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HomeMy WebLinkAbout2003-09-02 CC PacketR EGULAR MEETING RECESSED MEETING CALL TO ORDER ROLL CALL OTHER BUSINESS STAFF REPORTS 1.Police Chief 2.Fire Chief 333 W. Laurel Update CITY OF STILLWATER CITY COUNCIL MEETING NO. 03-19 Council Chambers, 216 North Fourth Street September 2, 2003 4:30 P.M. AGENDA 4:30 P.M. 7:00 P.M. 3. City Clerk 5. Community Dev. Director 7. City Attorney 4. Director of Admin. 6. City Engineer /PWD 8. City Administrator 7:00 P.M. AGENDA CALL TO ORDER ROLL CALL APPROVAL OF MINUTES - Approval of special and regular meeting minutes of August 19, 2003. PETITIONS, INDIVIDUALS, DELEGATIONS & COMMENDATIONS I t PEN FORUM The Open Forum is a portion of the Council meeting to address Council on subjects which are not a part of the meeting agenda. The Council may take action or reply at the time of the statement or may give direction to staff regarding investigation of the concerns expressed. CONSENT AGENDA* 1. Resolution 2003 -180, directing payment of bills 2. Resolution 2003 -181, Approving 2003 Memorandum of Agreement for Curbside Recycling Grant Distribution 3. Request to purchase maintenance agreements for printers in Finance and 3rd Floor 4. Request to purchase HP Laserjet 8150 — Engineering Department 5. Resolution 2003 -182, authorizing closing of fund 6. Request to hang banner from Chamber of Commerce — Fall Art Fair 7. Request to purchase backup system for Public Works server 8. Request to purchase router for the police department 9. Request to purchase firewall for St. Croix Recreation Center 10. Approval of request for outside merchandising — Tires Plus PUBLIC HEARINGS 1. Case No. SUBN /03 -74. This is the date and time for public hearing to consider a request from Jeff Melstrom and Tom Larson for a variance to the lot size regulations (10,000 square feet required, 7,500 square feet requested) for the subdivision of two standard lots into three substandard lots located 1502 and 1508 West Olive Street in the RA, Single Family Residential District. Notices were mailed to affected property owners and published in the Stillwater Gazette on August 22, 2003. (Resolution) 2. Case No. SUB/03 -66. This is the date and time for a public hearing to consider a request from Nancy Green for a resubdivision to combine four lots (Lot 1: 3,397 square feet; Lot 2: 3,950 square feet; Lot 3: 1,650 square feet and Lot 4: 1,650 square feet) into one lot of 10,647 square feet located at 709 West Myrtle Street in the RB, Two Family Residential District. Notices were mailed to affected property owners and published in the Stillwater Gazette on August 22, 2003. (Resolution) 3. Case No. PUD /03 -75. This is the date and time for public hearing to consider a request from Territorial Springs, LLC, for final PUD approval for Phase I of Terra Springs Development including Site 1 (Buildings 1) and Site 2 (Building 2) containing 18 and 40 residential units, respectively, located at 608 North Main Street in the CBD, Central Business District. Notices were mailed to affected property owners and published in the Stillwater Gazette on August 22, 2003. (Resolution) • UNFINISHED BUSINESS NEW BUSINESS 1. Possible approval of resolutions setting payable 2003 Truth -in- Taxation Public Hearing adopting the proposed budget for the year 2003; adopting the proposed tax levy for the payable Yea_ r 2003 (3 separate resolutions). — (Available Tuesday) 2. Possible approval of increasing authorized part-time fire personnel 3. Turf Restoration in City Parks 4. Possible appointment of member to Planning Commission (Resolution) 5. Possible adoption of a resolution declaring costs and ordering assessment roll preparation and a resolution calling for hearing for 2003 street improvements (Project 2 -02) (2 resolutions) 6. Possible approval of Fire Prevention Week signs and banner 7. Possible approval of request from Stillwater Fire Department Relief Association to post signs for Fish Fry on October 17, 2003 PETITIONS, INDIVIDUALS, DELEGATIONS & COMMENDATIONS (continued) COMMUNICATIONS /REQUESTS COUNCIL REQUEST ITEMS STAFF REPORTS (continued) ADJOURNMENT All items listed under the consent agenda are considered to be routine by the City Council and will be enacted by one motion. There will be no separate discussion on these items unless a Council Member or citizen so requests, in which event, the items will be removed from the consent agenda and considered separately. 2 411 11EGULAR MEETING RECESSED MEETING CALL TO ORDER ROLL CALL OTHER BUSINESS STAFF REPORTS 1.Police Chief 2.Fire Chief 333 W. Laurel Update CITY OF STILLWATER CITY COUNCIL MEETING NO. 03 -19 Council Chambers, 216 North Fourth Street September 2, 2003 3. City Clerk 4. Director of Admin. 4:30 P.M. AGENDA 7:00 P.M. AGENDA 4:30 P.M. 7:00 P.M. 5. Community Dev. Director 7. City Attorney 6. City Engineer /PWD 8. City Administrator CALL TO ORDER ROLL CALL APPROVAL OF MINUTES - A of special and regular meeting minutes of August 19, 2003. PETITIONS, INDIVIDUALS, DE EGATIONS & COMMENDATIONS O PEN FORUM The Open Forum is a portion of the Council meeting to address Council on subjects which are not a part of the meeting agenda. The Council may take action or reply at the time of the statement or may give direction to staff regarding investigation of the concerns expressed. CONSENT AGENDA* 1. Resolution 2003 -180, directing payment of bills 2. Resolution 2003 -181, Approving 2003 Memorandum of Agreement for Curbside Recycling Grant Distribution 3. Request to purchase maintenance agreements for printers in Finance and 3rd Floor 4. Request to purchase HP _aserjet 8150 — Engineering Department 5. Resolution 2003 -182, authorizing closing of fund 6. Request to hang banner tom Chamber of Commerce — Fall Art Fair PUBLIC HEARINGS 1. Case No. SUBN /03 -74. This is the date and time for public hearing to consider a request from Jeff Melstrom and Tom Larsoi for a variance to the lot size regulations (10,000 square feet required, 7,500 square feet requested) for the subdivision of two standard Tots into three substandard lots located 1502 and 1508 West Olive Street in the RA, Single Family Residential District. Notices were mailed to affected property owners and published in the Stillwater Gazette on August 22, 2003. (Resolution) 2. Case No. SUB /03 -66. This is the date and time for a public hearing to consider a request from Nancy Green for a resubdivision to combine four Tots (Lot 1: 3,397 square feet; Lot 2: 3,950 square feet; Lot 3: • 1,650 square feet and Lot 4: 1,650 square feet) into one lot of 10,647 square feet located at 709 West Myrtle Street in the RB, Two Family Residential District. Notices were mailed to affected property owners and published in the Stillwater Gazette on August 22, 2003. (Resolution) 3. Case No. PUD /03 -75. T is is the date and time for public hearing to consider a request from Territorial Springs, LLC, for final P D approval for Phase I of Terra Springs Development including Site 1 (Buildings 1) and Site 2 ( uilding 2) containing 18 and 40 residential units, respectively, located at 608 North Main Street in the CBD, Central Business District. Notices were mailed to affected property owners and published in the Stillwater Gazette on August 22, 2003. (Resolution) UNFINISHED BUSINESS NEW BUSINESS 1. Possible approval of resolutions setting payable 2003 Truth -in- Taxation Public Hearing adopting the proposed budget for the year 2003; adopting the proposed tax levy for the payable Year 2003 (3 separate resolutions). — (Available Tuesday) 2. Possible approval of increasing authorized part -time fire personnel 3. Turf Restoration in City Parks 4. Possible appointment of member to Planning Commission (Resolution) 5. Possible adoption of a resolution declaring costs and ordering assessment roll preparation and a resolution calling for hearing for 2003 street improvements (Project 2003 -02) (2 resolutions) 6. Possible approval of Fire Prevention Week signs and banner PETITIONS, INDIVIDUALS, DELEGATIONS & COMMENDATIONS (continued) COMMUNICATIONS /REQUESTS COUNCIL REQUEST ITEMS STAFF REPORTS (continued) ADJOURNMENT All items listed under the consent agenda are considered to be routine by the City Council and will be enacted by one motion. There will be no separate discussion on these items unless a Council Member or citizen so requests, in which event, the items will be removed from the consent agenda and considered separately. 2 Memo To: Honorable Mayor and Council From: Kim Kallestad, Fire Chief Z* Date: August 29, 2003 Subject: 333 West Laurel Street The house at 333 West Laurel Street will hopefully be demolished and hauling to a landfill will have started by the time Council meets on September 2nd History: An accidental fire in April of this year severely damaged the house. The house was declared a total loss b y the insurance company. Building Official Cindy Shilts has worked with the owner over the last few months to get the house removed. The Washington County Department of Health also joined in that effort approximately four weeks ago. Since the original fire, our fire department has responded to five additional fires at the house, all incendiary Fires. No suspects have been caught. Each fire threatens the safety of fire personnel and ':hreatens neighbors and their houses. At the request of the fire chief, City Attorney Magnuson issued an Emergency Abatement Order on August 21, 2003. A demolition contractor was contacted, and demolition was scheduled to occur or. August 22 Concerns by the Minnesota Pollution Control Agency (MPCA) for 3otential release of asbestos or other hazardous materials during . demolition and possible fines for the city and contractor delayed demolition. Working with the M.:P.C.A., our own Building Department, the building owner, and contractors, a contract for demolition was signed by the owner on August 28` with demolition to commence no later than Tuesday morning, September 2 The city is not involved in the contract. The building owner will be responsible for all costs associated with demolition and disposal, including permit fees. TO: Duane Gorder 333 West Laurel Street Stillwater, MN 55082 EMERGENCY ABATEMENT ORDER RE: Property at 333 West Laurel Street, Stillwater, MN NOTICE IS HEREBY given that a nuisance exists on your property at 333 West Laurel Street and the nuisance constitutes an immediate danger and hazard which, if not immediately abated, will endanger the health and safety of the public. The nuisance was fire that created immediate destruction of the dwelling house at this address in the Spring of 2003. Since the initial fire, the Stillwater Fire Department has responded to 6 separate fires, the last call on August 21, 2003, the date of this Order The dwelling house, the remnants of which still stand, is attractive to vandals who are suspected of setting the fires. The remains of the dwelling house is in danger of collapse. You are hereby notified that immediate action will be undertaken to abate and correct this nuisance by demolishing the remaining structure and removing the debris from the, site. The City will undertake this action under the emergency abatement procedures in the Stillwater City Code and thereafter provide you, _ as soon as the costs incurred are known, with appropriate notice under the Emergency Abatement Procedures found in the Stillwater City Code for collection of all or a portion of the costs incurred by the City in abating this nuisance to be spread as a special assessment against your property. 1 • • By Order of the City Administrator, Larry D. Hansen, this 21st day of August, 2003. CITY OF STILLWATER 010,,140)J Larry D. H en City Administrator 2- • • MEMOR TO: Mayor & Council FROM: City Administrator Hansen SUBJECT: Deferred Assessments DATE: September 2, 2003 This summer we ran into a number of issues dealing with deferred assessments whereby the title changed hand;; and the new owners were unwittingly surprised by the existence of a deferred assessment on their property. In the past, title companies and closing attorneys used to contact city hall for an assessment search asking for deferred or pending assessments. Apparently today they are not doing the same level of diligence. To correct this situation I have asked that all deferred assessments be recorded at the county level. In so doing we discovered a number of very small deferrals and a few that will be uncollectable as the properties are now built upon and further subdivision would not be allowed. I therefore recommen1 that the following deferrals be stricken from the books as to carry them costs more than we could collect. Plat/Parcel Principal Accumulated Interest 29.030.20.34 $ 62.80 31.030.20.11.0019 183.44 31.030.20.11.0028 107.80 * 31.030.20.11.0082 432.78 31.030.20.11 :0083 100.86 * 32.030.20.14.0007 716.94 32.030.20.21.0008 93.88 32.030.20.21.0009 211.23 32.030.20.21.0029 55.57 * 32.030.20.22.0035 304.93 32.030.20.23.0022 98.29 32.030.20.23.0023 99.89 32.030.20.32.0016 220.02 Balance $ 13.20 $ 76.00 38.62 221.96 22.65 130.45 90.87 525.65 21.18. 122.04 150.57 867.51 19.71 113.59 44.37 255.60 11.67 67.24 64.05 368.98 20.64 118.93 20.97 120.86 46.20 266.22 • Total: $2,867.95 * Indicates properties that are now built upon in such a way that further development of the property is impractical. A V.7/ VL/ LVVJ U / . V1 rnA V14000004.) 4- 1111N 11 U J LQ.j u u 1 Letters Needed for the Levee /Flood Control Project (Requested by Representative Mark Kennedy) The City is working with Representative Mark Kennedy to get language included in the FY 2004 Energy and Water Appropriations Bill that directs the Corps pf Engineers to begin plans, design, and construction of the Stage 3 flood wall. Mark will be meeting with Committee Chairman David Hobson the week of September 8. He would like to have a large number of letters from Stillwater citizens urgently stating the need for the flood control stage of the project. Please return your letters (hand written letters are just as effective as those typed) to Larry Hansen, City Administrator, at the City Hall. They don't have to be long. Use the fact sheet provided as needed. They must be left at the City Hall no later than 3 a.m. September 8. Copies will be made for the two Minnesota Senators, and hand delivered to Representative Kennedy and Senator Dayton and Coleman on September 9. Your assistance is very important, and greatly appreciated. Background Information: Work has been completed on Stage 1 and Stage 2 of the Stillwater Levee /Flood Control Project. This work included the repair and reconstruction of the existing levee wall, and the extension of the levee wall system north around Mulberry Point. This work was essential to stop the erosion of the fragile riverbank, but does very little to prevent the flooding of downtown Stillwater. Stage 3 includes the construction of a flood wall about 21/2 feet high, by the railroad tracks. 1111 The incline from the river, the height of the flood wall, and flood wall extensions will provide the City with 100 year flood protection. Sheet piling driven below the flood wall will prevent the seepage that occurs during flood conditions. Congress appropriated $2 million in the FY 2001 Appropriations Bill for, Stage 3. The Corps of Engineers Headquarters stopped the use of these funds just as the St. Paul District Office was negotiating the "Cooperation Agreement" with the City. Although the City received no official communication from the Corps, we were told informally that they did not respond to the Congress because the project did not meet the cost/benefit ratio required to construct Stage 3 of the project. The language will be a provision in the Energy and Water Appropriations Bill for FY 2004, and directs the Corps of Engineers to complete the project by constructing the flood wall proposed as Stage 3 of the project. Congress is the final authority. Address your letters to: Representative Mark Kennedy Minnesota Sixth District 1415 Longworth House Office Building Washington, D.C. 20515 • LOCATION :9723869543 RX TIME 09/02 '03 07:30 09/02/2003 07:02 FAX 9723869543 KINKOS U002 ' • • FACT SHEET LEVEE /FLOOD CONTROL PROJECT - STAGE 3 STILLWATER, MN • Stillwater has experienced 17 flood events since the Corps constructed Lock and Dam #3 on the Mississippi River in 1937. • No floods were experienced due to high waters on the St. Croix River prior to 1937. • Corps of Engineers data show that the construction of Lock and Dam #3 raised the river's water level by 8 -10 feet. The Federal government has culpability for the frequent flooding that occurs. • The floods of 1997 and 2001 cost the Federal, State, and local governments more than a million dollars each event. Emergency costs will continue to increase in the coming years. • Flood emergency measures require 100's of volunteers to build temporary levees as the flood waters rise. It's just a matter of time until serious or fatal accidents occur. • Extensive property damage has resulted from flooding of downtown businesses. • There are 66 historic sites recognized by both the Federal an State governments. Stillwater has been designated the "Birthplace of Minnesota." • The City's trunk sanitary sewer line runs parallel to the river front, and pumps 2. million . gallons of raw sewage to the water treatment plant each day. Engineers have warned the City that extended flooding of the area will, at some point, result in either a ruptured sewer line, or damage the pumping station to the extent that it will not function. • During a recent flood event, the sewer line was underwater for more than 60 days. Repairs can not be made until the water level recedes. • Severe flooding results in the loss of millions of dollars in business, and the loss of hundreds of jobs. • River front concerts, fireworks displays, and art exhibits attract more than 100,000 visitors to some events. Such events have to canceled during flooding. • The feasibility study was conducted by Corps personnel from St. Louis District Office who never visited the site, nor talked with City officials. Numerous omissions and inaccuracies were never corrected in the final draft, e.g.,no damages were included for flooding of inventory stocks in basement storerooms, and no consideration was given to moving dozens of professional services offices located in the downtown ,district, and their business losses. LOCATION :9723869543 RX TIME 09/02 '03 07:30 S Sample Letter #1 • • vui vai �vva , i vc. ,nn 0[4.0uuuo-to n11VnUJ Dear Representative Kennedy: I am writing to express our concern regarding the incomplete work on the Stillwater Flood Control Project. Congress has authorized and appropriated funds to complete the project, but the Corps has held back the funds made available by Congress in the FY 2001 Appropriations Bill for the Stage 3, flood control phase of the project. The City has requested language to direct the Corps of Engineers to complete the project in the Energy and Water Appropriations Bill for FY 2004. We are asking that you do everything possible to assure this language is included in the bill. _ Stillwater has experienced flooding about every four years. In 2001, emergency actions cost Ike all levels of government more than $1 million to build levees 12 feet high to protect our historic sites and businesses. The work of hundreds of volunteers, and careful planning by the City prevented a disaster. We urge you to get the needed language in the FY 20W Appropriations Bill. Your work on the passage of this provision may save lives of volunteers fighting future flooding of our community. Sincerely, Sample Letter #2 Dear Congressman Kennedy: The Corps of Engineers have not allowed the work on the Stillwater flood control project to be completed, even after the money was appropriated to begin work on the Stage 3 flood wall. I have watched the trucks haul in hundreds of loads of material to fill hundreds of thousands of sandbags to stop the flood waters every few years. Someday, some of ourteenage volunteers are going to be seriously injured by the heavy equipment, or be swept away by the flood waters. Please do everything necessary to get Congress to tell the Corps of Engineers to complete this project. Respectfully yours, LOCATION :9723869543 RX TIf1E 09/02 '03 07:30 LEI UU3 • • Our &nior"s Lutheran Church 1616 W. Olive St. • Stillwater; NIX 55082 phone: 651- 439 -5704 • fax: 651 351 - 1463 • &nail: oslcttheran @gu7est.net Mr. Jay Kimble, Mayor City of Stillwater 216 N. 4 St. Stillwater, MN 55082 Dear Mayor Kimble, August 26, 2003 I am writing today to ask for your consideration of furthering recent conversations regarding the home formerly owned by John and Nadji Sutherlund. I have been involved in discussions with the Sutherlands and Habitat for Humanity, and I understand that the possibility of moving the Sutherland home to a city -owned lot on the North Hill has stalled, due to the purchase price of the city lot. It is my understanding that Habitat's international policy is to never purchase land outright, but to have that land gifted to the organization. Obviously, the gap between Habitat's policy and Stillwater's appraised price of $60,000 is significant. I understand the City's position, and I understand Habitat's policy. However, the net result is the loss of a wonderful opportunity to provide a Habitat site in our city. I don't know if a Habitat home has ever been built within Stillwater, since vacant land has always been such a premium. Further, when the possible site across from Lakeview Hospital went to The Peace House project, a opportunity was missed. I hate to see this happen again. Is there a way around this problem? I would be happy to visit with you, or appear before the City Council, if a possible solution might exist. In talking with Larry Hansen, it seems that time is of the essence. I am hoping (and praying!) that we might find some common ground to bring this exciting possibility into completion. Thank you for your leadership on behalf of our city. I look forward to assisting in any way that presents itself. Sincerely • Paster Steven Molin Grounded in faith, g in lore, and sent with o pui7)ose, So that others may gain the Itingdonz! e CITY COUNCIL MEETING NO. 03 -17 ® August 19, 2003 • • SPECIAL MEETING 4:30 P.M. Mayor Kimble called the meeting to order at 4:30 p.m. Present: Councilmembers Kriesel, Milbrandt, Junker and Mayor Kimble Absent: Councilmember Rheinberger Others Present: OTHER BUSINESS Budget Discussion Police Library City Administrator Hansen Director of Administration Knauss Assistant Finance Director Harrison Police Chief Dauffenbach Police Chief Dauffenbach provided a presentation on his 2004 proposed budget for his department. He stated that the 2004 proposed budget is the same as the 2003 budget and what he is trying to do is get back to the budget level of 2003 prior to the LGA cuts, which amounted to a $120,000 budget cut to the police department. He also reviewed the grant for CIS which requires a staffing of 21 officers, unfortunately he had to give the grant back because there is only 19, and that by 2005 he would probably need two officers because of the development of the City and the tourism drawn to Stillwater. He wanted to make Council aware that the police department has responded to 1500 more service calls than in 1998 and that he needs more officers, however he knows that will not be possible in 2003. Councilmember Milbrandt asked Chief Dauffenbach if the money given to the Youth Service Bureau is a benefit to the department. Chief Dauffenbach stated that any money given to the Youth Service Bureau is probably coming back to the City one way or another. He provided information on the Youth Service Bureau services and how it affects the department. Ms. Lynne Bertalmio, Library Director reviewed the proposed 2003 budget for the library. She stated that the library has received a lot of complaints regarding the closing of the library on Sunday so therefore they anticipate in 2004 to be open 22 Sundays. City Council Meeting — 03 -17 August 19, 2003 Councilmember Kriesel expressed concern regarding the closing of the library and that • if the City cannot support full operation of a library now how can it support an expansion. He felt that the library should not shorten its hours because the residents' taxes pay a large portion of the library's operation. Councilmember Milbrandt stated that if the City finds approximately $14,000, full operation of the library could happen. City Administrator Hansen explained the difference in 2003 actual budget and 2004 proposed is because of the removal of signs and lighting from the operations budget to an enterprise fund. Administration Director of Administration Knauss reviewed the proposed administration budget, which includes MIS, Elections, Finance and Plant City Hall. City Administrator Hansen stated that the next budget meeting is Tuesday, August 26, 2003 at 4:30 p.m. to meet with Engineering /Public Works and Fire Departments. Councilmember Kriesel felt that funding to the Community Volunteer Services and the Youth Service Bureau was important to the community and felt that the funding should continue to these agencies. Mayor Kimble recessed the meeting at 6:15 p.m. REGULAR MEETING Mayor Kimble called the meeting to order at 7:00 p.m. Present: Councilmembers Kriesel, Milbrandt, Junker and Mayor Kimble Absent: Councilmember Rheinberger Others Present: APPROVAL OF MINUTES City Administrator Hansen Director of Administration Knauss Assistant Finance Director Harrison Police Chief Dauffenbach Planner Fitzgerald Public Works Director Eckles City Clerk Ward Page 2 of 6 7:00 P.M. Motion by Councilmember Milbrandt, seconded by Councilmember Junker to approved the August 5, 2003 regular and recessed meeting minutes • • City Council Meeting — 03 -17 August 19, 2003 PETITIONS, INDIVIDUALS, DELEGATIONS & COMMENDATIONS Certificate of Appreciation — Russell Hultman, Planning Commission Chair Mayor Kimble presented a Certificate of Appreciation to Russell Hultman for his service on the Planning Commission since 1987. Motion by Councilmember Kriesel, seconded by Councilmember Junker to adopt Resolution 2003 -178, certificate of appreciation to Russell Hultman. All in favor. Ayes: Councilmembers Kriesel, Milbrandt, Junker and Mayor Kimble Nays: None Absent: Councilmember Rheinberger Banner and signs request — Zach Peterson — Oakridge Community Church Motion by Councilmember Milbrandt, seconded by Councilmember Kriesel to approve sign and banner request from Oakridge Community Church to be displayed between September 14 and November 24, 2003. All in favor. OPEN FORUM • No public comments. STAFF REPORTS Mayor Kimble reviewed the sign and banner request from Oakridge Community Church. Public Works Director Eckles provided an update on the 2002 street improvement project. Councilmember Kriesel stated that a resident in the project area contacted him and is concerned with a cracked curb and Councilmember Junker received the same call. Mr. Eckles stated that the department will take a look at it and that an expansion joint may be placed in that location. He also stated that once the City accepts the project as complete there is a one -year warranty period on the project. Mr. Eckles presented an executive summary on the Mn /DOT report on the projected maintenance and operation costs of the lift bridge after 2010. He stated that the entire report is available for review in the Engineering Department. Mr. Eckles provided information on the removal of warning flashers on Trunk Highway 36 by Mn /DOT. Page 3of6 City Council Meeting — 03 -17 August 19, 2003 Mayor Kimble stated that he would like to see the flasher remain and provided a history of why the flashers were installed. He stated that it has helped in the reduction of accidents in the area. Councilmembers agreed with the Mayor that staff should send a resolution and letter to Mn /DOT expressing Stiliwater's position. Motion by Councilmember Milbrandt, seconded by Councilmember Junker to adopt Resolution 2003 - 179, requesting Mn /DOT to not remove the warning flashers on Trunk Highway 36. All in favor. Mr. Eckles provided an update on the collapse of the retaining wall at 220 E. Mulberry Street. He stated that more information would be coming before the Council to decide if City funds should be used to assist the property owner in repairing the wall, 2 Street sidewalk and related improvements. Council directed Mr. Eckles to continue to work with the property owner. Councilmember Milbrandt asked when the steps to the ravine would be completed. City Attorney Magnuson requested that Council modify a parcel number in Tax Increment Financing District No. 10 as a result of the subdivision of the Joseph Wolf Brewery Addition that was filed with the County Reorder on June 19, 2003. Mr. Eckles stated that the contractor has informed him that he will start tomorrow. He also stated that if the contractor does not start tomorrow that a new contractor will be selected because this contractor has promised many times to start and has not followed through. • Motion by Councilmember Milbrandt, seconded by Councilmember Junker to adopt Resolution 2003 - 177, a resolution modifying the parcel number of property included within the district. All in favor. City Administrator Hansen stated that the closing of the territorial prison site took place today, Tuesday August 19, 2003.. He stated that the developer is planning to start construction immediately. CONSENT AGENDA Motion by Councilmember Milbrandt, seconded by Councilmember Kriesel to approve the Consent Agenda. All in favor. Ayes: Councilmembers Kriesel, Milbrandt, Junker and Mayor Kimble Nays: None Absent: Councilmember Rheinberger Resolution 2003 - 174, directing payment of bills Resolution 2003 - 175, approving guaranteed maintenance agreement with Stillwater Ford. Page 4of6 • • • City Council Meeting — 03 -17 August 19, 2003 Approval of waiver of garbage and collection charges for application 2002 -05 Resolution 2003 -176, approving Anoka /Hennepin Technical College Police Training Contract For 2003 Approval of gambling permit — Common Health Clinic UNFINISHED BUSINESS Discussion on Sign Ordinance Planner Fitzgerald reviewed the sign ordinance relating to garage sale signs, off -site advertising and banners. She stated that the problem with mainly the garage sale signs is that people do not remove the signs when they are finished. She explained to the Council that she only removes signs based on complaints, which many come from people who live on corners. Mayor Kimble stated that the most calls he receives are on the sign ordinance. He stated he would like to see some options from staff to change the ordinance. Councilmember Kriesel stated that signs on the right of way should not be there, however if people get permission from private owners to place a sign on their property, they should be allowed to. He stated that he would be in favor of holding two citywide garage sale similar to Woodbury and other communities that may meet residents' needs. He stated that maybe there should be one or two locations where garage sale information could be placed. Mayor Kimble stated that one complaint he gets from the business community is on signage or banners. He stated that perhaps a banner request for something special should be authorized by staff for a certain size or length of time. Councilmember Junker stated that there is some anti - business associated with the ordinance. Councilmember Milbrandt stated that these are two separate issues. He stated that the garage sale signs should reflect a "good neighbor" and take the signs down when the sale is done; it is hard to legislate good neighborship. Council directed staff to explore possible options and return to Council for review. Discussion on Sidewalk Use Licenses Planner Fitzgerald reviewed the issue of Sidewalk Use Licenses. She stated that there were three issued, however one of the businesses is no longer in business. She stated that the City Clerk is concerned with establishments with liquor licenses using the public sidewalk to serve and consume liquor because it is not part of their licensed premises. Page 5 of 6 City Council Meeting — 03 -17 August 19, 2003 Council directed staff to provide options on the sidewalk use licenses and return to Council at a future meeting. ADJOURNMENT Motion by Councilmember Junker, seconded by Councilmember Milbrandt to adjourn the meeting at 7:54 p.m. ATTEST: Councilmember Milbrandt stated that the licenses looked like there were to expire in 1998. He stated that maybe a fee should be associated with the licenses. He stated 0 that his concern is that other businesses will think it is a good idea, liquor establishments will try it and it will get out of hand. Councilmember Junker stated that some of them are located on busy corners and some people end up walking on the street and he is not in favor of that happening. Councilmember Kriesel stated he is not really in favor of chairs and tables on the public sidewalk and also how would it be decided who can and who can't place tables and chairs on the sidewalk. Diane F. Ward, City Clerk Page 6of6 Jay L. Kimble, Mayor Resolution 2003 - 174, directing payment of bills Resolution 2003 - 175, approving guaranteed maintenance agreement with Stillwater Ford Resolution 2003 - 176, approving Anoka /Hennepin Technical College Police Training Contract For 2003 Resolution 2003 - 177, a resolution modifying the parcel number of property included within the district Resolution 2003 - 178, certificate of appreciation to Russell Hultman Resolution 2003 - 179, requesting Mn /DOT to not remove the warning flashers on Trunk Highway 36 • • • LIST OF BILLS EXHIBIT " A" TO RESOLUTION #2003- 180 Ancom Technical Center AT & T AT & T Wireless Bayport, City of Brine's Market Carquest Cates, Jennifer CDW -G Century Power Equipment Clarey's Safety Equipment Coca Cola Comcast Cottagewood Partners, Inc. DARE America Dell Computer Ebner, Colleen Church of St. Michael Emergency Apparatus Fed Ex Firehouse Magazine Force America Friede, Matt Frontline Plus Fire & Rescue Galles Corporation • Hillyard Hi -Tech Signs Integra Telecom I/O Solutions Johnny's TV Kath Fuel Oil Service Ke, Olivia Knauss, Chantell Kremer Spring Alignment Krongard, Leslie Lake Management LMC insurance Legislative Associates Magnuson Law Firm McLeod USA Menards Metro Fire MN Dept of Agriculture Municipal Code Corporation Nestle Ice Cream Newman Traffic Signs Nextel Office Depot PC Solutions Pennella, Tristan • PMI Computer Supplies Ray O'Herron Co., Inc. Repair Radios, Pagers Telephones CeII Phones Lumberjack Police Assistance Bag Lunches Budget Meeting Repair Supplies Park Refund Computer, Sony 1CDMS Filters, Fuel Cap Class A Foam Concession Supplies Cable Grading Escrow Refund DARE Supplies Precision 340 Workstation Park Refund Annual Pump Testing Freight Subscription Equipment Repair Supplies Park Deposit Refund Hi - Combat Hose Can Liners Cleaning Chemicals Dasher Ads Telephones Firefighter Tests Digital Camera Shop Lubricants Refund