED CHANNEL DECORATIVE FACE, EDGETRIM
PAINTED MATTHEWS ACRYLIC POLYURETHANE FIRE RED SATIN FINISH #MP240691 FACE TO RECEIVE
3M TRANSLUCENT MATTE VINYL FIRST SURFACE TO MATCH M.A.P. FIRE RED, ALL VERTICAL SURFACES
TO ILLUMINATE
CURVED STONE BASE BY OTHERS
CONCRETE BASE ADEQUATE TO WITHSTAND 30 LB. WIND LOAD. ALL FOOTINGS & POLE DIMENSIONS
ARE SUBJECTTO FIELD SURVEY & SOIL CONTENT. RESULTSTO BE PROVIDED BY THE INSTALLING
SIGN COMPANY. ALL FINAL POLE & FOOTING SPECIFICATIONS ARE THE RESPONSIBILITY OF THE
INSTALLING SIGN COMPANY
NOTE:
PHOTOCELL LOCATION ATTOP OF SIGN IN INCONSPICUOUS AREA.
NOVISIBLE SCREWS,WELDS,OR ATTACHMENT METHODS.
REFER TO GENERAL SPECIFICATIONS AND NOTES THIS DOCUMENT.
REFERTO LOCATION PLANS DOCUMENT.
ELECTRICAL, LOCATION, PLACEMENT, ATTACHMENT AND ALL CONDITIONS
AND DIMENSIONSTO BE DETERMINED AFTER COMPLETED SITE LOCATION
EVALUATION BY CONTRACTED SIGN FABRICATOR, U.L. LABEL REQUIRED.
ALL ARTWORK AND LOGO WORKTO BE PROVIDED AT TIME OF FABRICATION
BYVISUAL COMMUNICATION ( ABOVE ART SHOWN FOR EXAMPLE ONLY).
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Exterior
Sign Design
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
Saint Paul
Minnesota
5 5 1 0 4
651-644-4494
651-644-4289
Copyright O
This original design
was created by
V 1 S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications. Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communicntions, Inc.
Project: 07.09.01
Date: 09/14/07
Rev: 11/21/07
03/31/08
04/11/08
04/16/08
Page: \ 10A.2
ELECTRICAL AND 18"
CONDUIT SWEEP TO BE PROVIDED TO SITE
BY OWNER 120 VOLT OR 277 VOLTTO BE
DETERMINED PRIOR TO FABRICATION. SIGN
FABRICATOR/ INSTALLER TO SUPPLY CONDUIT
SLEEVE TO ACCEPT POWER WITHIN POLE
4'-0„
SIDE A 30 SQUARE FEET
j 3 SECONDARY ID/PARKING ENTRANCE
10 SCALE: 1/4"= 1'- 0"
1-1
INTERNALLY ILLUMINATED LED CHANNEL DECORATIVE BAR,
EDGETRIM AND RETURNS PAINTED MATTHEWS ACRYLIC
POLYURETHANE NAVEL ORANGE SATIN FINISH MP29653,
FACE TO RECEIVE 3M TRANSLUCENT MATTE VINYL FIRST
SURFACETO MATCH M.AA NAVEL ORANGE, REFER TO DETAIL
THIS PAGE
ALL ALUMINUM CONSTRUCTED SIGN CABINET, 2" x 2"
ALUMINUM ANGLE FRAME AS REQUIRED W/.i 25 ALUMINUM
SKIN (SEAMLESS CONSTRUCTION, AS REQUIRED TO AVOID
OIL CANNING EFFECT), EXTERIOR PAINTED FINISH MATTHEWS
ACRYLIC POLYURETHANE METALLIC BURGUNDY SATIN FINISH
#MP19757 W/ CLEAR MATTE PAINTED PATTERN, INTERIOR OF
CABINET FINISH WHITE, INTERNALLY ILLUMINATED BY T12HOCW
FLUORESCENT VERTICAL LAMPS, 804MA,'G.E.' BALLASTS
OR EQUAL QUANTITY AS REQUIRED, FLUSH MOUNTTURN
OFF SWITCH, WEEP HOLES W/ INTERIOR LIGHT SHIELDS, AND
APPROPRIATE WEATHER PROOF ACCESS PANELS FOR
FUTURE SERVICING REQUIRED
COPY ROUTED OUT OF ALUMINUM SIGN CABINET AND
BACKED WITH TRANSLUCENT WHITE ACRYLIC, ARROWS TO
BE WHITE W/ RED AND BURGUNDY W/ GOLD, REFER TO
SECTION DETAIL THIS PAGE
ALL ALUMINUM CONSTRUCTED DECORATIVE ACCENT, 2" x 2"
ALUMINUM ANGLE FRAME AS REQUIRED W/.125 ALUMINUM
SKIN (SEAMLESS CONSTRUCTION, AS REQUIRED TO AVOID
OIL CANNING EFFECT), EXTERIOR PAINTED FINISH MATTHEWS
ACRYLIC POLYURETHANE FIRE RED SATIN FINISH #MP24069
ALL ALUMINUM CONSTRUCTED SIGN BASE, 2" x 2"
ALUMINUM ANGLE FRAME AS REQUIRED W/ A 25 ALUMINUM
SKIN (SEAMLESS CONSTRUCTION, AS REQUIRED TO AVOID
OIL CANNING EFFECT), EXTERIOR PAINTED FINISH MATTHEWS
ACRYLIC POLYURETHANE METALLIC BURGUNDY SATIN FINISH
#MP19757
CONCRETE BASE ADEQUATETO WITHSTAND 30LB. WIND LOAD.
ALL FOOTINGS & POLE DIMENSIONS ARE SUBJECTTO FIELD
SURVEY & SOIL CONTENT. RESULTS TO BE PROVIDED BYTHE
INSTALLING SIGN COMPANY. ALL FINAL POLE & FOOTING
SPECIFICATIONS ARETHE RESPONSIBILITY OF THE INSTALLING
SIGN COMPANY
NOTE:
PHOTOCELL LOCATION AT TOP OF SIGN IN INCONSPICUOUS AREA.
NO VISIBLE SCREWS, WELDS, OR ATTACHMENT METHODS.
REFER TO GENERAL SPECIFICATIONS AND NOTES THIS DOCUMENT.
REFER TO LOCATION PLANS DOCUMENT.
ELECTRICAL, LOCATION, PLACEMENT, ATTACHMENT AND ALL CONDITIONS
AND DIMENSIONS TO BE DETERMINED AFTER COMPLETED SITE LOCATION
EVALUATION BY CONTRACTED SIGN FABRICATOR, U.L. LABEL REQUIRED.
ALL ARTWORK AND LOGO WORKTO BE PROVIDED AT TIME OF FABRICATION
BYVISUAL COMMUNICATION ( ABOVE ART SHOWN FOR EXAMPLE ONLY).
SIDE 8
SCALE: 1/4"= 1'- 0"
A
B A .125 ALUMINUM FACE
C
B ALUMINUM CLIP
C WHITE TRANSLUCENT
ACRYLIC
D TRANSLUCENT VINYL
(FOR COLORS OTHER
THAN WHITE)
.* N• 01
1� SAII.DdDY:ALLPACK116
6. VALukQq IMR.7wn
2- 11011CQRROME FASIE NER
I 1. ALLW I MtTRMA CAP
3- PS3 POWER SUPPLY_-_'—.__
i
8- 3116' ACMIC FACE .. ,
4- TEM LED SIMP
-
-- — - - -
S LED MODULE
_-------------------------- --,
Tetra"LED Ship
INTERNALLY ILLUMINATED LED
SECTION DETAIL / NTS
Rtm
Monticello-
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Exterior
Sign Design
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
Saint Paul
Minnesota
5 5 1 0 4
651-644-4494
651-644-4289
Copyright O
This original design
was created by
V 1 S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
Rev: 11/21/07
03/31/08
04/11/08
04/16/08
Page: \ 10A..3
EXISTING TENANT
IDENTIFICATION
5-0"
I
i -T
I fi
t I
I
ELECTRICAL AND 18" DEPTH ELECTRICAL T. B. D.
CONDUIT SWEEP TO BE PROVIDED TO SITE
BY OWNER 120VOLT OR 277 VOLTTO BE
DETERMINED PRIOR TO FABRICATION. SIGN
FABRICATOR / INSTALLER TO SUPPLY CONDUIT
SLEEVE TO ACCEPT POWER WITHIN POLE 50 SQUARE FEET
r" ) S/F TENANT IDENTIFICATION
007AJ SCALE -1/2-= 1'-0-
-------i---------_..... _--. _=41 IT
1`1
CONCRETE BASE ADEQUATE TO WITHSTAND 30LB.WIND LOAD,I
Teta-LED Sftjp I
ALL FOOTINGS & POLE DIMENSIONS ARE SUBJECTTO FIELD - ------------' -------- --------------
SURVEY & SOIL CONTENT. RESULTS TO BE PROVIDED BY THE INTERNALLY ILLUMINATED LED
INSTALLING SIGN COMPANY.ALL FINAL POLE & FOOTING SECTION DETAIL 1 NTS
SPECIFICATIONS ARE THE RESPONSIBILITY OF THE INSTALLING
SIGN COMPANY
NOTE:
PHOTOCFLL LOCATION AT TOP OF SIGN IN INCONSPICUOUS AREA.
NOVISIBLE SCREWS,WELDS,OR ATTACHMENT METHODS,
REFER TO GENERAL SPECIFICATIONS AND NOTES THIS DOCUMENT.
REFER TO LOCATION PLANS DOCUMENT.
ELECTRICAL, LOCATION, PLACEMENT, ATTACHMENT AND ALL CONDITIONS
AND DIMENSIONS TO BE DETERMINED AFTER COMPLETED SITE LOCATION
EVALUATION BY CONTRACTED SIGN FABRICATOR, U.L. LABEL REQUIRED.
ALL ARTWORK AND LOGO WORKTO BE PROVIDED ATTIME OF FABRICATION
BYVISUAL COMMUNICATION ( ABOVE ART SHOWN FOR EXAMPLE ONLY).
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Exterior
Sign Design
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
Saint Paul
Minnesota
5 5 1 0 4
651-644-4494
651-644-4289
Copyright 0
This original design
was created by
V I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
Rev: 11/21/07
03/31/08
04/11/08
04/16/08
Page: \ 1 QA .4
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ELECTRICAL AND 18" DEPTH ELECTRICAL T. B. D.
CONDUIT SWEEP TO BE PROVIDED TO SITE
BY OWNER 120VOLT OR 277 VOLTTO BE
DETERMINED PRIOR TO FABRICATION. SIGN
FABRICATOR / INSTALLER TO SUPPLY CONDUIT
SLEEVE TO ACCEPT POWER WITHIN POLE 50 SQUARE FEET
r" ) S/F TENANT IDENTIFICATION
007AJ SCALE -1/2-= 1'-0-
-------i---------_..... _--. _=41 IT
1`1
CONCRETE BASE ADEQUATE TO WITHSTAND 30LB.WIND LOAD,I
Teta-LED Sftjp I
ALL FOOTINGS & POLE DIMENSIONS ARE SUBJECTTO FIELD - ------------' -------- --------------
SURVEY & SOIL CONTENT. RESULTS TO BE PROVIDED BY THE INTERNALLY ILLUMINATED LED
INSTALLING SIGN COMPANY.ALL FINAL POLE & FOOTING SECTION DETAIL 1 NTS
SPECIFICATIONS ARE THE RESPONSIBILITY OF THE INSTALLING
SIGN COMPANY
NOTE:
PHOTOCFLL LOCATION AT TOP OF SIGN IN INCONSPICUOUS AREA.
NOVISIBLE SCREWS,WELDS,OR ATTACHMENT METHODS,
REFER TO GENERAL SPECIFICATIONS AND NOTES THIS DOCUMENT.
REFER TO LOCATION PLANS DOCUMENT.
ELECTRICAL, LOCATION, PLACEMENT, ATTACHMENT AND ALL CONDITIONS
AND DIMENSIONS TO BE DETERMINED AFTER COMPLETED SITE LOCATION
EVALUATION BY CONTRACTED SIGN FABRICATOR, U.L. LABEL REQUIRED.
ALL ARTWORK AND LOGO WORKTO BE PROVIDED ATTIME OF FABRICATION
BYVISUAL COMMUNICATION ( ABOVE ART SHOWN FOR EXAMPLE ONLY).
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Exterior
Sign Design
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
Saint Paul
Minnesota
5 5 1 0 4
651-644-4494
651-644-4289
Copyright 0
This original design
was created by
V I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
Rev: 11/21/07
03/31/08
04/11/08
04/16/08
Page: \ 1 QA .4
I1
47"
REFER TO DETAILS ON PAGE 10A.4
50 SQUARE FEET
TENANT IDENTIFICATION
10A SCALE -1/2"= V-0"
I. SMAM WALL McRiG 6- TALtR UMREUM
2, 11ot OWEFAMERIER ; 7 ALtk 9tDRviT£2A9 CAP
3ji6, AC(Muc FACE _
4- TETRA LED STRIP
6• LED MOMILE
------------------------------------------------------ -
Tetrad' LED S*
---------------------------------.._----__------_-_-__
INTERNALLY ILLUMINATED LED
SECTION DETAIL! NTS
SIDE VIEW
(WALL NOT TYR)
1 A TENANT IDENTIFICATION
007 SCALE -1 J2„= 1,_O„
A—�
$ A .125 ALUMINUM FACE Montics
lloBig LAeC
l— B ALUMINUM CLIP HOSPITAL
C WHITE TRANSLUCENT
ACRYLIC
D TRANSLUCENT VINYL
(FOR COLORS OTHER Monticello -
THAN WHITE) Community
Hospital District
ROUTED LETTER SECTION DETAIL ! NTS 1013 Hart Blvd
Monticello MN 55362
Exterior
Sign Design
ALL ALUMINUM CONSTRUCTED SIGN CABINET, 2” x 2" ALUMINUM
ANGLE FRAME AS REQUIRED W/.125 ALUMINUM SKIN (SEAMLESS
CONSTRUCTION, AS REQUIRED TO AVOID OIL CANNING EFFECT),
EXTERIOR PAINTED FINISH MATTHEWS ACRYLIC POLYURETHANE
BURGUNDY METALLIC SATIN FINISH #MP19757 W/ CLEAR MATTE
PAINTED PATTERN, INTERIOR OF CABINET FINISH WHITE, INTERNALLY VISUAL
ILLUMINATED BY T12HOCW FLUORESCENTVERTICLE LAMPS, 800MA,
'G.E.' BALLASTS OR EQUAL QUANTITY AS REQUIRED, FLUSH MOUNT Communications
TURNOFF SWITCH, WEEP HOLES W/ INTERIOR LIGHT SHIELDS, AND 475 Cleveland
APPROPRIATE WEATHERPROOF ACCESS PANELS FOR FUTURE SERVICING Avenue North
REQUIRED S u i t e 2 2 3
TENANT PANELS TO BE REMOVEABLE 3/16" WHITE PLEXIGLAS #7328, Ivy League Place
W/ VINYL PAINTED TO MATCH BURGUNDY METALLIC SATIN FINISH S a i n t P a u I
#MP19757 (NO PATTERN) REFER TO SECTION DETAIL ABOVE Minnesota
5 5 1 0 4
ALL ALUMINUM CONSTRUCTED SIGN CABINET, 2" x 2" ALUMINUM
ANGLE FRAME AS REQUIRED W/ .1 25 ALUMINUM SKIN (SEAMLESS 651-644-4494
CONSTRUCTION, AS REQUIREDTO AVOID OIL CANNING EFFECT), 651-644-4289
EXTERIOR PAINTED FINISH MATTHEWS ACRYLIC POLYURETHANE
BURGUNDY METALLIC SATIN FINISH #MP19757,'LEXAN' FACE W/ Copyright
TRANSLUCENT WHITE GRAPHICS AND OPAQUE BACKGROUND PAINTED
FIRST SURFACE M.A.P. BURGUNDY METALLIC SATIN FINISH #MP19757, This original design
was created by
CONSTRUCTED FOR FUTURE COPY CHANGEABILITY, INTERIOR OF V I S U A I,
CABINET FINISH WHITE, INTERNALLY ILLUMINATED, Communications Inc.
