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02-21-2002 Planning Commission Meeting Packet
CITY OF OAK PARK HEIGHTS PLANNING COMMISSION MEETING AGENDA y A Thursday, February 21, 2002 - 7:00 PM 7:00 I. Call To Order II. Approval of Agenda III. Approve Planning Commission Minutes - January 10, 2002 (1) 7:05 IV. Department /Commission Liaison Reports 1. Si,gnaae Subcommittee,: (2) 2. Hwv. 36 Partnership Study: 3. Other Commission,/ Liaison Reports: 7:45 V. Visitors /Public Comment This is an opportunity for the public to address the Commission with questions or concerns not on the agenda. Please limit comments to three minutes. 7:50 VI. Public Hearings A. Continued - Montanari Homes: To consider requests for site plan review and planned unit development: concept plan for 9 unit office complex at 13481 60th St. N. (3) is Applicant has requested continuance to March 14th. B. Re- Opened - Walgreen's Pharmacy: To consider requests for conditional use permit, variance and site plan review for construction of a Walgreen's Pharmacy at 6061 Osgood Ave. (4) C. Stillwater Area High School - Stadium Improvements: To consider a request for conditional use permit amendment and variance for accessory buildings/ structures for stadium improvements at Stillwater Area High School at 5701 Stillwater Blvd. N. (5) V[. New Business A. Receive Commissioner Guides (6) 9:30 VIII. Old Business IX. Informational A. Annual Meeting in March (7) B. Land Use Training - March 2, 2002 (8) X. Adjournment Upcoming Meetings: March 14, 2002 - Regular Meeting /Annual Meeting- 7:00 PM Council Representative: February - Commissioner Runk March - Commissioner Vogt FUKM AN N O U N 1;EMLEN T AN D Page 1 of 1 Kris Danielson From: Mark Vieding [mvierling@eckberglammers.com] Sent: Monday, February 18, 2002 11:45 AM To: 'Kris Danielson' (E -mail) Subject: Announcement & Intro to Public Hrg FORM ANNOUNCEMENT AND INTRODUCTION OF PUBLIC HEARING The public hearing directed by the City Council is now open relative to the matter of the Stillwater Area High School and District No. 834 application for a conditional use permit and variance as it relates to the construction of a proposed stadium on the Stillwater Area High School property. The order of presentation will be as follows: 1. There will,. be a brief staff report providing their analysis of the issues and recommendations to the Planning Commission. 2. The second presentation will be made by pp the applicant relative to their comments on the project and the staff comments and report. 3. All other persons will then be heard relative to their questions, concerns and comments affecting this project. We ask that all persons wait to be identified by the Chair before approaching the podium and thereafter begin their presentation or comments, providing their name and residential address. The Chair will recognize all persons who wish to speak In this matter and provide the opportunity for public comment. However, once the commission has closed the public hearing on this matter, no fin-ther public commentary will be received, except that which is necessary to directly respond to an, inquiry or question from a member of the Planning Commission. The staff may now begin the public hearing by providing its report. 2/19/02 � CITY OF OAK PARK HEIGHTS PLANNING COMMISSION MEETING MINUTES • Thursday, January 10, 2002 Call To Order: Chair Vogt called the meeting to order at 7:00 p.m. Present: Commissioners Dwyer, Liljegren, Powell and Runk; Community Development Director Danielson, City Planner Richards and Council Liaison McComber. Introduction of Commissioner Liliegren: Chair Vogt introduced Mike Liljegren as a new Planning Commissioner, appointed by the City Council to fill the term of outgoing Commissioner Chuck Hedlund. Chair Vogt also extended thanks to the City staff who has worked, supported and assisted the Commission over the past year. Approval of Agenda: Commissioner Dwyer, seconded by Commissioner Runk, moved to approve the Agenda with the addition of Land Use Overview to New Business and Government Training to Informational. Carried 5 -0. Approval of December 13, 2001 Minutes: Commissioner Runk, seconded by Commissioner Powell, moved to approve the minutes as amended. Carried 5 -0. Visitors: None, Public Hearings: t A. Continued - Montanari Homes.: To consider requests for site plan review and planned unit development: concept plan for 9 unit office complex at 13481 60th St. N. Community Development Director Danielson informed the Commission that correspondence was received from the applicant, requesting a continuance to February in order to permit them to continue working with Eagles Aerie #94 on mutual parking and property issues. Commissioner Dwyer, seconded by Commissioner Runk, moved to continue the public hearing to February, 2002. Carried 5 -0. B. Arbv's: To consider a request for sign variance at 5909 Neal Ave. N. City Planner Richards provided an overview of the applicant's request for a sign variance to add one reader board to the south wall of the restaurant. He noted that the business received a conditional use permit from the City in 1998, which included a sign variance. Richards reviewed his report analysis of the existing site signage, the proposed signage, variance criteria and provided recommendation to the commission for their consideration. Chair Vogt opened the hearing for public comment at 7:11 p.m. • Planning Commission Minutes January 10, 2002 Page 2 of 3 i A representative from Signcrafters, the applicant, was present. Signcrafters does work for Arby's and other fast food restaurants. He informed the commission that reader boards are very commonly found at fast food businesses and that they are generally used for advertising. Additionally, he noted that most reader boards are placed on pylon signs, but that in light of the building location and configuration, the south wall was selected for placement as it was thought to work the best. Discussion ensued as to reader -board advertising, issues of hardship, visibility area, and the possibility that the sign would be obstructed by future development. Commissioner Runk seconded by Commissioner Dwyer moved to close the public hearing at 7:17 p.m. Carried 5 -0. Commissioner Runk, seconded by Chair Vogt, moved to recommend that the City Council approve the applicant's request for sign variance, pP q gn subject to the following conditions: i 1. One illuminated reader board sign, not to exceed 32 square feet, shall be allowed on the south elevation of the Arby's building. 2. Any other conditions of the Planning Commission, City Council, and City staff. Carried 5 -0. C. Routson Motors: To consider request for sign variance at 14702 60th St. N. City Planner Richards provided an overview of the applicant's request for a sign variance to allow four individual signs on the front fagade of the automotive dealership. . Richards reviewed his report analysis of the existing site signage, the proposed signage, variance criteria, discussed the matter of hardship presented in the matter, and provided recommendation to the commission for their consideration. Chair Vogt opened the hearing for public comment at 7:28 p.m. Bill. Rambo, representing the applicant, addressed the Commission and discussed the number of square feet in signage and the styling of the signage. He noted that the proposed signage design is much more subdued than the signage previously upon the building. Discussion ensued as to the other signage on the site, including window signage, temporary signage requirements and the flags displayed at the site and their conformance with the signage ordinance. Commissioner Dwyer, seconded by Commissioner Powell, moved to close the public hearing at 7:38 p.m. Carried 5 -0. Commissioner Runk, seconded by Commissioner Dwyer, moved to recommend that the City Council approve the applicant's request for sign variance, subject to the following conditions: j Plannin g Commission Minutes January 10, 2002 Page 3of3 1. Four illuminated signs, not to exceed 150 square feet shall be allowed on the south elevation of the Routson Motors dealership. 2. The four signs shall provide outlined back lighting of the letters and logs. The entire raceway or sign cabinets shall not be back lit. 3. Any other conditions of the Planning Commission, City Council, and City staff. Carried 5 -0. New Business: A. February Meeting Date Change: Brief discussion ensued as to the February meeting date. Commissioner Dwyer, seconded by Commissioner Runk, moved to reschedule the February meeting of the Planning Commission from February 14, 2002 to February 21, 2002 at 7:00 p.m. Carried 5 -0. B. Land Use Overview: Community Development Director Danielson provided an overview of the activity that had occurred within the City during the past year and described the nature of the land used. She noted the City Council may wish to deal with some storm water pond issues over the course of planning and addressed questions about growth and development with in the Central Business District. Old Business: None Informational /Update: A. Sign. Committee: Community Development Director Danielson informed the Commissioners that the sign committee had been formed to evaluate and address issues of concern with respect to the City's sign ordinance. She described the course the committee will take in addressing the situation and welcomed anyone interested to participate in the committee. B. Government Training: Community Development Director Danielson reviewed the educational opportunities offered by the Government Training Service program. She discussed the various manners in which the training is conducted. The Commission asked that staff obtain more information as to their offerings and costs and to report back with the information. Adiournment: Commissioner Dwyer, seconded by Powell, moved to adjourn at 8:00 p.m. Carried 5 -0. Respectfully submitted, Julie Hultman Community Development Approved by the Planning Commission: January 23, 2002 Signage Subcommittee Membership An Ad -Hoc Committee of the Plannin g Commission Representinq Member Phone Planning Commission Mike Runk 439 -5458 John Dwyer 351 -1440 City Council Mary McComber 351 -7879 Jack Doerr 439 -1815 Businesses & Residents Chuck Dougherty,Cover Park Manor 430 -9292 Kirk Schultz 351 -7275 Julie Kink, Hope Adoption 439 -2446 Duane Gemelke, Andersen Corp. 264 -5869 Staff & Consultants: Kris Danielson, Chair Jim Butler, Building Official Scott Richards, City Planner Meeting Dates and Times: Wednesday January 23, 2002 3:00 -4:00 PM Wednesday February 6, 2002 3:00 -4:00 PM Wednesday February 20, 2002 3:00 -4:00 PM 4 i Page 1 of 1 Kris Danielson ENCLOSURE � From: MSGOSSMAN @aol.com Sent: Thursday, February 14, 2002 3:37 PM To: kdanielson @cityofoakparkheights.com Subject: Office Condo Building Kris, We would like to extend our application for concept and development approval for the proposed building to be located at 13481 N. 60th St. We will have the modifications to the original proposal to your office by February 22, 2002 for consideration at the March 14th meeting. Please contact me if you have any questions. Thank you. Sincerely, Mark Gossman Representing Montanari Companies 2/14/02 CITY OF OAK PARK HEIGHTS ESDAY, FEBRUARY 12,2002 OSU.RE 4 CITY COUNCIL, MEETING FOLLOW UP AGENDA 7:00 p.m. I. Call to Order /Pledge of Allegiance /Approval of Agenda � Items IV. G. and H. moved. to VI. G. and H. Motion to approve Agenda as amended. Carried. 5 — 0. 7:05 p.m. H. Department/Council Liaison Re-ports A. Pl anning Commission Update provided. Motion to notice to reopen the public hearing for the Walgreen's �/ appl ication at the Planning Commission leve even th ough it won't be ���' timely. Carried. 5 — 0. B. Parks Commission Update provided. C. Cable Commission Update provided D. Water Management Organizations Update provided E. Other Liaison/Staff reports • Chamber o f Commerce update provid 7:10 p.m. III. Visitors /Public Comment Recycling Award — James an Ph Wemple, 14247 57 St . N. 7:10 p.m. N. Consent Agenda (Roll Call Vote) A. Approve Bills Fd Investments B. Approval o Cit Counc Minutes — January 22, 2002 C. Approval of Lawful Gambling Application for Stillwater Elks #179 D. Approval of Mileage Reimbursement Increase Resolution E. Set Date for Spring Clean -up —April 27, 2002 F. Approve City of Bayport and City of Oak Park Heights Agreement for Fire Protection and Rescue Services and Authorize its Execution G. Receive In formation on 2002 Grant Opportunities H. Receive CDBG Housing Grant Application Items B, E and H pulled for discussion. Motion to approve Consent Agenda as amended. Roll call vote taken. Carried. 5 — 0. • Motion to approve January 22 2002 C ity Council meeting minutes wit changes outlined in memo and with an a change under Item II.E. to clarify that NORTHWEST ASSOCIATED CONSULTANTS 5775 Wa Boulevard,, Suite 555., St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile-, 952.595.9837 planners@nacplannin MEMORANDUM TO: Kimberl Kamper FROM: C y nthia Putz-Yan Scott Richards DATE: Februar 15, 2002 RE: Oak Park Hei --Wal CUP, Variance, and Site Plan Review FILE NO: 798-02 — 01-04 BACKGROUND The Cit of Oak Park Hei has received a re for conditional use permit ( CUP ) , variance, and site plan review to allow the redevelopment of 6061 Os Avenue North with a 13,650 s foot Wal buildin The site is located at'the northeast corner of the intersection of Os Avenue and 60th Street, which is a fronta street north of Hi 36. The applicant is re approval of a conditional use permit to allow a reduction in parkin stalls and approval of a variance from the ten-foot parkin setback alon the north propert line. On October 11 , 2001, the Plannin Commission recommended approval for the Wal however, the applicant re the Cit Council to hold on an review of the applications because of an access easement issue. At their Februar 12, 2002 meetin the City Council voted to reopen the public hearin at the Februar 21, 2002 Plannin Commission meetin Revised plans have been submitted for review and are attached. A funeral home currentl exists on the site and is planned to be demolished. The sub site is zoned B-2, General Business District. Retail sales are a permitted use in the B-2 District. Attached for reference: Exhibit A: Site Location Exhibit B: Existin Conditions Plan Exhibit C: Demolition Plan Exhibit D: Site Plan Exhibit E: Gradin Draina and Erosion Plan Exhibit F: Utilit Plan Exhibit G: Li Plan i Exhibit H: Landscape Plan p - Exhibit I: Building Elevations Exhibit J: Parking Study Exhibit K: City Arborist's Comments Exhibit L: Revised Access Plan Exhibit M: City Engineer's Comments ISSUES ANALYSIS Comprehensive Plan. The subject property is within Planning District 4 as described in the Development Framework section of the Comprehensive Plan. The Comprehensive Plan states that redevelopment of the subject property s ant ici p ated, rtY p , and the Proposed Land Use Plan indicates reuse of the property for retail commercial or service business uses. The proposed retail commercial use of the roe b Wal reens is consistent p rtY Y g t with the Comprehensive Plan. Adjacent zoning and Land Uses. The roe north of the subjec - p p rtY � ct site is zoned R 3, Multiple Family y Residential and is occupied by a house structure that contains a dentists office and re • residence. North of that structure u e is a residential duplex. The east of the _ e sub ect p roperty property ) p p rty is zoned R B, Residential /Business Transitional and contains the Oak Ridge Place apartment complex. State Highway 36 is located ec � south of the subj property. The land west of the property subj ect is zoned B -2 General Business and is occupied b a as station and single family p Y g g i y homes. Lot Performance Standards. The following table contains the required and p dimensions and setbacks for the subject site in the B - 2 District. All of the p dimensions and setbacks listed below are compliant excep the parking/curb /curb setback p p g , which is discussed later in this report. Lot Lot Setbacks Width Area south Front Side interior /corner Rear Parking/ (south) (east/west) (north) Curb Required 15,000 sq. ft. 100 ft. 40 ft. 10 ft.interior /20 ft. 20 ft. 10 ft. corner Proposed 1.46 acres or 190 ft. 122 ft 25 ft. interior /61 ft. 55 ft 0 ft. 63,395 sq. ft. corner north side) Access. The applicant is proposing two access points plus a right -in only ccess. One proposed access is onto 60th Y Street North, another is onto Osgood Avenue North (C.S.A.H. No. 24), and the right -in only access is from Osgood Avenue North. Ina p Ian submitted February 12, 2002, attached as Exhibit L, the northern access to the site has been moved south to be located totally on the subject property. The access would not utilize any of the access easement existing between the subject ro ert and the p p Y 2 i property to the north. We have not received comments from Washington Coun ty about separate accesses for the two properties. It would appear that if separate accesses for the two properties are approved, there is no reason to grant the requested variance from the ten -foot parking /curbing requirement. The City Engineer's comments regarding access are attached in Exhibit M. Access permits from the County are required. MNDOT has approved an access onto 60 th `r Street North, which is a e road for Highway frontage g g ay 36, provided Walgreens closes the portion of the frontage road west of the approved access. The frontage road would no longer connect to Osgood Avenue. Sidewalk, Staff recommends requiring Walgreens to provide a trail easement along Os Osgood Avenue and i g install a concrete sidewalk or asphalt trail. Walgreens should work with Washington County on this project because part of the sidewalk or trail may need to be within the right -of -way. The applicant is responsible for installing the sidewalk all 60 th g the way south to 60 Street. The landscaping along the west roe line may p p rty y need to be adjusted slightly to the east to allow space for the sidewalk. Variance. The applicant has requested a variance from the requirement that curbin • a g and parking be set back 10 feet from the north lot line. Zonin g Ordinance Section 401.04.A.5 states that a variance from the terms of this Ordinance shall not be rant g ed unless it can be demonstrated that: 1. Undue hardship will result if the variance is denied due to the existence of special conditions and circumstances which ch are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures or buildings in the same district. a. Special conditions may include exceptional topographic or water conditions or in the case of an existing lot or parcel of record, narrowness, shallowness insufficient area or shape of the property. b. Undue hardship cause by the special conditions and circumstances stances may not be solely economic in nature, if a reasonable use of the property exists under the terms of this Title. C. Special conditions and circumstances causing undue hardship shall not be a result of lot size or building location when the lot qualifies as a buildable parcel. 2. Literal interpretation of the provisions of this Ordinance would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of this Ordinance or deny the applicant the ability to put the property in a uestion to a reasonable use. 3. The special conditions and circumstances causing the undue hardshi p do not result from the actions of the applicant. 4. Granting the variance requested will not confer on the applicant an special privilege that Y p p 9► is denied by this Ordinance to other lands, structures or buildings in the same district under the same conditions. 3 f 5. The request is not a result of non - conforming lands, structures or buildings in the same district. 6. The request is not a use variance. 7. The variance requested is the minimum variance necessary to accomplish the intended purpose of the applicant. 8. The request does not create an inconvenience to neighboring properties and uses. Grading, Drainage, and Utility. The Washington Soil and Water Conservation District reviewed the previous Walgreen plans dated April 20, 2001, on behalf of the Noddle St. Croix Watershed Management Organization. We would recommend that the Washington Soil and Water Conservation District review the revised plans and the applicant submit a letter to the City documenting the District's review and approval. in- line stormwater treatment facilities will be used to treat the stormwater. Grading, drainage, and utility plans are subject to the approval of the City Engineer, and comments from the City Engineer are attached in Exhibit M. Significant filling of the site is proposed to raise the grade of the building pad. A six to ten- foot -tall modular block retaining wail is proposed along the east property line and along the eastern end of the north property line. The retaining wall is subject to review and approval of the City Engineer. Landscaping and Screening. Section 401.15.E.8 of the Zoning Ordinance requires screening on a property with a business use that abuts a property zoned for residential use. The property located to the east is zoned R -B, Residential /Business Transitional and the property to the north is zoned R -3, Multiple Family Residential; therefore, screening is required along the north and east property lines. The landscape plan illustrates that a variety of deciduous and evergreen trees and shrubs are proposed along the east property line and northeast corner of the property. Walgreens is required to maintain the landscaping along he east property line even though it is at the base of g p p Y g the retaining wall and at a lower elevation than the rest of the property. Section 401.15.F.h.18 of the Zoning rdinance requires all open off - street parking g q p p g areas of five or more spaces to be screened and landscaped from residential districts and uses and the public right -of -way. The landscape plan illustrates the use of trees and shrubs to screen the parking and drive lanes. No landscaping is proposed next to the building. Because space for landscaping is limited next to the building, staff recommends that planters be installed at the building entrance to provide some color and greenery. Tree Replacement. A tree replacement plan has been submitted and is subject to City Arborist review and approval. Parking. Retail stores are ' g required to provide at least one q parking space for each 2 p p g p 00 square feet of floor area. Floor area is determined by subtracting ten percent from the footprint of the one -story building. The building is 13,650 square feet in size. After 4 , i t subtracting ten percent, the floor area is 12,285 square feet in size. The floor area divided by 200 is 61.4. Therefore, 62 parking spaces are required. The applicant is requesting a conditional use permit to allow the parking to be reduced p to 55 spaces. If the Planning Commission chooses to give credit for stacking space in the drive-through g p ugh lane, the number of proposed spaces is increased to 61. Section 401.15.17.9 of the Zoning Ordinance states that the City may issue a conditional use Y permit to reduce the number of required off- street parking spaces when the use can demonstrate in documented form a need which is less than required. In such situations, s, the City may require land to be reserved for parking development should use or needs change. A parking study attached as Exhibit J concluded that the typical number of ' tYp cars i n the Walgreens parking lot in Roseville at any one time is between 25 and 35. This store ' �s considered typical for the number of customers visiting Wal reens store. In addition g g addition to this, five to seven employee vehicles would be expected. Based on this stud the proposed 55 parking stalls should be sufficient for the Wal g reens use. The reduction in parking spaces appears to be adequate for the Wal re . . , q g ens use, however, a subsequent retailer or office use of the building could increase the g parking demand on the site and the adjacent area. To resolve this issue a deed re strict i on estr�ction should be required stating that a change in use of the property r ' g p p y equires City review and approval and the use must comply with the City parking standards in lace at the time p e the use changes. Snow Removal. Snow must either be stored within the reens ace of the site g p e or be removed from the property. Snow must not occupy required parking or drive aisles. q p 9 es. Building Height and Design Guidelines. The ro ose - ' p p done story building is 27 feet tall, which does not exceed the maximum height of 35 feet. The building s brick ck with some stucco accents. Olive green metal standing seam awnings are p over the g p p windows and doors. These types of materials, in addition to lass windows ar . g e allowed for a commercial building. The Oak Park Heights Design Guidelines require g q commercial buildings to contain at least 20 percent glass on its facades. Both the south and west facades are compliant with approximately 22 percent lass. The south and west st sides of the building are articulated with brick pilasters. Staff recommends that ila p sters be added to the north and east sides also in order to break u the visual expanse of p p those walls with vertical elements. Lighting Plan. The demolition plan shows that the existing light poles on the property g g p p p rtY will be removed. Alighting gng plan has been submitted that includes new pole lighting. p g tang. The maximum height of the light fixtures is 25 feet. The style of the light fixtures Y g u es must be bronze, shoebox, full- cut -off, and 90 degree angle. The proposed of - g p p p e mounted angled floodlights are not acceptable. 5 f ► Section 401.15. B.7.d of the Zoning Ordinance (outdoor lighting) states that light shall not exceed one foot candle measured from the centerline of a public street, nor shall light exceed four - tenths of a foot candle at any property line adjoining an adjacent property. Many locations along the north and east property lines exceed the maximum light level allowed and approach levels of up to 3.9 foot candles. Therefore, an unacceptable amount of light is falling on the properties to the north and east, and the lighting plan must be revised to comply with the City's foot - candle requirements. Signage. The Zoning Ordinance allows a pylon sign that is up to 30 feet tall and 150 square feet in size or 15 percent of the front building facade, whichever of the two is less. In this situation, 150 square feet is less than 15 percent of the front building facade. A 20 foot -tall pylon sign is proposed at the corner of 60 Street North and Osgood Avenue North. Due to the higher elevation of the site in relation to Highway 36, staff suggests that a shorter monument sign might provide adequate visibility and be a more attractive site feature than the proposed pylon sign. The signage on the pylon is in two pieces. The top sign is approximately 89 square feet in size. The bottom sign is an electronic reader board and is 42.5 feet in size. The electronic reader board is not allowed to have flashing or intermittent lights or animation, and the message must not change more often than every six hours. The total freestanding signage area is 131.5 square feet in size and, therefore, complies with the Zoning Ordinance. The Zoning Ordinance allows 150 square feet of wall signage or 15% of the front building facade whichever is less. Because this is a corner lot, two walls signs are allowed. One wall sign is proposed on the south side of the building that is 105 square feet in area, and the proposed wall sign on the west side of the building is 38 square feet. The total wall sign area is 143 square feet, which does not exceed the maximum. A neon graphic is proposed inside the main entrance that would be seen through the entrance windows. The Design Guidelines state, "Neon signs are more appropriately used in windows." If the Planning Commission believes the neon graphic is an issue, it should be discussed. Trash. The site plan and building elevations illustrate trash enclosures on the north side of the building. The sides of the enclosures match the building and the gates are made of cedar. Approval Period. Normally project approval would be become null and void after 12 months unless the property owner or applicant has substantially started construction. In this case, Bradshaw Funeral Home, the current occupant, needs some time to relocate. Therefore, the approval period will be 18 months rather than 12 months. CONCLUSION AND RECOMMENDATION The City of Oak Park Heights has received a request for conditional use permit (CUP), variance, and site plan review to allow the construction of a Walgreens building with reduced parking and no parking /curb setback on one property line. The proposed 6 t project is generally consistent with the provisions of the zoning Ordinance and Design Guidelines. Therefore, our office recommends approval of the site plan and CUP to allow reduced parking subject to the conditions that follow. We recommend approval of the variance from the parking /curb setback only if access is provided from the Walgreens site to the property to the north. If separate accesses are approved for the Walgreens site and the site to the north, we do not recommend approval of the setback variance. * Denotes conditions from previous Planning Commission recommendation. 