Duplicate Credit Card Parking Reimburse Expenses Intl Truck Spring, Pins and Bolts Repair Heater 60% First Treatment Lakeshore Property Insurance Deductible Legislative Service Aug 2003 Professional Services Telephones Repair Supplies Equipment Repair Agricultural Investigation & Cleanup Supplement Pges Concession Supplies Sign Material Cell Phones Office Supplies Maintenance Contract Hockey Refund Toner Cartridge Helmets 284.07 23.66 539.64 234.48 71.05 249.58 50.00 1,181.77 51.39 625.00 791.10 78.25 3,000.00 509.92 1,828.06 100.00 2,372.22 32.46 30.00 47.02 50.00 447.00 197.58 448.22 300.00 925.47 248.00 607.03 290.21 5.00 339.69 428.67 65.00 812.04 .1,000.00 2,916.67 11,151.75 176.13 263.81 713.61 101.65 609.29 86.88 405.07 240.37 132.68 143.00 100.00 203.25 651.12 EXHIBIT " A" TO RESOLUTION #2003- 180 Page 2 Reynolds, Karen Rogness, Kyle Rose Floral Russell, Steve RW Kirchner & Associates Stillwater Ford St. Croix Recreation Co. Satnas, Kristy S & T Office Products, Inc. Sentry Systmes, Inc. Stillwater Gazette Stillwater Motors Stillwater Towing Sysco TA Schifsky & Sons Tollefsbol, Mark United Rentals Wally Carlson & Son Walmart Washington County Transportation Waste Management Wrap & Ship Yocum Oil Co. Zarnoth Brush Works MANUAL CHECKS AUGUST 2003 Stillwater Rotary Washington County Assessment Xcel Energy ADDENDUM TO BILLS Action Rental Boesel Sr., Tom Boesel, Tommy Buberl, Larry Cub Forest Lake, City of Holiday Commercial Ikon Office Solutions Infratech Johnson Control LMC MN Dept of Administration Intertechnologies Oakdale, City of Oak Park Elementary School Office Depot Qwest Hockey Refund Landscape Escrow Plants Pictures Processed Appraisals Sutherland Condemnation Maintenance Agreement Vehicles Picnic Tables Hockey Refund Office Supplies Security Contract Publication Handle Towing Concession Supplies Asphalt Hockey Refund Batteries Diesel Fuel for Genset Supplies Traffic Services, Brush & Weed Control Garbage Waivers Freight Fuel Broom Refills Meals for Council Recording of Deed Electricity /Gas Stump Grinder Straw Bales Reimburse Work Boots August Animal Transport Supplies Lumberjack Police Assistance Fuel Maintenance Contract Install 27" Cured in Place Point Repair Service Call Air Conditioner Municipality Insurance July 2003 Usage Lumberjack Police Assistance 2003 Contribution Playground Equipment Office Supplies Telephone 100.00 1,535.00 62.24 77.12 1,100.00 10,000.00 1,203.93 100.00 53.77 107.67 52.41 34.69 239.64 736.18 744.21 135.00 100.87 558.06 249.98 5,863.39 40.62 115.06 1,245.13 734.85 80.00 26.65 1,472.56 83.07 40.00 50.00 120.00 17.03 2,595.20 192.53 419.27 4,700.00 680.00 44,467.75 140.83 2,970.00 5,000.00 332.60 222.88 • • • • River Valley Printing Sandy's Office Coffee Service Stillwater Ford 3D Specialties Verizon Wireless Viking Industrial Center Woodbury, City of Xcel • • EXHIBIT " A" TO RESOLUTION #2003- 180 Page 3 Adopted by the City Council this 2nd Day of September, 2003 Case File Jackets Coffee Supplies Hose Assy Freight Cell Phones Chest Waders, Marking Paint Lumberjack Police Assistance Electricity,Gas TOTAL 346.13 85.00 26.10 4.79 178.02 205.82 785.44 16,999.45 143,589.80 • Submitted by: Rose Holman STAFF REQUEST ITEM Department: MIS Date: 9/2/03 DESCRIPTION OF REQUEST (Briefly outline what the request is) Purchase of Backup system for the server in the Public Works bldg. FINANCIAL IMPACT (Briefly outline the costs, if any, that are associated with this request and the proposed source of the funds needed to fund the request) Total cost of this request is $1550.18 plus tax. Money for this was allocated in the 2003 budget. ADDITIONAL INFORMATION ATTACHED Yes — ALL COUNCIL REQUEST ITEMS MUST BE SUBMITTED TO THE CITY CLERK A MINIMUM OF FIVE WORKING DAYS PRIOR TO THE NEXT REGULARLY • SCHEDULED COUNCIL MEETING IN ORDER TO BE PLACED IN THE COUNCIL MATERIAL PACKET. Date: 09/02/03 Rose Holman From: charbro @cdwg.com Sent: Tuesday, September 02, 2003 8:35 AM To: Rose Holman Subject: CDW -G Quote KT32852 here is the last one. cb This e -mail best viewed in a fixed font such as Courier. ROSE HOLMAN Thank you for choosing CDW -G for your computing needs. Following are the details of your quote. Quote Date: 9/02/2003 Quote Number: KT32852 P.O. Number: KT32852 QUOTE Customer #: 5160430 Payment Terms: MasterCard /Visa Govt Shipped Via: UPS Ground QTY ITEM DESCRIPTION /MFG. PART NUMBER UNIT PRICE EXT. PRICE 1 198279 SEAGATE 20 /40GB DAT DDS4 LVD INT CER- STD2401LW -S 10 181228 SONY DDS4 4MM.150M DATA CART 20GB SON- DGD150P 1 201828 ADAPTEC SCSI CARD 29160 KIT ADA- 1821900 1 454394 VER LE B/U 9 SRVR COMBO 1YR VLE- S093808- 0LE000 Subtotal 1,529.00 Sales Tax .00 Freight 21.18 Total 1,550.18 Ship To: CITY OF STILLWATER 216 4TH ST N ROSE HOLMAN STILLWATER MN 55082 -4807 If you find any discrepancies or I can be of further assistance, please feel free to contact me. CHARLIE BROWN Direct line: 8778372707 Fax Number: 8474198634 E -Mail: charbro @cdwg.com Bill To: ROSE HOLMAN 216 4TH ST N STILLWATER MN 55082 -4807 1 660.00 13.00 270.00 469.00 660.00 130.00 270.00 469.00 • • Department: MIS STAFF REQUEST ITEM Date: 9/2/03 DESCRIPTION OF REQUEST (Briefly outline what the request is) Purchase of Router for the Police Dept. for a connection between the Police network to the City Network. FINANCIAL IMPACT (Briefly outline the costs, if any, that are associated with this request and the proposed source of the funds needed to fund the request) Total cost of this request is $1068.91 plus tax. There is money for this in the 2003 capital outlay budget. ADDITIONAL INFORMATION ATTACHED Yes X No • ALL COUNCIL REQUEST ITEMS MUST BE SUBMITTED TO THE CITY CLERK A MINIMUM OF FIVE WORKING DAYS PRIOR TO THE NEXT REGULARLY SCHEDULED COUNCIL MEETING IN ORDER TO BE PLACED IN THE COUNCIL MATERIAL PACKET. Submitted by: Rose Holman Date: 09/02/03 Rose Holman From: charbro @cdwg.com Sent: Tuesday, September 02, 2003 8:29 AM To: Rose Holman Subject: CDW -G Quote KT32661 here you go. cb This e -mail best viewed in a fixed font such as Courier. ROSE HOLMAN Thank you for choosing CDW -G for your computing needs. Following are the details of your quote. Quote Date: 9/02/2003 Quote Number: KT32661 P.O. Number: KT32661 Customer #: 5160430 QUOTE Payment Terms: MasterCard /Visa Govt Shipped Via: UPS Ground QTY ITEM DESCRIPTION /MFG. PART NUMBER UNIT PRICE EXT. PRICE 1 140639 CISCO 1720 MODULAR ROUTER CIS- CISC01720 Subtotal 1,050.00 Sales Tax .00 Freight 18.91 Total 1,068.91 Ship To: Bill To: CITY OF STILLWATER ROSE HOLMAN 216 4TH ST N 216 4TH ST N . ROSE HOLMAN STILLWATER MN 55082 -4807 STILLWATER MN 55082 -4807 If you find any discrepancies or I can be of further assistance, please feel free to contact me. CHARLIE BROWN 267924 CISCO 1700 SNGL PORT ENET CIS- WIC -1ENET Direct line: 8778372707 Fax Number: 8474198634 E -Mail: charbro @cdwg.com Click here to purchase, amend or view this quote via your CDWG @work extranet: http: /www.cdwg.com /r. asp ?n = 27145 &cdwquotenumber= KT 32661 835.00 835.00 215.00 215.00 • • Department: MIS Submitted by: Rose Holman STAFF REQUEST ITEM DESCRIPTION OF REQUEST (Briefly outline what the request is) Purchase of firewall for the St. Croix Valley Recreation Center. FINANCIAL IMPACT (Briefly outline the costs, if any, that are associated with this request and the proposed source of the funds needed to fund the request) Total cost of this request is $1001.52 plus tax. There is money for this in the 2003 capital outlay budget. ADDITIONAL INFORMATION ATTACHED Yes X No ALL COUNCIL REQUEST ITEMS MUST BE SUBMITTED TO THE CITY CLERK • A MINIMUM OF FIVE WORKING DAYS PRIOR TO THE NEXT REGULARLY SCHEDULED COUNCIL MEETING IN ORDER TO BE PLACED IN THE COUNCIL MATERIAL PACKET. Date: 9/2/03 Date: 09/02/03 Rose Holman From: charbro @cdwg.com Sent: Tuesday, September 02, 2003 8:24 AM To: Rose Holman Subject: CDW -G Quote KT32501 here is the first one. cb This e -mail best viewed in a fixed font such as Courier. ROSE HOLMAN Thank you for choosing CDW -G for your computing needs. Following are the details of your quote. Quote Date: : 9/02/2003 Quote Number: KT32501 P.O. Number: KT32501 Customer #: 5160430 QUOTE Payment Terms: MasterCard /Visa Govt Shipped Via: UPS Ground QTY ITEM DESCRIPTION /MFG. PART NUMBER UNIT PRICE EXT. PRICE 1 415245 WATCHGUARD FIREBOX SOHO 6TC 50 USER WTG- WG006015 1 344311 WATCHGUARD MOBILE 5U VPN SOHO /SOHOTC 145.00 145.00 WTG- WG2595 Subtotal 805.00 Sales Tax .00 Freight 17.24 Total 822.24 Ship To: CITY OF STILLWATER 216 4TH ST N ROSE HOLMAN STILLWATER MN 55082 -4807 Recommended items for WATCHGUARD FIREBOX SOHO 6TC 50 U. R 207492 WATCHGUARD 1YR RENWL SOHO LIVSECURTY WTG- WG7520 89.77 277946 WATCHGUARD SOHO LIVESECURITY 2YR REN WTG- WG7522 179.28 Bill To: ROSE HOLMAN 216 4TH ST N STILLWATER MN 55082 -48 If you find any discrepancies or I can be of further assistance, please feel free to contact me. CHARLIE BROWN Direct line: 8778372707 Fax Number: 8474198634 1 660.00 660.00 • • 4 0 0 6Aciae . a CTTY OF STILLWATER, TIRES PLUS IS HAVING AN EVENT TENT SAL E FROM SEPTEMBER 188 THROUGH at& t,ICMBER 21 2003. I AM ASKI1 THE CITY FOR PERMISSION TO PUT UP A TENT ON SEPTEMBER 20 ANI: IT WILL BE TAKEN DOWN ON or.r. x DER 22 . THE TENT WILL BE PLAC:II !a3 IN THE SAME SPACE AS rr WAS IN MAY. THE SOUTH SIDE OF THE STOIC E ON CRASS. YOUR RESPONSE IS APPRECIATED, MATT FLORY STORE MANAGER STILLWATER TIRES PLUS 14304 60 STREET NORTH STILLWATER, MN 55082 LIST OF BILLS EXHIBIT " A" TO RESOLUTION #2003- 180 Ancom Technical Center AT & T AT & T Wireless Bayport, City of Brine's Market Carquest Cates, Jennifer CDW -G Century College Century Power Equipment Clarey's Safety Equipment Coca Cola Comcast Cottagewood Partners, Inc. DARE America Dell Computer Ebner, Colleen Church of St. Michael Emergency Apparatus Fed Ex Firehouse Magazine Force America Friede, Matt Frontline Plus Fire & Rescue • Galles Corporation Hillyard Hi -Tech Signs Integra Telecom I/O Solutions Johnny's TV Kath Fuel Oil Service Ke, Olivia Knauss, Chantell Kremer Spring Alignment Krongard, Leslie Lake Management LMC Insurance Legislative Associates Magnuson Law Firm McLeod USA Menards Metro Fire MN Dept of Agriculture Municipal Code Corporation Nestle Ice Cream Newman Traffic Signs Nextel Office Depot PC Solutions • Pennella, Tristan PM! Computer Supplies Repair Radios, Pagers Telephones Cell Phones Lumberjack Police Assistance Bag Lunches Budget Meeting Repair Supplies Park Refund Computer, Sony 1CDMS Training Contract Filters, Fuel Cap Class A Foam Concession Supplies Cable Grading Escrow Refund DARE Supplies Precision 340 Workstation Park Refund Annual Pump Testing Freight Subscription Equipment Repair Supplies Park Deposit Refund Hi - Combat Hose Can Liners Cleaning Chemicals Dasher Ads Telephones Firefighter Tests Digital Camera Shop Lubricants Refund Duplicate Credit Card Parking Reimburse Expenses Intl Truck Spring, Pins and Bolts Repair Heater 60% First Treatment Lakeshore Property Insurance Deductible Legislative Service Aug 2003 Professional Services Telephones Repair Supplies Equipment Repair Agricultural Investigation & Cleanup Supplement Pges Concession Supplies Sign Material Cell Phones Office Supplies Maintenance Contract Hockey Refund Toner Cartridge 284.07 23.66 539.64 234.48 71.05 248.75 50.00 1,181.77 1,335.00 51.39 625.00 791.10 78.25 3,000.00 509.92 1,828.06 100.00 2,372.22 32.46 30.00 47.02 50.00 447.00 197.58 448.22 300.00 925.47 248.00 607.03 290.21 5.00 339.69 428.67 65.00 812.04 500.00 2,916.67 11,151.75 176.13 263.81 713.61 101.65 609.29 86.88 405.07 240.37 132.68 143.00 100.00 203.25 EXHIBIT " A" TO RESOLUTION #2003- 180 Page 2 Ray O'Herron Co., Inc. Reynolds, Karen Rogness, Kyle Rose Floral Russell, Steve RW Kirchner & Associates Stillwater Ford St. Croix Recreation Co. Satnas, Kristy S & T Office Products, Inc. Sentry Systmes, Inc. Stillwater Gazette Stillwater Motors Stillwater Towing Sysco TA Schifsky & Sons Tollefsbol, Mark United Rentals Wally Carlson & Son Walmart Washington County Transportation Waste Management Wrap & Ship Yocum Oil Co. Zarnoth Brush Works Adopted by the City Council this 2nd Day of September, 2003 Helmets Hockey Refund Landscape Escrow Plants Pictures Processed Appraisals Sutherland Condemnation Maintenance Agreement Vehicles Picnic Tables Hockey Refund Office Supplies Security Contract Publication Handle Towing Concession Supplies Asphalt Hockey Refund Batteries Diesel Fuel for Genset Supplies Traffic Services, Brush & Weed Control Garbage Waivers Freight Fuel Broom Refills 651.12 100.00 1,535.00 62.24 77.12 1,100.00 10,000.00 1,203.93 100.00 53.77 107.67 52.41 34.69 239.64 736.18 744.21 135.00 100.87 558.06 249.98 5,863.39 40.62 115.06 1,245.13 734.85 • • • • • Printed on Recycled Paper WC 2105 August 20, 2003 Ms. Chantell Knauss Director of Administration City of Stillwater 216 North Fourth Street Stillwater, MN 55082 Dear Ms. Knauss: WASHINGTON COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT GOVERNMENT CENTER 14949 62ND STREET NORTH • P. O. BOX 6 • STILLWATER, MINNESOTA 55082 -0006 Office: (651) 430 -6655 • TTY (651) 430 -6000 • Facsimile Machine: (651) 430 -6730 Enclosed is your 2003 Memorandum of Agreement for Curbside Recycling Grant Distribution. Please sign the Agreement and return it to this office no later than September 25, 2003. Again this year, Section 3 of the Agreement requires that all solid waste generated by city /township government activities (including city /town halls, public works buildings, parks, etc.) is to be delivered to the Ramsey /Washington County Resource Recovery Facility in Newport for disposal. Please submit documentation , such as a letter from your waste hauler or an excerpt from your waste ordinance, which indicates that your city /township waste is delivered to the Resource Recovery Facility in Newport. If your solid waste is not being delivered to Newport, describe your plans for complying with this provision. After the Agreement has been executed by the County, a copy of the Agreement and your curbside recycling grant funds will be sent to you. Please give me a call me at (651) 430 -6685 if you have any questions regarding the Agreement. Sincerely, Gary Bruns Senior Environmental Specialist EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION Mary L. McGlothlin Director Lowell Johnson Deputy Director 2003 MEMORANDUM OF AGREEMENT FOR CURBSIDE RECYCLING GRANT DISTRIBUTION THIS AGREEMENT made and entered into by and between the County of Washington, hereinafter referred to as the "County ", and the City of Stillwater, hereinafter referred to as the "Grantee ". WHEREAS, the County desires to encourage and support residential recycling to reduce the County's reliance on solid waste disposal facilities, and WHEREAS, the Washington County Board of Commissioners has budgeted money for 2003 to be used to further develop recycling service in the County. 1. Term: NOW, THEREFORE, the parties hereto agree as follows: The term of the Agreement shall be from the date this Agreement is approved by the County to December 31, 2003. 2. The County's Obligations: a. The County will pay the Grantee the amount of $56713.00 which is to be used for curbside recycling program expenses. b. Indemnify and hold the Grantee harmless from any claims, suits, or damages arising out of any act or omission of the County, its officers, employees, or agents in the performance of the services provided for by this Agreement. 3. The Grantee's Obligations: a. The Grantee will sign a contract with a Recycling Contractor which specifies the responsibilities of each party and the rate of payment for curbside recycling services as provided by the Contractor. b. The Grantee agrees to follow their 2003 Curbside Recycling Grant Application. c. The Grantee will use all recycling grant money received in 2003 as a result of this Agreement, for recycling services and public education related to recycling. If all recycling funds are not used within the grant period, the Grantee must submit a plan to the County by December 15, 2003, which indicates how the funds will be used the • following year. d. The Grantee shall sign and return this Agreement to the County by September 20, 2003. Failure to do so will result in loss of grant funds. e. The Grantee will prepare and submit an annual recycling report to the County. The report shall cover the period from January 1 to December 31, 2003 shall be due by January 31, 2004. The annual report will be made on a form provided by the County. f. The Grantee should organize a recycling committee which will assist in monitoring the curbside recycling program and provide direction on additional public education activities and other program needs. g. Pursuant to Minnesota Statutes 115A.46 and 115A.471, all waste generated by city /township government activities (including city /town halls, public works buildings, parks etc.) shall be delivered to the Ramsey /Washington County Resource Recovery Facility in Newport for disposal. Failure to comply with this provision shall constitute a breach of this Grant Agreement. 4. Indemnification and Insurance: a. The Grantee agrees it will defend, indemnify and hold harmless the County, its officers and employees against any and all liability, loss, costs, damages and expenses which the County, its officers or employees may after sustain, incur, or be required to pay arising out of the Grantee's performance or failure to adequately perform its obligations pursuant to this Agreement. b. The Grantee will require in the contract with their Recycling Contractor that the Contractor will indemnify and hold the County and its officers, employees, and agents harmless from any claims, suits or damages arising out of any act or omission of the Contractor, its officers, agents or volunteer workers in the performance of the services provided for by this Agreement. c. The Grantee further agrees that in order to protect itself as well as the County under the indemnity provision set forth above, it will at all times during the term of this Agreement keep in force. 1. General liability insurance in the amounts of $300,000.00 for bodily injury or property damage to any one person and $1,000,000.00 for total injuries or damages arising from any one incident as required by the County. 2. Any policy obtained and maintained under this clause shall provide that it shall not be canceled, materially changed, or not renewed without thirty (30) days prior notice thereof to the County. • A Certificate of Insurance evidencing this coverage must be provided to the -2- 5. Data Practices: 7. Independent Contractor: 8. Nondiscrimination: County before this Agreement is effective. d. The Grantee agrees that in the contract with their Recycling Contractor, it will require the Contractor at all times during the course of the contract to have and keep in force a general liability policy insuring itself at a level not less than the liability limits set • forth above and to provide Certificates of Insurance to the Grantee and County. All data collected, created, received, maintained, or disseminated for any purposes by the activities of Grantee because of this Agreement is governed by the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as amended, the Minnesota Rules implementing such Act now in force or as adopted, as well as Federal regulations on data privacy. 6. Records Availability and Retention: Pursuant to Minnesota Statute 16C.05, Subd. 5, the Grantee agrees that the County, the State Auditor, or any of their duly authorized representatives at any time during normal business hours and as often as they may reasonably deem necessary, shall have access to and the right to examine, audit, excerpt, and transcribe any books, documents, papers, records, etc. which are pertinent to the accounting practices and procedures of the Grantee and involve transactions relating to this Agreement. Grantee agrees to maintain these records for a period of three (3) years from the date of termination of this Agreement. Nothing contained in this Agreement is intended or should be construed as creating the relationship of co- partners or joint ventures with the County. No tenure or any rights or benefits, including Worker's Compensation, Unemployment Insurance, medical care, sick leave, vacation leave, severance pay, PERA, or other benefits available to County employees, shall accrue to the Grantee or employees of the Grantee performing services under this Agreement. During the performance of this Agreement, the Grantee agrees to the following: No person shall, on the grounds of race, color, religion, age, sex, disability, marital status, public assistance status, criminal record, creed or national origin, be excluded from full employment rights in, participation in, be denied the benefits of, or be otherwise subjected to discrimination under any and all applicable Federal and State Laws against discrimination. -3- • • 9. Noncompliance by Grantee: If the County finds that there has been a failure to comply with the provisions of this Agreement, the County may terminate the Agreement at any time following seven (7) days written notice to the Grantee and upon failure of the Grantee to cure the default within the seven day period. The County will require the Grantee to repay the grant funds in full or in a portion determined by the County. Nothing herein shall be construed so as to limit the County's legal remedies to recover grant funds. 10. Termination: This Agreement may be canceled by either party upon thirty (30) days written notice. Notice to the Cities shall be mailed to the City Administrator or to the City Clerk if there is no Administrator. Notice to Townships shall be mailed to the Township Clerk. Notice shall be sent to the official business address of the City or Township. Notice to the County shall be mailed to: Department of Public Health and Environment, 14949 62nd Street N, PO Box 6, Stillwater, MN 55082 -0006. 11. Merger and Modification: a. It is understood and agreed that the entire Agreement between the parties is contained here and that this Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter. All items referred to in this Agreement are incorporated or attached and are deemed to be part of this Agreement. b. Any material alterations, variations, modifications, or waivers of provisions of this Agreement shall be valid only when they have been reduced to writing as an Amendment and signed by the parties. IN WITNESS WHEREOF, the parties have executed this Agreement on the dates indicated • below. GRANTEE BY TITLE DATE FEDERAL ID # -5- WASHINGTON COUNTY BY DATE BY DATE Chair, Washington County Board of Commissioners James R. Schug County Administrator Recommended for action: BY Mary McGlothlin, Director Department of Public Health and Environment DATE APPROVED AS TO FORM BY Ass't. 4Vash7gton Co. Attorney DATE • • • INSURED A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE I OCCUR WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPHIFTOR/PARTNER/CXCCUTNE OFFICER/MEMHI;H FXCLUDCDT II yynns, describe under SPFCIAI. PROVISIONS below OTHER GEN'L AGGREGATE LIMIT APPLIES PER: .. IPOI ICY n I LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS GARAGI_ LIADIUTY ANY AUTO EXCESS/UMBRELLA LIABILITY n OCCUK [ 1 CLAIMS MADE CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDf 07/22/2003 03 MCGARRY - KEARNEY AGENCY, INC 243 S MAIN STREET STILLWATER, MN 55082 CITY OF STILLWATER CITY HALL 216 NORTH FOURTH STREET STILLWATER, MN 55082 DEDUCTIDLE HFTFNTION S DESCRIPTION OF OPERATIONS LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS CERTIFICATE HOLDER COUNTY OF WASHINGTON DEPT OF PUBLIC HEALTH ENVIROMENT & LAND USE DIVISION WASHINGTON COUNTY GOVERNMENT CTR STILLWATER, MN 55082 ACORD 25 (2001/08) t :ZI CO, ZZ "L0 aWIl Xcl 09E9 : 6C' I99:NOIRail CMC23672 01/01/03 01/01/04 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: .LEAGUE_OF MINNESOTA GITIES,. INSURER Bt INSURER C' INSURER 0 INSUREN E; COVERAGES me POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVC FOR THE POLICY PERIOD INDICATED- NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WI-IICI I THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES_ AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD I POLICY FFFEGTIV POLICY EXPIRATION LIMITS LTR INSRn TYPE (lf INSIIRANrF POLICY NUMRFR RATE IMMIDDITYI DATE IMrl(I(�nMYl - _ _ _ AUTHORIZED REPRESENTA EACI 1 OCCURRENCE .S 1.000.000 DAMA(;f 10 HHNI - _ 6 - f REMISE, IEAnxumncn) S __ 5 50,000_ M F D FXP(Any rem person) S 1,000 . I'ERSONAI, F.'ADV INJURY, 5 1.000,000 GENE- ALACCREGATE PRODUCTS - COMP /OPAGG_ S 1.000.000 COMRINFO SINGLE LIMIT (te PCUdont) DODILY INJURY (Per Ixre00) BODILY INJURY (Per accir1nn1) rROI'EK IY DAMAGE (Per accident) AUTO ONLY - EA ACCT DINT OTHER THAN EA ACC AUTO ONLY; , AGG EACH OCCURRENCE AGGRFGATC $ WCSTAIU- I (0TH. TO RYLIMLT! ER E.L. EACH ACCIDENT EL. DISEASE- FA EMPLOYEE S E.LDISEASt - POLICY LIMIT , S NAIC # CANCELLATION . SHOULD ANY Of THE ABOVE DESCRIBED POLICiMS BE CANCELLED BEFORE THE EXF :R;.;" '_.- DATE THEREOF, THE ISSUING INSURER 'WILL ENDEAVOR TO MAIL _ .. DAYS Yi =- NOTICE TO THE CERTIFICATE HOLDS ED TO THE LEFT, BUT FAILURE TO DO SO _;: . REPRESENTATIVES: OF ANY KIND UPO THE INSURER, IT9 AQENTS C 1 IMPOSE NO OBLIGATION OR LI ®A RD CORPORATION 1988 2'd OSE9- SEE' -TS9 Roue2y Rou,ae'eA-R.a.aejow d9S :2T co 22 Inc i ATlEST: Diane F. Ward, City Clerk RESOLUTION 2003 -181 APPROVING 2003 MEMORANDUM OF AGREEMENT FOR CURBSIDE RECYCLING GRANT DISTRIBUTION WITH WASHINGTON COUNTY BE IT RESOLVED by the City Council of the City of Stillwater, Minnesota that the 2003 Memorandum of Agreement for Curbside Recycling Grant Distribution with Washington County is approved. The term of the Agreement shall be from the date the Agreement is approved by the County to December 31, 2003. Adopted by the Council this 2 nd day of September 2003. Jay Kimble, Mayor • • • • Department: MIS DESCRIPTION OF REQUEST (Briefly outline what the request is) Purchase of maintenance agreements on the high speed printer in Finance and the Color Copier /Printer on 3 Floor. FINANCIAL IMPACT (Briefly outline the costs, if any, that are associated with this request and the proposed source of the funds needed to fund the request) Total cost is $2188.00 plus tax. Money for this item was budget for in the 2003 budget. • ADDITIONAL INFORMATION ATTACHED Yes X No ALL COUNCIL REQUEST ITEMS MUST BE SUBMITTED TO THE CITY CLERK A MINIMUM OF FIVE WORKING DAYS PRIOR TO THE NEXT REGULARLY SCHEDULED COUNCIL MEETING IN ORDER TO BE PLACED IN THE • COUNCIL MATERIAL PACKET. Submitted by: Rose Holman STAFF REQUEST ITEM Date: 8/29/2003 Date: 8/29/03 hp supportpack and carepaq services Page 1 of 1 - contract summary » return to original page J Ik Y d h ! • The table below is a list of your expired and active HP Supportpack or CarePag Service. To view the details of each contract, click the details /configure icon ([ +]) in the far right -hand column. Renew your support agreement by checking the appropriate box in the renew column. The subtotal price will be calculated and displayed. Then click the checkout button to complete your order. You may also view your agreement information without renewing. Just click logout in the left -hand navigation bar to end the session. expires soon (service agreements expiring within 120 days) contract# hardware location 806465/2 216 N First St St 806465/1 216 N First St St *Applicable sales tax will be calculated at checkout. start date end date price renew 10/8/02 10/7/03 $1,769.00 [r 10/8/02 10/7/03 $419.00 subtotal price: 1$2,188.00 If you need assistance, please email Customer Service or call toll -free 866 - 776 -2169. Note: You must have the serial numbers(s) to all your products in order to complete the checkout process. Click here for information on how to locate your serial number or model number. privacy statement usina this site means you accept its terms O 1994 -2003 Hewlett- Packard Company details! configure [ +1 [ + ] k Gut Security Info https: / /www.hpexpress- services. com/contract/application ?page = contract. j sp &action = link(... 8/22/2003 • • • Department: MIS DESCRIPTION OF REQUEST (Briefly outline what the request is) Purchase of a HP Laserjet 8150 for the Engineering Department. This is to replace an old printer that is no longer functioning. • FINANCIAL IMPACT (Briefly outline the costs, if any, that are associated with this request and the proposed source of the funds needed to fund the request) Total cost is $1969.00 plus tax. Money for this item was budgeted for in the 2003 budget. ADDITIONAL INFORMATION ATTACHED Yes X No ALL COUNCIL REQUEST ITEMS MUST BE SUBMITTED TO THE CITY CLERK A MINIMUM OF FIVE WORKING DAYS PRIOR TO THE NEXT REGULARLY • SCHEDULED COUNCIL MEETING IN ORDER TO BE PLACED IN THE COUNCIL MATERIAL PACKET. Submitted by: Rose Holman STAFF REQUEST ITEM Date: 8/29/2003 Date: 8/29/03 Rose Holman From: charbro @cdwg.com Sent: Monday, August 11, 2003 2:09 PM To: Rose Holman Subject: CDW -G Quote KM39346 here is the quote. cb This e -mail best viewed in a fixed font such as Courier. ROSE HOLMAN Thank you for choosing CDW -G for your computing needs. Following are the details of your quote. Quote Date: 8/08/2003 Quote Number: KM39346 P.O. Number: KM39346 QUOTE Customer #: 5160430 Payment Terms: MasterCard /Visa Govt Shipped Via: EAGLE - Deferred, 6 -10 Days QTY ITEM DESCRIPTION /MFG. PART NUMBER UNIT PRICE EXT. PRICE 1 244051 HP LJ 8150 32PPM 500 SHT H- P- C4265A #ABA Subtotal 1,969.00 Sales Tax .00 Freight 88.17 Total 2,057.17 Ship To: CITY OF STILLWATER 216 4TH ST N ROSE HOLMAN STILLWATER MN 55082 -4807 CHARLIE BROWN 1969.00 Direct line: 8778372707 Fax Number: 8474198634 E -Mail: charbro @cdwg.com Bill To: ROSE HOLMAN 216 4TH ST N STILLWATER MN 55082-4807 If you find any discrepancies or I can be of further assistance, please feel free to contact me. Click here to purchase, amend or view this quote via your CDWG @work extranet: http: /www.cdwg.com /r. asp ?n= 27145 &cdwquotenumber = KM39346 Please note that you will need a user name and password for our site in order to log on to your CDWG @work extranet. Need one? Get one at: http: / /www.cdwg.com /eaccount 1969.00 • Memo • DATE: August 25, 2003 TO: Mayor and City Council FROM: Sharon Harrison. Asst. Finance Dire o RE: Fund Closing BACKGROUND RECOMMENDATION On February 4, 2003, the City Council authorized the call of the General Obligation Improvement Bonds, Series 1994B. The bonds were called on March 13, 2003. Due to the bond call on March 15, 2003, the debt service fund needs to be closed and the remaining fund balance of $67,175.45 needs to be transferred. Staff recommends closing fund #335, General Obligation Improvement Bonds, Series 1994B to fund #490, Capital Projects Fund. ACTION REQUIRED If Council accepts the staff recommendation they should adopt a resolution outlining the above action. WHEREAS, On February 4, 2003, the City Council authorized the call of the General Obligation Improvement Bonds, Series 1994B; and WHEREAS, the bonds were called on March 13, 2003; and WHEREAS, the debt service fund needs to be closed and the remaining fund balance of $67,175.45 needs to be transferred. NOW THEREFORE, BE IT RESOLVED by the Stillwater City Council, Council authorizes the closing of fund #335, General Obligation Improvement Bonds, Series 1994E to fund #490, Capital Projects Fund. Adopted by the Stillwater City Council this 2 day of September 2003. ATTEST: Diane F. Ward, City Clerk RESOLUTION 2003- AUTHORIZING CLOSING OF FUND Jay L Kimble, Mayor • • • • REQUEST FOR INSTALLATION OF BANNER 1. APPLICANT _ 2. ORGANIZATION (241/014e'l 3. ADDRESS TELEPHONE 4. ACTIVITY BEING PROMOTED BY PROPOSED BANNERS: 5. BANNER LOCATION REQUESTED: 7. Main Street at Olive Street (Mad Capper)* North Main Street - 100 Block (Kolliners)* Chestnut Street at Union Alley (Firstar Bank). *MnDOT APPROVAL REQUIRED FOR MAIN STREET LOCATIONS DATES TO BE DISPLAYED: COMPANY INSTALLING BANNER: Address FORIOFFICE USE ONLY n City Date: ❑ MnDOT 661 c3 �, �� - �® 3 J - Date: (Required for Main Street Locations) Installer verification Date: OF MINNESOTA - Oo )-60 7: Phone BANNER REQUIREMENTS ATTACHED CITY HALL: 216 NORTH FOURTH STILLWATER, MINNESOTA 55082 PHONE: 612- 439 -6121 • Memo • The Planning Commission held a public hearing on the request on August 11, 2003 and approved the variance on a 6 -0 vote. • To: Mayor and City Council From: Steve Russell, Community Development Director Date: August 25, 2003 Subject: Variance to the Subdivision Lot Size Requirements for Subdividing Two Standard Lots into Three Substandard Lots located at 1502 and 1508 West Olive Street. Case No. SUB /03 -74 A request for rezoning and subdivision of this site was previously heard by the City Council and referred to the Planning Commission for additional study, review and recommendation. The Planning Commission reviewed neighborhood character and surrounding area land use and zoning and felt the RA, Single Family zoning was appropriate for the area and that the smaller lot size, similar to other smaller lots in the area, would not negatively impact the adjacent properties or neighborhood. Recommendation: Action on request Attachment: Application, staff report and minutes of August 11, 2003. THE BIRTHPLACE OF MINNESOTA NOTICE OF PUBLIC HEARING SUBDIVISION AND VARIANCE r Notice is hereby given that the City Council of the City of Stillwater, Minnesota, will meet on Tuesday, September 2, 2003, at 7 p.m. in the Council Chambers at Stillwater City Hall, 216 North Fourth Street, to consider a request from Jeff Melstrom and Tom Larson for a variance to the lot size regulations (10,000 square feet required, 7,500 square feet requested) for the subdivision of two standard lots into three substandard lots located 1502 and 1508 West Olive Street in the RA, Single Family Residential District. Case No. SUB /V/03 -74. All persons wishing to be heard with reference to this request will be heard at this meeting. Publish: August 22, 2003 Steve Russell Community Development Director CITY HALL: 216 NORTH FOURTH STILLWATER, MINNESOTA 55082 PHONE: 651 - 430 -8800 • • • City of Stillwater Planning Commission August 11, 2003 After discussion, Mr. Ranum noted the Commission should not be involved _ in the internal procedures and neighborhood covenants. He said a visual inspection the house appears to meet the front yard setback requirement and the request would have minimal impact. Mr. Turnquist, seconded by Mr. Ranum, moved approval _ as conditioned. Motion passed unanimously. Case No. SUP /03 -76 A special use permit for wall murals for Len's Grocery at 101 N. Owens St. in the RB, Two Family Residential District. Kris Rumpsa, Kenya Designs, applicant. Ms. Rumpsa was present. She stated she understood that due to the City's sign ordinance, the mural cannot use "Len's" on the east side of the building. The mural(s) will have a community theme. She provided a probable color scheme. She said the request also includes a proposal to redo the existing front signage, with a wooden sign and goose -neck lighting; she said she is still trying to convince the business owner to go ahead with that part of the plan. Ms. Fitzgerald noted the plan had been approved by the Heritage Preservation Commission. Mr. Middleton moved approval as conditioned, with the additional condition that the mural/new front sign conform to all sign ordinances. Mr. Ranum seconded the motion. Motion passed 5 -1, with Mr. Peroceschi voting no, saying he was uncomfortable with the proposed color scheme. (Mr. Junker was not present for this discussion/vote.) Case No. SUB/V /03 -74 A variance to the lot size regulations (10,000 square feet required, 7,500 requested) for the subdivision of two standards lots into three substandard lots at 1502 and 1508 W. Olive St. in the RA, Single Family Residential District. Jeff Melstrom and Tom Larson, applicants. The applicants were present. Mr. Middleton briefly reviewed the previous discussion of this request, noting the Commission, after much discussion, was of the opinion it would be better to grant this variance than to spot zone or rezone an entire area; he noted there are a number of substandard lots in the vicinity. Mr. Ranum asked abut runoff issues; it was noted those issues would be addressed when building permits are requested. Mr. Ranum also asked about setback issues. Ms. Fitzgerald noted the required front yard setback is the same for 10,000 - square -foot lots and 7,500- square -foot lots; the side yard setback for properties of 7,500 square feet is 10 percent of the property's square footage. • Mr. Middleton moved approval of the subdivision/variance. Mr. Turnquist seconded the motion; motion unanimously. Memo To: Planning Commission From: Steve Russell, Community Development Director Date: July 31, 2003 Subject: Subdivision Request with a Variance to the Lot Size Requirement at 1502 and 1508 West Olive Street. Case No. SUB/V /03 -74 Background. The request is to subdivide two standard lots of 11,500 square feet and 12,275 square feet into three substandard Tots of 7,500 square feet (new lot), 7,750 and 8,525 square feet (existing lots). The existing lots are currently occupied by single family residences The subject of the subdivision has previously been consider by the Planning Commission (May 12, 2003) and Council (June 2, 2003). From the previous review, it was decided that the request is consistent with the development pattern of the area and would not result in a change in neighborhood character. Recommendation: Denial Findings: The lot size does not meet zoning lot size standards. Attachments: Application If approved. Findings. The subdivision would not impact the single family residential character of the neighborhood and be consistent with the single family land use designation of the area. CPC Action on 8/11/03: +6 -0 approval • • • • COMMUNITY DEVELOPMENT DEPARTMENT • LANNING ADMINISTR,.,JION APPLICATION FORM CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER MN 55082 The fees for requested action are attached to this application. *An escrow fee is also required to offset the costs of attorney and engineering fees. The applicant is responsible for the completeness and accuracy of all forms and supporting material submitted in connection with any application. All supporting material (I e., photos, sketches, etc,) submitted with application becomes the property of the City of Stillwater. Sixteen (16) copies of supporting material is required. If application is submitted to the City Council, twelve (12) copies of supporting material is required. A site plan is required with applications. Any incomplete application or supporting material will delay the application process. PROPERTY IDENTIFICATION 75 iy Address of Project 15 Lie ,/ 151) S f ' ! . 