IS cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A I,
Communications, Inc,
The release of this
design in whole or in
part shall require sole
written authorization
SEAMLESS CURVED RECTANGLE ALUMINUM DECORATIVE BAR, PAINTED from VISUAL
FINISH MATTHEWS ACRYLIC POLYURETHANE MATTE RED # Communications, Inc.
\Pagee:
7.09.01
NOTE: 9/14/07
PHOTOCELL LOCATION AT TOP OF SIGN IN INCONSPICUOUS AREA.
FACES ON HORIZONTAL PANELS TO BE CHANGEABLE, SIGN FABRICATOR 11/21/07
TO REFLECT IN SHOP DRAWINGS. 03/31/08
NO VISIBLE SCREWS, WELDS, OR ATTACHMENT METHODS. 04/11/08
REFER TO GENERAL SPECIFICATIONS AND NOTES THIS DOCUMENT.
REFER TO LOCATION PLANS DOCUMENT. 04/16/08
ELECTRICAL, LOCATION, PLACEMENT, ATTACHMENT AND ALL CONDITIONS
AND DIMENSIONS TO BE DETERMINED AFTER COMPLETED SITE LOCATION
EVALUATION BY CONTRACTED SIGN FABRICATOR,
U.L. LABEL REQUIRED, 10A.5 ®/\ aC�ALL ARTWORK AND LOGO WORK TO BE PROVIDED ATTIME OF FABRICATION .[ a ✓
BY VISUAL COMMUNICATION ( ABOVE ART SHOWN FOR EXAMPLE ONLY).
M
N
6
co
F-:
rLIGHT
TOWERS (PARKING LOT ID)
SCALE: 1/2-= 1'- 0"
3" DECORATIVE SUPPORT BAR, PAINTED MATTHEWS
YLIC POLYURETHANE NAVEL ORANGE SATIN FINISH
'29653
'Y ROUTED OUT OF ALUMINUM SIGN CABINET
) BACKED WITH TRANSLUCENT WHITE ACRYLIC,
ER TO SECTION DETAIL THIS PAGE
ALUMINUM CONSTRUCTED SIGN CABINET,
2" ALUMINUM ANGLE FRAME AS REQUIRED
125 ALUMINUM SKIN (SEAMLESS CONSTRUCTION,
tEQUIRED TO AVOID OIL CANNING EFFECT),
ERIOR PAINTED FINISH MATTHEWS ACRYLIC
YURETHANE METALLIC BURGUNDY SATIN FINISH
119757 W/ CLEAR MATTE PAINTED PATTERN,
:RIOR OF CABINET FINISH WHITE, INTERNALLY
MINATED BY T12HOCW FLUORESCENT
IIZONTAL LAMPS, 800MA, "G.E." BALLASTS
:QUAL QUANTITY AS REQUIRED, FLUSH MOUNT
N OFF SWITCH, WEEP HOLES W/ INTERIOR LIGHT
:LDS, AND APPROPRIATE WEATHER PROOF
ESS PANELS FOR FUTURE SERVICING REQUIRED
TING LIGHT POLE
-E:
RICATINGANSTALLING SIGN COMPANYTO SURVEY
=TRICAL, LOCATION, PLACEMENT, ATTACHMENT AND
CONDITIONS AND DIMENSIONS PRIOR TO FABRICATION
rn
m
3--
_
4
I- STANDAAM YJAU BACKING b FAILINW7JMFOURN
2- NONCORR ME FAS€ERDER ! 7• ALLRAIRM17RttL CAP
3- PS3 POWER 3€APO' ! & 3116'ACRNCFACE
4TEfRA tEDMMP .
S- LED MODULE
------- ---- ----------------- -- - -------
I;
Tetra'LED Strip
-------------------------------------------------------
INTERNALLY ILLUMINATED LED
SECTION DETAIL / NTS
A
e A .125 ALUMINUM FACE
C—
B ALUMINUM CLIP
C WHITE TRANSLUCENT
ACRYLIC
D TRANSLUCENT VINYL
(FOR COLORS OTHER
THAN WHITE)
€J
! €
T.B.D.
SIDE: A 28.2 SQUARE FEET
QDIRECTIONAL INFO SIGNAGE/ILLUMINATED
SCALE: 1/2"= 1'- 0"
SCALE: 1 /4"=1'- 0"
INTERNALLY ILLUMINATED LED CHANNEL DECORATIVE BAR,
EDGETRIM AND RETURNS PAINTED MATTHEWS ACRYLIC
POLYURETHANE NAVEL ORANGE SATIN FINISH MP29653,
FACE TO RECEIVE 3M TRANSLUCENT MATTE VINYL FIRST
SURFACE TO MATCH M.A.P. NAVEL ORANGE, REFER TO DETAIL
ABOVE
ALL ALUMINUM CONSTRUCTED SIGN CABINET, 2" x 2"
ALUMINUM ANGLE FRAME AS REQUIRED W/.125 ALUMINUM
SKIN (SEAMLESS CONSTRUCTION, AS REQUIRED TO AVOID
OIL CANNING EFFECT), EXTERIOR PAINTED FINISH MATTHEWS
ACRYLIC POLYURETHANE METALLIC BURGUNDY SATIN FINISH
#MP19757 W/ CLEAR MATTE PAINTED PATTERN, INTERIOR OF
CABINET FINISH WHITE, INTERNALLY ILLUMINATED BY T12HOCW
FLUORESCENT HORIZONTAL LAMPS, 800MA,'G.E.' BALLASTS
OR EQUAL QUANTITY AS REQUIRED, FLUSH MOUNTTURN
OFF SWITCH, WEEP HOLES W/ INTERIOR LIGHT SHIELDS, AND
APPROPRIATE WEATHER PROOF ACCESS PANELS FOR
FUTURE SERVICING REQUIRED
PAINTED DECORATIVE BAR FINISH MATTHEWS ACRYLIC
POLYURETHANE FIRE RED SATIN FINISH #MP24669
COPY ROUTED OUT OF ALUMINUM SIGN CABINET AND
BACKED WITH TRANSLUCENT WHITE ACRYLIC, ARROWS
TO BE WHITE W/ RED AND BURGUNDY W/ GOLD, REFER
TO SECTION DETAIL THIS PAGE
CONCRETE BASE ADEQUATE TO WITHSTAND 30LB. WIND LOAD.
ALL FOOTINGS & POLE DIMENSIONS ARE SUBJECTTO FIELD
SURVEY & SOIL CONTENT. RESULTS TO BE PROVIDED BYTHE
INSTALLING SIGN COMPANY. ALL FINAL POLE & FOOTING
SPECIFICATIONS ARE THE RESPONSIBILITY OF THE INSTALLING
SIGN COMPANY
ELECTRICAL AND 18" DEPTH FLECTRICAL CONDUIT SWEEP
TO BE PROVIDED TO SITE BY OWNER 120 VOLT OR 277 VOLTTO
BE DETERMINED PRIOR TO FABRICATION. SIGN FABRICATOR /
INSTALLER TO SUPPLY CONDUIT SLEEVE TO ACCEPT POWER
WITHIN POLE
NOTE:
PHOTOCELL LOCATION AT TOP OF SIGN IN INCONSPICUOUS AREA.
NO VISIBLE SCREWS,WELDS,OR ATTACHMENT METHODS.
REFERTO GENERAL SPECIFICATIONS AND NOTES THIS DOCUMENT.
REFER TO LOCATION PIANS DOCUMENT.
ELECTRICAL, LOCATION, PLACEMENT, ATTACHMENT AND ALL CONDITIONS
AND DIMENSIONS TO BE DETERMINED AFTER COMPLETED SITE LOCATION
EVALUATION BY CONTRACTED SIGN FABRICATOR, U.L. LABEL REQUIRED.
ALL ARTWORK AND LOGO WORKTO BE PROVIDED ATTIME OF FABRICATION
BY VISUAL COMMUNICATION ( ABOVE ART SHOWN FOR EXAMPLE ONLY).
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Exterior
Sign Design
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League PIace
Saint Paul
Minnesota
5 5 1 0 4
651-644-4494
651-644-4289
Copyright 0
This original design
was created by
V I S U A L
Communications Inc..
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
Rev: 11/21/07
03/31/08
04/11/08
04/16/08
Page: \ 10A.6
IT.B.D.
SEAMLESS RECTANGLE ALUMINUM DECORATIVE
BAR, PAINTED FINISH MATTHEWS ACRYLIC POLYURETHANE
NAVEL ORANGE SATIN FINISH #MP29653
ALL ALUMINUM CONSTRUCTED SIGN CABINET, 2" x 2"
ALUMINUM ANGLE FRAME AS REQUIRED W/.125 ALUMINUM
SKIN (SEAMLESS CONSTRUCTION, AS REQUIRED TO AVOID
OIL CANNING EFFECT), EXTERIOR PAINTED FINISH MATTHEWS
ACRYLIC POLYURETHANEBURGUNDY METALLIC SATIN FINISH
#MP19757 W1 CLEAR MATTE PAINTED PATTERN, WEEP HOLES
AND APPROPRIATE WEATHER PROOF ACCESS PANELS FOR
FUTURE SERVICING REQUIRED
PAINTED DECORATIVE BAR FINISH MATTHEWS ACRYLIC
POLYURETHANE FIRE RED SATIN FINISH #MP24069
3M REFLECTIVE GRAPHICS WHITE, BLACK AND NAVEL ORANGE
TO MATCH M.A.P. NAVEL ORANGE MP 29653
CONCRETE BASE ADEQUATE TO WITHSTAND 30LB. WIND LOAD.
ALL FOOTINGS & POLE DIMENSIONS ARE SUBJECTTO FIELD
SURVEY & SOIL CONTENT RESULTS TO BE PROVIDED BYTHE
.INSTALLING SIGN COMPANY. ALL FINAL POLE & FOOTING
SPECIFICATIONS ARE THE RESPONSIBILITY OF THE INSTALLING
SIGN COMPANY
SIDE A 28.2 SQUARE FEET
NON -ILLUMINATED DIRECTIONAL INFO SIGNAGE
10 SCALE: 1/2"= 1'- 0"
E
I
SCALE: 1/4"= 1'- 0"
4'-7"
SIDE A 28.2 SQUARE FEET
NON -ILLUMINATED DIRECTIONAL INFO SIGNAGE
007 SCALE: 1/2"= 1'- 0"
•
SCALE: 1/4"= V- 0"
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Exterior
Sign Design
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
Saint Paul
Minnesota
5 5 1 0 4
651-644-4494
651-644-4289
Copyright 0
This original design
was created by
V I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
Rev: 11/21/07
03/31/08
04/11/08
04/16/08
Page: \ 10A.7
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.090 ALL ALUMINUM CONSTRUCTED PAN ARCED
SIGN PANEL, PAINTED FACE'MAP' ACRYLIC
POLYURETHANE METALLIC BURGUNDY SATIN FINISH
#MP19757 W/ CLEAR MATTE DIAMOND PATTERNED
GRID DESIGN MATTE, WHITE 3M REFLECTIVE GRAPHICS
USE MNDOT REFLECTIVE STANDARDS
DECORATIVE STRIPE, FINISH PAINTED
FINISH MATTHEWS ACRYLIC POLYURETHANE
FIRE RED SATIN FINISH #MP24069
3"+/- SQUARE SUPPORT POST, FINISH PAINTED
FINISH MATTHEWS ACRYLIC POLYURETHANE
NAVEL ORANGE SATIN FINISH #MP29653
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914:
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Exterior
Sign Design
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
Saint Paul
M i n n e s o t a
5 3 1 0 4
651-644-4494
651-644-4259
Copyright 8
This original design
was created by
V I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
ORev: 11/21/07
03/31/08
04/11/08
04/16/08
f 6'\ REGULATORY STANDARDS SIGNAGE Page: 10 J \ 10A.8
.t A A
SCALE: 1 /2"= V- 0"
CONCRETE BASE ADEQUATE TO WITHSTAND
30LB. WIND LOAD. ALL FOOTINGS & POLE
DIMENSIONS ARE SUBJECTTO FIELD SUR-
VEY & SOIL CONTENT. RESULTS TO BE PROVIDED
BYTHE INSTALLING SIGN COMPANY. ALL FINAL
POLE & FOOTING SPECIFICATIONS ARE THE
T.B.D.
RESPONSIBILITY OF THE INSTALLING SIGN
COMPANY
NOTE:
SIGN HEIGHTS TO BE DETERMINED BY CITY CODE.
NO VISIBLE SCREWS, WELDS, OR ATTACHMENT METHODS.
REFER TO GENERAL SPECIFICATIONS AND NOTES PAGE11.
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914:
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
Exterior
Sign Design
VISUAL
Communications
475 Cleveland
Avenue North
S u i t e 2 2 3
Ivy League Place
Saint Paul
M i n n e s o t a
5 3 1 0 4
651-644-4494
651-644-4259
Copyright 8
This original design
was created by
V I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V I S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
ORev: 11/21/07
03/31/08
04/11/08
04/16/08
f 6'\ REGULATORY STANDARDS SIGNAGE Page: 10 J \ 10A.8
.t A A
SCALE: 1 /2"= V- 0"
Fabrication & installation of the work to be provided
in these drawings must meet the following conditions
and specifications.
GENERAL
The requested work will comply with all Federal and
State codes, laws and regulations, and all municipal
ordinances or regulations in effect at the time work is
being performed.
Any alternates or changes to materials, construction
methods and sign types specified in this document
must be approved in writing by VISUAL
Communications or client's representative prior to
implementation.
LABOR
GENERAL
Any work required under this section, that is not
specified in detail, shall be constructed in accordance
with approved shop drawings.