1. If separate accesses are allowed for the Walgreens property and the property to i the north, a variance s not granted and the ten -foot parking setback must be met along the north property line and the landscape plan be revised to include landscaping along the north property line. This landscaping is subject to Cit Y Arborist review and approval. *2. Access permits from Washington County are required for Osgood Avenue. *3. Access onto 60 Street is subject to the conditions imposed b MND ' • 60th p Y OT including the applicant closing 60 Street west of the access to their property a as shown on the submitted plans. *4. The applicant must provide a trail easement along Osgood Avenue and install a concrete sidewalk or bituminous trail. The applicant should work with Washington County because part of the sidewalk may need to be within the right- of -way. 5. The project is subject to review and approval by the Middle St. Croix Watershed Management Organization. *6. Grading, drainage, and utility plans are subject to the approval of the City ty Engineer. *7. The proposed retaining wail must be designed by an engineer and is subject to g J review and approval of the City Engineer. *8. The landscaping at the base of the retaining wall must be maintained b Walgreens even though it is at a lower elevation than the rest of the property. Y 9. The landscape plan must include the following revisions: a slight adjustment of g J landscaping along the west property line f necessary to allows ace for a sidewalk, planters at the building entrance, landscaping on the north roe line property rtY if the access in Exhibit L is approved by the City and Washington County. The applicant is responsible for all proposed landscaping. The landscape plan is p subject to City Arborist review and approval. 7 s *10. The submitted tree replacement plan is subject to City Arborist review and approval. *11. A deed restriction must be put in place stating that a change in use of the property requires City review and approval and the use must comply with the City parking standards in place at the time the use changes. *12. Snow must either be stored within the green space of the site or be removed from the property. 13. Pilasters must be added to the north and east sides of the building. *14. The lighting plan must be revised to comply with the City's foot - candle requirements. The maximum height of the light fixtures is 25 feet. The style of the light fixtures must be bronze, shoebox, full -cut -off, and 90 degree angle. The proposed fixtures are not acceptable. *15. The electronic reader board is not allowed to have flashing or intermittent lights or animation, and the message must not change more often than every six hours. *16. Project approval will become null and void after 18 months unless the property owner or applicant has substantially started construction. pc: Kris Danielson 8 c c February 13, 2002 Ms. Kris Danielson Community Development Director City of Oak Park Heights 14168 Oak Park Blvd., P. O. Box 2007 Oak Park Heights, MN 55082 -2007 Re: Walgreens Revised Final Development Plan Review BRA File No. 55-02-000 Dear Kris: We have reviewed the revised final development plans and drainage calculations for the proposed Walgreens development at the northeast corner of Osgood Avenue and 60" Street N. Our office last reviewed plans for this development on September 11, 2001. - The following comments and/or recommendations pertain to the* revised plans and drainage calculations (previous comments still applicable are shown in italics): Site Layout/Access Locations: 1. The northerly (main) access to the site off Osgood Avenue has been revised to keep the driveway improvements entirely within Walgreen's property lines, and not have a shared driveway access with the dental office to the north. Washington County's previous comments requested the existing dental office driveway /parking area be shown on the plans for them to analyze how the existing and proposed driveway(s) will function together. This will need to be shown on the plans and the proximity of these two driveways reviewed again by Washington County. 2. The driveway is shown as 36' wide, presumably from when this was to be a shared access. Since this is now solely Walgreen's access, this driveway can be narrowed to 24' to 28' wide, unless larger delivery vehicle turning movements will be required. 3. Washington County and Mn/DOT have previously approved the right -in only access, as long as the frontage road will be closed. Pursuant to this, Mn/DOT will require an Access Permit and a permit to allow work within Mn/DOT right -of -way for the proposed closing of and driveway access into the frontage road. The developer should supply copies of all permit applications and approvals to the City. 4. Mn/DOT has also previously indicated that since Osgood Avenue is Washington County State Aid Highway 24, any work on Osgood Avenue must meet State Aid Standards and Specifications. This will include the proposed driveway accesses, curb and gutter installation for closing off the frontage road, storm sewer structure modifications, and traffic control. 5. Proposed landscaping in the green area adjacent to Osgood Avenue right -of -way falls within. existing utility and sanitary sewer easements. Verbiage should be included in the developer's agreement so that the developer will be responsible for restoring surface improvements should any repair /modifications be required to the existing utilities encompasses by those easements. radin ,g: 6 A retaining wall up to 13' in height is proposed along the majority of the east side of the site. A design for this wall, stamped by a registered engineer in the state of Minnesota, will need to be submitted for our review and approval prior to construction (Landform notes this in their ,September S, 2001 memorandum). Sanitary Sewer: 7. We recommend that the proposed sanitary sewer service wye into the existing sewer just downstream of the existing manhole to alleviate core drilling into the manhole and repouring the manhole invert. Verify preferred location with the City Public Works Department. 8. The plans do indicate to "Coordinate the abandonment of all existing utilities and services with the City of Oak Park Heights ", but we recommend the locations of any existing utilities be shown on the plans so the City has a record of this data. Water Main: 9. As previously noted, we recommend that the proposed 6" water service connection to the existing main line be accomplished via a wet tap to avoid disruption of water supply to adjacent businesses /residents. An 8" x 6" tee cut into the existing water line could be constructed, but needs to be approved by the Public Works Director and/or Building Official, to coordinate shutting off valves and/or disruption of service to adjacent businesses /residents. 10. Verify existing hydrant locations (needfor any new hydrants) and emergency vehicle access locations /widths with the Fire Department. Storm Sewer: 11. The drainage area calculations are acceptable with one clarification requested. After visually inspecting the site, we believe the 0.35 -acre drainage area on Osgood Avenue should be expanded to the west and the north to accurately include the entire area tributary to the existing storm sewer structures on Osgood Avenue. This drainage area could effectively double or triple, resulting in more storm water runoff through th p g e Wa1 een s storm sewer system than the calculations currently show. This would, in turn, require u sizin q up sizing or steepening the grade of the proposed 18" storm sewer under Walgreen's parking lot. 12. The easterly curb & gutter of the parking lot has a lowpoint of 904.8 at the end of the proposed retaining wall. This curb & gutter will need to be tipped out or a catch basin installed at this lowpoint. a 1 A If you have any questions regarding this review, please contact me at (651) 604 - -48150 Sincerely, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES INC Dennis M. Postler, P.E. cc: Scott Richards — Northwest Associated Consultants, Inc. 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SWAM AND P.Sw ax Pon '� • � � 1 S 1 1 1 t 1 is �'• __ ....... ». •••. ; .� .. __•.w 1',� .. �. _.. :, I RAIrR TO PROPOlGD eLr1DMiC RlYtOVE noarm Rl ttOVE e ; ' +� : A, CERTFIU17i0N FM UWALM LXW J •�•.� �r . ��t �,. ; i • { { :� ` i i ' 1 y 4fiw;� •i�ltl� IN�1�go t rw/ 60 w* • rr r • o .�• , ! • ` t 1 ti 4 igl. Mtw�i171 fJ 1 /hjr•w w tM /•w •l qw AP f r• � � f t �• �/•• �, •••~'�"•. �...•+ ... J � �.� t •Nk °/i.,...,. .. - 1 •. �, ,,,,� •'•' j ' 1 , t , I , '•^ •' •� r Stoker". JMMnr •r� Jl �•• � ` ~ , �Tj r,/� • 1 ? i ` = R t ' S i • t IIy1S11M11M IN= SNtf Sates ilh -~ 111 rte• •. ..,..•- YI '• ..•• • P I 1 f r 1 { •. • t ` WI •��rN •w7 r� IRIe /IN= �•tt M 111• rl = fre+ltlw� ( {I w• eMrwl ( • tM rgrr�tM N wit lost. ��,. J • t�� 1 �•�. 'w•`��'� » r • y f { R • t , r Wlotrrly RwSar� Nlhn rew= 1, 996611046 up" " -- ~ +•• "`••~ s e , • 't eR 1'IIOslC.1 liiM! }.�».., ► A 0 20 40 4. : : � ( y �'+ mow``• � ja'�t ~` =l. t ''',, t,�, �' • t q } � = 1 r1. 1 1 VI •••'•••, w,•.r �• P wilt ••� ; •• •, :t •• ! ` { Q ;:, a �� • , �., y/Or_t� .. •♦ , _ ~ v „� ; •,; s 1'!IO•tix7 �aoiet� ' �3 SCALE IN FEET �l'.�e/ STMfi NOR1H AND 09C�OOf) AVEMfE NORTH t =\ _;�;•�, i `� �.. Ice •` — . - ~ / mac,►* �; °di OAK PARK HBOM I►N } • = j • � ' Z •' r cwt•'~'• _ • • ',. ' . .r•r'' „O To 1�iw/ R ��1� . •` t , .''. ~• '••• ' .. ii.ri = ;_�• i' t I .. �. � �•�,^� aF frt T $ `, PRELIMINARY ` r ,� hkIR11�(i�RAII� t$fbVS E%S _ wm Sam tv - • ,' "� � _ • • r ! t . .IRfr To eE t7t3RS t CALL, W0 YOU DEMOLITION PLAN jt4 i� t ,.. «`'"� r,,3 • `1h GOIIfRACTe� Alta 6xlfYER�TYry = / 1 fGPit{0 >> ....��. .` �'' r�s j := x•'•� F��•• Gopher State One Calf tt. SCAM rMUM= m •• • ,• '• `+ � i / , ,•• , , r' •~ • "^'~ `• _ � •, , • � � • �j /.. ; tA.L fREfM {- 600- ?3? -Ef6i COMM= C EXHIBIT PA *ion i 50. Off— r r I i Y —ab�° t�owN f� l @ 1 NOTES O •'�. 1 X89 18 3?' E 1 4 7. 10 dJ1CRCR0IJ►tD Nav'Ir►TION TAK611 FROf1 60LMtDARY AND TOPOGRAAIT SLRV6Y P6itFaww EK LArOFpR'f ENf.1fteC COI'PANY f i . � I'MMR30TA. ON APRL #. 200L 6XPR'ESBL,Y FOR 1?e PROM'Gt A DD IDO M A L ��y�y� ��.y U0JlY N P O W KW H � T MA FROVW BY CI OF 6 TO PAR It am GQNNWTM assawraL D- .�_ r rr� �Y��.7ri •���•f.F r.. ter• �� �.r • _r ��j MMIS A /�w� Ln . M�.•1 10 W FOW Cif AT C11AR� RAL V'Rvw PIOOR TO RXCAVA1M /C"TRIJGrM P A W1 CM=W NCE3 an"Mm AIt61(01EO. ENGNb6R silolaLQ TPEDY1T61.Y NOTFED Foy _ i r --• -••• w •--• ,.•� 2! I N M t AP O L f i• P M O!Z i7 1 X 2. VfWMP B SNOWN ON THS PLAN Aft TO FACE OF CUM AND am** •nflrra•ss•.a E9(TUM FACE OF Ot6 W MASS NOTW 0"*AVBL 1 6 � � �AR" STALLS TO IS 9TRPED WO A 4' WDt 1RLLOW r~� sl►s w..�i.i.«s • PMM S Pe. PAM=AP Access AM 95 TO 6t IAAWW VITH 6 1 A 4' Vft YELLOW PANTED 31 NY O.C. AND AT 44 PFIOJWT TYPE i - P ;• . D�ELTt * man TO STALL. OfN sri 1 _ = I ' .. • t ` • 4. TI# CURRENT W& PM SUMMO OY " 0"Oo R. TO e6 s 4 UM RK ALL 00E1MVIIM WA= ACTMM P ANT p rrALe�l�e ca+etx. u1► I OC161iEPAN w nrwm rrm PLANS my Tiaez MITAL ft" ON NOTIFY a cma rtlEOM m FOR am" ft 110 ® umxaas =Nm Tmr i 0 sow lie • _._. PLA►{ AID aN THE J , s • ` aw. N � P VKW a C MnU TO M FNAI. STR1�CTtUtN. ALL b UC1�Ofi WcM Wfuu s Timmy �T1i®vww% • � Cam) �� � � OuAt. TRAM COI"p - - � sY M C+A�TRACTOR PRIOR f0 STA>;MIC ��� � ACTORS p c /�� \_�• �. "a cONCRm .. ms No CUTi6R a PROPOSED FOR ALL ® W�CLOiD�B C. P' F +V�.r •.w�wi� - ' REOYCLAELES = • PRNAIE PROPtRTY. "a CONCRE* cm my CUTTER Is PROPOM FOR AIL PLIaLC 3TRt•EM MM BUIL.L1#+1Q • r� c i L:r "" ANv swum am cOwma am a TTm # PROM V TRAMM 10►1 W m.j OW CM AND GUrTM °i0 PROPOSED- m 0 -an + ` } 1 • ` , M OfI VM CMW SPACE ❑ WN WIML OL.Y ❑ p 71.0 IMPLUYT HAS E1E001109616NM TO TM POLLa!" M �' - �► y L. Rt Q MLafte" CAW 1711A JP!' *4 JLY ssaAlaff �-- _ PARKING SUMMARY Aa a0 QtM5 A �e 2 Nl 20 GRITWA► GONCSTWGTION CIRICIIND 199" coac" F • arTTef Mrs} 1� "' ca'�'9OW �+s RUMP PARIMM r�e+oR TO DATE of aR >Jes� I 105' X 130' 13,650 SF. , r 'r FFE — 907.0 1 t nUs" v TOTAL I qo �,� ax Pi ooa AIM Q.2a 3F/2o0 STALLS CITY OF no�a1L,AR eLOrac OAK PARK HEIGHTS ' ! ('• I F PARK H MO MMtC WALL TOTAL -62 STALLS .,,, _,.......,, .. ` r pfIOVDEO PAR>cNC -QAW RAIL STA►DAtm STALLS 32 Eli - VAN STALLS (Ets20) I 6A. 1 ~� � � ! i 1M1x11CAP STALLS (E111?0) ? EA. • t 30 UDW PL TOTAL PAW-W STALLS FROVM 0 6A. / v 7410 � - W PROOF OF PAWMQ F CANOPY M aav�tnntlanr 60.6 � , 4 t ` 3TAlDARO STALLS (%20) 6 6A. LTR � �� 3 1 - �• �` ` , `.�. nsnet i rr AREA SUMMARY fINIpINAY,�dlf,. 9 ON ara. afu Moaf LT TRANSFO tiro k ccocoTE PAO • r r•-� VAN =, ♦A � �» SEt cod TOTAL (L44 Ac) 6195 SF. 100.0% taea+ItY Paftalat+f ftl�N �� • 1O.K i!' W ,T „}' (om) ` =--so I h I W mula9m avowc awMrs �.. 6 ' ! CDCFA 16 CLARE t ' � � '� tom' PERVIOtls 3P. 44riX d.1 FRU." MR�1 VWXY MALI (TTP) WAWA" 2%tw 49M na sat Lame FLM MALM C 3442 St. %4X ►a1 Mtft,rsm t44w-rt l�uw TOTAL. (L46 04 63.395 ui p0mi aweY Weaws MUM w - � 1 �, � 1 �1 na�n►alMle v - w -to-o1 awao ria a" Baer W ALCItE6els �j' t om)` _ lo.a.et aw� mm v, AMWWWL . RAL 6 ►YLONARSM s •� 6612 +-os -a .awlols Pat an faew o CtMla aa� - a-a+.a aweao ": Lumec r t nrair MR cotco E N W sat t LAPOSC le &Aft" Ma cm s cufm � 4.6,,.. ( s.YO•at an Mar mft 77 M IM wr COW. w P >116 urlft Pbl„E� TRQJ=LNNAG6lCltEYM°•W 4 ... loop tP� 66M cONCRTs'f>Tt - � •b sf`,r Mbl r M :iwi «i 1Asl i �.y • « I CLWS CLIP M • q s4•r N .• n..ss W ow wN•r 1 •.• .f lli. 4.91.19.11.0 Il.t INN ftiv SfAkft • _ .� • 1 S ^` f� ' va " :w : .'.'..wr «: il o 39. � wU•« L..,.•r •Ills•• wN is •..11a1•..s. 1 i _` • t s ts 1.89 15'1 '8 ", L •/_,� i i' tom•• «.•.. y,I' � � 0 l t.,. �• PIio.RwT AOONCSS t »; D 3 o am � NORTH ADD W= Avew mm • 0 20 40 OAK PAec Heaira 11 PRELIMINARY SITE PLAN ¢ 6 : SCALE IN FEET oATd .., NAM "m CMV NO MM � negN s ( q r • y'Sy,, ���•�yyyy F it •'4. •••7MA• 6T:ALb i 'y••� IIBPJalD To i t � 1 `� 1C11L°IMB� •f>aN C2al EXHIBIT D f f . •... •,.r...« .• . .+•. •.. • .w • w • • »«w,rw«wwr._.rr.•r• .«•• ...•.r..« .. « • •w• w. • r _r....ww».«« .r»....w««ww. «..... . w_„• ..» . w«•« __ .. «. . • . •.•. « ,w «r._.«w •w«.•_•.•• _•..•... .....w « rw w » « .. « ,^r•..,.ww. .w•+w..,_»r_.. • ...•w •••••w « • w • «.. .. »... • . »•._«.•..• »• ..w ...•......« .•.,»• rw.•..••w•...•w. w+,»» «.» .. «.. . __,•.r.• •►.. . . . ...•« r«w- •«.««.» «........•••r._. »._•. _rr •r •w «•+ . «• »w . «. w. . • .. . .w.•• wwrw ww.•.«.««»w«• ••«• w»..r.r...•+w..,• +» .rw • w . «• w.. .,.••.w..r.•......r.w..+..•...« ww w ...rw w....»...••.w «, w.••,••r• «.r•r.....• .w•.w .... w..•r- • •.» ».w•w w. »....•ww..a.nw «w » ...t . t S f r _ dr ;� A ♦ 1 - • - 4p NOTES AIO ° i • i : • ' .. • ' • • . �' - ,» .. w • ,•.••' - • SPECPICATIAiS e�ae } r I T' .;� ;� ;' '; ► •� ' :. ; . •••,•,�,° �..•.. _ _« _ . ... 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' , r ••r'' + r "; I ' ' ••, • € r r = I SM &AV~ "W M CAM MAD GN no 7!� wlw.a.w �II....•1. ���'• PLAN c0 s MFLEOT r CAS WC 3" APO AM" i �►' ., + « .�. t ►l �i."�' . X'�.�.r`.�4. t . � �wI•'� g �' t sh ; f : 01 "VAZfpi3.:JEE'*W CQ M ACMAL 4" • '{ • F PROJECT TYPE � , } '. .. w w . • ' ��,,,,,.+�c •' ;, A ' ' • ti � � _ t • ELEV ATIO,IS. f I 1�° ••w All ti u' Q 4. Pft WCr ALL. 9LWAM 2M PiAIUM An NOM PM 'fI01e 81� .- •••+" s � • • 4 ;� '•� ��� `� + i t RNWAL Q WALMEW GOiO1TA1R I i ,� : _ '•. • :, •;, • ` 1 i ' m in" MM MR RL"WAL MOLL n REnO o ® LAIOLgIas frCNOtLTArQ S• ElOS ' .„ 4 E t . `' ,' - `ti • . '`• ! 1 N IM offa , man= VA" STRIxTjn% AMD { • { i73> r' A 1 1 = y ' `• _ 1 BEH FO M S tW1IT M NO MAM C VMS S KL O! OONrlI�IClIOM t � � _ . «. � �7 / � • • � • ~•� ! , � •� , '• � ' STARTED 14 CAROM COORD1iATi01e W/ TI! ALL W OK W^u� IIDe® apoomr € . 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Is.. of IIN �y, p :• { ..r•• »....»•.. ... ..w ~A'It'• •_ -«/"• �� _r✓ •'^' - i i f t � � `�• �. �• IIN�N N. 1iM/i�M • ��• ,r, �'��y(j �' i I ` �. f r►. Mw� h • /l 11.1 • .•«. �„ - s / /,»_. rY•'"'" �.. •� ,.w••M ' . ' 1 t •� t t t . L • • t I OMyMIiIfIsN NN is "01fN /sow IMI. PIP • �T •••r M ,,.. s �• T •� •ei•� AL i MAW VAN "•'•, '•� : .�' •' •., , + . 4yow s ue , •. •,,�. $ ,.. _. «.•.w Pe,o6,ecT Ate. - •_....� '' `�., 00 ®0 , . ''- - • ' •• "'"`••� {1► `''�• s: Y `• WTH SIMEI MOM AND 0= AVEMIE NORTH , 1�; '� •• -.,''. w- `'� 1 `� j ,,�. � . :; t '` .- .- ..~.- 0 20 40 OAK PAFK HBOM MM = j ��'•• tt •� i ' • ''':. ' /� w �" • " , 1 40 , '•` '. PRM W WS ELIART GRAD, DRAINAGE =, • :ti a -. •.. • ., r ''` EROSION CONTROL ROL PLAN JeF �� I it ' mom ...L� C3w1 AIL p "Pow 0 oll j EX IBIT E _ .. .... ...... ...... .. .... .. ..... .... . . ..... ... . ........ .. ............... .... ....... . ...... .... ... ... . ...... .. ...... ....... SMGENERAL NOTES L BACKCROt�10 WNWWIM IMAM FROM 80"ARY A*V TOPOGRAPHY SURVEY PERFORMED BY LANDPOM MCNKV*C CCrPAW, "ANEAPOUS. M#4501A, ON PRL 4, 200k EXPREMY FOR THS PROJECT. ADOWt" A UIWY NFORMTW 3"OWN WAS PROVVW BY QTY OF OAK PAW WXW% MWASOTA AS MAVNM VIUTY LOCATI" '10 It P1ELO VERSED PROR TO eXCAVA"/CO0TftC=M 1P AW MSMPAWft ARE HOTED Ine &*CNEER SHO" BE ""Muly "m" LAMFORM FOR Rescu)WK w OWN rs I 6= C" i COI TO EXISTING T/St 405." 9MUTILITY NOTES M I N N E A P O L I S•► M O E N I% Be WATER MAN usm Box 6Tft AIC EX TW� --�—W. (W) W2.02 of, SERVICE TO MAVIOC 48' DN. SIRUCTURD Y . MWAN 7S COVER Al ALL NEW WATARMAK X: SHOW V ,� WK-WAH TYPE WoRmAndlowaft so CATS 2-V R-3250-A CASTNC PIPE UNCTM SHOWN ARE reASLRED FROM CENTER OF Fft PEPARTMEW C04*CTm STRUCTURE TO C&M OF STRUCTURE 010 OF KAROO I K 7 PRCXJECT TYPE 0 WALL MOUNTED MOUNTED Pw 37- W DPAWHOWUNECOCAMM ft w wit SCI�W. 40 4. P" MATERIALS . REPLACE REPLACE 615TW • LOOX OF CLAW 52 0 WALMEM CCNRLTAW CASING W/ K SAN SEWER v*, 4 PVC = 26 R-T792 -fc' TYPE i t 1 ROOF MAN PVC 3OR 26 LANDLOM CCNBLLTAW $TOSTORM 3EM RCP aA53 5 (20, W, W Acp 4 5. ME ELECTRICAL FLAN FOR ADP"0" SSITE EELECTRICAL ALL OMOTMnM WOAD MHAN NMW 0DOWAR, APAff CASING TO (3 WAUN1330 CCUMACTM ALC4 W (N Pe ALL CO"C NFORMI)m ro" TO QTY URJMS TO ft N ACCORDANCE LANDLCFin CWPAM)h MRM 0WOMCrOS CL-2B & 0 L. 6r-4 W1TH CITY Or- OAK PARK ►E14HIS STAMPARM ARY CONSTR-CT SA Y 1 PVC ROOF Dam 34 W-1102.47 WATER [ COORONATR WITH MbCHANCAL DRAWW5 FOR EXACT STOM BUP-DM MA*IM e SAN W- 90T.66 90T.66 001*511C FROM FM WftN*UY VeR SERVICES 3PLIT DLOCAT" OF SERVICE CONNECTI" AND CONTMATP4 OF 1W - PM SERVICES VATHN OULPM. NEW— V OL44 NEW— 0 E> -3, MAX AND PWATk TO PROPOSED ❑ AP"T ALL STRUCrIAM FEMODEUMCk. Y) t CRAM WNW PDTVRM. COMPLY WITH AU RPOUP01ENTS EXUrFKL- ❑ or- UILITY OWNERS. STRUCTURES BENZ: RES" TO PAVw FgLOCO ATL ❑ IKE. LOAP"r. 07HEFL— ATLAS TO M*T OWNERS 12MAREMW5 FOR TRAFFIC *RILL Omy ❑ C" 4 PROPOSED ❑ BOX T TO CCONSTRUCTION. CONSTRUCTION. 900.87 -7- VORPY ALL CONNECTIONS 10 &MUC VrL1TY SERVICES PROR THS PMOJ90T KA& WN 0MONIP TO THE FOLLOP" { �{ ' N,- 99�so ' Y444APJMS 0UTEMA " KA A O M Y ) LAWDCAPO SLEEVE; TO BE 40 30MU 80 PVC N PDRIVE 1. JLT 2M QqTZMA MR" A 4' SCHOP" 40 PVC N SIDPWMAS� KAaEP 24' 2 ALL 2CO "MMA CONSMUZYM VULLETINS NMW tDIV 0 -+C CASING T4% M PLAA OXMV =*M 3* BEYOND THE EDGE OF PAVU10W. OW GRADE. SLK-M TO BE LOCATED A3 "WN ON RL rMOR TO GATE OF DRAMN&& 0*3 OF LAWMCAft SAM VLL HAVE X #4 ROAR MAUD rim 6• BELOW GRADE AS Pmwew rvinc K CONTA GOPHER " FOR RMINC UTL1TY LOCATIONS PRIOR Vw PbmnnmT CITY OF '10 CONSIMCIM ANY 05CROPAtXW BETWEEN LOCATED AND T* E-XISTW CONW06 MAN W" Kr 13, 65 0 SF. OAK PARK HEIGHTS 105' X NOTED AND FORWARDOOTO *e 84CNUC FFE 907.0 COORVMT* WH ELECTRICAL DRAWN= PM EXACT E) LOLOCATIONS Or- %RVKX- CONhNCII" 00 CON0"TKN OF • � f (� I 3ER1gCE5 VATHMI BULDNC. ' 00 UTILITY CONTAu o CTIT ;g I I : 5 ,� 1 i . -_._.. _• ,T C" 3 cavmyl -31 A StRVICE ADMISS CONTACTS L. r T 43 Liu 4) ;r b CAS METER im BUTLER OFFM 14WO OM PA" WL (w) 8".01 [0Q 43q-443q ME ° t l -(FED VWY)-� CITY Of- OAK PARK BOLLE-VAND "TR t*NK3 OAK PAW WA04M PW (E*Q 4-14-0574 PAX LOT 4a- w s-r= mai R-P42-F4 CASING . 1 WATER 14 16a OAK PARK KR6 DAMOLSM MY Or- OAK PARK BOULEVARD NORM (65Q 434 -4439 304 TOLE -A J ow PARK wxws, rw (00 4-'"-m74 PAX 14M OAK PARK JAY JONWUN Cu none COMM"" P-0 ' f (� STORM SEWER SM"ARP HOP ClTY OF OAK PARK .1rK (659 4--4-"3R TOLE T LV46 Lau.. 1161 uk" WCHIS O55002 Alt PARK KXW3. t'N (0 439 -0574 PAX xcl L 141W OAK PARK JAY JONNSM c3j FRAZWOM OVJ*4 CRAPAM VAN DOLA&VARD WORIK (65Q 43"34 TOA au*w*-WH � SAN!TARY SOWER 00804 0000,12ft OWN LT aff of OAX PARK U&CIM CO MANY It PAS OAK PARK FEIGNS, rW (65Q 4341-0574 PAX A TRANSFORMER CONNECT TO 55002 umm Rm 1700 EAST COUNTY COUNTY RD. t- BJ GRAW Xm W111 BEAR LAKE, rW 7701-3w TOLS Qj PFALSO&M Lnew." 4' To 55110 7701-309 PAX W 0111116410m a"#" t! CS LA*CWJM CAS MO EAST C"" IV w" MELLOW mu Auvow L"WeAft 10 SEE *UT 92.1 FOR 3 YCEL *"M DEAR LAM MN (850 77%-31" T" As (650 774--3t" PAX 3110 Cal*= M" SCOT Q*.5BAa DF�T TITLE OWEST WOOPOURY, PH 0 730-LUI ME ' (; I L* /i.► I t �66Q '730-M PAX IHM HM CAKt I"VMN 214 4TH STREET L # 200 W9 463 TOLE MPA OWE amm on a" avow 3T. PALO- rW Ckmv if / ftVdW ftM W/ APSIM" TORE vft - now aAX. { .... '? � � � O 06 MO 0 AS MVM 90 h LAWMAMIC LAVQX W. (S) &0.21-N AMW NR & LocIMA1006 LA10A ° i i v� t s_�o —ot N OW SLOMAL O VAIE IN J CX)W . . 0 ANY C TO f N 1 cc EXT" 0 BLADNC AS L,� W (11141) M7 14 rKOJ= LOXAM KEYM z " I T C /R 04= MI! 1011 w4h vz/0vQT NEEMM Type 1` j t rr — w RCP CL 5 0 0.70% -3250-A CASIM CALL BEf-M YOU W 1.41:7% *06,111.1.11 Isles. 6 be 4141 I l4wed ."al 5" modw The fe.8 so %she Gopher State One Call W.- 3" MY*ftL a TWN CITY AREA: 651-454-0002 �u sq#s: saw. T/m 510 T(XL FREE: �-WO-252-IW &117.44 11$ watoll;:%ot. .114262L Sam CL W. 897.34 go$ 2for4a compa offices, see So ovoloo600 was 72* STRUCTLAft rgrn 1. V261 Lw TYMF* T/P. qft.O R-17 PF0.w NME 1w Big V261 L* I r/e 1 i 1 �, 4 � ^L� dL 0 W. wG wao,0 1 4 PFA)h=o 0 ACCM00 60TH SIFEEI NORTH AND 08000D AVENUE NORTH 0 20 40 OAK PARK HENM MN OPAWM WM NO. 36 PRELIMINARY K 0 R"3 AMOS UTILITY PLAN FEFT I ! 11y cm xmm Na CMA%WC Pa i - SCALE IN C4.1 Fg&EAM TO REARMD SA E 4 EXHIBIT F ....... ........ ....... .......................... .. ...... . ..... ...... _ ». »._ . »..........._»......._......_ .... . ...... . .. . . ................ . .......... ............... .................... ....... ..... . .. . ...... ........... . . ... ............. ........... . ..... . .... . ..... ........................ . . . . i � £ MLUMINAIRE SCHEDULE 4110111110 L" aw CW" MNAW L" LIIIIIIIIIlm Up HEWW N W LANDFORM + - + J%j Y-W 4 8598 MCA94" 400 38000 0.75 2r "INKCAPOLIS-PNOEMIX IIJ 0 CT j , / S .. .. ,c � . Q Z-1 10 550 VISCAMP 400 38000 0.73 V G_ *A PFKXJECT TYM "a STATISTICS WALMEW CCNMLTAW . 0 2.32 2 -23 2.22 2. 11 I.q3 2 1 0 2.61 2b + I UNDLOWS CCWJLTAW + 44 VALVES AM rVWAW 1.30 5.24 5.01 3. .84 4.67 4.75 4.25 4.32 lcli 2-cl 4.51 4.54 4.47 5.02 4.43 4 + + + + + + + ALL CONUMC ccisconvw AVG r" m mx AVG/M M o WCFK fffaa� No= mwmAW + + + + + 0 WALMEW CCOWTA 4.q3 5.3 .43 5 .qS 4.72 4. + + I t 6.07 7 i ® LANMAWS CCHYRACMA WNW COWWWOMS . 6.57 8.12 7.25 q.32 a &IN 0.0 re ta3 rc 7.007 'u ST + CALIC. W& J M 7.31, I + (Z cl'5 t3 NEW- 10.5 7.70 6.56 7.33 cl .63 + L31 fe "I ra 0." fic 32A 1 -23 + + + + Nav_ 10 5 0 Eaffn"ai- 0 rr + * 6 13 cl eq5t3 _; .13 q.35 6.50 5.54 :�4 .0" or MR=A=N- 0 � + + 5f CL 0.231(t O.W3 to 67-5 IL7 'NEM RML ONLY ❑ + l a + + S', + 0 1.8 44 *2. + &I 411 X.o + + + T" rWWWT " am Vesmaw To rm rou'omo NOTES K"VOW, ONT9MA " MY APPLY) M cI6 2.qq 3.45 2.q6 2-2. 1. 41W 200 CAM014A k x +1 2. ALL 2M CJtnMVA 000714WIM VUL=W MOMW 1•36 + + 3 L LVINAWS AT M&MC ft4rft Wft N A AN ACCMAM W:MMWAIM OF "0 PRaVU0 U*ffW CWWW PY ♦ . AQ04n= M* " MAAW NOWEVIN. "* ACTUAL AL UC A N= WAMMW ON " LKWW PLAN. W rmom TO VAIM or VROI, (3 PROPOSED 1. �I?A 3.71 3.052. MWWWWO RAW M F RXWT L=TM Of UCM AM WOMWAYWO& + + + + + + x 1 Z. CONTRACTOR WU USE SPE-CM COWERAL ELFCYW LJCHTW RICTILAW AS REGOW BY WALCKGO& (.2 �.15-5.24 3.52 2 CITY OF + + + OAK PARK HEIGHTS ROMA '90'"'A (SO 6.01 3.57 2_ El T L' + + + 2. rk + + 0 :).cO 3.57 2 .4W- 1.0 I + + -PIN, I -IN !I + 2.00' +(no) - 10 5' X 130' 13s650 SF. + 09 q4 .95 6.02 5.20 3.4q 2..*' + + + + FFE 907.0 + 2 .' 5 \ + + \0 1 3.00 2.2'.. VOR 11 42 !.12 3.20 3.6 + SLI V + + + + Wa 4.3 T' + 0\ Ar . 3ro q4 2.qI 3 26 2.56 2 . .* A- + + + + 6. 4 + q1 3.15 ✓ 5 .05 4.76 3.37 2.2di"I MUS40MAVOM V + i 5.76 5.54 . 3 2 . 2 . . 2 . . 2 . + Y -1wi J. Jr cu coomm ftm + + CLIO powsm anmxm PLM + 6.312 4.14 2. Qu no + V E V + + 6.2'. ftm + famk"off unny nay (2&0 504.002. . 4�,; V .3c + 0 + + + .4 2.16 2.5 2 -50 3.3 3.0 5.4 • 4�:. mo umew PLO 2q 2484 + 3q 3.61 2. 2• "3 + 11 + + + + LIJ MKrww Loom" mm V + + + + W ft"Loom Lmosem WAS 3.30 6 + C6 3.3 3 36 -57 + + + + 1, L.04 t.53 5.76 LOA FmLnwm LNOWAN Vo v 1 + ow muro~ + + .q5 5.63 6.83 8.61 11.0 5.2k: .5q 4 27 4.51 4.45 4.43 4 + + + + + 5 3.63 3 .q6 4 + + + + + + + + + .6 13.0 1 56 6.21 5.51 631 7.72 A.05 10 + BMW mm qO 4.47 4.03 4.c1cl 6.15 6.65 6. + + + + + + + 4.457.055 + + + In-.0-02 Cn SUMMAL - 01~ NUIL" + avoo m am avow x 5.I 8 -05 .2 2.6 1 10-5 .5.354 10. 10-1 7.'71 1 + + + + 0_0610 mveo FLOW V/ AI x 6.73 5.01 4. 5.3q + ft4m "W. Grim \� q6 12 0 6.11 3-6- q.3 7 6.01 4.15620 + + 4-02-0 ova" PIN c" ftwv q7 6.q4 10 632 5.204 + + + + U%VW LAPIPPI L&VAK e. + + • + 0 2 5 �A'26 _� 12 -1 1-0 + x + 6 3.702.2 0-71--a m~ *0 A LOAM~ LAIM ( 25.0 ) + I + + + ( 25%JJ ) r77 i.25 5.32 4 + + + 1. 4-10-0 Dry SLAWTAL + + 1 3 �iii 4- + 0) HIM VAX W CORWOM CONK. x . Ol .3.36 )6 4-38 A I 2.7q 1.5 -6 5. 5 + 5.0 J.q 7 4.1 + + q5 5.7 0 5. + + 3.37 4 + + + + + + + rKOJECr MANAGM rZVr.W 5 k3 547 �b 1 4.22 7 2.83 1-01 05 6.55 9/ + + 7.50 6.17 4.21: 4.27 5.c,6 + + + + + + + + W- I FLOODS ADDW TO POLE + + *A c W- -A + 4 05 PARK SKIES FLOODS ADOEV TO POLE- 5.74 3.ro5 4.35 7.q3 5.7q 7.Iq 6.21 5 5.cl2 4.86 2 6. Iq 10.4 + + + + + + + + + L + + + - *A rl 4) 1.31 5.qI 5 .4 FOP. MOLNTNC INFORMATION Q� 2 3 .clO 7.45 11.2 q.24 6.ql 6.04 + 10 + .243.54 2.q, + + + + 4 PHOTOMETRIC CALCULATIONS (SAMPLE) + + + + SEE M co (PRAWNC N. EO.IA) 5.3q 7.54 .56 4.56 10-5 96;. (Y) + .65 + + + + *A Cv c (25.0 r + n .55 + 3 . 3. 3. 4. + .16 6 + + ( .35 + 6 x M%41= ACCMM 6 x6 x, --s x Wni STFEET NORTH AND 09= AVENUE NORTH A OAK PARK H90MM MN WE UGHTM PLAN DAM alum "m DMVAM in om sr aft"" FIRMEND -0- E2.1 E XHIBIT G ®PRELIMINARY PLANT SCHEDULE SYMBOL cu W- cm m w* NM! xErrTlyc NAP1E PLA�T1N1s: Io oor MA T T1XtE ors !! 3PELtI1N. SmE co Sme ts� 1ro71 m I M DECIDUOUS TREES '_vim':. :.S �,9 •�ti. �! � ".� \. : Ni AMERICAN TLJA ArgOCANA 40 CAL bm 75 a 40V [I> (D PALL COLOR ¢• .. y , . LIEN LANDFORM r L 1 PMOEN IJC » Y`s r , �3 y., a`yy' ,Z ..;C N•;'�' 'y.s°i"ti >. ./rr11MMy YA s:: ~ V1j'• ;' • ' „ ��<Y•'+ z. Mrw��MT 01110 IYrr►RMM i ':7�'••;:'T ••w i ... y � w ` �a.� `e�C` w 1r�I4�r� Iru�M. i Arl►7��f M1D41rr • .. �. ,�;,,.h; .d,• �MMYII�IIM PtKOJECT TYPE 5 Am" SPRE AVER RUOR111 •ALJTLM 4.0• CAL. Oda" SO" s 20•W PALL COLOR f1APLE SPIRE ORA 71016 ❑ WALGvMW CCNK LTAW ALL OoNenllwlm WOm sn"A SS kww O+s►m"Aw j 3 '� ❑ WALL FMW CCNi1U1IC M ® LA1DL0103 COWPACM puM+cR1r COIMI11% 10N4 i t A %nn ASH FRA)Q" 4. CAL. Dew SOW x 35V p FALL COLOR f ; i PH4�LSYLVANICA E •' � . `3' ' 'StaT'IT Woe t NEW- ® NEw Y 3 TYP. 3 Ae�ooe�NO►. ❑ 1 • z 118.00ATI0IL ❑ NEW 8H&L ONLY ❑ 1•0 PROPOSED omie,_ ❑ ORNAMENTAL TREES INS PROJECT WZ W M OM16NM TO THO PCLL0N'6NL6 6 Af L1R 11APLE ACrdt GNNALA 12' HT. Blli ls'H z 101V 3� 4� FALL COLOR CRITNSiiA (AS MAY ArPI .Y1 1.4 LY 2001 CA TMI,A z ALL 20010RITMA C4wsTFL4TM OULL=NS M&W i.- THR4 PRIOR To DATE OF DPA"N M ! PARKNG r �- CONIFEROUS TREES 3 3p' 13,650 SF. 3 TYP. CITY OF 105 X 1 lfl OAK PARK HEIGHTS > ' FFE = 907.0 i Y:{ = 4 E1.AGx HLLS A GLAUCA SPRUC 10' HT. erYD 201.1 Y N3'W [DID � 1:YERGREEN : v t s t - s ► ear 30W x VW ®� EvEacRC 14 i t 1i OLAtCK NtiLS PIGEA GLJIUCA SPRUCE DENSATA O _ - DECIDUOUS SHRUBS XOM L� f I ! O 'GRM MOLW MO.#V '`RFC' Id' HT. POT 3a+ : 3w pp FALL cam .•,at3 ' �: ♦ ' DWARF BUSH DRRVN.LA LON6MRA . Jim S O 4 24 HT. POT 4*0 x 4•W FALL COLOR ! »� i HONEYSUCKLE 11 KAtQC0MAVRW IF 1 M ' 6 ANTHONY •ANTHONYxWATERWA 30• HT. POT 3'!r r sw DID FLOWER O M MPAZ U �:•c WATERER SPVMA MnD s. znr 1`k• yr S Ca . - +- %. +.:� - -1 -t'' ^t... ........ i .4 s 3 ♦ '.J, DWARF ILORE/W SYRNG I T�RI PAL EMI gal Aar 1" 04" '• ` y r% .•T• . LI•AC 30' M. POT 4V z 6W Q� FLOWER Cu tietl+c Mom" PUN t C67 Auvis y aeaxat PLAN CONIFEROUS SHRUBS O • � `• / j ' , szl n�a»wer ane wm 9 / 6 sAVIN 3V V. POT 3V x Sw �� EVERGREEf4 esJ Naar wer Mum avrtrtak i V .VAN , 1 32 MUCHO P" h= ftmo 42• 3P. POT 3'H z Vv 3 4 fvERGREEht cu raLrww unJn AM + ._ . • :- ,.fit. -r .� 9 i �?J llfi t1RR1iC Am H � G1►ENbLS 36 3P. POT S14 N 5 ®4U EVERGi iew LZI PIM"w eY LMA)WOArt FLAW i 8 L73 PRll�1NMRY LNaDIe/Ia eEi1rL� PAR" ; � Lat LaoocMt 'JPSC1gc Iwo - Qj /J M tlilTAfq� i i its ♦ 1 { 3 TYP. / .r. cm smirk - nr*" a euwte /. TREE REPLACEML14Y LANDSCAPE NOTES ' 1 ►soot a�.v ovao►r I + Emuc TREES n RIPLAComw PROPOSE REPL.ACUIE NT L LANDSCAPE CONTRACTOR SHALL Vb1T THE 910 PMOR TO SUOPITTN6 A OD TO 11EC" FAMLIAR WITH REVfiOMf vae an aEVOy • ` S L A -TOTAL CAL. W"3 LOT f 3M CONDRNDNS. TH1: LANDSCAPE CONTRACTOR SHALL HAVE ALL UAMCROAD UnUTES LOCATED �1s-oi avow Jrn s LAn03tINIG LAYAlf l.dL�1t� PRIOR TO ANY OIGCNG. TIE LANDSCAPE CONTRACTOR SHALL COORDINATE NSTALLATION WITH GMM _} ' f 16• A94 ?. O -TOTAL DULL NCHE3 OF 4 A. LINDEN 6 24 CONTRACTOR s -7�-ai �voep att t LAWDSCOW L�vaut i 16• ASH SIGNFICANf TRW ON SITE W. 4•CAL. MAPLE 5 20 cmr1t1H 24' z 24 PAYER'S WAUSAU k I6' ASH 4•CAL ASH q 36 2. ALL PLANT MATERS SHALL CONFORM WITH THE APIE:RICAN ASSOCIATION OF NJR9ERYT'EN STANDARDS 4-70-01 *' Tu TERRA PAVERS STONY 16' A94 6w. SPRUCE 2 4 AND SHALL 90 OF HARDY STOCK, FREE FROM DMASE. DAMAGE AND ObH*JRA110K P TH M b A cw*k NO" SERIES 16• ASH 3' CONSTANT (� T la HT. SPRUCE 6 24 DISCREPANCY 8ETW6N THE NUMOK OF PLANTS A4 THE LIST AND T* NRtM SHOWN ON THE PLAN, Na QA7E elt c: � r �f. YPE 4 !- 000-366 -8720 10' AV 12' W. AMR MAPLE 6 n THE PLAN SWW. GOVERN. I -+ •' 3 T7P 4. RE O•PL ACEM6NT TREE"3 ALL SF6 OEDS SHALL OE EDGED Wl1H SK (6) NCH aLAGx VINYL EDGING (OI.AGTC gAMOND OR f ROJECT 1MNAGER REV�IN i .. � � y . . (Ma19ER OF CALIPER APPROVED SGUA4 ALL TREES NOT PLACED WIT N A SHRUB PLANTING EEO SHALL HAVE A FOUR (4) r 1 F • �-' rp _ -- sI FOOT 01*MfiR 914UM D HARDWOOD OAK MULCH 000 NSTA:LLED AROUND THE TM • +' •., _ _ 5 • [U►/6) X G7 X A • 0 (D m LAI To OE FOUR (4•) NCH SHREDDED HARDWOOD BARK MLL.CK t lC11F1C11110N ' �c (W/W) X L33J X q0 - 0 [D MLL CH TO l* TM1 * (3ry NQ1 FF COLORED LMTOWL PlitIUM SIZ TO NrE 3/ 4. OW •r r+• • i . .c . I i > €20 CAL. NCHE3) BU NER. '^•r • 4 � �` 11 j I ©SOD ALL TURF AREA3 0137UROED 8Y CONSTRLXnX +w.11res1.t..'I.NrCOfw € TOTAL CALDER Wm*5 L PLANING XL FOR SACILF1.LIrG PLANING PITS SHALL CONSIST OF TOPSOIL TO WHICH HAS SON ADDED j THREE (3) POLWS OF COMVRCY11. FERTL M AND 1/5 YARD OF PEAT AM PER CUMC YARD. _ 3 14w... 90 CN.N?ER INCHES ` 120 CALIPER INCHES 120 CALDER INCHES ft2suoten No 364E DAM O MOSt as � , ltiausr....