0 ri of Sf Assessor's Parcel No. /.5Z' — D 0 /1 w (GEO ode) Zoning District Signature (Signature is required) Lot Size (dimensions) x Land Area Height of Buildings: Stories Feet Principal Accessory . H: \mcnamara\sheila \PLANAPP.FRM X. Description of Project 6 ui i (Zia n "I hereby state the foregoing statements and all data, information and evidence submitted herewith in all respects, to the best of my knowledge and belief, to be true and correct. I further certify I will comply wit the permit if it issirante d used. Property Owner 1., C 15(- L , • r) t / t`' Representative Re resentative Mailing Address _3f1M - e: Mailing Address City - State - Zip -<' I 1 1 Ct ±( i � 111 Telephone Not / - -3153 6 iz 35 I -7373 May 1, 2003 City - State - Zip Telephone No. Signature SITE AND PROJECT DESCRIPTION Total Building floor area Existing Proposed Paved Impervious Area Case No: ' 7 / 4 Date Filed: / /d0 /v3 Fee Paid: M l DD Receipt No.: ACTION REQUESTED Special /Conditional Use Permit Variance Resubdivision Subdivision* Comprehensive Plan Amendment* Zoning Amendment* Planning Unit Development * Certificate of Compliance (Signature is required) square feet square feet square feet square feet No. of off - street parking spaces 15 0 a IMO 1 =ET 3 Mc 45 7 1 A 11 10 6 4) . R 1 • W 52 92 STREET 100 150 8 15911 Y 9 13 ) 9 11 17 U + 150.19 50 w 50 10 50 50 t50 50 f 00 Q m 15 6.4 (1) 8 0 o 14 *j 1501, .9 44. 2 Y•q' .....-- ......-- C _�J � = 1 4: 17 19 w 21 22 23 24 25 V 26 W ei H : � �$ a a 3 3 3 O 150.28 A $ $ 3 3 O 16 a 0 150.98 g so SO w so ix VVt K blKtt 5D so so 100 Location Map 8 50 a 8 0 8 Lu � � 12 75 48/1.2) 150.0.5 ipso 150 11 8 . 052) 150 100 50 41 2 ) a 148.98 X1001 149.94 ii" B 0 $ PLAYGROUND 1.1 ce 110 o 0070 y 71 4 tern 110 110 288.41 t @ 77 07 77 ! 77 f 90.41 0 goon) 1 I. 5 — 4 .n..^„ 3 `�� 2 1 48 54 ,,.____ - 77 n 77 50.48 • .-5. 10 9 8 7 8 S 51 2 8 8 580 80 ) t 4 ,0 2 10 ' 8t 9 10 11 t 0 3 WEST MYRTLE 50 50 50 50 50 6 5 3 2 1 2 5 8 2 8 077.) 90 90 90 .2080) *121) 00541 CSAH 5 7 6 5 4 . 3 2 1 6 5 ..-^+ 4 t, AND SEEE01 4 9 50 55 spas) 7 a ate) eoir 11 12 13 t f W i. i 8 / 11 l— LU cc 9 g r 'a � � 79 104 29 SQL �°'°) !0 121 2 CO 5o 150 t 150 VACATED WEST OAK SF3g6----ro. 150.0 R f• 1 y.c7 50 50 1 X8741 150 3 2 1 149.98 1 n B. I90 12 11 4)' 9 02028) t 0 1 R ea so 41 ?1 14j 3 don. 2 09 50 60 1-- W W 1 - '_ I— D 0 5@ R21W R2OW R19W T324 1 T31N T91N DON T2974 12020 127) - 127N R22W R2IW R2OW Vicinity Map 0 163 Scale in Feet 1IV4....:48 a•amW.m. ars. nprcsso. el land =ode as 11, MV..In r.mw wa.Mpgl Cw.7 enw. The among she. .. tad f>.1..... w..w.. Wa.l.pl9Cw47:..1 bany Bwcs Wuen2bn C..MelBwY./. Cllb P) . X 4 4. 4 5 01 85.00:b.N n.. 1_ 90 W751.20 5,w ....4 +W 25.2877 • • • • ) q 1 • ! F i F 14 1/4 li !f�w!A�A+.w�rwr.ls��i Memo • • To: Mayor and City Council From: Steve Russell, Community Development Director f Date: August 25, 2003 Subject: Subdivision Request to Combine Four Lots into One Lot of 10,647 Square Feet Located at 709 West Myrtle Street. Case No. SUB/03 -66 The request is to combine four Tots into one conforming RB, Two Family Residential District lot of 10,647 square feet. This size would allow a duplex in the district. The item was heard and recommended for approval by the Planning Commission at their meeting on August 11, 2003. Action: Decision on subdivision request Attachment: Application, staff report and minutes of August 11, 2003. 1.lwater THE BIRTHPLACE OF MINNESOTA NOTICE OF PUBLIC HEARING SUBDIVISION • Notice is hereby given that the City Council of the City of Stillwater, Minnesota, will meet on Tuesday, September 2, 2003, at 7 p.m. in the Council Chambers at Stillwater City Hall, 216 North Fourth Street, to consider a request from Nancy Green for a resubdivision to combine four lots (Lot 1: 3,397 square feet; Lot 2: 3,950 square feet; Lot 3: 1,650 square feet and Lot 4: 1,650 square feet) into one lot of 10,647 square feet located at 709 West Myrtle Street in the RB, Two Family Residential District. Case No. SUB /03 -66. All persons wishing to be heard with reference to this request will be heard at this meeting. Publish: August 22, 2003 Steve Russell Community Development Director CITY HALL: 216 NORTH FOURTH STILLWATER, MINNESOTA 55082 PHONE: 651 - 430 -8800 • • City of Stillwater Planning Commission August 11, 2003 Present: Russ Hultman, Chairperson, David Junker (7:50), David Middleton, David Peroceschi, Karl Ranum, Jerry Turnquist and Darwin Wald Others: Planner Sue Fitzgerald Absent: Robert Gag and Paul Teske Mr. Hultman called the meeting to order at 7 p.m. Mr. Wald, seconded by Mr. Turnquist, moved approval of the minutes of July 14, 2003; motion passed unanimously. Case No. SUP /03 -66 A resubdivision to combine four lots into one lot of 10,647 square feet at 709 W. Myrtle St. in the RB, Two Family Residential District. Nancy Green, applicant. (Continued from July 14, 2003, meeting.) Ms. Green was present. She explained she was requesting the resubdivision in order to get the 10,000 square foot lot she needs in order to convert the existing house to a duplex. Mr. Ranum asked if variances were necessary. Ms. Fitzgerald said the existing house meets all setback requirements. Mr. Turnquist, seconded by Mr. Wald, moved approval as conditioned. Motion passed unanimously. Case No. V/03 -71 A variance to the accessory building regulations for construction of a 28x44 detached garage at 903 4th Ave. S. in the RB, Two Family Residential District. Michael Singer and Penny Roberts, applicants. The applicants were present. Mr. Singer explained their house has no basement. Currently, they have to rent storage space. The house is situated on a 2.9 acre parcel. The proposed structure would not interfere with anyone's sight lines and the new structure would not be visible from the river, he said The only other option to get the storage space they need is to add a second story to the house, he said. Mr. Ranum said he was uncomfortable with the size of the requested building, suggesting approval might set a precedent for other applicants with large lots. Mr. Middleton said he felt there was a hardship to the applicants in that the house is built on rock and there is no basement. Mr. Middleton said there could easily be an additional garage on the property. However, he too said he was uncomfortable with the size of the requested structure, inquiring as to whether the applicants might be able to live with a new structure the size of the existing garage — 24x28. PLANNING APPLICATION REVIEW FORM CASE NO. SUB/03 -66 Planning Commission Date: August 11, 2003 Project Location: 709 West Myrtle Street Comprehensive Plan District: Two Family Residential Zoning District: RB Applicants Name: Nancy Green Type of Application: Re - subdivision Project Description: A re- subdivision to combine four Tots into one lot. Discussion: This case was continued from the July 14, 2003 so the applicant could be present. The applicant is requesting a re- subdivision to combine four Tots (Lot 1: 3397 square feet; Lot 2; 3950 square feet; Lot 3: 1650 square feet; and Lot 4: 1650 square feet) into one lot of 10,647 square feet. The intent of the applicant is to have a duplex instead of a single - family home. A minimum of 10,000 square foot lot is required by the RB Zoning District to apply for duplex house zoning status. Recommendation: Approval with conditions Conditions of Approval: 1. An easement for utilities shall be dedicated - 10 feet front and rear, 5 feet on the side property lines. Attachments: Application form, site plan, letter from applicant. CPC Action on 8- 11 -03: +6 -0 approval • • • • PLANNING ADMINIS ► -. glON APPLICATION FORD, . • 1110 COMMUNITY DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER MN 55082 - The fees for requested action are attached to this application. *An escrow fee is also required to offset the costs of attorney and engineering fees. The applicant is responsible for the completeness and accuracy of all forms and supporting material submitted in connection with any application. All supporting material (i e., photos, sketches, etc.) submitted with application becomes the property of the City of Stillwater. Sixteen (16) copies of supporting material is required. If application is submitted to the City Council, twelve (12) copies of supporting material is required. A site plan is required with applications. Any incomplete application supporting material will delay the application process. 8, o3o,, 20, 3/, : PROPERTY IDENTIFICATION 030.20.3/ C Address of Project o .- j ,.- S'�i As k a- 2. . n S r We .le sessor's Parcel No. , D 30 20 Zoning District K. Description of Project r ,c �-t (GEO Code t0000 ✓ � eb�sfate the for atem is an�� af a `�nO r matior � "I her respects, to the best of my knowledge and belief, to be true and correct. 1 further certify I will comply V the permit if it is granted and used." Property Owner /w / f}-NGY e // Mailing Address J 5 - . 2)3sL 5+. City - State - Zip S+I ((Wet4el„ . Telephone No. 4 13 5o5 Signature Lot Size (dimensions) • Land Area Height of Buildings: Stories Principal Accessory H:\mcnamara\sheiia \PI-ANAPP.FRM May 1, 2003 Feet d°27a �� ` Signature (Signature is required) Case No: -51), _ o3 _ Date Filed: / / /,t - Fee Paid: r' /,2O ' Receipt No.: 757 ` ACTION REQUESTED J Special/Conditional Use Permit Variance Resubdivision Subdivision* Comprehensive Plan Amendme Zoning Amendment* Planning Unit Development * Certificate of Compliance Representative Set. )- - 4°, Mailing Address City - State Zip Telephone No. (Signature Is required) SITE AND PROJECT DESCRIPTION Total Building floor area square feet Existing square feet Proposed square feet Paved Impervious Area square feet No. of off - street parking spaces I- D 0 0 to v 30 30 44 +/- Location Map d..-r-7 1LV 10 126 10064)12 10062) 126 1 1066) 126 10 126 12 10119) 126 1 1 u 1 (6120) 126 • 22 126 N 43 50 33 � r 46 80 l''''' v ` • (D)0 ) 10106 1 • � 2.9 4 (0 0 4 V- 10110) 3 2 I 10108) y __.,. 10107) in 33 46 80 o Q ch 1 10112) —'" 50 ..__J • J ^ 33 126 3 1011: i) 0 8 X 0114) 10117) 2 33 126 9 10116) 126 126 13 10121) 104 0 to 0 0 0 0 VACATED STRE 'T �o M c° DEDICATED STREE pOC 3265745 1C 40 4) 40 (1) 60 40 40 40 R21W R'AW RI9W R2W RIW RalW Vicinity Map 0 65 Scale in Feet M dmehe YMwY d..ad. . wln0sldb. db /1. .p. ~rs* wwbywrww 7 b Uw+YMWI..w.dbul py..w wnwprw.+r w i.wY.bgFms.. Isms Waddreks Cowry Stov.sfaeaca Pram Mg 4304W7S L ashMl.Ir. do AVM .i.tid• so*e...d. JOS 2011 My pia. Jars SO. m • 26 z 6W o az4- • - q Li/ friyKele • sati/ viettek• a. •e r - .c2. /O OOO &/7-teeA_ 4- .vAte-Le d . c,p,. -16 mod/ 69--,eierL ,�,.�t � erg- �• ��,�P aAR_ '73° .o. 3 l 0,30-2_40, 3l . oil( 030 - , , ollo 5 c5 I a r A4i l w 550 TG900Y 05 T82 ACS Tax S' -item SEARCH METHOD - NAME S Roll & Parcel Number Address R- Number & Name •, ZIP '` R 28.030.20.31.0106 R DENNIS & MARY ASP I ? q )(4 2004 709 MYRTLE ST W STILLWATER 55082 R 28.030:20.31.0110 ✓ R 2004 DENNIS & MARY ASP '7 l >41p) � � R 28.030.20.31.0111' R DENNIS & MARY ASP 6 32 2004 R 28 R . DENNIS ,& MARY ASP 2004 ( 5( Master Sear( Action ? • Memo To: Mayor and City Couhcil From: Steve Russell, Community Development Director �..� Date: August 26, 2003 Subject: Final PUD Approval for Building Sites 1 and 2, Terra Springs Development. Case No. SUB- F/03 -75 Backaround. The concept PUD approval and preliminary and final plat has previously been approved by the Council for the Terra Springs Project. This approval is the first of a three phased development schedule. The Planning Commission reviewed the final PUD request at their meeting of August 11, 2003, while the Heritage Preservation Commission reviewed project design details at their meeting of August 4, 2003. Both bodies approved the Phase I PUD • development as consistent with the concept PUD approval. Several conditions of approval were a part of the CPC and HPC approvals as listed below. Concern for off -site impacts of lighting and mechanical equipment views and noise were discussed. Conditions of approval address these concerns. Attached are the staff reports for the HPC and CPC along with minutes and application materials. Recommendation: Approval with conditions. Conditions of Approval Planning Commission: 1. Roof top mechanical equipment shall be completely enclosed from public view and not audible from surrounding areas. 2. The on- street parking adjacent to building shall be available to residences of Building 2. 3. The specific use of the commercial floor space in Building 1 shall require a special use permit to review its need and impact on parking. • 4. All conditions of approval from the HPC shall be incorporated into these conditions of approval. 5. Lighting shall be reviewed for Buildings 1 and 2 one year after occupancy or upon complaint. Conditions of Approval Heritage Preservation Commission 1. All utilities shall be completely screened from public view: 2. All lighting shall be directed away from the street and adjacent properties. Light sources shall be shielded from direct view and protected form damage by vehicles. 3. The entrance monument shall have down lighting rather than up lighting. 4. City Planner shall review and approve the Landscape Plan 5. All landscaping shall be installed before utility release or final project inspection. No project shall be phased unless approval is granted by the Planning Commission. 6. Continuous concrete curbing shall be installed to separate parking areas from landscape areas. 7. Handicapped parking spaces and signage, in compliance with State ,requirements, shall be shown on building permit plans and installed before final inspection of the project. 8. The street address of the building shall be displayed in a location conspicuous from the public street. 9. All trees required to remain on site, as indicated on the plans, shall be protected by fencing or other necessary measures shall be taken to prevent damage during construction activity. • 10. No roof equipment shall be visible to the general public. 11. All gutters, downspouts, flashings, etc. shall be painted to match the color of the adjacent surface. 12. Construction projects shall conform to the City's Noise ordinance. Construction during the dry season shall mitigate excess dust problems. 13. A sign permit shall be required for all project signs. 14. Grading and drainage plan to be approved by City Engineer before building permits are issued. 15. Sign package to be approved by the Heritage Preservation Commission, including directional signs. 16. Exterior lighting plan to be reviewed and approved by the Heritage Preservation Commission. 17. All security lights on building shall be downlit. 18. A sign permit is required for signage. 19. All exterior modifications to the approved plan are to be reviewed by Community Development Director. • • • • Memo To: Planning Commission From: Steve Russell, Community Development Director Date: July 31, 2003 Subject: Final PUD Approval for Phase I Terra Springs. Case No. PUD /03 -75 Background. The concept PUD plan and preliminary and final plat have previously been approved for the Terra Springs project. This review is the final detailed plan review to make sure the final plans are consistent with the preliminary approvals. Buildings 1 and 2 are a part of Phase I. Building 1 contains 18 residential units and 4,338 square feet of commercial space. The parking requirements for Building 1 residential use is 36 spaces and 21 for commercial use. The plan shows 38 • underground spaces for the residences and 22 surface spaces in the street to the north of the building and the parking area to the west of Building 1. There is no designated commercial parking spaces for the commercial area. The interpretive center and archeological exhibits are located in the building. This may reduce the need for parking. The use of the commercial space should be a use that is related to the project residents and be open Monday- Friday to mitigate use parking demand. Building 2 has 40 residential units 4 - One bedroom, 32 - Two bedroom and 4 - three bedroom. The garage plan shows 65 parking spaces. The site plan shows 29 on- street spaces around the building. The parking requirement is two spaces per unit or 80 spaces. The total, the garage 65+ surface 29 or 94 satisfies the parking requirement so long as on- street spaces are available to residential units and not limited to guests. At least 15 surface spaces should be available for residential use and unrestricted. Since the streets are private streets, the parking can be controlled by the developer /owner. The Heritage Preservation Commission is reviewing building materials, landscaping, lighting and signage and any conditions of their review on August 4, 2003 should be made a part of the approval. The roof plans show roof top air conditioning units. More information and study needs to be provided to ensure that the units do not visually or acoustically impact • surrounding residences. A condition of approval is provided to address this issue (the developer previously indicated the air conditioning units would be enclosed under the roof). Recommendation: Approval Attachments: Application and plans Conditions of Approval: 1. Roof top mechanical equipment shall be completely enclosed from public view and not audible from surrounding areas. 2. The on- street parking adjacent to building shall be available to residences of Building 2. 3. The specific use of the commercial floor space in Building 1 shall require a special use permit to review its need and impact on parking. 4. All conditions of approval from the HPC shall be incorporated into these conditions of approval. 5. Lighting shall be reviewed for Buildings 1 and 2 one year after occupancy or upon complaint. CPC Action on 8/11/03: +6 -0 approval • • • • City of Stillwater Planning Commission August 11, 2003 • Case No. PUD /03 -75 Final PUD approval for Phase I of Terra Springs Development, including Site 1 (Building I) and Site 2 (Building 2) containing 18 and 40 residential units, respectively, at 608 N. Main St. in the CBD, Central Business.District. Terra Springs, LLC, applicant. Present were Brian Sweeney of Frauenshuh Sweeney, developers, and Jack Buxell, architect. Also present were Suki Thomsen and Larry Lappi, residents of North Broadway. Mr. Sweeney said they are basically on track, with buildings 1 and 2 in the working phase and building 4 in the design phase. Plans have been reviewed by the Heritage Preservation Commission, and the developer is working with a subcommittee of the HPC on details for an interpretive trail on the site, as well as a possible interpretive center at the archeologically significant area. Mr. Buxell reviewed site plans and elevations. Building 1 will include retail space. He said on- site parking, 513 total spaces, should be adequate to meet the needs of the retail space on a daily basis. In addition to parking, he reviewed the proposed five levels of lighting, including low wattage enhancement lighting of the wall. The wall lighting will be cut off at the top of the wall, and the light source will not be visible, he said. Mr. Buxell also reviewed plans for placement of building mechanicals. On Building 1, some units will be placed behind the roof parapet and some will be on the ground; all will be screened from view. However, due to height issues, some of the units on Building 2 can't be completely hidden from view. Mr. Ranum began the discussion by saying he was concerned about the proposed lighting, especially the "ambiance" issues. Mr. Peroceschi asked if that lighting could be placed on a timer, with a 10 or 11 p.m. shut off time. Mr. Buxell again assured Commissioners that the light source would not be visible and with 100 or 60 watt fixtures would not "shine in the face" of nearby residents. Ms. Thomsen asked why the lighting could not be turned off at 11 p.m. if it's just for ambiance; Mr. Buxell responded that the lighting is not just for ambiance, it's also for security reasons. He said cut -off fixtures would be used. "We're trying to be very careful," he said. Mr. Ranum suggested having lighting reviewed upon complaint. Ms. Thomsen and Mr. Lappi said they liked have the option of revisiting the issue if there is a problem, even if the problem is just one or two lights. Ms. Thomsen said height is her biggest concern. Mr. Lappi asked about the actual height of Building 1. Mr. Buxell said it is about 47' from the terrace elevation to the peak of the roof, 61' feet to the top of the tower element. Ordinance is 50' from grade level to the mid -grade of a pitched roof, he noted. City of Stillwater Planning Commission August 11, 2003 Much of the discussion centered on the mechanicals on Building 2. Ms. Fitzgerald noted the roof top mechanicals are of concern to staff. Mr. Sweeney said flat roofs had been considered. However, he said that option was dismissed due to aesthetics. There was discussion of several possibilities of screening the mechanicals — pushing the recess back, covering the units with arbors or other screening materials. , Ms. Thomsen said the mechanicals will be visible no matter what is done with screening. As long as the units are painted to match the building, that is not an issue with her, she said. Noise and lighting are issues, she stated. Mr. Middleton suggested changing condition of approval No. 1 to include that the roof top mechanical equipment be enclosed or screened from public view with louvers /arbors as approved by staff, as well as not audible from surrounding areas. Mr. Rarium suggested adding a fifth condition of approval — that lighting issues be reviewed in a year and annually after occupancy. Later that was changed to review one year after occupancy and upon complaint thereafter. Mr. Middleton moved approved with the revised conditions. Mr. Wald seconded the motion; motion passed unanimously. Other business: Mr. Raniim, seconded by Mr. Middleton, moved approval of a correction of the April 14, 2003, minutes as requested by City Clerk Diane Ward; motion passed unanimously. Mr. Hultman announced his resignation from the Commission, effective immediately, due to a move. The Commission accepted his resignation with regret. On a motion by Mr. Middleton, the meeting was adjourned at 9 p.m. Respectfully submitted, Sharon Baker Recording Secretary 5 • • HERITAGE PRESERVATION COMMISSION APPLICATION DESIGN REVIEW FORM CASE NO. DR/03 -43 Heritage Preservation Date: August 4, 2003 Project Location: 608 North Main Street Comprehensive Plan District: Central Business District Zoning District: CBD Applicant's Name: Brian Sweeney - Frauenshuh /Sweeney and Jack Buxell- J.Buxell Architecture, LTD representing Terra Springs Type of Application: Design Review Project Description: Design review of Terra Springs project — Final PUD Discussion: The applicants' are requesting final design review for: Site Plan /Landsdcape Plan /Lighting Plan; Buildings 1 and 2 of the Terra Springs project. The Planning Commission will review the project for final PUD submission at the August 11 meeting. W e project will include 227 units, or approximately 29 units per acre, underground and surface parking, retail, and an Interpretive Center. The project planned in three phases: Phase 1: Buildings 1 (18 units) and 2 (40 units). Final PUD submission July 2003, Construction beginning Fall 2003, Completed Late Spring /Summer 2004 Phase 2: Buildings 3 & 4. Final PUD submission: Late Fall 2003: Construction beginning Spring 2004; completed December 2004. Phase 3: Building 5: Final PUD submission: Summer 2004: Construction Fall 2004; Completed Summer 2005. The materials used for Buildings 1 and 2 will consist of fiber cement board siding, brick and stone. The upper 2/3's of the building is fiber cement board siding with the lower 1/3 of the buildings being brick and stone. Total on -site parking is 513 spaces. The schedule for the landscape plan submitted is not complete; the initials on the site plan need to be identified, along with quantity of each plant material. The elevation plans show roof top units shielded with a parapet wall. The units need to be under the roof, completely shielded. The entrance monument sign is 4' 1/4 high and 21 -0 long. The base and the background behind the name "Terra Springs is stone. In order to eliminate lighting the sky, it is staffs recommendation that the monument have the lighting fixtures at the top of the sign, lighting it in a downward fashion. The applicant will bring cuts of all the lighting fixtures to the meeting. They will discuss the existing historic monument also at the meeting. Recommendation: Approval as conditioned. Conditions of Approval: 1. All utilities shall be completely screened from public view. 2. All lighting shall be directed away from the street and adjacent properties. be shielded from direct view and protected form damage by vehicles. 3. The entrance monument shall have down lighting rather than up lighting. 4. City Planner shall review and approve the Landscape Plan 5. All landscaping shall be installed before utility release or final project inspection. No project shall be phased unless approval is granted by the Planning Commission. 6. Continuous concrete curbing shall be installed to separate parking areas from landscape areas. 7. Handicapped parking spaces and signage, in compliance with State requirements, shall be shown on building permit plans and installed before final inspection of the project. 8. The street address of the building shall be displayed in a location conspicuous from the public street. 9. All trees required to remain on site, as indicated on the plans, shall be protected by fencing or other necessary measures shall be taken to prevent damage during construction activity. 10. No roof equipment shall be visible to the general public. 11. All gutters, downspouts, flashings, etc. shall be painted to match the color of the adjacent surface. 12. Construction projects shall conform to the City's Noise ordinance. Construction during the dry season shall mitigate excess dust problems. 13.A sign permit shall be required for all project signs. 14. Grading and drainage plan to be approved by City Engineer before building permits are issued. 15. Sign package to be approved by the Heritage Preservation Commission, including directional signs. 16. Exterior lighting plan to be reviewed and approved by the Heritage Preservation Commission. 17. All security lights on building shall be downlit. 18.A sign permit is required for signage. 