All work shall be fabricated & erected square, plumb,
straight & true. Cut-out letters, numbers & images
shall be cut in continuous, even lines as indicated on
drawings. Fabricator shall provide all supporting &
anchoring means as required for proper installation.
Fabricator is responsible to provide proper thickness
to eliminate waviness or other deformations in
materials.
EXPOSED METAL SURFACES
Exposed metal surfaces shall be reinforced, braced &
securely fastened to provide rigid assembly. Sign
faces shall be free of all holes, except those required to
install letters or weep -holes. Service access doors
shall be concealed wherever possible. Flush -butt
locked seams and fillers shall be metal screwed &
bolted on filler edges to provide smooth faces, free of
unsightly rivets. All steel items exposed to the
weather, and all other steel items as written, shall be
galvanized or ground & painted with zinc -chromate
primer & finish coated.
EXPOSEDJOINTS
Exposed joints shall be continuously welded, ground
& polished smooth and shall not be visible. Mitered
corners shall be snug, neat & tight fitting in an even,
smooth plane.
EXTERIOR & INTERIOR CABINETS AND FRAME
Exterior cabinets & frames shall be fastened with
stainless steel screws. Phillip -type, flat head,
countersunk screws or nuts & bolts shall be used as
indicated. The interior cabinet on exterior signage
shall be rain -proof and painted white. Signs shall be
provided with weep -holes in bottom, sufficient size to
allow for proper drainage per the cabinet size.
LABOR (continued)
ACCESSORIES, ANCHORAGE, MOUNTING
DEVICES & SPACERS
Accessories, anchorage, mounting devices & spacers
shall be guaranteed non -staining to adjacent walls
and sign finishes for a period of five years after
acceptance. Ferrous mountings may be sleeved with
non-ferrous metal covers matching adjacent finishes,
cemented with non -hydroscopic glue, or other
suitable protective measures may be proposed to
comply with this specification. All aluminum that is
in contact with ferrous metals shall be separated with
a heavy coating of bitumastic paint or sheet neoprene.
INSTALLATION
All signs shall be installed as indicated on the location
drawings unless otherwise directed by VISUAL
Communications. Signs shall be secured with
hardware as indicated on these drawings or methods
as approved on shop drawings showing alternative
methods. Survey of ground conditions relating to soil
content, density & compaction are the responsibility
of the installing company and must be included in the
initial bid. Removal and/or replacement of asphalt,
concrete, existing footings and poles are the
responsibility of the installer unless otherwise written
on these drawings.
MATERIALS
GENERAL
All materials, used in production, shall be new and of
top quality, and free of defects impairing strength,
durability or appearance.
METALS
Thickness, size, type & seam placement must be as
written on drawings.
Steel sheet must be paint -lock or galvanized. All
edges of metal or aluminum shall be cut in a
continuous line and sanded smooth to finish.
Aluminum sheet to be #5052 alloy. All seams to be
straight & symmetrical.
PLASTICS
All fabrication and adhesives to be per highest quality
industry standards. All adhesive to be nonstaining and
warranted for the life of the product.
Thickness, color, size, seam placement, seam
construction, depth of pillowed faces and brand name
as written on these drawings.
Embossed or flat sheet plastic shall be free of wrinkles
or imperfections from forming or fabrication. All
surfaces shall be free of scratches and shall be clean &
polished per manufacturer's instruction at completion
of installation.
MATERIALS (continued)
FLEXIBLE MATERIALS
Thickness, color, size, and brand names shall be as
written on drawings.
All fastening devices must meet dealer
recommendations. Seam placement shall be as
documented in drawings, straight and symmetrical.
Face surface shall be free of wrinkles, discoloration &
imperfections. Flexible face to be. of a tensile strength
to withstand 120 lbs. per square foot of wind pressure
(UL - 48 testing).
COATINGS & FINISHES
All aluminum, metal & fasteners shall be finish coated
with an appropriate primer & color coat with
corrosion inhibitors guaranteed for eight (8) years
against fading, chipping, cracking, peeling &
discoloration.
Colors shall meet specifications on drawings. Sample
colors shall be furnished by fabricator for approvals
by VISUAL Communications.
All flexible face coatings shall be guaranteed for eight
(8) years against fading, discoloration & riildew,
provided that routine six month cleaning and
maintenance has been performed by an approved
sign representative.
All holes, cut edges & penetrations of prefinished
metals and aluminum shall be free of burrs, primed &
brush painted to maintain a corrosion proof firrsh.
ELECTRICAL
Electrical parts & materials shall meet all national
electrical codes, applicable local codes & the
requirements of the Underwriter's Laboratory, Inc.
and be labeled as such. All electrical parts shall be
new & free of defects.
Signs shall be completed with all necessary lamps,
tubes, ballasts, transformers, sockets and internal
wiring as required in these drawings and to provide
complete operable units.
Electrical service shall be provided as written in these
drawings. Extensions of wiring, conduit,
transformation of voltages if required, and final
connection are as noted in these drawings. Verify
exact location of existing stubs & junction boxes by
referencing drawing and site.
All signs shall provide evenly distributed lighted
surface equal to intensity specified. All areas of
lighted letters shall be of equal intensity in all parts of
the sign.
ELECTRICAL (continued)
All light sources shall be 'outdoor type', 30 Ma or 60
Ma transformers and/or 800 Ma ballasts rated for
-20F.
Proper disconnect switches shall be provided as
noted. Location shall be inconspicuous & approved
by VISUAL Communications.
SHOP DRAWINGS FOR CHANGES OR
ALTERNATES
Three (3) copies of shop drawings indicating changes
or alternates in detail shall be submitted to VISUAL
Communications or the client's representative.
Written approval of shop drawings shall be required
before any work is started on the section being
revised.
GUARANTEE & SERVICE
Contractor shall guarantee that all material and work
furnished in these drawings are guaranteed for one
(1) year to be free of defects & faulty workmanship, &
that any defective material or work shall be promptly
repaired or replaced without additional cost to the
owner or their consultant. Contractor shall, during
the first year of operation, fully maintain & service
the signs, making regular inspections, servicing,
replacing tubes & electrical equipment as necessary to
operate the signs without additional cost to the client.
Any guarantees for additional time or services noted
in these drawings are to be included in the contract.
All exposed surfaces and sign components shall be
protected until final installation and approval by
client or their consultant. Any work damaged or
discolored in any way before installation and,
approval occurs shall be the responsibility of the
fabricator without additional cost to the owner or
their consultant.
CLEAN-UP
During the process of implementation, the premises
shall be kept reasonably free of all debris & waste
materials resulting from the work being completed in
this contract. Upon completion and before final
acceptance of work, all debris, rubbish, leftover
materials, tools and equipment shall be removed from
the site.
Final cleaning of all surfaces shall be carefully done
strictly in accordance with the manufacturer's or
consultants instructions.
Signs shall have non -corrosive, concealed fasteners,
continuous welds, ground smooth, filled, primed &
finish painted to match. No visible attachment methods
or oil canning allowed.
Appropriate weatherproof service access panels
required at strategic points for future servicing and
maintenance.
Weep holes w/ internal light shields required for all
internally illuminated sign cabinets and fabricated letters
for water drainage.
Sign to meet all local, state & national codes.
Underwriters Laboratory (U.L.) label required.
Fabricating sign company responsible for wind load
calculations for sign support & concrete standards
based on soil conditions & prevailing winds.
Engineers stamp required by fabricating / installing
sign company.
Final electrical connection to be made by the install-
ing sign company.
Field survey of each sign location is required to
identify 120 volt service, or 277 volt service and access
availability. Owner and contracted sign compaito
coordinate type of voltage to be used. Contracted sign
company to identify correct electrical plan in shop
drawings.
Owner to run electrical to within 3' of each sign location.
Sign company to make final electrical connection to sign(s),
unless otherwise specified.
No exposed conduit.
Type, placement & hook-up of time clocks, photocells,
computerized time clocks, etc. by others.
Flush mount turn-off switch required, switch to face
building not street side, painted to match background
placed on.
Contracted sign company to provide color & material
samples for review and written approval to VISUAL
Communications and/or client or clients consultant
prior to fabrication.
Contracted sign company to provide shop drawings
and full size patterns for review and written approval
by VISUAL Communications and/or client or clients
consultant prior to fabrication.
Contracted sign company to provide a prototype of
sign(s) to VIS&i Communications for approval prior
to fabrication.
Field survey of each sign location prior to providing
bid for fabrication & installation,
All finishes to be Mathews Acrylic Polyurethane
(MAP) matte paints unless otherwise specified.
All colors to be verified prior to fabrication.
Installing sign comparey will not alter natural soil
conditions (pave or tar) without verifying with owner.
Sign installer to check all following for easements and
placement of sign as determined; including water, gas,
electrical, telephone, sewer, cable &sprinklers.
When power is run by electric contractor to a designated
meter. Meter is to be placed within the pole wrapper
if possible or set at a distance from sign for aesthetic
appeal. Meter is not to be attached to the outes surface
of the sign or pole.
All permits are the responsibility of the contracted
sign company.
Monticello -
Community
Hospital District
1013 Hart Blvd
Monticello MN 55362
GENERAL
SPECIFICATIONS
VISUAL
Communications
475 Cleveland
Avenue North
s u i t e 2 2 3
Ivy League Place
Saint Paul
Minnesota
5 5 1 0 4
651-644-4494
661-644-4289
Copyright (o
This original design
was created by
v I S U A L
Communications Inc.
It cannot be copied,
transferred or
reproduced in any
form and shall
remain the property of
V i S U A L
Communications, Inc.
The release of this
design in whole or in
part shall require sole
written authorization
from VISUAL
Communications, Inc.
Project: 07.09.01
Date: 09/14/07
Rev: 11/21/07
03/31/08
a4/Mos
04/16/08
DISTRICT CAMPUS SECOND ADDITION
KNOW ALL MEN BY THESE PRESENTS: That Monticello Big Lake Community HospitalDistrict, amunicipal corporation and a political subdivision ofthe State of Minnesota,fee I botchy certify that I have surveyed and platted or directly supervisedthe surveying and platting ofthe land described on this plat as MONTICELLOBIG LAKE COMMUNITY
owners of the following described property situated in the County of Wright, and Stam ofMinnoseta, m wit: HOSPITAL DISTRICT CAMPUS SECOND ADDITION; this plat is a correct representation ofthe boundary surrey; all mathematical data and labeisam wmntiy designated; all
monuments depicted on the plat have been or will be correctly set within one year; all water boundaries and wet Lands as ofthis date, as definedby Minnesota Stmudes 505.02, Subd 3,
Lots 7, 8, 9, 10, and I I, Block 16, LOWER MONTICELLO, together with the southeasterly 20 feet of Lots 1 and 2 of said Block 16 and the southwesterly 33 fent o£Lot6 of said Block are shown and labeled; and all public ways are shown and labeled
16. Except that part of said Lot 7 described as follows: f%
Beginning at the most northerly, comer of said Lot 7; thence on an assumed hearing of South 59 degrees 53 minutes 13 seconds East along the northeasterly line of said Lot 7, a t-tX:....,....._
distance of 6.00 feet; thence South 24 degrees 48 minutes 38 seconds Wcst, a distance of55.80 feet; theaceNotth 66 degrees 21 minutes 08 seconds West, a disocco of 10,06 feet to onatb- M. Altmann, Land Surveyor
the northwesterly line of said Lot 7; thence Nord128 degrees 56 minutes 17 seconds East along said northwesterly linc, a distanceof 56.70 feetut dm Pomt of Begu¢dng. MinnesotaLicense Number44647
And that part of vacawdDaytou Street as dedicated in the plat of LOWER MONTICELLO, as described in DocuawatNumber
And Lots 1, 2, 3, 4, 5, 8, 9, and 10, Block 25, LOWER MON'ILCELLO, together with the southwesterly 5 feet ofLot 6, Block 25, LOWER MONTICELLO and the northwesterly half
ofvacated Cedar Street accming Recent,
And Lots 1, 3, and 9, Block 24, LOWER MONTICELLO, together with the northwesterly 34 feet of Lot 4, ofsaid Black 24, together with the southwesterly 10 fent and saudessa^xly 20
feet ofLot 10, ofsaid Block 24, and together with the southeasterly one-balfafvacated Cedar Street seeming thereto. Except that part ofsaidLot l nowplatted as Lot 1, Block I,
MONTICELLO BIG LAKE COMMUNITY HOSPITAL DISTRICT CAMPUS,
AndL.ot 1, Block 1 and Lott, Block 2, MONTICELLO BIG LAKE COMMUNITY HOSPITAL DISTRICT CAMPUS.
And that par ofLot 6, Block 27 and Lots 3, 4, 5, 6, and 7, Block 28, together with those parts ofvacatedEbre Street and vacated Oak Street lying southwesterly of Broadway Street
(present day Hart Boulevard), all being in the plat of LOWER MONTICELLO, which ties northeasterly ofa line 75 fhxtnarthaastariy ofand parallel with the following described line:
Beginning at a point on the east line of Section 13, Township 121, Range 25, distant 1022 feet north ofthe east granter comer thereof; theneeren northwesterly at an angle of 53 degrees,
I8 minutes, 00 seconds with said cast section line for 1651A feet; thence deflect to the right on a 0 degree 45 minute 00 secondcunn, (delta angle 7 degrees, 26 minutes, 00 seconds) for
991.1 feet: thence on tangent to said curve for 2255.2 feet to atangent spiral point; thence deflect to the left on a spiral curve of decreasing radios (spial angle 1 degree, 07 minutrs, 30
seconds) for 150 feet to spiral curve point; thence deflect to the left on a 1 degree, 30 minute, 00 second circular curve (delta angle 15 degrees, 30 minutes, 00 seconds) for 1033.3 feet to
curve spiral point and these terminating.
And that part ofGavemment Lot 2, Section 12, Township 121, Range 25, described as follows:
Commencing at the intemocflon ofthe centerline of County State Aid Highway No. 75 and the north line ofLot 6, AUDITOR'S SUBDIVISION NO. ONE, according to the plat co file
and of record in the office of the County Recorder, Wright County, Minnesota; thence North 89 degrees 36 minutes 31 seconds East, assumed bearing, along the north line ofseld Lot 6,
a distance of 106.67 feet to the northeasterly right-of-way line of said County State Aid Highway No, 75 and the actual Point of Beginning; thence continue North 89 degrees 36 minutes
31 seconds East, along said north line ofLot 6, a distance of 155.54 feet to the southwesterly right-of-way line ofa public mad; thence South 38 degrees 12 minutes 37 seconds East,
along said southwesterly right-of-way line a distance of 150,10 feet, thence South 51 degrees 47 minutes 23 seconds West, a distance of90.53 feet to thenottbeasteady right-of-way line
of County Stam Aid Highway No, 75; theace North 45 degrees 42 minutes 55 seconds West, along said northeasterly right-of-way tine, a distance of 247.59 feet to the actual Point of
Beginning.