�� Asa ayr..ry.N i , 3 i ! 11.. �iw «Ms N; L.rflrw Ms�+•p Cwy.Rr.1 a.1 • ardiW 1 #` ........._ ...._.w _ • - CTS ; �� ,,, $DIN STFT NORTH AND OSGOOD AVENW NORTH W4 OAK PARK HEOM MN 6) C CRA,IIN10 w" i . LANDS I SCAPE PLAN : * 0 20 40 / OAT6 i . •� .,, ,., ..DSIz�L. 870nE Na DHLAL11�NO Ira " V DFA SCAM SCAM FEET � LE L2w1 1 z . E XHIBIT H 12 '.� 1�� ............_...,.� »..:.•»�:: _,,....��� » »...».....».. «�........,» �••.......� _ «... - ..«.___._...� slWl ARfJ► - 106 Sr. � :.. _ SEMPERDEVELOPMENT -- - -.. - - _- - _•---- r'1..� �. _ � - LTD. = 14 - - SENMM DEVEiAP'MENr 'f s Z'r,�Y•r; Y� . ».....3......i.,.y..E -.i�.. ..=.. b-• i« 5--:.. e.................. »........».. .....i.. ».. ..- ...._... SF)L LTD. 4 600 FDSHAY TOWER 821 MARQUEMAVENLM hRNSAPOLIS, MN. 55402 (612) 3321 S00i/FAX:332.2428 FRONT T+OWU ELEVATION ^ O SavIN ElEYAIION t,R- •1' -8' 0 10-4 0 H BURDING KNISH MATERIALS 1 FACE DRIM CAII W Cf�MICS -I MMW � 1 � r O • » .__..... t Z PRETDOSa im COPNiCc WU• - GAD 'ALMOND" (C>1F" 1 i 7 WALUEEK SCRIPT so AREA = 31 SF. 3 O CLEAR ANOOQED AIUMNW S1'OREERONT MAR AM= MAIO N IN= FROM 13 p FAM K= SOLDIER COURSE: CAROM CERAMICS- NEAIfME O s »�.- s...- .i......:..... »._. • ..i...;.. ;. »:, .......... 4 4-4- q..,y. »a..'..i. .�_o.. M ........ .._ »...a ...... ....... w.�,. w�a •,. a : • ' ' ; _ :. _ £ € I f ! ' 1 I € } 3 { . {' _ _� NUMB METK SfAl10W SEAM ROOFiNOe OLK $KEEN N « ..... _. . ». R.... �,. .. l..t� »:� WALL Mum LIGHT - KiIOIID- it it it it 11 I1 3 O NALIOM METAL ODOR COLOR TO MAICN 1DIR2 t - __ wAL1NEEM5 NEON 6RAPINC ILTOND 3 .T to fill 11116111111111 if 1111111111111111111 fill 11 li 11 11 H Ffim 11111 [ill 11 Pill 2 fill 111111111111111111111111111 HIP Ill 1111111 Pill 11 MW if 1111 fill 11111111111111 1111til 111111111111111111111 litill if III 11111111 if 1 CEDJMI A13 Pill lmillilliililiiiiiiimillillinfitillitillillllillifillillillitililifililI �- wAU lITORARI 01 SPANDREL CM SA= COLOR SUM TAM O WEV MAIION l �, sl •_�. � © FLUSN METAL SPANDRK PAIN COLOR SIERRA TAN 0 ROOF IK IEIINO PWPI:T VU —1 j! SATALNE ON �..__ mw Top EOUN�11011 - Trv- - - Hill 1111111111 1 j o 111iffilutill Ill 11111 Bill 11 Ill 1111111111 HIM la - 10 10 /O 3 1 0 a NORM ELEYA]ION DATE I V VISWH 9 au2m [:iii 4tb1111WrrA- Q!!I'VE ^TNRU PMARAIACY if if -- - ELECTRONIC READER HOAI r ur --- z Mom SIGN LOAM A 1 EAST ELEYm 0 EXHIBIT r f SEMPER Phone: (612) 332 -1500 : 600 •Fosliay dower Fax: (612) 332 -2428 821 Marquette Avenue South Minneapolis, Nfinnesota 55402 August 31, 2001 Scott Richards Northwest Associated Consultants 5775 Wayzata Boulevard Suite 555 St. Louis Park, NV 55416 Dear Scott: 1 nave attached a copy of the vehicle co=ts done by BP,,. W. for the exi.s&g Walgreens store at County Road C and Rice Street in Roseville. B Ril counted all inbound, outbound and drive- thru cars to this site. These counts were run over a twenty -four hour period. This store is considered to be very typical as far as the number of customers vi Siting the store. As you can see by the counts the peak in and out period is from 2 :00 p.m. until about 6:00 p.m. or 14 —18 on the chart. In any given hour period between 65 and 75 cars came in and drove out of the site. Also during these same hour periods between 10 and 12 cars did not park, but went through the drive -thru. Based on the typical customer staying in the store anywhere from 10 -- 30 minutes, the typical number of cars in the lot at any one time is between 25 and -35 cars. In addition to this we would expect 5 to 7 employee vehicles. Sinc John Kohler Enclosure JHK./1t EXHIBIT J ' 612 :37:3 b5idb I J � Wa� - 02-- 2001 09:49 BRW z ACE ST & coUNTRY RD C LENS ENT RANGES & DRIVE TH RO UGH W ALGR 3121101 CO AD. C CO.RD.0 DRIVE RICE ST. RICE S "r- D OUTBOUND THR _ INBOUN U INBOUND OUTBOUND . o►: oaa� :oo a 4 0 0 0 0 ol 0 0 0 � .om 2 z � 0 0 a 2--3 0 0 3-4 0 0 0, a -- 5 , 5 - -s 0 a o 0 o, 0 1 0- 5-- � � 4. 7--8 , 0 4 p 4 - I 11 10 O 12 7 8 " " 24 15 9.10 191 19 3 16 22 2 28 13 14-11 4 23 12 mow 11--12 12 22 - �$ 26 5 20 i 12 N 13 38 30 13- -1 � � � 22 9 25 32 14 36 42 14--16 40 33 16 -17 28 40 14 42 36 34 28 lo 39 44 17 -18 � 39 18--'1 g , I ?2 3S $ 33 17 31 8 24 33 19-20 ; 8 8 1 g 11 20_2.1 6 2y 22 11 0 8 5 15 14 z 22--23 4 3 0 2 23--24 0 . v o 01 0 1 TOTALS ; 273 348 97. 4113 356 1 TOTAL P.02 I ILMW- �m: "K.D. Widin" <kwidin@mmmpcc.org> <sric�arda�r�ar�ins.eoert� Subject: Walgreen's Landscape Plan VValgreert's revised plan has Stec} in rntr�ar ages to tote Vaal will have adequate roofing space and the iges in placement we e heathy and relativoly low-mainlvnan c� lan&Papc� Th� Plant MX*TW UsC4. is law for 4 am. 'J'RAORI UP 4,114 fii* two suns will be pa Oa*e aa€i;y importm-t. If plaut m atai, al Clines 1%&'*" Will ON W-R-Mtr to lack A* way, the glints w�irll ]rav�a to replaced. Tho deg ex gles of what we reqifirex for &weloMmt whifin Ook Park Heights. MwO-n1dvR1"* 44- p4an and an detail as exples for futurre cl c�t 1 0481 th y widin Oty A* Oak N*Hei"k EXHIBIT K TPREVIOUSI.Y APPROVED • "' i� . 8tA. M AND SM LOCATION iJ �. � PROPOSED SUp M AND SITE LOCATION DRv� I , rN r ._ -• - • !=-: PROPOSED DRIVE j TKRU 1 1 r I FFE = 907.0 f y , ... .. V r� - s• f • .f 7 L.1 �y i� 1 � � f • • . 1 � i 1 fr � . ILI 'ti, ��.� ,w'�•�,..1'.t+P^+r+•\� a41A. "tiS'7Vif � i ; Ott- .1 to .__�. ��' r • 1 1 NORTH rn vo —' 0 3o 60 c� N SCALE IN FEET OV EXHIBIT OAK FARL t!SOM LANDFORM SDMM NI N! •OL S NONIK YfIWVi �o Minnesota Department of Transportation Metropolitan Division Waters Edge 1500 West County Road 132 Roseville, MN 55113 , FEB COP m 12 February 12, 2002 City of Oak Park Heights Attn: Kris Danielson 14168 North 57 h Street P.O. Box 2007 Oak Park Heights, Minnesota 55082 - SUBJECT: Walgreen's Mn/DOT Review ##SO1 -024 Additional information North of Trunk Highway 36 and East of Osgood Oak Park Heights, Washington County Control Section 8214 Dear Ms. Danielson: This letter is to inform you that we have received a revised set of plans for the Walgreens development north of TH36 and East of Osgood. It is my understanding that the only change made to these plans (from those we reviewed previously) is the size of the building footprint and that these plans were sent to us as a courtesy to keep us informed. We appreciate this information. Please note that all comments from our letters dated May 29, 2001 and October 17, 2001 continue to apply to the Walgreens site plan. If you have any questions, do not hesitate to contact me at (651) 582-1378. ce fer CP . Senior Trans rtation Planner Cc: Joe Lux, Washington County Janele M Taveggia, Landform Division File / CS 8214 LGL File / Oak Park Heights i An equal opportunity employer Bonestroo, Rosene, Anderlik and Associates, Inc. is an Affirmative Action /Equal Opportunity Employer TA Bonestroo and Employee Owned Principals: Otto G. Bonestroo, P.E. ■ Marvin L. Sorvala, P.E. - Glenn R. Cook, P.E. - Robert G. Schunicht, P.E. • Rosene Jerry A . Bourdon, P.E. S enior Consultants: Robert W. Rosene, P.E. - Joseph C. Anderlik, P.E. ■ Richard E. Turner, P.E. - Susan M. Eberlin, C.P.A. Anderlik & Associate Principals: Keith A. Gordon, P.E. - Robert R. Pfefferle, P.E. ■ Richard W, Foster, P.E. ■ David O. Loskota, P.E. ■ A ssociates Mark A. Hanson, PE. - Michael T. Rautmann, P.E. -. Ted K. Field, P.E. - Kenneth P. Anderson, P.E. - Mark R. Rolfs, P.E. ■ David A. Bonestroo, M.B.A. - Sidney P. Williamson, P.E., L.S. ■ Agnes M. Ring, M.B.A. ■ Allan Rick Schmidt, P.E. • Eng ineers & Architects Thomas W. Peterson, P.E. ■ James R. Maland, P.E. - Miles B. Jensen, P.E. - L. Phillip Gravel 111, P.E. - Daniel J. Edgerton, P.E. - 9 Ismael Martinez, P.E. ■ Thomas A. Syfko, P.E. - Sheldon J. Johnson ■ Dale A. Grove, P.E. - Thomas A. Roushar, P.E. ■ Robert J. Devery, P.E. Offices: St. Paul, St. Cloud, Rochester and Willmar, MN • Milwaukee, WI ■ Chicago, IL February 13 , 2002 Website: www.bonestroo.com Ms. Kris Danielson w Community Development Director t-'- • 1 i� t City of Oak Park Heights 14168 Oak Park Blvd., P. O. Box 2007 Oak Park Heights, MN 55082 -2007 - Re: Walgreens Revised Final Development Plan Review BR.A. File No. 55 -02 -000 Dear Kris: We have reviewed the revised final development plans and drainage calculations for th° Wal reens development at the .northeast corner of Osgood Avenue and 60 Street N. g proposed g p b Our office last reviewed plans for this development on S epternber 11, 2001. The following comments and/or recommendations pertain to the revised plans and drainage calculations (previous comments still applicable are shown In italics): Site Layout/Access Locations: 1. The northerly (main) access to the site off Osgood avenue has been revised to keep the driveway improvements entirely within W algreen's property lines, and 1-no1, have a shared drive-�Nvay access with the dental office to the north. Washington County's pre.vious comments requested the existing dental office driveway /parking area be sho on the plans for them to analyze how the existing and proposed driveway(s) will R inction. together. This will need to be shown on the plans and the proximity of these; two driveways reviewed again by Washington County. The driveway is shown as 36' wide, presumably from when this was to be a shared access, Since this is now solely Walgreen's access, this driveway can be narrowed to 24' to 23' wide, unless larger delivery vehicle turning movements will be required. 3. Washington County and Mn/DOT have previously approN - the right -in only access, as long as the frontage road will be closed. Pursuant to this, NliVDOT will require an Access Permit and a permit to allow work within Mn/DOT right -of -way for the proposed closing of and driveway access into the frontage road. The developer should supply copies of all permit applications and approvals to the City. 4. Mn/DOT has also previously indicated that since Os good Avenue is Washington County State Aid Highway 24, any work on Osgood Avenue must meet State Aid Standards and Specifications. This will include the proposed driveway accesses, curb and gutter installation for closing off the frontage road, storm sewer structure modifications, and traffic control. 2335 West Highway 36 ■ St. Paul, MN 55113 ■ 651 - 636-4600 ■ Fax: 651-636 -1311 r 5. Proposed landscaping in the green area adjacent to Osgood Avenue right -of -way falls within existing utility and sanitary sewer easements. Verbiage should be included in the developer's agreement so that the developer will be responsible for restoring surface improvements should any repair /modifications be required to the existing utilities encompasses by those easements. Grading: 6 A retaining wall up to 13' in height is proposed along the majority of the east side of the site. A design for this wall, stamped by a registered engineer in the state of Minnesota, will need to be submitted for our review and approval prior to construction (Landform notes this in their September S, 2001 memorandum). Sanitary Sewer: 7. We recommend that the proposed sanitary sewer service wye into the existing sewer just downstream of the existing manhole to alleviate core drilling into the manhole and repouring the manhole invert. Verify preferred location with the City Public Works Department. 8. The plans do indicate to "Coordinate the abandonment of all existing utilities and services with the City of Oak Park Heights ", but we recommend the locations of any existing utilities be shown on the plans so the City has a record of this data. Water Main: 9. As previously noted, we recommend that the proposed 6" water service connection to the existing main line be accomplished via a wet tap to avoid disruption of water supply to adjacent businesses /residents. An 8" x 6" tee cut into the existing water line could be constructed, but needs to be approved by the Public Works Director and/or Building Official, to coordinate shutting off valves and/or disruption of service to adjacent businesses /residents. 10. Verify existing hydrant locations (needfor any new hydrants) and emergency vehicle access locations /widths with the Fire Department. Storm Sewer: 11. The drainage area calculations are acceptable with one clarification requested. After visually inspecting the site, we believe the 0.35 -acre drainage area on Osgood Avenue should be expanded to the west and the north to accurately include the entire area tributary to the existing storm sewer structures on Osgood Avenue. This drainage area could effectively double or triple, resulting in more storm water runoff through the Walgreen's storm sewer system than the calculations currently show. This would, in turn, require upsizing or steepening the grade of the proposed 18" storm sewer under Walgreen's parking lot. 12. The easterly curb & gutter of the parking lot has a lowpoint of 904.8 at the end of the proposed retaining wall. This curb & gutter will need to be tipped out or a catch basin installed at this lowpoint. If you have any questions regarding this review, please contact me at (651) 604-4815. Sincerely, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES INC k-000 Dennis M. Postler, P.E. cc: Scott Richards — Northwest Associated Consultants, Inc. Kim Kamper, Acting City Administrator Jay Johnson, Public Works Director Jim Butler, Building Official DMP, File — Bonestroo KA55\01d\Wa1greens - Revised FDP Review 2- 13- 02.doe NO NOTES ^ k 1 SWV[.fQ 11/AO IY IIPN 044 IVOM ,Y•JtAC' C AFf NRi MJy* M'1.1 r JLCVfY F /ORt4P Bf I.Ar41 QP fIK]Nfi'tk: IXT'/VJ0 t1J4 N'CA.0 twaff•Ot A, ON A1Wk 4. ^OOE f04 -(SSII UW T C P100ACV Aft(IMNAL 111[171 Not OPMANNI !MOM-1 VA!! f- VOV11)IP ft 0T 'r fl 'M 1 UVA", FN t416N15. I's Jtk501A A5 -"f VV AN IC•:- UTttlY IOCAI"Of 10 IN f4LP N ^/t ,�� 1, t, �� i Vfkr -IT-V PPkW TO EICV AATnrf /rrn1:7rUC igJ 9 MIT LNCCFIPArx rx O 9 Arr ImrcP. 1/4144/14 P 5-MP K- k11tuATELr 1401111011(x L,gNDFORM ` � y+� ` t•Y- sntuTlntJ NtN449A 00= 1[•FNO[04IX 7. IJIitWob !;H 4 AI T45 PLAN ACT 10 WE CA CTJFP A/rJ ArwrA 11...11.., � 10 11AV4'AIC S( tNACI' - - R- .� filfpm WE IN ENxt>rJG 14Wf (Vitt) O11Npwu W Y UOw( POWI C.IK:t1 v Qn0 `, �w° VAVI'11C 5TM.15 TO d STVI4 W14 A 4' WKA YELLOW w � • ���� 1' PNJiEP SiVr4 ;M'W AfCf55 A NNrlttl; to B11 PA711fP W110 3tiPACr - - - - - - - - - 1 A I. W11n YELLOW PANSM) 51110E 111' Gr All) At 4? PROJECT TYPE 4 I 1 14CF# N": - 10 S1AU. r ' I 4 E 4 1N CLK'11141 "Ol Al 1i1. !sl /7'L[S' FT tN (tl+.lrfP t0 Ili DRAW"M`WEC T110141 BY, 4 4 �` i t' I U--Y.P fpV ALL COI4"TVLK.TK74 StAf IJG Arl"I 5 M Alit 0 WALQNP COIWULTAW *t J - 1 MCVEPNIC7:S W1WEt-tt IN SI PLNf; Ail' T14 M;1104, 114.E `. t tA6T, NOt11 - 1 [1141:Ek 14'[fJ1A1Et -r 1W ktC- q.UTI'JIJ /N 0 tJ1ADf•ORD''d OONBl1LTANT Ti87dIBb 1 Buk.O"G ff/OiPi'N7. �. Srgvtj CYJ 110 PLAID ADS• AJ i1N / -� W - \\ 1 I pK.ITAL f[k :IfALI M COft'AFl -P 70 14 OWL SIViK1Ut'AI d f1NJ`• :AMlFV B,' T14 C(AJIPAC7OV PP101' 10 NIA1.04: ~ ' L '' � WC114C. LiYA)fAEB6 f10T6! OT6iN1ffi WAl TV.ASH COEIVAC10RS T' ACTIYIT[.S. W�Ng ( 6� I VI r 111 5 0612 C04M. -TI Ct1E•B "JU GIIITEP L5 rvovo!IP for ALL (Q LANDLORD) COMAACTOR mAv.CEY COJ6IF Ocrtiom 105 EY GYCLA4'LfS h - IVNAIE PP0x7:E'T'f Bf•m UNICVf If CIA7t AW 011111V 14 71 Cti�i w, tvOra -tm foe AU PWlAc 31VEf1f', STOREE EiUILONO tT i 6 ft NV MATCH PK6110C CCAA:6111 CUPP AOV ( Cur c4 fEw__ JC IT T PROPO 8 j` (1Y aPB (a)rEP m SED ; v� T (� k�k11ooe.aa. D (it r) mu'u -1HIV , r - ►lL.ocAT10f1. ❑ EIG9tf10 -. ry ` r 1 IxIATTt5 CPfffJ _'Art f!W 9151 (*&y I� OTHFP- CT 111 O ?"S PFc=S P3 GT HAS DUN O16WV TO Ti[ tl i[ FCLLON6 Li J/ y 1 Yy T �RI , �Sl C MtAI- 6t[!Y'/M GW,-A (A MAY APPLY; aw IV C\► 51KAICH7 17T(CC•N- ) I 'll fv SPARKING SUMMARY ILLY :001 GRITCRIA a 1' 10 I �E.I 2. ALL Z CRfT'ERIA C~- MCTION &A.LCTJN5 ta.•"JJE^. a wruTL Fr A t PIaGA TO DA1L GF ARAW:N65 1_ CUllt (Tyr) T 11pL__ YINIW' - �n v AbOlXtf9 PARKIOW. ' _ '9'I f V �. IIJVK V rim n! 105' X 130' 13,650 SF. l I 907.0 At STALi. Pfc 790 911 or- Ek,ItoA:- I ». ELax AcrA I ,_ _ try SF /:' ao l ='( 14 TAL-t_ v FFE P'ws° CITY OF OAK PARK HEIGH•I'S I - "' ;' 1 Of Vfw404 WALL. TOTAL -A; STAISS rACr - ►ar (TYP) .:�A,�Jr(km�J:�I � O l .1. ' � 1 PROVOEO PARKNC FM I •i- It - 3TNC'AFP 5TAL01 (9<: D) 44 IA VA" STALL:: (W>:i/) I fA t : Aw4CAV 51AIA5 (ffs70) 7 rA m 1 r c SiTF LC.FIt 4. - t TOTAL PAW' ►K. 510415 MOYI(XD / (Tyr) -4 OF PARK W. r ?7 .- 6 t• , NC Al1i1171 Uf.'VM IXAfIN7 (TYP) 1 w LTY. t O SS NGAFI+ StALLS C \ 4 I Ts siew-a oc vuumna+r 17 `; ct) IM AREA SUMMARY Lit. F it 1 W NRII.Y»IMM P1tOPOlf4 N I�a�+ wt PfVVKV'` to 7:(1 S) _ { �•,, %��1�� � O O � L' 7 -�-.` '�' � co i � cwa mia ar. r TPj % "/" p M1TVVgJUS 39.0'.? Cl- i.f1 -0. TPAWMIP 8 60," PAP C „ K. 13.6'•0 51 LI.Nr, rig e.nua. c '.a.wo nan I / 1 1f h ~I SEE 041 i07A1 (tA4 A:) f� ;.i:B .F k }U fF. a: niucluvr tnnwnrn+rt.+. N^aj, `( ��r� f' :=t a. f L y -' Cj '• 't. ;i I c:.I f istvr«v. X31 1w+ It7 N !!' ^ 8 . .� (tTl') �� - BCA.LAPG c.:I I »r, »u✓. cs Knw NwrtY / '�' •T ( IYr ) A rrr.o: cunvrw nw el v ::;Rut :;Rut f AIRY � SIWAiCHT 0JTECV:AI � "Biwa 6 -1 i rVTTF f1E 041110. A 3 ` .-1 .111,1 n>r+ '4 J � PkPVKJU`- 7ff.3M• 51 44.1, >. P u GS1TTEC! (tYV) 1: i nN :a.1rtHC MN+ \Y. 1 /1r[-fTVKYL6 ;9, 140 °/ 40.0: (]VPJ f IAA fNJG 5F -I,4i. l:+ Millrrl%r lAN*Y •' GG/ 0. dCi / ++ r TOTAL (U6 Ac) 3_445 `1. JOO M. i'i + wiNSaYC 1A.[>'.can /i/Ai; /r � - i � %�' �° N j 1 1 :ea ! frAlw -r 1rrr.k lPla[ACNNS 4 � 75 ,5 .1' ' -- - -i_� -' •-' �%. ?L6� , T I fkw i ; 7RtF 7 � I-w In. -nr-a) � `` ctt, anmin - rrrnN' iuttw 1 VNGKf HE`: �Y �j � -' '( • %"' .I n -�_n. E revwt:n aJ, nv/y l PYLtNJ 5l: /J y � l % ^`.5 '� / J HrMr Nw.J r MPfIPW i -LUAPP VA► \ - 06C COP N:Itf T "` 9-1111 _n: NYdPR MJ' C11t r/NY t/T t .UBT� "ft A rtEk1 t n -t. -o: „r(Y1' an a aA<ruAru u.wr NACKTE - �� - �,\ ♦O CIRB d GUTTED N � fy,� I ' 1 a -,R -C: [ni aiwnitnc a '�•,. 0 (Tyr)\ � <. , NO. WlE � By . DwarTION CON6L ' r -5111- LE:N1 POxI� •� „ PROJECT MANA"x r.EVWw CUTWIGATION r ��o�o a' 1111 sn an e:•1avr:- 8618 CCAiCt:FTf� q •• •••" . .. rLwfl k COT TfP :w'<1.... 11..:.11.,..111 t..•...- .. ,a .c ,.lrrtivr. 60j _ \` r fs s° 135' 8" FT (SSA I� N 'A RBI M - _- Pno.EC.7 AODIWA[ YN 3 ~' Q/ NNN�� WTH STRUT NORTH AND 08000D AVBLE NORTH i 6) �\ 0 20 40 OAK PARK HEIGHTS, AN! bUYAKO TITLE P SITE P A N SCALE IN FEET DAY* 1�1f2�0�- wwom lia DI'Aw"a "° GYM f>CALE 02.1 � 4 11t .Y. I i I FE 1 2 9 nO2 �I • r d 02/19/2002 16:30 4309930 WR MEDICAL PAGE 01 February 21, 2002 Via Fax to (651) 439 -0574 Kris Danielsen Community Development Director City of Oak Park Heights RE: Walgreens — Planning Commission Hearing Dear Kris: This letter is to ask that the Planning Commission and Walgreens consider that they are placing a commercial building on a street which up until now has been funeral homes and schools for the most part. It is the entrance to the South dill Neighborhood and the entrance to my street. I would ask that the decision- makers consider the building design, the lighting and landscaping with that in mind. Perhaps some historic lighting could be used, rather than the glaring urban lights of the Amoco Station. 1 also ask they consider that the community here wants to make Highway 36 a Community Parkway/Regional Boulevard to connect more appropriately with the scenic landscape of the St. Croix River and the Historic District of downtown Stillwater, part of America's cultural heritage. For the Boulevard, we are hoping to include the maximum in aesthetics in terms of green space, historic lighting, pedestrian and bicycle realms and restore it to sustain our very human psychological need to connect to a sense of place and remove the cold, intimidating environment of Highway 36. We hope to tie our two towns together increase our sense of community. you for your time and consideration. Call me any time. V truly, z Je nne M. Anderson 1 W9 South Fourth Street i ,,S lwater, MN 55082 (W) 430 -8457 (H) 439 -8093 Bonestroo, Rosene, Anderiik and Associates, Inc. is an Affirmative Action /Equal Opportunity Employer and Employee Owned Principals: Otto G. Bonestroo, P.E. ❑ Marvin L. Sorvala, P.E. ❑ Glenn R. Cook, P.E. 0 Robert Bonestroo G. Schunicht, P.E. 0 Jerry A. Bourdon, P.E. Ali" Rosene senior Consultants: Robert W. Rosene, P.E. 0 Joseph C. Anderlik, P.E. 0 Richard E. Tumor, OEM P.E. ❑ Susan M. Eberiin, C.P.A. Anderlik & Associate Principals: Keith A. Gordon, P.E. 0 Robert R. Pfefferle, P.E. 0 Richard W. Foster, P.E. O David O. Loskota, P.E. O Mark A. Hanson, P.E. 0 Michael T. Rautmann, P.E. ❑ Ted K. Field, P.E. O Kenneth P. Anderson, P.E. O Mark R. Rolfs, P.E. ❑ David A. Bonestroo, M.B.A. ❑ Associ Sidney P. Williamson, P.E., L.S. ❑ Agnes M. Ring, M.B.A. O Allan Rick Schmidt, P.E. ❑ Thomas W. Peterson, P.E. 0 James R. Maland, P.E. 0 Miles B. Jensen, P.E. O L. Phillip Gravel III, P.E. Engineers & Architects 0 Daniel J. Edgerton, P.E. 0 Ismael Martinez, P.E. ❑ Thomas A. Syfko, P.E. 0 Sheldon J. Johnson 0. Dale A. Grove, P.E. ❑ Thomas A. Roushar, P.E. ❑ Robert J. Devery, P.E. Offices: St. Paul, St. Cloud, Rochester and Willmar, MN ❑ Milwaukee, WI ❑ Chicago, IL Website: www.bonestroo.com MEMORANDUM Date: 02/20/02 Our File No ::� " To: Dennis Postler - From: Bryant Ficek 2 0 2 ow[ l Subject: Stillwater Area High School Stadium Improvements - Review of the Parking and Traffic Assessment This memorandum discusses the Parking and Traffic Assessment of the Stillwater Area High School Stadium Improvement prepared by David Braslau Associates, Inc. and Benshoof and Associates, Inc. Separated into two parts examining the parking analysis and then the traffic analysis of that assessment, potential concerns are noted for each section. Conclusions are then provided at the end of this memorandum. Parking Analysis The parking analysis uses historical data to identify a peak attendance, which is then used to estimate the number of vehicles for that peak event. However, based on information in the conditional use permit, this number includes paid attendance only. Not included in this total are e band members cheerleaders, ' ee leaders players, and coaches from the comp eting teams r pep � , p y p g o students and adults with season passes. Others that may have also been excluded in the historical totals are personnel needed for emergency services, for security, for parking purposes, or for ticket and concession sales. Parking from these people would further increase the demand and need for off - street parking. In addition, the parking analysis identifies a high -end range of 1,500 vehicles associated with a peak event as compared to an identified capacity of 892 spaces at the on -site lot. This yields a deficiency of 608 spaces, rather than the 532 listed in the report, which affects the number of off - site spaces needed as well as the number of shuttle buses. Using the larger number of 608 vehicles, the two sites owned by the School District (supplying 630 stalls) could still accommodate this estimate. The Recreation Center with Lily Lake School (supplying 580 spaces) would fall slightly short of the number of spaces needed. Using the report assumptions for the shuttle buses, up to 10 buses would be needed to provide adequate transportation from the off -site parking lot(s) to the stadium. 2335 West Highway 36 • St. Paul, MN 55113 9 651- 636 -4600 • Fax: 651 - 636 -1311 It is also important to note that attendance for other football games may also exceed capacity Y p city of on -site parking and require the need for off -site parking. Based on the existing capacit g p y of 992, the on -site parking lot could xpect to accommodate an attendance of between 2 976 (as s ld umung 3.0 people per vehicle) and 3,472 (assuming 3.5 people per vehicle). For attendance levels at or above these levels, off -site parking would likely be needed. From the historical attendance identified in the analysis, three out of 15 other football games, excluding he earl g yearly peak event, reached this level, about 20 percent. If the attendance of others (such as 1a ers etc. players, n oted above) were included and if the on -site parking lot had spaces occupied b vehicle p p y snot associated with the stadium event, such as a conflicting event at the school the capaci p ty would be further reduced, suggesting off- street parking could be needed for more than just the peak football game each year. Also noted in the analysis, attendance at the football ames may be affected mor g y e by team performance than school enrollment. Therefore, a competitive team could expect p p higher attendance and greater need for off -site parking at games than a non-competitive team. am. However, it is never certain whether a team will be competitive. Based upon this p p and the data mentioned above, a contingency parking plan to accommodate hi attendance o high s de the peak event should be available for all football games. This should include items identify ' identified �n the study, such as avoiding conflicts with other school events to maximize the capaci p ty of the on - site parking lot and encouraging ride sharing for all games to increase the occupancy e p y p r vehicle. In addition, it may be necessary to have off -site parkin and shuttles available on 'stand-by' g a stand by basis, to be used if and when a parking deficiency is identified. The need for this coin ' d be determined with a game -by -game approach examining how well the team is doing, visit ' g, well the vls�tor is doing, and attendance at previous games in the y ear, To minimize disruption to the adjacent neighborhoods, • J g ds, on -going communication with the residents should be apart of any management plan in conjunction with this development. pment. This would allow residents to discuss any future problems associated with the ro' ect an facilitate p � d facilitate solutions. For example, the parking analysis identifies on- street arkin in the neighborhoods ' p g ghborhoods is a potential problem that should be minimized with parkin management. If the resi • g g dents are allowed an outlet to communicate with the school, either through the School ' g District or the City, the success or failure of this aspect of the management lan could be identified ' p In addition,, future discussions could identify other unseen problems and hen to determine e solutions. 2335 West Highway 36 ■ St. Paul, MN 55113 ■ 612- 636 -4600 ■ Fax: _ _ 672 636 7371 Traffic Analysis In the traffic analysis, the volumes for the intersections of 58 Street/Neal Avenue and Trunk Highway 5/58 Street are presented after the stadium generated traffic is ' ' g included, without separate tables for existing and/or generated traffic volumes alone. This revents quick review p of the existing conditions at the intersections as well as the opportunity to examine the pp tY generated g traffic in the intersections separately from other traffic. The traffic analysis identifies several assumptions to ensure a worst -case scenario such as an event start time coinciding with the busiest background traffic period and use of all arkin aces. Some p g spaces. other items to consider for the worst -case traffic analysis are. • Shuttle bus maneuvers to drop off/pick up patrons before and after g ames • Parents who drop off children before games and pick them u p afterwards, • Vehicles that enter and exit the parking lot after all spaces are full, and • Potential slowdowns from parking maneuvers inside the parkin g lot. As noted earlier in this memorandum, up to ten buses could be running to and from off - site lots. With the traffic analysis assumption of 5 roundtrips per hour, this could increase the traffic by 50 vehicles entering the lot and 50 vehicles leaving the lot in one hour. Similarly, parent who drops ' p ps a child off at the game and picks them up afterward would increase the traffic. Although difficult to quantify, if only one percent of the assumed p p eak aid attendance is dropped off and picked up, an additional 45 vehicles would be entering nd exiting the parking g g p g lot before and after the game. Once the parking lot is full, vehicles may still enter the lot and search for a space, on to leave a p Y few minutes later. Also difficult to quantify, an assumption of five percent of on -site capaci . .. , p p ty would translate into an additional 5 0 vehicles entering and exiting the p arking lot increasing g p g � g traffic volumes at the intersections. As the parking lot fills and/or large platoons of vehicles arrive at the parking lot the potential for i p g � p internal slowdowns increase. Should the internal maneuvers in the parking lot slow it could . p g start a chain reaction that would in turn slow vehicles turning into the parking lot and then other . 