19.All exterior modifications to the approved plan are to be reviewed by Community Development Director. Findings: The proposal meets the intent of the Downtown Design Guidelines. Attachments: Application Form /Letter /Not for Construction Documents Light sources shall • • • City of Stillwater Heritage Preservation Commission August 4, 2003 • • There is a local steering committee of about 20 people and these are the people that worked on the bid proposal. There will be a broader advisory committee as that is were representatives from the HPC's around the area getting involved. Commissioner Lieberman has been invited to the initial brainstorming meeting scheduled in January 2004. Background materials and Ms. Mino's business cards were left for further information and if there were any questions or ideas to pass on. Commissioner Johnson commented that this is a real good opportunity for Stillwater to maximize the potential because it will most likely be a travel spot for one of the tours. The Chamber has been contacted regarding the potential for Stillwater. Commissioner Lieberman commented on Ms. Mino's efforts and commended her on her efforts in getting the conference to Minnesota. She was invited to stay and here about the Territorial Prison Site project which will be complete by 2007 and might be something of interest because it combines new and historic. C ase No. DR/03 -43. Design review of Terra Springs before Planning Commission meeting of August 11, 2003, Final PUD submittal located at 608 North Main Street, Brian Sweeney - Frauenshuh Sweeney and Jack Buxell, applicants. The applicants' are requesting final design review for: Site plan, landscape plan, lighting plan for Buildings 1 and 2 of the Terra Springs project. The Planning Commission will review the project for final PUD submission at the August 11 meeting. The project will include 227 units, or approximately 29 units per acre, underground and surface parking, retail, and an Interpretive Center. The project planned in three phases: Phase 1: Buildings 1 (18 units) and 2 (40 units). Final PUD submission July 2003, Construction beginning Fall 2003, Completed Late Spring /Summer 2004 Phase 2: Buildings 3 & 4. Final PUD submission: Late Fall 2003: Construction beginning Spring 2004; completed December 2004. Page 2 City of Stillwater Heritage Preservation Commission August 4, 2003 Phase 3: Building 5: Final PUD submission: Summer 2004: Construction Fall 2004; Completed Summer 2005. The materials used for Buildings 1 and 2 will consist of fiber cement board siding, brick and stone. The upper 2/3's of the building is fiber cement board siding with the lower 1/3 of the buildings being brick and stone. Total on -site parking is 513 spaces. The schedule for the landscape plan submitted is not complete; the initials on the site plan need to be identified, along with quantity of each plant material. The elevation plans show roof top units shielded with a parapet wall. The units need to be under the roof, completely shielded. The entrance monument sign is 4 feet high and 21 feet long. The base and the background behind the name "Terra Springs" is stone. In order to eliminate lighting the sky, it is staff's recommendation that the monument have the lighting fixtures at the top of the sign, lighting it in a downward fashion. The applicant will bring cuts of all the lighting fixtures to the meeting. They will discuss the existing historic monument also at the meeting. Jack Buxell was present to discuss the moving of the monument. It will be included as part of the linear central green. The site development work is all in the process of being bid out final awards will be made within the next 30 days or so. Building 1 and Building 2 are on the agenda for discussion. The overall site plan was submitted so the commission could see how it all was tied in to each other and the definition of the building line. Commissioner Lieberman asked Mr. Buxell to show were the public access would be. Mr. Buxell said there would be a central green that would be open to the public which is going to retain the remains and that which is left from the fire. There will be a reflecting pool in what was the crawl space of the original building, the factory building, and then the remainder of the factory building some of it will be taken out, but portions of it will remain and a flower garden will be created which will also be open to the public. The warehouse building, that which was saved by the fire department, that will be retained and fixed up and the building will be built on the inside of that creating court yards between the homes and the brick walls. There will be the archaeological find which was found a number of months ago is going to be retained and will be part of a larger interpretative trail which will circle the site as well as go through the site. The existing sidewalk system will be used and lights out to the caves and to other Page 3 • • • City of Stillwater • Heritage Preservation Commission August 4, 2003 • elements that will part of the interpretative experience. The interpretative experience will address not only its historic starting with the Indian events but also coming forward through the Territorial Prison. But, one of things that should be included is the geological on the site. There will be a perimeter drainage system around the site which is going to intercept water coming up from under that wall and will allow the water table inside the site to return to its elevation. There will be permeable roads, pavers on the roads to retain the original historic character of the site and a sophisticated storm water management system. Sidewalks are to be pavers. There is a whole sidewalk system around the buildings almost all of the buildings have walk -ups to the front doors. On the townhouses, the buildings are a mixture of three story, four, six, four, four story. There is retail as part of Building 1 and Building 5 and on Main Street and that will be available for either restaurants or coffee shops or small sundry facilities or offices. Building 1 has minor changes. There are more stairs and there was a change in the design of the gable so there are more flats. There are a few more balconies. The proposal on the brick and siding and stone colors and materials are predominantly the same. The are spots up inside the roof behind the parapets where the mechanical units will be tucked and there will be few that will end up on the ground. Noise of the mechanical units was a concern. The units that will be used are quite. The units themselves are small. They are sound insulated from the building so there is no vibration. The units on the ground will be shielded by landscape. The signage package contains the entrance monument. Individual vendors should come back through the HPC for approval. The back of the entrance monument will become a back drop for the entrance the front of it will face down the center of the green and the two seating areas will be displayed and have flower beds both behind it and to the sides. The sidewalk will wrap up and around. The lighting package is made up of about seven basic different fixtures. The city has two street lights on the site. They are the tall down lit box light . They are the same that run down through the city. In the more developed portion of downtown, there are two new lantern lights in between each one. So the proposal is to add two lantern Page 4 City of Stillwater Heritage Preservation Commission August 4, 2003 lights between each one of the overhead lights and continue that across the front of the entire site. The lantern light will be the same as elsewhere it the city. The same light will be used around the inside of the green which will be on 12 foot poles so the total height of the fixtures will be about 16 feet as opposed to the city's fixtures that are around 20 to 22 feet. The other thing is that the lenses are adjustable so that the shape of the lighting is more elliptical and that is the goal. The other element of the lighting, the dominant part of the lighting system, is that every stair there will be a gate and lighting for that stair. The advantage of that is the lighting is structured so that the lighting is down you don't see the light source. In the parking areas there will overhead lights similar to the tall lights but much shorter and characteristic. They will have cut off fixtures and a double- headed unit that will basically just Tight to the outside of the parking lots. Around the perimeter of the site there will be two different types of fixtures, which are up- lighting. There is a 250 watt up -light and 100 watt. The lighting will be very quite. There will be lights in the reflecting pool. The existing walls will have up- lighting as well. Discussion on the up- lighting and concern about "lighting up the sky ". Building 1 will be in a soft green and Building 2 will be a blue -grey. The windows will all be cream colored /almond colored trim. Shingle colors will be earth toned through out the site. The brick will be red and beige. The goal is to have shaska colored bricks and to have hand formed brick. The hand rails would be color coated aluminum. Commissioner Lieberman suggested that a master sign plan be developed for consistency. Jack Buxell suggested that some guidelines be developed to go along with the City's sign ordinance since there will be only three to four retail stores. The complete sign package will be submitted at the next Heritage Preservation Commission meeting. Commissioner Johnson commented that this is the final approval for the first two buildings. Page 5 • • City of Stillwater • Heritage Preservation Commission 4, 2003 Motion by Commissioner Johnson, seconded by Commissioner Eastwood to give final approval of the first two buildings (Buildings.1 and Building 2) with the following conditions and a lighting plan to be submitted to staff and a sign plan be prepared for approval. The lighting, regarding the monument sign will be discussed and considered when the sign package is presented. All in favor. Conditions of Approval: 1. All utilities shall be completely screened from public view. 2. All lighting shall be directed away from the street and adjacent properties. Light sources shall be shielded from direct view and protected from damage by vehicles. 3. The entrance monument shall have down lighting rather than up lighting. 4. City Planner shall review and approve the Landscape Plan 5. All landscaping shall be installed before utility release or final project inspection. No project shall be phased unless approval is granted by the Planning Commission. 6. Continuous concrete curbing shall be installed to separate parking areas from landscape areas. 7. Handicapped parking spaces and signage, in compliance with State requirements, shall be shown on building permit plans and installed before final inspection of the project. 8. The street address of the building shall be displayed in a location conspicuous from the public street. 9. All trees required to remain on site, as indicated on the plans, shall be protected by fencing or other necessary measures shall be taken to prevent damage during construction activity. 10. No roof equipment shall be visible to the general public. 11. All gutters, downspouts, flashings, etc. shall be painted to match the color of the adjacent surface. 12. Construction projects shall conform to the City's Noise ordinance. Construction during the dry season shall mitigate excess dust problems. 13. A sign permit shall be required for all project signs. 14. Grading and drainage plan to be approved by City Engineer before building permits are issued. 15. Sign package to be approved by the Heritage Preservation Commission, including directional signs. 16. Exterior lighting plan to be reviewed and approved by the Heritage Preservation • Page 6 City of Stillwater Heritage Preservation Commission August 4, 2003 Commission. 17. All security lights on building shall be downlit. r 18. A sign permit is required for signage. 19. All exterior modifications to the approved plan are to be reviewed by Community Development Director. Case No. DR/03 - 44. Design review of an awning and signage for Dunn Bros. Coffee located at Stillwater Blvd and Curve Crest Blvd (Part of the old Video Update). DJR Architecture, Inc., representing Dunn Bros. Coffee The applicant is requesting design review of a proposed black awning to be installed across the front facade of the coffee shop and around the corner on the west side to the drive thru window. The canopy will be canvas and will not have any text on it. There are existing lights at the top of the building that illuminates the canopy; they will remain. The proposed signage for the coffee shop will consist of a sign on the front (Curve Crest Blvd). This sign will be 1' 3" by 21'6" long; it is individual internally lit channel letter sign with halo lighting behind. The letters will be white; the background will be tan color. Over the front door there will be a red and black internally lit sign that will say "Roasted Fresh Daily ". On the west side of the building over the canopy and drive thru window there will be externally lit (existing light fixtures) black text that says "Drive Thru Coffee ". The text is 1'4 high by 16' long. Kelly Wilcox from DJR Architecture, was present representing Mike and Tami Welsh who are owners of Dunn Bros. Mike and Tami Welsh were also present. Ms. Wilcox presented the sign package showing a directional sign on Market Drive, a sign for the drive through over the back entry, a drive through monument and a drive through sign on the west side of the building on Stillwater Blvd. and then an awning along the front of the building. The proposed design along the back side of the building will be Dunn Bros corporate signage over the back entry and at the back monument for the drive through. Ms. Fitzgerald pointed out that the sign ordinance does not allow for signage on the back of a building when it is not on a street. A sign could be put up on the west side just as long as the business name doesn't appear on it and it is 2 square feet. The front of the building has two different options. A simple black awning on the west side and then along the south side the red piece would be an entry awning that would lean out over Page 7 • • • • F R A L I E N ; SHUH S,WEENEY e l new urban livin July 24, 2003 Mr. Steve Russell Community Development Director City of Stillwater Stillwater, MN 55082 Dear Steve: Accompanying this cover letter, we have submitted the necessary documents relating to a Final PUD for the Site as well as for final architectural designs for Buildings 1 and 2. The Site Plan submitted envisions 227 units, or approximately 29 units per acre, underground and surface parking, retail, as well as an Interpretive Center. Depending on the final plans for subsequent phases, the final number of housing units could drop slightly; however, the minimum assessment for the value of the buildings which is detailed in the Development Agreement will be maintained. The phasing of the project is as follows: Phase 1: Buildings 1 (18 units) & 2 (40 units). Final PUD submission: July 2003. Construction beginning Fall 2003; Completed: Late Spring /Summer 2004. Phase 2: Buildings 3 & 4: Final PUD submission: Late Fall 2003: Construction beginning Spring 2004; Completed: December 2004. Phase 3: Building 5: Final PUD submission: Summer 2004: Construction Fall 2004; Completed Summer 2005. If there is any additional information relating to this submission, please do not hesitate to contact me. Sincerely, Brian S eeney President ■ 180 east 5th street, suite 160 — saint paul, minnesota 55101 phone: 651 -291 -3591 I fax: 651 - 223 -5652 07'2312003 11:26 • 1324 FPA Company: Address: Telephone: (8) SURVEYOR Name: Company: Address: (4) Property location: Legal description: 4308810 City of Stillwater 21 6 No. Fourth . St City; Stillwater (W) .651 -430 -8800 STILLWATER CODE laIY ur ai1LLwiiicr. FINAL PLAT APPLICATION FEE $500.00 PAID (1) APPLICANT Name: Brian Sweeney Company: Frauenshuh Sweeney Address: 180 - 5th St E - Suite 1 fi0 City: St. Paul , gate: MN Zip Code: 55101 Telephone: (W) 651 - 291 -3591 (FAX) 651- 223 -5652 (2) PROPERTY FEE OWNER Name: State: (FAX) Tim Freeman Folz, Freeman, Erickson 5620 Memorial Ave No ct Oak Park Hts Sate CD32:38 MN Zip Code: 55082 651- 430 -8809 MN Zip Code: 55082 Telephone: (W) 651- 439 -8833 (FAX) 651- 430 -9331 608 North Main Street - Stillwater, 1 55089 (6) Name of development: Terra Springs Number of lots: 5 lots + 2 Outlots Current lend use: Proposed land use: Current zoning: Proposed zoning: Anticipated prgje t completion: Summer /. Fal 2005 (6) SUBMITTAL REQUIREMENTS: (Five copies and one reduced 8 inches x 11 inches) Final plat (F) Electronic FP Format Tree preservation and landscaping plan (TLP) Street and utility plan (SUP) Grading, drainage, stormwater and wetlands plan (GDSWP) Other information (OI) 8gs -inch x 1I inch transparency None - ruins of Territori.aj Prison Mixed Use Residential Development CBD • S7 /27,; ?003 11:26 4308810 C11Y UF bIlLLWAItK 1 I.-1 V J SUBDIVISION CODE OF THE CITY OF STILLWATEIR f 824 I hereby apply for the above consideration and declare that the information and materials submitted with this application are complete and accurate per city requirements. I understand that the application will be processed when it has been found to be complete and adequate by the community development director. Property fee owner(*) signature(s): Applicant(s) signature(a): Date: sax a 3 PLEASE NOTE: If � L.. t, fee owner is not the applicant, the applicant must provide written authorization by property fee owner in order to make application. (Ord. No. 837, 2 -18-97) CD32:39 I12 e•4 tr EAST 1- 4w F w 0'. o N ASPEN STREET x O Z 90 BO - \ \-, Location Map EAST STILLWATER WILKINS 1n • Moe AVENUE. 3 a t gn 31 15 F ° o'^^ ea Z e ®gym STREET • 1I 3 >� 4 I 33 e 33 n i3 3 de' • p L R21W R2OW R19W T32N� T3IN T3IN T3IN 02120 T3ON T29N T29N T2SN " T28 T27N R22W R2IW R23W Vicinity Map 0 270 Scale in Feet TM. emM. is Ms iw d..amp.. and nYruGMion nos.. My moms 41 rooms WrM93tw COmb, W The m+.+, she a wed bWawa* m wwesotl.W cos1V• i any axons* awn. Wplweloo Comb, Sump,. 08c• Prone (051)430-81173 Para dM.based on AS490.fw.Ma. stossnl MmW. May 31.3933 SA. mw.rt Fhb, 35. 11103 • • • • Publish: August 22, 2003 water. THE BIRTHPLACE OF MINNESOTA NOTICE OF PUBLIC HEARING PLANNED UNIT DEVELOPMENT Notice is hereby given that the City Council of the City of Stillwater, Minnesota, will meet on Tuesday, September 2, 2003, at 7 p.m. in the Council Chambers at Stillwater City Hall, 216 North Fourth Street, to consider a request from Terra Springs, LLC, for final PUD approval for Phase I of Terra Springs Development including Site 1 (Buildings 1) and Site 2 (Building 2) containing 18 and 40 residential units, respectively, located at 608 North Main Street in the CBD, Central Business District. Case No. PUD /03 -75. All persons wishing to be heard with reference to this request will be heard at this meeting. Steve Russell Community Development Director CITY HALL: 216 NORTH FOURTH STILLWATER, MINNESOTA 55082 PHONE: 651 - 430 -8800 • • OWNER FRAUENSHUH SWEENEY 180 EAST 5TH ST. SUITE 160 SAINT PAUL, MN 55101 CONTACT: BRIAN SWEENEY *ONE: 651 - 291 -3591 TERRA SPRINGS STILLWATER, MN (C.S.A.H. 5) TERRA W SPRINGS H 111 p v1 � � Z Li LaJ O VI N LAURELS T Rj -3 \ ------ (C.S.A.H. 1 ) MYRTLE STREET ARCHITECTURE, PLANNING AND LANDSCAPE ARCHITECTURE J. BUXELL ARCHITECTURE 900 N. 3RD STREET MINNEAPOLIS, MN 55401 CONTACT: MARK RYAN, AIA PHONE: 612 - 338 -3773 /1 28t .` SURVEYOR (NO SCALE) FOLZ, FREEMAN, ERICKSON, INC 5620 MEMORIAL AVENUE NORTH STILLWATER, MN 55082 CONTACT: TIM FREEMAN PHONE: 651 - 439 -8833 ARCHEOLOGIST URS THRESHER SQUARE 700 THIRD STREET SOUTH MINNEAPOLIS, MN 55415 CONTACT: EVELYN M. TIDLOW, M.A. PHONE: 612 - 373 -6815 sheet sheet number title A0.00 title sheet and sheet index CS1.0 survey CS2.0 certified plot plan for entire development CS3.0 certified plot plan for building one CS4.0 certified plot plan for building two CS5.0 plot plan detail data C1.0 topograph survey C1.1 demolition plan C1.2 grading, drainage and erosion control plan C1.3 utility plan C1.4 storm sewer plan to 501 building site C1.5 drain tile and curtain drain plan C1.6 civil details C1.7 civil details C1.8 civil details C1.9 Contech and Vortechnics details S1.0 site plan entire development S1.0.1 aerial photograph S1.0.2 site plan details S1.0.3 site plan data and buildings data S1.1 site plan building one S1.2 site plan building two L1.0 landscape plan general for entire development L1.1 landscape plan building one L1.2 landscape plan building two A1.0 building one garage level and level two plan A1.1 building one level three and roof plan A1.2 building one elevations A1.3 building one rooftop screening A2.0 building two garage level plan A2.1 building two level one plan A2.2 building two level two plan A2.3 building two level three plan A2.4 building two level four plan A2.5 building two roof plan A2.6 building two elevations A2.7 building two elevations A2.8 building two rooftop screening E1.0 lighting plan E1.1 photometric GENERAL CONTRACTOR SHAW LUNDQUIST ASSOCIATES, INC 2757 WEST SERVICE ROAD SAINT PAUL, MN 55121 CONTACT: STEPHEN TOMLINSON PHONE: 952 - 830 -9000 CIVIL BKBM 5930 BROOKLYN B MINNEAPOLIS, MN 55429 CONTACT: TOM CESARE PHONE: 763 - 843 -0464 L Gepha 30- 27 2003 RTH author JBA FFE FFE FFE FFE FFE BKBM BKBM BKBM BKBM BKBM BKBM BKBM BKBM BKBM BKBM JBA JBA JBA JBA JBA JBA JBA JBA JBA JBA JBA JBA JBA JBA JBA JBA JBA JBA JBA JBA JB $ .Q USCHAK CONSULTANTS 26 EDMONTON STREET WINNIPEG, MB CANADA, R3C 1P7 CONTACT: BILL HANUSCHAK PHONE: 204 - 956 -2000 J.BUXELL ARCHITECTURE, LTD _ 900N0RTH THIRD STREET IHNNHAroIJS Mn ESOTAUal GGAR13y3b3TH PAX.1613y13S00•0 srvl>araRAVn 1.121011,30311,1111.0 IMIAIIINO. AM "WTI AM W DULY 1110911917II1 AALEIrlIClUffell IDE LAWS 01 SIONATUNIS URBAN PLANING OPPESPACE CO6DCUNHES - ARCBDECTURE LANDSCAPE AROMECIIRH GRAPHICS z w a s CA DEVELOPER: FRAUENSHUH/ SWEENEY TITLE SHEET FINAL PUD SUBMITTAL DATE: PROJECT NR: DESIGNED: DRAWN 07.76.03 07016.10 JHB HN A0.00 • • -- c) c o West Dm Street t) 0 (,-) 1 PROJECT NR: 03-119 I 4.1 L. ( ( NOTE- No Monuments Set at Diese Locations Due To Steep Limestone Cliffs (fl And Crumbled Stone 7.1 , 9 . . 9 - / . . • „_„„,„ ,..... • 0 / 4 \ , 7-75 , 0 c !=!! Aroro. /P. , I •g/e isiTmt.,.„ siT c - Storm MP LP LEGEND EXISTING CONTOUR riv EXISTING WATERMAIN W/ G.V. & HYDRANT S'S o EXISTING SANITARY SEWER W/ M.H. 2 n EXISTING STORM SEWER W/ M.H., C.B. & F.E.S. VICINITY MAP I SEC. 28, T3ON, R2OW t-TERRA .1 NSPRINGS , A 6 I Y I ° L SIFtge 1 '1 (NO SCLO 1 — - 28 (CkA.H. 12) E r L — — -J !!,t .0 Y» 4 I SCALE: 1 Inch = 50 Feet Io NOTE 70 Physical features shown per survey work performed in 1995. Some features have changed since then. I HEREBY CERTIFY THAT THIS SURVEY. PLAN OR REPORT WAS PREPARED BY )4E OR UNDER MY DIRECT SUPERVISION AND THAT I MA A DULY UCENSED LAND SURVEYOR UNDER 1116 LAWS OF THE STATE OF MINNESOTA. NOTE, OFFICIAL COPIES OF THIS MAP ARE CRIMP SEALED 0 2003 — Folz, Fretram. Erlekson — RIMM Reserved J.BUXELL ARCHITECTURE, LTD 129 Norm FOCOND snumrottol hi3PINHAPOLIS,1,11NWHSOrA SUM 12046123338-3773 PAX:012038-0040 HIMANPLANNIDA1 OPHNSPACBCOTOVNII/E8 ARaUTHCIVIGI LANDSCAPE ARCEIHSCTORB GRAPHICS E DEVELOPER FRAUENSHUH SWEENEY PUD susmerrAL EXISTING CONDITIONS DATE: 07.25.03 PROJECr NR: 03-119 DESIGNED: CR DRAWN: CR FIE CS1.0 TIMOTHY .1 FREEMAN MINNESOTA UCENSE NO. 16989 Oats Fob, Freeman, Eziebon, Inc. 14.01.11011010 5620 Memmid Mame North M082 DAFF 969 DV= (650 4309331 ) C j C] v) Ij; _ J Tyi (; ) U PROJECT NR: 03 -119 S88'54'21'W N 149.95 � att..et OUTLOT B 116,809 SF± 2.68 AC± n Y 37,055 SFf 0.85 ACf Y LOT ' 2 r \ • BUILDING' .ONE BLOCK THREE LOT ONE 48,474 SF± 1.11 AC± BUILDING FIVE I ! 11.10 S82'48'261, Six OA pI I \cF 2 2 A y S88 "W c ° c 149.93 BUILDING THREE LOT TWO 62,779 SF± 1.44 ACf I ' D A / I L_/\f' 1 L// \ /r► L _ 177. 0 FA Beet f0 s79.6456 y rsr I �In � n1 1'JJ S88'44'11 "W — 267.20— 230,9 LOT T T?EEE BUILDING FOUR 37,440 SF± 0.86 AC± BLOCK TWO / 1 \ r:,'ock A nnl rinn ,L./1-11 1 IV/ V Sayan 1 NOTE SCALE: 1 Inch = 50 Feet NOTES O DENOTES 1/2 1140H BY 16 INCH IRON PPE MONUMENT SET Alm MARKED WTH A PLASTIC CAP INSCRIBED 'FREEMAN RES 16989". UNLESS SHOWN OTHERWSE. O DENOTES 1/2 INCH IRON PIPE MONUMENT FOUND (TERRITORIAL PRISON ADDITION) AND MARKED 96111 A PLASTIC CAP INSCRIBED 'FREEMAN RLS 16989', UNLESS SHOWN OTHERWSE. • DENOTES IRON PIPE MONUMENT FOUND. SIZE AND MARKINGS AS SHOWN. ORIENTATION OF THIS BEARING SYSTEM IS THE RECORDED PLAT OF TERRITORIAL PRISON ADDITION Easments to cover entire site for streets, parking, sewer & water, gas, electric, phone, storm sewer and trails. LEGAL DESCRIPTION Lot One, Block One, Lot One, Two, Three, Block Two, Lot One, Block Three, Outlot A & Outlot B, TERRA SPRINGS, according to the plat thereof on file and of record in the office of the County Recorder, Washington County, Minnesota. 1 HEREBY CERTIFY THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. NOTE! OFFICIAL COPIES OF THIS MAP ARE CRIMP SEALED 0 2003 — Folz, Freeman, Erickson Inn. — All Rights Reserved J.BUXELL ARCH 1 ECTURS, LTD 129 NORTHfficoND MUM' 11101 MINNEAPOLLS.MINNESMA SMOI. 100.(612)3353773 ANLj6t2)3380040 m. {lmllmm asmNplwlamvG raNOSrwelaetr GRAPHICS W4E S T FRAUENSHUH SWEENEY PUD SUBMITTAL PLOT PLAN ENTIRE DEVELOPMENT DATE: 01.25.03 PROTECT NR: 03-119 DESIGNED: CR DRAWN: CR CS2.0 - ' TIMOTHY J. FREEMAN MINNESOTA UCENSE NO. 16989 Date: Falz, Freeman, Erickson, Inc. SAVIRING NNOSIIIIEDZO 5620 Memorial Aw2MeNmth Santa,MlosmM55062 maa 652 439/133 Fax (OD 4S.9331 66.92 1 2 53 7 »E co — J PROJECT NR: 03-119 107,559 SF± 2.46 AC± 0 1, A S f 7904- 5�• 75 e, NOTE SCALE: 1 Inch = 20 Feet NOTES 0 DENOTES 1/2 INCH BY 16 INCH IRON PIPE MONUMENT SET AND MARKED 6111 A PLASTIC CAP INSCRIBED "FREEMAN RL5 19989, UNLESS SHOWN OTHERWISE PIPE /AONUMENT CI DENOTES 19cli FOUND (TE SON ADDITION) AND MARKED 11111 A PLASTIC CAP INSCRIBED 'FREEMAN RLS 18989', UNLESS SHOWN OTHERWISE. • DENOTES IRON PIPE MONUMENT FOUND. SIZE AND MARKINGS AS SHOWN. ORIENTATION OF THIS BEARING SYSTEM IS THE RECORDED PLAT OF TERRITORIAL PRISON ADDITION Easments to cover entire site for streets, parking, sewer & water, gas, electric, phone, storm sewer and trails. LEGAL DESCRIPTION Lot One, Block One, Lot One, Two, Three, Block Two, Lot One, Block Three, Outlot A & Outlot B, TERRA SPRINGS. according to the plat thereof on file and of record in the office of the County Recorder, Washington County, Minnesota. I HEREBY CERTIFY THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPER110N AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. TIMOTHY J. FREEMAN MINNESOTA UCENSE NO. 16989 Dote: FOIE, Freeman, Erickson, Inc. m %20Mm,tulAamueNm l Mater, Dar (67 0 1398 933 Au 430.9111 NOTE OFFICIAL COPIES OF 00110 MAP ARE CRIMP SEALED A 2003 — Folz, Freemen, Ertckron Inc —AII !Debts Reserved J.BUXELL ARCHITECTURE, LTD 129 NORIH5BCDND STREW, #I01 MI NBAPOUs.MINNESOTA5401 TE ,(612)33S.773 FAX4612)3380040 Innqlmsetteom 11103AFIRLM `i INa OFIMPACBOO6D ARC M DX=1M$ IANOBCAPBAHC ITDCTUBB GPAPLBCS W4E DEVELOPER: FRAUENSHUH SWEENEY PUD SUBMITTAL PLOT PLAN BUILDING ONE DATE 07.25.03 PROJECT' NR 03 -119 DESIGNED: CR DRAWN: fR CS3.0 LOT O NE' BLOCK TWO 36,052 SFf 0.83 AC± BUILDING �)/ /1 )/ A / \/ I L/I 157.16 °481 „ PROJECT NR: 03 -119 11.10 11 LOT TWO 62,779 SF± 1.44 AC± I, I,.1 / I \ v � v „�� I J vl ,, 5795 45 .115A7 TWA' J I -r / ' r\ r \JI 83, 9 5f 40"E r � t\ I I I vv �� I IL- OUTLOT A 107,559 SFt 2.46 AC 66 .92 1°25 , 37 .„ E 0 (7, • 37,0 0.8L. ,S' ?9 256 55 NOTE SCALE: 1 Inch = 20 Feet NOTES LEGAL DESCRIPTION O OENOTES 1/2 INCH BY 16 INCH IRON PIPE MONUMENT SET AND MARKED 91TH A PLASTIC CAP N5CRBm 'FREEMMI RLS 16989', UNLESS 5H06W4 OTHERWISE O DENOTES 1/2 INCH IRON PIPE MONUMENT FOUND (TERRITORIAL PRISON ADDITION) AND MARKED 111111 A PLASTIC CAP INSCRIBED 'FREEMAN RLS 16969', UNLESS SHOWN OTHERWISE. • DENOTES IRON PIPE MONUMENT FOUND. SIZE AND MARKINGS AS SHOWN. ORIENTATION OF THIS BEARING SYSTEM IS THE RECORDED PLAT DF TERRITORIAL PRISON ADDITION Easments to cover entire site for streets, parking, sewer & water, gas, electric, phone, storm sewer and trails. Lot One, Block One, Lot One, Two, Three, Block Two, Lot One, Block Three, Outlot A & Outlot 8, TERRA SPRINGS, according to the plot thereof on file and of record in the office of the County Recorder, Washington County, Minnesota. I HEREBY CERTIFY THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERISON AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. TIMOTHY J. FREEMAN MINNESOTA UCENSE NO. 16989 Date: NOTE! OFFICIAL COPIES OF THIS MAP ARE CRIMP SEALED 0 2003 — Folz, Freeman, Erickson lu. —All RIShe Reserved J.BUXELL ARCH TEC1URE, LTD 129 NORTH SECOND STREET, #I01 MINRIH3POLL5,Ml0991h OTA55101 18L46153343-3T73 FAX(612)3380010 mvvloaR® a96ANPIANNIN OPeN 6)d 8 >PAC CO1101 8 r LNDB� tQ841 C/ up a z DEVELOPER: FRAUENSHUH SWEENEY PUD SUBMITTAL PLOT PLAN BUILDING TWO DATE: PROJECT NR: DESIGNED: DRAWN: 07.25.03 03 -119 CR CR Folz, Freeman, &aeon, Inc. mamma 5610 Memorial Avenue Neah &Enter, ?Ammon 55082 Fheee (651) 434.663 Fax (65114369331 • • 45, I PROJECT NR: 03 -119 OUTLOT B 116,809 SF± 2.68 AC± n v Block CARL/ n I \2_I2 0' r, L iAl ^,y1 1 S T11 r s r HvL_u vL vi w .. 1 Block A nnrr,nAI rL,'Lll 1 /1 /1 V Seven -Lr r,- NOTE Front: 15 feet Rear: 20 feet Side: 20 feet SCALE: 1 Inch = 50 Feet NOTE'S 1W O DENOTES 1/2 1901 BY 16 INCH ERO11 PIPE MONUMENT SET AND MARKED MTH A PLASTIC CAP INSCRIBED 'FREEMAN RLS 16999', UNLESS SHOWN OTHERWISE. ❑ DENOTES 1/2 INCH IRON PIPE MONUMENT FOUND (TERRITORIAL PRISON ADDITION) AND MARKED WITH A PLASTIC CAP INSCRIBED 'FREEMAN RLS 16989', UNLESS SHOWN OTHERWISE. • DENOTES IRON PIPE MONUMENT FOUND. SIZE AND MARKINGS AS SHOWN. ORIENTATION OF THIS BEARING SYSTEM IS THE RECORDED PLAT OF TERRITORIAL PRISON ADDITION Lot fi Block /! Acres Square Feet 7 1 0.85 37,055 1 2 0.83 36,052 1 3 1.11 48,474 2 2 1.44 62,779 3 2 0.86 37,440 Setbacks for Central Buisiness District. I HEREBY CERTIFY THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERMSON AND THAT I AM A DULY UCENSED LAND SURVEYOR UNDER 111E LAWS OF THE STATE OF MINNESOTA. TIMOTHY J. FREEMAN MINNESOTA UCENSE NO. 18989 Data: NOTEi OFFICIAL COPIES OF THIS MAP ARE CRIMP SEALED a 2003 — Fo9, Freemen, Erickson Inc —All RIRNs Reserved J.BUXEL.l, ARCHITECTURE, LTD 129 NOR TI oncosD SIDBEC, 0101 MINNBi1POLIS, MINNESOTA 55101 TBL(612)3303713 AAXL(612)3360O10 vnrajbmAw.a 129141INPIANXING OPERWACI3O Mamcmms ARCHITEICLIDE rAND0CAPBARCfa19L1039 GHAPBreS W4E TTT O E a DEVELOPER: FRAUENSHUH SWEENEY PUD SUBMrITAL PLOT PLAN DETAIL DATA DAZE PROJECT/SR: DESIGNED: DRAWN: FFE 0725.03 03-119 CR CR CS5.0 e Fah Freeman, F11C(000, Inc. aam4.2on SQDMenmW Avalon Noah Santa, Mitmonm55082 Plan 650 439611.13 Pa 150 1309331 0 West Elm S t. U OD J cc U 5'00 LOT 1 5.42 Acrest x106.7 x706.6 CO g 5 Ni \ NOTES 588.54'21 "W 149.95 \ \ .l' "e'�a mn• rs y p+.�' 0 DENOTES 1/2 INCH IRON PIPE MONUMENT SET AND MARKED WITH A PLASTIC CAP INSCRIBED "FREEMAN RLS 16989 ". UNLESS SHOWN OTHERWISE. • DENOTES 1/2 INCH IRON PIPE MONUMENT FOUND AND MARKED WITH A PLASTIC CAP INSCRIBED AS INDICATED. Block_ 5 As 3 m b S� P POS46511 OL B t,r 92as) - — W— DENOTES APPROXIMATE LOCATION WATERMAIN —S-0-- DENOTES APPROXIMATE LOCATION SANITARY SEWER —.55—ex— DENOTES APPROXIMATE LOCATION STORM SEWER ELEC, G, CA TV DENOTES ELECTRIC, GAS, CABLE TELEVISION — flow — DENOTES CHANNELIZED WATER FLOW ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE RECORDED PLAT OF TERRITORIAL PRISON ADDITION \ Six CARLI I i 0' 2 I t, CO L Vb O • 3 76E 229,96 X6.54 >3 N d NOIE No Monuments Set A these Locations tae r Steep Lanes.. a,ffs\ And Crumbled Stone. T; in ,A, (NO W\ -cOWN \ TWO \ `+ A ORIGINAL slot! \ Survey. \ U OF 8 3.99 o ' 380.57. 40 "g 5 11LLwA" R SCHULENBURG'S ADDITION seem une toe an street Block E CLS t O Bituminou ` AI 267.20 - -Ch rt, 86.92 \s: 3 rE - '�� 6 rzs' \ S \ \ °' ..,., w. , won.., row 25 6. 75 \� Y I \ IJ Vv \% n \ I c\ �i \a \s \ '. s n - -- It V t TO OG ia LTIC SIURT1 ) Lot 1, Block One Territorial Prison Addition Part Of Former Minnesota Territorial Prison Grounds Stillwater, Minnesota / SURVEY NOTE :: The graphic infoomtion shown outside the confines of the interior prison walla of the former Territorial Prison and easterlyoftlm westerly right- of- wayofNorth Main Street are not part ofthis Topographic Survey: The aforementioned graphic information Aspect of previous survey which was used as a base map for use Topographic Seven 9' \ On e 23 BRUCE A. FOLZ TIMOTHY J. FREEMAN DAVID L. DUPAY 6- 6 , • 2- 80 � y i S 80 32,. E 1 . NOTE: OFFICIAL COPIES OF THIS MAP ARE CRIMP SEALED o csa — I HEREBY CERTIFY THAT THIS DRAWING IS A CORRECT REPRESENTATION OF THIS SURVEY AND ALL MONUMENTS HAVE BEEN PLACED IN THE GROUND AS SHOWN. THIS SURVEY OR PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND 1 AM A DULY REGISTERED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. MINNESOTA REGISTRATION N0. 9232 DATE: MINNESOTA REGISTRATION N0. 16989 MINNESOTA REGISTRATION N0. 17252 ® 1999 – Fols, Freeman, Dupay & Assoc., Inc. -- All Right. Reserved SS THIS SURVEY PREPARED FOR : Wispark Corporation c/o Mr. Greg Miller Regional Director 333 South 7th Street Suite 140 Minneapolis, Minnesota 55402 FLOOD ZONE DESIGNATION : Zone C (areas of minimal flooding) Federal Emergency Management Agency Flood Insurance Rate Map Revised 2/1/1984 City of Stillwater, Washington County, Minnesota Community – Panel Number 275249 005 C Folz, Freeman, Dupay & Associates, Inc. LARVEYING • AND 1815 NORTHWESTERN ND AVENUE • S L MINNESOTA PLANNING 55082 (612) 439 -8833 With Technical Assistance From: Barrett M. Stack, RLS 13774 — Stack Land Surveying FFD SURVEYOR'S REPORT SCALE: 1 Inch = 50 Feet A diligent effort was made to locate and show all visible improvements to this property. There are areas of heavy brush, woods and tall grass on this site. It is possible that other improvements or remnants of past improvements exist that were not found on this survey. Visible indications of water mans other than hydrants, were not located in this survey. The Water Department of the City of Stillwater has informed Inc that there are substandard water mains on this site that will not be acceptable for use by any future development of this property. They also indicated that the available maps and records of the existing water mains were not accurate, and new Water service will need to be provided. I have attempted to show on this survey where these available maps and records indicate there is existing watermain. Surface indications of other utilities are shown hereon. The underground location of these utilities as shown are approximate only. The approximate location is based on available maps and records upplied by the Public Works Department of the City of Stillwater (storm and sanitary sewer) and utility flag locations (gas, electric and cable television) supplied by Gopher State One Call utility locators. For more specific information regarding the utilities shown, or underground facilities — contact the individual authorities of these utilities directly. There appears to be springs on this site and adjoining properties. Some of these springs run above ground in ditches. According to the records of the Public Works Dept. of the City of Stillwater, this water is ca r ried into the public storm sewer system off site. The locations of these springs ore not depicted on this map. The walls shown hereon are of various sizes. The lower base of the main (interior) prison wall was located except where specifically labeled otherwise. The thickness of these walls varies and is unknown. There may be anchors from these walls. No specific statement is made regarding ownership of the walls near the property lines. No specific statement • made regarding encroachments of the walls from or onto this property. The centerlines of three caves along the south line wall have been shown. The ownership of these caves is unclear to me. There does not oppear to be any other access to these caves other than from this property. No information was supplied to me regarding these COWS. 25 50 J.BUXELL ARCHITECTURE, LTD 369 NORTH TNRIORIRTRR lANNn.POUS, Mf NNISOTA SSgI 08L1612W� TA FAXMM.103 &W W swoaoom URBAN PLANNNO 021148I'ACe COMMUNITIES ARORInlcTUws LNosr:AraARCN ML B GRAMM BY MX ORM.. PAY !MCI 8.1.11.1111N or um esem Nueeture 0 25 SO 75 SCALE 1".50' DEVELOPER: FRAUENSHUH/ SWEENEY PUD SUBMITTAL PADS 1 & 2 TOPOGRAPHIC SURVEY NOT FOR CONSTRUCTION DATE: 07.25.0f PROJECT NR: 02217.00 DESIGNED: TIC DRAWN SLK C1.0 3854'21 "W 149.95 2 29.96 881 713Z 8"E -577:2589',5;% 556./5 ' oil S7759. `56, 61- 83.99 s 2 > "E S80 'S7'40" U M U® o® 7 7 ; E 1 Liw.a ena amn ew 6 6.93 581 ' 25 '37'( \ d \ \ \ DEMOLITION PLAN 1"= 50' s 7 9'55 zz' E 2 56.75 8 0.76 ' 80. 34.32" a I A PROPOSED PLAN SYMBOLS_ SAWCUT UNE (APPROX) ROCK CONSTRUCTION ENTRANCE SILTATION FENCE CONCRETE REMOVAL BITUMINOUS REMOVAL TREE REMOVAL SOIL BORINGS DFMOI ITION AND RFMOVAL NOTFS; ir ABBREVIATIONS 1. PRIOR TO START OF DEMOUTON, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED AND INSPECTED BY THE CITY OF STLLWATER. 2. PRIOR TO START OF 0(8011110*. ALL WORK IN THE HIGHWAY 95 RIGHT -OF -WAY 15 TO BE COORDINATED *1114 THE MINNESOTA DEPARTMENT OF TRANSPORTATION. 4. IT IS THE CONTRACTORS RESP0N51BIU1Y TO ASCERTAIN THE LOCATION OF ALL EXISTING UNITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UTUTES 48 HOURS BEFORE CONSTRUCTOR STARTS. THE ENGINEER. ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTUTES ARE MAPPED. OR IF MAPPED, ARE SHOWN CORRECTLY. CONTACT GOPHER STATE ONE CALL AT 851 -454 -0002 FOR FIELD LOCATING EXISTING UTUTIES. CONTACT UTIUTY OWNER 1 DAMAGE OCCURS DUE TO CONSTRUCTION. 5. PRIOR TO START OF CONSTRUCTOR. DISCONNECT ALL GAS AND ELECTRIC SERVICES. COORDINATE DISCONNECTION OF EACH UTUIY 81TH THE URUTY OWNER. REMOVE ALL GAS AND ELECTRIC ONES. 8. THERE MAY BE MISCELLANEOUS ITEMS TO BE REMOVED THAT ARE NOT IDENTIFIED ON THESE PLANS. THE CONTRACTOR 15 TO VISIT THE 511E AND REVIEW 111E DOCUMENTS TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK. 7. ALL BRUSH AND TREES ON THE TERRA SPRINGS SITE ARE TO BE CLEARED AND GRUBBED. BRUSH AND TREES IN THE CONSTRUCTION ROUTE OF THE PROPOSED 78 -INCH STORM SEWER OUTLET TO THE ST. CROIX RIVER ARE TO BE CLEARED AND GRUBBED AS NECESSARY TO ACCOODATE INSTALLATION OF THE PIPE UNE. COORDINATE RESTORATION OF LANDSCAPING IN ROUTE OF 38 -INCH STORM SEWER WITH CITY OF STLLWATER. 8. THERE ARE ARCHAEOLOGICALLY 5ENSITVE AREAS ON SITE. THERE 15 ALSO SOME WROUGHT -IRON MATERIAL ON SITE TO BE SALVAGED AND STORED. PRIOR TO CONSTRUCTION. THE CONTRACTOR IS TO COORDINATE M1T1 THE ARCHITECT THE AREAS TO BE FENCED -OFF AND PROTECTED. CONTRACTOR I5 TO COORDINATE WITH ARCHITECT THE WROUGHT -IRON MATERIAL TO BE SALVAGED. STORED AND PROTECTED ON SITE. KEYED NOTES ALL KEYED NOTES ARE DENOTED WO CR RAN 0I SAWN AND REMOVE RWANDA 00910810 ORE ARRO5 CONCRETE CURD AMT GUTTER AND CONCRETE WALKS REMOVE CONCRETE CURB AND GUTTER AND SIDEWALK AT NEAREST JOINT. REFER TO SITE LAYOUT BAN AND UTILITY PLAN FOR REYOV/L LIPS COORDINATE AL BERK W1H WERT AD THE OTY OF STILLWATER. FOLLOW Al ROES AND REGULATIONS WREN 80R1NG 9 PUBLIC RIOT- OF -6A0 STOW EASING STORM SEDER MAIHO.E. CATCH BASIN PIPING AND SPURS/MMES. CATCH BA515 N MAN SKEET ARE NOT TO BE DISTURBED. Q 8-11CH VW SEMI SEVER 6 10 BE CAPPED 5 -FEET NEST O ELECTRICAL TRAMFORAIER. ELECTRICAL 118 SFORIER 15 NOT TO BE DISTURBED. 0 9-1401 WARMS TO BE CAPPED 5-FEET NEST OF 90084UC 5LDEWAX 6 NOT 10 BE DISTURBED. OS KINK ETON SEWER PIPE ON BEST SCE O CATCH BASIN. MEOW ALL NECESSARY 90EWAK AT NEAREST JOINT FOR NSTALLAINN CF NEW APE REFER TO MUTT PLAN. 0 REMOVE SANITARY MANHOLE AND PROM TO 111E FAST AS NECESSARY FOR INSTALLATION OF NEW MIMI SHINGLE KM TO unit RUIK Oi REMOVE 10 118 -RICH CDTTWMODS AND ONE 8-19CH ASPER. Oe APNRO5MAIE LOCA11N O 510.LWATER'VELCWE' MN. CAREFULLY REMOVE MO SAVAGE SON AND APPURTENANCES RETURN TO OWER. BO STREET UOR 6 TO BE REMOVED AND REINED 10 THE ow O 5181WAER M CONCRETE SIDEWALK 15 NOT D BE DIMMED UNLESS NOTED 01HFNWSE 11 UTUTY POE Is NOT 10 BE DISTDBED. lOR COORDINATE REMOVAL AND DISCONNECTION O CABLE 1V, ELECDBG. GAS AND TELEPHONE W16 APPROPRIATE 111017 OWNER. Al CABLE N. ELECTRIC, GAS AND 101114 ME 6 TO REMOVED FROM THE 911E AND LEGALLY 019'OSE0 O OT -911. 