And that part of Government Lot 2, Section 12, Township 121, Range 25, described w being a part ofa triangular piece of landlying southeasterly of Oak Street and southwestee:y of
Broadway Street (present day Hart Boulevard) as shown on the plat ofTOWNSITE OF LOWER MONTICELLO.
And that porion o€vacated Broadway Street (present day Hart Boulevard) as described in Document Numbers 722760 and
Have caused the same to be surveyed and platted as MONTICELLO BIG LAKE COMMUNITY HOSPITAL DISTRICT CANTPUS SECOND ADDITION and do hereby culture and
dedicate to the public for public use forever the easements as shown an this plat for drainage and utility purposes only.
Ln witness whereof said Monticello Big Lake Community Hospital District, a municipal corporation and apolitical subdivision of rho State of Minnesota, bee caused these presents to be
signed by it's proper officer this day of , 200_,..
Barbara Schwientek, Chieffixccutive OBicer
STATE OF
COUNTYOF
The foregoing instrument was acknowledged before me this day of , 200T by Barham Schwientek, Chief Executive Of6car, of Monticcho Big
Lake Community Hospital District, a municipal corporation and a political subdivision ofthe State ofN inrmwm, on behalfofthe corporation.
(Signature)
(Name Printed)
Notary Public, County, Minnesota
My Commission Expires
STATE OF MINNESOTA
COUNTY OF HENNEPIN
The foregoing surveyor's certificate was acknowledged before me this fit) day of Au
gt t
MinnesotaLicense Number44647. .l
ARt U_ �
(Signature)
1 i
(Namee p�) ePrint y1�I1 TA tfi (. rc k{1TA5ir h:.n_!C •�
� wtikaesor.,
Notary Public, Hennepin County, Miaoesom,
My commission expires January 31, 2010
, 200_7, by Jonathsa M. Pithnnnn, nLicensed Land Surveyor,
This plat of MONTICELLO BIG LAKE COMMUNITY HOSPITAL DISTRICT CAMPUS SECOND ADDITION was approved by the Planning Comadssian ofthe City ofMornicello,
Minnesota at a meeting held this day of '200 -
Chairman
This plat of MONTICELLO BIG LAKE COMMUNITY HOSPITAL DISTRICT CAMPUS SECOND ADDITION was approved and accepted in compliance with Minnesota Starnes
505A3, suled. 2 by the City Council of the City of Monficello, Minnesota at a meeting held this day of , 200 -
Mayor City Administrator
Reviewed and approved this _ day of , 200_„_
Wright County Surveyor
This piatwas recommended for approval this _day of ,2W_
Wright County highway Engineer
Taxes paid for ail years through year 200,,_ and transfer entered this _ day of , 200
Wright County Auditor
I hereby certify that taxes payable in the year 200, on lands herein described are paid this _ day of
Wright County T=usurer
I hereby certify that itis instrument was filed in the office ofthe County Recorder far record this day of
was duly =corded in cabinet _, sleeve , as Document Number
Wright County Recorder
, 200.
,200 at._,-o'.Imk-_,.M., and
MINNEAPOLIS -PHOENIX
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SCALE IN FEET MARKED BY LICENSE NO. 44647
0 DENOTES 112 INCH BY 14 INCH IRON PIPE TO B SET
DRAINAGE AND UTILITY EASEMENTS WITHIN ONE YEAR Gr RECORDING OF THIS PLAT AND p
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MARKED BY LICENSE NUMBER 44647
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6 F.K.A. DENOTES "FORMERLY KNOWN AS"
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MON77CEL 0 810 LAKE COMMUNITY DISTRICT CAMPUS IS
ASSUMED TO BEAR SOUTH 31 DEGREES 19 MINUTES 16
12-I SECONDS WEST
BEING 6 FEET IN WIDTH AND ADJOINING
LOT LINES AND SONG 12 FEET IN WIDTH
AND ADJOINING PLAT BOUNDARY LINES
AND RIGHT OF WAY LINES, UNLESS
OTHERWISE SHOWN.
VICINITY MAP
NOT TO SCALE
SECTION )2, TOWNSHIP 121 N, RANGE 25 W
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LANDFORM
MINNEAPOLIS.PHOENIX
0MCLAL PLAT
DRAINAGE AND UTILITY EASEMENTS
All SHOWN AS THUS:
BEING 6 FEET IN WIDTH AND ADJOINING
NORTH LOT LINES AND BEING 12 FEET IN WIDTH
ANDADJOINING PLAT BOUNDARY LINES
AMD RIGHT OF WAY LINES, UNLESS
0 60 120 OTHERWISE SHOWN.
SCALE IN FEET
C.BRG. DENOTES CHORD BEARING
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95.78 125.09 ,G,
DENOTES 12 INCH BY 14 INCH IRON PIPE TO BE SET
WITHIN ON'E YEAR OF RECORDING OF THIS PLAT AND
- - - - - - — - - - - - MARKED By LICENSE NUMBER 44647
08 -0' F.K.A. DENOTES "FORMERLY KNOWN AS"
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THE MOST SOUTHEASTERLY LINE OF LOT 7, BLOCK 2,
MON110ELTO IG LAKE COMMUNITY DISTRICT CAMPUS IS
ASSUMED TO BEAR SOUTH 31 DEGREES 19 MINUTES 16
SECONDS WEST
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MINNEAPOLIS -PHOENIX
Council Agenda: 6123108
6F. Consideration of authorizing to i)roceed with hirin2 lDrocess for Seasonal
Locator/Field Technician vosition., (13W)
11111111111 M'' I , I 11!1�!!Ili!lllllllllllili!lll�l�111111�lI �
4
This position is required to assist Engineering and Public Works staff in meeting
the anticipated demands associated with locating the City's public utilities and
observing construction of the proposed fiber optics projects throughout the City
of Monticello.
Copies of the position description and points evaluation/pay scale are attached.
A.1 Budget Impact: The starting pay for this position is $14.53 per hour, which
would equate to $30,222 per year.
A.2 Staff Workload: If this position is not filled our existing locators/construction
inspectors will likely need to work overtime and potentially neglect some of
their other duties in order to meet the anticipated demands.
1. Motion to authorize to proceed with hiring process for Seasonal Locator/
Field Technician position.
2. Motion to deny authorization to proceed with hiring process.
City staff recommends Alternative Action No. 1.
Position description.
Points evaluation/pay scale.
Title of Class: Seasonal Locator/Field Technician
Effective Date: June 16, 2008
General Statement of Duties: Performs on-site locations for underground facilities including, but not
limited to: electric power lines, sewer lines, water lines, telephone lines, cable TV lines, gas lines
and fiber-optic lines; maintains accurate record drawings; observes underground telecommunication
construction activities and performs related duties as required.
Swervision Received: Works under the general and technical supervision of the City Engineer;
receives some technical direction from the Public Works Director.
Supervision Exercised: None.
The listed examples may not include all duties performed by all positions in this class. Duties may
vary somewhat from position to position within a class.
*Reads job order tickets and determines the work to be completed.
*Reads and interprets blueprints and maps.
*Locates sewer and water services, water and sewer mains, fiber-optic and cable television lines,
gas lines and City -owned lighting and irrigation systems for Gopher State One Call.
*Logs into their Gopher State One Call's website to manage locate status files, checks base maps,
record drawings, and service inspection reports to verify location of utility services.
*Uses GPS and GIS to determine location of utilities when information is available.
*Removes and replaces utility hole covers, as needed, to properly locate underground utility lines.
*Operates a PC to record and process excavation notices.
*Observes construction of underground telecommunication facilities to ensure compliance with
plans and permits; reports any irregularities to City Engineer.
*Communicates with excavators, utility technicians and City staff regarding underground utilities.
*Complies with established time requirements, including emergency locates after hours.
Assists other departments as needed.
Performs other duties as needed or assigned.
*Considerable knowledge of practices, methods and techniques to accurately locate underground
utilities.
*Considerable knowledge of safe and acceptable practices and OSHA standards to locate, record
and notify others of underground utilities and to work around heavy equipment.
*Working knowledge of personal computer use including standard software packages.
City of Monticello
*Working skill in providing good customer service.
*Considerable ability to read blueprints and maps and to read and interpret construction
specifications.
*Considerable ability to use survey equipment and to record and maintain accurate records.
*Considerable ability to locate and document located utilities for multiple construction projects
simultaneously.
*Considerable ability to walk on various types of terrain using equipment to locate underground
utilities.
*Working ability to communicate effectively both orally and in writing with excavators, city
employees, and general public.
*Working ability to learn State and Local damage prevention regulations and utility construction
patterns and layout.
*Working ability to work outdoors in all weather conditions.
*Working ability to work in and around construction zones, and to climb into utility holes and
trenches to perform the work.
*Working ability to lift and carry location equipment and occasionally lift utility -hole covers using
removal tools whenever possible.
*Working ability to drive safely and legally.
Must possess and maintain a valid Minnesota Class D driver's license and insurable driving record.
One year of experience working with underground utilities and reading blueprints is required.
Acceptable work experience may include: installing and/or repairing various types of underground
utilities, construction excavation, construction site preparation, landscape construction or equivalent
experience. Completion of one year of technical college in surveying or one year of college in civil
engineering can substitute for the above -listed experience.
* Asterisked items are essential to the job.
10 ayffARM-11 V UIJIZI�
CATEGORY
RATING
POINTS
DEFINITION
Knowledge &
Specialized & technical knowledge required
Experience
B 1
30
to understand and perform in a work
situation. (High school Education plus some
additional formal training)
Accountability
Bla
30
Some room for discretion and independent
actions; supervisory guidance available; may
be left "in charge" occasionally. Minor
impact on budget and City operations, Often
provides information and suggestions which
others use to make major decisions.
Degree of Planning
2a
I
Planning relates to relatively routine matters.
Most planning is for immediate application.
Supervision
A
0
No supervision required
Working Conditions
I
D-3
Lifting
2
D-3
Awkward working position
3
B -I
Abnormal Hours
4
c-2
Excessive Standing
5
C-2
Excessive travel or sitting
6
D-3
Requiring fine coordination, manual dexterity
7
D-3
Dust and dirt
8
c-2
Extreme cold and heat
9
c-2
Rain, snow and wind
10
c-2
Abnormal human behavior
11
A-0
Chemical and fumes
12
B-1
Machinery and power tools
13
A-0
Climbing and heights
14
A-0
Excavating
15
A-0
Guns or Weapons
16
A-0
Electrical Shock
24 PTS
Total Points = 85 Grade 6 Hourly pay range
Grade I = $14-53 per hour
Grade 8 = $$18.89 per hour
im
FA
7
Council Agenda: 6/23/08
Public Hearin2 to Approve the Issuance Revenue Bonds on Behalf of Presbyterian
Homes. (TK)
Presbyterian Homes constructed the Mississippi Shores Project by using the City of
Monticello ability to issue Senior Housing Revenue Bonds. Presbyterian Homes is now in the
process of refunding these bond and other similar bond issues through the City of
Bloomington. Since the Monticello project is part of this refinancing, the City is required to
hold a public hearing to approve the issuance of the refunding bonds by the City of
Bloomington.
Al. Budget Impact: This bond issue will have no budget impact on the City of
Monticello.
A2. Staff Workload Impact: This action would have no impact on staff workload.
1. Approve the issuance of Revenue Bonds on Behalf of Presbyterian Homes.
2. Do not approve the issuance of Revenue Bonds on Behalf of Presbyterian Homes.
&
The City staff supports, Alternative 1.
Resolution Approving the Issue of Revenue Bonds on Behalf of Presbyterian Homes.
MINNESOTA STATUTES, SECTIONS 462C, AS AMENDED, TO REFINANCE A
SENIOR HOUSING FACILITY LOCATED IN THE CITY OF MONTICELLO,
MINNESOTA
BE IT RESOLVED by the City Council (the "Council") of the City of Monticello, Minnesota (the
"City"), as follows:
WHEREAS, Minnesota Statutes, Chapter 4620, as amended (the "Act"), authorizes and
empowers municipalities of the State of Minnesota to issue and sell revenue bonds and lend the proceeds
thereof to a nonprofit corporation for the purpose of financing or refinancing multifamily rental housing
developments designed and intended to be used primarily by elderly or physically handicapped persons
and new or existing health care facilities that provide nursing, medical, personal care, and other health
related assisted living services on a 24-hour basis to the residents; and
WHEREAS, at the request of Presbyterian Homes Housing and Assisted Living, Inc. (now known
as PHS/Monticello, Inc.), a Minnesota nonprofit corporation (the "Monticello Borrower"), the City
previously issued its Senior Housing Revenue Bonds (Mississippi Shores Project), Series 1995 (the
"Series 1995 Bonds"), the proceeds of which were applied to the acquisition, construction, and equipping
of a 49 -unit senior housing facility known as Mississippi Shores located at 1213 Hart Boulevard in the
City (the "Monticello Project"); and
WHEREAS, at the request of the Borrower, the City also previously issued its Senior Housing
Refunding Revenue Bond (Mississippi Shores Project), Series 2002 (the "Series 2002 Bond"), the
proceeds of which were applied to refinance the Monticello Project by redeeming and prepaying the
Series 1995 Bonds; and
WHEREAS, the City of Bloomington ("Bloomington") has proposed to issue one or more series
of revenue obligations and loan the proceeds derived from the sale of the obligations to the borrowers
referenced herein to be used as follows: (i) the refinancing of certain capital assets, through the
redemption of outstanding bonds that financed those assets, including: (a) the Monticello Project; (b) an
88 -unit senior housing facility known as Summerhouse of Bloomington located at 9850 Lyndale Avenue
South, Bloomington, Minnesota (the "Bloomington Project") owned by Presbyterian Homes of
Bloomington, Inc. (the "Bloomington Borrower"); (c) a 100 -unit senior housing facility known as Echo
Ridge located at 11033 Gerschwin Avenue North, Oakdale, Mimiesota (the "Oakdale Project") owned by
PHS/Oakdale, Inc. (the "Oakdale Borrower"); (d) a 72 -unit senior housing facility known as
Summerhouse of Shoreview located at 4655 Victoria Street, Shoreview, Minnesota (the "Shoreview
Project") owned by PHS/Shoreview, Inc. (the "Shoreview Borrower"); and (e) a 77 -unit senior housing
facility known as Stonecrest located at 8723 Promenade Lane, Woodbury, Minnesota (the "Woodbury
Project") owned by PHS/Woodbury, Inc. (the "Woodbury Borrower"); and (ii) the payment of the costs
of issuing the Bonds; and
WHEREAS, the Bloomington Project, the Monticello Project, the Oakdale Project, the Shoreview
Project, and the Woodbury Project are referred to collectively as the "Projects" and the Bloomington
Borrower, the Monticello Borrower, the Oakdale Borrower, the Shoreview Borrower, and the Woodbury
Borrower are referred to collectively as the "Borrowers"; and
WHEREAS, the Borrower has advised this Council that it has requested that Bloomington issue
revenue bonds pursuant to the Act in an aggregate principal amount which is not expected to exceed
$37,105,000 (the "Bonds") for the purposes described above, including the refinancing of the Monticello
Project and the redemption of the Series 2002 Bonds issued by the City; and
WHEREAS, approximately $3,330,000 of the proceeds of the Bonds is expected to be allocated
to the Monticello Project, approximately $8,625,000 of the proceeds of the Bonds is expected to be
allocated to the Bloomington Project, approximately $9,025,000 of the proceeds of the Bonds is expected
to be allocated to the Oakdale Project, approximately $6,920,000 of the proceeds of the Bonds is expected
to be allocated to the Shoreview Project, and approximately $9,205,000 of the proceeds of the Bonds is
expected to be allocated to the Woodbury Project; and
WHEREAS, pursuant to Minnesota Statutes, Section 471.656, as amended, a city may issue
obligations to finance the acquisition or improvement of property located outside of the corporate
boundaries of such city if the obligations are issued under a joint powers agreement in which one or more
of the parties to the joint powers agreement issue such obligations and the property is located entirely
within the boundaries of one or more of the parties to the joint powers agreement; and
WHEREAS, pursuant to Minnesota Statutes, Section 471.5 9, as amended, by the terms of a joint
powers agreement entered into through action of their governing bodies, two or more cities may jointly or
cooperatively exercise any power common to the contracting parties or any similar powers, including
those which are the same except for the territorial limits within which they may be exercised and the joint
powers agreement may provide for the exercise of such powers by one or more of the participating
governmental units on behalf of the other participating units; and
WHEREAS, on June 23, 2008, the City conducted a public hearing on the issuance of Bonds for
the purposes of refinancing the Monticello Project, at which a reasonable opportimity was provided for
interested individuals to express their views, both orally and in writing, on the refinancing of the
Monticello Project and the proposed issuance of such revenue obligations by Bloomington, notice of
which was published as required by Minnesota Statutes, Section 4620.04, subdivision 2, of the Act, and
Section 147(f) of the Internal Revenue Code of 1986, as amended, in the Monticello Times, the official
newspaper and a newspaper circulating generally in the City, on June 5, 2008, a date at least fourteen (14)
days before a meeting of the City Council of the City on June 23, 2008,
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
MONTICELLO, MINNESOTA THAT:
Section 1. Amroval of Issuancc of Bonds by Bloomington.