58th p g vehicles at the intersections of 5 8 Street/Neal Avenue and Trunk Hig 5/5 8 Street as turn � Y lane queues increase. This slowing would reduce the levels of service of the intersections regardless of how efficient the signal is operating. The possibility internal problems during �' p g the entry of vehicles is of greatest concern due to its potential to cause traffic p roblems on the nearby intersections, negating any efficiency of signal operation. Despite these additional concerns, a traffic and parking p management plan in lace for all football g p games could provide adequate traffic operations. This traffic and arkin management plan p g g p should provides, at a minimum, a set area for drop - offs and u s ick - a set route for shuttle . i pick- ups, buses, signs to advise motorists on both Trunk Highwa 5 and 5 8 Street of a full lot and . Y where to proceed to additional off -site parking, and parking attendants to direct internal traffic. In addition, the use of police officers to direct traffic at the two intersections during t least g the half hour before kick -off and the half hour after the game could imp rove intersection operations. p p Police officers would be better able to handle the tare platoons of vehicles during these e g p g peak times as well as better able to react to any back -ups within the arkin lot. p g 2335 West Highway 36 ■ St. Paul, MN 55113 ■ 612 - 636 -4600 ■ Fax: 612- 636 -1311 Conclusions With the inclusion of parking from players, coaches, cheerleaders, and other non - paying event attendees, over 600 off -site parking spaces could be needed for the peak stadium event (historically identified as the Homecoming game). The Parking and Traffic Assessment identifies sites to accommodate this overflow and notes the need for shuttle buses for this peak event. However, depending upon other factors, most notably how the team is performing, other football games also have the potential to use the capacity of the on -site parking and require additional off -site parking. Additional traffic concerns, not noted in the Parking and Traffic Assessment, would likely increase the ex r ected vehicles at the intersections of 58 Street/Neal Avenue and Trunk Highway 5/58 Street and could potentially slow traffic. Of greatest concern is the potential for back -ups within the parking lot creating congestion in the intersections. A parking and traffic management plan for all football games would decrease the likelihood of unexpected parking deficiencies and traffic slowdowns at the major intersections. This plan should include, at a minimum, the items identified in the Parking and Traffic Assessment (such as a program to encourage alternate modes of travel to the games), as well as a plan for communication with the surrounding neighborhoods to help recognize and prevent future problems. It would also be beneficial to be prepared to use police officers to effectively direct traffic at the intersections during the peak entry and exit times. Police officers would be better able to handle the large platoons of vehicles during these times as well as react appropriately to back -ups within the parking lot than would the traffic signals at the intersections. With a parking and traffic management plan ready for all football games, the decisions on which aspects to implement could be determined on a game -by -game basis depending on factors such as how well the team is doing, how well the visiting team is doing, and attendance at previous games in the year. 2335 West Highway 36 ■ St. Paul, MN 55113 ■ 612- 636 -4600 ■ Fax: 612 - 636 -1311 r z� wt rf r9 s � _ - -i • '.�+� y �j " le � ,y a ` - - :�. .,4 fT�;. >� �- • "� v.. r a.. , � � °: ..✓ " _ �c; •� , i � .te� � � ili+' t - Its r Y � _ 7 . „rk •: .parr -V - j . _ ki or bob F: , ONE WAY F _� � r �, -W41 1 ,. a .. .... . to x t = .r moo. t. f � Y f a s . s ti , 1 �''; - '�.r 1 � � 4 ,���, . �z !; �� .I ;�a•. t .r..,. 4 1 -1 .s. �' " �'.` `r r /_ u s _ OSGOOD AVENUE NORTH ti 1` 46 " tee �> � 3 v i S 1 y 7 iR •� p F- 411 - - - - - - - - - - - - - - k ♦• of 3 � S r N ti C, a 4 „ — a s n ' � r Ilk s BUILDING FINISH MATERIALS FACE BRICK CARCLINACERAMKS HERRRAGE O PRERNISHED METAL CORNG UNACLAD'ALMC ND' FLLSH META SPANDRAL PANEL CCLCRSIERRATAN CLEAR ANbDIZED ALUMINLIM STOREFRONT S FACE BRICK CCLUMNS TO MATCH THE BUILDING CLEAR ANODIZED ALUMINUM WINDC WS FRAME FACE BRICK SOLDER COURSE CAROLINA CERAMICS HERITRAGE V J O E PREFINISHED METAL STANDING SEAM ROOFING GREEN Q SOUTH ELEVATION O WALL MCLINTED LIGHT SIERRA TAN �J 11 HALLOW METAL DAR COLOR TO MATCH BRICK 10 12 WALGREENS NEON G RAFHIC BEYOND SPANDREL GLASS CEDAR GATES a �w W� r - NEST ELEVATION a :J l INIAL+ 30 ARQUITECRIRA . � �, i - 4V1itc Sur Lle, MN 55110 (65I] 7735675 .-FAX (200293 -2892 imawid ®median -t h2tp;1 /purple_ �.me duom c net,fmage 3 d NORTH ELEVATION „y.r. DATE F VLSGN or 10 mix F7ErumoMC Dm D o � 4 " RENDERED ELEVATIONS EPI W AL QZ ERNS SIGN ELEVATION EAST ELEVATION : NORTHWEST ASSOCIATED CONSULTANTS, INC* ------------ ---- - . ------------- -- ------- - ------------------- ---------------------------------------------------------------------------------------- ......... ... . .......... ................. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952-595.9636 Facsimille: 952.595.9837 planners@nacplannin PLANNING REPORT ENCLOSURE TO: Kimberl Kamper FROM: Scott Richards DATE: Februar 14, 2002 RE: Oak Park Hei — Hi School Stadium FILE NO: 798.02 — 02.01 BACKGROUND The applicant, Michael Brabender, representin Independent School District 834 ( the District has made applications for conditional use permits and a variance to allow the construction of a stadium at the Hi School. The stadium had been proposed as part of the schematic plans presented to the Cit in 1991 when the first Hi School approvals were g ranted. The pla field and track were constructed with the other elements of the Hi School complex and it was understood that the stadium would be constructed at a later date. The District has been utilizin Miller Stadium, located at the Stillwater Junior Hi School in Stillwater, prior to Januar 1, 2002. As of Januar 1, 2002, the Hi School is no lon able to use Miller Stadium in that the bleachers are not in compliance with applicable Minnesota safet re The District has compared the costs of replacement at Miller Stadium versus construction of new at the Hi School and has determined that the investment should be made at this time for a new facilit If approvals are g ranted for the stadium, the school will bid the pro out for completion before the first soccer and football g ames scheduled durin the last week in Au 2002. ORDINANCE REQUIREMENTS / REQUESTED APPROVALS The Hi School is zoned 0, Open Space Conservation District in which hi schools are a listed conditional use of the Zonin Ordinance ( Section 401.21.E Recreational facilities such as pla stadiums and tennis courts are considered as accessory uses to the principal use and require an amended conditional use permit from the original approvals. A conditional use permit is also required to allow the 90 foot light _ poles for the illumination of the stadium play field and to allow the fixtures at other than a 90 degree cutoff. The Zoning Ordinance sets a maximum height limitation for lighting poles in Section 401.15. B.7.f.2 }d} of 25 feet. Section 401.15. B.7.f.3) allows exceptions to the outdoor lighting requirements by conditional use permit. The High School has requested an allowance for lighting fixture height and fixture cutoff through the issuance of a conditional use permit. A variance is required to allow the two stadium bleacher structures to exceed the building height standards for accessory buildings (Section 401.15.D). Accessory buildings are limited to a height of 12 feet in all zoning districts. The "home" side bleachers include a press box and are proposed at a height of 43 feet 8 inches to the top of the railing. The visitor side bleachers are 24 feet 8 '/2 inches to the top of the railing. PREVIOUS APPROVALS As indicated, the original conditional use permit for the High School complex was approved in 1991. Please find below a listing of the approvals granted to the District related to the High School: December 10, 1991 High School CUP Auditorium -- 60 foot building height variance Cafeteria — 39 feet Administration /Media — 43 feet 8 inches Monument Sign Variance September 22, 1998 Greenhouse CUP Amendment (first) April 27, 1999 - Ropes Course CUP Amendment September 14, 1999 Parking Lot Reconfiguration, Added 97 Stalls CUP Amendment August 22, 2000 Greenhouse CUP Amendment May 9, 2000 Ropes Course Change of Hours CUP Amendment Attached for reference: Exhibit 1: Approved High School Site Plan --1991 Exhibit 2: Schematic Landscape Plan with Stadium Bleachers --1991 Exhibit 3: Excerpt of June 20, 1991 Planning Report High School Stadium Planning Report Page 2 Exhibit 4: Existing Conditions / Topographic Survey Exhibit 5: Removals and Tree Protection Plan Exhibit 6: Site Layout Plan and Details Exhibit 7: Grading and Drainage Plan Exhibit 8: Landscape Plan Exhibit 9: Stadium Lighting Plan and Sound System Details Exhibit 10: Bleacher Plan — Home Side Exhibit 11: Bleacher Elevation - Home Side Exhibit 12: Bleacher Plan — Visitor Side Exhibit 13: Bleacher Elevation — Visitor Side Exhibit 14: Press Box Plan, Elevations and Sections Exhibit 15: Development Application, CUP Addendum Information Exhibit 16: January 2, 2002 Neighborhood Meeting Information Exhibit 17: Parking and Traffic Assessment Report Exhibit 18: Sound Impact Assessment Information Exhibit 19: Memo from Lindy Swanson, February 6, 2002 Exhibit 20: Memo from Kathy Widin, February 8, 2002 ANALYSIS Proposed Stadium Components. The stadium is proposed at the location of the existing play fields and track which is consistent with the original schematic plan for a stadium presented in 1991. The components of the proposal include the following: 1. Home grandstand (providing seating for 3,418 persons (based on an 18 inch per person seating design capacity), or seating for 2,849 persons (based upon a 22 inch per person seat width standard specified in City of Oak Park Heights Zoning Ordinance, Section 401.15.F.4.g for calculating the parking spaces. 2. Visitor bleacher (providing seating for 1,284 persons (based on an 18 inch per person seating design capacity), or seating for 1,051 persons (based upon a 22 inch per person seat width. 3. Stadium lighting system (including four 90 foot high poles with hooded /shielded fixtures to reduce spill from reaching the properties south of the stadium and to provide consistent light levels over playing field area). 4. Sound system (consisting of speakers mounted on the press box roof (home side) and on the stadium light poles (visitor's side). 5. Spectator entrance (from the existing parking lot north of the existing running track). 6. Ticketing area (consisting of fencing and gate ticketing areas). High School Stadium Planning Report Page 3 7. Home /visitor spectator paths (consisting of homelvisitor spectator separation via fencing and paved walks). 8. Press box — prefabricated modular building (measuring 60 feet long by 8 feet wide with a photo platform on the press box roof). Comprehensive Plan. The Comprehensive Plan, Proposed Land Use Plan Map designates the High School as a school facility land use. The school building, parking lots, recreational fields and facilities, and the environmental learning center are all consistent with the Land Use Plan and the Comprehensive Plan policies and text. High School Enrollment. The District has provided past enrollment numbers and projections for the High School to the year 2003. The District has indicated that past numbers do not indicate a correlation between enrollment and attendance at stadium events. From 1997 through 1999, the High School posted a net enrollment increase of 134 students, while aggregate attendance at varsity home football games over the same period posted a net decline of 2,588 spectators. Enrollment for December 2002 was projected at 2,275 students. A slight decline is expected for December of 2003 of 2,244 students. The winning or losing record of the football team may have more to do with maximum attendance at the stadium that the actual enrollment of the High School. Stadium Use. The District has provided information on the major events held at Miller Stadium in 2001. In addition, information on football attendance and soccer attendance for the years 1997 -2001 has been provided. The stadium will be used for Fall varsity and junior varsity home football games and soccer games as well as Spring home track and field events. Other attractions held at Miller Stadium in 2001 included Drum Beauty and the American Cancer Walk. Varsity football games have attracted the most spectators ranging from a low of 1,589 to a high of 4,464 spectators between the years of 1997 to 2001. Four varsity home games, usually on Friday nights, are held each year, one of them being homecoming. The historical attendance records for the homecoming event in the last five years have ranged from a low of 3,645 spectators to a high of 4,464 spectators. The information from the District indicates that the numbers above do not include direct participants and student/adult season passes. District officials indicate that approximately 300 student/adult passes are sold each year. This would have impact on the projected parking stalls needed for stadium events. Soccer attendance information has also been provided with none of the events exceeding 400 spectators at a game in the last five years. The District should also provide information, if available, for track meet attendance. The Planning Commission and City Council should review the utilization of the stadium and its effect on the neighborhood and determine if any limitations should be placed on hours or days, such as Sunday use. High School Stadium Planning Report Page 4 Stadium Lighting. A four pole lighting system has been proposed with two poles placed on either side of each bleacher structure. The 90 foot poles are proposed in that they will reduce glare and spill to a minimum level. Use of a lower pole and fixtures would increase the horizontal glare and spill of light. Each pole will have 20 fixtures that will not comply with the 90 degree cutoff requirements of the Ordinance. Both the pole height and the fixtures do not comply with Section 401.15.13.7 of the Zoning Ordinance. As indicated, that same ordinance section allows outdoor recreational uses that do not comply with the lighting standards, be reviewed and approved via a conditional use permit. That conditional use permit is subject to the following conditions: 1. No outdoor recreation facility whether public or private shall be illuminated after 11 :00 PM. 2. Off- street parking areas for outdoor recreation uses which are illuminated shall met the requirements stated for commercial and industrial applications as found in Section 401.15. B.7.f.2), a, b, c, e, and g. 3. The provisions for a conditional use permit, Section 401.03.A.8 of this Ordinance, are considered and satisfactorily met. A photometric plan has been provided for the proposed stadium indicating the field will be lit to an average of 50 foot candles. Section 401.15.B.7.d of the Zoning Ordinance indicates that the light level at an adjacent property line shall not exceed 0.4 foot candles. The plan indicates that the light levels will not exceed 0.4 foot candies at the southerly property line. This is the point where the stadium is closest to the property line and the residential neighborhood to the south. The light levels were estimated both with the meter pointed at the fixture and at a horizontal plane. The District has indicated that the initial construction of the stadium improvements may exclude field lighting. As part of this application, the District is looking for lighting approval, but may delay construction of the lighting system until funding is available. As a result, events typically conducted during the evening hours such as Fall varsity football games would be held earlier in the day without the need for artificial lighting. For these events, a start time of 5:00 PM is anticipated. The Planning Commission and City Council will need to consider whether it will allow the District to delay the stadium lighting, and if so, place a one to two year timeline for construction. Public Address System. The District has provided plans and product literature for the proposed stadium sound system. The design of the system has taken into account the proximity of homes to the south with speakers that will be located and positioned on the underside of the press box roof (home side) and on the stadium light poles (visitor's side). If construction of the stadium lighting is deferred, alternative temporary mounting of the visitor's side speakers may occur or be delayed pending later installation of the lighting poles. Locations of the sound system speakers is located in the plan sheets and the Sound Impact Assessment report prepared for the District by David Braslau Associates Inc. High School Stadium Planning Report Page 5 The Sound Impact Assessment report examined the locations and orientation for loud speakers to cover the home and visitor bleachers while limiting the off site sound level systems for the residences to the south and west. Section 401.15. B.11 of the Zoning Ordinance indicates that "The emission of noise by any use shall be in compliance with and regulated by the State of Minnesota Pollution Control Standards, Minnesota Regulations NPC 7010, as may be amended." The State noise standard for loud speakers is the L10 standard which is the sound level exceeded for more than six minutes and less than 30 minutes of any hour. The maximum limit for day time hours (7:00 AM to 10:00 PM) is 65 dBA. After 10:00 PM, it is 55 dBA. Officials from the MPCA also indicated* that the sound system should be constructed under the L50 standards. The maximum limit for daytime hours under that standard is 60 dBA and after 10:00 PM is 50 dBA. Additional review under the L50 standard shall be required by the District's sound consultant. Information provided in the Sound Impact Assessment, under the L10 standard, indicates a map labeled Figure 6 that illustrates the limits of the 75 dBA and 65 dBA areas. All of the adjacent homes (the closest which is about 600 feet from the bleachers) would be within the standards to 10:00 PM. If lighting is provided for the stadium, the anticipated completion of games is 9:15 to 9:45 PM. If a game extends past 10:00 PM, the sound levels will need to be reduced to comply with the standards of 55 dBA. The assessment also analyzed the impact of crowd and band noise. The analysis indicates that combined crowd and band loud speaker noise would be at about 62 dBA. If such an event were to occur after 10 :00 PM, the loud speaker use would need to be limited so as to not adversely impact the adjacent neighborhood. Bleacher /Building Design. The home side grandstand consists of a structure 264 feet long by 22 rows high for a net seating capacity of 3,418 (based upon 18 inches per person seat). The visitor bleachers measure 138 feet long by 15 rows high for a total net seating capacity of 1,284. The bleachers will be constructed of hot - dipped galvanized steel framing with aluminum seats and foot planks. Aluminum riser boards may be colored either black or red to be consistent with High School colors. The High School complex is not subject to Design Guideline standards in that it is zoned 0, Open Space. The Design Guidelines are only applicable in commercial and industrially zoned properties in the City. Press Box. The press box is a prefabricated modular building measuring 60 feet long by eight feet wide which will be installed on the home side bleachers. A photo platform is located at the top of the press box. The press box will be enclosed with maintenance free vinyl siding in earth tone colors to complement the bleacher construction. The District should provide material and color samples of the bleachers and press box for Planning Commission review. High School Stadium Planning Report: Page 6 Rest Room Facilities. The District has proposed utilizing portable satellite units for stadium events. The location of these satellites is included on the site plan. Jim Butler, City Building Official, has indicated that he will confirm the exception to allow the District to utilize satellite facilities instead of permanent rest room facilities. The District will need to provide plans on how the satellite units can be successfully fastened to the ground when used for events. The locker rooms located in the High School building will be used for all game participants. There are no locker rooms to be constructed into the bleacher systems. Spectator Entrance Gate. The site plans indicate a future concession /ticket/rest room facility at the main entrance to the stadium. This facility will not be constructed at this time and will not be included as part of this approval. The current proposal includes dedicated gates for home spectators and for visitor spectators. The District may utilize transportable ticket booths at the ticketing area during events. Staff have noted that there is no provision for lighting from the parking lots through the gates to the bleachers. The District should address this lighting as part of this proposal. An emergency vehicle access drive and gate has been provided on the visitor side of the stadium. The area would be paved and accessed off the existing drive on the south side of the High School building. The access drive and gate should be accessible at all times for emergency vehicles and is subject to review and approval of Lindy Swanson, the Police Chief. The Police Chief has also suggested that the District provide an emergency evacuation plan for the stadium. Fencing. Existing chain link fencing (eight foot height) will be re- designed and new fencing provided to secure the site. Fencing will also be constructed adjacent to the running track to separate spectators from the field of play. The fencing plans are included on the site plan and are compliant with all standards in Section 401.15.E'of the Zoning Ordinance. Score Board /Signage. The District has not provided any plans for a score board or signage on the stadium structures or in the project area. All signage will need to comply with Section 401.15.G of the Zoning Ordinance. The District shall submit a plan for the score board and a signage plan if required. Landscaping. The landscape plan indicates that on -site evergreen trees will be transplanted and that disturbed areas will be restored after construction. Kathy Widin, City Arborist, has provided specific recommendations related to the landscape plan in her report. All landscape and transplanting plans are subject to review and approval of the City Arborist. Grading, Drainage and Watershed Approvals. Dennis Poster, the City Engineer, has requested drainage calculations for the proposed changes on site. The additional hard cover may require changes to ponding or drainage systems in the area. The High School Stadium Planning Report Page 7 MI grading and drainage plans are subject to review and approval of the City Engineer and applicable watershed authorities. Trash Receptacles. Trash receptacles are placed throughout the site as indicated on the site plan. Traffic. Access and egress for the High School is accommodated through three points serving the property including: a) the main access point on 58 Street, b) the bus access on 58 Street, and c) the driveway on Highway 5. The main concerns with traffic include the main entrance at 58 Street and Neal Avenue and at the intersection of Highway 5 and 58 Street. Additionally, the PM peak hour traffic flow in the area will coincide with a 5:00 starting time for games on Friday. The Parking and Traffic Assessment, prepared by David Braslau Associates Inc. and Benshoof and Associates Inc., concludes that all intersections will operate at Level of Service (LOS) C for all time periods, although some individual traffic movements would be at a LOS D. This analysis was for a Friday evening peak hour, with a football game at the stadium. An analysis of the traffic study and impact of the stadium is in the process of being prepared by the City Engineer and will be distributed prior to the Planning Commission meeting. Comments of other staff related to traffic are found as follows: 1. Off duty police officers, a maximum of four, shall be utilized for all football events. 2. Police officers may need to bypass the semaphore light and have police officers and "off duty officers" employed as security be able to take care of the traffic issues. This may take a number of City police officers away from other events that could occur in the community at the same time. 3. A fee should not be charged for event parking. This could result in stacking problems on City /stadium roadways and create traffic issues. 4. Games should not begin before 5:00 PM to reduce the conflict of normal school operations and stadium use. Parking. The original conditional use permit, approved in December of 1991, set the parking standards for the High School. The conditions of approval stated that "The City may require the applicant to upgrade or add additional parking spaces so as to provide for additional growth or use of the facility to be constructed by the applicant as student population increases." The ratio, established in the conditional use permit, to be used to require additional spaces was one parking stall per 2.5 students. In 1992, the facility was constructed with 819 parking spaces. Since that time, 97 additional spaces were added with approval by the City in 1999. The Parking and Traffic Assessment Study indicated that additional stalls will be added by re- striping the bus corral. The District indicates it will have a total of 992 parking spaces on campus. With a December 2002 projected enrollment of 2,275 students, the parking requirement under the conditional use permit approvals would be 910 parking stalls. The District shall provide plans for High School Stadium Planning Report Page 8 re- striping any portions of the existing parking lots for review under this conditional use permit request. Section 401.15.F.9.b of the Zoning Ordinance establishes a requirement of one parking stall for every eight seats of stadium seating. Further, the Zoning Ordinance provides a standard of 22 inches for each seat in a stadium for calculating parking requirements. Based upon a 22 inch standard, that stadium seating count would be 3,900 seats requiring 488 parking stalls. The stadium plans contemplate a design capacity of 4,702 seats (based upon the 18 inch per person seat standard). Applying the Zoning Ordinance 1:8 ratio to this design capacity, the Code would require the provision of 588 parking stalls. Based upon either the City's seat standard, or the design standard, the proposed parking in place would be in compliance with the parking requirements of the Zoning Ordinance. The Parking and Traffic Assessment Study provides a detailed accounting of the existing parking stalls available on the campus. Table 2.1 of the study projects the overlap of parking utilization for stalls used at 5:00 PM on a Friday school day versus what would be available for stadium use. It was projected in this study that 892 stalls would be available for a stadium event. Expected parking demand for an event of 4,500 people would result in a parking demand from 1,280 vehicles utilizing a 3.5 persons per vehicle occupancy to 1,500 vehicles with a 3.0 persons per vehicle occupancy. Based upon these assumptions, from 388 to 532 vehicles will need to find parking at off -site locations for the one game per year that would generate such attendance. The District has proposed to use alternative parking areas to address this issue. The St. Croix Valley Recreation Center has 450 parking stalls, the Stillwater Junior High School has 500 stalls, and Lilly Lake Elementary has 130 stalls. The District projects that eight buses would be utilized to provide this service, for a total of 34 to 40 bus trips. The Planning Commission and City Council must consider this alternative for addressing the parking shortage for possibly one event per year at the school. Other alternatives exist such as ride sharing programs for both adults and students which could be beneficial. The District could also be asked to increase the amount of parking on the campus, although the Zoning Ordinance standards and conditional use permit conditions under which the High School operates would not require additional parking stalls. The key to a successful shuttle system would be significant communication and education by the District so that spectators will realize the alternatives to parking on site before driving directly to the High School. The Police Chief has suggested that the District utilize flag persons working the parking lot for certain high attendance events to assure that the vehicles are properly parked and to ensure that the parking lot access is closed when the lot is full. The flag persons can also ensure that all drive aisles are accessible, especially for emergency vehicles and equipment. High School Stadium Planning Report Page 9 Conditional Use Permit Criteria. As indicated, an amended conditional use permit is required to allow construction of the stadium and related improvements to the site. A conditional use permit is also required for the height of the lighting poles and to allow fixtures at other than a 90 degree cutoff. The criteria for review of a conditional use permit is found in Section 401.03.A.7 of the Zoning Ordinance is found below: 1. Relationship to the specific policies and provisions of the municipal comprehensive plan. 2. The conformity with present and future land uses in the area. 3. The environmental issues and geographic area involved. 4. Whether the use will tend to or actually depreciate the area in which it is proposed. 5. The impact on character of the surrounding area. 6. The demonstrated need for such use. 7. Traffic generation by the use in relation to capabilities of streets serving the property. 8. The impact upon existing public services and facilities including parks, schools, streets, and utilities, and the City's service capacity. 