13 DI5WNECT E8STNO ON -91E WATER SEWAGE TO 111 STE no my OF STLLWAIER S1ARDAR16 AND STOMPERS. AL WATER SERVICE PIPING RRE HYDRANTS MO APPURTENANCES ARE TO BE MEMO AND LEGALLY DISPOSED OF DFT -91E OIORONATE ALL WOW W10 DE OTT 00 0111 MIEN p UMW POLES ARE 10 BE REMOVID AND LEGALLY DISPOSED OF OFF -91E 16 ENSRNG INDIAN BATUE O ORES MONMENT IS TO BE RUINED AND SAVAGED BY OTHERS RAGSTONE WINK IS TO BE CAREFULLY REMOVED. PLACED ON PALLETS AND STORED ON 91E. CONDNCTO4 6 TO VI9I THE STE AND DETERMINE TIE MOIST 10 BE MIMED MS SAVAGED. COMMIE W19 MERE CONTRACTOR FUR SCRAM O' FLAGSTONE MATERIAL 11 ROAMING 8E11S ARE TO BE RANDOM) PER STATE OF MMNESOTA DEPARTMENT OF HEALTH WALES AND REOAAIRS CONCRETE PATS ARE 10 BE REMOVED AND LEGALLY DISPOSED O OFF -SITE fe ONDEROROII81 FUEL TANK 6 TO BE REMOVED AND REGALLY DEPOSED O OF -91E. =ROTATE ANT FOLLOW ALL MP01E50TA POLW110N CRAM AGENCY RILES AND REGULATORS. ij MOT D START O COISTRUCDO9, 11E CONTRACTOR IS TO CAREFULLY POIHdE AND 0010018(0411 UNDERGROUND TANK (MST IF 50 THE CONTRACTOR 6 TO IWEOM1ELY CONTACT Tiff ARCHITECT. ® C014410101490105! PP FOMDAEON WALL AND FORNGS st REMOVE WIE FENCE ® EASING BURNT 6 NOT 10 BE DISTURBED. COOAONATE 161H ARCHITECT DE MEDICO 111E EMSTNG BUILDING WALLS ARE 10 BE 91PPCR1ED DURING OEMOITION AND CONSTRUCTER ACIIWI615 ON 911E [T] 1 66051 ENCLOSED LOADING DOOM AND FOOTINGS COORONA1E REMOVAL WITS W111 THE AROBIECT AND 010UCIURAL OWNER. ▪ RBLm s (0511X0 ammo 861.9. COMMAS REMOVAL MOTS W19 THE ARDNIECT MD STRUCTURAL ® EXISTING BUILDING HAS BEEN BURNED DOM BUT SERE EXTERIOR WALLS RERAN STANDING. TIMOR CONCRETE 948 FLOOR 6 SILL INTACT ON WEST SIDE O STUN% 90040E CONCRETE 909 AND ASSOCIATED FOTINGS EXTB8OR WILLS AE NOT 10 BE 0511RNE0. COORDINATE 1419 ARCHITECT TIE ME171D TIE DID511NG BUBONIC WALLS ARE TO BE SUPPORTED TURING BETOUTEN AND CO1S1RUCTDN WIRES ON 911E ® EASING SPURNS ARE TO REMAIN POSTURED. © CAWS ARE TO RERAN UND6T RBE0. ® ALL TREES, BRUSH MO DEBRIS ARE TO BE EMOTED AND TRAIT DISPOSED OF OT -91E ® ALL EASING 91WNOI5 PAVEMENT IS TO BE REMOVED AND LEGALLY DISPOSED OFF 91E. RUNG OUT STONE CURB 6 TO BE CAREFULLY ROVED, SALVAGED MID STIED O PALER ON 91E CONTRACTOR IS D MST 1E 911E 1D BETERDBE TIE MOM O OUT STOW OURS TO BE REMOVO AND SALVAGED. COORDINATE STORAGE LOCATION WIN GENERAL CONNACTOR g ALL GRANT PNNNG AREAS AND DRIES ARE TO BE REMOVED AND LEGALLY DISPOSED OF OfF -91E 31 ETD 8915 ARE TD MAN UN04511. BED. ® SIRE GUARD II6.15E 9 TO RERAN UNDISTURBED. ® REY01E DM= CONCRETE avow APRONS E BULKHEAD (8S1DG SRN SEWER DURING WNST UCINN O NEW STORM SEVER APPURTENANCES REFER 10 UTIUIY PLAN 11.1 IN EASING WATERMAN 15 TO BE CAPPED AND PLUGGED 5 FEET FROM EXISTING RESTING WALL • DSCDNEO MO REMOVE EASING EROTICAL 111AK1ORYER AD RETURN TO LOCAL E1EC1RM RUN. 0001OMA10 WON WTI LOCAL ELEGIAC U91tt E 116 AREA 6 AN APPROXIMATELY 8.51007 BEEP HOD ERASING OVER AR AREA O ABOUT 130 FEET BY 85 FEET. TEN EASING 4 -F031 BY 4-FOOT SINE NBIDPM' FOOTINGS AD A PERIMETER FORMATION WALL RYAN STANDING. EXITING F001NG5 AD FOUNDATION WALL ABE NOT TO BE DOMED OUTING DA*O9OL HOLE IS NOT TO BE FOULED N AS PART CF 091061169. J.BUXELL ARCHITECTURE, LTD B LDG 8u14.11)9 9919061181)01180888068 B M Bench Mark MRNRAPOLL9,MNNRXITASSW1 CB Catch Basin CL Center Line Te5l..16l1U30l7T3PAX {611$380048 CONC. Gamete ° DIP Duane Iron Pipe ELEV Devotion UTI8ANPIAIJNND (X. Existing OPeKNPACBOMO1N FFE Invert FlnAhed Flo (1.1. ACBR4;T0 Floor m61 INV LANDSCAPE MB MAX Invert MA Minimum GItAW11W MH MN Minimum N0. Num w RCP Reinforced Conte Pipe R.O.W. RIO- of -Way Atill wamalAm 1111. w 0 25 50 75 SCALE T" =50' z z DEVELOPER: FRAUENSHUHI SWEENEY PUD SUBMITTAL PADS 1 & 2 DEMOLITION PLAN NOT FOR CONSTRUCTION DATE: 07.25.03 PROJECT NR: 02217 00 DESIGNED: TJC DRAWN SLK C1.1 FILTER FABRIC GEOTEXILE FILTER FABRIC SHALL BE INSTALLED PER SILT FENCE GETML MAXIMUM DISTANCE BETWEEN POSTS IS 4'. AN EXTRA POST MAY BE ADDED ON EACH SIDE 4 ' R.� WOOD OR METAL STAKE PLACE BOTTOM EDGE OF FENCE INTO 6' DEEP TRENCH AND BACKFILL IMMEDIATELY. FABRIC POSTS 4' ON CENTER POSTS SHALL BE 2" x 2' HARDWOOD, PINE OR STANDARD STEEL FENCE POSTS POSTS SHALL BE DRIVEN 2' INTO THE GROUND. N© CATCH BASIN SEDIMENT FILTER SILTATION FENCE (ORANGE - COLORED) way NIT TO SCALE 11, NOT TO SCALL GRADING, DRAINAGE AND EROSION CONTROL PLAN r- 50' MINIMUM TWO (2) FOOT HIGH ROCK BERM CONSISTING OF 1 INCH TO 2 INCH DIAMETER WASHED ROCK EXISTING BITUMINOUS - 4:1 SLOPE � � k 1 SLOPE a yYa Mme • - • Aft 16' 50' MINIMUM .�J ROCK CONSTRUCTION ENTRANCE T TO SCALE - 12 INCH MINIMUM OF 1 INCH TO 2 INCH DIAMETER WASHED ROCK GEOTEXTIE FABRIC 1. MINIMUM LENGTH OF 50 FEET AND WIDTH OF 12 FEET. 2. FOLLOW ALL QTY, WATERSHED DISTRICT AND MPCA STANDARDS. 3. CLEAN STREETS ON A ONLY BASS OR MORE FREQUENTLY IF REQUESTED BY CITY, WATERSHED DISTRICT OR MPCA IT IS THE CONTRACTORS RESPONSI8UTY TO FOLLOW ALL MN OT REGULATIONS WHILE WORKING IN 111E MAIN 5T , RIGHT OF WAY. PRIOR TO CONSTRUCTOR OF ORIVEWAY.ENIRANCES AND UIIUTY CROSSINGS, 111E CONTRACTOR IS TO SUBMIT A TRAFFIC CONTROL PLAN MID NODFY 86/002 OF WHEN WORK IS PLANNED TO COMMENCE ALL BITUMINOUS PAVEMENT, SIDEWALK AND WE AND GUTTER REMOVALS IN MAN STREET RIGHT OF WAY AND OTY PARKING LOT ARE TO BE REPLACED N -IOND. CONTACT THE CITY Of STILLWATER FOR ORNAMENTAL PAVER AND SDEWALK REPLACEMENT GUIDEUNES. MAIN STREET PAVEMENT 5ECTd1: 1 INCH 2361 BIT. WEAR COURSE 4 OUCHES 2331 TYPE 328 BIT. BASE COURSE 11 NOES CLASS 5 AGGREGATE BASE CITY P611110 I OT PAVTMFNT SECTION. 1 -1/2 INCHES 2331 TYPE 411 BIT. NEAR COURSE 1 -1/2 INO1E5 2331 TYPE 32B BIT. BASE COURSE 6 INCHES CLASS 5 AGGREGATE BASE KEYED NOTES E1 RAMP SIDEWALK DOWN TO MATCH FINISHED GRADE OF DRIVE ENTRANCE ID PEDESTRIAN CURB RAMP - REFER TO DETAIL ID CURTAIN ORAN - REFER TO OVAL 4 /C1.6. ❑N REFER TO DETAIL SHEET 11/C1.6 FOR CROSS SECTION A -A 0ETAUNG THE PARALLEL SPRING AND S SW ALES . O REFER TO UTILITY RAN 211.3 FOR CON NECTING 111E PROPOSED 8 -INCH WATER LNE TO THE E %ISTINC12 -INCH WATER LINE IN NORTH MAIN STREET. SAWCUT BITUMINOUS MID REMOVE CURB AND GUTTER AS NECESSARY TO CONNECT PROPOSED 8 -NCH WA TER U IE © REFER TO DETAIL SHEET 7/C1.6 FCR STREET CROSS SECTION 8 -B. M REFER TO DETAIL SHEET 8 /C1.6 FOR STREET CROSS SECTION C -C. O REFER TO DETAIL SHEET 9/C1.6 FOR STREET CROSS SECTION D -D. E REFER TO DETAIL SHEET 10/0.6 FOR STREET CROSS SECTOR E -E. 10 SAWCUT REQUIRED TO INSTALL THE 30-IRON RCP STORM SEWER AND 8 -INCH PVC CURTAIN GRAIN UNE. REFER TO UTUTY PLAN 11.3. 11 APPROXIMATELY 130 -FOOT LONG BY 65 -FOOT WIDE BY 6.5 -FOOT DEEP REFLECTOR POND. TEN EXISTING BUILDING FOOTINGS. APPROIOMATELY 4-FOOT BY 4 -FOOT SQUARE, AND A PERIMETER FOUNDATION WALL REMAIN STANDING. INSTALL BENTOMAT CL IMPERVIOUS UNER BY CETCO, OR APPROVED EQUAL AND PUCE ONE FOOT OF FILL OVER UNER ACCORDING TO SPECIFICATIONS. IMPERVIOUS LINE IS TO BE INSTALLED AROUND EXISTING FOOTINGS COORDINATE POND INLET AND OUTLET PENETRATION THROUGH FOUNDATION WALL WITH ARCHITECTURAL PLANS AND UTIUTY DRAWING 0.3. 12 PROPOSED BUILDINGS NUMBERED ONE THROUGH FIVE (SHOWN DASHED ON MIS PLAN) ARE NOT PART OF THIS SITE WORK CONTRACT AND ARE TO BE BUILT BY OTHERS. WITH THE EXCEPTION OF BUILDING NUMBER FOUR, ALL BUILDING PAD AREAS ARE TO BE GRACED TO THE PROPOSED CONTOUR MO SPOT ELEVATIONS SHOWN. PROPOSFD PLAN SYMBOLS SETBACK UNE - PROPERTY LINE - • - • - PROPOSED CONTOUR -La2,) SPOT ELEVATION STORM SEWER CATCH BASIN /MANHOLE • SILTATION FENCE ROCK CONSTRUCTION ENTRANCE ABBREVIATIONS BLDG Building BM Bench Mark CB Catch Basin DIP Ductile Iron Poe EL Elevation EL VA Elevation EXIST ExMting FEE Finished Floor Bev. INV Invert MH Manhole RCP Reinforced C.U. a Pipe FES Flared End Section GENERAL NOTES 1. CONTRACTOR SHALL CONTACT "GOPHER STATE ONE -CALL' TWO BUSINESS DAYS PRIOR TO EXCAVATION AND /OR CONSTRUCTION FOR 1105180 LEERY LOCATIONS. TWIN 011E5 METRO AREA (612) 454 -0002 OR (800) 252 -1166. 2. THE SHOWN LOCATION OF EXISTING UNDERGROUND 01UTE5 15 AN APPROXIMATE LOCATION ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES MUST BE VERIFIED PRIOR TO COMMENONG WORK. CONTRACTOR SHALL FIELD- VERIFY THE LOCATION AND ELEVATION OF 11051160 UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFIED THE GENERAL CONTRACTOR AND THE PROJECT CIVIL ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 3. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON THE STE WMTH THE EXCEPTION OF TOPSOIL, DEBRIS ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL ALL GRADING MATERIAL SHALL BE APPROVED BY SOIL ENGINEER PRIOR TO PLACEMENT. 4. SUBGRAOE EXCAVATION SHAT BE BACKFILLID IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATOR SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF THE EXISTING PAVEMENT. 5. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO COMMENCEMENT OF GRADING OPERATION AND MAINTAIN UNTIL ALL AREAS ALTERED ON THE SITE HAVE BEEN RESTORED. CONTRACTOR SHALL PLACE EROSION CONTROL MEASURES AROUND ALL CATCH BASINS. REESTABLISH TURF AS SOON AFTER GRADING, AS CONDITIONS PERMIT. WITH SOD OR SEEDING AND DISC ANCHORED STRAW MULCH. 6. CONTRACTOR SHALL PROVIDE A MINIMUM FOUR -INCH DEPTH (COMPACTED) OF TOPSOIL TO AL AREAS DISTURBED. TO BE 5000ED OR SEEDED. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL ONCE IT HAS BEEN ESTABLISHED IN 111E FIELD BY THE SURVEYOR. 8. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM DRAIN AUGMENTS. GRADES SHORN ARE FINISHED GRADES CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATOR AND LEAVE STREETS READY FOR SUBBASE. STOCKPILE TOPSOIL AND GRANULAR FILL AT LOCATOR DIRECTED BY GENERAL CONTRACTOR. 9. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL TESTING, MTH NO ADDITIONAL COMPENSATOR. 10. THE SPECIFIED DENSITY METHOD SHALL BE REQUIRED FOR ALL PORTIONS OF PERMANENT CONSTRUCTOR. STANDARD COMPACTION SHALL BE REQUIRED FOR ANY TEMPORARY CONSTRUCTION. 11. ALL EXCESS MATERIAL BITUMINOUS SURFACING, - CONCRETE ITEMS ANY ABANDONED MTV ITEMS AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED LEGALLY OFF THE CONSTRUCTION STE UNLESS OTHERWISE SPECIFIED. 12. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT OR GUTTER LINE, UNLESS OTHERWISE SPECIFIED. 13. SAWCUT EXISTING CONCRETE CURB AND CUTTER AND BITUMINOUS PAVEMENT IN ACCORDANCE WITH SPECIFICATIONS 14. CONTRACTOR SHALL INSTALL, INSPECT. MAINTAIN AND REMOVE THE NECESSARY SIONAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, NCLOONG FIRE/ MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. 15. CONTRACTOR SHALL NOTIFY 11E1 CITY OF STLLWATER. PUBLIC WORKS DEPARTMENT. 48 HOURS IN ADVANCE OF WORKING WITHIN THE SITE OTT OF STILLWATER INSPECTORS MUST OBSERVE ALL WORK COMPLETED ON SITE. INCLUDING THE REMOVAL OF EXISTING BITUMINOUS PAVEMENT. EXCAVATION OF TRENCHES. PLACEMENT OF WATER MAIN, SANITARY SEWER AND STORM DRAIN, CONNECTIONS TO EXISTING UTILITY LINES. BACKFlLLNG AND REPLACEMENT OF 61TUMNOUS PAVEMENT. PAVER 610015 AND /OR CONCRETE CURB AND GUTTER. 16. ALL CONSTRUCTION MUST COMPLY WITH CITY OF STILLWATER CODES AND ORDINANCES 17. PROPOSED CONTOURS ARE TO FINISHED DUDE. 18. EXISTING SURVEY INFORMATION PRONGED BY FOLZ, FREEMAN. DUPAY & ASSOC., INC. AND OTY OF STILLWATER AS -BUILT DRAWINGS. CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. BKBM ENGINEERS, INC. SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY FOLZ, FREEMAN. DUPAY & ASSOC., INC. OR TEE CITY O STILLWATER. 19. ALL SOD AREAS 61TIH A SLOPE GREATER THAN OR EQUAL TO 3:1 SHALL BE STAKED. 20. ALL 3:1 SLOPES CREATED OR DISTURBED BY CONTRACTOR THAT WILL NOT BE SODDED SHALL BE SEEDED AND COVERED WTH WOOD FIBER BLANKET UPON RESTORATION. EROSION CONTROL NOTES: 1. ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OPERATIONS THE CITY ENGINEER MD WATERSHED DISTRICT MUST SE NOTIFIED UPON COMPLETION OF DE INSTALLATION OF If REWIRED EROSION CONTROL FACILITIES AND PRIOR TO ANY GRADING OPERATION BEING COMMENCED. THE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A PRE - CONSTRUCTION GRADING 8111160 ON -SITE WITH TIE 01Y ENGINEER AND WATERSHED DISTRICT. IF DAMAGED OR REMOVED DURING CONSTRUCTION, ALL EROSION CONTROL FAOUTES SMALL BE RESTORED AND RESET IN PLACE AT THE END OF EACH DAY. 2. ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE CITY OR WATERSHED: BEFORE. DURING OR AFTER THE GRADING ACTNTES, SHALL BE INSTALLED AT THE REQUEST OF THE CITY AND /OR WATERSHED. 3. NO DEVIATIONS SHALL 81 MADE FROM THE ELEVATIONS SHORN ON THE APPROVED GRADING PLAN, WITHOUT PRIOR APPROVAL FROM THE CITY. 4. FOR SITES GREATER THAN 5.0 ACRES, AS REQUIRED BY THE MPCA PERMIT REQUIREMENTS. THE PERMIT APPUCANT MUST KEEP AN EROSION CONTROL. INSPECTION LOG. INSPECTION MUST BE MADE ONCE EVERY SEVEN DAYS AND WITHIN 24 110.165 AFTER EVERY RAIN EVENT. THE INSPECTION RECORD MUST BE MADE AVALABLE TO THE CITY AND WATERSHED WITHIN 24 HOURS OF REQUEST. 5. FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) SHALL BE ROUTED TO SEDNENTAIIOU BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW OR LATERAL CONVEYORS AND TO PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THE CONVEYORS. 6. SITE ACCE55 ROADS SHALL BE GRADED OR O1HERI1SE PROTECTED WITH SILT FENCES DIVERSION CHANNELS, OR DIKES AND PIPES TO PREVENT SEDIMENT FROM EXITING THE 517E NA THE ACCESS ROADS. STE- ACCESS ROADS/DRIVEWAYS SHALL BE SURFACED WITH CRUSHED ROCK WHERE THEY ADJOIN EXISTING PAVED ROADWAYS REFER TO CITY OF STILLWATER STANDARD STANDARDS 7. S0LS TRACKED FROM THE STE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED DAILY FROM PAVED ROADWAY SURFACES, OR MORE FREQUENTLY F REQUESTED BY CITY OR WATERSHED, THROUGHOUT THE DURATION OF CONSTRUCTION. 8. DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS REQUIRE AND /0R AS DIRECTED BY THE CITY OR WATERSHED. 9. ALL EROSION CONTROL MEASURES SHALL BE USED AND MANTNNED FOR THE DURATION CF SITE CONSTRUCTOR. IF CONSTRUCTION OPERATORS OR NATURAL EVENTS OAMAGE OR INTERFERE WITH THESE EROSION CONTROL MEASURES THEY SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. - 10. ALL CONSTRUCTION AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS POSSIBLE ANY AREAS MUCH HAVE BEEN FINISHED GRADED OR AREAS THAT HAVE BEEN DISTURBED AND FOR WHICH GRADING OR SITE BUILDING CONSTRUCTION.OPERATINS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND MULCHED AS SET FORTH IN 1HE FOLLOWING PARAGRAPHS 'WITHIN 14 DAYS: A. THE SEEDING CONTRACTOR MUST CONTACT THE CITY AND WATERSHED PRIOR TO APPLICATION OF SEED AND MULCH. B. ALL SEEDED AREAS SHALL BE EITHER MULCHED AND DISC- ANCHORED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND UNIT EROSION. TEMPORARY OR PERMANENT MULCH SHALL BE DISC - ANCHORED AND APPLIED AT A UNIFORM RATE OF NOT LESS THAN 1110 TONS PER ACRE AND NOT LESS THAN 80W COVERAGE G IF THE GRADED AREA 15 ANTGPATED TO BE RE- OI51URBED/DEVELOPED WITHIN SIX MONTHS. PROVIDE A TEMPORARY VEGETATIVE COVER CONSISTING OF MINNESOTA DEPARTMENT OF TRANSPORTATION ( MNDOT) SEED MIXTURE 1308 AT A RATE OF 25 POUNDS PER ACRE. D. IF GRADED AREA WILL NOT BE DEVELOPED FOR A PER100 GREATER THAN SIX MORTIS. PROVIDE A PERMANENT VEGETATIVE COVER OF SEED MIXTURE MNDOT 600 AT A RATE OF 50 POUNDS PER ACRE. E GRADING BONDS OR THE EQUIVALENT SECURITIES SHALL BE RETAINED UNTIL TURF HAS GERMINATED AND SURVIVED A 60-DAY GROWING PE9100. F. ALL AREAS THAT WILL BALI BE MOWED OR MAINTAINED AS PART OF THE ULTIMATE DESIGN MU. BE PERMANENTLY RESTORED USING SEED MIXTURE MNDOT 608 AT A RATE OF 50 POUNDS PER ACRE 11. WHENEVER OTHER EROSION AND SEGMENT CONTROL PRACTICES ARE INADEQUATE, TEMPORARY ON -STE SEDIMENT BASKS THAT CONFORM TO THE CRITERIA FOR ON -STE DETENTION BASINS SHALL BE PRONGED. 12. RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS PRONONC THEY ARE NOT NEEDED DURING CONSTRUCTION. WHERE STORM SEWER CATCH BASINS ARE NECESSARY FOR STE DRAINAGE DURING CONSTRUCTION. PROVIDE SEDIMENT TRAPS PER SPECIFICATIONS. 13. GRADING ACTIVITIES PROPOSED TO BEGIN AFTER OCTOBER 15 WILL REWIRE AN APPROVED PHASING SCHEDULE THE AREA OF LAND THAT THE 01Y WILL ALLOW 1O BE DISTURBED AT THIS TIME 00 YEAR WILL BE SEVERELY UNITED. THE CITY CULL ALSO REQUIRE ADD5ONAL EROSION CONTROL DEVISES. I E. TEMPORARY SEDIMENT BASINS. DORMANT SEEDING AND HIGH RATES OF APPLICATION OF BOTH SEED AND MULCH. 14. FILTER BLANKET AND RNRAP SHALL BE INSTALLED ON THE DOWNSTREAM SIDES OF ALL STORM SEWER OUTLETS. ALL RIPRAP SHALL BE DESIGNED AND INSTALLED M1T1 A FILTER MATERIAL MEETING THE MNDOT SEEOFlCA1ONS FOR RIPRAP AND FILTER MATERIAL 1£ EROSION CONTROL FACIUTES SHALL BE INSTALLED AND MAINTAINED AROUND THE PERIMETER OF ALL LAKES, PONDS AND WETLANDS WITHIN OR ADJACENT TO THE AREA TO BE GRADED UNTIL THE AREA TRIBUTARY TO THE LAKE POND OR WETLAND 15 RESTORED. 16. TO MINIMIZE EROSION. ALL 3,1 SLOPES SHALL BE COVERED WITH MATERIAL APPROVED BY THE CITY'S ENGINEERING DIVISION AND WATERSHED DISTRICT, SUCH AS FlBROU5 BLANKETS OR STAKED 500. 17. ALL SEDIMENTATION OCCURRING IN STORM SEWERS. DITCHES LAKES, PONDS AND WETLANDS SHALL BE REMOVED PRIOR T0, DURING OR AFTER COMPLETION OF GRADING ACTINIDES. 18. EROSION CONTROL ITEMS AND DEVICES SHOULD BE REMOVED ONLY AS DIRECTED BY THE OTY AND /OR WATERSHED. 19. FLOATATION SILT FENCE IS TO BE PETALLED IN THE RIVER AREA 501)111 AND EAST OF 36 -1801 FLARED -END SECTION INSTALLATION AT 5T. CND% RIVER AS DIRECTED BY ENGINEER. DISTURBED AREA IS APPROXIMATELY 8 ACRES J.BUXEI ARCHITECTURE, LTD 915NO6THTHIR06TRBBT MNNIIAPOJB,MNNRYIIFA 104 06X46125116-0041 env/N =Tam URBASPLANNMG OP&VBPACB(vWan nncMTecnmB LANDSCAPEARCBITHCNIIB ORAPRKS 21/11.1.1011{ INDIUM SLIVIVIIION MO 1.ADULIIIIMMEIZO TZ:s " vv . 174: 0 25 50 75 DATE: PROJECT NR: DESIGNED: DRAWN SCALE. 1 " =50' DEVELOPER: FRAUENSHUH/ SWEENEY PUD SUBMITTAL PADSI & 2 GRADING, DRAINAGE AND EROSION CONTROL PLAN NOT FOR CONSTRUCTION C1.2 07.25.03 02217 00 TJC SILK IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY 1HE LOCATION, ELEVATION MD MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS. THE ENGINEER. ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE USU11E5 ARE MAPPED, OR F MAPPED, ARE SHOWN CORRECTLY. CONTACT GOPHER STATE ONE CALL AT 651- 454 -0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL MN/DOT REGULATIONS WHILE WORKING IN THE MAIN STREET RIGHT OF WAY. PRIOR TO CONSTRUCTION OF DRIVEWAY ENTRANCES AND UTILITY CROSSINGS, THE CONTRACTOR IS TO SUBMIT A TRAFFIC CONTROL PLAN AND NOTIFY MN /DOT OF WHEN WORK IS PLANNED TO COMMENCE. ALL BITUMINOUS PAVEMENT, SIDEWALK AND CURB AND GUTTER REMOVALS IN MAIN STREET RIGHT OF WAY AND CITY PARKING LOT ARE TO BE REPLACED IN -KIND. CONTACT THE CITY OF STILLWATER FOR ORNAMENTAL PAVER AND SIDEWALK REPLACEMENT GUIDELINES. MAIN STRFET PAVFMFNT SECTION; 1 INCH 2361 BIT. WEAR COURSE 4 INCHES 2331 TYPE 32B BIT. BASE COURSE 11 INCHES CLASS 5 AGGREGATE BASE tTTY PARKINJ3 LOT PA3/ M.fNT SECTION; 1 -1/2 INCHES 2331 TYPE 41A BIT. WEAR COURSE 1 -1/2 INCHES 2331 TYPE 328 BIT. BASE COURSE 6 INCHES CLASS 5 AGGREGATE BASE 4 U UTILITY PLAN 1'= 50' KFYFO NOTES. NEED NOTES ARE 91018 AS OCR ME PM. Eli E[TT', NEN B-INOR WATER IAN INTO MEMO 12 -11E01 WATER IAN. FOLLOW ALL CPI OF STLLWAIER STMOARDS AIB SPBi1GDON9 AND MINNESOTA OEPMTNENT OF MANSPGTATtlN. 0 INSTALL 8-804 DP 11 1/4 DECREE BEAD MM MEAT BLOM. INSTALL 6-801 DP GTE VALE. El SMUT AND ROME ALL NECESSARY BITUMINOUS PATIENT. CURB R 411106 AND SIDEWALK RE016FO FOR WATER MAN RETALIATOR CONTG06 B RFSPOBBE FOR OBTAT8O ALL PERMITS AND FOR 'RAMC COLT OL COY OF BTRLWA)ER AB IQOESOTA DEFAMER, OF 1RANSPO TATOR STANDARDS AND SP LLIGTON4 FOR REPLACEMENT OF DISTURBED SURFACES. INSTAL 8-•01 X 6-861 DIP WE 11TH 1MU9T HOCK, © SNUB NEW 6 -11104 WATER SERVICE 1-FEET FROM mama INSTAL 6-601 GTE VALE ON SERVICE ORE CDOmGTE EXKT LOCATOR AND ELEVATOR NM MECHANICAL CONTACTOR P918 TO START OF CONSTRUCTION. E❑ INSTAL FIRE HYDRANT AND VALE PR CITY OF STILWATER STANDARDS AND SPECR1GT K. [] INSTALL 6-040) X FNOI OP TEE AM) 6-804 or 0-10101 REDEEM FOR NITRAM LEAD. 6.f INSTALL 8-801 80 DGEE 000 Nm THRUST 0004. 10 MULL 6 -NCH WA165 4)0.10, 9015 AND COER it 15001E 45100 111-N24 5160 PK, MARHOES AND CATCH BASES FOR N91AUA1WN or NEW. 0 INSTALL 0-001 X 0-800 or TEE AR nom ROCK IN61AL1 8-0401 X 6 -NCH OP CROSS AK TROT 011300. Q 04201 TO ARORTEDIURA. ONAYR.S FOR DUILET/MET s19NC1URS N 001810 POD, IS PRIOR ro START 6 CONSRU010X. ME CONTRACTOR IS TO IOIIBLE NO son' TAT THE PERT ELEVATOR OF 00STNG 0-4NCX 10044 WEARY SEVER IS 68730 AND M1EDIATELY CONTACT DEANER IF 67DiENT. CONTRACTOR 15 10 REMOVE ALL NECESSARY HARD REPACK PONIED FOP PETALUMA W60NATE ALL WORK NN lUE OTT OF V A.IRI 1 TO AND ME EI 91000 A DEPARTMENT OF PARSPORTACE, FOLLOW MUMMER ALL CITY MUMMER E. WITH M CONCRETE STANDA DS 1 SFECIFCATES P 6 CASTING B ro BE MI. WM NEN MEW L% CORONATE TOP 6 CASTRO ELEVATE CCRETE SCE.. CETR.TCR. El STUB NEW 6-NNCH P0C 9605 5-FEET FROM BELTING AT INERT PEVATON 8326 COORCENAIE EXACT LOCATE AND INERT ELEVATOR 9m MECHANICAL CPORACro0 PROP TO START OF WXS0NUCm.L n STUB NEW B-INCH PE 8635 5-FEET FROM BUNGING AT M M ELEVATOR 912.70. COORDINATE TACT LOCATION ANT RVIRT ELEVATION NM MECHAN0L C61RAC40R PROP TO START 6 CONSTRUCTOR M MOB NEW 9 -NOR PYC SORTS 5-FEET FROM 00001* AT NNW ELEVATION 58331. 00001HA0E EXACT LOCATOR AND INVENT ELEVATION Nm MECHANICAL CONTRACTOR 866 56 STMT OF COLSRUCRO. EI STUB REM 0-NOH PVC 5635 5-FEET FROM MILD= AT INVERT ELEVATOR 7605 COOONAIE OACT LOCATE MO INSERT ELEVATE NM MECHANICAL CORTRACIO6 NKR TO STAG OF CONS NUCTOR ® STUB NEW 5 -X101 PLC SEM 5 -FEET FRE MLOHO AT INVERT ELEVATE B9354. COORDINATE EXACT LOCATOR AND BERT ELEVATION NM MECHANICAL CONTRACTOR PROR TO START OF CONSTRUCTOR IE SIB NEW 12 -NCH REP 310101 LEADER 5 FEET KM BUILDERS AT REVERT REVAMP 567.30 COOONAIE EXACT LOCATOR AND IM0T ELEVAI4M 4918 IEEMKJL CONTRACTOR 150E TO START OF CESTRUCTE. D STUB NOV 12 -1101 RCP 51061 LEADER 5 FEET DBM BUILDING AT INERT E1£VAMIN 567,01 COOBNAIE ENACT LOCATION AND INERT ELEVATE NTH MECNANCAL COMPACTOR PRIOR TO START OF 0151•10101. ▪ 571B NEW 12 -1110I RCP NOM LENJm s FEET FEE BOL0N0 AT emu ELEVATOR 705,71 COMPETE EXACT LOCATOR AR0 INERT ELEVATE 111111 MEEPAC. CONTRACTOR PRW TO START 6 OOBTMC16. ❑N STUB FEN 6-861 WATER sERM6 5 FEET FROM MINK NS1ALL 0-NOR BY 60001 TEE AND N -PPM 001E VAE FOR WATER SEANCE NSTRLATOR, 546 NEW 12 -01104 MP sow I MER 6 ME FROM IMMO AT PERT ELEVATE 001 COORDINATE EXACT LOGE. AND INVERT ELEVATOR 9M ME01AR141 CRPACIOR PRIOR TO START OF 001819CIIOR. TMH /56 2.RT GRAN :URT N `URTAIN GRAN CO 159 CO 150 48 48 N/A N/A STORM SEWER TABLE R- 1733 895.8 R -1733 693.7 R -1733 694.2 N/A 700.0 N/A 700.0 IN INVERT ELEVATOR w MECHANICAL CONTRACTOR FROM PRIM TO STMT OFF CONSTRUCTOR EXACT LOCATION MO gl INSTALL SAND FILTER DRAM FELD. REFER TO DETAIL 12/0.8 FOR LAYOUT AND EMOIN1 NMd CON81*401 M 6 THE ORAN 040 15 C 4140115 RACE FILL 56 PROPOSED GRADES MD FENCE -OFF AEA CONSTRUCTION E0IENENT OR STORAGE OF CONSIRUONN SUPPLIES DR ENS 15 PROMOTED N MS AREA ONCE 110 DRAIN FELD B DALE. 0 L K P R REFER TO C61Ed PANS ON GETAE SHEEETF TEARER( MAN, PEKE. CONEC AN TORS PK 11 G1E0 COMPOSED ® 800 E TO W META[ SHEET 9 FOR NN, 'MOLE, STORE. 6 M 8 IXCI CORRUGATED ® REFER TO 0053E 5/CIA FOR CONSTRUCTOR or HOPE DRAM BASF, N CAP AND swam MEMO STORM sem 0NQ ® SINN C PVC PPE FROM SOUTK T GRAMME BASIN ARM SPRNCLNE 630 -001 RCP. KKR TO TABLE FOR MEM ELLRATOM. ® SATCET FAEROE FOR INSTALLATION OF PROPOSED 30 -1001 R6 MAN STORM SEWER OUTLET NA 0 -1101 PTO 0NRTO9 GRAN CUTLET UNOA ADAM 5E1 E1. PRIOR TO CONSTRUCTOR. von. LOCATIONS AN) ELEVATORS 6 EATING EYRIES INSTNIID R STREET. VERIFY STREET ELEVATION TO KNEE LEMUR PIPE CORR OF 2 FEET. 8-001 PVC OBTAIN DRAIN OUTLET I5 TO BE RI5TNIEU NOME LINN SIGN SEVER PPE AND NSGATD PR DEEM 0/0.1A VORTEOMCS WATER TREATMENT STRUCTURE FM PE- TREATMENT OF SIMI MAZER 001ER040 SYSTEM. REFER 10 OEERL SWEET CD FOR VORTECIMES PANS ® vDRlE01N6 GTR 1REAIMEM 51RUC11K FOR PRE- TREATENT OF STERN •1E8 00110 0 SERE REFER TO DETAL SHEET CIE FOR VGOEO8K5 PANS gi ALL SIG WATER IREAT NT STRUCTURES IMOFAd AN OUND STORAGE TAPS D DRA MELD 15 CONSTRUCTOR IMMEDIATELY MEN N ACE FILL TO PROPPED GRADES AND 119100 -OF ENTR AREA CON610301)04 TORREM OR STORAE 6 CON511NCTNM SUPPLIES OR CONK N THIS ALFA B PR8BIF0 ONCE STRUCTURES ARE BUILT AND ARd M FENCED OT. UTILITY NOTES 1. COORDINATE SERVICE CONNECTOR LOCATORS AT 1HE 63400) O Nib ME ME04ANCA CONTRACTOR AND RETAN.) WALL CONTRACTOR KKR TO CONSTRUCTION. NO ADDITIONAL COMPENSATOR NU- P A1L01ED FOR UNCOORDINATED WORK 2 PROTECT ALL (05100 STRUCTURES ARO OWES 9001 ME NOT 9CNE0NID 10 SE 6 00ED. 1 ALL SEWER ANO WATER CROSSINGS SHALL NAE A MINIMUM VER11CK SEPARATION OF 2 FEET AN HORZORTK SEPARATOR OF 10 FEET. FOLLOW ALL HEALTH DEPARTMENT STANDARDS. 4. ALL WATER MAIN SHALL BE PETE IRON PPE CLASS 52 S ALL WATER MAN MALI. NAT 75 6 CORE DER TOP OF PPE. S POEM THRUST BLCLEN0 d ILL WAVER MAN Pd CTM 12/0.7. PROVIDE MEOIRAGL JONT RES)RAN15 OR AL BETE VKVE1 TEES PLUGS AM HYDRANT LEAKS 7. 0 1 1 4 1 ( 60 1 6 1 4 14 . 51 9DR 25 UNLESS NOTES OM:KEE. 3 R6 51601 SEVER WINO SHALL 8E CARE 5 UNLESS NOTED ORIER9S. S ALL NP= WATERMAL. SANITARY SEVER AND STORM SEVER SERMCE 91E5 ARE TO BE MARKED AT ME OF THE STUB 910 A 4 BY 4 RHEA OR METE- PALE, 10 ALL PXOP05ET GTE BASINS ARY SANTA. SERB STRMMRES SNAIL BE LINED NM *PAST RD UINEC OR ',PROVED EQUAL 1 I ,MH too 5 s . 1 , L P F ng F R� PM A � !80 RI 8 0 9 31 LF. OF B' PVC 0 1.008, STMH 158 g N. 68 248 L.F. ,00 F. OF 4 PVC 0 15. CO /59 out ��9 1.66 130 L. F. OF (S PE 0 1. 008. CO61AN OREN W. 889:10 46 L.F. OF 8' PVC 0 2.450 CURTAIN GRAN AN I" ARY SEWER TA 3LE STRUCT STRUCTURE NEENAH 104 INVERT PIPE LENGTH. DANCER, SLOPE IDENTIFICATION " CASING ELEVATION ELEVATION It NEXT UPSTREAM (INCHES) STRUCTURE 886.00 1 5MMH /1 48 R -1733 695.9 (FIELD 4[0441 5. EK 687.50 32 OF 6' PVC 0 0.4015, 8ANMH 12 ! 0-1737 696.00 W. 687.9 89' OF 8" PVC 0 0,4015. SWYH u F. L 88828 687,9 8 . 0300 4015 �,{ 5-1733 898,20 5. 892.30 iii: OF 8" PVC O 0.{015: MN SATURN 14 ISANMH 12 48 1 8111141 /3 48 I SANMH /4 48 R - 1733 702.5 SAN j5 48 R -1733 708.6 0171510E DROP 1SANMH i5 48 R -1733 710.2 1 0114V DROP SA NMH /7 ROP 48 R -1733 898.4 ISANMH /e 48 R -1733 710.1 STRUCTURE STRUCTURE NEENA,, TOP INVERT PIPE M PE LENG, DIAMETER. SLOPE IDENTIFICATION DIMENSION CASTING ELEVATION ELEVATION O NEXT UPSTREAM STRUCTURE (INCHES) I STCB 0 60 R -3087 892.0 I STCB 1 60 R -3067 692.0 /STUN 0 84 R -1733 1E1. 5100 /1A N/A N/A I C 11B I 72 0 -4342 NCB 11C 1 48 10 -4342 I STMH 12 I 86 IR -1733 I STMH /3 1 66 IR -1733 I 704.7 I IOW/INFIELD I (SEE DTI-) I (SEE 011-)1 (SEE 011.) 1 I IRR. TANK i (SEE DTL) 1 (SEE 070)1 (SEE OIL) 1 DER, TANI( I (SEE 511.) I (SEE DTL)I (SEE 011.) F I MMyEgR) 48 IR -1733 I 703.6 I Fr CII) I 48 IR -1733 1 705.0 SLAIN 18 48 IR -1733 I 704.7 CB /7 24 X 36 10- 3380 -A1 7021 CB 18 24 X 36 I0- 3360 -A1 702.1 SINN 19 48 I11- 3380 -1 I 705,9 CB /10 24 X 36 IR- 3360 -A 706.1 CB /11 1 24 X 36 115- 3300 -A 708.1 ICB 02 I 48 IR -4342 703.4 ICB 113 11 � 1I � F 48 iR -4342 704.9 � CB DTL 5/00 .6 R-4342 702.6 (MRTFf 1 48 � R -1733 704.7 STYX 116 SAM 117 CB 118 CB 119 CB 120 CB /21 CB j22 MI 12 (SKIMMER) INLET j24A OUTLET j25 CB /26 C /27 CB 128 FES 129 OUTLET 130 I MH 131 ICO 132 ICB 133 I MH 134 I CB 135 EX. CB /36 1 08 137 I CB 138 I CB 139 I CB 140 STAN 141 I CB /42 I / IFES 144 IFES / ICS 146 16 147 FOP /48 CB /49 CB 150 CO /51 CB /52 C /53 CB /54 CB /55 48 R -1733 1 704.9 48 R -1733 705.7 24 X 36 R -3067 705.5 24 X 36 R- 3360 -A1 705.5 24 X 38 R- 3360 -01I 703.0 24 X 36 R- 3360 -A 703.0 48 R -4342 704.0 48 R -4342 702.0 48 (SEE OTL) (SEE OIL) N/A N/A N/A 695.7 N/A W. 08051 695.0 896.5 I 699.7 I E 692.30 W. 692.30 184' OF E' PVC 0 0.408, 5ANMH i5 N. 893.30 20' OF 6' PVC 0 2.00%. BLDG E 693.04 N. 694.95 18' OF 8' PVC 0 2,000 BLOC W. 698,60 160' OF 8' PVC 0 0.40%. 5ANMH /6 E. 699.24 W. 701.27 41' OF 7 PVC • 2.000 BLDG N. 892.76 W . 88 1.8 6 0 9 308' OF PVC O 0.50%, SAMMH /8 20' OF PVC 0 2.00%. BLDG E. 698.04 3. 098.04 25' OF S PVC 0 2005. BLDG STORM SEWER TABLE E. 685.00 W. 685.00 N. 588.05 E 685,33 q!A''6$9. : E. 688.37 W, g�88 83 LF OF 2)77' 1404 0 0,7S%15,, Cgg 1100 N, BBB. 133 LE. OF 21 RCP O 059X. CB 135 E. 1 X8888,87 I 68 LE. OF 24" RCP • 0.758. 5 02 N. 410 I 1{1 USE. 0 17 HOPE O 0.40%: D 5 RAINFBLD E 694,30 � TAN if..gi 1 9d EF: RF r :Rg g1:::6;14fTR.'>r,V WE 697443 I 5 LF. OE 12' PVC 0 0.000 SKIM 14 NE. 81 M 1 F OF 117 IMO 0 1 KM F.% / O 9.43 gg S Er: 8F 15' RCP : 8 :21: RR 13 N . 669.45 N. 699.45 5. 699,45 gg1. Wit W. 899 N/A N/A N/A 5. 704,50 48 8-4342 708.0 E ' 706,45 N . 705.55 48 R - 4342 710.8 E. 706.74 N. 708.40 W. 699.91 5. 700.01 N. 700.10 V' TEL RR 14- RF ;SF 3 sm Ea 119 L /02.96 S 703.00 17 LF. OF 8' PVC 0 •50%. CB 111 N. 703,09 N. 700.17 5700.27 BO LF. OF 10 PVC 0 9400:. 15 013 7 N. 00.51 E, 708,61 I 63 LF, OF 8' PVC 0 0,4015, CB 414 W. 700.86 5. 599.45 N. 99� 9 LF. OF 17 RCP O 0.7x'%. STEM 416 1 50 LF, OF IY RCPO0.50%,STNH /17 899. 60 LF. OF 6` PYC O O.SO1L. CB /20 L WW . 9 �gr 8 1 32 LF, OF 10 PVC O 5 0.015, CB 1B 700,00 82 LF, OF 10' PVC O 0,5015. CB 122 E. 702.18 N, 752.25 17 LF, OF 8' PVC 0 0.5015, CB 419 5. 702.34 I N. 699.8 17 LF. OF 8' PVC 0 0.50%. CB 121 N. 699.94 3. 700.3) N. 70031 121 LF. OF 8' PVC 0 0.50%. CB 123 N. 700.92 702.12 12 LF. OF 17 RCP 0 1.00%. FES /24A E. 702.00 189 LF. OF 17 PVC 0 0,50%, CB 126 48 0-4342 711.8 S 708.40 N/A N/A N/A 5. 706.00 65 LF. OF 17 RCP 0 2.008, ROOF 3 N/A N/A N/A W. 706.50 125 LF. OF 15 RCP 0 0.75%, MN 01 N/A 0 -1733 711.2 N/A R- 1791 -A 712.2 48 8-4342 714.9 5E 708.30 NOT USED S 689.07 48 0-4342 695.4 N. 689,47 NE. 689.72 N/A N/A N/A 59. 690.73 48 R- 4342 899.5 48 0 -4342 702.0 48 R -4342 702.6 48 R -4342 712.4 48 R -1733 718.8 48 5-4342 717.3 E. 718.23 N/A N/A N/A 5. 705.00 39 LF. OF 17 RCP 0 2,007.. ROOF 1 N/A N/A N/A 5. 703.00 13 LE. OF 17 RCP 0 2.00%, ROOF 5 N/A N/A N/A NW. 693.50 58 LF, OF 17 RCP 0 0.50%, CB 148 24 X 36 R- 3380 -A 636.6 SE 693.7 NW 693.79 9 10 L.F. OF R PVC 0 0.t9Z. CB 447 24 X 36 11- 3360 -A 696.7 5E 693.84 N/A N/A 14/A 5W. 693.65 30 LE. OF 17 HOPE 0 0.500 08 /49 E. 70].43 N. 707.53 P. 747 .55 W. 707.89 NW. 707.89 s. 690.76 W. 694.3 E 696.30 N' 69475 E. 697.97 W ,. E. '/03.33 E. 710 0 .75 W. 718,00 24 X 36 R- 3360 -A 697.8 24 X 38 11- 3360 -4 696.7 NE. 693.85 N/41 N/A 695.7 nog, nog, OR E 5 R /001.8 N/A 695.7 W 0 13 8 91 . 3 4 4 0 004 5/11.8 N/A 696.0 W. 092.44 50.55/001.6 N/A 696.8 W E. 89 REF 5/01.8 ER TD N E /A 699.7 088.68 OTL 44 LF. OF 30" NSF' O 0,756, STC0 I 42 LF, OF 115" RCP 01,0011, EX, 540844 57 LF. OF 8' P41) 0 4 e3r CO 74 LF. OF 15 RC O 1.001: E% 18 8 11A 1 5 LF. OF 12" PVC 0 0.00%. DER. TANK 23 L.F. OF 15' RCP 0 0.400 5108 16 54 L L , .F. OF 1 RCP ? N PVV p C 0 0.5 ST 0%% 08 8 YX / { 17 81 LF. OF 15 S k38 9 17 LF. OF 8' PVC 0 0.508. 138 08 238 LE. OF 17 PVC 0 0,508. CB 1127 25 LF. OF 17 PVC 0 0.01)X. CR 128 90 L E. OF 8' PV 0 0.40% C !32 15 L.F. OF 17 6 O 2.003[. ROOF 101 L.F. OF 6 PVC 0 0.4011. CB 433 20 - 04111 004 0.50*..'C0 130 130 LF. OF 18' RCP 0 1.50% CB 938 187 LF. OF 10" RCP 0 1.000 CR 439 143 I F OF 15' Rep • 1.00• STAIN 48 LF, OF 10' PVC 0 0.50%. CB 442 50. 03.8 10 LE. OF 10' PVC 0 0.508. C 450 31 LF. OF 8' PERT. HOPE 0 4.00%. CB 452 30 LF. OF 4 PERT. HOPE 0 4.00%. CB 4 78 LF, OF 0' PERT. HOPE • 400%. CR 78 LF. OF 0. PERT. HIPE 0 4005. CB 43,__ PROPOSED PLAN SYMBOLS PROPERTY UNE WRIER SERYME SANITARY SERER SM. SEWER CARE BASMMA2I6E WATER SPE PEE HYDRANT FLARED END SECTOR G011 U00 (AP056A) ABRREVIATIONS BLOC BM BonMI PA DP WPM Iron Pp. EL 84.9144 ELEV D.ae5n E MT F N � FFE Floor NEN NH TPA. RCP RMA.v P. N Corn P FES Rood MN.n ■• • • J.3UXELL ARCHITECTURE, LTD NDNOR715TNBD0EB0B'T MNNRAPR:0 MMNIISOEA 25401 121216129211-57• FAX4608380010 Ww,RNe11c® 088ANPLANN040 OPBN9PACOCOMMUN708T ARCIRIECKKHE LMEDSEAFEAPmEMTURE 170rala0MAL 0420111i UM= MIL. Or 1178 0,141MOOLL IA4112 07¢1/0 0 25 50 75 DATE: PROJECT NR: DESIGNED: DRAWN SCALE. 1 " =50' C1.3 ORAPRILB DEVELOPER: FRAUENSHUH/ SWEENEY PUD SUBMITTAL PADS 1 & 2 UTILITY PLAN NOT FOR CONSTRUCTION 07.25,03 02217 00 TJC SLK • • I U 1 R HET RCP 35-11101 DINEIER NTH RESUMED .NITS 1 RUE OF RAE ¢_ 6e7RL RAILROAD PIPELINE CROSSING NOT TO SCORE TOP *PPE¢ - RUN U UTILITY PLAN KEYED NOTES: NEED NOTES ARE MOWN AS ❑ aN IiHE are Qj P.M To START or UHSiRUC110N, TIN: CONTRACTOR W TO COORDINATE WTH TIE a1T O STILLWATER AND ENOEER 110: EVICT LOCATOR OF THE FLOATATION SILTATION PENCE TIE FLOATATION PENCE 0 M BE WAKE O MMSTAIDNO ME CURRENTS N THE AEA. 0 INSTALL A ]-FOOT DEEP (FELON FES OUTLET ELEVATION) 20 -FOOT BY 20 -FOOT SErRNC BASH WM MOOT CLASS 4 RP RAP. NP RAP 15 TO BE 24 -NONE oar AM 10100T TYPE 1 QOIEVILE FARM INSTALL BENEATH TIE RIP RIP. 0 RANLVT AND Wf AITE ALL NECESSARY PANMENi4 INDUCING 00401E10 CURB AND OUTER C01oE1E CAB MO OUTER AM ro E REMOVED AT NFMIESI JOINT. ALL DISTURBED 9AFACES AM ro E REPLAMO 810 SAE ORALS SECTION THAT WAS ROIOLED. FOLLOW ALL MN1E95TA DEPARTMENT O TRANSPORTATION STANDARDS MIEN N STATE NOLT -O -WAY MO ALL OTT O STILLWATER STANDARDS WHEN IN OTT R1017-O -WAY OR PUBLIC PROPERTY. Q DIRECTOR BIAS NOV 3B-INCH OAS 5 RCP LOUDER RAULOAU MAC*. FOLLOW ALL RARROAO PERMIT IEUIREMENTS ALL PERMIT RETORT/ 17S AE COMMIE° PAM O TE BASE BD. El PRIOR 10 STMT O CONSIOUCIIOR. THE CONTRACTOR 0 ro POTIOIE AVID EIFRMIE EXACT REVAMP OF EMEND WATER MADE SNOOD CONFLICT OWN BENOIT NEW STORM SERER AND COMM WATER MAN. 104E WAVER MAN IS TOE LOWERED 10 PROVIDE A Y01NW OF 2 -FEET O WROGLL CEARAHICE © BL0E1D NOM OUTLET PER CITY OF STILLWATER STANDARDS CODE COAL MD CONNECT NEW SECMM SEVER TO EASING CA101 B ASIN. REGROW 801104 OK 01RUONE 10 PRONEE P09TVE PLOW TO VEST. FOLLOW ALL CITY OF STILLWATER STANDARDS AND 9'EOFICA11000 QT T UUEAO HET TIM SCUM PER Ott Cr STU MTFR STANDARDS CORE DRILL ANSI C0*ECT NEW 18-0101 RCP STORM PPE AT INVERT ELEVATION HMS GROUT SEN. AROUND POE1Mn04. E MMA OF STRUCTURE WTI REMAIN AT PRESENT ELEVATION SO MATT BECOER A SUMP CATCH BASE ▪ race TO START TM T OF CONSTRUCTION. T C011RAC101 C 70 COORDINATE ALL W010 WM THIS MINNESOTA DEPM1ME0T OF Tq,W�MTAn01 MD TA UM' COPANE& ALL UTILITY OROMNM AM TO E FUD VEEm PRIM ro STMT O CCISTNU IMLEDATELY NONE. ENGINEER SOLD COPUCT OCCUR MIME METRO UTE M IMS C NOTE RASED OR LOWERED TO IMMIX NEW STAN SEER INSTALLATION. ▪ MWOEAD TEST STERN MEP OUTLET PER CITY STILLWATER AND SOOT STANDARDS COE CARL AND 00X1151 NEW SNM IE M SL3ER PIPE AND SNA BOTTOM TO PRONE POSITIVE ROW TO NEW CURET. IO BULKIER, EXIS1NG NORM STORM SEWER OUTLET PER OTT DE =MATER AND MOOT STMDMOS. CORE OERL MD CONNECT NEW STORM EWER AND RESHAPE BOTTOM TO HOME P091PE ROM TO NEW UTET. n EXe11MS STONI SEWER MANHOLE IS TOE REMOVED AND STOOP! EVER PPE FRCP SUM 0 ro E 80OMAOED =LOW ALL MOOT PERMIT REQUIREMENTS AND STANDARDS 12 BUU0EA0 EAST OUTLET PPE AND INSTALL NEW CATCH BARN PER MOOT STANDARDS MO EEfi1CA110NS 12 EU4410*0 VEST 11e£T PPE PER CITY O SOLITAIRE STANDARDS AO EEI00AIIONE Q HOME A MM018 OF ONE FOOT O SIX. CORER HER TV O PPE. SHAPE 5044 AROUND RARE* 010 E01546 1❑5 POWER POLE AND ENSTNG STORY SCAM UTET ARE NOT TOE 0600®. A PARTIALLY MEMO MIRE AM DOMED VOTER POLE ME Ix TIE MOOTS 6 INSTAUn8 O ME FIAREO -END SECTION PM ME E 2A SUMO BARN. PR TO 01WGTI04 AU- MUTES N OE AKA ME TO E LOCATED. IOHTIFED AND RELOCATED P N ECESSARY. COORDINATE MY UTILDV RELOCATION WORN TIM TIE APPROPRIATE UTILITY OSIERS O TREES, BRUSH AND LANDSMPING IH 0E PAM OF CONSTRUCTION OF 1E STORM EVER ERE OR THE EAST SIDE OF MAN sisal AE 10 E CLEARED AID GRUBBED AS NECESSARY. RES10E MT TREES OR LANDSCAPING AS DIRECTED BY TM CM DE STILLWATER AND THE MARNA OMIER AL CMS AND UTTER MD PAVEMENT REMOVED M A RESULT CP NEW UTR11Y INSTALLATION MUSE E RESTORED MORN 5 OAS FROM 101E OF PPE IN510L01100 Q AT =ST ORE 1* MESS TWO 1ONWAY ENTRANCES TO Ott PORTEND 421 MUST REMAIN U0BSMUCTE0 AND OPERATE AT ALL IVIES INSTALL EESMRY TRAFFIC COR1RU OEM= 70 RANTER MAPIC W RCR CIUT TROIOH PARING LOT DURING UTILITY rA1uIDN. OBSTRUCT= OF PARKING LOT OPEMOON IS M E EMIT . 