1.01. The City hereby approves and authorizes the issuance by Bloomington of one or more
series of Variable Rate Demand Senior Housing Revenue Refunding Bonds (Presbyterian Homes
Projects), Series 2008 (the "Bonds"), in an aggregate principal amount not to exceed $37,105,000, to
refinance the Projects.
1.02 The Bonds are to be issued pursuant to authority granted by the Act. The Bonds will
constitute a revenue obligation secured solely by the Projects, revenues derived from the operation of the
Projects, and other security provided by the Borrowers. The Bonds will not constitute a general or moral
obligation of Bloomington or the City, or be secured by any taxing power of Bloomington or the City.
2
1.03. The City has determined that it is desirable, feasible, and consistent with the objectives
and purposes of the Act, and it is in the best interests of the City, to approve the issuance of the Bonds by
Bloomington to finance in part the redemption of the Series 2002 Bonds, which refinanced the Monticello
Project and pay of the costs of issuing the Bonds.
Section 2. Cooperation Agreement. A Cooperation Agreement, to be dated on or after
July 1, 2008, between Bloomington, the City, Oakdale, Shoreview and Woodbury (the "Cooperation
Agreement") is hereby approved, in substantially the form on file with the City. The Mayor and City
Administrator of the City are authorized and directed to execute and deliver the Cooperation Agreement,
with such necessary and appropriate variations, omissions, and insertions as do not materially change the
substance thereof, or as the Mayor and City Administrator, in their discretion, shall determine, and the
execution thereof by the Mayor and City Administrator shall be conclusive evidence of such
determination.
Section 3. Documents Furnished to Bond Counsel. The Mayor, City Administrator, and other
officers of the City are authorized and directed to furnish to Kennedy & Graven, Chartered, as bond
counsel ("Bond Counsel"), certified copies of all proceedings and records of the City relating to such
affidavits, certificates, and other documents as may be required by Bond Counsel to show the facts
relating to the legality of the Cooperation Agreement and related documents, as such facts appear from
the books and records in the custody and control of such officers or as otherwise known to them; and all
such certified copies, certificates, affidavits, and other documents, including any heretofore furnished,
shall constitute representations of the City as to the truth of all statements contained therein.
Section 4. Costs. The Borrowers will, upon demand, reimburse the City for costs paid or
incurred by the City in connection with this resolution.
3
Section 5. Effective Date. This Resolution shall be in full force and effect from and after its
passage this 23rd day of June, 2008.
Attest:
City Administrator
BL130-126 (JAE)
332149v.2
Its Mayor
0
City Council Agenda — 6/23/08
8. Public Hearing: Consideration of a reauest for avveal of denial of variance to the
parking reguirements in the CCD. Central, Communitv District. Applicant: Masters
Fifth Avenue. (NAC)
The Planning Commission heard this request at it June 3 d meeting. On a 3-2 vote, the
Commission denied the variance. The applicant has appealed that decision to the City Council,
in accordance with the process outlined in the Zoning Ordinance.
On appeal, the City Council is asked to consider the merits of the variance request under the
Zoning Ordinance requirements for hardship and reasonable use. The standards for variance
consideration are taken from state law, and essentially require the City is able to make a
finding that the variance is necessary to overcome a hardship in putting the property to a
reasonable use. This test does not require that the applicant need only make minimum use of
his property, but that the requested use is a reasonable one.
Fn this case, the applicant's request is to be relieved of the requirements to pay into the City's
t1owntown public parking fund for the excess parking demand his use creates beyond the
requirement. It is important to note that the parking requirement has already been reduced tg
% of the code standard by virtue of its location in the CCD. Thus, the deficiency is for 8
c -paces, rather than the 14 that the code would require in other business districts outside the
CCD area.
We would further note that the requested use (restaurant space) is a permitted use — the only
issue is how to address the parking demand that will be created by the new use. The "library
parking lot" would be an available public parking area for users of this facility. The purpose of
the parking fund is to create a partial revenue source for the provision of public parking for
private business in the CCD. In some areas, that may be future parking — in this case it is more
of a "reimbursement" for existing parking.
Barry Fluth and Masters Fifth Avenue is seeking a variance from the City's parking standards related
to a proposal to add to the Pizza Man facility of a delivery -only business to a pizza buffet sit down
facility along with the delivery function. The expansion area occupies 1,200 square feet, with a
seating capacity of 43.
When the facility was originally planned, the building occupied the site with a slight deficit in
parking. The applicant subsequently paid for the installation of on -street angled parking to
supplement the off-street parking lot. The parking capacity was calculated with the majority of the
building (including the proposed restaurant expansion area) as retail space. In addition, the applicant
took advantage of the -ability in the CCD District to reduce required parking to 60% of the ordinance
stated requirement when parking is made available to the public and other overflow options exist.
Retail space is calculated at one parking space per 200 square feet — a parking requirement for the
existing retail space of 6 parking stalls. Because all floor space is discounted by 10% to account for
unproductive areas, the net parking requirement for the retail area would have been 5 spaces.
City Council Agenda — 6/23/08
For restaurant space, the parking area is one parking space per 40 square feet of dining area, plus one
parking space per 80 square feet of kitchen/service area. The applicant calculates his new restaurant
floor area as 485 square feet of dining space, and 715 square feet of restaurant space. This nets out to
about 440 square feet of dining and 640 square feet of kitchen after the 10% reduction. Applying the
formula, the parking requirement for the pizza restaurant addition would be 11 spaces for the dining
area, and 8 spaces for the kitchen/service area, a total of 19.
This represents a net increase of 14 spaces over the retail requirement. The applicant suggests that
there is adequate parking in the area to accommodate the increase in parking demand. The bulk of
this parking would be on -street, limited to street frontage to the south, since parking along 7`h Street
would not be encouraged.
The CCD District permits the development of commercial space to a point "over capacity" as would
otherwise be required in a number of ways. One way (alluded to above) permits a reduction in the
ordinance requirement to 60% of the standard. This would reduce the 14 space deficit to 8 actual
required spaces. When these cannot be provided on-site, or by lease from an appropriate, adjacent
off-site location, the applicant is permitted (on approval of the City) to pay into a municipal parking
fund which the City uses to construct and maintain public parking throughout the downtown area.
Examples of such public parking would be parallel parking within the existing street, or municipal
parking lots such as the parking area on the west side of the library property. The rationale behind
the ordinance is that without this allowance, properties in the CCD would not be able to be built or
used to a density expected in a downtown area, while at the same time, the allowance for "over-
building" a site comes at a cost towards which an applicant should be expected to contribute.
The applicant's variance in this case would shift the burden of the provision of public parking space
used by his tenants to the public generally. Moreover, to find in favor of a variance, an applicant
must show that there is a unique physical condition that interferes with putting the property to a
reasonable use under the regulations. As with all variances, the hardship may not be economic in
nature. In this case, the applicant operates a commercial building that already is permitted to be
larger than would otherwise be allowed, given the standard parking requirements. Staff does not see
a hardship, other than the economic "burden" of providing funds to construct public parking that
would be used by the applicant's tenants.
IN M I WE IN i
Decision 1: Variance to parking regulations requiring 8 parking spaces, or payment of a fee -in -lieu
of such parking, for the Pizza Man restaurant expansion.
1. Motion to approve the requested variance to the parking regulations in the CCD zoning
district, by allowing a restaurant expansion without the required parking construction or
fee -in -lieu.
2. Motion to deny the requested variance to the parking regulations in the CCD zoning district
based on a finding that there is no condition of the property that creates a hardship in putting
the property to a reasonable commercial use according to the regulations.
City Council Agenda — 6/23/08
ffl•�# ffl@ I lj} , ,�
Staff recommends that the variance not be approved. As noted, the site has been permitted to develop
to (or beyond) its typical maximum capacity under the parking allowances of the CCD District. Even
with this condition, the applicant may expand the restaurant as proposed by providing the prescribed
fee for the provision of public parking. No hardship is seen that would support the request to waive
these requirements.
A. Site Plan
B. Applicant's Letter
tg <e0�s
,01 -XL = .4-16 a slwls 9
D-
+ j
Variance Request
MEIM
To: City of Monticello
From: Master's Fifth Avenue, Inc., owner of property at 617-619 Locust Street, Monticello, MN.
History:
Pst. 4kWrNA Q'j
, •
work well as it was designed. A space has opened up next to an existing pizza delivery business. The
pizza company would like to • the space to a pizza buffet facility.
Request:
Allow this use with no additional parking requirements. There is adequate parking on site and in
♦ oY site snvcps- T,4PV?,rff•
its irregular shape. The CUB Foods property is available for cross easement possibility but there is an
elevation difference that could cause hardship in getting to the center. The site will be workable with
this variance be granted with no additional conditions.
Thank you.
Master's Fifth Avenue, Inc,
Council Agenda: 6/23/08
9. Consideration of Accepting 2007 Audit Report. (TK)
The City is required to have an annual audit of its financial statements. Last year the City
completed a RFP for audit services and from that the City has hired the audit firm of Malloy,
Montague, Kamowski, Radosevich & Co., P.A. (MMKR) to conduct the audit, which they
have completed. MMKR cost to complete the audit for 2007 was $34,750 which is less than
the $43,200 the City paid for the 2006 audit from the previous firm.
Jim Eichten, Principal of MMKR will present a summary of their findings and summarize the
highlights of the City's 2007 Comprehensive Annual Financial Report.
Al. Budget Impact: The City budgeted $36,250 for the audit. The 2007 audit will cost
the City $34,750.00.
A2. StaffWorkload Impact: To complete the audit the finance staff has worked many
hours providing information and constructing various worksheets and audit schedule
for MMKR and this is the culmination of MMKR and staff's work.
1. Accept the 2007 Audit Report.
2. Do not accept the 2007 Audit Report.
The City staff supports, Alternative 1.
The 2007 Comprehensive Annual Financial Report and Management Letter will be handed
out at the meeting.
City Council Agenda — 06/23/08
10. Consideration of SAC calculations for Buffalo Wild Wines Restaurant — Mike Krutzi2 (AS)
At the last meeting of the City Council, the developer of the Buffalo Wild Wings projects asked the City
Council to reconsider their motion requiring that the developer pay SAC units for the project at a rate of I
per 8 seats. The Council requested that staff complete additional research and provide information to the
City Council on the method of SAC calculation and how it applies to the proposed restaurant use.
In relationship to that research, staff presents the following information for clarification:
1. Code Language
Sewer access charge code language from Chapter 2 of Title 7 of City Code, which was referenced at
the last Council meeting by the developer, is not current. That ordinance was last updated in 1997.
For actual calculations, Monticello uses Met Council standards, which are adopted by fee schedule
each year. The fee schedule is the applicable ordinance used for the purposes of calculating SAC
fees. These standards were updated in January of 2008. The language in Title 7 will need to be
amended as it is inconsistent with the SAC development fees adopted by ordinance.
2. SAC Calculation Method
The developer provided information to the City Council on average and maximum daily water usage.
That information relates to water flow coming into the building and is not directly applicable to the
method of calculating SAC. SAC fees are calculated using "maximum daily wastewater flow". In
short, SAC units are based off the maximum amount of wastewater flow during peak time for the
facility.
The SAC standards/ratios set by the Met Council were determined based on engineering research
and analysis. The Metropolitan Council's calculations for SAC units are based from a core
calculation that one SAC unit is equal to 274 gallons of maximum daily wastewater flow. This
calculation has not been updated in recent years.
Under the Met Council system, the two most commonly applied designations to Buffalo Wild Wings
are "Restaurant" designations. The first is "full-service" at a rate of 1 SAC unit per 8 seats, the
second is "fast-food", at a rate of I SAC unit per 22 seats. For a store the size of the Monticello
Buffalo Wild Wings, the SAC calculations are equivalent to 13 SAC units under the fast-food
designation, and 31 units under the full-service restaurant scenario.
In discussion with a Met Council SAC representative, it was indicated that most recently, Buffalo
Wild Wings restaurants have been charged at the I per 8 rate, based on the fact that they have an
automatic dishwashing system. Met Council's engineering information indicated that this type of
equipment creates maximum daily wastewater flow equivalent to a full-service restaurant. However,
it should be noted that technology has changed greatly over the last ten years, and Met Council's
engineering calculations for these types of facilities may not reflect changes made to improve
efficiency in dishwashing and other plumbing fixtures, which impact wastewater flow.
City Council Agenda — 06/23/08
Additionally, the previous report referred to the I per 8 calculations as applicable to a "sit-down
restaurant". That terminology was incorrect. The correct term is "full-service". The criteria for full-
service and fast-food restaurants is included for reference. As noted in the previous report, Buffalo
Wild Wings uses baskets for food delivery service, but does utilize glass bar service and actual
silverware.