9. The proposed use's conformity with all performance standards contained herein (i.e., parking, loading, noise, etc.). Conditional use permit approval for the lighting issues are recommended in that the lighting plan as presented will minimize the amount of glare and light that would extend onto neighboring properties. In this case, a shorter pole height would likely increase the chance of glare and light extending beyond the property. The - plan adequately addresses the lighting standards in terms of light levels at the southerly property line. Variance Criteria. A variance is required to allow the bleachers and press box to exceed the required height of 12 feet for accessory buildings. The home side bleachers have a height of 43 feet 8 inches and the visitor bleachers are 24 feet 8 1 /2 inch to the top of the railing. Additionally, two loud speaker poles and horns would extend within three to four feet above the railing on the top of the press box. Criteria for variance review are found in Section 401.04.A of the Zoning Ordinance as found below: &A Review Criteria. In considering all requests for a variance and in taking subsequent action, the Planning Commission and City Council shall make a finding of fact that the proposed action will not: a. Impair an adequate supply of light and air to adjacent property. b. Unreasonably increase the congestion in the public street. C. Have the effect of allowing any district uses prohibited therein, permit a lesser degree of flood protection than the flood protection elevation for the particular area, or permit standards which are lower than those required by State law. d. Increase the danger of fire or endanger the public safety. High School Stadium Planning Report Page 10 e. Unreasonably diminish or impair established property values within the neighborhood, or in any way be contrary to the intent of this Ordinance. f. Violate the intent and purpose of the Comprehensive Plan. g. Violate any of the terms or conditions of Item 5, below. 5. Conditions. A variance from the terms of this Ordinance shall not be granted unless it can be demonstrated that: a. Undue hardship will result if the variance is denied due to the existence of special conditions and circumstances which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures or buildings in the same district. 1 } Special conditions may include exceptional topographic or water conditions or, in the case of an existing lot or parcel of record, narrowness, shallowness, insufficient area or shape of the property. 2} Undue hardship caused by the special conditions and circumstances may not be solely economic in nature, if a reasonable use of the property exists under the terms of this Title. 3} Special conditions and circumstances causing undue hardship shall not be a result of lot size or building location when the lot qualifies as a buildable parcel. b. Literal interpretation of the provisions of this Ordinance would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of this Ordinance or deny the applicant the ability to put the property in question to a reasonable use. C. The special conditions and circumstances causing the undue hardship do not result from the actions of the applicant. d. Granting the variance requested will not confer on the applicant any special privilege that is denied by this Ordinance to other lands, structures or buildings in the same district under the same conditions. e. The request is not a result of non - conforming lands, structures or buildings in the same district. f. The request is not a use variance. g. The variance requested is the minimum variance necessary to accomplish the intended purpose of the applicant. h. The request does not create an inconvenience to neighboring properties and uses." Building height variances for the High School were granted in 1991 as part of the original approvals. The Planning Commission and City Council should review the criteria and determine if any of the factors are adversely impacted by the proposal to construct the bleachers and press box at a height of more than 12 feet. High School Stadium Planning Report Page 11 RECOMMENDATION Based upon the preceding review, City staff recommends approval of the amended conditional use permit to allow a stadium at the Stillwater Area High School, a conditional use permit to allow a variation in the standards for outdoor lighting to include a 90 foot light pole height and fixtures at other than a 90 degree cutoff, and a variance to allow the two stadium bleacher structures and press box to exceed the building height standards for accessory buildings. The proposed project is generally consistent with the provisions of the Comprehensive Plan, the Zoning Ordinance, and previous approvals granted to the District. Parking and traffic are the primary issues with any intensification of use on the High School campus, but the District has made reasonable efforts to address those concerns with this proposal. Therefore, our office recommends approval of the request subject to the following conditions: 1. The District shall provide historical information on track meet attendance. 2. The District should analyze the impact of student/adult season passes on the overall parking demand for highly attended events of over 3,000 persons. 3. No activity at the stadium shall be illuminated with the outdoor lighting system after 11:00 PM. 4. The Planning Commission and City Council should comment on limiting utilization of the stadium to certain times or days of the week. 5. When constructed, the outdoor lighting system shall be tested to assure compliance with the lighting requirements found in Section 401.15.B.7 of the Zoning Ordinance. Meter readings shall be provided to the City in compliance with methods of measuring light intensity as found in the Zoning Ordinance. 6. Stadium lighting shall be constructed and operating within two years of the time of initial completion of the stadium complex. 7. The District shall provide additional sound analysis for the stadium utilizing the L50 standards addressed in the State MPCA Standards. 8. All events held at the stadium shall comply with State MPCA standards applicable to sound. The City shall require limitations on use of loud speakers if noise levels are found to exceed State MPCA standards. 9. A lighting plan shall be provided by the District indicating provisions for lighting the area between the parking lots to the entrance gates and bleachers. The plan shall be subject to review and approval of the City Engineer. High School Stadium Planning Report Page 12 10. The emergency access drive and gate shall be accessible to emergency personnel at all times subject to review and approval of the Police Chief. 11. The District shall provide an emergency evacuation plan for the stadium, subject to review and approval of the Police Chief. 12. The District shall provide plans for securing satellite toilet facilities to the ground, subject to review and approval of the Building Official. 13. Any plans for signage shall comply with Section 401.15.G of the Zoning Ordinance and be subject to City review and approval. 14. Any plans for a score board shall be submitted to the City for review and approval. 15. All landscape and transplanting plans shall be subject to review and approval of the City Arborist. 16. Drainage calculations for the proposed changes to the site shall be submitted to the City Engineer. All grading and drainage plans shall be subject to the review and approval of the City Engineer and applicable watershed authority. 17. The Parking and Traffic Assessment Study, prepared for the School District, shall be subject to review and analysis of the City Engineer. 18. A minimum of four security officers shall be provided by the District for all home football games and highly attended events of over 3,000 persons. 19. A parking fee shall not be charged for any event held at the stadium. 20. Highly attended events of over 3,000 persons shall not have a starting time earlier than 5:00 PM on a weekday. 21. The District shall provide plans for re- striping existing parking lots, subject to review and approval of the City Engineer. 22. The District shall provide material and color samples of the bleachers and press box for Planning Commission review and approval. 23. The District shall utilize off -site parking facilities and shuttle buses for any event that may exceed the parking capacity of the stalls available on site. The District should provide a plan for off site parking, detailing when it will be put into effect, and how it will be implemented, subject to review and approval of the City. High School Stadium Planning Report Page 13 24. The District shall utilize flag persons in the parking lot for all highly attended events of over 3,000 persons to assure proper parking and for closure of parking lot access when the lots are full. 25. This approval does not include the future concession /ticket and rest room facility. Detailed plans would need to be submitted for amended conditional use permit approval at the time of proposed construction. pc: Kris Danielson Mark Vierling Jim Butler, Building Official Lindy Swanson, Police Chief Dennis Postler, City Engineer High School Stadium Planning Report Page 14 _... _ • 2 1 7 rl+•+wS'H q +M1 { xM T ,,.. ..:,.:,.. IOOHO S HOW �i OIN 3 S ,OO l Of-M silt. 7/n •VA -h-twa � „l #I If silt. rin ON Irwo. ..V MRL +NM 11.1.1{+AN b31dM�lI1S lItSS rMwwwMt +w•ap 1�•rRw1141 INS IV r11, UAuns 31iS .a/wh'.Rwwa �i1• ••fIw►.ww•i111� y 1• „N11 • - - .INII t /M11N. .. t.i- N.e•�y� - �,'rya�c, o'tZ l vin No air >♦ of N L LYWI M •S3 1�11s•+'q i�i'>��� ,Es dN� W��a� 1Hyt�H - .. .. ... PS , . j - T... �t.r::' I t r ! ../ t t - • �/ - r �.rr1 �1e+.. •r�.n.r «.�r1. ,. , . —� i ' � %�1;� •• r - ♦ . . . r • ♦ .�j• r- r I P • t -I .,... I :.. • ..rr ...,« ._ -., . -.•• -♦ ♦r- »• I�• _:'i - • i - tr % 'f! 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'1► '.1•: ;� T �-. • • f .._ • • /, ` y�yw - a • - ' • /• • }� •. ��' • .Y.N.N •N ..N - i . • � /rJ 1 �`� �! � ' i ' / '�'+��•'�•. ' �, iii. �. / VIO or { f 1. 1 • 1 t ( t / N t; i tt 2�3i nay / r / r . ? / ! .�!•l t ' ry - r'07 p9 { 1 / ' t • + 1p IF a7.sLy '`; � �3i.�•'s_�.ss� � ` / ,� ,. , r r ;. ' 1 • '1"w1tJ1 »� t , � � r . _T ; f r • . ' � t , � t :rte -- :..: -•'� • r � � t 1 • I I t Off-street Loading. Loading berths appear to be provided at the south side of the building by the kitchen and at the north end by the theatre stage entrance. The south loading area appears adequately located out of traffic flow, and sufficiently designed to accept tractor trailers, however, the north dock may be in conflict with the bus traffic depending upon what time of day deliveries are made. More detailed plans of the loading berths must be submitted for proper review. Structure Location, As proposed, the high school structure meets all required setbacks. Upon review of the collector street location, it was noted that a right -of -way easement of 80 feet will be required for the collector. Forty feet will be dedicated from the school property and 40 feet from the property to the north. With this right -of -way in place, the school building will be 'approximately 40 feet from the edge of the right-of-way. The School District wil.l need to comment on the acceptability of this and indicate the right-of-way in the site plan. I N. Height limit for all structures in the 0 Zoning District is 35 feet. Landscapinq. The preliminary landscaping plan shows a screen along the south boundary line consisting of a berm and a chain link fence. This entire area is going to be filled in with 200 Spruce trees transplanted from other areas. The entire parking lot and school building must also be screened from the residential areas on the north. The parking lot must have a perimeter curb barrier around the entire parking lot. The curb barrier shall be no closer than five feet to any lot line. Due to the size of the parking lot, our office recommends that the end islands be landscaped to break up the visual impact of the large areas of asphalt. A complete landscaping plan must be submitted for the entire grounds and the parking lot showing location and species of vegetation per Ordinance standards. Athletic Fields. The site plan proposes a number of baseball, softball, football, soccer fields, track and field facilities and tennis courts. .Field orientation of the main baseball field is within acceptable orientation standards. Main softball field orientation along with practice softball and baseball fields do not meet standard preferred orientation. To provide for the best orientation from the sun, it is suggested that these fields be realigned.to a northeasterly direction. 6 EXHIBIT 3 Main baseball field is approximately 1,000 feet from the parking lot following the walkway system on the site plan. The site plan does not identify any emergency vehicle access to the main baseball field or football field. The plan does illustrate a path approximately 10 feet wide that leads,to the.. football and baseball fields. If this is the emergency vehicle access, it must be designed such that the emergency vehicles have easy access and constructed with a load bearing capacity to the main fields. If any fields are to be lighted, they should be located centrally most as possible so as not to cause any glare problems to residential areas. The tennis courts and the soccer fields are located very close to the ponds. Due to the steep slopes leading down to the ponds, fences may be needed to keep balls out of the ponds. our office raises the concern of the large amount of grading required to provide level soccer fields around the ponds. It is important that the developer address this issue in the grading plans. Maintenance of. overlapping football /baseball, softball fields becomes difficult due to intensive use of areas over long periods. Adequate steps must be taken to maintain sod conditions on these fields. Field sizes are to be within applicable athletic standards. The school architect has informed our office that the main football field will not have, any seating at this time, but future plans may include a stadium on this site. If the School Board does elect to construct a stadium in the future, they will be required to submit plans for City review to address lighting, parking, and any other impacts. Grading and Drainac,�e. Preliminary plans have been submitted to our office for review. The grading plans show that to level the playing fields by- the ponds, elevations will be cut into rather than filling to make level fields. All grading and drainage plans are to be reviewed with comment by the City Engineer prior to any permits being issued. Environmental Study Area. Consideration should be given to providing fencing around certain areas of the school site to avoid the possibility of students wandering onto private land. Lighting A complete lighting * plan must be submitted to the City illustrating the lighting of the site, type of lighting used and - how it will be shielded or hooded to prevent glare onto the City streets and the residential neighborhoods. rOPOOMPHIC, L 77ON AND U77LITY SURIEY Fop 877LL WA 1&-H AREA HIGH SCHOOL. • %KoNd In pK NrlMpl OprlM w 8arl>ygl Iilrorl« u S 41, s •� aa1 t awe 2% *"P 3% woar�Uyts. rd1.111� !1� &Wit " I 1 ,�. Ic t • rt►tr +� / iir• CRtit•r41� 1iN3 ' • evil OVA is1Ft -i Ipri � � �1•• � e • rry1F � 11aiN 1 � � 1 1 a 111 y • f � • - �.. MA.� � � • t; • llr� • rli<1 • al�fs • M1a� • a� h % % T % 1 1 ta ta tFir J M11+�ti0Ytt rria[ tllwe oetAtT 111: oil ��--- �c• ' � .tesa_,_ au• i1� . 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W p • _ \.. :,►' �•:, :- ;:, £mo .:— ° id Ur INTUMPIOUS WEAR COURSE uj ca TACK COAT r tr BITUMS10U13 SS+IDER CI E { LEGEND SITE DIMENSION AND LAYOUT NOTES. '' •� ' «'.r t?� ' •• ts�►: 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB OR CENTERLINE Of FENCE • + REFERENCE KEY TO SITE DETAILS UNLASS OTHmtwm HOTEL 0 /sM�■ t StSttlfsl��piltSilrS�llaMlsi OETAILLD: NUMBER (TOP) S�STMISI4SI an mannom C2 SHJ~ET HUMBER TTO lMSflKa1l� rawr�s►oarssilatlS�as @O M1 L CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. um ! PROPOSED MEDIUM DUTY O T Ae�REiiA►TL SASE COURSE < • BITUMINOUS PAVEMENT S t; ;•� PROPOSED BASE • • E7asms SUSGRADE AGGREGATE PAVEMEMT • PROPOSED STADIUM LIGHT POLE EXHIBI S CALE: ~" = V ..... . 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Aw i r «« k t� • r1•r 1 l ! ! / z �� ''t, r sites • �, / �,�„ j f a t ! 1 j t ! i �` �� r :�" ; •orb: 1 tirss 1 f � j f I ! j � i f • t� ' OPIC . ter .... to ,.,..... w» ••» «...r ..fIJaA ,,,, •"'?ir• «• satL -. •+- M � .�.......... � i w.. - «•, wt .... ...�. y ».• ... .............. .... ... —• —�- r � ^ J6• � � ••,;u •t8p -•�'; ore _ tt ''�' 1 1 i l I �.'' I i 1 ! •r �. �:_t ., �RI7 """'• w t •�� «•..•- f s � 's f'' Wt �' • - asf�s ! - � NjT � •-•s t _ O.,a 1 �" a rit� G ' �RRi � ' ir fds FENCE AUGNMENT CORR"PORM TO PROPOtTY LINE NOT FOR CONSTRUCTION- CITY REVIEW ONLY Sheet STADIUM IMPROVEMENTS STILLWATER AREA HIGH SCHOOL City of Oak Park Heights INDEPENDENT SCHOOL DISTRICT N34 STILLWATER AREA PUBLIC SCHOOLS STILLWATER, MINNESOTA of U . A"ERSON- JOBNSON "so C"TB'S, �I I1YG LtNDS X AXCf11TfiC1WW S�l?B' PLANMNQ • CM ENOMEM0 t i7g)swim )w(riO544412v 1 hereby codify that this plan was prepared by me or under my direct supervlston and that 1 urn a duly tlSensed Professional Engineer under the laws of the 'Slats of Minnesota. DANIEL L JOHNSON Reg, No. 17279 p 1/ 31/02 `_• 1 's J* r �" as• t ♦ t ! ! J ;i j l� J � ! J l ,r . i GRADING AND DRAINAGE PLAN Project No. 01124 Date lain DMwn By JRP Ck. By ItL? 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CORRESPONDS TO PROPM7Y LINE NOT FOR to - N - CONSTRUCTION .CITY REVIEW ONLY Spool STADIUM IMPROVEMENTS STILLWATER AREA HIGH SCHOOL I hereby certify that this plan was Project No. 01124 City of Oa Park Heights AMEMON- JOI>t'UON Prepared by me or under my dirool AtStSOCLlT superwslon and that 1 alp a duly LANDSCAPE Oate .40110i i licensed Professional Land Arch Drown By .1FIP INOEPENaENT s CHOOL DISTPJCT r INC N1MMM under the lows of the slate PLAN Ck. By o of Mlnnesola. STILLWATER AREA PUBLIC SCHOOLS LA)0W4PBdRC?flrAt7 = - MTEPLAANM CJVJL Revisio - STILLWATER. MINNESOTA IV$ 001M PALLVA040 i1== u OdUM s AIWIJ4 ?y of 12 PAZ(YAQ 14441" PNOd y $4"J" JAY R. POMEROY Reg. No. 23543 Rate 1131/0 1 At r W - 3 •~ 14!l a L ►.ew..•rr.rwa.w• ATOL IAN c 1•at.at�s L rcr•ra•wtttL HIGM SCHOOL tea lci Z' `"rr�«"itrr"'w►M.r•• "r"'s H�13HSCHO . COTBALUrRACK t�.aw�T� e � �lst ^ .°• . 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Sr y . 3111.Oe•t�1laf,aA•_ptttalN �3�.►�M� STADIUM LIGHT . �°d1A �94 H POLES • ELEVATIONS f.,..wda...:LS.+Jpi.� o . • scum INI= ■1�lrlaetoro N J I . . f r I L) 11f• berlirlrltwdwsrwleMlN .•,cic►anle9eMt •.' • r T r+ r. e,► rtewr ...11.rat.arw..e,•wr.�a... 0: • r 1i• ,- ► ' '...1 s Z S ••t q � W Lu ,:. a s � :�� LIGHT LEVELS (EXTENDED SCANS 30 ' GRID): � o SOUTH PROP. LINE LIGHT LE 4" 3 VELS., :� � INITIAL LIGHT LEVELS - • . � � y - TOP MAX. PLANE (POINTED AT - TOP -�� ap QJ zF !MAINTAINED LIGHT LEVELS - BOTTOM HORIZONTAL P- BOTTOM . � ui m �• _ ' GENERAL NOTES - LIGHTING AND SOUND SYSTEM ='; • , t. LIGHT POLES (4) To Be so- "EIGHT. L EACH POLE HAS 20 FWURES TO PROVIDE LIGHT LEVELS SHOWN, i••�' 0 • • ' - !' 3. REFER TO 'CUT SHEE'13• FOR sPECU1C PRODUCT INFORMATION. i u o 4. PER CIY RECriIIRElrIEliTS, LIGHT LEVELS AT SOUTH PROPERTY LIKE 3NALL '» • ► :- . i NOT EXCEED FOUR-TENTMS PA FOOT CANDLES EITHER AT INITIAL USE OR EXHI 9 ..v �. • � • . MAINTAINED USE {PROVIDED}c s >= l oom ► '� _ S. SPEAKER LOCATIONS: HOME S MOUNTED To PRESS sox ,o A BOVE R • . vlalTOR 5 slaE: MouNt1=D To ST ADI (-10 UM LIGHT POLES { -W HIDQHr�, SOUND SYSTEM![ SPEAKERS .. MOUNTED ON POLE' ,� h w $ 9 10 `" ' •' 4 A mong �. I$ 0 18'•-0' 18' c 18'-0' 18'-0' 18'-0' 18 11 _ r 12 13 14 15 --- a D Z • .. a. w Q Q a --e o- CD _._. p-. p = c a w UJ x UD w T i i I Q n w RAMP —S DETAIL THIS SN �+E•� J c - - _ GG7 p� i -- N # n. ac: p_._ Q 0— 4 o . g Q f - `�� i 0. q •b 10' -0" PREFAB STARTER RAM ' 6' -0" 1:20 RAMP :T n I FOOTING LAYOUT � 1:20 RAMP � 1.20 RAMP I 1 :.. NO SCALE 2819 TOTAL NET 18 SEATS • 5' -1" LANDING 5 ' -1" LANDING 5' -1" LANDING • Q 3 0 TOTAL NET 33 WHEELCHAIR SPACES RAMP L AY OU T .2849 TOTAL SEATING CAPACITY c�v� OUT (BASED ON 2 SEAT cv NO SG�ALf * 3418 SEATS (BASED ON 18" SEAT #FrDTH) o . • 6' -0" PRESSBOX LANDING � •• 264 � • r 31 *-6& 4'-0' 61'-b' TYP. \ r +'-d' 62'-0' 61-6 f-r 3I' -6' 6 ' — o " , ...._... .. PR SS X w • r j l � I� � �"� j j } rry k � � 1 � j r � � . � • r j`ftr r• r r L ! r r r r r . � • r r r r M z o LLI I r = X !s 17 a so > 02 0 � c a. at d r r I r • • + i t C i • � 6 r r � � � � f l � � f ! � o r � � � r � � i �a.� w ; T�• r r s � •- ° uj MID AISLE HANDRAIL TYP. TYP. 1' -6' 5' -8' • TYP. TYP. SEATING LAYOUT LIJ . NO SCALE N LL • 0 EXHIBIT �-- 1� r >m 0 H 4 2 m w • a -coca; DESIGN LOADING SEATING AISLE AREA TREAD L SEAT AREA (GROSS AREA) 200 PRESS BOX (60' x W)— psf REFER TO SHEET BS • SEAT (PERPENDICULAR SWAY) 10 tbs /tf. SEAT (PARALLEL SWAY) 24Ibs /tf. ' ui HANDRAILS tPERPENDICULAR) 50 tbs /tf. HANDRAILS CVERTICAL) 100 tbs /If. W 0 SEAT L TREAD 120 Ibs /tf. H! 8' -0" PRESS80X BASE = _ NOTES �, H F D Q 'Q .111 ,, W t. STRUCTURAL SHAPES MEET ONE OF THE �� I G i• A i --j .W.+1 O A36 / 50, 50 6, V,1 = A529-50, OR A500 GRADE B. A i i I 2. WE LDS MIG. ALL AROUND WITH TYPE ER70S -5 A = 2 X 30 ANODIZED ALUMINUM SEAT ., 8 2 X 8 MILL ALUMINUM TONGUE L GROVE TREAD 3. ALL STEEL TO BE HOT'DIPPED GALVANIZED E N r C a 2 X 10 MILL ALUMINUM TONGUE L GROVE TREAD I } s .. TO A.S.T.M. A- 123 -89 oel. D s 1 X 12 PAINTED ALUMINUM CURVED RADIUS RISER 4. STRUCTURAL BOLTS ARE HDT DIPPED GALV. AND D E 2 X 2 -I /2 X 3/15' FABRICATED •L' BRACKET f ~ I ' ARE EQUAL TO OR GREATER THAN A -307. F (1) 20 NOSE At (1) 2X9 INTERLOCK MILL ALUMINUM (DECK) 5. Nil CONNECTIONS UTILIZING HIGH STRENGTH UN AISLE AREA ONLY) , o � BOLTS ARE CLASSED AS SLIP CRITICAL G S' MILL ALUMINUM 'z• BRACKET �' j o E a E S. ANODIZED ALUMINUM RAIL IS 2 1/4' NOMINAL (IN AISLE AREA ONLY) .I PIPE SIZE. H ■ CONTRASTING AISLE NOSING N c w ' I a PLANTED ALUMINUM HALFSTEP CLOSURE - ... -. PLANK ARRANGEMENT ,�..�.; ANODIZED ALUMINUM RAILING 1• $ 1' -0' 13' x 26• 22 = E o i - 2 91, 2 1 �.2 c o 21 - �oLX�,� Z 20 z I 19 1 1 ox 1 �F • 1 17 0 FLOOR FLANGE•_ x 1 1/2" x 3/1 15 (2) PIPE SPACERS ' ' '�' �" X 2" X 3/16" RECL T fA 14 I WITH FLOOR FLANGE ATTACHED VIEW "A -A' o y TO AISLE FLAIL LOCATE NEAR 13 4 EDGE OF TREAD do FIELD DRILL .. y . HOLES FOR (4) - 5/15 X 2 1 ' • CARRIAGE BOLTS MID AISLE INSTALLATION DETAIL o • N.T.S. 9 � m � HOME BLECHER ELEVATION: _ w 100' — 0" 938:5' (REFER TO SHEET 0) 7 • '- 6 i� 4 W zo = 3 W= aaw 2 O= �z +� 0 a ods a. IL 1 { IX vi R — o _ W m3 GEN LOCATION OF '� p �" w P ONLY _ _� Z 3 i RAW i • IRANP L 0 0 /-100' - a• 20 *- 6 . '� a 2r-W 61-r um o SIDE VIEW EX HIBIT 11 NO SCALE z L) � vt • : s . o . 1 2 _ ' 3 4 5 6 g • 3 -o• 18'`0' 18' -0' 18' -0' 18' -Q• 18�_0� 18' -0' �Q,_Qr ,_ r ova • W w co _ - s Q It ON •• co) B - cu a E .., 3 ' i o =1 t z -w�5o at FOOTING LAYOUT � NO SCALE 1039 TOTAL NET 18" SEATS 12 TO TAL NET 33 " WHEELCHAIR 105 TOTAL SEATING CAPACITY . • (BASED ON 22" SEAT) 138' - 0' 84 SEA TS SBA S.E'D ON 18 SEA T HYD TH) • 25 -6' 4' c s . 3 71-61 371 — o r 4 �Si —c r ti J 0 PREFAB STARTER RAMP LANDING j 5' i 's LANDING r �••• v • :20 RAMP � H a go r - ' n � r j � � � � w O r 24--0 - �`__ 0 o�i - 1:20 RAMP 30' —•Qi' f a w W 1:20 RAMP �o z �a� 5' -1 " LANDING 0 TYP4 r 0: 1 b 5 8 w �, SEATING LAYOUT TYP, TYP. NO SCALE > 0 UJ O EXHIBIT 1 _. 2 L) J e • a. aac�os SEATING AISLE AREA DESIGN LOADING • TREAD L SEAT AREA (GROSS AREA) 100psf. 1J =• Q SEAT (PERPENDICULAR SWAY) 10 Ebsltf. H z M t �� ` SEAT (PARALLEL SWAY) 24lbs /lf. � O _ w � HANDRAILS (PERPENDICULAR) 50 tbs /tf. HANDRAILS CVERTICAL) 100 lbs /tf. F D ^ `� A k Q, O SEAT L TREAD 120 lbs /tf. LU H s . W r NOTES E m 111 , 1. STRUCTURAL SHAPES MEET ONE OF THE A `D FOLLOWING ASTM SPECIFICATIONS A36, ' ' A = 2 X 10 ANODIZED ALUMINUM SEAT A36/A572 GRADE 50, A572 GRADE 50, �-•-- B = 2 X 8 NULL ALUMINUM TONGUE 5 GROVE TREAD A529 -50, OR A500 GRADE B. E C = 2 X 10 MILL ALUMINUM TONGUE 6 GROVE TREAD 2. ' WELDS ARE ALL AROUND WITH TYPE ER70S -6 D D = i X 12 PAINTED ALUMINUM CURVED RADIUS RISER WIRE MIG. _ E = 2 X 2 -1/2 X 3/16' FABRICATED 'L' BRACKET ; $ �,• N 3. ALL STEEL TO BE HOT DIPPED GALVANIZED F (1) 2X4 NOSE & (1) 2X9 INTERLOCK M ALUMINUM (DECK) o TO A.S.T.M. A- 123 -89' aeL \. CIN AISLE AREA ONLY) c E � ARE • 4. S TRUCTURAL ARE EQUAL TO OR GREATER T A 07. AND G x IN M AISLE AREA ONLY) BRACKET TYPICAL SIDE RAILING s « a 5. N11 CONNECTIONS UTILIZING HIGH STRENGTH H = CONTRASTING AISLE NOSING NO SCALE BOLTS ARE CLASSED AS SLIP CRITICAL. i = PAINTED ALUMINUM HALFSTEP CLOSURE o S. a NODIZED ALUMINUM RAIL IS i 1/4' NOMINAL PL ANK A N K ARRANGEMENT ~ F � ~ " PIPE SIZE, _ 1' = I' -0' 13' X 26' ' ° S s �0 oa00 s ANODIZED ALUMINUM RAILING . C 1 s � 15 14 its FLOOR FLANGE 'N,,._, X 1 1/2 X 3/16 • (2) PIPE SPACERS A _-. -2" X 2" X 3/16 REQ. # 4 IA WITH FLOOR FLANGE ATTACHED VIEW » A -A w y `a ' TO AISLE RAIL LOCATE NEAR EDGE OF TREAD do FIELD DRILL - HOLES FOR (4) - 5/16" X 2 1/2 g w CARRIAGE 80LrNID AISLE INSTALLATION DETAIL N.T.S. 6 • 7 VI!jITOR BLEACHER ELEVATION: cu �■■� • 100 — 0 938.4 (REFER TO SHEET C3) zil 6 5 0 Z O C2 H 4 W V n o Wa 4 s�1< v- 0 M 0 IL z W o 2 n'� �2 s W I ' ....r a ` - ,. �- 100' - 0" u m A a SIDE VIEW ° NO SCALE Iwo EXHIBIT 1 . .w 1 ALtlf &H OOILS • i• hWNMK lPt C*G • �, P 10v= ALUMPIU M ELOOUS AT ALL 0011011! •• 5 D am t" +OLD ���, NON•S1w W*Axwm Fm FASTIl1 W POWs 11 N &ALY. &?m TBIt m wea>11e s AO 3 "M 00 *W "V. eA1EaA�.t EOLTi CANTI1. VOt 3N• T !Is FtR F'LTIYOIOD �y R,yL� Afr01ND R00! iiATCN � •, I'1• DiN' Mill R41LD PAWNWO To Be x 3" x IM• yOLi • 1?r pZ f IEAP�t1R91t►• GtG t�t><.g71Ai R 1 Z C i X' wlr l( . J I ARA . TO � � Z i �� PLWTM Tit a m7ft m" ?•?x* WWAZWM • L O. 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Stillwater School District, Independent School District No. 834 (the "District ") hereby a p p lies lies for a conditional use permit amending that original Conditional Use Permit issued by City the Ci of Oak Park Heights (the "City ") on December 10, 1991, as the same has been amended from time to time, with respect to the Stillwater Area High School the "High School" site located at 5701 Stillwater Boulevard North, Oak Park Heights, Minnesota the "Property "). This application (this "Application) is submitted for the p � u ose of obtaining supplemental approval for the construction of certain additional imp rovements (the "Stadium Improvements ") to the stadium /playing field area (the "Stadium" ) currently located on the Property. The Stadium was schematically designed as art of the original construction documents for the high school improvements in 1991. p g The playing la in field and track were constructed at the same time as the high school building in 1991 with the anticipation that the remaining Stadium Improvements would be constructed at a later date. Prior to January 1, 2002, Miller Stadium, located at Stillwater Junior High School, 523 West Marsh Street, Stillwater, Minnesota, has been used to accommodate the athletic activities of the High School. As of January 1, 2002, the High School is no longer able to use Miller Stadium because the existing bleachers at Miller Stadium are no longer in pp compliance with applicable Minnesota safety regulations. As a result of the foregoing, the p District needs to complete the construction of the Stadium. Unfortunately, until recently, the District lacked adequate funding to undertake this project. The District has now identified fundin g sources for at least a portion of the project, and remains hopeful that it will eventually e able to accumulate funding for the entire project. Time is limited, Y however. The first soccer and football games at the High School are scheduled to commence during the last week of August 2002. Taking into account the need to comply with applicable public bidding requirements and the time required to commence and pp p complete construction of the remaining Stadium Improvements, the District must p advertise for bids soon in order to assure students, parents and the affected community of the District's ability to furnish a home stadium facility for the 2002 -2003 school year. In connection with the foregoing, the District notes that its application for a conditional use p ermit in this matter was previously submitted to, and rejected by, the City planning department due to a request by that department for submission of various additional documents and/or other information. At that time, the next available date for final hearin g Y Y b the city council for the City (the "City Council ") was at its previously scheduled February 26, 2002 meeting. In an effort to timely comply with the City's filing pp requirements applicable to the February 26, 2002 hearing date, the District attended a q staff meetin g Y held with the City's planning department staff and other representatives for 796435 -4 1 the u oses of identifying any remaining submission requirements. Following that p � fY meeting, the District was further advised that subsequent submission of its application ma y Y Y be automatical del for consideration by the City Council until the council meeting currently scheduled for March 12, 2002. This Application has been compiled -and submitted in response to the requirements established at the earlier staff meeting, and has been filed in compliance with the filing requirements originally applicable to the February 26 2002 City Council hearing date. Due to existing time exigencies, the District respectfully requests accelerated approval of this Application by the City at its p Y re q Febru ary 26 , 2002 City Council hearing date, or otherwise as soon as possible thereafter, it bein g understood that any delay in approval by the City to the March 12, 2002 City Council meeting may further jeopardize the District's ability to timely complete the Stadium Improvements in time for use in connection with the Districts Fall 2002 soccer /football schedule, all to the detriment of the District and the affected students, parents and general community. 