19 8-0480 PVC MORO WATER PRE 6111E INSULATED PER DETAIL WOE ® RE APPROXIMATELY ALONG TIE 8003 MT CRAM= TE RAILROAD TRACKS. warmer 9.MFR 108 MST M FEUD - LOCATED AND P01NCE0 ro DETERIM E OEPM MD LOCATOR PRIOR ro COISIUCT01. 'STEM B I 5TMN 01 I STMH C I STMH 0 ISTMH F 5TC8 5 STMH J CB /35 L IUI TTY NOTFC 1. COORDINATE soma CONNECTION LOCATIONS AT THE MUM WITH TIE MEORMDAL CONTRACTOR AND RENNIN* WALL =TRACTOR PRIOR TO CWS1R*C101. NO ADDITIONAL COPEMAD1OR CULL BE ALLOYED FOR 1MWOONAIED NON. 2 PROTECT KR EWmNC STRUCTURES AND UNITES MINIMUM VERTICAL ME NOT SCHEDULED TO .. RE MOVE S ALL EVE BL AND R A WATER FR(SSNOS MALL HAVE A MINIMUM SEPARATION O 2 2 FEET MO HOROONTAL SEPAMTM O 10 FEET. FOLLOW ALL HEALTH DEPARTMENT STANDARDS HATER MORN SHAM E MC= IRON PPE CLASS 52. 5. ALL %U M WAN SHALL HAVE 73' OF COVER OVER TOP O PPE R PROM THRUST 0.040110 ALL MAIDEN MAIN PER OETNL 12/C17. PROWS NAN LECCAL JOINT T RESTRAINTS ALL MHO. VANS TEES, PLUM AND HYDRANT LEADS . SANTMT SEWER PING SNAIL E SDR 35 UNLESS NOTES OTERWE R RCP STORM SERER HANG SHALL E OAS 5 LHIE55 NOTED OTHIERME E IMAM. URNS OR APPROVED EQUAL IS MOONED OR AL SANITARY EWER AND WORM EVER MANHOLE STRUCTURES STRUCNIEE STRUCTURE IDENRFlCATION DIMENSION (IN01ES) I FES A 36 NA 60 R -1733 60 R -1733 72 R -1733 72 0 -1733 72 R -1733 60 R -3067 48 R -1733 48 NA CB /36 N CB 1364 48 R -3067 NEENAH TOP CASTING ELEVATION 8 -4342 NA NA 688.5 608.0 690.0 692.0 690.0 INVERT PIPE LENGTH. DIAMETER. SLOPE ELEVATION R NEXT UPSTREAM STRUCTURE 682.00 41 LF. OF 30' RCP 0 0.30X, SUM B E 68225 W. 682.25 57 LF. OF 36' RCP 0 0.305. STUN 01 E 682.42 W. 882.42 179 LF. OF 38' RCP O SiMH C 5W. 685.00 146 LF. OF 8' P,C 024.7 STMH J N. 683.71 152 LF. OF 36" RCP O 0.30X. STMH D N. 684.17 176 L.F. OF 36' RCP 0 0.30X. STAIN F 691.0 E. 686.88 37 LF. OF 15' RCP 0 1.0%, EX. STCB E SUMP 851.17 S. 084.70 W. 684.70 41 LF. OF 30' RCP 0 0.75%, STCB G E 685.00 692.0 W. 685.00 44 LF. OF 30' RCP 0 0.75%, STCB 1 N. 688.05 42 LF. OF 15' RCP 0 1.00% EX. STCB H N. 685.73 E 888 NE 689.72 20 322 LF. OF 8' PVC 0 0.50%, C11AN0U 889.47 174 LF OF O0 1 2 x90 O 20 7755 1 . // 3 836 685.4 . 6994.7 SW. 690.12 E. 690.22 45 LF. OF 12' RCP 0 2.0%, CB 1361 866.35 N. 691.12 PROPOSED PLAN SYMBOLS PROPERTY UNE WATER SERVICE I I SANITARY SEWER � . STORM SEWER CATCH BASIN/MANHOLE CLEANOUT WATER VALVE FIRE HYDRANT FLARED END SECTION SAWCUT UNE (APPROX.) * \• • Z • ABBREVIATIONS BLDG Building BM Bench Mark CB Catch Basin DIP Ductile Iron Pipe EL Elevation ELEV Elevation EXIST Existing FFE Finished Floor Elev. INV Invert MH Manhole RCP Reinforced Cone. Pipe FES Flared End Section IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS. THE ENGINEER, ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED, ARE SHOWN CORRECTLY. CONTACT GOPHER STATE ONE CALL AT 651 - 454 -0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL MN /DOT REGULATIONS WHILE WORKING IN THE MAIN STREET RIGHT OF WAY. PRIOR TO CONSTRUCTION OF DRIVEWAY ENTRANCES AND UTILITY CROSSINGS, THE CONTRACTOR IS TO SUBMIT A TRAFFIC CONTROL PLAN AND NOTIFY MN /DOT OF WHEN WORK IS PLANNED TO COMMENCE. ALL BITUMINOUS PAVEMENT, SIDEWALK AND CURB AND GUTTER REMOVALS IN MAIN STREET RIGHT OF WAY AND CITY PARKING LOT ARE TO BE REPLACED IN -KIND. CONTACT THE CITY OF STILLWATER FOR ORNAMENTAL PAVER AND SIDEWALK REPLACEMENT GUIDELINES. MAIN STREET PAVEMENT SECTION: 1 INCH 2331 TYPE 41A BIT. WEAR COURSE 2 INCHES 2331 BIT. BINDER COURSE 4 - 1/2 INCHES 2331 TYPE 328 BIT. BASE COURSE 4 INCHES 3138 CLASS 5 BASE 24 INCHES 3149.281 GRANULAR BORROW CITY PARKING LOT PAVEMENT SECTION: 1 -1/2 INCHES 2331 TYPE 41A BIT. W€AP COURSE 1 - 1/2 INCHES 2331 TYPE 328 BIT. BASE COURSE 6 INCHES CLASS 5 AGGREGATE BASE J.BUXELL ARCHITECTURE, LTD 9R0NPR1'M]'MRDROM' M09R, FA55101 ]WLy612D)FPNPAX1612)ANADM W..JT.M.B® URBANPIANMNO 0PRNS0ACRC0101UNR169 AR LANO$N'RARCNCIWCTURR GRAPHICS PROVIOSIOMALMOINISIOMMAIMILAWS 0/ TYMSTAII..6.1117.. MM. MEWS/ CMOS eeeZ,L eve 0 25 50 75 SCALE. 1" =50' DEVELOPER: FRAUENSHUH/ SWEENEY PUD SUBMITTAL PADS 1 & 2 UTILITY PLAN TO 501 BUILDING NOT FOR CONSTRUCTION DATE: PROJECT NR: DESIGNED: DRAWN C1.4 07.25.03 0221700 TJC SLK • DRAIN TILE AND CURTAIN DRAIN PLAN = 50' 1 PROPOSED PLAN SYMBOLS DRAIN 11LE GENERAL NOTE$; 1. REFER TO DETAIL 6/C1.6 FOR TYPICAL RAIN GARDEN DRAIN 11LE INSTALLATION. DRAIN TILE IN RAIN GARDEN/LOW AREA GREEN AREAS ARE TO BE CONNECTED TO CATCH BASINS ABOVE SUMP ELEVATION. PROVIDE POSITIVE DRAINAGE IN DRAIN TILE AT ALL TIMES GROUT SEAL ALL PENETRATIONS 2. REFER TO DETAILS 7/01.6. 9/01.6. 10/01.6, 11/C1.6 AND 12/01.6 FOR DRAIN TILE UNDER ROADWAYS. DRAIN TILE 15 TO BE CONNECTED TO STORM SEWER CATCH BASINS OR STORM SEWER MANHOLES ABOVE THE SUMP ELEVATION. PROVIDE POSITIVE DRAINAGE IN DRAIN TILE AT ALL 11805. GROUT SEAL ALL PENETRATIONS 3. REFER TO DETAILS 1 /C1.6 AND 2/01.6 FOR DRAIN TILE INSTALLATION AT BUILDING PERIMETER AND UNDER LOWER LEVEL FLOOR SLABS COORDINATE CONNECTION LOCATION AND ELEVATION MTN MECHANICAL CONTRACTOR. 4. REFER TO DETAIL 4/11.6 FOR CURTAIN DRAIN AROUND PERIMETER OF SITE. COORDINATE LOCATION AND ELEVATION OF CONNECTION FOR GEOTHERMAL USE MTH THE MECHANICAL CONTRACTOR. IT 15 THE CONTRACTOR'S RESPONSIBIUTY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UT1UPE5 46 HOURS BEFORE CONSTRUCTION STARTS. THE ENGINEER, ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, 06 IF MAPPED. ARE SHOWN CORRECTLY. CONTACT GOPHER STATE ONE CALL AT 651 -454 -0002 FOR FIELD LOCATING EXISTING UTIUTIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. LOCATION IDENTIFICATION 18 2N 3N 4N 6N 7N I 814 CURTAIN DRAIN DATA - NORTH EXISRNO PROPOSED TOP BOTTOM GRADE GRADE CURTAIN CURTAIN ELEVATION ELEVATION ELEVATION ELEVATION 720.5 720.0 718.0 711.0 719.0 720.0 717.0 710.0 718.0 715.5 712.5 705.5 712.0 711.0 709.0 702.0 709.5 708.0 704.0 699.0 707.0 703.5 701.5 698.0 704.5 703.0 701.0 697.0 702.0 702.5 700.5 696.0 NOTE: STARTING AT LOCATION 8N TO THE EAST AND SOUTH 15 TO BE SOLID (NON- PERFORATED) PVC PIPE WITH INSULATION PER DETAIL 8/01.8. CURTAIN ()RAIN DATA - S )UTH LOCATION IXISONG PROPOSED TOP BOTTOM IDENTIFICATION ELEVATION GRADE CURTAIN CURTAIN ELEVATION ELEVATION ELEVATION ELEVATION 15 720.3 720.4 717.0 710.0 2S 719.0 718.0 711.0 709.0 35 717.8 716.5 714.5 707.0 45 720.2 713.5 710.5 702.0 55 713.8 710.0 708.0 701.0 65 709.0 708.2 706.2 700.0 75 704.5 702.0 700.0 697.0 85 700.0 699.5 697.5 695.5 95 695.4 695.5 693.5 690.0 NOTE: STARTING AT LOCATION 95 TO THE EAST AND NORTH 15 TO BE SOLID (NON - PERFORATED) PVC PIPE MTR INSULATION PER DETAIL 8/C1.8. ROW= 4RALTE, FLEA 0733 YN/➢OT 3711 IME 1 \ P°1c ix a CURTAIN ORWN GRAN TILE -9 O- �> STOIW SERER CA104 8A8N/M••• ® • • MAO 60 5E01NN • SMUT ENE (APPROX.) - - - - - 00 TANS Bf 66 �. COARSE FLIER AGRECAIE AST/ CA GRADATION N ze WPM VANES REFER TO PLAN J.BUXELL ABBRFVItIONS ARCHITECTURE, LTD 90ONDR1M man maser MMNRAPO138, MINNRSUTA SS W 1 TSL'1690138.1773FAX3MXOSSAI M vovvolaxelloss %A �NMRr DRA UyiTAIN AROUND BOTTOM PERIMETER OF WAI I URBAN PLANNING OPBNBPAC8WM31UNO939 AIICFSTECTURN LANDSCA18Aill'N 8 ICTUI 0 RAP ICS NNW mTR,GTYAI>,M D..MNP WWI U1011111C.1111671.0,01.101 MP MAT 1 AY /0512.1.0131310311. OMB OM/MM. MUM 9101.31■70.43.13. .11Va 0/05013 25 50 75 SCALE. 1 " =50' DEVELOPER: FRAUENSHUH/ SWEENEY PUD SUBMITTAL PADS 1 &2 DRAIN TILE AND CURTAIN DRAIN PLAN NOT FOR CONSTRUCTION Cl .5 DATE 07.25.03 PROJECT NR: 02217 00 DESIGNED: TIC DRAWN SLK 1 53 UNES 0 16' D.C. e)D SCHEMATIC AGGREGATE MOM. 4' (TYP.) m I- 5.0' PAVER 90EMIX a CRON LOPE tiglii. E-110-11101 E CRUSHED MuQ, CLASS B 019TREET CROSS SECTION C -C cN sAM t_t 0 COURSE 4-001 DRAWEE PIPE 10 5TOLEO.TER ROWS. TO NCH 00ANRL PPE STCLRPATER SEEM I' t0 - OCN IOQDT T]0 C 111i3T01E ASS f MOOS QM19E0 ROW FROM OTENTI00 st0TEN NO T00 00AINREID. ROW TO STORY SEWER SYSTEM SIM LOVER 00AMIEED. $FCTION 31.364 &SCAL_T CROSS SECTION D -D 4.5' PAVER 15 ALN _ 80E11 SS CMS LOPE ®NI -S OF 90.16 I '-' 1E �i-Mw =1D O V a Nal woDT S L. a 5 ER 00U9m UIESTOIE A PARKING LOT CROSS SECTION F -F a CROSS SIDE GEOTEMIE PETER M ANCH BEERLI BASE AM 1M1IGL CURB 9180000E NCH DRAIN= PPE TO STORMIER SYSI1 ® EUN W -STONE SOME R 01 SAM 1 -1 0 OWOSE 0-001 WOO] 518 CASE S � WRIm 1RQ310E ®1gai CROSS SECTION E -E CROSS - SFCTIONAL I AYOUT 21.0' 4-INCH MORE PPE TO sRTESE L. L _ t, r 9001 PVC WADER PLAN 10.5' M065 SLOPE VARES - OPER 10 GRADING RAN -+ 90YBEN DEVICE REFER TO DETAIL 7/01.0. VERTICAL OAR TO STORMIER PPE MISTER. it Sam PVC HEADER 9.0' COVER CLAM I 215 01058 LOPE a CROSS SLOPE I TOP EIEV../ 00.150 TOP ay. - 110050 INV ELEV. - 590.00 12 PRFOORD PVC aRAlmc 81.0' 5.5' GRASS 15.0' 50412v015 =moss LOPE a CROSS MOPE • 30-■01 1m1M6E CURB DRAWEE PPE TO STORMIER SMELL 4 -0104 ORA0IR£ PK TO STORMIER MOIL CM[I& STALLS BERM/ BASE AM r6 MIEN TYPICAL SECTION PAVER SIDERALN 13.5' to 19.5' F 8.5' M MOSS SOPS -1 : —ON MOS. SLOPE =MOSS OSS 1500 grak CROSS SECTION B -8 MOSS LOPE VARIES - REPER TO ORADINO PUN `OEOIENTIIE PRIER 8.5' 25.5' ores SLOPE STORY WATER ORANME MALE SEC -A THROUGH PARALLEL STORM AND SPRING WATER SWALES 4.5' -- sum PARALLEL 04 PAVER P2 M SOLES MORN 10 WOOS PERMEABLE BASE 2X 01111 SLOPE TE S S-PMN 1LRCAL CURB IkNOE'IE VALLEY CONCRETE VALLEY "-4 -11104 0040110E PPE GUTTER GU rsntrmlr . __...._._ STERMAER SYSTEM UN ECD-STINE ARMS ■-•52. DRAIIITLE PPE PRIER PPE TO TO STORMATER FERMI BASE E 1TiEVE 5 74:4 1= zo sTBxC 6 rn 4.5' PAVER SDERWN a Cis SOO ta&2128 5 OaOW MTICL ONO 10 M INCH ONT5E PIPE SIOIAMER MOLE AMMO 2 001 0150 1 1 51 0c 0011 ▪ GRAM OR APPROVED E041L D RA NUNBER9 F00 0001 TO SCHMLE RAPE RISER PIPE PROPOSED GIM0: (01 LANDSCAPE � ' us.ASf BASEMENT E001OATION WALL 8,10611E pMAAlyN MOSpOITSIDE REDM OEM IC, BUILDING FOOTING �1 7, � AIfILING OUTSIDE PERIMETER f 1 " OS.At¢ a FOUNDA1 ON DRAIN TILE AROUND OUTSIDE PERIMETER OF BUILDING UNDER DRAIN \OT �S YN/001`J)1111PE I 1AR5 WEE ACOEOATE MY COO CRADAROII ND 4 POWO ATED PVC DRAIN IlE DRAIN CURTAIN AROUND BOTTOM PERIMETER OF WALL SCALE NOT — III 1 1 11 - --�I 11 -1 1I III-EH 11 a -1 11-1 1111111 I11Ull 111111111111111.. PERPO3ATO EVE ORANAO RPE ;IPE DRAIN BASIN tr OON LIB (ELEV. VNRES) WW2 M. UM= DMILTSIDIMIOSN 1 11611rf =AN 71413121..1111101 Or MB VGIS.V.P.1117.. -D 1 1 3" J.BUXELL ARCHITECTURE, LTD 900 NORM 1]000 SE3FBT M ORAP0.0,MNNTIS OEA55101 THL:(612030 -5774 PAE(A6120550010 WNWJ1mM URBAN PIANIGNO OPRVL'AL'B CM0WNMEIS Aace BCME LANDSCAPEARLNEMCIURB ORAPNIC3 MAIL 1110114.1(31NW. M111.61 . 0 25 50 75 SCALE. I " =50' DEVELOPER: FRAUENSHUH/ SWEENEY PUD SUBMITTAL PADS 1 & 2 CIVIL DETAILS NOT FOR CONSTRUCTION DATE: 07.25.03 PROTECT NR: 02217 00 DESIGNED: TJE DRAWN SLK C1.6 Q 1 LOIN 6IRMA TAM if 1 a 91 0 1 IMNR DM 6 ROM E ROOTia i s 6NUM OBE KUTI wx O CUR DUN SW PAWL M ILL O SEW RO M CUR DM RAMBO K N6 aro MC PIPE BEQPING INSTALLATION IN ROCK PLAN - 90• BEND SECTION A -A NOTES: 1. DIMENSIONS IN TABLE ARE BASED ON A WATER PRESSURE OF 150 P.S.I. AND AN EARTH RESISTANCE OF 1 TON PER SQUARE FOOT. 2. DIMENSIONS C,.C.,,C. SHOULD BE LARGE ENOUGH TO MAKE ANGLE A EQUAL TO OR LARGER THAN 45'. 3. DIMENSION 4i,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT INTERFERING WITH M,J. BOLTS. 4. SHAPE OF BACK OF BUTTRESS MAY VARY AS LONG AS POUR IS AGAINST FIRM UNDISTURBED EARTH. 10.5 BGj SHAPED SUBGRADE I F C 0 N 0 13e - W90E D/MEIER 0 _RAggR} BABA SQR RR CIF BCE D AIRSICK C9IEIER 6 -0070 6 REDCNO INTE RAL BROW PPE ~- AAPERCE MORN DIFREWED AS PERCENTAGE 67 AREA OF AT MfM HOPE AND PVC PIPE BEDDING _j�IPE BEDDING (CITY PLAN NEW 7-r 7 -r FRONT NEW PLAN - 22 1/2• BEND SAN - 45• BEND , BUTTRESS DIMENSIONS PPE I 72 M BNM 45' 8416 Br RNA SOE B1 17, (11 0 E 63 3 I s- r 1s 10 1 - 1r 3 -0' ' -r r-0• r -r r -• STANPARD) s gENING FOR DRAINAGE SWALE r -1• 1'i X-5 r -r 4' -r T -r 0 - 12 THLOCK DETAIL FOR MECHANICAL PIPE BENDS 17 CLASS C LT- 1.5 V IVN. l/80 uo+nr \ 00 COMPACTED BACKFILL COMPACTED GRAN. MATL 1/6 Bo / A J OR DENSELY O . , / COMPACTED BACKFLLL GRANULAR FOUNDATION YATWFk R&BR CE€ eMIN. I Y SYMIFA .' m "TD6r m•RLARGER r CONCRETE GUTTER NOTE: NPE BEDDING SHAD CONFORM 10 A510 0-2321 'RECOMMENDED PRACTICE FOR UNDERGROUND NSTALLA1IOI OF FLERBLE THERMOPLASTIC SEWER PIPE EXCEPT PIPE EMBEDMENT MAIERML 94211 BE CLASS 1 0R CLASS II 7016 I0011 PASS010 A 5/4 NCH SIEVE AND NOT MORE THAN 10* PAS3010 A NM 200 SIEVE CONCRETE CRIB a a 7-r 7-r 3 -r GALVANIZED if BOLT FASTENERS - 2 PER JOINT LOCATED ON EACH SIDE OF THE PIPE AT 60' FROM THE TOP Y•' OF THE PIPE TIE THREE JOINTS UNLESS OIHERRISE NOTED ON THE PLAN. GALVANIZED 19491 GUARD 1/2" 0 ROD AT 6' QC.--\ 1 "U" BOLT REQUIREMENTS 1 BOLT DIA WIDTH 1/2• 24' 5/8• 24• 3/4 24• 24' SEE DETAIL FOR WRAP AT R.C.P. APRONS, O krigga APRON (APD711) jl 9' HYDRANT -SEE SPECS FINISHED GRADE H. MINIMUM 2 LAYERS TAR PAPER OR POLYE THYLENE 1 CU. Y0. 5 CRUSHED ROCK HYDRANT IN 710N (HYDTLI) RETAINER GLAND- BEND- 3/4' TIE ROOS (GALVANIZED OR RETAINER GLAND) -' BEND - MIN. 2 - 1' *MK INSULATION LAYERS WITH 0x15 STAGGERED AND EXTENDING A MN. Cr 4' EACN WAY FROM WATERMAIN C/L 1 ♦ � ♦ WA' I A OFF3.ECTION AND INSULATION (WMXDTL3) WT EXIST. WATERMAN RETAIN GLAND I/O BEND 3/4 0005 (CJLVAIIISD)' STANDPIPE CONCRETE THRuST BLOCK AND BASE N010 ALL FITTINGS TO BE MECH. JOINT. 4' MN, r INSULATION IF 0E0'0. 7 I/O BEIO - I PIPE SIZE 24' t LESS 24 TO 36' I 42' TO 54• 160' t GREATERI 1' MINMIUM 2 - 1. 11006 INSULATION LAYERS WITH JOINTS STAGGERED ANS EXTENDING A MINIMUM OF 4' EACH WAY FROM WATERMAIN 0/4. 1 -BEND L3 /4' 110 RODS (GALVANIZED ON RETAINER GLAND) WATERMAIN DEFLECTION DETAIL 6 INSULATION DETAIL CURB t GUTTER GATE VALVE BOX TEE 6' GATE VALVE OPEN RICHT 6 - O.I.P. - 3/4' PE RODS (GALVANIZED) ONCRETE BLOCK NECM COMPACTED gREN1I1 RETAINER GLAND BEND 0E RODS (GALVANIZED OR RETAINER GLAND) PAC1ED GRANULAR FILL "-1/R W10 3/4•7E RODS (GALVANI2E0) EXIuf V TING WARMAIN DEFLECTION (WMXDTL21 W WATERMAIN SZE VARIES 1E04 COMPACTED BAOKFIIL ///--- CUT EXIST. EXIST. W.M. WATERMAIN e `RETAINER GLAND 1/0 BEND 3/4 R006 (GALVANIZED) STEPS BACK OF CURB UNE (WHEN USED AS A MANHOLE /CATCH BA0N) DIMENSION CHART OIL MANHOLE TYPE 0 C 0 1 ( 1 0 I I T 9 B' 8 B 8' 1 W Sr 72 88 00 iS 19 I A 0.5 5.5 .5 7.5 .5 30' NOTE: DIMENSION 'A' IN ABOVE CHART IS BASED ON A 27' SAM. OPENING. INCREASE A' BY 1.5' FOR 24' OPENING, ( M9NHOLE TYPES B THRU G 4 t. MANHOLE P+£CAST SECTION, . I 1GRW 8' POURED I ' 1 TOR OF CM OAS. - SEE NAM PRECAST CCIM SAO. RER6. FOR STREET COMING L 6• PRECAST _ B• mum T6 OF =CND RAN PLAN SECTION W - SLAB DIA �51T'PE CATCH BASIN RI/ NO I. PI AN ` 6 PRECAST- r PORED SECTION .7 Yp " ' CATCH BASIN 04' - 13 / 8 ALLMON SNIP 27' DIAMETER OPENING PIPES /NEENAH CASTING R -1733 ' RUBBER GASKET TYPICAL ALL JOINTS R.C.P. BARREL T. : 5ECn0N CONC. BLOCK MASONRY TO BE USED ONLY WHERE NECESSARY. PLASTER 020900. STRIKE 1N92E CLEAN { 6' PRECAST SR1.4A1RE IA' 10 BACK OF CNN LNE NORM CASING OR EOMAL TARE FOR CASING BN NUMB SCAM 11-4 YMCA MSMSIWG Awes WROE STRIKESMOE MEN IIfO S CCM. BM Art MORTAN). REINFORCE SLAB FOR STREET LOADING 2 -4 2'THICK ADJUST. RINGS W/NORTAR JOINTS - PLA51ER OUTSIDE STRIKE INSIDE CLEAN. 4.R TO BACK 6 CURB LINE BE01N1 CASING OR EQUAL UMUTY RAN STOW SEWER REFER TARE M CA51N0 0'C 1*150 3=2 r 1814E 60001. 008 / WORM MKS - PLASTER MINE BOVE CLEW, NICE STAB 06 1/r MORTAR EM B TROWEL JOBIT 960DTK Alf R.C.P. BARREL ROTOR. MEN NEC. B' R/OIAL CCNG PUS1Eq CU91E whir MORr SID. I SLNRR TAAR PLAN SOU INSTALLATION, rtO.aMEm NAx A WL ' ! 111 AT DR, INSTALLATION BEHIND SIDEWALK (HYDTL2) AMP. PRE -CAST SECIXINS W/ SANITARY MANHOLE (SAMHDTL2) NO/ to 9/ILE PLAN PLAN SECTION SANITARY MANHOLE ECCENTRIC. NEDRA CASTING R -1731 OR EQUAL 1-4 r1MDt AW61N0 RINDS R/MORTAR ATOMS PIASTER OUTSIDE, SINN N59E (PN1. Zr SE S ANDARD SARTOR MANHOLE OCTAL TOR PRECAST CMR TIPS T r PREFAS1 $EWER _CL,f'ANOUT ADAPTOR HORSESHOE MwTAN =NIS DIP. BEND SFCTION SANITARY DROP MANHOLE (OUTSIDE) ER DIP. OR E0TEND TO NCH you. / TRENCH 'NAIL. UN015RHBED TRENCH WAIL NOTE AIL OROR SECTIONS SAWA BE alma MINES 09NRNSC NOTED. el p a y r impROP SANITARY MANHOLE (SAMHDTL1) i PROPOSED SURFACE B RISER • MM RYAC1TAIF BY IMh * a � ECIERNAL CRIRWRD BY m BROS. • SONS MC. J.BUXELL ARCHITECTURE, LTD 900 NOHFNTH@DBIRBBr MRJNTIAPOLL9, AONN1801'A 35401 TRL'(6133.130.(OV3 FAXURII1 I6 W O •1R,1Joradloom URBAN NAN0001 OPRNBPACECOMYUNO'IBS ARCHITECTURE LANONAPBARCMTIBCTV RB OAAPIOLB 111111,8117(8•1117121.4.77= ORAIMO. !WAG CilliklMallifIDOACTIBIARILVIBCO1 AIM VAT AWL,' INNIIIIIIID VAUD 1311111“11 1.1A7M 01.0 25 50 75 SCALE. 1"252' DEVELOPER: FRAUENSHUH/ SWEENEY PUD SUBMITTAL PADS 1 & 2 CIVIL DETAILS NOT FOR CONSTRUCTION DATE PROJECT NR: DESIGNED: DRAWN 07,25.03 02217 00 TJC SLK C1.7 FINISHED GRADE (SEE PLAN) ELEV. - 707.7 53 LF. OF 12' RCP AT -3.345 SLOPE TO IRRGATIOI TANKS OUTLET ELEVATION AT IRRIGATION TANKS 15 703,-3. 90405- ELEV. 70177 INI FT GRATF OFTAII 00 -TEAR 5TQ51 V. - 707.50 10 -YEAR STORM ri:\ PONJ) Q-JJL LET STRUCTURE (SKIM. 424) VII NOT To scALE 2 -YEAR PON0ING -INK ELEV. - 705.77 FLARED END SECTION /24A INLET ELEV. - 702.0 �51 WATERMAIN INSULATION (CITY DETAILI V`1 0/ NOT TI) SCALE e APEX CONE CURD • GUTTER 70 RATON CASINO Va OVNISON MINT CASINO _ _ \ ®CATCH BASIN INSTALLATON IN CURB (CITY DETAIL) R' M 5' IAN. WATERMAIN PIPE PLAN 0.10 SECTION >e 1 1 .- 5' F -Y' CFOTION • MULL EXTERNAL SERUM 700101 MANUFACTURED RV NLR -BIEUX 0017051Tm FIT 6S BRCS. • SONS INC. 48-IN FLMANHQGE SKIMMER STRUCTURE r1E OLSON ORME OR FUT SHEET STYROFOAM INSULATION, TYPE SM OR APPROVED EQUAL \-TOP CF CURD 2. 1190K L1YV R00 1152)701 Arn am 5p-�e110p11pE7r L.A. N51lAlEDro RE g an/ TFR PIPE INSUI ATION DETAII PLAN TURF RENFORCFNENT WiERN. SFCTI ON A -A SLA(e TURF REINFORCEMENT MATERIAL STABILIZTION 1„ 9 SEE MNDOT STANDARD - PLATE 3133C FOR DEPTH AND VCCUME OF RIPRAP RE00. ALSO DEPTH AND VOLUME OF FILTER BLANKET IF REQUIRED. TIP GUTTER OUT GEOIEXTRE FILTER MATERIAL CAN BE USED IN LIEU OF FILTER BLANKET IF SPECIFIED. © ' I I_ D WIDTH OF STREET • L 3' SEC. A -A 4 A 5 X DIAMETER OR SPAN PLAN SEC. B -B D RIP -RAP AT CONCRETE APRON (APDTL2) kraf adr SECTION A -A CROSS GUTTER DETAIL N0. 5 REINFORONG ROOS 3/4' PER FOOT k 3' ALLEY GUTTER (CITY DETAIL) RIPRAP - SEE SPECS \�\ -EXP. JOINTS PLACE 3 N0. 5 REINFORCING RODS CONTINUOUS IN CROSS GUTTER PLAN EXP. NTH EXP. JOINT TO 3/4' PER FOOT AY CROSS - CUTTER DETAIL (CITY DETAIL) NQ 5 REINFORCING RODS J.BUXELL ARCHITECTURE, LTD 90021057STBRDSRENT 1/170911APOI17, YDMIDOTA 5301 1131.161213351773 FAX.IALUX NDO wv lme0a URBAN PLANNING 019INSPACECOIONNNITE ARCHITECTURE L4NDSCAPEAREHITSCTURE OMAFRRE 25 50 75 SCALE. I" =50' DEVELOPER: FRAUENSHUH/ SWEENEY PUD SUBMITTAL PADS 1 & 2 CIVIL DETAILS NOT FOR CONSTRUCTION DATE: 07 25.03 PROTECT NR: 02217.00 DESIGNED: TJC DRAWN SLK C1.8 a TTV I VDTI«hnicr IIDO 0002 601M S 247 -0U 0 Me 0107. 76 1 2077 DATE: PLAN VIEW B — B .Ire. . .� J. I �rgp�" ..fasv...ax��a.:x...vsas- s.�at. cesW •b �e�.+v. SECTION A - A STANDARD DETAIL STORMWATER TREATMENT S'rSTEM 6,n VORT�ECHS^ MODEL 5000 n 0 TYPICAL INLET /OUTLET ORIENTATION VDRIECHS SYSTEM ALTERNATIVE IN! PT /OUTLET ORIENTATION 1 OREINTATIONS *2IREVEATIONS INLET OURET 1®LEETEND LE 2®RIaHrEu RE ®Lt�TBDE LS >• 1t� I ® RNIHT SIDE RS 50 OUTLET I ®CENTEREND CE ®LEFTENDANGLED LEA �O RIGHT END ANGLED REA A] VORTECHS SYSTEM TYPICAL ORIENTATION TTV SQCENTER ENDANGLEO CEA ®L8TSDEANGLED LSA 6JRK9R8IDE ANGLED RSA v6rsmnm -' 1 >a a64a PLAN VIEW B - B SECTION A - A STANDARD DETAIL STORMWATER TREATMENT SL STEM VORTECHS"' MODEL 7000 wm.ma I.•uo r ,.. _,_o IPUex..s sm1. iwwin. o.. IrnmmM xm ALTFRNATIVE INI FT /OUTLET ORIENTATION 18CO2E0ITOSCME 1f.EN4IE: 1ORAWN BY 1CHECIIED BY J - r E6• PROVIDE SUEGIITTTGGO? 04?F U9 RBER •CAP, GRATE 000 FRAME BYOIHERS —O R A A PLAN vEw TYPG•AI MN0 *0 CJPIIFTM caJER ElEYA710N W FlEID -.— CI.PRISER 0caNcancflutL02502G,.OflOO BYol meo TINTR<Io6ESMCW0YR10To 1,ESOt MO f R.A3L 2 TECOt1 E1Ew&WLSES TOP0M0EMI CPP.GOQIJAT2 a 11E M MFA BM0 oN 1IE M30NIHE EMOO 6 POROMre FRAIJE onTA,,nsw oalEttlldlr.l@®Ci oRA1aRO1m1a1 T MANHOLE CAP DETAIL J A ra -r X018' \I J C 4•• a I 02,• 0024 — 70 -,' -- 0r —,1'--- Say 2C-0• 1� 0 PLAN VIEW OF SYSTEM �- e1e•srua Ifl 021' 024' PROFILE VIEW OF SYSTEM PLAN VIEW OF SYSTEM G PROFILE VIEW OF SYSTEM -m CONSTRUCTION LOAD DIAGRAM \ ( 24 (H II I r-o- 018•8TDB f T, STUB DETAIL �/ r 024' cmp 842 T 898.43 2•-0 ' 02•-0 ^ STUB DETAIL f\ STUB DETAIL .evil. e.w��APms.�m.w.u� 699.43 MwRalumaR..4w1� .."°�wnoo�uos1Om� w �wx�ii r 02rcmpsDL z•v J \/ STUB DETAIL T STUB DETAIL ,A) ^5/0,03 1 of y 2 i i \ 8 LLJ g (n } N (7 0 z 2 aE (n o 0 2 ..1 OW 1 �2 o(2 i J.BUXELL ARCHITECTURE, LTD 000N00103 TSODS00T MINNMO2S, MMHmm'A 23401 mL-(6IzO3,-m314x (6u03Y LE w.vJl.ueB.em 013A14ItMlllRO D7BUrwcs4x6auHllma Awn RE 1_sNDar.Me S 07 11M1 anrslts 25 50 75 SCALE. 1 " =50' c2 NOTES: CYJ o DEVELOPER: 1) ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF RISERS AND INLETS SHALL BE PROVIDED. BY THE ENGINEER PRIOR TO RELEASING FOR FABRICATION _ Z 2) ALL FITTINGS SHALL COMPLY WITH ASTM A998 AND DESIGN TO BE SUPPLIED BY MANUFACTURER -, FRAUENSHUHI 3) SYSTEM MADE FROM 048" ALT2. 16ga CSP (2 -2/3 x 1/2 ") SWEENEY 4) MINIMUM COVER HEIGHT FOR PIPE DESCRIBED IN NOTE #3 15 12" __ 5) CONSIDERATIONS FOR CONSTRUCTION EQUIPMENT LOADS MUST BE TAKEN INTO ACCOUNT AND DWG WILL BE PROVIDED PRIOR TO INSTALLATION 6) STUBS THAT WILL ACCOMMODATE RCP CONNECTIONS HAVE BEEN UPSIZED FOR SLEEVING PURPOSES. FILL ALL VOIDS WITH NON- SHRINK GROUT PUD SUBMITTAL PADS 1 & 2 CIVIL DETAILS NOT FOR CONSTRUCTION DAT& 0725.03 PROJECT NR: 02217.00 DE210NED: TJC DRAWN SLK C1.9 • TERRITORIAL GARDENS FEE 698. APTO6(AT • 14111701110. STOW \ 1ES10.EVLe1CNE ,EmroPorwJtYlxJ ir U CL GR.LAG. . •uev tmn Im, W+ l IOADARV lwE11:11.NwLm.J - �n MOW WAN IVO hem-mums fra, SION.VAIL TM, FLP.•rol l S�EEEIl EV1. 9A I !WOW MOO. el3a1N/ NISPVIVO TO BE opaye, (TIP " a/1 •nm*I OMB MEW art 810EMIX70 V•11•0011■114•1.11LMMIIEW ear MO CI 1141.1C PR111011 81uE J41JEEn>w aveu m* ro J.BUXELL ARCHITECTURE, LTD 900 NOATHTHEID mum MINNEAPOLIS, AONNPSOPA 5S■91 TEL.(612y311-3]739AX014,3.0040 wwJTars9<uE PONAVIIIS URBAN FLAMING OPENSPACE COBOAIN 33P.0 AACHIIECNRE LANDSCAPE APCHITSCNEE GRAPHICS M11) Ol6TILOOMMIZO SLAT. Or lit81119117LA. 0 15 30 45 SCALE: 1".30' -0" DEVELOPER: PRAUENSHUH/ SWEENEY PUD SUBMITTAL PADS 1 & 2 SITE PLAN ENTIRE DEVELOPMENT NOT FOR CONSTRUCTION DATE: 0E2503 PROJECT NR 0102606 DESIGNED: JHB DRAWN RS, KS 51.0 J.BUXELL ARCHITECTURE, LTD 900)701CH TIMID 311103T MINNESOTA 35401 612)3184773 FAXX612)33/0040 Innrjboulleom URBAN PLANNING OPENSPACZ CO...01MM All011113CIIMP LANDSCAPE AACIMIXTURB GRAMM I CM.' MAT TIM MOM. 111179011I MUM= unnnucrnmarnonx TIMIA DULY •173671114191 MIX111.1811.1■11.1811 W.7801 vl4•114 mak DEVELOPER: FRAUENSHUH/ SWEENEY PUD SUBMITTAL PADS 1 & 2 AERIAL PHOTOGRAPH NOT FOR CONSTRUCTION DATE: PROJECT NR: DESIGNED: DRAWN OZ25.03 01026.06 Rs, KS S1.0.1 O HISTORIC MONUMENT SIGN 3/8" : T - 0` ENTRANCE MONUMENT IN ENTRANCE ISLAND 3/e" = Y - 0" PLAN VIEW 6" RISERS FRONT ELEVATION 21' -0" ,10 41 ! woo ' I 18 "rH 3'-4" COMMERCIAL SIGNAGE ON BUILDING 3/0" = T - 0 SIDE ELEVATION BACK ELEVATION POWDER COATED ALUMINUM J.BUXELL ARCHITECTURE, LTD 900NORTBTBRD MEET M!NMEAPOWS. MINNESOTA 35 1214612)338-3773 PAR012$38-0010 Rvrvdbo.11.mn WEco oAom OPE NBPACR COMMHDGIIBB ARCHRPCTIRC LANDSCAPE ARailTECL'1111RB MIGFIMEMNIDOIMAYSII■ TOE Want GRAPHICS c Am E d N DEVELOPER: FRAUENSHUH/ SWEENEY PUD SUBMITTAL PADS1 &2 SITE PLAN DETAILS NOT FOR CONSTRUCTION DATE 07.25.03 PROJECT NR: 01026.06 DESIGNED: DRAWN SQUARE FOOTAGE OF TEXT IS 15 SF S1.0.2 • Italics indicate data from future proposed phases BUILDING TWO EXTERIOR MATERIALS BUILDING TWO AREA CALCULATIONS residential gross square feet enclosed parking gross square feet residential net salable square feet BUILDING TWO RESIDENTIAL MIX 1- bedroom plus den homes 2- bedroom homes 2- bedroom plus den homes 3- bedroom homes total number of units total number of bedrooms 1- bedroom plus den homes 2- bedroom homes 2- bedroom plus den homes 3- bedroom homes average home size BUILDING TWO PARKING DATA enclosed underground parking spaces parking ratio 65/40 LOT AREA DATA material fiber cement board siding brick stone glass Lot One Block One (Bldg One) Lot One Block Two (Bldg Two) Lot Two Block Two (Bldg Three) Lot Three Block Two (Bldg Four) Lot One Block Three (Bldg Five) Outlot A Outlot B (portion inside the wall) Outlot B (portion above the wall) Lot One Block One (Bldg One) Lot One Block Two (Bldg Two) Lot Two Block Two (Bldg Three) Lot Three Block Two (Bldg Four) Lot One Block Three (Bldg Five) Outlot A Outlot B (portion inside the wall) Outlot B (portion above the wall) Outlot B total acres Outlot B total s.f. total inside the wall acres total inside the wall s.f. of building square feet exterior 13,180 44% 7,732 26% 3,523 12% 5,720 19% 30,155 68,225 square feet 22,265 square feet 57,704 square feet 4 14 18 4 40 80 average s.f. 1,151 square feet 1,263 square feet 1,539 square feet 1,930 square feet 1,443 square feet 59 standard 3 tandem 65 total 1.6 per dwelling unit in acres 0.85 acres 0.83 acres 1.44 acres 0.86 acres 1.11 acres 2.46 acres 0.37 acres 2.31 acres 10.23 acres in s.f. 37,055 square feet 36,052 square feet 65,779 square feet 37,440 square feet 48,474 square feet 107,559 square feet 15,949 square feet 100,860 square feet 449,168 2.68 acres 116,809 square feet 7.92 acres 348,308 square feet BUILDING ONE EXTERIOR MATERIALS B UILDING ONE AREA CALCULATIONS residential gross square feet enclosed parking gross square feet commercial gross square feet residential net salable square feet B UILDING ONE RESIDENTIAL MIX 2- bedroom homes 3- bedroom homes total number of homes total number of bedrooms 2- bedroom homes 3- bedroom homes average home size B UILDING ONE PARKING DATA enclosed underground parking spaces parking ratio 39/18 SITE PARKNG DATA building one underground building two underground building three underground building four underground building five underground site dedicated /covered secure parking ratio additional on -site visitor parking total on -site parking material fiber cement board siding brick stone glass ALLOCATION OF LAND USE use combined building footprints streets /surface parking open space SITE RESIDENTIAL DENSITY DATA building one homes building two homes building three homes building four homes building five homes overall site residential density 226 d.u. / 7.92 acres square feet 31,617 square feet 12,736 square feet 4,338 square feet 26,100 square feet average s.f. 1,359 square feet 2,175 square feet acres 18 40 90 36 42 226 16 2 18 38 1,450 square feet 31 standard 4 tandem 39 total % of building exterior 2.2 per dwelling unit 65 spaces 39 spaces 153 spaces proposed 59 spaces proposed 67 spaces proposed 383 spaces 1.7 spaces per dwelling unit 130 513 spaces proposed proposed proposed of total site area 29 dwelling units per acre J.BUXELL ARCHITECTURE, LTD B66NORTHThmD Sneer SIDmura.RemaESOTASal 1E14612)33R3773PAX4612038-000 swvdbadlme URBAN PLANNING ARCHDECMIC LANDSCAPE ARCIMECLIBLB SIONATUNft SITE PLAN & BUILDING DMA DATE: PROJECT NR: DESIGNED: DRAWN GRAPHICS WV WON UN= 110111MMIVIVISION .0171111. I= DEVELOPER: FRAUENSHUH/ SWEENEY FINAL PUB SUBMITTAL 057L03 07016.10 JIB MN SI.03 J.BUXELL ARCH1TECI'[7RE. LTD 6aoNORTH 377 T®lDSTt MINN�lN APOWS, S MQAIH 6L SOTA SS601 AX( 2)3 380Dq sr son am ORB6I1 OCQdn 0 OP@19PA�C Ancim3.ctwe 0 10 20 40 SCALE 1" = 20' - 0' DEVELOPER FRA UEN SH UH/ SWEE HID SUB PAD S 1 &2 SITE PLAN BUILDING 1 NOT FOR CONST RUCTION DATE: PROJECT NR: D ESIGNED: DRAWN 07.25.03 01026.06 J, 55. 55 s 1.1 • DESIGNATED DROPOFF W/ CONTRASTING PAW( AREA WI SCADIFJI BANDING ITYP.) Limestone cliffs RESIDENCE PATIO (TYP.) 164 HISTORICAL PRISON BUILDING RBANANT WALLS(TYP.) 163 CL CRK+LA4 Ls.. atve, p A PT CRK AT W UHUISSWALK VW SUL.. COURSE BANDING (TYP-) DROPPED CURB (TYP.) CONCRETE BRICK PAVER S VERTICAL CURB (ryp) CROSSWALK W/ SOLDIER CCUFISE BANDING (TYP.) r VERT CURB (T l'Ek titiaLtp,tzpssi HISTORICAL S7 TERIKTORIAL V J.BUXELL ARCIETECTURE, LTD 900WORIII =MD MEET PANHEAPOLIS, MINNESOTA 35401 1EL4612)318-3773 MX(6E2)332-0010 ....jbaxellsona URBAN PLAMINO OPENSPACI3 CCSOKINGIES Anarrrectum LANDSCAPE ARCHITECTURE GRAPHICS 1.1/1.11.173.711.1103041,1124 USIPICAMIORINCOIILY M.= evuitta Ism* vrintarrsurlorrturm 41&11LAT I M.OULVIIB01517091, ..012111.1=61141111.0111121,1111 RAIIIC.1110.110. XAMIt 323MATURIS. DAT& ROOM, PC: 22P.• 10 20 40 SCALE r 20 - 0" DEVELOPER: FRAUENSHUH/ SWEENEY PUD SUBMITTAL PADS 1 & 2 SITE PLAN BUILDING 2 NOT FOR CONSTRUCTION DATE 07.2503 PROJECT NR: 01026.06 DESIGNED: JIB DRAWN RS, KS S1.2 Fir J.BUXELL ARCHITE cruRE, LTD THIRD STREET 900 MR TH ESOTA S5401 MINNEAPOLIS. TE .4.2,03. L:(6I2031-37/3 Inmpaxellzain MMUS PONAILTIM DAM UR0 flAMW00 COMMUNITIES °P M ENS'. ARCHITECTURE ORAMU� ARCETIECIURE LANDSCAPE (=UMW 72 TOM T 1.1.• 1111.4112018111110 91111AIRO• RAIZ 0, MIMOSA tam.. . 0 15 30 45 SCALE: 1 rf z E-1 DEVELOPER: FRAUENSHUH/ SWEENEY PUD SUBMITTAL PADS 1 & 2 OVERALL LAN DSCAPE PLAN NOT FOR CONSTRUCTION DATE: PROJECT NR: DESIGNED: DRAWN 07.25.03 01026.06 J118 RS, KS L1.0 Fir • COMMON NAME DECIDUOUS TREES AMERICAN PLUM QMMARON ASH GOLDEN GLORY CORNELIAN CHERRY HACKBERRY SUNBURST HONEYLOCUST ( IRONWOOD JAPANESE TREE LILAC REDMOND LINDEN MUSCLEWOOD PAPER BIRCH, PAGODA DOGWOOD I RIVER BIRCH I RED OSIER DOGWOOD FOX VALLEY CLUMP BURGUNDY BELLE MAPLE SWAMP WHITE OAK 1 WHITE OAK EVERGREEN TREES 1 BLACK HILLS SPRUCE CANADIAN HEMLOCK NORWAY COMPACT PINE DWARF ALBERTA SPRUCE EASTERN REDCEDAR NORWAY PINE EASTERN WHITE PINE EVERGREEN SHRUBS BLUE CHIP JUNIPER SHRUBS BEARBERRY BLACKMAW VIBURNUM GRAY DOGWOOD RED SPRITE WINTERBERRY JIM DANDY WINTERBERRY ARONIA ARBUTIFOLIA'BRILLIANTISSIMA' RED SNOYYB €RRY ARROWWOOD VIBURNUM BLUE MUFFIN VIBURNUM NANNYBERRY VIBURNUM WITCHHAZEL YELLOW TWIG DOGWOOD PERENNIALS BLACK -EYED SUSAN BERGAMOT CARDINAL FLOWER LADY FERN MAIDEN HAIR FERN PURPLE CONEFLOWER PRAIRIE BLAZINGSTAR STIFF GOLDENROD HOARY VERBENA WILD COLUMBINE WOODLAND SUNFLOWER GRASSES BIG BWESTEM BOTTLEBRUSH GRASS FLAME GRASS BRONZE VEIL TUFTED HAIR GRASS HAENSE HERMES SWITCH GRASS HEAVY METAL SWITCH GRASS LITTLE BLUE STEM THE BLUES LITTLE STEM NORTHERN LIGHTS TUFTED HAIR GRASS NORTHERN SEA OATS GRASS PRAIRIE DROPSEED SHENANDOAH SWITCH GRASS TUFTED HAIR GRASS VIRGINIA WILD RYE GRASS BOTANICAL NAME PRUNUS AMERICANA FRAXINUS PENNSYLVANICA 'CIMMZAM' CORNUS MAS'GOLDEN GLORY' CELTIS OCQDENTALIS GLEDITSIA TRIACANTHOS V. INER. 'SUNCOLE' OSTRYA VIRGINIANA SYRINGA RETICULATA 'IVORY SILK' (ILIA AMERICANA 'REDMOND' CARPINUS CAROLINIANA BETULA PAPYRIFERA CORNUS ALTERNIFOLIA BETULA NIGRA CORNUS SERICEA BETULA NIGRA 'LITTLE KING' ACER RUBRUM 'MAGNIFICENT MAGENTA' OUERCUS BICOLOR OUERCUS ALBA PICEA GLAUCA DENSATA TSUGA CANADENSIS PINUS RESINOSA 'NORWAY COMPACT' PICEA GLAUCA 'CONICA' JUNIPERUS VIRGINIANA PINUS RESINOSA PINUS STROBUS JUNIPERUS HORIZONTALIS 'EWE CHIP' ARCTOSTAPHYLOS UVA- URSI'MASSACHUSETTS' VIBURNUM PRUNIFOLIUM CORNUS RACEMOSA ILEX VERTICILLATA 'RED SPRITE' ILEX VERTICILLATA'JIM DANDY' BRILLIANT RED CHOKEBERRY SYMPNORICARPOS ORBICULARIg VIBURNUM DENTATUM VIBURNUM DENTATUM'CHRISTOM' VIBURNUM LENTAGO HAMAMELIS VIRGINIANA CORNUS SERICEA'FLAVIRAMEA' RUDBECKIA HIRTA MONARDA FISTULOSA LOBELIA CARDINALIS BRUNNERA ATHYRIUM FILIX- FEMINA ADIANTUM PEDATUM ECHINACEA PALUDA LIATRIS PYCNOSTACHYA SOUDAGO RIGIDA VERBENA STRICTA AQUILEGIA CANADENSIS HELIANTHUS STRUMOSUS ANDROPOGON GERARDII HYSTRIX PATULA MISCANTHUS SINENSIS'PURPURASCENS' DESCHAMPSIA CAESPITOSA'BRONZESCHLEIER' PANICUM VIRGATUM 'HAENSE HERMES' PANICUM VIRGATUM 'HEAVY METAL' SCHIZACHYRIUM SCOPARIUM SCHIZACHYRIUM SCOPARIUM THE BLUES' DESCHAMPSIA CAESPITOSA NORTHERN LIGHTS' CHASMANTHIUM LATIFOLIUM SPOROBOLUS HETEROLEPIS PANICUM VIRGATUM 'SHENANDOAH' DESCHAMPSIA CAESPITOSA ELYMUS VIRGINICUS 1 SIZE ION 2 1/2" BB 2 1/2" BB 2 1/2" BB 2 1/2" BB 2 1/2' BB 2 1/2" BB 2 1/2" BB 2 1/2" BB 2 1/2" BB 2 1/2' BB 2 1/2" BB 2 1/2" BB 2 1/2" BB 2 1/2" BB 2 1/2" BB 2 1/2" BB 2 1/2" BB 2 1/2" BB SEED REMARKS WHY' FLOWERS. UPRIGHT. ROUNDED SEEDLESS.UPRIGHT SLOW, WINTER INTEREST (SLOW, WINTER INTEREST 1 1 NATURALIZING PREFERS MOIST SOIL DENSE, COMPACT, PINK TRUNK HEAT /DRT TOL ACID SOIL. WET SOIL ACID SOIL BLUE - GREEN, FAST SLOW. CONICAL. BLUE GRN FEMALE: BLUE BERRIES LONG NEEDLES, FAST, MN STATE TREE FAST GROW, PYRAMIDAL BLUE ALL SEASON GROUNDCOVER. LOW SPREADING FALL FRUITS. ROUND. WET SOIL WET SOIL WET SOILS WET SOILS. MALE POLLINATOR MOIST SOIL. PERSIST. BERRIES WET SOIL COMPACT. WET SOIL WET SOIL YELLOW FL LAVENDER- JUN -JUL RED, MARSHY, JUL -SEP FINE TEXLIRED, J11PIST THRIVES IN MOIST SHADE WOODLAND, WET PURP, JUL -SEP BLOOM PURP, PINK JUL -AUG BLOOM YELLOW FL, AUG -SEP BLUE SPIRES JUL -SEP, DROUGHT RESIST I VIGOROUS, MOIST SOIL (YELLOW FL YELLOW BRANCHES, WET !D ARCHING CLUMP RAINED SOIL, UNDER OAK, UPRIGHT, ARCHING, ORANGY PLANT AGA. DARK, 2' APART GREEN METALLIC BLUE, UPRIGHT BLUE -GRAY, UPRIGHT BLUE LEAVES, CLUMP VARIEGATED LEAVES, MOUND WHEAT SEEDHDS, DAMP, UNDER OAKS SLOW, GRDCOVER, MOUNDING RED /GRN, SHORT, AIRY PANICLES BOGGY, MASS, DK GR WOODLND,MOIST SOIL OPEN LAWN AREA REFLECTING POOL GOP MI (11) HT 02) GT PO GHH MICA IS) PH RPR) CA(rYP.) UNOERETORPPRES(TVP.) NAM DAM onswaz J.BUXELL ARCHITECTURE, LTD 900NORTHTHWD STREET OBNNEAPOLIS, MINNESCRA SS1o1 THIA612)33A3773 PAX:(612)334000 ....)6useR.m" URBAN PLANNING OPENSPACECOMPARIPTIPS ARCHITECTS/RE JAHIMCAPB ARCFEIBCITIRE GRAPHICS EV .011117 AMIIIIIICULIMIIRTIMLIMOTERS 0 15 30 45 SCALE: 1"d0' -0" DATE PROJECT NR: DESIGNED: DRAWN DEVELOPER: FRAUENSHUH/ SWEENEY PUD SUBMITTAL PADS 1 & 2 LANDSCAPE PLAN BUILDING 1 NOT FOR CONSTRUCTION 07.25.03 01026.06 JHB RS, KS L1.1 COMMON NAME DECIDUOUS TREES AMERICAN PLUM CIMMARON ASH GOLDEN GLORY CORNELIAN CHERRY HACKBERRY SUNBURST HONEYLOCUST IRONWOOD JAPANESE TREE LILAC REDMOND LINDEN MUSCLEWOOD PAPER BIRCH PAGODA DOGWOOD RIVER BIRCH RED OSIER DOGWOOD FOX VALLEY CLUMP BURGUNDY BELLE MAPLE SWAMP WHITE OAK WHITE OAK EVERGREEN TREES BLACK HILLS SPRUCE CANADIAN HEMLOCK NORWAY COMPACT PINE DWARF ALBERTA SPRUCE EASTERN REDCEDAR NORWAY PINE EASTERN WHITE PINE EVERGREEN SHRUBS BWE CHIP JUNIPER SHRUBS BEARBERRY BLACKHAW VIBURNUM GRAY DOGWOOD RED SPRITE WTNTERBERRY ]IM DANDY WINTERBERRY ARONIA ARBUTIFOLIA 'BRILLIANTISSIMA' RED SNOWBERRY ARROWWOOD VIBURNUM BWE MUFFIN VIBURNUM NANNYBERRY VIBURNUM WITCHHAZEL YELLOW TWIG DOGWOOD PERENNIALS BLACK -EYED SUSAN BERGAMOT CARDINAL FLOWER LADY FERN MAIDEN HAIR FERN PURPLE CONEFLOWER PRAIRIE BLAZINGSTAR STIFF GOLDENROD HOARY VERBENA WILD COLUMBINE WOODLAND SUNFLOWER GRASSES BIG BLUESTEM BOTTLEBRUSH GRASS FLAME GRASS BRONZE VEIL TUFTED HAIR GRASS HAENSE HERMES SWITCH GRASS HEAVY METAL SWITCH GRASS LITTLE BLUE STEM THE BLUES LITTLE STEM NORTHERN LIGHTS TUFTED HAIR GRASS NORTHERN SEA OATS GRASS PRAIRIE DROPSEED SHENANDOAH SWITCH GRASS TUFTED HAIR GRASS VIRGINIA WILD RYE GRASS BOTANICAL NAME PRUNUS AMERICANA FRAXINUS PENNSYLVANICA'CIMMZAM' CORNUS MAS 'GOLDEN GLORY' CELTIS OCCIDENTAL'S GLEDITSIA TRIACANTHOS V. INER. 