Staff has researched the Met Council standards and believes there is a third, perhaps more applicable
designation option. Under "Golf Courses", there is a "bar" and "grill" designation. The bar is
charged at a rate of 1 SAC unit per 23 seats and is used for rail service facilities only. (There is a
similar standard for "cocktail lounges" with no food service at 1 unit per 23 seats.) Where food is
served in bar areas, the "grill" standard is applied. For a store the size of the Monticello's Buffalo
Wild Wings, the SAC calculations under this "grill" designation would be equivalent to 17 SAC
units.
071==
Monticello follows the Met Council system, but is not within Met Council service area, and is
therefore able to discern its own designation for SAC units.
As a result of this research, staff believes there are a number of options for the Council to consider in
relationship to SAC fees.
1. Find the restaurant consistent with a full-service restaurant designation. Met Council's current
practice indicates this type of facility to be the commonly used designation. This results in a SAC
fee based on I unit per 8 seats, or 31 SAC units.
2. Find the restaurant consistent with a fast-food restaurant designation. It is possible that the overall
use of paper versus glass serving ware creates less maximum daily wastewater flow than a more
typical full-service restaurant. Additionally, technology improvements in terms of
dishwashing/plumbing may also decrease the impact on wastewater systems and flow. This finding
results in a SAC fee based on 1 unit per 22 seats, or 13 SAC units.
3. Find the restaurant to be consistent with a "grill" facility. This designation accounts for the
restaurant as a hybrid of the two uses, This results in a SAC fee based on 1 unit per 15 seats, or 17
SAC units.
4. Monitor the restaurant's maximum daily wastewater flow for a period of one year to determine the
appropriate designation. This would require the installation of a meter (price for a meter is a
minimum of $10,000, not including installation) on the outgoing water system and the
implementation of an inspection schedule for the meter readings. The applicant would be required to
pay at the lower rate (I per 22) and sign an affidavit requiring the reconsideration of this rate after a
period of one year. The Council would need to deten-nine who would pay for the meter and the
added inspection costs.
The City Council is asked to consider which SAC designation is the most consistent with the potential
wastewater flow generated by this restaurant.
City Council Agenda — 06/23/08
The "full-service" and "fast-food" restaurant designations do not seem to fit this restaurant due to the limited
use of washable serviceware. Although option four allows for the most flexibility in applying SAC, it does
create an additional cost for the purchase and installation of the meter, and requires that the City monitor the
meter. This is done manually and would create additional cost to the City.
After further research on the SAC system, option 3 does present an alternative which categorizes Buffalo
Wild Wings as a "grill". This designation seems to be most consistent with the type of facility and is most
likely consistent with the engineering research on wastewater flow.
D. SUPPORTING DATA
Exhibit A: Metropolitan Council Standards for SAC Calculation
The Metropolitan Environmental Services Service Availability Charge CSAC') is a charge to local
governments for the reserve capacity costs of the system. SAC has been levied since 1973 by MCES,
and its predecessor agencies, for new demand or increased volume use to the Metropolitan Disposal
System WS). The regional SAC rate is periodically set by Council action.
SAC is assessed based upon the maximum potential daily wastewater Row, which is in tam based
upon the usage of individual properties.. Single family houses, townhouses, condos, duplex units and
most apartments each equal one SAC per Dwelling Unit. One SAC unit is defined as 274 gallons of
daily wastewater flow capacity. Commercial Properties are assessed SAC units based on maximum
potential daily wastewater flow proportionate to the residential capacity (ie., 274 gallons per day).
Industrial Properties are assessed SAC units based on maximum normal daily wastewater flow
volume separately for process areas and maximum potential daily wastewater flow volume for
commercial areas.
k%WNMTTTIkTZ-TITTMWT_,�,- Molog
While SAC has been levied by MCES since 1973, it was not part of the original rate structure.
MCES, then called the "Metropolitan Sewer Board," was created in 1969 by Minnesota Statutes
§473 with mandates to provide set vice for the rapidly growing population in the Twin Cities
metropolitan area and to clean up the area's rivers and takes. At the time the law was passed, local
communities in the area, struggling to keep up with rapid growth, were operating about 40 treatment
plants. Many treatment plants served limited local areas, and they often caused serious water quality
problems in the lakes and rivers which received their effluent
Heavy capital costs were inevitable as the Sewer Board needed to expand and improve treatment and
collection capacity for the area, to serve a population that grow 20 percent in the 1950s and 23
percent in the 1960s.
The question facing the agency in the early days was how to pay for the share of capital projects
reserved for future users. Then, as now, the "reserved" share represents excess capacity built into the
current capital projects, so that treatment plants and interceptors provide capacity not only for today's
population but for the population growth expected over the next 20 to 50 years. This reserved
capacity does mot include capacity for the amount of allowed inflow and infiltration (III). Excess 1/1
does take up reserve capacity that should be available for growth.
The practice of building in reserve capacity is based upon experience and economy. With prudent
maintenance, interceptors more than a century old continue to provide service. The physical sites of
sewer pipes and treatment plants seldom change; so that major Land acquisition occurs only once per
site. Further economies of scale in construction make it more cost effective to provide some reserve
capacity in these facilities at the time the facility is first built rather than to make small, frequent
expansions in capacity.
In 1971 and 1972, its first two years of operation, the then -Metropolitan Sewer Board allocated the
cost of reserve capacity to individual communities based on each community's projected demand.
However, many communities, particularly those in the early stages of development found it difficult,
if not impossible, to pay lump -sum charges for reserve capacity. These young communities often had
neither the population nor the tax base to finance the cost of capacity they would need in years to
come. It quickly became apparent that an alternative method of paying for reserve capacity had to be
developed. Following intensive study and discussion with customer communities, MCES developed
the Service Availability Charge system of paying for reserved capacity. The SAC system was
instituted in 1973.
Animal Clinic (humans societies, animal research, boarding, etc.)
Animal holding area
*17 fixture units
Archery (6 feet/lane); for remainder use other criteria
6 lanes
Arena (bleachers 18 inches/pemon)
110 seats
Auditorium (7 square feet/person)
110 seats
Automobile Service
Fast service (less than 4 hours/car)
2 service bays
Major service (more than 4 hours/car)
14 service bays
Car dealership (charges for office, retail, etc, are separate at
2 service bays
established rates)
Fast service (number of service bays x 30%)
2 service! bays
Major service (Number of service bays x 70%)
14 service bays
Ballroom (exclude dance floor)
Facility without liquor service
825 square feet
Facility with liquor service
690 square feet
Bank (exclude bank vault)
2,400 square feet
Banquet Room (16 square feet/person)
Food catered
2,060 square feet
Food catered with dishwashing
1,180 square feet
Food catered with liquor
1,028 square feet
Food catered with dishwashing and liquor
750 square feet
Food preparation and dishwashing
825 square feet
Food preparation with dishwashing and liquor
590 square feet
Barber
4 cutting stations
Batting Cage (10 feet/lone-pitching; IS feet/lane-batting); for remainder
6 lanes
use other criteria
Beauty Salon
Hair Cutting
4 cutting stations
Manicure
9 stations
Pedicure/Facial
7 stations
Bingo Hall (used only for bingo)
1,660 square feet
Boarding House (dorm rooms; with food service)
6 beds
Body Shop (major service — more than 4 hours/car; vehicle washing
14 service bays
additional)
Bowling Alley (for remainder use other criteria)
3 alleys
*See page 26 formore details on fixture unit criteria.
K11
11
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Camp (number of gallons x occupant or site)
Children's camps (central toilet and bath; overnight, primitive cabins;
number of occupants x 60 gallonsloccupant)
Day camps (no meals served; number of occupants x 10
gallons/occupant)
Laboriconstruction camps (number of occupants x 60
gallons/occupant
Resorts (housekeeping cabins; number of occupants x 60
gallons/occupant)
Travel trailer parks
With water and sewer hookup (number sites x 100 gallons/site)
With central toilet and showers (number of sites x 75 gallons/site)
Sanitary dump (sites without hookup; number of sites x 10
gallons/site)
Catering
Church (for sanctuary, nave, chancel; 7 square feet/person seating area;
sacristy and ambulatory at no charge); for remainder use other criteria
Ablution Room (# of people in sanctuary x 1.6 gallonsiperson)
Clinic (see Hospital)
Cocktail Lounge (no food service)
Coffee Shop (no food service)
Correction Facility (prison)
Court Room
Daycare
Number of people for which facility is licensed
Child/adult play area (not licensed)
Health Club, Bowling Alley, etc.
Dry Cleaner (retail)
Elder Housing (see formula below to determine the number of residents)
No washerldryer in each unit
Washerldryer in each unit
Calculate the number of residents as follows:
Number of efficiency units x 1.0 residentslunit
• Number of one -bedroom units x 1.5 residents/unit)
• Number of two-bedroom units x 2.0 residentsfunit)
• Number of three-bedroom units x 3.0 res id ' ents/unit)-
Total number of residents for SAC calculation
Exercise Area/Gym {juice bars at no charge); for remainder use other
criteria
No showers
RE
Appendix A, Continued
274 gallons 1
274 gallons 1
E74 gallons -4
r,74 gallons 1
Contact MCES for Determination,
Contact MCES for Determination
Contact MCES for Determination
275 seats I
FIMFM?M�
23 seats
23 seats
3 inmates
1,650 square feet
5 beds
14 people 1
490 square feet 1
2,400 square feet 1
3,000 square feet 1
3 residents I
2,060 square feet 1
Exhibit Hall (gross square feet x 45% usable space @ 7 square
64 people
feet/parson)
I bed
Fire Station (charges for office, meeting rooms, etc. are calculated
16,000 square feet
separately); for remainder use other criteria
5,000 square feet
Hose Tower
i tower
Vehicle Washing
I vehicle
Full time, overnight people (76 gallons/person)
274 gallons
Volunteer (occasional overnight stays)
14 volunteers
Funeral Home (charge for the viewing areas only: i.e., chapel), for
770 square feet
remainder use other criteria
100% of current SAC rate
Apartment
I apartment
Came Room (billiards, video and pinball games)
60% of current SAC rate
With bar
590 square feet
Without bar
2,060 square feet
Golf Course (if facility has showers use Locker Room criteria)
18 hole
9 hole (par 3)
Miniature
Country club (private)
Dining room (used only on evenings and weekends) 15 seats
Bar and grill (with bar and grill separate)
Bar only 23 seats
Grill 15 seats
Golf Dome or Driving Range (for remainder use other criteria)
6 driving stations
Greenhouse
I bed
Area not open to the public
16,000 square feet
Area open to the public
5,000 square feet
General retail area
3,000 square feet
Group Home
274 gallons
Secondary treatment (residents leave during the day)
6 beds
Primary treatment (residents stay all day)
3 beds
Guest Room (in an apartment or condominium complex)
Washer/dryer
100% of current SAC rate
No washer/dryer
801/6 of current SAC rate
No kitchen
60% of current SAC rate
Handball and Racquetball Court
1 court
Hospital (licensed beds or baby cribs)
I bed
Outpatient clinic
*17 fixture units
Sterilizer (4 hours x gallons per minute x 60 minutes)
274 gallons
X-ray film processor (4 hours x gallons per minute x 60 minutes)
274 gallons
Dental clinic vacuum device (4 hours x gallons per minute x 60
274 gallons
minutes)
Whirlpool, therapy (number of gallons to fill x 8 fills/day)
274 gallons
22
ii
3
2
3
2
I
Ice Arena
Shower (see Looker Room)
Team Room (plumbing fixture units)
*17 fixture units
Bleachers
110 seats
Ice resurfacer (if discharge goes to the sanitary sower)
I resurfacer
Laundromat (required water volume for cycle time x.8 cycles/day)
274 gallons
Library (subtract book storage areas, file areas; charge for common
*17 fixture units
plumbing fixture units in public areas)
Reception, book checkout office
2,400.square feet
Meeting room, board room
1,650 square feet
Loading Dock
7,000 square feet
Locker Room (if showers — 20 gallonallocker)
14 lockers
Massage Room (without showers)
6 stations
With showers add I SAC/shower
Meals to Go (prepared bulk meals)
# meals prepared in one day x 1.6 gallons/meal (no dishwashing)
274 gallons
Meeting Room (conference room)
1,650 square feet
Mini -storage (storage area — no charge)
Apartment
1 apartment
Public Area
*17 fixture units
Mobile Home
Motel and Motel (assume 2 people/room; no charge for pools, saunas,
2 rooms
whirlpools, game rooms, or exercise rooms used exclusively by guests)
Breakfast only (complimentary)
45 seats
Cocktail hour (complimentary)
55 seats
Kitchenette (number of kitchenettes x 10 gallons/day)
274 gallons
Museum
2,400 square feet
Nall Salon (See Beauty Salon)
Nursing Home
3 beds
Office
General office (deduct mechanical rooms, elevator shafts, stairwells,
2,400 square feet
restroom and storage areas)
Dental and Doctoes office, see Hospital, Oulpaffent Clinic
Parking Garage (minimum I SAC)
*17 fixture units
Park Shelter
*17 fixture units
Park Public Building (see specific criteria for each use)
Police Station (charge as Office)
Calls (overnight —jail)
3 inmates
Cells (holding area with no overnight stays)
14 inmates
Recording/Film Studio
7,000 square feet
*See page 26 for more details on fixture unk criteria.
23
I
E
I
Appendix A, Continued
Restaurant
Drive-in
9 parking spaces
Take-out (no seating)
3,000 square feet
Fast food (with disposable plates, drink cups, and table utensils)
22 seats
Fixed Seating
22 seats
Moveable Seating (square feet of dining area x 80% usable space
22 seats
@ 16 square feettseat)
Full service (with washable plates, drink cups, and table utensils)
8 seats
Fixed Seating
8 seats
Moveable Seating (square feet of dining area x 80% usable Space
8 seats
@ 16 square feetfseat)
Outdoor seating charged at same criteria as inside seating
Retail Store (deduct mechanical rooms, elevator shafts, stairwells,
3,000 square feet
escalators, restrooms and unfinished storage areas)
Roller Rink (skating area only)
825 square feet
Rooming House (no food service)
7 beds
RV Dwnping Station (not in association with camp grounds)
School (teacher offices are included in the per student criteria; admin
areas use separate criteria)
Elementary school
Secondary School
Lab
Gym (if permanent bleachers)
Collegettechnical/vocational
Lecture hall
Lab
Dorm rooms (on and off campus)
Music School (number of practice rooms x 2 people/room)
Nursery school (see Daycare)
House of worship nursery (used during worship service only; not daily
parochial school)
Service Station
Gas pumping
Convenience center
Service bays
Carwash
Shooting Range (rifle and handgun ranges, 6 feetilane); for remainder
use other criteria
Swimming Pool (nein-residential, swimming pool area only)
*no charge for private residential, townhouse, apartments,
condominiums, hotels, or motels used exclusively by residents of
complex
Tanning Room (no showers)
With showers add I SAC/shower
24
540 square feet
420 square feet
700 square feet
110 seats
640 square feet
270 square feet
900 square feet
5 beds
18 students
1650 square feet
il
i
3,000 square feet
2 bays
Contact MCES for Determination
6 lanes
1 shower I
900 square feet I
3,000 square feet 1
Tennis Court (non-residential, showers available) I court
No showers available 6 courts
25
64 seats
Theater
Drive-in (parking spaces)
56 spaces
Vehicle Garage
14 employees
Employees stationed in garage
28 drivers
Vehicle drivers (per day)
Vehicle washing (number of vehicles per day x gallons per minute x
274 gallons
minutes/vehicle)
Warehouse
7,000 square feet
Assembly area
OfficeAvarehouse {speculative)
2,400 square feet
Minimum 30% office
7,000 square feet
MgD(jmum'70% warehouse
25
PF -1
In
Council Agenda: 6/23/08
When the City Council received the yearly Wright County Sheriff's report, there was a
discussion on the number of false alarm calls the sheriff's department is responding to. These
are responses to security alarm systems calling out the sheriff s department as a result of a
defective or malfunctioning alarm system. These are not calls to 911 operators from
individuals. In March of 2008 the sheriff s department responded to 33 false alarms.