2. Project Summary. In addition to all other improvements described in the documents submitted with this Application, the proposed Stadium Improvements principally include the following: pp p p ( a) Home Grandstand (providing seating for 3,418 persons (based on an 18" p er person seating design capacity), or seating for 2,849 persons (based upon a 22" per person seat width standard specified in City of Oak Park Heights Zoning Code, Revised 2000 (the "Code ")); (b) Visitor Bleacher (providing seating for 1,284 persons (based on an 18" per person seating design capacity), or seating for 1,051 persons (based upon a 22" per person seat width standard specified in the Code)); ( c) Stadium Lighting System (including four 90 -foot high poles with hooded/shielded fixtures to reduce spill from reaching the properties south of the Stadium and to provide consistent light levels over playing field area); ( d) Sound System (consisting of speakers mounted on the press- box roof (home side) and on the Stadium light poles (visitor's side)); ( e) p S pectator Entrance (from the existing parking lot north of the existing running track); (f) Ticketing Area (consisting of fencing and gate ticketing areas); (g) Home /Visitor Spectator Paths (consisting of home /visitor spectator separation via fencing and paved walks); and ( h) Press Box - Prefabricated Modular Building (measuring 60' long by 8' wide with a photo platform on the press box roof). 796435 -4 2 3. Limited Impact of Stadium Use,. It is reasonable to expect use of the Stadium by the District for a variety of events and other purp oses, including without limitation Fall varsity and Junior varsity home football mes and soccer games and Spring home track and field events. With the g possible exception of the annual varsity homecoming football game, however, virtually all other Stadium use is currently anticipated to be at levels causing negligible impact on the Oak Park Heights community. In this regard, it is important to note that Fall varsity home football ames � excludin g the homecoming game, have historically attracted total g attendance in ranges at or well below 3,000 spectators. Non - football events generally attract substantially lower attendance figures, with many occurring at times of the day or year where there is little or no need for stadium lighting. Consequently, most of the understandable community concerns with respect to the Stadium are anticipated to be limited rimaril to the annual varsity homecoming football game, where historical p Y attendance figures have ranged in recent years from a low of 3,645 spectators to a high of g g 4 p 464 s ectators. Notwithstanding this limited potential impact, the Stadium � Im rovements includin without limitation the north i -south geographical alignment of p g the Stadium tself have been designed at a level commensurate with such annual peak use and with a focus on minimizing any adverse community impact. For additional information gprojected re ardin Stadium uses, please see attached Exhibit H to this g Application Miller Stadium Main Events 2001. For additional information regarding historical varsity football attendance, please see attached Exhibit I to this Application, Football Attendance /Soccer Attendance 1997 -2001. 4. Possible Delayed Phase -in of Stadium Lighting. Due to funding availability issues, and as more fully discussed below, the District is considering possible delayed phase -in of construction of Stadium Improvements consistin g lighting. of Stadium li htin . While this Application seeks approval of construction and use of Stadium p , as lighting, art of the Stadium Improvements and as more fully detailed g g in this Application and the documentary enclosures submitted herewith, it additionally seeks approval the Stadium Improvements, on the basis that construction of Stadium pp p lighting be delayed and that use of the Stadium may occur without Stadium lighting g g ma Y Y until such time as adequate funding becomes available. As such, and in anticipation of the possibility that the initial construction of the Stadium Improvements may exclude p ty pp , this g Stadium lighting, Application assumes possible rescheduling of events typically conducted during evening hours (e.g., Fall varsity football games) such that they may be held earlier in the day nd without the need for artificial Stadium lighting. Certain Y documents supporting this Application, such as the Parking and Traffic Assessment, incorporate assumptions of possible early scheduling of such evening events. 5. Public Meeting. On January 2 , 2002, the District held a public meeting, which was earlier scheduled and noticed to members of the community, to solicit questions and comments 0 to the ro osed Stadium Improvements. For a collection of the minutes to this public p p p 796435 -4 3 meetin g, please see attached Exhibit J to this Application, Minutes of Neighborhood Meeting. 6. Parking. parking at the High School is presently Existing p g g p Y adequate for stadium event use and in full compliance with applicable zoning requirements issued by the City. Inclusive p pp of additional parking to be provided for event purposes by restriping designated bus lanes located on the Property, the Property currently includes a total of 992 parking spaces. p Section 401.15.F.9.b of the Code establishes a requirement for one parking stall for every eight seats of stadium seating. Assuming a proposed stadium seating count of 3,900 seats g g (based p p er upon a 22" person seat width standard specified in the Code), the Code requires the provision of not more than 488 parking stalls in connection with the currently q p p ro ' p roposed Stadium Improvements, leaving up to 504 parking spaces for use by the Dis trict p p for non - stadium event purposes, if any (it being understood that the District has no intention to schedule significant non - stadium events which would coincide with such g major stadium events as periodic High School Fall football games). As previously noted, and notwithstandin g the 22" per person seat width standard established in the Code, the Stadium Improvements contemplate a "design capacity" of 4,702 seats (based upon an 18 per p erson seat width "design standard "). Assuming application of the Code's 1:8 p ratio arkin stalls to stadium seats) to this design capacity, the Code would require the � g provision of not more than 588 parking stalls in connection with the currently proposed Stadium Improvements, leaving up to 404 parking spaces for use by the District for non- purposes, Y oses stadium event u , if any. As a result of the foregoing, .regardless of whether the Stadium seatin g count is based upon the Code's 22" standard or the 18" design standard, the ro osed Stadium Improvements are in full compliance with the parking p p requirements set forth in the Code. Notwithstandin such compliance, and in instances where the District anticipates g . significant Stadium attendance (principally in the case of the varsity homecoming football )� or ame competing High School stadium and non- stadium events, whereby g com p available arkin on the Property may be insufficient to support such use, the District p g intends to g rovide parking shuttle service from other District -owned or third party -owned p p properties for the convenience and enjoyment of the spectators /attendees and for the benefit of the community. With access to an existing fleet of approximately seventy buses under contract with the District, and with experience in transporting approximately 8,000 District -wide students on a daily basis, such a shuttle service is well within the District's existin g ca resources and abilities. The District additionally intends to evaluate and p implement, as appropriate, various parking management strategies which may include, p � amon g others , parking increased arkin lot signage, ride share promotions, etc. For additional information regarding Stadium event parking, please see attached Exhibit K to this g g Application, Parking and Traffic Assessment. 7. Traffic. The design of the High School campus includes provision for accepting and g dispersing u to 992 vehicles onto 58th Street and Trunk Highway 5. In this regard, p g p 796435 -4 4 n be admitted and disbursed through three different ingress /egress stadium event traffic ca g serving driveways in the property: (i) two driveways located on 58th Street; and (ii) one g driveway ocated on Trunk Highway 5. Small Stadium events would generally produce a Y g traffic volume reasonably comparable to that currently involved with activities conducted in the auditorium or gYm g . At a larger event, like a Friday night football game, the District an experience ticl ates based on its at Miller Stadium and on the Parking and Traffic Assessment January dated Janua 27, 2002, p repared by David Braslau Associates, Inc. and Benshoof and Associates, Inc., that the majority of vehicles enter the parking lot 45 -60 minutes before ame time and exit the lot 30 minutes after the game. Traffic controls g presently p in lace should adequately handle this traffic volume even in the case o f the annual varsit y g homecomin football game. The District additionally intends to evaluate and implement as ap ro riate, various traffic management strategies which may include, p among others, possible parking lot attendants, off -duty police officer traffic direction, etc. For additional information regarding traffic volume, please see attached Exhibit K, Parking and Traffic Assessment. 8. High School Enrollment Projections. Modest High School enrollment increases and declines are currently projected for g 2002 and 2003 respectively. Projected net growth over 2001 (66 students in 2002 and 35 students in 2003), is comparatively negligible. Assuming a correlation between enrollment and attendance at Stadium events, any enrollment - related impact on Stadium attendance would be comparatively nominal. In actual fact, historical attendance information for Miller Stadium, as compared to historical enrollment information for the District demonstrates that no such correlation actually exists. From 1997 through 1999, High the Hi h School posted a net enrollment increase of 134 students. By comparison, aggregate attendance at varsity home football games over that same period have posted a Y net decline of 2 spectators. High School enrollment is anticipated to have little or no effect on either Stadium parking or traffic issues. Consequently, overall student enrollment fluctuations are immaterial to this Application. For additional information g re ardin historical Miller Stadium attendance, please see attached Exhibit I to this regarding Application Football Attendance /Soccer Attendance 1997 -2001. For additional information regarding historical and projected High School enrollment, please see attached Exhibit L to this Application, Stillwater Area High School Enrollment. For additional information regarding the impact of High School enrollment on Stadium event parking p arkin and traffic issues, lease see attached Exhibit K to this Application, Parking and Traffic Assessment. 9. Sound (Public Address) System. The actual sound system to be incorporated into this project will, of course, be ghe through acquired th public bidding process. However, product literature describing for q g p illustrative p � u oses a sound system comparable to those currently available in the market and similar to that which the District intends to install as part of the Stadium Improvements, has been enclosed with this Application. For the purpose of reducing ov ements , decibel levels and undesirable noise from being directed to properties located to the south Stadium, speakers will be directionally of the St p Y located and positioned on the underside of 796435 -4 5 the p ress box roof ( home side ) and on the Stadium light poles (visitor's side). As presently g resentl designed, the sound impact of the speakers on individual residences most closely p losel located to the Stadium is p rojected to be well within applicable state noise standards. In the event construction of Stadium lighting is deferred pending funding availability, alternative temporary mounting of the visitor's side speakers may occur, or mountin g p may of such speakers simply be deferred pending later construction of the Y pY Stadium lig hting poles. For additional information regarding speaker design, location and S g gp configuration, please see the enclosed Plans for Stadium Improvements- Bleachers, Press g Box & Lights. For additional information regarding speaker specifications, please see attached Exhibit M Public Address Sound System Information. For additional inform g ar information regarding speaker sound impact, please see attached Exhibit N, Sound g p P Impact Assessment. 10. Bleachers. The proposal osal for the home -side grandstand illustrates a structure measuring 264' long 22 rows high for a total (net) seating capacity of 3,418 (based upon an 18" per g Y �� p erson seat width "design standard"). The front walkway of the bleachers is 5' above finish rade and is accessed via handicap accessible ramp or stairs. The visitor -side g � � capacity of 1 bleachers measure 13 8 long by 15 rows high for a total (net) seating cap y , 284 u on an 18" er erson seat width design standard). The front walkway of the (based p p P bleachers is 4' above finish grade and is accessed via handicap accessible ramp or stairs. The bleacher is constructed of hot - dipped galvanized steel framing with aluminum extrusions � foot ( seat ) . The bleachers are considered "closed- deck" because there planks). are no openings between foot and seat planks. Aluminum riser boards may be colored either black or red to be consistent with high school colors. For additional information regarding bleacher design, location and configuration, please see the enclosed Plans for g g g Stadium Improvements- Bleachers, Press Box & Lights. 11. Stadium Lighting. A four ( 4 )P lighting - ole Stadium li htin system is proposed with two poles on either side of each bleacher structure. It has been determined that 90 -foot high poles are necessary to adequately reduce glare ands p ill to a minimal level (lower poles /fixtures will increase q Y g the horizontal li lare /s ill of the ht). The football field will be lighted to an average of g P g 50 -foot candles. As reviousl noted, due to possible funding issues, actual construction P Y of the Stadium lighting may be temporarily deferred. For additional information Y g re ardin Stadium l i g hting design, location and configuration, please see the enclosed g g g esi g Plans for Stadium Improvements- Bleachers, Press Box & Lights. 12. Removals. Removals required for the proposed Stadium Improvements will generally q p p involve the removal of selected fencing and pavements, including a portion of the northwest track chute area. In addition, existing trees in the path of the construction will b e transplanted rather than removed. Trees outside, but adjacent to, construction limits will be protected with snow fence. 796435 -4 6 13. Spectator Entrance Gate,. As mentioned above, future plans call for a concession/ticket/toilet facility at the main entrance into the Stadium. Due to budget issues, the current proposal illustrates dedicated p ates for home spectators separated from visitor spectators. The District may g place transportable ticket booths at the ticketing area during events. Such booths may be similar to the existing parking lot guard building at the entrance of the High School. For gp additional information regarding ticketing area design, location and configuration, please see the enclosed Plans for Stadium Improvements - Bleachers, Press Box & Lights. 14. Press Box. The p ress box is constructed as a prefabricated, modular building measuring 60' lon g Y b 8' wide. The structure is installed on the steel framing of the home -side bleachers and is accessed from the bleacher step aisles. A photo platform is accessed via a ship's ladder and roof hatch inside the press box. The maintenance -free vinyl siding of the press box comes in earth tone colors to complement the bleacher construction. For additional information regarding press box design, location and configuration, please see the g g p enclosed Plans for Stadium Improvements- Bleachers, Press Box & Lights. 15. Trash Receptacles. Several trash receptacles (barrels) will be located around the Stadium and will be cleaned on a regular basis. For additional information regarding trash receptacle location, please see the enclosed Plans for Stadium Improvements- Bleachers, Press Box & Lights. 16. Toilet Facilities. Portable satellite units will be provided during events. The number of toilets will be in accordance with projected stadium event attendance. For additional information regarding ardin satellite toilet location , please see the enclosed Plans for Stadium Improvements- Bleachers, Press Box & Lights. 17. Fencing. Chain link fencin g( 8' height) will be re- aligned/provided to secure the site. Similarly, additional fencing (4' height) will be constructed adjacent to the running track to p separate spectators from the field of play. Chain link fencing will be installed around P the bleacher structures to keep persons from accessing the under -side of the bleachers accomplish except to periodic cleaning. For additional information regarding fencing P design, location and configuration, please see the enclosed Plans for Stadium Improvements- Bleachers, Press Box & Lights. 18. Landscaping. The g eneral intent of the landscape plan is to provide replacement (transplanting) of on -site evergreen trees and to restore the grass areas following construction. We will fY specify that transplanted trees have a one -year warranty to cover the replacement of dead p p 796435 -4 7 or g d Y in material. For additional information regarding landscaping specifications, please see the enclosed Plans for Stadium Improvements- Bleachers, Press Box & Lights. 19. Variances. No variances are requested in connection with this Application. Contacts: Stillwater Public Schools, I.S.D. 834: Legal Counsel; Mike Brabender Rider, Bennett, Egan & Arundel, LLP Supervisor of Operations 333 South Seventh Street, Suite 2000 p p Stillwater Area High School Minneapolis, MN 55402 1875 Greely Street Stillwater MN 55082 Jeffrey D. Carpenter, Esq. (612)340 -8935 (651) 351 -8379 India W. Boulton, Esq. (612) 340 -8945 Landscape Architect; Jay Pomeroy Anderson Johnson Associates, Inc. (763) 544 -7129 796435 -4 8 STADIUM PROJECT . PREFERRED SCHEDULE FOR DISCUSSION December 13, 2001 (February 1, 2002 — Revised) School Board Approval to Proceed December 13, 2001 Apply to City of Oak Park Heights December 21, 2001 for Amendment to CUP February 1,2002 Host an Informational Meeting with Neighbors January 2002 (Meeting Hosted) January 9,2002 Approval of Amendment to CUP January 2002 February 26,2002 Bid the Project February 2002 Open Bids March 2002 Award a Contract March /April 2002 Start Construction April 2002 Substantial Completion August 16, 2002 First Activity at Stadium August 27, 2002 798625 -1 { Q` , r NORTH f i ON 1 I TAFF NO - , I 50 200 ` 011111111 0 100 300 n, iii, iiiiii' (APPRO)Q j J 01i O 1111111{ iiliIll I Ill lilt 111111ii {iilr {71111 {11fii{lil� A p�`= W LL LIL � Cf i � HIV = H �J _ O t 1 1 , •� � � T T T T T i 1 t T T 1 r T T T T T r T T T T T STAFF SOUTH / 1 1 L w STADIUM HOC; O 1 ` � 0 1 / 1 1 1 J / •,` / 1 � / 1 l l f Erg i rT1 ♦ \ r T1 CI "s r � � / u _- 1 i J �° ------------------ 0 r -------------------------------------------------------------- •----------------- - - - - -- ------- -------------------------------------------------------------------------------------------------------------------------------- �- SITE SURVEY F PARKING STALLS STADIUM SURVEY 2001 High School Stadium ATTENDANCE PARKING CITY SPECIAL RESTROOMS School Enrollment Capacity Largest Average Site Offsite CONDITIONS Port -a -pots Bathrooms Andover TBD 2200 1100 X X Anoka 2404 3600 5000+ 2800 30 100 X Apple Valley 1727 3200 5000 4600 700 275 X X Armstrong 1728 2500 3000 2000+ 1000 100 X X Blaine 2296 4400 6000+ 3500 1100 100 X X Burnsville 2520 4000 5500 2500 700 X Champlin Park 2380 3300 3300 2000 1000 500 X X X Coon Rapids 2148 3400 7000+ 5000+ 450 X X Eagan 1638 3600 6000 4500 400 X Eastview 1738 3300 5500 3000 750 X X Eden Prairie 2476 Elk River 2041 Forest Lake 1824 7000 2000 X Hastings 1380 3250 4300 3000 350 X X Hopkins 1978 3250 4000 2380 880 X X X Irondale 1286 2900 2800 1700 400 X X Lakeville 1963 4500 8000 5000 1500 750 X Maple Grove 1796 4600 3000 3000 600 100 X X Minnetonka 1755 Mounds View 1483 3000 5000 3000+ 350 X X X Osseo 1698 4800 6000 2500 400 X Park (CG) 1572 6500 4200 2000 _ X Park Center 1762 5000 2000+ 1600 690 200 X Rosemount 1728 3300 4000+ 3300 650 200+ X Spring Lake Park 2810 1200 X Wayzata 2187 5300 7000 3000+ 600 X White Bear Like 2273 5000 7700 350 200 X Woodbury 1635 3459 3200 2500 300 Park X X MILLER STADIUM MAJOR EVENTS 2001 GIRLS TRACK $PR1NG 20Q1 4:00 pm -7:00 pm Friday 5/4/01 Filly Classic 4:00 pm -7:00 pm Tuesday 5/8/01 True Team Sectional , 4:00 pm -7:00 pm Thursday 5/17/01 Last Chance Meet 4:00 pm -7:00 pm Wednesday 5/30/01 Region 4AA Preliminaries 4:00 pm -7:00 pm Friday 6/1/01 Region 4AA Finals BOYS TRACK SPRING 200.1 4:00 pm -7:00 pm ' Tuesday 4/10/01 Lake/TCSC Challenge 4:00 pm -7:00 pm Tuesday 4117/01 Sophomore Invite Saturday 4/21/01 Pony Classic 4:00 pm -7:00 pm Tuesday 5/8/01 AAA Section 11 True Team 4:00 pm -7:00 pm Tuesday 5/15/01 Sophomore Conference Meet 4:00 pm -7:00 pm Thursday 5/17/01 Last Chance Meet 4:00 pm -7:00 pm Wednesday 5/30/01 Section IVAA Preliminaries 4:00 pm -7:00 pm Friday 6/1/01 Section IVAA Finals VARSITY FOOTBALL 7:00 pm -10:00 pm Friday 9/14/01 Forest Lake 7:00 pm -10:00 pm Friday 9/28/01 Mounds View 7:00 pm -10:00 pm Friday 10/12/01 Park Cottage Grove 7:00 pm -10:00 pm Wednesday 10/17/01 White Bear Lake JV FOOTBALL 6:30 pm -9:00 pm Monday 9/17/01 Forest Lake 6:30 pm -9:00 pm Monday 10/1/01 Mounds View 6:30 pm -9:00 pm Monday 10/15/01 Park Cottage Grove BOYS AND GIRLS SOCCER 5:00 pm -9:00 pm Tuesday 8/28/01 Hastings 5:00 pm -9:00 pm Tuesday 9/4/01 Woodbury 5:00 pm -9:00 pm Monday 9/10/01 Park Cottage Grove 5:00 pm -9:00 pm Thursday 9/20/01 White Bear Lake 5:00 pm -9:00 pm Tuesday 9/25101 Forest Lake 5:00 pm -9:00 pm Tuesday 10/2/01 Roseville Saturday 10/6/01 Mounds View 5:00 pm -9:00 pm Thursday 10/11/01 Sections vs. Tartan (Girls) vs. Hastings (Boys) 5:00 pm -9:00 pm Tuesday 10/16/01 Sections vs. Park (Girls & Boys) 5:00 pm -9:00 pm Thursday 10/18/01 Sections vs. Woodbury (Girls & Boys) OTHER ACTIVITIES, 3:00 pm -1 1:00 pm Tuesday 7/10/01 Drum Beauty Start - 10:00 am Friday 8/3/01 American Cancer Walk Finish - 8:00 pm Saturday 8/4/01 American Cancer Walk FOOTBALL ATTENDANCE 1997 -2001 YEAR GAM 1 GAME 2 GAME 3 GAME 4 TOTAL 2001 21 4464 1912 1589 10,102 2000 2509 2895 4124 180 11,335 1999 3145 4353 2368 24 12,309 1998 2 373 2649 3645 2592 11,259 1997 1967 4191 3491 304 12,690 SOCCER ATTENDANCE 1997 -2001 YEAR G 1 G 2 G 3 G 4 G 5 G 8 G 7 G 8 TOTAL 2001 214 358 274 232 241 148 .195 1662 2000 250 212 32 251 54 199 _ 131 142.5 1999 145 208 39 199 220 29 5 _ 172 1638 1998 381 135 213 187 123 78 229 218 1564 1997 238 302 176 292 198 194 445 1845 1 MILLER STADIUM -- FOOTBALL ATTENDANCE. 14- LARGEST PAID CROWDS, 4,756 3,874 4,454 3,870 4,353 3,864 4 3,842 4,191 3 4 3,634 3,968 3,633 Does Not Include: Passes (Conference /Section) Participants: Pep Band, Cheerleaders, Chevals, Football Players and Coaches, Student -Paid Season Passes or Adult -Paid Season Passes f � r+ STILLWATER STILLWATER AREA HIGH SCHOOL AREA SCHOOLS Dear SAHS ei�Thbor: When Stillv. area Hich School was built in 199 the plavinc field and track were constructed at the same time. The school district is noLk - taking steps to complete the stadium. As a nei Thbor of the hicrh school. � ou are I iced to an informational meeting rea plans for the stadium. The informational meetin, will be held on `Wednesday. Januan! 2. 2002.. from 7:00 to S. o.m. in the High School %1ain Forum Room. Enclosed with this letter you %Dill find the stadium concept plan. We look for.vard to the opportunity to meet %vith you on January' 2' If you are unable to att`nd the m: etinc and have information you �vould like to share, please contact me by J anuar% 4' Sincerer. Lyle Koski. Ph.D. P r? I :cC_ al St l< « at�r .kn-a High School 5701 Stillwater Blvd, N. Tel: 651 -351 -8040 Ct11IIAIntor Pn AC 1 -7 C 1 -Rn /i 0 �iNPEWSON - J'OWVS01V rr�h7�SC:Jt'h'.11t{ :fnl7�T Vlfh: • ,,SI �T'l..�IN�VLN�; • CIi'1.(- L•'1�G1,�-�:�;Itl:�� M PROJECT:. Stillwater Stadium]*mprovernents COM-M, NO** : 01124 Stillwater Area Public Schools CLIENT: Stiilwater*Area Public. Schools DATE: January 10, 2002 SUBJECT: Neighborhood Meetin 91 MEMO TO: Mike Brabender. Stillwater Area Schools PRESENT: See -Attached* MEMO BY: Jay Pom A neighborhood meeting was held on-the, evening of January 2, 2002, at Stillwater Area High School. The purpose ,of the meeting. was .to inform neighbors adjacent to the school, property of the,proposed stadium imp rove m8,nts.. Re:sidents.within 1,000 fee t - of the school pro' erty;line were notified.of tonight's meeting. The following items were discussed or reviewed: 1: Dr, Lyle Koski introduced the project and the .proj8ct Team then generally. followed the format of the agenda provided (see attached.). 2. Dr-. Koski stated 'that the school .board has requested the project team review the potential. for developing the stadium -at the high school to follow the general intention of the original high schooi design,,.. Furthermore because the eXistin bleachers at Miller Stadium ho .longer meet (effective 111/02) state bleacher compliance• requirements, new bleachers must be constWcted at one of the two saes. Because costs to reconstruct the bleachers' at.Miller Stadium or the high school are very similar, the school board has opted to move in the of construction at.the high school. 3. Dr. Koski mentioned -that alternative funding will be utilized for the purchase of construction of the bleachers. Mike,Br-abender commented also that the alternative funds may only.go. toward bleachers (and not toward. textbooks technology, teaclhers, etc.). The funding I ha.s not been appropriated for stadium lights, sound system or even-the supporting amenities, including paving and fencing, which are also part of the design. 4. Pomeroy staffed that seating."foe 1,500 spectators on the home side � and 1 ,200 spectators on the visitor's side-is included in the present proposal. 5. Stadium lighting, including four 90' high light poles, would be designed to limit light spill and glare from the neighbpring properties Pla to'be submitted to the. City illustrate in itial fight levels (which will diminish. over several weeks /games to a "maintained" level) fall. below the City requirement of 0.4 footcandles. .Maintained light levels wIII be significantly lower tha the city maximum level 6. The stadium light poles need do be higher due to�the existing track.configuration (international broken - back ). The track infield is wider to allow for soccer. - With that light poles positioned next to , and at each end of• the bleacher systems are further back tha 'n. manv other stadiums, which requires additional height ;direGt the light dawn toward that field, if lower poles are.utilized, light will need to be projected more horizontally which will provlde a mare direct view of the light fixture from adjacent properties. Light fixture hoods have been incorporated into the design to better direct light down to the foatbal[field as- well as reducing spill and glare of the light source and to reduce visibility of the fixture. r . Pomeroy me ntioned that a sound system will be included in a proposal. Presently, speakers have been designed to be located on the two southern light poles to direct most of the sound away from the south" neighbors (although a final determination will.be made by a sound consultant). The City has requested that a sound consultant review the sound system and its implications. 8. One reside nt'commented that, in lieu o.f. speakers on the two southern poles and having to have an appropriate v6lUrne to allow the spectators to.all hearthe P.A. system, that more speakers are added to north. poles and the voluble be turned down. That option will be reviewed by the- sound consultant The intent cif the sound system design will be to minimize noise frc m the -SOUn _j system into the adjoining properties. VALLEY SQUARE OFFICE CENTER • SUITE 200 • 7575 GOLDE V^ LL FY RO AD MINNEAPOLis MN 55427 PN (763) 544 -7129 • FAX(763)544-0531 9. Residents- are concerned about the noise generated from =the spectators and from the increased use of the facility one re side ntw 1 mm ented that the sopnd of the batt ing cage at the v arsity baseball field is disruptive. A request was also made ta , ' review the possibility of baffling spectator noise 10. Residents requested- that more (arid. la rge r) evergreens are planted along.the south berm of the stadium. 11. A-resident requ that"a "stadium committee» 'be'established and that Baytown residents' issues are taken Oto aododht during the stadium design. Residents -are. concerned that some of the recent construction . projects by the, high school Which - went "unapproved" by. the City has reduced the neighbors' trust in the . school district and that every effort should 'be made to improve that trust. Evidently, some residents (Blackwood' Nelghborhood)Were involved in some of,the design aspects related- to the original high school construction. 12. Residents are conycerned about people cutting across . their yards to either gain entrance into the stadium or disruptive activities which may spill over. into their yards during. events. They asked that discussions with police take place regarding improved supervision i n' the adjoining neighborhoods. 13. Sherm Danielson tlrentianed that there would be eight home varsity football games (maximum, including playoffs }.plus several soccer.games, track events and the like, In addition, events currently scheduled at Miller`.Stadium t�y relocated to the. high school; however, at this point ,`that decision has not yet been made. 14. School personnel stated that there is intention ,to incorporate a cell phone tower as part of this project, 15. One resident questioned wheth6r the airport .needed - to be notified of the proposal to include light tower's. 16, A resident corimrnented.that drainage/ runoff issues be appropriately addressed as there have been complaints of rising water levels at the'lake/ pond to the of the school. Porneroy.commented that the watershed district will be met with and that al required permits will b 'applied for and received prior to construction. 