'SUNCOLE' OSTRYA VIRGINIANA SYRINGA RETICULATA'IVORY SILK' TILIA AMERICANA 'REDMOND' CARPINUS CAROLINIANA BETULA PAPYRIFERA CORNUS ALTERNIFOLIA BETULA NIGRA CORNUS SERICEA BETULA NIGRA'LITILE KING' ACER RUBRUM 'MAGNIFICENT MAGENTA' OUERCUS BICOLOR OUERCUS ALBA PICEA GLAUCA DENSATA TSUGA CANADENSIS PINUS RESINOSA 'NORWAY COMPACT PICEA GLAUCA 'CONICA' JUNIPERUS VIRGINIANA PINUS RESINOSA PINUS STROBUS JUNIPERUS HORIZONTAUS'BLUE CHIP I ARCTOSTAPHYLOS UVA- URSI'MASSACHUSETTS' (VIBURNUM PRUNIFODUM I CORNUS RACEMOSA I ILEX VERTICILLATA'RED SPRITE' IBA" VERTICILLATA 1 ]IM OANDV 1 BRILLIANT RED CHOKEBERRY SYMPHORICARPOS ORBICULATUS VIBURNUM DENTATUM VIBURNUM DENTATJM'CHRISTOM' (VIBURNUM LENTAGO HAMAMEUS VIRGINIANA CORNUS SERICEA'FLAVIRAMEA' RUDBECKIA HIRTA MONARDA FISTULOSA LOBELIA CARDINALIS BRUNNERA ATHYRIUM FIUX- FEMINA ADIANTUM PEDATUM ECHINACEA PALUDA LIATRIS PYCNOSTACHYA SOUDAGO RIGIDA VERBENA STRICTA AQUILEGIA CANADENSIS HELIANTHUS STRUMOSUS ANDROPOGON GERARDII HYSTRIX PATULA MISCANTHUS SLNENSIS'PURPURASCENS' DESCHAMPSIA CAESPITOSA 'BRONZESCHLEIER' PANICUM VIRGATUM 'HAENSE HERMES' PANICUM VIRGATUM 'HEAVY METAL' SCHIZACHYRIUM SCOPARIUM SCHIZACHYRIUM SCOPARIUM THE BLUES' DESCHAMPSIA CAESPITOSA NORTHERN LIGHTS' ICHASMANTHIUM LATIFOLIUM ISPOROBOLUS HETEROLEPIS PANICUM VIRGATUM'SHENANDOAH' DESCHAMPSIA CAESPITOSA ELYMUS VIRGINICUS SIZE 2 1/2' BB 2 1/2' BB 2 1/2' BB 2 1/2' BB 2 1/2" BB 2 1/2" BB 2 1/2' BB 2 1/2' BB 2 1/2' BB 2 1/Y BB 2 1/2' BB 2 1/2" BB 2 1/2' BB 2 1/2" BB 2 1/2" BB 2 1/2" BB 2 1/2' BB 2 /2 BB SEED OTY REMARKS WHT FLOWERS. UPRIGHT. ROUNDED SEEDLESS,UPRIGHT SLOW. WINTER INTEREST SLOW, WINTER INTEREST NATURALIZING PREFERS MOIST SOIL DENSE. COMPACT. PINK TRUNK HEAT/DRT TOL ACID SOIL. WET SOIL ACID SOIL (BLUE- GREEN. FAST 1 ISLOW. CONICAL. BLUE GRN (FEMALE: BLUE BERRIES 1 LONG NEEDLES FAST. MN STATE TREE FAST GROW. PYRAMIDAL BLUE ALL SEASON GROUNDCOVER. LOW SPREADING FALL FRUITS. ROUND. WET SOIL WET SOIL WET SOILS I WET SOILS, MALE 'POLLINATOR MOIST SOIL. PERSIST. BERRIES WET SOIL COMPACT. WET SOIL WET SOIL YELLOW BRANCHES. WET YELLOW FL LAVENDER- JUN -JUL RED. MARSHY. JUL -SEP FINE TEXURED _MOIST THRIVES IN MOIST SHADE WOODLAND, WET PURP, JUL -SEP BLOOM PURP, PINK JUL -AUG BLOOM YELLOW FL, AUG -SEP BLUE SPIRES JUL -SEP, DROUGHT RESIST VIGOROUS, MOIST SOIL YELLOW FL (ARCHING CLUMP DRAINED SOIL, UNDER OAK, UPRIGHT, ARCHING, ORANGY PLANT AGA. DARK. 2' APART IGREEN METALUC BLUE, UPRIGHT BLUE -GRAY, UPRIGHT BLUE LEAVES, CLUMP VARIEGATED LEAVES, MOUND WHEAT SEEDHDS, DAMP, UNDER OAKS SLOW, GRDCOVER, MOUNDING RED /GRN, SHORT. AIRY PANICLES BOGGY, MASS, DK GR WOODLND,MOIST SOIL J.BUXELL ARCHITECTURE, LTD 900NOR'lll THIRD STREBT MINNEAPOLIS, 9B31NEZOTA 55101 TEL: (612)336 -3 P3 PAX:(612)336-00 W InwwdLvell URBAN PLANNING GPENSPACI3 COMMON IIR6 ARCMTSCWUR6 IANDIC1PII ARCHGICIURB GRAPHICS ROAR OR ANIMA, I ...1.0.1,1100211780 MIX 0.1020MSO. DAIM 0 15 30 45 SCALE 1".30' -0" W DEVELOPER: FRAUENSHUH/ SWEENEY PUD SUBMITTAL PADS 1 & 2 LANDSCAPE PLAN BUILDING 2 NOT FOR CONSTRUCTION DATE 07.25.03 PROJECT NR 01026.06 DESIGNED: JHB DRAWN RS, NS L1.2 1 • • FIRST FLOOR PLAN Scale: 1/16" = I-0" • SECOND FLOOR PLAN Scale: 1/16" = 1-0" • = A ==- A fr 4 1F-4 0202 1F-1 0203 Hu 1E-2 (Lower Level) 18 Ibr 1E1 (Lower Level) ur J.BUXELL ARCHITECTURE, LTD IB NORM SECOND STREZTA01 MINNEAPOUS,MMINLMOTA 53401 3EL461213311-3773 FAX4612)335-0M0 snowdbmtLcore MUM PLANNING OPIINSPACUCOMMUNIMS AMERITELTURE LANDSCAPE ANCRITICIIME GRAPHICS 111011.1911,21177 11,101100E.TIVOCTO118101131MI A10111ATIMIADIMIMEDIS rrxraoruomara. NAMIP DAM errferarrellinotanortmon B. ;T4 DEVELOPER FRAUENSHUEU SWEENEY BUILDING 1 811110ING PLANS FINAL PUD SUBMITAL • DATE: 07.2203 PROJECT NR: 0702610 DESIGNED: 318 DRAWN A4 MN A1.0 THIRD FLOOR PLAN ROOF PLAN Scale: 1/16" = 1 Scale: 1/16" = 1 Iry Ws' 4;■ 17, 4.4 111 • "" 10-7 0306 10-4 11167 711A JI IL L 10-6 0304 Th_f 1G-3 10-2 0305 0303 1G-5 4302 1E-2 0300 4,5W str, 1E-1 4301 J.BUXELL ARCHITECTURE, LTD 129NORTH SECOND STREET. 0101 MINNEAPOLTS, I.IRRIESOTA 15401 TEL(612)330.3773 .R014338-000 vssajbace0.0am URBAN PLANNING OPENSPAC21 cossturmus ARCHITECTURE LANDSCAPE ARCHITECTURE GRAPHICS 11311110113V CORM II1AT DIRIPICATION Olt MORT PlIVARED one Nos as mem my mu. ammo= A11.7.1 11301171.80 All131111.7 .1.11110.1.8. RA= OIMONNISSOTA MTV. Tr ticrarTa: DEVELOPER: FRAUENSHUH/ SWEENEY BUILDING 1 BUILDING PLANS FINAL PUD SUBMITAL DATE: 0022.03 PROJECT NR: 01026.70 DESIGNED: JIB DRAWN RB • • • O• NO II • _I 1 11111111111111 MOM 11 !NI Li 111111 ,11111 ••• • • • 11 1 • IN! p„ 1111111111i • • UUU II •EM COE NMI II OMM MOM •EM MEM •EM ...I II mr • NEE 11 11 I ,1 II 11 I HI , SOUTH ELEVATION Scale : 1/16" = 1 NORTH ELEVATION Scale : 1/16" = 1-0" /\ 11111• IUI MOO MOO IL • L111,11 11111 • II lin. • mlmi 1111 NEN if cum is It ••• ••• EMU II ••• p.m www •••■ Awl. or w IMMEI Si■ !ION: I _11111 1r 1111 •11 • • • •I OM •• • M • 2.1 _u114_ SEEOXO LEVEL , 541. V. TALL ENS I. 1111111111111 W I NNE it NEN -- NNE LE 111111 111111111111111 1 1111'111 PI 11 111111111111111 MOM 0 . EAST ELEVATION Scale : 1/16" = T-0" Scale : 1/16" = 1-0" WEST ELEVATION 11 • • • • • 11111111 1111 11 1 NIRO LEVEL 41 YD. J.BUXELL ARCHITECTURE, LTD 129 NORTH SECOND STIEHL ROI MINNEAPOLIS,SITHHESOTA SS101 1114612)3311-3773 MX012)338-0040 vA,PproalLeare URBAN PLANNING OPINSPACIL COPAIALINGIES ARCHITECTURE LANDSCAPE ARCHITECTURE GRAPHICS 1111310Y C.19,11A7111111011..B. MIL,11.110,7 011118P0117.111.11111.1111 IN 10 OR MOM 1.17 [0.7111117MISION AMU., MIADULT MID111111121 ARCUITISCI MAST= LAM OV Or IdtP•11107.■ XMAS SIONANIlt DATIL me .1.77^1^77:1, 8 16 24 SCALE 1/16".1 z ati DEVELOPER: FRAUENSHUH/ SWEENEY BUILDING 1 FINAL PUD SUBMITTAL BUILDING ELEVATIONS DATE: 07.22.03 PROJECT NR: 01026.10 DESIGNED: JHB DRAWN R5, PIN A-1.2 0 ROOFTOP SCREENING SECTION Scale : 1/8" = 1' -0" PARKING ROAD 70' ROOFTOP UNIT 2-0" PARAPET WALL — 410' 1ST FLOOR EL. , RADE VARIES 1 J.BUXELL ARCHITECTURE, LTD 906 NORTH THIRD STREET MQINEAPQA$ MDW CSOTA SS101 1EL1613038-3773 PA3LT6130366610 Innwpoullara URBAN PLANNING OPm95PACE ARCHITECTURE ISPIDSCAPE ARCHITECTURE GRAPHICS 1111111111V COMFY TUT MB OILMINO. NV MOM MOM SIMINMIN .181911CIIIIMIMSMILOOM WI= CA W V1 DEVELOPER: FRAUENSHUH/ SWEENEY ROOFTOP • SCREENING FINAL PUB SUBMITTAL DATE: 07.1,103 PROJECT NR: 07016.70 DESIGNED: RIB DRAWN MN AI.3 u6 GARAGE FLOOR PLAN- 22,265 SF Scale: 1 /8° = V-0° z Na 1 J.BUXELL ARCHITECTURE, LTD 900 NORTH THIRD STREET MINNE PWS, MINNESOTA 55101 TN.{613p3SdTD PAX 0613p36A010 am.11.miA URBAN PLANING OPBNSPAC6 COMMUNITIES ARCNNL+CIVRH 3..1Np8CAP8 AACHMICCP111BB GRAMM AND 111.4[1 AY Af1.16316170.1111 ONIATlik DATIE DEVELOPER: FRAUENSHUH/ SWEENEY BUILDING 2 GARAGE PLAN FINAL PUD SUBMITTAL DATE: 07.12.03 PROJECT NR: 01026.20 DESIGNED: JHB DRAWN NN A2.0 NO N4 —J 21 I r. I r• 4 21' I 21 I i I i Ill I I -_ -_ - -- ll 1Jlal l I1i]iii l Ii [111] 1J 1 I 1 Illll [illli] iji tJl1 -- LIMIT 22-1 LOWER LEVEL 182 C lea in. FIRST FLOOR PLAN- 17,304 SF Scale:1 /8° = 1 2727 204 LOWER LEVEL 102 101! LEVEL 123 4,2 NW 111117 7F-1 LOWER 1EYEL 121 LOWER LEVEL LOW 1 LEVEL 12 OMIT 2112 u12r2114 WOY 2/1-6 LOWER LEVEL LOWER LEVEL LOWm SEVEL 4 CORRiOOR 126 i W WER LEM. LOWER LEV LOEL 112 112 MAL ARCE22E0 MAT LOBBY 11- 1114' 1 J 22E 222 LOWER LEVEL WEMME 97 _ 21' BUT 2F-2 1111172F4 LOWER LEVEL. LONER LEVEL 122 122 1111] IIJJ LOWER LEVEL 1 ln LOWER L 121 LOW LEVEL 11 112 I � 1 2 1 41a12• L N2 J.BUXELL ARCHITECTURE, LTD 902 NQTEIEGIDSIEEEr MINNEAPOLIS, MINNESOTA 33121 71114612)332-3773 MAR012)3380940 VwvjNvell.e°m URBAN MAMBO 022NSPACB COMM NMES AACRO3LTME LANDSCAPE ABgQBC1128 GRAPHICS /.107L1AT 1 AY AWL. 111123770l2, If 'AMC. billt.120TA. DEVELOPER: FRAUENSHUH/ SWEENEY BUILDING 2 FIRST LEVEL PLAN FINAL PUO SUBMITTAL DATE 0112.03 PROJECT NR: 0101620 DESIGNED: JRB DRAWN MN A2.1 • L AM La A4 WU, 201 UPPER LEVEL URN 2 -1 UPPER SECOND FLOOR PLAN- 17,417 SF Scale:1 A3' = 1 1 -0• 21' 21' 1.0117 13 UPPER LEVEL 162 3 1e UNFT 1PPER E EVEL 112 upp lEnN1 Ei L MIT OWER LEVEL O PER LEVEL 111 311 113 1e UNIT 1132 UPPER 224 116 1RPE EL 113 UNIT ME UPPER L VEL 111 1F1114' OPEN TO BELOW UMIE234 IVP91LEVEL 111 WEN w LEVEL 316 117 I N 21' UPPER LEVEL m war 201 UPPB1 LEVEL 121 1WP 1 1 EL 111 LOWER EEL UPPER ER OH LEVEL 122 134 J.BUXELL ARCHITECTURE, LTD 900 NORTH THIRD STREET 3IINNEAPtlJ6, MINNESOTA SS401 73146120363713 944X(612)3334110 InNNVmd1m. MAN PLANNING OPENSPACE CO2UALRmm2 ARCRUELTURE LANDSCAPE ARCI713CNRH GRAPHICS IMO= ONIMIN MAT IBISCNIMING ONCINCAlletel MONT *NI MONAD 442 10,1110■11NNOI he MANN MINIRVIIIII1N NeelerONNIN =MAIN 0 leg SUMO/ Weber, NAM SIONerlee Met NINNe F r DEVELOPER: FRAUENSHUH/ SWEENEY BUILDING 2 SECOND LEVEL PLAN FINAL PUD SUBMITTAL DATE: 07.22.03 PROJECT NR: 0702620 DESIGNED: JIG) DRAWN MN A2.2 A4 / N4 UDR 2141 303 THIRD FLOOR PLAN-16,752 SF SCAM: 1/8" = 1 11 8 UNIT UPPER LERa. 311 8 42 2L4 310 i ! 1 ! ! ! 1 i - - ---4- - - ■IIMIOM■11L. U1111,42 314 11 UNR 2C4 UPP131 LEVEL 310 UtOr21141 310 2 J.BUXELL ARCHITECTURE, LTD 900130IGH THIRD STREET 1UNNEAPOLIS, MINNESOTA 33401 181.4613)3311-3773 FAX.013)333-0010 URBAN PLANDUNG OPENSPACE COROMNIURS ARCHWECTURE LANDSCAPE ARCHHECTGRE GRAPHICS RV YR Olt IMPI.IV MUM SUMMON MOTU. /4.0.1,01ISTBOID MIIIIMCHIRIMI =MAIM OPT= RA1310.11NMEIM. DEVELOPER FRAUENSHUH/ SWEENEY BUILDING 2 THIRD LEVEL PLAN, FINAL PUD SUBMITTAL DATE 07.22.03 PROJECT NR: 01026.20 DESIGNED: DRAWN MN A2.3 N2 N4 FOURTH FLOOR PLAN-16,752 SF Scale: 1 = .2W NB J.BUXELL ARCHTTEL LID 9001CORTH TIMID STREET AIINNEAPOLIS, MINNESOTA SUSI 7S14(612)338-3773 PAIL(612)33/1-0040 smAqtasellsora URBAN PLANNING OPENSPACE COISSIUNMES ARCHIPECTIIRS LANDSCAPE ARCMIECIIIIII GRAPHICS 1.12•1111.19017711VIIIMILWINO. MAIM. 171111111VVIIMIKr AM MIA 01.1111011119112D .091.11.11112TIMAIROTO OIMIIMISSOM NMat. PONAM DAME YU, TZPS.S.6 "'V P. DEVELOPER: FRAUENSHUHJ SWEENEY BUILDING 2 FOURTH LEVEL PLAN FINAL PUO SUBMITTAL DATE 07.22.03 PROJECT NR: 01026.20 DESIGNED: J0 DRAWN 7171 A2.4 • • 1 ROOF PLAN 1 • • J.BUXELL ARCHITECTURE, LTD TOO NORTH IHElDMI EP 30NNEAPOl3R, BENNE:KMA 33401 11314612p38 -340 PA)4612y33BO6T6 InnvSxo Jlmm URBAN PLANNING OPW13PAOE COMSUNITIER ARCHITECTURE LANDSCAPE AACMIBCME GRAPHICS 111111.11, GEM" MATINS NUMMI 27113Pr...0,1174 011.810Ir WAS 17M1,00:17 AlCIVISC11211:671861AIVI OP 7911 STAVE 01,1119•11971,. XMAS tiASIt DEVELOPER: FRAUENSHUH/ SWEENEY BUILDING 2 ROOF PLAN FINAL PUD SUBMITTAL DATE 07.22.03 PROJECT NR: 01026.20 DESIGNED: 1103 DRAWN RN A2.5 e EAST ELEVATION Scale: 1 /8• = 1' -O NORTH ELEVATION Scale: 1 /8• _ , I.I II•I .I ' I ■1 1 ■I MI 111 ■I u 1 ■I 1 ■1 FULLUTE NEUL FIBERGLASS WORSTW.O FIRST LEVEL SWG(O STAIR u u u X I I I l I t 11111=-2= 21■211..wille=1111..0 L J AWY. STOREFRONT WISIASS STARTOIX LIMESTONE T W. O GOWAN ■I FOURTH LEVEL ASPHALT 11M11=1 ' 1E1111111 II U111111iiiiiiililiiiiiliiiiiiiiillllllllll IIIII!Illiiiiiiiiiii'i1111 lllll e■ I l 1111111 'iiiiiiiiiinlni'illlllllll�► VINYL CEMENT BOARD SIDING STRIP • LEVELS. PRECAST CAP TL6i' SECOND LEVEL NIO(O FIBBT LEVEL PORKIER COATED ALLAI RAILING TW. PRECAST CAP WS FIRST LEVEL ST. CROI X LIMESTONE 0 PARKING LEVEL 0.2 85.8 E �T a P*SKDIN LEVEL AEF18E1 SAM ES LOWM IN FULL LITE INSLL FIBERGLASS DOORS 'NW 0 FIRST LEVEL RECESSED UGHT WRIER CANOPY TIP. RECESSED IJO FT8 UNDER CANOPY - SHINGLES • T 4, OF ROOF -- �] D ROOF LEVEL POWDER COATED ALUM RAIUROTYP. — >N FARM LEVEL AN GL YRNUUrS TW. CEMENT BOARD SIDNG&TRIM O LEVELS. -- ,77.4. THIRD LEVEL BRICNO STAIR . 4111rSEW9ID LEVEL BRCX O FIRST LEVEL PRNACY WAIL PRECASCCAP z GRADE SF.CROOILINE810E • PARKING LEVEL s zpr 1VM GLEVEL J.BUXELL ARCHITECTURE, LTD 900 NORTH TIERD 5TRP8P T OMJEAPOLIS MINNESOTA 33101 7104612031 -3773 FAR(612)338-0040 I•vlbmdl.mn URBAN MANNING OPR3PACECOIMIRGIIBS ARCHITECTURE LANDSCAPE ARCIHISCMR8 ONWHICS 1.101111/IT C17011,1RIAT ANCIPICILII0M01.19.0l7INAS HMO= HALAL samwowL z w DEVELOPER FRAUENSHUH/ SWEENEY BUILDING 2 BUILDING ELEVATION FINAL PUD SUBMITTAL DATE: PROJECT NR: DESIGNED: DRAWN 07.22.03 01026.20 MN A2.6 Ii 111 1 •I4 • 1 1] I 1=111=1 1 11111111111iiiiiiiIiiiiiiiiiill 1 1 €4, F ot am 1mi im 111 CODRS TYP. 1 FESELEVEJ. WEST ELEVATION 1 j — Scare: 1713' • r 92 . GRADE 111 11 11 SOUTH ELEVATION Scale: 118 " = V-0° r Lei IU Es. 11•1 i. IIiiiiiiIiiiiiIiiiiiIIi 111 IU In 101 11 SACK • STAIR FULL DIE SEUL 0 • H I IJJ 11 111 FOURTI.HEVEL VINYL VANDOWS TVP. 9T-s. THIRD LEVEL gl 8 TRIM • LEVELS. PRECAST CAP BRION • FIRST LEVEL POWDER COATED ALVA RAILING TV?. PRECAST CAP MIST LEVEL GRADE ST. CROIX LIMESTONE — 0 PARKING LEVEL v /pl . PARKING LEVEL ___________._________ 1111111111111111 • 1 MU111111 Ii 11 1111111111116i 1111 1 111111 1111iiiiiill to 1•1 fii•iiD 171 1 ii 11111 111 111 M11111 11 111 1 ii • FILL UTE INSUL FIBERGLASS STZROIX LIMESTONE 00010 TM.. • FIRST LEVEL TYP. • COLUMNS 111 111 Ini I II 1 . 10111111111=1 1111111 11111 llirliiii111111111111111111 1111. 11111111 111111111 1=111=11=1 11•11.1.1 1 1. 1111 1.111=11=1 1 1=1=11=1 , 11111111 111111111111 1111 IIIlI IItiitiiiiiiiiiiiiiIIIl • 1111171.1m imo 1 •1 11 . 111E11=1 ASPHALT SHINGLE-8 _718 MIDPOINT OF ROOF 74, FOURTH LEVEL BRICK • STAIR PRECAl• CAP . — ME, SECOND LEVEL 111100 • FIRST LEVEL DATE: 07.22.03 PRECAST CAP II • FIRST LEVEL ST.CROIX LIMESTONE • PARKING LEVEL 40 GRADE I PARKING LEVEL J.BUXELL ARCHITECTURE, LTD DOONORTR TIM STREET MDINEAFOLIG MINNESOTA 55401 7714612038-3773 FAA•12)3311 ONO vnew0uutLeom URBAN MANNING OPENSPACE COMMUNTTISS ARCHTTECTURE LANDSCAPE ARCHITECTURE GRAPHICS 111MILMIV COT MUT= ONAMIWA . 91,0117■11.11= ASV 1.714rZIKIVi= AM 7.71.W 81101111111913 WIIMPECUINCER T.111,610 INS ■1120091.1. PAWL WW1, DEVELOPER: FRAUENSHUH/ SWEENEY BUILDING 2 BUILDING ELEVATION FINAL PUD SUBMITTAL PROTEGE NR: 002620 DESIGNED: JHB DRAWN MN A2. • PARKING ROOFTOP SCREENING SECTION Scale: 1 /6" =1' -0" ROAD 70' `- "C7 -4" ROOF EL. j15' 1ST FLOOR EL. ,TRADE VARIES ROOFTOP UNIT 1'-6° PARAPET WALL J.BUXELL ARCHITECTURE, LTD 900 NORM THIRD MEET MINNEAWMJB, MINIMUM 55401 TJ3 [.(611»36 -37mm PAZ(613)3340010 3rwa2menmnt URBAN PLANNING OPP313PAa C06®3UNT= ARCNGECITRB [.ATID6CAPB ARCBTIEC[UBB GRAPHICS 1.1.110.211r TRIATE0511.177. UMW 1.1eNtIMOTA NAM DEVELOPER: FRAUENSHUH/ SWEENEY BUILDING 2 ROOFTOP SCREENING FINAL PUD SUBMITTAL DATE: 07.22.03 PROJECT' NR: 0102610 DESIGNED: JNB DRAWN NN • LTR TYPE A GRIME NERD LUM IEIR LUMINARE • LWO ITEM LAME SI LAIIRNARE c Da11RHE LEAD 277 WCEBNILUMP(A•RE O O SOIlA6m FIXTURE TYPE STARLXLIT DT RT7 aT 277 277 m AMIDE aRDUND (1)100W MEDAL NMMDE SURF.. (1) 600W =AN 0 G TEMPERED CLAES TEMPERED (LASS TEMPERED GLASS ADRYLE 0 1 TEMPERED EINES TEY9ED (LABS LIGHTING FIXTURE SCHEDULE & MFGR CATR MOUNTNG LAMPS DIF AL m POLE (1 ) 11 RR METAL MUM 1470(8 m116W METAL (WIDE m71lE (1112W EA METK HEMS RRPECE mmW METAL NALa1E BDNFADE HEM. (7) 7EW NMIDE WALL (1 '0070MBOMATE METAL HALIDE GROV01 (1)36031 METAL oG o o D. o G 9 t 'r oG • oD SPRING o' \ o EXISTING t?6POLE tiI y� EX ISSTINO L I G POLE STING LE J.BUXEL ARCHITECTURE, LTD San NQ21TR TIDBD 814281' M1M(EAPOLI MDAIPEOTA3510 TEI (611)33&31 YA%(612)3)&ODIO .Ib iv ll.a�n URBAN RANN00 OP@OPAC COAWUNrt188 A RC0R4CRIR E LAND&CAPII AbCMIHCT11B0 aRARRs SISMIUSSIVI MOM 0 15 30 45 SCALE: 1'= 30' -0' DEVELOPER FRAUENSHUH SWEENEY GEPHART ELECTRICAL 3550 LABORE ROAD SAINT PAUL, MN 55110 16511 4 84 -4 900 SITE LIGHTING PLAN FINAL P.U.D SUBMITTAL DATE 0111.03 PROJECC NR : 01016.06 DESIGNED: JHB DRAWN FLU. E1.00 J.BUXELL ARCHTLECTURE, LTD goo NORTH THIRD STREET MINNEAPOLIS, 9ed85GYA 35.101 3ffi.X613p382173 PAR(6l2Ws0010 w ow,l aIl.00m URRAN PLANNING GPI4SPACEC08DIIGr1I9 ARCHITECTURE LANINICAPHAIIMITECIURE GRAPHICS sr warm= yr nnurreummonN MOTU. MO AIIIIMICIMMISISIAVAI Or= INVIG 15 30 45 SCALE: 1"= 30' -0" z 6 w a s CA -et H W DEVELOPER FRAUENSHUH SWEENEY GEPHART ELECTRICAL 3550 LAHORE ROAD SAINT PAUL, MN 55110 (651) 484 -4900 SITE LIGHTING PHOTOMETRIC PLAN FINAL P.U.O SUBMITTAL DATE: 07.22.03 PROJECT NR: 01026.06 DESIGNED: 318 DRAWN RJS. E1.10 STILLWATER AREA SCHOOLS September 2, 2003 Mr. Steve Russell Community Development Director City of Stillwater - City Hall 216 North Fourth Street Stillwater, MN 55082 Re: Old Athletic Field Dear.Steve: This letter is in response to your request that I provide a summary of the process that was followed for removal of the fence, lighting and building at the Old Athletic Field, located at Fifth Ave. South and Burlington Street. Attached to this letter is a summary that was developed for internal communications; specifically, this summary includes the facts pertaining to the building being removed without a demolition permit being obtained. Please review for the events and details leading up to the work that is now being done on that site. The responsibility to comply with appropriate ordinances is the District's responsibility, however, the omission was not intentional. Prior to beginning the project, the contractor was asked if he had the necessary permits. In talking to Mr. Ritzer (after you called me last week), he indicated that he had not specifically contacted the building department regarding requirements because he had assumed his city license was all that was necessary. This was probably accurate, with an exception due to the age of the building. There is an assumption that a portion of the building was older than 50 years. It had been repaired, with an addition made at some point after original construction, but was currently in disrepair and had become an attractive nuisance. Although not a remedy to the current situation, I assure you that in the future, district staff will make the initial contacts with building officials regarding all projects. Also, a procedure will be implemented to ensure that permits have been obtained prior to a contractor beginning work. Please contact me if I can provide additional information. Sincerely, Daniel C. Parker Assistant to the Superintendent for Finance and Operations DCP:ae Attachment 1875 South Greeley Street Stillwater, Minnesota 55082 Tel: 651-351-8340 fax: 651 - 351 -838o tdd: 651-351-8338 www.stillwater.ku.mn.us Copy: Superintendent Kathleen Macy, Mike Brabender Afton- Lakeland Elementary, Andersen Elementary, Early Childhood Family Education, Lake Elmo Elementary, Lily Lake Elementary, Marine Elementary, Oak Park Elementary, Oak -Land Junior High, Rutherford Elementary, St. Croix Valley Alternative Learning Program, Stonebridge Elementary, Stillwater Area High School, Stillwater Junior High, Valley Crossing CommunitySchool, Withrow Elementary Removal of Fence, Lighting and Building at the Old Athletic Field Update August 21, 2003 Revised August 28, 2003 The Old Athletic Field is a two -block site located between Fifth Avenue and Sixth Avenue, south and north of Orleans Street in Stillwater. The south half of the property is open but contains two ball diamonds and backstops. The north half of the property is fenced, and was the site of the original football field /track and bleachers. Consequently, this was the site of athletic events prior to construction of what are now Stillwater Junior High School and Miller Stadium (in the early '60s). Since the construction of Stillwater Area High School, the Old Athletic Field site has been used infrequently. Status Spring 2003: • The District has not been able to devote the time and resources needed to maintain the Old Athletic Field in its current configuration. The fence line has become overgrown with trees, and weeds have taken over the perimeter of the .property. • Many of the lights are not functioning, and the electrical services are obsolete. • The majority of the fence is old with barbwire on the top and bottom edges. • The building that is on the site has not been used for several years and is becoming a target of vandalism and graffiti. Decision to remove fence, lighting and building from the property: • For the past two years there has been communication with area residents regarding upkeep of the property, safety of children on the site and inability to observe activities that have been taking place on the property. • Considering there are now two lighted stadiums, the amount of time needed to maintain the Old Athletic Field site would continue to take staff time and financial resources away from sites that have high needs and heavy daily use. Meeting /Discussion with Utilities /City Officials • Mr. Brabender met with the utilities to ensure proper disconnection of gas, electrical and water. • Mr. Brabender discussed our intent to remove the old fence and building with City Parks staff. The district will leave the new fence on the east side of the playground and install a lower fence on the north side, adjacent to the playground. Meeting with adjacent property owners: • Mr. Karl Ranum offered to organize a neighborhood group to assist in maintenance of the field. At least two meetings of the neighbors took place. • The decision to use a contractor to remove the fence, lighting and building was communicated to Mr. Ranum. Mr. Brabender and Mr. Ranum met with the residents on August 9, 2003, and discussed the action that would be taken. Finance Dept DP:ae 8 -28 -03 Removal of Fence, Lighting and Building at the Old Athletic Field Update August 21, 2003 Revised August 28, 2003 Page Two 1 • It is the intention of the District to continue' to meet with interested residents and include them as active participants in the ongoing maintenance of the field. A meeting and activities are planned for the fall. Benefits to removal of fence, lighting and building: • Less maintenance will be required. Hours will be reduced to basic mowing with reduced vandalism repair. • Appearance of property will be improved - "better neighbor". • Exposure for public being injured on the site will be reduced. Budget Questions • The cost to remove the fence, lighting and building will be $15,800. This amount will be included in the 2003 -2004 Operating Capital Budget. About half of the cost, however, will be accounted for from reduced maintenance costs this summer. The estimate to replace burned out lights was $1,000. Repairs, if needed, would have been additional. The electrical panel was in need of replacement at a cost of $5,000 with potential for extra cost. Repairs and maintenance of the old building would have continued due to neglect and vandalism. • It takes 2 -3 hours to mow this site. The site will continue to receive this service. • General budget constraints and additional district facilities have reduced the amount of time that Field Services staff has been able to devote to this site. Other Items • District staff received a call from the City of Stillwater on Tuesday, August 26, 2003, indicating that a demolition permit had not been issued for the removal of the building that was on this site. A permit is required if a building is over 50 years old. Mr. Brabender checked with the contractor, Mr. Ritzer, who indicated that he had not pulled a permit. At this point, the majority of the building had been removed. Mr. Ritzer immediately met with the building inspector and obtained a permit. Mr. Ritzer indicated that he thought his city license was all that was required. This is not the normal process. A letter will be sent to the City summarizing the situation and indicating that it was not our intent to violate any Ordinance. • An informational memo is being prepared and will be sent to residents near the Old Athletic Field. Current status, rumors and future cooperation with the neighborhood will be outlined. A meeting will be offered for those seeking additional information. Finance Dept DP:ae 8 -28 -03 • Memo • DATE: December 11, 2002 TO: Mayor and City Council FROM: Sharon HarrisonC Asst. Finance Director< BACKGROUND RECOMMEDATION ACTION REOUIRED RE: Adopting the Proposed General Fund Budget, the Proposed Tax Levy for 2004 and setting the truth -n- taxation hearing dates The next step in the budget process is to adopt the proposed tax levy, to adopt the proposed General Fund budget and set the truth -n- taxation public hearing dates for the payable year 2004. This information must be submitted to Washington County no later than September 15, 2003. The proposed tax levy is the same amount as presented at the budget workshop, $7,296,297. This tax levy amount includes a general tax levy of $4,713,214 (maximum amount allowed for 2004) and a debt service levy of $2,583,083. As requested by Council, some minor changes were made to the general fund budget during the budget workshops. Those changes resulted in a proposed general fund budget amount (including operating and capital outlay) of $8,725,095 for payable 2004. Also at this time, initial and continuation truth -n- taxation hearing dates must be selected. The initial hearing date is held in early December to allow enough time for a continuation hearing, if needed, and a subsequent hearing date to adopt the final tax levy and the final general fund budget. Staff recommends adopting the resolutions for the proposed 2004 tax levy in the amount of $7,296,297, the proposed 2004 General Fund budget in the amount of $8,725,095, and setting the initial truth -n- taxation hearing date for December 2, 2003 at 7:00 p.m. and continuation hearing date for December 9, 2003 at 7:00 p.m. • If Council concurs with staff's recommendation, Council needs to adopt the attached resolutions. RESOLUTION NO. 2003- ADOPTING THE PROPOSED TAX LEVY FOR THE PAYABLE YEAR 2004 BE IT RESOLVED, by the City Council of the City of Stillwater, Minnesota, that the sum of $7,296,297 is hereby levied against all of the taxable property of the City of Stillwater, Washington County, Minnesota, for City purposes for the payable year 2004. Adopted by the Council this 2 day of September, 2003. ATTEST: Diane Ward, City Clerk Jay L. Kimble, Mayor • • • k • • BE IT RESOLVED, by the City Council of the City of Stillwater, Minnesota, that the PROPOSED BUDGET FOR THE general Fund is hereby adopted for the year 2004 with revenues and expenditures in the amount of $8,725,095. Adopted by the Council this 2nd day of September, 2003. ATTEST: Diane Ward, City Clerk RESOLUTION NO. 2003- ADOPTING THE PROPOSED BUDGET FOR THE YEAR 2004 Jay L. Kimble, Mayor BE IT RESOLVED, by the City Council of the City of Stillwater, Minnesota, that the Payable 2004 Truth -n- Taxation hearing shall be at 7:00 p.m., Tuesday, December 2, 2003, and a continuation public hearing, if needed, shall be at 7:00 p.m., Tuesday, December 9, 2003. Adopted by the Council this 2 day of September, 2003. ATTEST: SETTING PAYABLE 2004 TRUTH -N- TAXATION PUBLIC HEARING Diane Ward, City Clerk RESOLUTION NO. 2003- Jay L Kimble, Mayor • • • • • • August 28, 2003 Steve Russell City of Stillwater Planning Commission This letter is to request permission to post signs for the Stillwater Fire Department Relief Association Fish Fry on October 17,2003 at the following locations. Location Size of Sign Lily Lake ball field 4 X 6 The Pump House (Wilkin & Owen) 3 X 4 The Pump House (1300 block W. Olive) 4 X 4 The Pump House (1300 block S. 4 4 X 4 These signs would be posted on or about September 16, 2003, until October 18, 2003. We have received permission from Jim McKnight, Stillwater Water Dept. Due to Tim Thomsen, Engineering and Public Works, being out on medical leave, I have been unable to speak with him. Thank you f William L. Peltier Firefighter/Engineer WLP /lrt /a7 • • • Memo To: Honorable Mayor and Council From: Kim Kallestad, Fire Chief Date: August 28, 2003 Subject: Increase in Authorized Number of Part-time Personnel Request is hereby made to increase the authorized number of part-time fire personnel from 30 to 34. Advantages of increase: • Increased safety • Increase the avg. number of personnel per call • Get closer to national standards for number of personnel responding within designated response times • More capability to handle ever - increasing call volume • Enable options for designated on -call time periods • Train and develop new fire fighters prior to expected retirements & loss of much experience in the next few years • Starting a group of people together improves training, camaraderie, and enthusiasm more than hiring individuals • Larger pool of employees for promotions and filling vacation days of full -time employees (each shift filled by part-time saves the cost of full -time overtime) • Current hiring examination process has attracted a pool of qualified candidates to fill these positions Disadvantages of increase: • Costs: o Approximately $3,000 is required in the first 18 months to equip and train a new fire fighter. $3,000 x 4 = $12,000 Can be accomplished within the budget with due diligence. o Average wages of $3,100 per year times 4 people equals $12,400. Cost saving measures have created margin in part-time wages to cover this cost. • Fire insurance 2% monies for pension distributed actuarially to more personnel. Potentially less fire relief pension dollars per individual per year of service. (Note that investment losses of recent years negatively impact benefits, and insurance premium increases of recent and current year positively impact benefits.) Recommendation: Increase authorized number of part-time fire personnel from 30 to 34. • MEMORANDUM • • August 28, 2003 TO: Mayor and City Council FROM: Klayton Eckles, Public Works Director SUBJECT: Turf Restoration in City Parks Staff has been researching turf restoration issues surrounding various city parks (Lowell, Benson, Crossing, Public Works Facility Park) and will have information available on Tuesday. s • Memorandum • • To: Mayor and City Council From: Diane Ward, City Clerk Date: 8/28/2003 Subject: Planning Commission Appointment Due to the resignation of Russell Hultman staff advertised the vacancy and received one application from Mr. Mike Dahlquist. Mr. Dahlquist is from Ward 3. ACTION REOUIRED: If Council wishes to appoint Mr. Dahlquist Council should pass a motion adopting a resolution appointing Mr. Dahlquist persons to the Planning Commission to fill the expired term of Russell Hultman which expires on January 1, 2005. Return to City of Stillwater, 216 N. 4th St., Stillwater, MN 55082. CITY OF STILLWATER APPLICATION FOR APPOINTMENT TO ADVISORY BOARDS AND COMMISSIONS Name: )1 r LZ .}11 Address: )) 7_,e Cf . 45 i � ,t ( )1- Az. Home Telephone: 65 430 - Work Telephone: 65) - 5 5 '11 1. How long have you lived in Stillwater? 7 --1r Yrs/Mo. Which Ward 2. What Stillwater community activities have you been in olved in? c(G�hS7ri s1C5 �h TJc7c�: 3. Please describe any previous experience you have which is similar to serving on a volunteer advisory y board/commission. — 1 e--n+ 64,7-71 rn i .53c -,� vi L< CIh.,, — C : .0 & f��.k . - 4 , Kin, -- e- K 6 �- 7,-Ary ..7 $. i` -,-� L, )-.-/ 4=;. e-.7- �- y � ` Hi—) a)j.,, ; r 1 3 x›)-)", f3 - 4. Do you have a preferred Board /Commission that you are interested in serving on? Yes X No If yes, fill in name of Board /Commission: Jr) jam,, cin 6.0"7,,er,; ,-�„ No)( 5. Would you consider an alternate appointment? Yes If yes, which one? 41 c -{ �^ J M 1 � c.„:771 � � � - 3 4 S Please describe any schedule conflicts with the regular meeting schedules for the board/commissions (i.e., routine travel, work schedules anc) like). i, rrr ���� -{- ( 1.7 - 7 c),.4 r 1�, -� a,1 c 14 1 �o► ri i� : ( � /t /`ms s- t 1 i t) , r , rek 7. Why do you wish to be on aboard/comntission? ;%1 1J AV C r 8. Please describe any other relev nt information you would like us to know. * ** *Attach Additional Sheets, if necessary* * ** THIS INFORMATION WILL BE DISTRIBUTED TO COUNCIL AND IS CLASSIFIED AS PUBLIC DATA CONFIDENTIAL' Daie: ‘.7 .D—r e. 4- • u) • • • • Michael S. Dahlquist P.E. 1128 Creekside Circle Stillwater MN 55082 651- 290 -5571 (W), 651 - 430 -9427 (H) E -mail: michael .s.dahlouistausace.armv.mil Education September 1980 — June 1985, University of Minnesota — Duluth, MN /Minneapolis, MN B.S. Civil Engineering — With Distinction, 3.56 GPA January 1986 — April 1989, University of Minnesota — Minneapolis, MN Civil Engineering Graduate Courses Licenses/Certificates Professional Engineer, State of Minnesota, License 19919 Certified Cost Engineer, Department of Defense -Tri- Services Work Experience - U.S. Army Corps of Engineers, St., Paul District Nov. 2002 to Present - Supervisory Civil Engineer, GS- 0810 -13, Chief, Mechanical, Electrical, Structural, Architectural Section — Design Branch, Supervisor: AI Geisen, 651 - 290 -5522 Temporary assignment as chief of this section comprised of 13 engineers and 2 technicians ranging in grade from GS -6 to GS -12. Duties and responsibilities are similar to those identified below for my permanent position as Chief of Cost Engineering and Specifications Section. Special accomplishment during this period includes introduction of a project schedule system for individuals in the section to better forecast and manage workload. Nov. 1996 to Nov. 2002 - Supervisory Civil Engineer, GS- 0810 -13, Chief, Cost Engineering, Specifications & Tech. Support Section — Design Branch, Supervisor: Al Geisen, 651 - 290 -5522 Responsible for leading, planning, organizing, managing and evaluating the activities of 6 -7 senior engineers (GS -12), plus one subordinate supervisor and 4 -7 engineering technicians ranging in grade from GS -4 to GS -10. The mission of the team making up this section is the preparation of specifications and estimates for civil works navigation, flood control, environmental and emergency projects ranging from under $100K to over $500M and for providing engineering technician services to other functional elements within the district. Also, at various times during this period, the section was responsible for CADD management and operation of District Map Files. As section chief, I have supervisory responsibility for the section including evaluation of staffing, training and development, establishing project priorities in consultation with District management and project managers, assigning workload, assuring quality control, conducting performance evaluations and development and implementation of section policies and procedures. It is also the responsibility of this Section Chief to maintain thorough knowledge of ongoing projects to provide meaningful input to District management as well as guidance to project teams, especially regarding acquisition strategy. Special emphasis has been placed on developing a staff that is multi - disciplined with a focus on project scope, schedule and budget who are effective working within a project management organization. This has allowed efficient use of team members on project delivery teams while remaining responsive to unanticipated needs such as emergency operations, unplanned work and staff developmental assignments. articles in a Corps -wide publication and giving a presentation at a Corps Structural Engineering Conference. From June to August 1990, served as temporary Structural Engineering Team Leader responsible for planning, assigning and reviewing the work of the team. Sept. 1989 to Jan. 1990 - Civil Engineer, GS- 0810 -11, Hastings Resident Office — Construction Branch, Supervisor: Doug Baird Developmental assignment to the Construction office responsible for administration of the $6.8 million rehabilitation of Dam 2 on the Mississippi River. Provided on -site design assistance during a critical phase of the project as well as assisted the Resident Engineer with contract administration. Specific duties included quality assurance and safety inspections, preparing contract modifications and assisting with modification negotiations. Special accomplishments included researching /documenting information to secure a Buy American Act waiver for a critical element of the project and evaluation of defective structural bolts delivered to the project. Oct. 1985 to Oct. 1986 - Civil Engineer, GS- 0810 -7 - Engineering Intern, Supervisor: Robert Post, 952 -832 -2613 As an intern for the St. Paul District, this developmental experience included rotating assignments through various Offices and Divisions within the St. Paul District for the purpose of gaining mission and organizational knowledge. Assignments included time in the offices of Construction, Operations, Engineering, Management, Regulatory and Planning. Other Experience /Information Planning Commission Vice Chair, City of Oak Park Heights, May 98 — Jan 01. Park Commission, City of Oak Park Heights, Jul 91 — May 98 (Chair Jun 94 - May 98) Strategic Planning Commission, Oak Park Heights /Bayport/Baytown, Jul 96 — Jun 98 Member SAME Specialized Training Organizational Leadership for Executives — 2001 Design /Build Contracting- 2001 - Human Resources for Managers — 1999 - Management Controls —1999 Developing Customer Focused Organizations —1999 Supervisor Development Course —1999 Position Classification — 1997 LEAD —1994 Structural Specialist — Urban Search and Rescue 1993/1995/1999/2002 EEO for Supervisors —1993 Awards Received EEO Honorary Award 2002 Level 1 /Exc. Performance Awards 1988, 1990, 1993 -1999, 2001 -2002 16 On- The - Spot/Special Act Awards for various projects. Certificates of Commendation for 2001 Flood Response; 1998 Southern MN Tornado Response; 1996 Red River Flood Response; 1994 Northridge Earthquake Response; 1989 Red River Flood Response. • • • • MEMORANDUM TO: Mayor and City Council FROM: Shawn Sanders, Civil Engineer DATE: August 25, 2003 SUBJECT: Assessment Roll Preparation and Calling for Hearing for 2003 Street Improvement Project (Project 2003 -02) • DISCUSSION: In order for the above project to be certified to the County this year, the assessment rolls need to be prepared. It is anticipated that the hearing will be held on October 7th RECOMMENDATION: Staff recommends that Council authorize the preparation of the assessment roll. • ACTION REQUIRED: If Council concurs with the recommendation, Council should pass a motion adopting Resolution 2003 -_ RESOLUTION DECLARING COST TO BE ASSESSED, AND ORDERING PREPARATION OF PROPOSED ASSESSMENT FOR 2003 STREET IMPROVEMENT PROJECT (PROJECT NO. 2003-02) and Resolution 2003- , RESOLUTION CALLING FOR HEARING ON PROPOSED ASSESSMENT FOR 2003 STREET IMPROVEMENT PROJECT (PROJECT 2003 -02). RESOLUTION DECLARING COST TO BE ASSESSED, AND ORDERING PREPARATION OF PROPOSED ASSESSMENT FOR 2003 STREET IMPROVEMENT PROJECT (PROJECT NO. 2003 -02) WHEREAS, a contract has been let and costs have been determined for the improvement of streets and the contract (bid) price for such improvement is $950,000.00 and the expenses incurred or to be incurred in the making of such improvement amount to $250,000.00 so that the total cost of the improvement will be $1,200,000.00. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF STILLWATER, MINNESOTA: 1. The portion of the cost of such improvement to be paid by the city is hereby declared to be $601,979.01, the portion of the cost to be paid by the Water Board is hereby declared to be $25,000.00, and the portion of the cost to be assessed against benefited property owners is declared to be $598,020.99. 2. Assessments shall be payable in equal annual installments extending over a period of ten (10) years, the first of the installments to be payable on or before the first Monday in January, 2004, and shall bear interest at the rate of five percent per annum from the date of the adoption of the assessment resolutions. 3. The city engineer shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land within the district affected, without regard to cash valuation, as provided by law, and shall file a copy of such proposed assessment in their office for public inspection. 4. The clerk shall upon the completion of such proposed assessment notify the council thereof. Adopted by the council this 2' day of September 2003. ATTEST: Diane F. Ward, City Clerk Jay L Kimble, Mayor • • • • RESOLUTION CALLING FOR HEARING ON PROPOSED ASSESSMENT FOR 2003 STREET IMPROVEMENT PROJECT (PROJECT 2003 -02) WHEREAS, by a resolution passed by the Council on September 2, 2003, the city engineer was directed to prepare a proposed assessment of the cost for the 2003 Street Improvement Project. The following is the area proposed to be assessed. The area proposed to be assessed for such improvement is properties abutting South Holcombe Street from West Hancock Street to West Olive Street, West Willard Street from South Greeley Street to South Holcombe Street, South Harriet Street from 180 feet south of West Willard Street to 650 feet north, South Everett Street from West Willard Street to West Abbott Street, South Martha Street from West Willard Street to West Abbott Street, West Walnut Street from South Third Street to South Fifth Street, and West Hickory Street from Owens Street to 650 feet west. WHEREAS, the clerk has notified the council that such proposed assessment has been completed and filed in the office for public inspection, NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF STILLWATER, MINNESOTA: 1. A hearing shall be held on the 7 day of October, 2003 in the city hall at 7:00 p.m., or as soon as possible thereafter, to pass upon such proposed assessment and at such time and place all persons owning property affected by such improvement will be given an opportunity to be heard with reference to such assessment. 2. The city clerk is hereby directed to cause a notice of the hearing on the proposed assessment to be published once in the official newspaper at least two weeks prior to the hearing, and shall state in the notice the total cost of the improvement. The clerk shall also cause mailed notice to be given to the owner of each parcel described in the assessment roll not less than two weeks prior to the hearings. 3. The owner of any property so assessed may, at any time prior to certification of the assessment to the county auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment, to the City Treasurer, except that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of the assessment. He /she may at any time thereafter, pay to the City Treasurer; (in whole or in part) the remaining principal balance, with interest accrued to December 31 of the year in which such payment is made. Such payment must be made before November 15 or interest will be charged through December 31 of the succeeding year. Adopted by the City Council this 2nd day of September 2003. ATTEST: • Diane F. Ward, City Clerk Jay L. Kimble, Mayor • • • Department: Fire STAFF REQUEST ITEM Date: Aug. 28, 2003 DESCRIPTION OF REQUEST (Briefly outline what the request is) Request for signs for National Fire Prevention Week. See attached letter from Lieutenant Rob Zoller. FINANCIAL IMPACT (Briefly outline the costs, if any, that are associated with this request and the proposed source of the funds needed to fund the request) None. ADDITIONAL INFORMATION ATTACHED Yes _X No ALL COUNCIL REQUEST ITEMS MUST BE SUBMITTED TO THE CITY CLERK A MINIMUM OF FIVE WORKING DAYS PRIOR TO THE NEXT REGULARLY SCHEDULED COUNCIL MEETING IN ORDER TO BE PLACED IN THE COUNCIL MATERIAL PACKET. I Submitted by: Kim Kallestad, Fire Chief I Date: Aug. 28, 2003 August 27, 2003 To: Kim Kallestad, Fire Chief Memorandum From: Robert Zoller, Fire Prevention /Education Offioee --e Re: Fire Prevention Week Signs /Banners The week of October 6 - 11, 2003 has been declared as National Fire Prevention Week. The Stillwater Fire Department will be hosting a number of fire safety activities the month of October. Some of these will be attending area schools with fire education lessons and sending students home with fire prevention materials for their parents, delivering fire safety messages to area business, an `open house" and tours of the fire station for the public, and an employee fire safety recognition breakfast for all city employees, to name a few. Again this year, as in past years, we plan to display banners and signs with fire safety messages at various locations around the city. These will be placed on city property and remain through the month of October. The fire department is requesting the City Council for permission to display these informational life safety messages. Following is a list of the locations where the signs /banners will be: * Banner to hang on the south side of the fire station, 216 North Forth Street. * Sign at Lily Lake recreational area, South Greeley St. * Sign at the water department property well house, 1320 South 4th St. * Sign at the water department property well house, 1304 West Olive St. * Sign at the water department property well house, 1013 North Owens St. * Sign at the water department property well house, 1800 West Orleans St. * Sign at the water department property well house, Rutherford d. & England PI. * Sign at the City Lift Station, West Myrtle St. near Jaycee Complex. * Sign at Heritage Park, Heritage Ct. & Parkway * Sign at Legends Park, Barons Way & Delano Way * Sign at the City Public Works Building, Boutwell Rd. N. Thank you for your time on reviewing this request. If you need any further information please contact me by pager, 952 - 235 -0975. /rfz cc: Stu Glaser, Assistant Fire Chief • • • • • • Minnesota Department of Transportation ' Metropolitan Division Waters Edge 1500 West County Road B2 Roseville, MN 55113 August 26, 2003 Mr. Larry Hansen City Administrator City of Stillwater 216 North 4th Street Stillwater MN 55082 Dear Mr. Hansen: FYI This letter addresses the concerns that have been expressed regarding Mn /DOT removal of the Advance Warning Flashers along Trunk Highway 36 in Stillwater /Oak Park Heights. Please feel free to share this information with the council. Advance Warning Flashers (AWF) have been installed at several signalized intersections in the Metro Area. They warn drivers that they are approaching a signalized intersection where the signal is red or about to change from green to red. Recent studies have shown that immediately after installation of an AWF, the red light running violation rates went down but the speed of those violations increased slightly as they passed through the intersection. The studies showed that the violation rate returned to the 'before condition' within a year of AWF operation but the speed at which violating vehicles were running through the red light increased by almost 19 %. This shows that the effectiveness of the advanced warning flasher diminishes over time while the increased speed of violating vehicles can lead to a higher crash severity rate. Advanced warning flashers also add delay to the system. The signals operated by the Metro District are traffic actuated. Instead of being run by a set time clock, the signals respond to present (actual instead of predicted) traffic conditions making them much more efficient. When the signal controller (computer) determines that there is no more demand for a certain movement, the controller will bring up the yellow indication so that another movement will be serviced. When an AWF is present, the signal controller cannot immediately bring up the yellow indication as dictated by traffic conditions. The signal must remain green for an additional 7 -12 seconds while the AWF is flashing. This inefficient operation increases delay for both mainline and cross street traffic. The delay is more noticeable during off -peak periods when vehicles are required to wait on the cross street and there isn't any traffic on the mainline. Therefore these devices should only be used where warranted. In 2002, the State issued new installation guidelines and operation standards. AWFs should be installed at locations that have: 1. An isolated or unexpected signalized intersection, where the upstream distance from the last signalized intersection is greater than 9 miles. 2. Poor sight distance at approaches to the intersection. 3. Inadequate yellow clearance times causing difficult driver decisions at the approach to the intersections. An equal opportunity employer 4. A high number of correctable crashes at the intersection. 5. High heavy truck volumes combined with steep roadway grades. 6. Engineering judgment. As a result, Metro District's Traffic Engineering Section studied each AWF in the Metro area to determine if it complied with the latest installation guidelines. The AWFs that did comply were upgraded to the newest operating standard, the AWFs that didn't were removed. The three advanced warning flashers on TH 36 in the Stillwater /Oak Park Heights area were installed after a fatal crash that occurred on February 25, 1990. An overloaded tractor - trailer with faulty brakes ran the red indication and broadsided another vehicle. The truck had entered the intersection illegally after the signal indication had been red for approximately 10 seconds. An engineering study performed immediately after the crash showed that the signal was functioning properly. The three AWF's were installed at approximately the same time and were operational on December 21, 1990. EB TH 36 at Oakgreen /Greeley was removed because at this location: there is another traffic signal 0.5 miles in advance; the signal can be seen 2120 feet prior to the intersection; the percentage of heavy trucks is below 15% with a low grade; and the yellow clearance time is appropriate for the speed and the grade of the intersection. WB TH 36 at Oakgreen /Greeley was removed because at this location: there is another traffic signal 0.7 miles in advance; the signal can be seen 1590 feet prior to the intersection; and the percentage of heavy trucks is below 15% with a low grade; and the yellow clearance time is appropriate for the speed and the grade of the intersection. EB TH 36 at Co. Rd 24 /Osgood Ave. was removed because at this location: there is another traffic signal 0.8 miles in advance; the signal can be seen 3700 feet prior to the intersection; the percentage of heavy trucks is below 15% with a low grade; and the yellow clearance time is appropriate for the speed and the grade of the intersection. WB TH 36 at Co. Rd 24 /Osgood Ave. was removed because at this location: there is another traffic signal 1.9 miles in advance; the signal can be seen 2120 feet prior to the intersection; the percentage of heavy trucks is below 15% with a low grade; and the yellow clearance time is appropriate for the speed and the grade of the intersection. WB TH 36 at Washington was removed because at this location: there is another traffic signal 0.5 miles in advance; the signal can be seen 1600 feet prior to the intersection; the percentage of heavy trucks is below 15% with a low grade; the yellow clearance time is appropriate for the speed and the grade of the intersection. EB TH 36 at Washington will remain because at this location TH 36 goes from a rural to an urban section and the signal might not be expected. The signal can be seen 3696 feet from the intersection. As a part of a metro wide project, the Advanced Warning Flashers along TH 36 were removed from service on August 7, 2003. • • Advanced Warning Flashers are supplementary warning devices. Like any other device, they can add value but only if installed both consistently and properly. Even when installed properly AWF's will add delay to drivers. If installed inconsistently, they will only contribute to driver's • N • • confusion. Therefore, it is imperative that they are only installed where they are warranted by the guidelines discussed above. If you have any further questions or concerns, please contact Steve Misgen, Mn /DOT Metro District Signal Operations Engineer at (651) 634 -2130. Sincerely, Amr K. Jabr, P.E. Assistant Metro Traffic Engineer cc: John Bienick, Signal & Lighting Design Engineer Rick Arnebeck, Mn /DOT Area Manager Steven Misgen, Mn /DOT Signal Operations Engineer • Memo • To: Mayor and City Council From: Steve Russell, Community Development Director ii/ Date: August 26, 2003 Subject: Parks Board Consideration of Request to make City Parks Smoke Free Backcrourld The Parks Board received a request from Tobacco Smoke Free Future to consider making City Park's smoke free (see attached material). The Board tabled the item for further consideration and community input. The item is scheduled for additional consideration and possible decision at the Parks Board September 22, 2003 meeting. The issue discussed by the Board was to balance individual freedoms with community public health. Any action taken by the Parks Board needs to be approved by the City Council. If councilmembers have questions, concerns or a particular point of view that should be a part of the Parks Board review, contact a Parks Board member or myself. Attachment OBaCCO Fi1 TURe Coalition of Washington County A partnership of: youth adults schools health agencies community organizations government J We aim to reduce tobacco use and exposure among youth in Washington County. July 14. 2003 Mr. Steve Russell, Community Dev_ Director City of Stillwater 216 North Fourth Street Stillwater, MN 55082 Dear Mr. Russell: I am the Youth Tobacco Prevention Coordinator for the Washington County Tobacco Coalition. I manage part of a Tobacco Prevention grant given to Washington County Health Department and Lakeview Hospital. We are working with the state to reduce youth tobacco use by 30% by the year 2005, utilizing funds from the Minnesota Tobacco Endowment. On behalf of the youth in Washington County, the Coalition is requesting that your City consider adopting a tobacco -free policy for your parks and outdoor recreation facilities. The primary reasons for prohibiting tobacco in parks and outdoor recreation facilities are: to eliminate secondhand smoke exposure to your residents; reduce cigarette trash in your parks; promote tobacco -free role models for kids; create continuity between school and city facilities, which eliminates confusion about which facilities are tobacco free. We are prepared to assist you in any way we can to start Washington County on the road to a Tobacco Free Future. Passing a policy for tobacco use will make your community a healthier place to live and play now and in to the future. Remember 80% of adults are tobacco free. Please review the enclosed materials and let me know if we could give the Park and Recreation Board a presentation at an upcoming meeting, 430 -4775. Have a fabulous day, C� TLc/� Debi Campobasso Youth Tobacco Prevention Coordinator Washington County Tobacco Free Future Coalition cc: Park and Recreation Board Chairperson Polehna Mayor Jay Kimble 14949 62nd Street North P.O. Box 3803 Stillwater, Minnesota 5 651 -430 -6 Fax 651- 430 -6730 • • • DRAFT Policy Request for • the City of Stillwater As citizens of the City of Stillwater and members of the Stillwater Park and Recreation Board, we are asking the City Council to adopt d tobacco -free policy for the City's outdoor recreational facilities for the following reasons: ® Secondhand smoke is harmful, iri both indoor and outdoor settings. Exposure to secondhand smoke is the third leading cause of preventable death in the United States. S Children and adults using city recreational facilities should not be exposed to the deadly effects of secondhand smoke and cigarette butts that are often present in these areas. ® The Stillwater City Council has a responsibility to protect the health and safety of our community's children and adults while they use the city's recreation facilities, and adopting a tobacco -free policy is part of this responsibility. • By having policies, we can ensure that coaches, parents and other role models do not use tobacco in recreational settings, sending our children the message that tobacco use is an unhealthy behavior. Proposed Tobacco -Free Facilities All City-owned park property including all playgrounds, athletic fields, courts and rinks. Proposed Policy Enforcement Plan In order to most effectively educate the community about this policy and ensure compliance, we suggest the following enforcement plan: 1. Appropriate signs as directed by the City Council shall be posted in the above - specified areas. 2. The community, especially facility users and staff, will be notified about this policy (policy manual, newsletter, pledges). 3. City staff will make periodic observations of recreational facilities to monitor for compliance. 4. Any person found violating this policy, may be subject to immediate ejection from the recreation facility for the remainder of the event. Playing Tobacco Free: Tobacco -Free Policies For Outdoor Recreation Facilities Tobacco -free outdoor recreation facilities make sense • Secondhand smoke harms everyone and kills thousands every year Exposure to secondhand smoke is the third Ieading cause of preventable death in the United States, killing approximately 53,000 people every year. ' • Secondhand smoke is harmful in outdoor settings. According to Repace Associates, secondhand smoke levels in outdoor public places can reach levels as high as those found in indoor facilities where smoking is permitted. • Tobacco free policies help change community norms. Tobacco -free policies establish the community norm that tobacco use is not an acceptable behavior for -young people or adults within the entire community. • Most Minnesota parents support tobacco-free policies for outdoor playgrounds. A 1998 survey showed that 68% of Minnesota parents support smokingbans in outdoor playgrounds and 80% support a ban in all public places where children are present. Why are tobacco -free policies for outdoor recreation facilities so important? • City-wide policies support groups that have existing policies when they are using city recreation facilities. • Since most school districts prohibit tobacco use in all their facilities, city-wide policies create consistency for all youth recreational facilities in the community. • Cigarette butts cause litter, increase maintenance expenses, and pose the risk of ingestion by toddlers . using recreation facilities. • Creating tobacco-free environments protects the health, safety, and welfare of the community. Why are tobacco -free policies effective? • Policies reinforce to youth the message that tobacco use is unhealthy and unnecessary behavior. • Policies ensure that participants and spectators are not exposed to secondhand smoke. • Policies create an environment where leaders can model and promote healthy lifestyle choices. . .r. The Tobacco -Free Youth Recreation Initiative Tobacco -Free Youth Recreation (TFYR). is Minnesota's statewide recreation -based tobacco prevention program that assists recre- ational groups in modeling and promoting healthy tobacco -free lifestyles for young people who are involved in their programs. TFYR offers assistance, in tobacco -free policy development & implementation and also develops materials that promote the tobacco -free sports message throughout Minnesota. Policy adoption assistance & FREE signs available through TFYR TFYR, offers city park & recreation depai tnients technical assistance in tobacco -free policy development. To help with policy implementation, TFYR provides 12" x 18" metal blue & white tobacco -free signs for FREE to cities thatadopt compre- hensive tobacco -free policies for theitoutdoor recreational facilities. To qualify for the signs, the tobacco -free policy must include: • A list of all the facilities it covers. • A statement that all forms of tobacco use are prohibited. • An enforcement plan that includes a) user and staff notification; and b) signage. Contact TFYR staff (see below) for policy adoption assistance. Once a policy has been passed in your community, send a copy of the policy and a completed sign order form to TFYR: Down- load an order form from our web site at <www.ansrmn.org >. • • • • •- • • • • • Minnesota, Cities with Tobacco -Free Outdoor Recreational Facilities • Richfield • Rochester • Roseville • Sartell • Savage • Spicer • St. Cloud • St. Paul • Virginia • Willmar • Zimmerman Aitkin Aurora Austin Baxter Biwabik Bloomington Brainerd Breckenridge Buhl Cohasset • Duluth • Eagan • Eden Prairie • Eveleth • Golden Valley • Grand Rapids • Hibbing • Hoyt Lakes • New Brighton • Owatonna NOT ALL D On This Park Property fNYM Tobacco -Free Sig? Association for Nonsmokers--Migikota 2395 University Ave. West, # 31 St. Paul, MN 55114 -1512 (651)646 -3005; tfyr @ansrmn.org TOBACCO - 7-222 • • Tobacco-Free Outdoor Recreational Facilities in Minnesota (Park Policies & City Ordinances) 1. Aitldn, MN 9. Buhl, MN 17. Grand Rapids, MN 2. Aurora, MN 10. Cohasset, MN 18. Hibbing, MN 3. Austin, MN 11. Duluth, MN 19. Hoyt Lakes, MN 4. Baxter, MN 12. Eagan, MN 20. New Brighton, MN 5. Biwabik, MN 13. Eden Prairie, MN 21. Owatonna, MN 6. Bloomington, MN 14. Eveleth, MN 22. Richfield, MN 7. Brainerd, MN 15. Fayal Township, MN 23. Rochester, MN 8. Breckenridge, MN 16. Golden Valley, MN 24. Roseville, MN Additional City: Savage 25. St. Cloud, MN 26. St. Paul, MN 27. Sartell, MN 28. Spicer, MN 29. Virginia, MN 30. Willmar, MN 31. Zimmerman, MN TOBACCO - MI Town gi{:21 . w =1. .; mr. JP.mrl' c_ August 25th, 2003 Klayton Eckles Stillwater City Engineer 216 N Fourth St. Stillwater, MN 55082 cc: John Rheinberger City Council Members Dear Mr. Eckles, Thank you for the time you spent the other week discussing the traffic problem we are experiencing on South Sherburne St. between Olive and Myrtle. Your interest and insight into the problem were very much appreciated. As you suggested, I am summarizing that conversation in this letter to keep the issue "on the radar" of your office and the city council. Throughout the day, but particularly during the evening "rush hour," the quantity of cars using Sherburne as a shortcut around Owens and /or Greeley seems to be steadily increasing. More troubling than the quantity, though, is the high speed at which they travel. We have four young children living on our block and a number more who visit on a regular basis. The problem seems (to me) to be aggravated by the fact that there is no stop sign on the north /south intersection of Sherburne and Ramsey, so cars have an uninterrupted two blocks to pick up speed as they try to beat the regular traffic. I had thought that an additional stop sign might be the answer, but you suggested that there were a number of effective alternatives (speed bumps, one -way streets, street closures), and that it might make sense to wait until the traffic flow study currently underway was completed before deciding how to proceed. I certainly agree, but I ask that you and the city council please keep this specific situation in mind as you look at traffic options and solutions. Also, please keep me posted with developments. Thank you again for your help with this —your responsiveness is the kind of thing that makes Stillwater a wonderful place to live. Sincerely, C_ 1 y•---____ Evan Johnson 110 S. Sherburne St. Stillwater, MN 55082 651- 439 -8740 • • • • ST! . 1 Jay Kimble City of Stillwater 216 N. Fourth St. Stillwater, MN 55082 Dear Jay: Great River Energy Bicycle Festival 3020 Simpson St. Roseville, MN 55113 www.MinnBikeFestival.com August 18, 2003 It's been another outstanding year for the Great River Energy Bicycle Festival and the Nature Valley Grand Prix. Children's Hospitals and Clinics receives 100% of our net income, so the money that we saved thanks to your City's support is going to ease the suffering of some very sick kids. Thanks! And thanks for helping us get those cars moved. We really appreciate your support. This was a break - through year for the Nature Valley Grand Prix stage race. The Iron Range races and the Minneapolis Downtown Classic were great additions to the solid stages that we've had in Winona and Stillwater. The turnout of pro teams was better than ever. The women's race was particularly impressive, attracting almost three times as many riders as it had last year. We also saw a huge jump in media attention. We were a major presence in the media throughout Minnesota. We also received extensive coverage in the cycling media nationally and even internationally for almost a week. Highlights included being covered by multiple segments on every major TV station in the Twin Cities, led by WCCO (CBS) with a stunning 13 segments. This media attention is a reflection of the quality of the events that you helped make possible. This was our first year with our new charity: Children's Hospitals and Clinics. Children's was an outstanding partner and we plan to stay with them permanently. This was also a good year for fund raising. Although our final contribution to Children's won't be known for a while yet, it appears very likely that it will be in the neighborhood of $16,000. This is twice as much as we've raised in any previous year, and we can do a lot better. For me, the best part of being involved in the Festival is that I get to interact with many extraordinary people. It's people like you that are the heart and sole of the Festival. Thanks! Yours very truly, David C. LaPorte Director, GRE Bike Festival Chair Johnson Call To___Order Agenda: Minutes: Treasurer: Attorney: Planner: Engineer: Clerk: Committees People Portion: Old Business: New Business: Adjourn: 08/22/2003 7:00 P.M. Regular Meeting Adopt Approve Minutes August 14, 2003 Regular Town Board Meeting 1. Report 2. Claims & Checks 3. Budget Discussion 2. 1. Representatives Silver Creek Watershed Study 2. Nextel Re: Adding Antennas To Cell Tower 3. Park Dedication Discussion 1 2 1. Stillwater Township August 28, 2003 Stillwater Town Hall 1. Park Celebration Discussion 2. Planning Commission Vacancy - Troolin Resigned 8:00 PM Steve Nelson Report Pat Rantli From: Pat Raddatz [ Pat .Raddatz @co.washington.mn.us] Aleut: Thursday, August 28, 2003 12:13 PM o: Pat Raddatz Subject: Washington County Board Agenda - 9/2/03 Washington County Board of Commissioners 14949 62nd Street North Stillwater, MN 55082 Washington County, County Board Agenda September 2, 2003 * 9:00 a.m. 1. 9:00 - Roll Call Pledge of Allegiance 2. 9:00 - Comments from the Public Visitors may share their comments or concerns on any issue that is a responsibility or, function of Washington County Government, whether or not the issue is listed on this agenda. Persons who wish to address the Board must fill out a comment card before the meeting begins and give it to the County Board secretary or the County Administrator. The County Board Chair will ask you to come to the podium, state your name and address, and present your comments. You are encouraged to limit your presentation to no more than five minutes. The Board Chair reserves the right to limit an individual's presentation if it becomes redundant, repetitive, overly argumentative, or if it is not relevant to an issue that is part of Washington County's responsibilities. The chair may also limit the number of individual presentations to accommodate the scheduled agenda items. •3. 9:10 - Consent Calendar 4. 9:10 - Public Hearing * Washington County Housing and Redevelopment * Barbara.Dacy, Director Washington County General Obligation * Pooled Refunding Project, Series 2003 5. 9:40 - Assessment, Taxpayer Services and Elections * Kevin Corbid, Director New License Center Hours of Operation 6. 9:45 - General Administration * Jim Schug, County Administrator. 7. 9:55 - Commissioner Reports * Comments - Questions This period of time shall be used by the Commissioners to report to the full Board on committee activities, make comments on matters of interest and information, or raise questions to the staff. This action is not intended to result in substantive board action during this time. Any action necessary because of discussion will be scheduled for a future board meeting. 8. Board Correspondence 9. 10:10 - Adjourn 10. 10:15 to 11:15 - Board Workshop with Office of Administration Major Impacts of the Proposed 2004 Washington County Budget .1. 11:15 to 11:45 - Board Workshop with Community Services Discuss Use of 2003 Community Development Block Grant Contingency Funds ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Meeting Notices Reminder: No Board Meeting on September 30 * 5th Tuesday . September 2- Interview Applicants for Planning Advisory Commission 8:15 a.m., Washington County Government Center September 3 - Metro Transit Ways Development Board 8:30 a.m., 125 Charles Avenue * St. Paul September 4 - Metro Energy Task Force 9:30 a.m., 123 Charles Avenue * St. Paul Washington County Board of Commissioners Consent Calendar * September 2, 2003 Consent Calendar items are generally defined as items of routine business, not requiring discussion, and approved in one vote. Commissioners may elect to pull a'Consent Calendar item(s) for discussion and /or separate action. The following items are presented for Board approval /adoption: Administration A. Approval of the August 19 and 26, 2003 Board meeting minutes. B. Approval of projects recommended by County Administrator for funding through the 2002 Countywide Mission Directed Budget Savings Pool. C. Approval to authorize the Deputy County Administrator to develop and coordinate and • file an appeal for a salary exemption from the governor's salary cap for the County Administrator. Community Services D. Approval to appoint six citizen members to the Washington County Child Protection Citizen Review Panel for two year terms as follows: Danielle Horan, Oakdale; Ken and Heidi Nakatani, Woodbury; Meghan Anderson, Stillwater; Judy Behr, Afton; and Sheri Riemers, Scandia. E. Approval of amendment to the Minnesota State operated Community Services•Agreement'in order to reduce rates by 1% in accordance with state legislation. Transportation and Physical Development F. Approval and execution of grant agreement SG -03 -82 with the Metropolitan Council in the amount of $477,000.00 for acquisition of land within the Big Marine Park Reserve. G. Approval of contract with Rice Creek Watershed District to establish new 100 -year floodplain elevations for priority basins throughout. Washington County. H. Approval of resolution, execute State of Minnesota Agency Agreement for Federal participation in advance construction for Agreement No. 85615 for the CSAH 13 (Hinton Avenue /Tower Drive) project. I. Approval of resolution, final payment to Collins Electrical Contractors in the amount„ of $9,462.41 for construction of a'fully actuated traffic control signal at the intersection of CSAH 16 and Interlachen Drive in Woodbury. Pat Raddatz, Administrative Assistant Washington County Phone: (651) 430 -6014 2