The City currently bills for fire department responses to false alarms. The fire false alarm
charges are as follows:
I st Alarm Free
2nd Alarm $250.00
P Alan -n and above $350.00/each
This ordinance would provide equal treatment of all false alarm calls. The reason to charge
for false alarms is to encourage the repair of defective or malfunctioning alarm system so
emergency personnel are not repeatedly tie up needlessly at the same location time after time.
The charge would be for all alarm systems in residents or businesses.
The City currently bills for the fire false alarms under a City Policy. However, Minnesota
Statutes state "A city may exercise the power under sections 366.011 and 366.012 relating to
charges for emergency service only if the city adopts an ordinance authorizing the manner and
amount of charging for those services". This is the reason for this ordinance.
The Fire Department also has a policy to charge for automobile accident responses, so we are
also adding an ordinance related to those fees.
Al. Budget Impact: This would be a new revenue source for the City, which would help
offset the City's police costs. I would estimate that the City would receive less than
$ 10,000 from this new charge and over time would decrease as alarm systems are
maintained and/or repaired, thus reducing the number of false alarms.
A2. Staff Workload Impact: The finance department would need to track these
alarms and send notices and/or bill for the false alarm call, much as the department
now does for the fire false alarms. This should require minimal time for the
department.
1. Adopt the Emergency Alarm System and Emergency Response — Car Accident Fees
Ordinances.
2. Do not adopt the Emergency Alarm System and Emergency Response — Car Accident
Fees Ordinances.
Council Agenda: 6/23/08
C. STAFF RECOMMENDATION:
The City staff supports, Alternative 1.
D. SUPPORTING DATA:
Emergency Alarm System Ordinance.
Emergency Response — Car Accident Fees Ordinance.
MM �
5-5-1
Definition
5-5-2
Charges
5-5-3
Unpaid Charges
5-5-4
Enforcement
Any alarm call to an home or business that, in the opinion of the Monticello Fire
Chief or his authorized representative having jurisdiction over the area or the
County Sheriff, was the result of a defective or malfunctioning alarm system will
receive a written notice outlining this ordinance, indicating additional false alarm
calls within the calendar year will subject the property owner to a charge.
5-5-2 Charges
A second false alarm call within the calendar year (January -December) will
subject the property owner to a charge as adopted in the city fee schedule by City
Council. A third (3) or more false alarm calls within a calendar year will result in
the property owner being charged fees as adopted in the city fee schedule by the
City Council for each additional false alarm.
RSIIUM�I= �
Any charges not paid within thirty (30) days of the date of billing shall be assessed
a 1% late fee. Any charges over thirty days (30) and unpaid by October 31 of each
year will be subject to a fifty dollar ($50.00) administrative fee and certified to the
county auditor for placement as a lien on the property owner's real estate taxes the
following year.
The Monticello Fire Chief, or his authorized representative, the County Sheriff or
the City may use discretion in enforcing this ordinance, taking into account any
unique circumstances that may exist in a particular case and/or history of false
alarms coming from a particular property, business or residence.
SECTION
5-6-1
Definition
5-6-2
Fees
5-6-3
Unpaid Fees
5-6-4
Enforcement
Q rim —Iff -1-7 -Tff 07 a M41
Any response to a traffic accident of the Monticello Fire Department within the
City of Monticello city limits.
5-6-2 Fees
Fees for emergency response – car accident fees shall be the fee schedule adopted
by City Council.
Any fees not paid within thirty (30) days of the date of billing shall be assessed a
I % late fee.
The Monticello Fire Chief, or his authorized representative, or the City may use
discretion in enforcing this ordinance, taking into account any unique
circumstances that may exist in a particular case.
Council Agenda: 6123108
12. Consideration of approvin2 vlans to close River Street at TH 25, Citv
Proiect No. 2008-14C. (13W)
A. REFERENCE AND BACKGROUND:
At the special City Council meeting on June 9, 2008 the Council directed staff to
develop plans to close River Street at TH 25 as a pilot project, including revising
the signing and striping on CSAH 75 to change the westbound right lane from a
thru-right into a right -turn lane to reduce vehicle queuing on WB CSAH 75.
Staff discussed Council's request with Wright County Highway Department
(WCHD) officials who responded by saying that the right lane of VVI3 CSAH 75
used to be a right -turn lane until the mid -1990's, at which time it was converted
into a thru-right lane to prevent creating traffic violations. This is because there
is an opposing thru-lane on the west side of TH 25 and people were constantly
using the right lane as a thru-lane no matter how it was striped and signed. And
since it is not feasible to reconfigure the opposing thru-lane due to the need for
trucks traveling S13 on TH 25 to turn right at the intersection, this request would
not be supported by the WCHD. The City's consulting traffic engineer noted
that revising the lane designation for the right -lane would also make it hard to
study the true effects of closing River Street at TH 25. As such the attached
plans do not reflect any changes to the lane designation for the right lane on W13
CSAH 75.
Traffic counts from the fall of 2007 show East River Street having an average
daily traffic (ADT) volume of 902 vehicles, while West River Street has an
ADT of 968 vehicles. Closing River Street will therefore cause these vehicles to
use CSAH 75, or some other local street south of CSAH 75, in order to access
TH 25. According to traffic models this will result in additional congestion and
delays for both EB and W13 CSAH 75, particularly for vehicles turning onto NB
TH 25 from EB and WB CSAH 75.
Advance warning signs indicating the change in traffic control will be placed in
advance of the pilot study area as shown on the attached plans. The anticipated
start date for construction is July 14th so as not to cause confusion during
RiverFest. This date will be included on all advance warning signs.
The operation of traffic on TH 25 should not be adversely impacted by the pilot
study. It is anticipated that it will only take a few days for drivers to adjust to
the closure so staff recommends limiting the pilot study to a period not to exceed
60 days. This should allow sufficient time to study the effects of the closure.
Council Agenda: 6123108
A.1 Budget Impact: The estimated cost to close River Street as shown in the
attached plan is $11,600.
A.2 Staff Workload: There will be minimal impact to staff workload, other than
what is required to monitor traffic operations during the pilot study, to maintain
the traffic control devices, and to respond to people's concerns and/or questions.
1. Motion to approve plans and authorize quotes for River Street closure at
TH 25.
2. Motion of other.
ffl�N 0 K I 9"MMY—a-raT V
City staff recommends approving Alternative Action No. 1. This includes
leaving the lane designations for the right lane of WB CSAR 75 as is.
Plans for closing River Street.
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INFRASTRUCTURE , ENGINEEIRING � PLANNING , CONSTRUCTION SHEETS
Council Agenda: 6123108
13. Consideration of Award of Bid for Fiber Outies Head -End Buildin2 Site, Grading
and Utilitv Improvements, Citv Proiect No. 20,06-32C. (B.W.)
The proposed project includes site, grading, and utility improvements for the head -end
building site for the City's fiber optic network. The site is located south of the City's
new water tower within an approximate 150 -foot x 375 -foot area.
The proposed improvements will include grading the site to allow for construction of the
head -end building and garage, as well as the proposed outside storage area where the
antenna/satellite dishes will be located. Sanitary sewer and water services will be
extended to both the building and garage areas. Driveway and parking lot construction
will also be included with the project. Drainage from the site will be directed north to the
storm sewer within the water tower driveway and west to the adjacent existing pond.
A 6 -foot black vinyl coated chain link fence surrounding the site is also included with
two access gates, one to the outside storage area and one to access the parking and
building area. The original plan called for a standard galvanized chain link fence. There
was discussion at the Council meeting to include alternate types of fencing consistent
with other development applications. Staff reviewed this and revised the fence type to be
a black vinyl chain link fence. This type of fence is consistent with the type of use for the
site and meets ordinance requirements. The fence is to be used for security purposes and
the landscaping proposed meets the screening requirements.
Landscaping improvements are not included with the project and will be bid separately
by the Parks Department.
Bids for this project were received and opened on Tuesday, June 3, 2008 and are good for
a period of 45 -days. The City received thirteen bids, which were very competitive, with
Schluender Construction, Inc. submitting the low bid for this project at $133,874.00. The
Engineer's Estimate was $134,026.00. The Letter of Recommendation, Bid Tabulation
Summary and Bid Tabulation are included. Funds for this project are projected to be
drawn from existing reserves. Revenue from the system will be used to pay -back
reserves or when the full project goes forward and Revenue Bond funds are released from
escrow, these funds can be used to replenish reserves.
Construction is anticipated to commence on July 7, 2008. Site grading and utility work
are to be completed on or before August 15, 2008. Final completion will be dependent
on the head -end building construction schedule, but shall occur no later than December
12, 2008.
Council Agenda: 6123108
Motion to award project to Schluender Construction, Inc. in the amount of
$133,874.00.
2. Motion to not award the project at this time.
Staff recommends Alternative Action No. 1.
Letter of Recommendation
Bid Tabulation Summary
Bid Tabulation
A
WSB
AINANNINNOOk
& Issociale", Inc.
June 4, 2008
Infrastructure a Engineering ® Planning ® Construction
Honorable Mayor and City Council
City of Monticello
505 Walnut Street, Suite I
Monticello, MN 55362
Re: Head -End Building
Site, Grading, and Utility Improvements
City of Monticello Project No. 2006-32C
WSB Project No. 1627-92
Dear Mayor and Council Members:
701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763 541-4800
Fax: 763 541-1700
Bids were received for the above -referenced project on Tuesday, June 3, 2008, and were opened
and read aloud. Thirteen bids were received. The bids were checked for mathematical accuracy
and tabulated. Please find enclosed the bid tabulation indicating the low bidder as Schluender
Construction, Inc., Monticello, Minnesota, in the amount of $133,874.00. The Engineer's
Estimate was $134,026.00.
We recommend that the City Council consider these bids and award a contract to Schluender
Construction, Inc., based on the results of the bids received.
Sincerely,
Shibani K. Bisson, PE
Project Manager
Enclosures
cc: Robert Schluender, Schluender Construction, Inc.
srb
K. 101627-92t4dmdn1C.-s ,t,.nAd,.,.iLTR PEC,1510Y*,\'-h-060408-.,ig-d.doe
PROJECT:
Head -End Building
Site, Grading, and Utility Improvements
City of Monticello Project No. 2006-32C
LOCATION:
City of Monticello, MN
WSB PROJECT NO.:
1627-92
Engineer's Opinion of Cost $134,026.00
I hereby certify that this is a true and correct tabulation of the bids as received on June 3, 2008.
Shibani K. Bisson, PE, Project Manager
Denotes corrected figure
K.101627-9264dMInlConstniction AdminII627-92 Bid Tab Summary-signed.xIs
Contractor
Bid Security
Addendum No. 1
Grand Total Bid
(5%)
Received
1
Schluender Construction, Inc.
X
X
$133,874.00
2
Rum River Contracting Co.
X
X
$136,056:84 1 , , :
3
Kuechle Underground, Inc.
X
X
$138,265.20
4
Sundblad Construction, Inc.
X
X
$141,599:5§
5
Hardrives, Inc.
X
X
'�,,
$147"C0896
N
6
Dennis Fehn Gravel & Excavating, Inc.
X
X
7
Dave Perkins Contracting, Inc.
X
X
$152,165.00
8
Randy Kramer Excavating, Inc.
X
X
$156,107.30
9
Northdale Construction Co., Inc.
X
X
$160,136.12
10
R. L. Larson Excavating, Inc.
X
X
$165,037.00
11
Rahm Construction, Inc.
X
X
$16 7 , 63 1.30
12
S. R. Weidema, Inc.
X
X
$173,704.86
13
Kober Excavating, Inc.
X
X
$174,416.80
Engineer's Opinion of Cost $134,026.00
I hereby certify that this is a true and correct tabulation of the bids as received on June 3, 2008.
Shibani K. Bisson, PE, Project Manager
Denotes corrected figure
K.101627-9264dMInlConstniction AdminII627-92 Bid Tab Summary-signed.xIs
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Council Agenda: 6123108
14. Consideration of Award of Bid for Fiber Optics Head -End Buildin2. Citv Proiec)
No. 2006-32C.
The proposed project includes construction of the head -end building and garage footings
and foundation for the City's fiber optic network. The site is located south of the City's
new water tower.
The proposed improvements include construction of the head -end building and the
footings and foundation for the proposed garage.
Landscaping improvements are not included with this project and will be bid separately
by the Parks Department.
Bids for this project were received and opened on Monday, June 16, 2008 and are good
for a period of 45 -days. Bids included a base bid for the complete construction of the
head -end building, as well as an alternate bid for constructing the footings and foundation
for the proposed garage. The City received seven bids, which were very competitive,
with KC Companies, Inc. submitting the low base bid for this project at $555,000 and an
alternate bid of $14,500. The Engineer's Estimate for the base and alternate bids was
$571,177.15 and $23,457.89 respectively. The Architect's Letter of Recommendation
and Bid Tabulation Summary are included. Funds for this project are projected to be
drawn from existing reserves. Revenue from the system will be used to pay -back
reserves or when the full project goes forward and Revenue Bond funds are released from
escrow, these funds can be used to replenish reserves.
Construction is anticipated to commence in mid-August following completion of the site
grading and utility work. The precast wall panels will be ordered immediately after the
project is awarded and should arrive on site by October 15, 2008. Final completion of the
head -end building and garage foundation will occur by November 28, 2008.
1. Motion to award both the base and alternate bids to KC Companies, Inc. in the
amounts of $555,000 and $14,500 respectively.
2. Motion to award base bid to KC Companies, Inc. in the amount of $555,000.
3. Motion to not award project at this time.
Council Agenda: 6123108
Staff recommends Alternative Action No. 1.
Letter of Recommendation
Bid Tabulation Summary
Kadet'. Architectural Group, Ltd.