1 r'. One resident requested information related to the school district's long 'range* plans for the high school.' Dr, Koski mentioned that, at this. point, no formal action has been .taken to review the possibility of constructing. another hig` h' school (or additional stad 18. A resident questioned the need for a stadium at the high school because 'Miller Stadium was upgraded several years ago. Mike Srabender mentioned that the track was, resurfaced in 1993. Prior to that, the ho bleachers were expanded in 1979. Generally, the stadium facility at Stillwater Junior High School was constructed in 1 The current facility provides a smaller than standard soccer field. Furthermore, lights and sound system are outdated. Any upgrades to the bleachers would also require building Code and ADA accessibility issues be addressed,, 19. Brabender mentioned that-�parking counts for ,varsity games at Miller Stadium, which has on site parking for approximately 500 cars, has 'not been gathered due to the variety of off - site. parking options. 20. A neighbor requested tha,t AJA* provide. a. more up aerial photograph - of the project site. The aerial photograph used as an overhead this evening was from 1996 imagery and does not show the commercial development north of the high school.. 21, The residents requested that an i(lustrated' rendering be developed to better - depict that stadiuRl proposal. 22. Residents requested that the school update the neighbors as to when pub.liic meetings will be held. Dr. Koski and Mike. menfioned that the School Board meetings as well as- the City. Planning and City Council meetings are all public meetings which*.are advertised in the local newspaper. Additionally, Baytown Township issues a publication every two months and will include any inforrria related to watershed permits or developments in the area_ 23, A person in attendance is a member of -the Baytown Township Council and mentioned that information related to the proposed project.should, be,forwarded to the Township to include in future publications. That information w111 need to.be part of the - school's formal submittal to the City of Oak Park Heights. 24. Pomeroy mentioned hat the City-has requested analysis and reviews rOlated to parking. traffic and =,oise generated from stadium events. 25. Pomeroy commented that if on -site parking is not adequate for stadium events, the school niay develop plans for off site parking and shuttling. This, may include shuttle service from a varlety of sites including the city dome, county .fair grounds or Stillwater Junior High School Additionally increased policing or ''No Parking" signs may be.reviewed as an option during events VA LLEY SOUARE OFFrcf-=' CENTER Su ITF- 200 - 7575 GOLDEN VALLEY ROAD MNNEAPoL,1S, MN 55427 PH (763) 54 4 - 7129 - FAX (783) 5440531 26. Dr. Koski reviewed, .generally, the main. concerh's.. and issues raised by the attendees during the meeting. A summary of the issues, and responses, will be specifically a_ ddressed by the school and AJA and made part of the minutes (see attached): The above items. relate -our understanding-of the issues discussed at the, neighborhood meeting held at Stillwater'Area High School on the evening of January 2( 2002. if any item requires revision or clarification, please notify AJA so.fhat we may amend this document as needed. cc: Scott Richards - City Consulting Planner, Northw6st. Associated Consultants Dr: Lyle Koski* - Stillwater Area High School Principal Ms. Kris Danielson - Community Development Director, City of Oak Park heights VALLEY SQUARE 03:RCE CENTER SUITE 200 - 7575 GOLDEN VALLEY ROAD MINNEAPOLIS. MN 55427 PH (763) 544 -7129 • FAX (763) 544 -0531 COMMUNITY INFORMATIONAL MEETING STADIUM / STILLWA.T ER AREA HIGH SCHOOL 7:00 P.M. JAUNARV 2, 2002 SAI-IS LARGE FORUM ROOM AGENDA 1. Introductions: a. Mike Brabend.er, Supervisor of Operations, Dist. 834 b. Jay Pomeroy, Landscape .Architect, Anderson- Johnson Associates, Inn. c. Sherm Danielson, SAHS Activities Director, Dist. 834 d. Lyle Koski, SAHS P incipal, Dist. 834 2. History of Stadium Issue a. Miller Staditmi b. Con$tzuction of current SANS 3. Bleacher Safety Act 1999/2000 a. Current status b. Future implications 4. Proposal for Stadium a. Options examined b. Preferxed plan 5. Questions / Discussion L- 177 1 - /3 n t (77 2A Ww _� ,nom .� �� ;�.� I �� S, %> � ac Ii M�o�� yaYp2rcii;'� :� ILA o 7' n �� b ��5 �- t� 11- �.f � Jo's tr �.7 �SYf�j��, vi2iJ -� -- NA—� n t (77 2A Ww r� 0 eel aC-TrA _� ,nom .� �� ;�.� �II 1 :7 M�o�� yaYp2rcii;'� :� ILA o 7' n �� b ��5 G I, l tr �.7 �SYf�j��, vi2iJ -� C ps+ L�'��'z53Jp�''!+�a��"'ti� �U' c r� 0 eel aC-TrA � ►- �r� i- rat • �� r . err MEETING SUMMARY JANUARY z, 2002 S AHS After introductions and a quick review o f the stadium issue,, the following concerns were discussed: Diller Stadiu Se vera l people were very intereste and stron sutggested that it ma more sense to re model Miller than it did to finish the stadium on the high school site. One individual indicated that just a few yem ago, the stadium was up- graded to a "state of the art" facility. .Res once: Some work had bean done to the foothaWsoccer Playing siarface, aid a new A - "top cover" was put oa the tra approximately b years ago as a temporary measure_ The track wiU have to Dave a new base and be re surfaced because of the buckling 'in several spots. Some basic comparative costs were given to show why the new stadium is being explored. Awanness of Woo- One resident stated they were deceived regarding the stadium issue whey they built their home several years ages. They live adjac to the property and had no id that a stadium was e ven co o the high s cho ol site, Response: Several otlier residents stated that although they weren't excited about the idea of having the stadiutn placed at SA they informed the group that the stadium Ys sue was coma on knowledge and it niakcs sense to have it on the high schoo site. Sound lssue ,5- Comparisons of the speakers on the car dealers ip s were made and questions were asked how the sound wo tiid be kept to a miry morn- It was suggested that test be nm to determine the best way to kee the sound reasonable. Response: It was explained that directional speakers would be put hi plate to direct the sound away from the residential areas- Lighting- Concerns about the amount of lighting and the height of the poles wa_s stated as a concern. Response: It was explained that by using 90 ft. poles, the light cou be directed straight downs on the held to .nlinuT ze glare and direct light to neighboring areas. It was stated that when an individual, steps several feet out of the "focused area" there would not be enough light to read a. book. If the poles are lowered to 70 or 80 ft., the lights -would mucli more visible when looking at the direction of the stadium.. d T 1; 1 7, n n, P �,.f J HIY"tJ r G�J1UG U.L • �� r . tic) Number of vents - people we re co ncern ed over the number of events for each fan season. Response; The number of "possible dates" was discussed. It was also stated that other facilities would be used and that not all soccer and football Barnes would be moved to the new stad Par Partdng Issucl. The con cepts involved with adequate parking and over - flow parking onto the nei ghborhood were discu p Res onse= It was saved that there are no plans to expand parking faciRties, and that the cumnt arkin aces amore than nets the reco�nded amount. There are usually only p g� two dates/ ear when we approach the "mega- crowd" concept on those dates shuttle services and eta arrangements (additional police, temporaxy parking, etc.) 'would go into effect. Money? - Several dens wondered homer a digtrict in fm=ciai difficulty could consider speeding money on a neW stadium. Response: The concept of def=ed maintenance was reviewed. it was also stated that c e nY Y tl the bleachers were the orb costs being covered with district dollars aod- that private funds were be sought to help with the rest o the construction. Ruts. Off Concerns- Both q uality and quantity issues of 113n. off from the added ``covered, surfaces was discussed. Res ponse: The dict i's working; with the oak Park Heights staff to he sure all issues g re ardin the environment are ex annn ed, There wall be less than. 3/4 of an acre of reg arding additional, back -top in the construction p. Se'hool/Community G rowth - A resid wanted to know how much bigger will the district get and if there wiu be another hdgb school and another stadium Response: It was stated that there are no current plans for an a.dditionat high school_ Also t was stated that as the high school population grows, it doesn't rnean that we ill have more games /events /activities. The prograt-n will remain about the same. Tru Level The rop course was still a big issue for ;several resi dents who stated their disp leasure Wi th the dis trict and said there was rto w a lack of trust of the schools coznrrut to the cornminu nit T i n+ n !, n 1 0 4' `i v k A Response: It stated that this vaw the reason four the �rneeting• It was also stated tl�t o � �� p � . o m of the the mee w as not held to ask for pernm• ss� on but rather to inform them fans to P buUd the stadium axxd to get rest input into the sues 1nvoived. 'what Hap pens Nest ? -- Residents wan to know what w ould be the next stop. • t the dfstrict liac ahead met with the city o f_� Oak P ark Response: It was stated that � Heights and a meeting with the plop counOR would be held yet this winter, The schoo b board would be kept A breast of the progress of the stadium during their regular board meetings. Additional Comments; One r esident wanted to esta.bfisii a "stadium, committee ". - We would .like more trees pLanted as a barrier. - Please hold more community Meetings. We want to be notMed of future meetings as they are schedule& Contact the airport for "beight restictions" for safety purposes, - Updated serial views of the site should be available at fture meetings. - PkuAing vMes to groin` on the fence would be very belpfuL - The communit y � of B would like to be Mcluded in, the planning. Received Ti Jan, 7. 3: 03PM J HI'V-Vj I= r- LOM 1268-5 53d�trect North `3611w-ater, 1\,/IN 55092 27, 2001 L Koski Ph.D. Principal, Stillwattx Area Hi SChool 5701 Stillwuer Blvd, N_ Stillwater, Mn 55082 Dcax Mr- Koski: Tilauk- y ou for providin advance: notice to your ad g nei re the plans -ror the football 0 $tadi= As participants in discussia" about school and Ba n r elations prior to construction of the hi school twelve y early CAM and a5 a present close nei 10 the school, we ver much want To be n part of the we c ut a djscuqsjL),a UmfbTTu-aateIy,, umaeiid the . s and wou appreciate be notified of all Mocting Januar 2 mectmig and so waar to pr- scnt own Thou b letter- 13a residents men onscNricral occasions witL re of the hi school twcIve y ears a %vhcn cOjagtnjCtiG was- 'rr One of the issues discussed was a stadium, Its plaac=nt and ways to k amclioraz* its Impact on =i We dismissed li and it was p-roposed 111-On that all tigildn w0tild be subdued and project stra frorn 'Ehomhe-S. We gilso discussed placin all or part of rho stadium biticiw ground le so that a aar=l bcrM would be formed or that the present berm be Hei and extended, Other discussion focuacd on the sound s to be used a what could be done to IL'MIt noise polhitio(l. These arc the concerns that wcic presented at the t='e and which geed to be addres$ed toda Sc ' ol off _go so that the effect of the Ili Itlo Icialsand Ba residents worked to several y ears a,:,, i I certainl aved a5 a ou gd nei thin on tht nei would be minimizcd, The high school ce Z7 a uship. Thank y ou for b(: ths3z proccss b nd wc are bopin thM we can ag t g ain achieve djai relado notif all affected nei c y our proposal and the upcomin njeetin V'e"Y trul y oul's, V, Dialic M. McOann jo iies N. MCG)aiin T 1 7 Stillwater Area High School Stadium Improvement Oak Park Heights, Minnesota PARKING AND TRAFFIC ASSESSMENT Prepared for Stillwater Area Schools by David Braslau Associates, Inc. and Benshoof and Associates, Inc. 27 January 2002 i Stillwater Area High School - Stadium Improvement Parking and Traffic Assessment Table of Contents 1.0 STUDY OBJECTIVES AND APPROACH ........................ ............................... •••••••••••• 1 2.0 DATA ON PARKING CAPACITY AND GAME ATTENDANCE ............................. 2 2.1. Parking capacity on the High School Campus .................................. ............................... 2.2. Historical and future attendance at football games ........................... ..............................2 3.0 PARKING ANALYSIS ....................................................................... .............................. 3.1. Expected parking demand ................................................................. ............................... 6 3.2. On -site parking capacity ................................................................... ............................... 3.3. Off -site parking locations and capacity ............................................ ............................... 3.4. Bus shuttle program from off -site locations ..................................... ............................... 6 3.5. Parking Management ........................................................................ ............................... 7 4.0 TRAFFIC ANALYSIS ......................................................................... .............................. 4.1. Purpose and Background .................................................................. ............................... 9 4.1.1. EXISTING CONDITIONS ........................................................... ............................... 9 4 .1.2. TRAFFIC FORECASTS ............................................................... ............................. 4 .1.2.1. Trip Generation ................................................................... ............................... 4.1.2.2. Trip Distribution ..................... ...................... ............................... Volumes 12 4.1.2.3. Intersection Traffic .............................................. ............................... 4.1.3. TRAFFIC ANALYSIS ................................................................ ............................... 2 1 4.2. Traffic Management ....................................................................... ............................... 13 5.0 EXPECTED IMPACTS FROM NIGHT GAMES .......................... .............................13 6.0 SUMMARY OF FINDINGS AND CONCLUSIONS ...................... .............................14 6.1. Parking demand and analysis ............................................................ ............................. 6.2. Traffic demand and analysis ............................................................. ............................. 6.3. Parking and Traffic Management ..................................................... ............................. APPENDIX A LEVEL OF SERVICE (LOS) DESCRIPTIONS Stillwater Area Schools Stillwater Area High School - Stadium Improvement Parking and Traffic Assessment List of Figures Figure 2.1 High School Campus Parking Locations .................................. .............................. Figure 2.2 Total Historical Attendance at Football Games ....................... ..............................5 Figure 3.1 Off -Site Parking Locations ......................................................... .............................. Figure 4.1 Stillwater Area School District .............. . .................... ................ .............................11 Stillwater Area Schools Stillwater Area High School - Stadium Improvement Parking and Traffic Assessment 1.0 STUDY OBJECTIVES AND APPROACH This Parking and Traffic Assessment examines the potential parking demand and capacity to accommodate this parking and expected traffic levels and impacts associated with improvements to the Stillwater Area High School stadium. These improvements will provide bleacher seating for the home team of 3,418 and for the visiting team of 1,284 based on 18" per seat, for a total of 4,702. This assumption, based upon actual data, provides a higher bleacher capacity than the design level of 22" per seat. This assessment assumes that games will be played on a Friday afternoon without stadium lighting so that the games will begin at 5:00 pm and end at approximately 7:00 to 7:30 pm. Thus, inbound traffic flows for the afternoon game, which will occur simultaneously with the beginning of the PM Peak Hour traffic flow, are likely to have the greatest impact on adjacent roadways and intersections. The afternoon game represents worst case traffic impacts associated with the stadium, since background traffic will be higher during this time period. While football games are typically the largest attractor of motor vehicles, the stadium will also be used for soccer (which draws about 10% of football attendance) and other school - related sports and non - sports events. The parking analysis estimates the number of parking spaces required on and off of the High School campus, based upon a Friday football game attendance similar to the peak recorded attendance in 2001. This assessment also makes recommendations for minimizing the parking demand through programs to encourage ride - sharing. Since it is likely that at least some off -site parking will be required, the location and availability of this parking, along with a shuttle system between these areas and the stadium, are discussed. The greatest impact on the adjacent roadway system will occur at the intersection of Stillwater Boulevard (TH 5) and 58 Street, and at the intersection of 58 Street and Neal Avenue, the main entrance to the school campus. The analysis of potential impacts on these intersections is based upon the maximum number of vehicles that can be accommodated on the campus. A program will be developed by the School District to limit parking on the campus to available spaces and encourage parking and use of shuttles or walking from off -site parking. Section 2.0 of this assessment reviews available data including parking capacity on the school campus and previous and expected future attendance at football games. This section also establishes expected spectator demand for a peak event and the number of available parking spaces on campus. Section 3.0 estimates the total parking demand expected for a peak event at the stadium, compares this with available parking on the campus, and identifies off -site parking alternatives and a shuttle system for accommodating this parking demand. Section 4.0 evaluates traffic impacts associated with the stadium improvements and peak attendance at a football game on a Friday afternoon. This section also discusses traffic management on the campus to expedite the flow of vehicles to available parking spaces. Section 5.0 discusses expected impacts from night games at the stadium. Section 6.0 P resents a summary of findings and conclusions of the parking and traffic study. Stillwater Area Schools. Page I Stillwater Area High School - Stadium Improvement Parking and Tr affic Assess 2.0 DATA ON PARKING CAPACITY AND GAME ATTENDANCE 2.1. Parking capacity on the High School Campus Parkin g cam area on the school us shown in Figure 2.1. The number of spaces in each of these p ar eas the number of already ccupied spaces (based upon a count just before 5:00 pm on Friday, Y January 18, 2002), and the number assumed to be available for stadiu m parking b y g ame start at 5:00 pm are shown in Table 2.1. Table 2.1 Parking Spaces Available on Campus for Stadium Event Area Spaces Used Available Student -East (1) 231 40 191 Student -West 476 476 Staff - North 25 25 Staff- South 26 26 Staff - East (2) 110 10 100 Staff - West (3) 124 50 74 9 Total 92 100 ` 892 Notes: (1 ) Includes 8 handicap and 9 short -term spaces (2) Bus corral re- striped to add 45 spaces (3) Includes 10 handicap spaces Based upon a seating capacity of 4,702, available parking spaces for a game (892) are almost double the number required under the City of Oak Park Heights zoning code (588) based upon one space per 8 seats (4,702 = 588). 2.2. Historical and future attendance at football games Data on attendance at football games have been provided by the School District. These are summarized below in Table 2.2. A a hical representation of total attendance by game over time is presented in Figure 2.2. gr p re P This figure shows a lower attendance in the most recent years at three of the four home games and slightly higher number for the games with the highest attendance. In 2001, the peak g Y g attendance was 4,484, although it has been close to this level in past years. Although enrollment is expected to increase in 2002 by approximately 6.5 %, peak attendance has vaned by as much as 22 /o o in the past five years and may be affected more b y team performance than by school enro enrollment. Therefore, for purposes of this parking and traffic study, a game attendance of 4,500 will be evaluated. It should be emphasized that this level of attendance will likely occur only e per ear, with the other games drawing approximately half as many spectators. It can also one p y . be seen in Figure 2.2 that attendance at the remaining three games has decreased over the past five years as enrollment has increased. Stillwater Area Schools. Page 2 Stillwater Ar h School- Stadium Improvements Parking and Traffic ment ell g J NORTH • ;iY.;i l....tl. 4�\ '" r il�jlll ,i171:'I� ,• fi STAFF NORTH`- .. _.._.: f�I , it •f ?'j{f '��:�, i:if' ` Qtl�1i��f !U t�_f.._7ii *ri III ITITIT'•l ► tITT ,tom STUDENT, ` X1 17 i' ii lil l�fii�l.i,. �,::....:1,. ,ilillllili � ...... •� 50 200 O „ YVEST` l�� lli UDE 0 100 300 J�7' ` n'�,ili����l�ii`fi.s;�,;,• .,,; ;10 / t � ,l +�iti (APPROX) �/ /`1 ( ; ,f i 0 U,„ l t. /Ii ...�.,i..:.... ._.l Ofiiiil�i�li�iIo ,^- .�� \ Y Q =LL LL ii/)� _- '�� m C� (t ............' STAFF..; Fill 7 U8 STAFF S t L I i .! STADIUM! Of 47T . . N - ' ._..,...r - / `~• j : � � ( - i i f '. _ ... 1 ) 1 1 ._. f.. _.. L.-. - --1- 1 ; i... � ...............__ ......... ........... .. ..._........._ ..._....._...,......__........, :_.._..__. `.........._ - - °� ....:.'.._-.:......... _:..'.._ .................. .... .... : ...... ....... _...._............_ .:........... _._....- ::.............- ....._; .................... Stil Area Schools Stillwater Area High School FIGURE 2.1 S ti ll Stadium Improvements High School Campus Parking Locations David Braslau Associates Inc. PARKING AND TRAFFIC ASSESSMENT Benshoof and Associates, Inc. f Stillwater Area Schools Stillwater Area High School - Stadium Improvement Parking and Traffic Assessment, r Table 2.2 Historical Attendance at Football Games - - - -- GAME 1 -r --- - -.... , -- GAME 2 G 3 GAME 2001 - Students 1718 3265 1248 ! 1156 -Adults 419 1199 664 433 :Total 2137 4464 1912 1589 2000 :Students 1500 2007 3007 1240 F Adults 1009 888 1117 567 =Total 2509 2895 4124 1807 1999 Students 2123 2968 1467 1591 Adults 1022 1385 901 852 'Total 3145 4353 2368 2443 1998 :Students 1505 1661 2526 1339 :Adults 868 988 1119 1253 Total 2373 2649 3645 2592 � 1997 'Students 1165 2377 2471 1659 Mu lts 802 1814 1020 1382 iTot 1967 4191 3491 _ 3041 Stillwater Area Schools. Page 4 Stillwater Ar igh School- Stadium Improvements Parking and Traffic sment Total Attendance at Games 5000 ❑Game 2 IMGame3 1EGame 41 3 500 2500 - 1F S S> ..ti 1500 ¢r: E ; 1000 - -- 4 r x s 0 , 1997 1998 1999 2000 2001 Year Stillwater Area Schools Stillwater Area High School FIGURE 2.2 S water Stadium Improvements ENT Total Historical Attendance David Braslau Associates, Inc. PARKING AND TRAFFIC ASSESSMENT At Football Games Benshoof and Associates, Inc. L f Stillwater Area Schools Stillwater Area High School - Stadium Improvement Parking and Traffic Assessment 3.0 PARKING ANALYSIS 3.1. Expected parking demand Based accepted n upon standard reference on parking (Parking, Weant and Levinson, ENO p p Foundation 1990), vehicle occupancies of 3.5 persons are common at football games. However, studies have also shown that average occupancies of 3.0 persons per vehicle can occur for professional and college football and concerts. With a peak attendance of 4,500, the parking demand -ma y range from 1,280 vehicles using a 3.5 persons per vehicle occupancy to 1,500 g vehicles with a 3.0 rsons per vehicle occupancy, with the lower value more likely with a high p school football event. Vehicle occupancy will depend upon a number of factors.. For example, a count this fall indicated 688 students on morning buses or 31 % of the 2,209 students enrolled in 2001. A total of 1,425 students are on the bus route lists. Some of these students may stay on or in the vicinity of the school after class dismissal time (3:02 pm) or they may return home and arrive at the game by car, either alone or with others. 3.2. On -site parking capacity Estimated on -site P arking capacity from Table 2.1 is 892 spaces. Therefore, there will be insufficient capacity provided ded by school parking alone to meet the expected vehicle demand. Based assumptions upon the above, from 388 to 532 ,vehicles will have to find parking at off -site p p locations. 3.3. Off -site parking locations and capacity Three likely alternative parking areas have been identified in the vicinity of the high school where off -site arkin be available. The School District has already contacted the City o f p g may Stillwater regarding use of the St. Croix Valley Recreation Center located at 1675 Market Drive. g g There are 450 arkin stalls on that site. The Stillwater Jr. High School at 523 West Marsh St. p g contains 500 arkin stalls. Lily Lake Elementary School located at 2003 West Willard St. p g contains 130 stalls. These sites are shown in Figure 3.1. The two sites owned by the School District p rovide 630 spaces, which could easily accommodate the high estimate of 532 spaces. The Recreation Center with Lily Lake School would provide 580 spaces, which would also be sufficient to accommodate the maximum number of expected vehicles parking off -site. 3.4. Bus shuttle program from off -site locations From 1,358 persons (with 3.5 persons per vehicle) to 1,596 persons (with 3.0 persons per vehicle may have to be shuttled from off -site locations to the stadium. Assuming buses with a } y capacity of 40 persons, from 34 to 40 bus trips will be required. Assum ing that the round trip from the off -site parking location to the stadium requires 12 minutes and all of these must occur within One hour, one bus will be able to make 5 round trips in an hour and 8 buses would be needed to p rovide this service. The closer the off -site parking, the fewer buses will be needed to provide adequate shuttle service. Stillwater Area Schools. Page 6 Stillwater Area High School - Stadium Improvement Parking and Traffic Assessment 3.5. Parking Management Since the school has control of events and scheduling at the school, it is possible to limit joint events at the school. Evening events could be scheduled to minimize any potential conflict that could occur on a Friday game night where arriving cars may conflict with departing cars from the stadium. For purposes of the parking and traffic study, it has been assumed that no conflicting events will be scheduled the evening of a football game. A ride - sharing program could encourage both students and adults attending the game to share cars or vans to minimize overall parking demand and reduce the number of off -site alternative parking spaces needed. For expected peak events, it may be helpful to provide advanced notice in the school paper and possibly the local paper regarding the availability of off -site parking and free shuttle service. In addition, issuance of on -site parking permits may help control on -site parking capacity. Signage to indicate that the lot is full and to provide information on alternative parking the shuttle service could also be helpful. On- street parking is prohibited in the residential neighborhood immediately east of the school until 5:00 pm, which should minimize parking in the neighborhood for afternoon games. Signage can be provided in other neighborhoods as needed to restrict parking associated with stadium events. On- street parking on major roadways in the vicinity of the school is not permitted. A combination of information and parking management should ensure adequate parking to meet stadium demand and minimize the need for any on- street parking in the vicinity of the school. Stillwater Area Schools. Page 7 Stillwater Area Hi h School- Stadium Improvements Parking and Tr affic Assessment 80TH ST N uvvv tiJ Q W �.., c —, , �top w __ _ wKKR+s Z $T w _ ` - w w t1 EAGLE RIDGE 0 W N AV EN ST W SI N N; ST E w a. �p � E d 4 to Q] �2 < H 4u _ as v w tZ - o. 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L Stillwater Area Schools Stillwater Area High School Stadium Improvements FIGURE 3.1 David Braslau Associates, Inc. PARKING AND TRAFFIC Off Site Parking Locations and Capacity Benshoof and Associates, Inc. ASSESSMENT Stillwater Area Schools Stillwater Area Hiiyh School - Stadium Improvement Parking and Traffic Assessment 4.4 TRAFFIC ANALYSIS 4.1. Purpose and Background The purpose of this section is to present the traffic study results for the proposed project. This assessment focuses on the Friday time period between 4 pm and 8 pm in order to analyze the peak entering and exiting traffic conditions. The two major intersections in the area, T.H. 5/58 Street and 58 Stieet/Neal Avenue, have been analyzed relative to traffic operations with a mayor football event occurring at the stadium. 4.1.1. EXISTING CONDITIONS T.H. 5 is a four -lane, divided roadway with turn lanes and traffic signals at maj or intersections. The geometries at the T.H. 5/58 Street intersection are as follows: • East approach -- one left turn only lane, one left turn/through lane, and one right turn lane. • West approach — one lane shared by left turn, through, and right turn movements • North approach — two left turn lanes, two through lane, and one right turn lane • South approach — one left turn lane, two through lanes, and one right turn lane The T.H. 5/58 Street intersection is controlled by a traffic signal which operates with east/west split phase and north/south protected left turns. 5 8th Street is a two lane, undivided roadway with turn lanes and a traffic signal at Neal Avenue. The geometries at the 58 Street/Neal Avenue intersection are as follows: • East approach — one left turn only lane, one through only lane, and one through/right turn lane. • West approach — one left turn only lane, one left/through lane, and one right turn lane • North approach — one left/through lane and one through/right turn lane • South approach -- one left turn lane and one through/right turn lane The 58 Street/Neal Avenue intersection is controlled by a traffic signal, which operates with east/west split phase and north/south permissive phase. Traffic volume data were collected on a Friday between 4:00 pm and 8:00 pm at both intersections on January 18, 2002. While traffic volumes may be slightly higher in the Fall, this is expected to have little impact on intersection performance. Stillwater Area Schools. Page 9 Stillwater Area High School - Stadium Improvement Parking and Traffic Assessment 4.1.2. TRAFFIC FORECASTS 4.1.2.1. Trip Generation Trip generation estimates for the stadium were based on the number of parking spaces available for spectators. It is expected that the worst case scenario for the stadium will involve use of all of the existing parking spaces. Currently there are 992 parking spaces on site as noted above in Table 2.1. The trip generation for the site was based on the following assumptions: • The football game begins a 5:00 pm • All of the 992 parking spaces are used • As noted in Section 2. 1 100 of the parking spaces are occupied at 4:00 pm by students or staff who are involved in other activities • 75 percent of the spaces will be filled during the 4:00 to 5:00 pm hour • 25 percent of the spaces will be filled during the 5:00 to 6:00 pm hour • 25 percent of the spaces will be emptied during the 6:00 to 7:00 pm hour • 75 percent of the spaces will be emptied during the 7:00 to 8:00 pm hour Table 4.1 shows the results of the trip generation estimates. Table 4.1 Trip Generation Estimate for a Football Event I Vehicle Trips I Hour In out 4 to 5 pm 670 75 5 to 6 pm 225 50 6 to 7 pm 50 225 7 to 8 pm 75 670 4.1.2.2. Trip Distribution Trip distribution was based on the central location of the stadium within the school district (see Figure 4.1) and the location of expected spectators. The following trip distribution percentages were for trips generated by the stadium: • 45 percent to /from the north on T.H. 5 O 40 percent to /from the south on T.H. 5 • 15 percent to /from the east on 58 Street Some of the traffic arriving from the south on T.H. 5 is assumed to use the right -in -only access south of 5 gth Street. Following the game, this access will also be used by some northbound vehicles. A limited number of vehicles are expected to access the site at the entrance to the bus parking lot east of Neal Avenue, since only 15% of traffic is expected to come from the east on 58` Street. Stillwater Area Schools. Page 10 Stillwater Area Hi School-Stadium Improvements Parkin and Traffic Assessmen STILLWATER AREA SCHOOLS )WASHE%MN COUNTY, &WVS15MA 4 sit. • MA14NE ON S 01� X T CR 1 /- _IA, if It B RINE SCH OL AREA H U GO ay W $7 7 HROW 5 s7 1A S OOL AREA m S7 N K Lj old~ t. t�_ COOP&" Lk Still '* U-1 1 it Twp 61--6 1-4Z ,;TONES DGE z" r 9 -CHOOL EA GRAN Mal& AWR 62 j _1 96 , is fA 35 MANTOMEDI $ �% 64 In 12. U - 7 I — t t2 17 W LE Nil 23 06 35 RUTHER ORD P LILY E A L (A #01-k • 4Af- r PANE SCHOOL REA 5 $TILCW R 24, 23 I Ncs t. 1 rS.4 1. 67 OA -PA R 2111,2s BAYR T ' SCHOOL AREA LAKE 4 rt ELM 7 Ba 13. Twp X35 CIO NO 25' HQ S t 1 �N I ANDERS oCHOOL A EA' OAKDAI E G I I - West LAKE IE 0 Lakeland C HOU REA Twp t - ...r 1C* 1 94: no �� A 974 30 H V LAKELA 'D VALLEY CROSSING- SCHOOL AREA LAKE a ST CROIX BEACH t 31 16 colt 19 A AFTON LAKELAND `.'ts ' SCHOOL AREA s `� t-9:1 WASW.; K, I cm-�rTr E AFTON UD GA I-AW ac WOODBURY r p Stillwater Area Schools Stillwater Area Hi School FIGURE 4.1 Stadium Improvements David Braslau. Associates, Inc. PARKING AND TRAFFIC Stillwater Area School District Benshoof and Associates, Inc. ASSESSMENT Stillwater. Area Schools Stillwater Area High School - Stadium Improvement Parking and Traffic Assessment 4.1.2.3. Intersection Traffic Volumes The .traffic generated by the proposed stadium was added to the existing volumes, resulting in post - development traffic volumes. Table 4.2 shows the traffic volumes for a Friday night with a football game at the stadium. EB, WB,tB and SB refer to Eastbound, Westbound, Northbound, and Southbound traffic, respectively. Table 4.2 Friday Turn Movement Volumes at the T.H. 5158 Street avid 58 Street/Neal Avenue Intersections with a Football Game at the Stadium TIME _ -- VOLUME TN 5/58 Street EB EB EB WB WB WB NB NB NB SB SB SB Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4 -5 m 50 15 20 235 5 170 10 770 215 550 400 15 i p 5-6 pm 65 15 30 250 5 170 10 790 225 405 480 15 6 -7 pm 45 10 20 250 5 165 10 595 155 215 325 10 7 -8 m 30 10 15 390 5 235 5 400 115 190 250 10 p _ 58 Street/Neal Avenue EB EB EB WB WB WB NB NB NB SB SB SB Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4 -5 p m 290 120 375 120 155 20 100 5 35 10 15 175 5 -6 pm 325 135 80 60 165 20 75 5 35 15 15 185 6 -7 pm 220 90 65 20 115 15 180 5 55 10 10 130 p ._ ..... . .. 5 95 75 20 85 10 450 5 115 10 � -8 m _ 1..7..0 �� 4.1.3. TRAFFIC ANALYSIS Capacity analyses were performed using the methodologies presented in the Highway Capacity Manual for each of the time periods. Capacity analysis results are presented in terms of level of service LOS), which range from A to F. Level of service A represents the best intersection operation, with very little delay for each vehicle using the intersection. Level of service F represents the worst intersection operation, with excessive delay. A description of each of these levels of service is included in Appendix A. For analysis purposes, the existing geometncs and traffic control were assumed for all time periods. Table 4.3 presents the capacity analysis results. All intersections will operate at LOS C or better for all time periods, which is considered an acceptable level of service. Some individual movements will operate at an acceptable LOS D, which still permits a stable, but restricted, flow. Therefore, the level of service analysis shows both intersections have adequate capacity to accommodate the expected traffic volumes. Stillwater Area Schools. Page 12 Stillwater Area High School - Stadium Improvement Parkine and Traffic Assessment Table 4.3 Friday Evening teak Hour Levels of Service at the T.I. 5158 th Street and 58 th Street/Neal Avenue Intersections with a Football Game at the Stadium TIME LEVEL OF SERVICE TH 5/58 1h Street - - i EB EB EB WB WB WB NB NB NB SB SB SB Overall Left Thru Right Left Thru Right Left Thru Right Left Thru Right Intersection 4 -5 pm C C C C C B D C A D A A C 5-6 pm C C C D D B D C A D A A C 6 -7 pm C C C C C B D B A D A A B I { 7 -8 pm C C C C C A D B A D A A B 58 Street/Neal Avenue EB EB EB WB WB WB NB NB NB SB SB SB Overall Left Thru Right Left Thru Right Left Thru Right Left Thru Right Intersection j 4 -5 m D D C D C C A A A B A A C { p i 1 5 -6 pm D D C D C C A A A B A A C 6 -7 pm D D C D C C B B A A A A C 7 -8 pm D D L C D C A C C A .__.. A A C .. ...... - -. - -- 4.2. Traffic Management With large events such as this, traffic operation difficulties can still occur even It no level of service difficulties are identified. This is due to the very large number of vehicles that will be entering and exiting at the start and end of an event. Some traffic management strategies to help reduce potential traffic operational difficulties include: the use of parking attendants to direct motorists where to park in the most efficient manner; possible signal timing changes to give more time for heavy entering movements before games and exiting movements after games; and use of police officers to direct vehicle and pedestrian traffic after games to help eliminate delays and conflicts due to the high number of exiting vehicles. 5.0 EXPECTED IMPACTS FROM NIGHT GAMES The parking demand for a football game, whether 'in the afternoon or the evening, is essentially the same and the school can control scheduling of other events at the school to minimize non - football parking demand during games. Similar off -site parking locations as discussed above will also be needed for night games. While parking is prohibited in the residential neighborhood east of the school until 5:00 pm, later parking could occur with a night game. Therefore, additional limitations with appropriate signage may be needed to control parking during night games at the school. Arriving traffic for a game beginning at 7:00 pm will not encounter PM Peak Hour traffic and hence overall volumes at the two critical intersections will be lower. Traffic will exit the school when background traffic is considerably lower than at 7:00 and 8:00 pm. Therefore, after -game traffic impacts are likely to be less than for daytime games. Stillwater Area Schools. Page 13 s Stillwater Area High School - Stadium Improvement Parking and Traffic Assessment 6.0 SUMMARY OF FINDINGS AND CONCLUSIONS 6.1. Parking demand and analysis The parking analysis has been based upon expected peak attendance at a football game of 4,500., which is only expected to occur once each year. Assuming an average vehicle occupancy of 3.0 to 3.5 perss�ns per vehicl. °, and assuming that some students may remain on campus and that some will use modes other than motor vehicles, a total vehicle parking demand of 1,280 to 1,500 vehicles has been estimated. with only 892 spaces expected to be available for an afternoon game at the school, 388 to 532 vehicles would have to find parking off -site. Shuttle buses would be required to bring persons from remote parking locations to the school. Assuming an average round trip from the remote parking (including passenger loading and unloading) of 12 minute, eight 40- passenger buses will be needed to provide this service. Similar parking demand is anticipated for both afternoon and nighttime games. For other games and events, parking on the school campus should be adequate. 6.2. Traffic demand and analysis Traffic was analyzed for the eriod between 4 pm and 8 pm at the intersections of TH 5 and 58"' p � number o f Street, and at 58 Street and Neal Avenue. Assumptions have been made as to th e nu vehicles per hour entering or departing the school campus. The distribution of arriving and departing trips is based upon the location of the school within the school district and population distribution within the district. Turning volumes were estimated at each of the two intersections for each. hour and intersection capacity was analyzed. It has been concluded that all intersections will operate at LOS C for all time periods, although some individual movements may operate at LOS D. Since these are acceptable levels of service, the two intersections will have adequate capacity to accommodate the expected traffic volumes. Traffic impacts from night games are expected to be lower than those analyzed in this assessment. 6.3. Parking and Traffic Management A ro am to encourage ride - sharing, walking or bicycling to the game could reduce parking and p � traffic demand, although benefits from such a program cannot be quantified. It may also be useful to issue special parking permits for on -site parking prior to the game, and to provide trained personnel to efficiently direct vehicles to appropriate parking locations. Changes in the signal timing may be helpful in order to give more time for heavy entering and exiting movements before and after games. Use of police officers to direct vehicle and pedestrian traffic after games during the heavy exiting movements will help eliminate delays and conflicts due to the high number of exiting vehicles. Additional signage may be required in adjacent neighborhoods to limit traffic and parking associated with stadium events. y:\jobs\2001jobs\201088\reports\stillwate traffic report.doc Stillwater Area Schools. Page 14 Stillwater Area High School - Stadium Improvement Parking and Traffic Assessment APPENDIX A LEVEL OF SERVICE (LOS) DESCRIPTIONS i Stillwater Area Schools. Page 15 i i I In order to better understand how the intersections operate from an overall traffi cap acity p acit standpoint, capacity analyses were performed using the methodology presented p Y in the Hig hway Capacity Manual. Capacity analyses determine how well or poorly an g Y p Y in tersection operating. tersection is o eratin . Ca acity analysis results are presented in terms of level of s ervice , which is defined in terms of traffic delay at the intersection, and ranges from an A to an F letter grade. • Level of service A corresponds to a free flow condition with motorists virtually p . unaffected by the intersection control mechanism. For a signalized or an unsignalized intersection, the average delay per vehicle would be approximately 10 seconds or less. • Level of service B represents stable flow with a high degree of freedom, but with some influence from the intersection control device and the traffic volumes. For a signalized intersection, the average delay ranges from 10 to 20 seconds. An unsign alized intersection would have delays ranging from 10 to 15 seconds for this level. • Level of service C depicts a restricted flow which remains stable, but with simificant influence from the intersection control device and the traffic volumes. The creneral level of comfort and convenience changes noticeably at this level. The delay ranges from 20 to 35 seconds for a signalized intersection and from 15 � . to 25 seconds for an unsignalized intersection at this level. • Level of service D corresponds to high - density flow in which speed and freedom are significantly restricted. Though traffic flow remains stable, reductions in gn Y comfort and convenience are experienced. The control delay for this level is 35 to 55 seconds for a sign alized intersection and 25 to 35 seconds for an unsignalized intersection. For most agencies in the Twin Cities area, level of service D p represents the minimal acceptable level of service for regular daily operations. • Level of service E represents unstable flow of traffic at or near the capacity of the intersection with p oor levels of comfort and convenience. The delay ranges from 55 to 80 seconds for a signalized intersection and from 35 to 50 seconds for an unsignalized intersection at this level. • Level of service F represents forced flow in which the volume of traffic approaching roachin the intersection exceeds the volume that can be served. Characteristics often experienced include: long queues, stop - and -go waves, poor travel times, low comfort and convenience, and increased accident exposure. . Delays over 80 seconds for a signalized intersection and over 50 seconds for an unsignalized intersection correspond to this level of service. STILLWATER AREA HIGH SCHOOL ENROLLMENT December 1993 1813 students 1994 1898 students 1995 1923 students 1996 1995 students 1997 2075 students 1998 2158 students 1999 2178 students 2000 2211 students 2001 2209 students 2002 2275 students (Projected) 2003 2244 students (Projected) The above projections are based on the comparison of the size of the senior class leaving and the freshman class entering. It does not account for students moving in or out of the district or choosing alternative programs. 798205 -1 • Stillwater Area High School Stadium Improvement Oak Park Heights, Minnesota SOUND IMPACT ASSESSMENT Prepared for Stillwater Area Schools by David Braslau Associates, Inc. 25 January 2002 • Stillwater Area H16 School - Stadium Improvement Sound Impact Assessment Table of Contents LO STUDY OBJECTIVES AND APPROACH .................................................................... I 2.0 LOCATION AND ORIENTATION OF LOUDSPEAKERS ........ 3 2 .1. Home Bleachers ............................................................................................................... 3 2.2. Visitor Bleachers ........................................................ .................................................... 3 3 .0 OFF-SITE SOUND LEVELS ........................................................................................... 8 3.1. Noise Contours ................................................................................................................ 8 3.2. Sound Levels at Adjacent Homes .................................................................................... 8 4.0 EFFECT OF CROWD AND BAND NOISE ................................................................. Stillwater Area Schools Stillwater Area High School - Stadium Improvement Sound Impact Assessment List of Figures Figure1 Stadium Layout ............................................................................ .............................. Figure2 Home Bleacher Plan .................................................................... .............................. Figure3 Home Bleacher Section ................................................................ .............................. Figure4 Visitor Bleacher Plan ................................................................... .............................. Figure 5 Visitor Bleacher Section ............ ................................................. ............................... 7 Figure V Noise V o n t o u r s ............................................................................ ............................... 9 Figure 7 Maximum Level at Adjacent Homes ......................................... ............................. Stillwater Area Schools Stillwater Area Hi School - Stadium Improvement Sound Impact Assessment 1.0 STUDY OBJECTIVES AND APPROACH This Sound Level Assessment examines possible locations and orientation for loudspeakers to provide ade covera of the home and visitor bleachers while at the same time limitin off- site sound levels at the closest residences to the south and west of the stadium. The tar maximum sound level for spectators in each of the bleachers shown on the stadium la in Fi I is assumed to be 85 dBA which should provide ade intelli with t back noise from the spectators. Use of the loudspeakers durin peak crowd noise I i periods will limited. This assessment assumes the minimum number of speakers re to provide ade covera However, use of additional speakers to provide covera of the bleachers can reduce the sound power needed for each of the speakers. Therefore, the off-site sound levels predicted here should represent worst case levels. Sound level predictions are based upon the AcoustaCADD computer model developed b Altec- Lansin assumin MR11594A loudspeakers. These should represent worst case sound levels in terms of dispersion awa from the bleachers. Section 2.0 of this assessment describes the assumed location. and orientation of loudspeakers to ensure ade covera of the home and visitor bleachers. Section 3.0 presents estimates of off site sound levels and expected maximum sound levels at thl- nearest residences. A discussion. of these levels relative to state noise standards IS Included. ' Section 4.0 discusses the issue of crowd noise and expected off -site sound levels associated with spectators as well as 111LISIcal g roups using the stadium. Stillwater Area Schools. Page Stillwater Area HIP School - Stadium Improvements Sound Impact Assessment .,,7 ol `� I.V -lam ISM; - � M ' � LYrMf __�... •ft =•.. ' � --� ". // 777 •I : ; ", •'• • : ,'' + r. � �.. `'.• '• ,rte 1 ";•' � - __ — _..1.. -__. _� '.� .� .. _ ..� ..ji_, � l r rte. 7 l l � � • } ` • Ar'� • Y - ~, \ ANCt 11llO+watM coops WHOM to MIOPOR" IJNQ Stillwater Area Schools Stillwater Area High School Stadium Improvements FIGURE 1 David Qraslau Associates, Inc. SOUND IMPACT ASST; SSMENrr Stadium Layout Anderson - Johnson Associates, Inc. Stillwater Area Schools Stillwater Area Hivh School - Stadium Improvement Sound Impact Assessment 2.0 LOCATION AND ORIENTATION OF LOUDSPEAKERS 2.1. Home Bleachers Loudspeakers on the home bleachers are assumed to be mounted on top of the press box and oriented downward and to the sides to provide maximum covera of the bleachers. As noted above, more than one speaker at each location could provide better covera of the bleachers while at the same time reducin off-site sound levels. Location of the loudspeakers relative to the bleacher la is shown in Fi 2. Location of the speakers relative to the bleacher cross-section is shown in Fi 3. To ensure a more even covera of the bleachers, placement of the speaker from 10 to 12 feet above the press box has been assumed. 2.2. Visitor Bleachers Loudspeakers for the visitor bleachers are assumed to be placed on posts either side of the bleachers with the loudspeakers oriented downward and towards the bleachers. An elevation of 35 feet above g round level has been assumed in this anal Location of the loudspeakers relative to the bleacher la IS S110�\11_1 in Fi 4. Location of' the speakers relative to the bleacher cross-section is shown in Fi 5. Stillwater Area Schools. Pa 3 Stillwater igh School - Stadium Improvements Sound Impact ssment 2819 TOTAL AIET /8" SEATS 30 TOTAL NET .33" WHEELCHAIR SPACE'S 28.49 TOT. SEATIAIG CAPACITY (BASED OS 2:.L'_ SEAT) Lou dsp eaker Locations 6' -0' PPESSBOX LAN 00 ,00 { ' 8' -0 x 6' -0 PR SS 8 x 4 - I r t L l � Li �/ TYP. TYP. MID aSLE ttnraDRAJL , r. SEATING LAY0UT NO SCALE Stillwater Area Schools Stillwater Area Higli School FIGURE 2 Stadium Improvements David Braslau Associates, Inc. SOUND IMPACT ASSESSMENT Home Bleacher Plan Anderson - Johnson Associates, Inc. Stillwater Area Schools Stillwater igh School - Stadium Improvements Sound Impact ssment Loudspeaker Location 5• - 0 BASE t y 4 2! 1 70 19 t ! !7 � !r 4 It w 9 � . (REFER TO 5O!CE' C1) n .. J ` y -r S r 1 ! tvP /• MwP f "Ek "L"CE 0.4 1 - srz�s � V I f Stillwater Area Schools Stillwater Area High School FIGURE 3 Stadium Improvements David Braslau Associates, Inc. SOUND IMPACT ASSESSMENT Home Bleacher Section Anderson - Johnson Associates, Tnc. ti W Stillwater Area Schools Stillwater A gh School- StadiIuiln Improvements Sound Imp act sment 1039 TOTAL NET 18" SEATS 12 TOTAL NET 33 WHEELCH41R SPACES 1051 TOTAL SEATING CAPACITY (BASED OX 22" SEAT) 25'-6' S' -4' 1' -G' Loudspeaker 1 4E PREFAS START RAMP � 5' - l " LANDING - 5'- 4 " L&NDING T-, 24' -0 i 1 :20 RAMP _ 24 J 1 :20 RAMP --- 30' -0" 1:20 RAMP I LAN DING J T'fP. L AY O UT EHT 1N LA`C�OUT fYP. TYR NO SCALE Loud Stillwater Area Schools Stillwater Area High School FIGURE I Stadium Improvements David Braslau Associates, Inc. SOUND IMPACT ASSESSMENT Visitor Bleacher Plan Anderson - Johnson Associates, Inc. Stillwater Area Schools Stillwater igh School- Stadium Improvements Sound Impac ssment EL. 35` t� 13 11 _ tQ Y 00, r o 110R93gE4C (REFER TO , SHEET C3) U� 2 t b c 4 ", SIDE VIEW 0 ►� Ste.£ Stillwater Area High School FIGURE 5 Stillwater Area Schools Stadium Improvements David Braslau Associates, Inc. SOUND IMPACT ASSESSMENT Visitor Bleacher Section Anderson - Johnson Associates, Inc. L. Stillwater Area Schools Stillwater Area H16 School - Stadium Improvement Sound Impact Assessment 3.0 OFF-SITE SOUND LEVELS 3.1. Noise Contours Noise contours have been estimated from the stadium sound s ( both home and visitor loudspeakers operatin simultaneousl The resultin contours are shown in Fi 6. Shown in the contour are the 65 dBA, 75 dBA and 85 dBA contour. The fi shows g enerall y ade covera of the bleachers with the desi level of 85 dBA and a 65 dBA contour that extends approximatel 300 feet south of the bleachers. The contour extends further to the east since the speakers for the visitor bleachers are directed g enerall y towards the bleachers or to the east. Because of the smaller area to be covered, the visitor loudspeakers can be set 10 dBA lower than the home loudspeakers. Thus, orientation of the bleachers and location of the home and visitor bleachers contribute to the containment of sound around the stadium. The state noise standard that is applicable to sound from loudspeakers is the LIO standard, or the sound level exceeded for more than 6 minutes and less than 30 minutes of an hour. The LIO limit for da hours ( 7 am to 10 pm. is 65 dBA. Therefore, it can be seen that the impact area of levels over the state noise standard is limited to about 300 feet from the stadium. This assumes a well-desi and well-tar sound s to minimize unwanted sound outside of the bleacher areas. 3.2. Sound Levels at Ad Homes Maxl*MUI-1-1 SOLInd levels have also been estimated at individual residences closest to the stadium. These levels are shown in Fi 7. The location of the homes are identified b number in Fi 6. As expected., the hi sound level is predicted for Home 3 which is closest to the stadium. The sound level is g enerall y proportional to the distance of the homes from the stadium. As can be seen in Fi 7, all of the levels are well below the LIO 65 dBA da sound level limit for residential land uses. Should li be provided for the stadium, the anticipated time for the completion of g ames is 9:15 to 9:45 pm, so that g ames are not expected to extend past the 10 pm da period. Should g ames or events extend be 10 pm, provisions will have to be made to reduce sound levels b at least 4 dBA. This could be done b usin onl a portion of the sound s as needed or usin a speciall desi sound s for these t of events. Stillwater. Area Schools. Pa 8 t „�' '�:.. y i rYr:.t r (bQt`Rb :. 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'i � ^j y 'SG.t.. , ,t .4y t.J°'•7:;ag�c., r, .f -.. �' y R, '� • a:r - "" A l .w. r, A P 1 i Fw \., v' t• f t }lE �� ' n.� 1 a �' a. ♦ S; a'� i lG. f.t .ar. ":Y► :4 l., .•(,._ ',� >,. V";y. 'ir � .:> r r ^d tlt ,, t , y ;. <,�t4.. '!E• 15•x►, v., ,v ��. _ _ • Elk River ing Indirect Source Perm lication Predicted Maximum Level at Nearest Homes State L10 Daytime Limit (before 10 pmt 64 - 62 - -- __..- .-- ..__._ <t 60 m ,3 a� --' 58 - _ - - - . _ - - -- - _- - - - - a btj 4 P ` f f 54 ' t ' "A�;f ... �f . X 10 ' / X" 50 Home 1 Home 2 Home 3 Home 4 Home 5 Home 6 Home 7 Home 8 Home 9 Associated Developers of Minnesota, Inc. Elk River Crossing (Elk River, Minnesota) FIGURE 7 David Braslau Associates, Inc. INDIRECT SOURCE PERMIT Maximum Level at Adjacent Homes Benshoof & Associates, Inc. APPLICATION Associated Developers of Minnesota, Inc. Stillwater Area Hitzh School - Stadium Improvement Sound Impact Assessment 4.0 EFFECT OF CROWD AND BAND NOISE Worst case noise levels associated with spectators seated in the home team and visitor team bleachers can be approximated usin published voice level data and assumin that virtual l all of the home spectators in the bleachers shout simultaneousl Assumed peak attendance at a football g ame is 4,500 persons. With the closest home approximatel 600 feet from the bleachers, the maximum predicted crowd level with ever in the bleachers shoutin is 59 dBA, takin into account some directivit of the human voice.. This level is similar to the maximum expected level from the sound s and is well below the L10 standard of 65 dBA for sounds that last g reater than six minutes of an hour. These levels of voice effort cannot persist for more than several seconds and the time at these levels is likel to total onl several minutes durin even a hi scorin g ame. Even if combined with simultaneous sound from loudspeakers, the maximum predicted level at the nearest residence is 62 dBA which is still below the 65 dBA. It is unlikel that this will occur for more than a total of several minutes in an g ame, and this level will onl occur one ti me per y ear with peak attendance. Three of the four g ames have approximatel one-half as man spectators, so that sound levels will be at least 3 dBA lower than those discussed above. The option of erectin a sound wall or plantin a tree buffer will have little if an effect on t) reducin these sound levels since the sources are dispersed throu the bleachers and are well above g round level. The crowd noise Issue has been reviewed for similar pro with staff of the Minnesota Pollution Control A It has been noted that no violation of the noise standards were ever attributed to crowd noise at outdoor events. The current MPCA position on crowd noise from sportin events is that it is unre Therefore, crowd noise is not likel to exceed an currentl established limits on sound level. Bands pla durin practice.or football g ames, and Drum and Bu g roups that ma use the stadium one time per y ear, will g enerate sound levels g enerall y well below those of the sound s or spectators. The maximum sound level with bands marchin towards the nearest homes will be well below 65 dBA and the level will be si reduced as band members march awa from the homes. Bands seated in bleachers will g enerall y direct their instruments towards the field and minimize sound levels to the south where the nearest homes are located. Therefore, sound levels from the bands on the field or in the bleachers are not likel to exceed MPCA standards and no si impact from band music is expected because of the proposed stadium. y :\jobs\.?001 j obs\201088veports\stillwater noise report.doc Stillwater Area Schools. 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