IS Groveland Terrace • Minneapolis, MN 55403 1 1 54
E -Mail arch@kode, corn Website www,kodet.com
Telepho �e 612.377.2737 Vacsimile 612,377.1331
June 19, 2008
Honorable Mayor and City Council
City of Monticello
505 Walnut Street, Suite I
Monticello, MN 55362
Re: head -End Building
Storage Garage Footings
City of Monticello Project No. 2006-32C.
Kodet Project No, '75808
Dear Mayor and Council Members:
Bids were received for the above -referenced project oil Monday. June 16,
2008, and were opened and read aloud. Seven bids were received. The bids were checked for mathematical
accuracy and tabulated. Please find enclosed the bid tabulation indicating the low bidder as KC' Companies,
Inc., Waite Park, Minnesota, in the amount of $555,000. Kodet Architectural Group's estimate was $580,565.
An add alternate was received for the Garage Foundation for the amount oi'$14,500, The estimate of Kodet
Architectural Group was $23,457.89.
All bidders indicated that they could not meet the schedule in the
specifications because of production time, due to pre -cast delivery. 1f their contract is approved at the fUre 23,
2008 meeting, KC Companies indicated they would provide pre -cast on or about October 15. 2008., with six to
eight weeks needed to complete the project. This qualification to the bid was suggested by Kodet Architectural
Group, after discussion with the pre -cast companies, All bidders indicated this qualification in their bid
submittals. This was discussed with Mr. Joel Jamnik, the City Attorney.
We recommend that the City Council consider these bids and award a
contract to KC Companies, Inc., based on the results of the bids received,
Enclosure
Faxed:
Mailed. Yes No
Sincerely,
KODET ARCHITECTURAL GROT TP, LTD.
0 1 1 OrL
Edward J. Kodet, Jr,, FA IA
Ek ge 08,019 Monticello
x4
+uxv 5e
Architectore - Interiors Pianmng
PROJECT -
Head -End Building
Site, Grading, and Utility Improvements
City of Monticello Project No. 2006-32C
LOCATION:
City of Monticello, MN
KODET PROJECT NO.:
75808
Bids Opened: Monday, June 16. 2008 at 2:00 p.m.
FiberNet Monticello
Bid Date: June 16, 2008; 2:00 P.M.
Kodet Project Number: 75808
Contractors
Base Bid
Add Alternate #1
Addenda 1, 2
Bid Bond
Garage Foundation
Received
KC Companies, Inc.
I $555,000
$14,500
x
Yes
Forza Construction
$566,400
$14,660
X
Iles
GenCon/Graus Construction
$567,400
$19,800x
Yes
Nelson Builders
$581,664 I
$ 9,613
x
Yes
Gopher State Contractors, Inc,
1 $583,264
$15,900
x
5%
Sbingobee Builders
j $599,000
514,000
x I
5-1,, 1
Hunerberg Construction
I $670,722
:512,975
x
Yes
Engineer's Opinion of Cost
$580,565
$23,458
x
Yes
I hereby his is a true and correct tabulation of the bids as received on June 16, ZOO&
111�
Edward J. Kodet, Jr., FAIA
Architecture - Interiors - Planning
Council Agenda: 6123108
15. Consideration of avvrovine Plans and Specifications and authorizinLy advertisement
for bids for Fiber Loop, City Proiect No. 2006-32C. (J.0.)
City Council is asked by the Fiber Optics Committee to consider moving forward on
important elements of the FiberNet Monticello project by constructing a vital subset of
the larger project. This subset has been labeled the "Fiber Loop" because in includes a
ring of fiber optic line connecting important commercial, industrial and civic facilities. It
also would take advantage of development of the head -end building as proposed under
the FiberNet plan. The service provided at this time would include high speed data only
and no TV or telephone.
The estimated cost to construct and operate this system (1.47 Million) is small relative to
the original project and it is projected that the revenue derived from the project will be
sufficient to fund capital and operation expenses.
Operation expenses for this type of service require minimal manpower with the budget
projecting one full time technician. The details of this proposal can be found in attached
report from Doug Dawson.
This subset of the larger project actually stands on its own merits and is actually akin to
"Fiber Loop" projects developed in other communities. It is my -understanding that the
City of Buffalo currently has a fiber loop that connects municipal and county facilities.
As noted in Dawson's report, the engineering information developed with the full project
can be readily modified to fit this scaled down project and thus the design and bidding
process can be expedited quite quickly. It is likely that the project can be bid, awarded
and completed during this construction season.
There are no legal implications that staff is aware of relating to this proposal as it is fully
separate from the legal challenge presented by TDS.
Following are reasons for considering this proposal:
• The cost of the system along with operating expenses can be funded through
revenue created by this project .
• At such time that the fall project is completed, Revenue Bond funds can be used
to pay the City back for funding the initial cost of this "Fiber Loop" phase.
• Completion of this phase (head -end building) will improve outlook for timely
completion of the full system and thus reduce added costs relating to delays
created by the current lawsuit.
• Industrial/Commercial users along the Fiber Loop will have access to fiber optic
speed thus contributing toward achievement of economic development goals.
• The route includes a pass by the Otter Creek Business Park thus providing another
important asset in marketing this property.
Council Agenda: 6123108
The route will connect the City Hall, Community Center and Public Works
facilities which will enhance communication/data speeds and reduce internet
access expense.
TDS has indicated an interest in development of a fiber optic system however, the
elements and terms associated with their system are not understood.
A.1 Budget Impact: Funds for this project are projected to be drawn from existing reserves.
Revenue from the system will be used to pay -back reserves or when the full project goes
forward and Revenue Bond funds are released from escrow, these funds can be used to
replenish reserves.
1. Motion to approve plans and specification for Fiber Loop and authorize
advertisement for bids with project costs estimated at 1.47 Million.
Motion based on benefits noted above. If this alternative is selected, bidding
documentation will be submitted to firms that bid on the original project.
2. Motion to deny or table requests as noted under alternative 1.
It is the view of Staff and the Fiber Optic Committee to move forward on
accomplishment of the City's goals of enhancing economic development and provide
choice through development of this Fiber Loop. The project is projected to be financially
self supporting and can be nicely integrated into the larger system both financially and
physically when it is constructed.
Report from Doug Dawson
Budget for Fiber Loop project
Budget Request for Building some Network in 2008
The following document proposes that the City proceed with building some network in
2008 even with the lawsuit.
The ultimate and completed network will consist of six types of equipment — fiber
backbone, fiber drops, customer electronics, system electronics, a headend building and
miscellaneous equipment. Each of these network components is described as follows. Fiber
backbone is fiber-optic cable (cable that transmits using light instead of electricity) that will be
constructed to go up every street in the City. This will place the network in front of every home
and business in the City. Fiber drops consist of a fiber that is built to each customer as the
customer subscribes to the network. A fiber drop is a fiber that connects from the fiber backbone
to the side of a customer's home or business. Customer electronics are those electronics that
enable the fiber system to communicate with each customer. The customer electronics consists of
a core set of electronics at the network hub referred to as the FTTP headend and an electronic
device placed on the side of each home or business called an Optical Network Terminal
("ONT"). ONTs are only installed as customers subscribe to service. System electronics is a
generic term used to describe the electronics needed to provide the triple play services to
customers. The triple play or products that the City plans to offer consists of cable television,
voice and high-speed Internet service. The systems electronics needed to provide cable television
service are referred to in the industry as the cable headend. This consists of a series of devices
that are used to receive, decode and retransmit cable TV signals received from the programmers
via satellite. The electronics needed to provide voice service are referred to as a voice switch.
There are various pieces of electronics needed to provide data services such as routers and
servers. A new building is needed to house all of the electronics. This building is referred to in
the telecom industry as the hub or the headend. building. The final category of miscellaneous
equipment consists of such things as vehicles, furniture, computers and those other similar assets
needed to operate a business.
It is necessary for all of the assets described to be purchased, constructed, tested and
ready for service for the business to be able to serve the first triple play customer. For example, if
the City were to build only the fiber backbone, no customers could be served without the
electronics. I have previously determined by looking at the schedule that the headend building
and the fiber backbone are critical path assets. By that, I mean that it is essential for the building
and the fiber backbone to be constructed on schedule in order for FiberNet Monticello to meet
the existing planned customer launch date. The building is a critical path asset because it must be
ready before any of the electronics can be purchased and installed. The fiber backbone is a
critical path asset since a contractor must be selected very soon or the City will miss the 2008
construction period.
The Council has already approved funds to begin the process of for construction of two
assets — the fiber backbone and the headend building. For the fiber backbone, the City has
already gone through a process of qualifying contractors as able to bid on the fiber construction.
The responses to this bid process were received on June S. However, if we are now proposing to
build only a small portion of the larger network, that RFP can't be used and we will have to re-
issue the RFP. We can use the same shell RFP as the first one and this will require a minimal
effort. For the building, the City has already hired an architect to prepare a bid package to send to
potential builders. The City's original plan was to choose the fiber contractor and the building
contractor in June 2008.
2
It's now obvious that the lawsuit will delay the start of the construction. While the City
has sold the bonds, those funds are now in escrow and can't be used for construction until the
end of the lawsuit. The question I address in this memo is: are there any assets that the City
should build anyway in anticipation that the lawsuit will eventually be settled?
In order to answer that question I used two criteria in deciding what assets ought to be
built now:
• Are some assets so critical to the process that they should be built now to most
efficiently use the bond money when released?
• Is there some subset of assets that if built, can be economically justified on their
own?
The building meets the first criteria. If the construction of the building is delayed, then
the customer launch also will be delayed. If the building is not started until the end of the
lawsuit, then the launch of customers is massively delayed. For example, if the lawsuit is not
settled until next summer, and the building not started until that settlement, then the system
would not be able to get customers until late in 2010. However, if the building is constructed
now and is sitting ready for the end of the lawsuit, then customers can be added as the fiber is
built to neighborhoods. Thus, constructing the building now would pull customer revenues
forward as much as a year and half, depending upon what time of the year the law suit ends.
Further, the building is an asset that has economic value beyond the fiber project. If the
City constructs this building, and then somehow never gets into the fiber business, then the
building would ultimately be able to be sold or leased to some high tech firm. The building could
serve as a good way to bring another good firm to the City.
3
In looking at the second criteria, I look at the experience of many other Cities. Monticello
decided to leap forward and build a fiber network to everybody in the City. However, many other
Cities have elected instead to build a fiber network that would serve the City and that would be
able to sell cheap data to businesses. Most Cities refer to this as a wholesale network since they
only sell to businesses and carriers. Further below in this memo I look at a budget for running
this sort of network and show that it ought to be able to pay for itself after a few years.
The specific recommendation being made is to build a 7 -mile long fiber ring that will
pass 338 businesses. A map of the proposed route is attached to this memo. The City could begin
selling data products at the end of 2008. There are a number of reasons to build this network
now:
• This tells the Citizens of Monticello that the Council is serious about building the fiber
network.
• This tells TDS that you are very serious.
0 It gives a great message to the bondholders.
a The route passes some government locations and allows you to begin to transfer
government service to your own network.
0 Over time, the business of just selling to businesses can pay for itself irrespective of
moving forward with the rest of the fiber network.
0 Over time this network could be expanded to include more businesses and to cover the
other government locations.
0 if you move on with the larger project, none of this investment will be wasted. This
construction would include enough conduit to easily finish the full network on these
routes. This is seven miles of fiber that doesn't need to be built later.
rd
Also attached to this memo is a 3 -year budget for building and operating this very reduced
business plan of only selling to businesses on the route. Following is an explanation of the key
elements of this budget:
Capital Budget
* The budget for the building is $825,000 which includes architect fees, grading, pad,
parking lot, and completed building.
e The big ticket item is estimate for the 7 miles of fiber construction supplied by Spectrum
Engineering. This price of $1,151,140 includes 200 fiber drops. Her is an additional
$96,000 required for engineering and inspection.
@ The system also needs electronics to light the fiber. We actually have two options to put
in PCNs or to put in direct Ethernet. The two options cost almost the same amount and
we can choose one of the two technologies later this year.
0 I've estimated $500 of electronics at each customer. Most of this doesn't have to be
funded until 2009 and 2010.
,s, In order to be a data service provider we will need data routing equipment.
0 We also need a truck for one technician along with tools and test equipment.
The total capital estimate for 2008 is $23M.
Operating Budget
0 The primary assumption is that we only Deed one technician to operate this tiny
business plan. At most we might get 200 customers over a few years.
® Sales would be done by a part-time salesperson.
0 Billing would be very simple and could be done in Word or Excel.
0
0 The revenue projections on the budget assume an average billing of $200 per business
customer per month. There will be some businesses with bills as low as $75, but there
will others that might spend several thousand per month. The $200 average billing is
conservative.
0 A further assumption is that we will offer cheaper and better data products than TDS
and will get at least 200 of the 338 businesses over three or four years. CCG has
always warned that the larger businesses will be slow to give us all of their data
business, but many of the businesses on the route are small businesses and ought to
welcome cheaper and faster data products. This business plan does not anticipate
selling voice, but we could probably bring wholesale voice in from HBC and increase
the revenue potential.
e The only full time employee is one technician.
0 One significant expense is Internet backbone. Unfortunately, if this is the only
business the City ever does, then data will cost more than in the original business
plan. That plan assumed we would get price breaks based upon volume.
0 My projections show this small business ought to be able to pay for itself within three
years. After that, even if the City does nothing else, this business ought to return a
•
0 Over time, this network, and the revenues could be expanded with carefully planned
additional fiber routes.
0 The City must fund the operating shortfalls of this business until it breaks even. I
estimate those shortfalls as $150,000 in 2008 and $145,000 in 2009. The system will
pay for itself after that.
0
Doug Dawson
President
CCG Consulting. LLC
Cash Required 2,462,607 200,200 0 0 0
FiberNet Monticello
Budget for 2008 Small Fiber Build
2008
2009
2010
2011
2012
Building
825,000
Fiber
1,151,140
Engineering/ Inspection
96,000
Base Electronics
100,000
Customer Electronics
5,000
55,000
20,000
10,000
10,000
Data Routers
50,000
Truck
30,000
Test Equipment, Tools
35,000
Misc
10,000
Total
2,302,140
55,000
20,000
10,000
10,000
Operating Expenses
1 Technician & benefits
21,667
52,000
54,080
56,243
58,493
Internet Backbone
32,000
108,000
108,000
108,000
108,000
Additional Sales & Marketing
12,000
36,000
36,000
36,000
36,000
Accounting
5,400
21,600
22,464
23,363
24,297
Misc
12,000
24,000
24,960
25,958
26,997
Vehicle Expense
2,400
9,600
9,984
10,383
10,799
Consultants
75,000
50,000
35,000
35,000
35,000
Total Expense
160,467
301,200
290,488
294,948
299,585
Expected Revenue
6,000
156,000
336,000
408,000
456,000
Gain J Loss
(154,467)
(145,200)
45,512
113,052
156,415
Cash Required 2,462,607 200,200 0 0 0
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