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CUP planning issues (2)
M 1 3. The stormwater plan for the project shall be subject to review and approval of the City Engineer and the Middle St. Croix Watershed Management Organization. 4. The utility plan shall be subject to review and approval of the City Engineer. 5. The trash/generator enclosure shall be moved approximately five feet to the west in order to allow additional landscaping. The final location of the enclosure is subject to the location of a fiber optic line. 6. The City Council shall approve the final fixture design for the parking lot lights. The concrete base heights shall be minimized to less than one foot in height. 7. The City Council shall consider options for the two traffic circle islands, including trees, landscaping, flag poles, or public art piece. 8. The traffic circle bollards shall be of a decorative design. 9. The City Council shall determine the final building design, materials and color selection. 10. The landscape plans shall be subject to review and approval of the City Arborist. 11. Any additional signage proposed for the site or buildings shall be subject to review and approval of City staff. e l The electric generator shall comply with all MPCA standards for noise. Upon installation, any noise issues shall be mitigated by the City with appropriate sound buffering. III. Reference Attachment: The report of the City Planner dated December 30, 2008 and site plan approved by the City Council are annexed hereto by reference. IV. Abandonment: This permit requires continuous use in order to preserve the Conditional Use granted by the City under the terms hereof. Any discontinuation or abandonment of the uses permitted hereunder upon the site for a period of 12 continuous months shall constitute abandonment and void the permit. V. Annual review: Annual review is not imposed as a condition of this permit [ 7 EXHIBIT "B" • PLANNERS REPORT AND SITE PLANS , • 114/4,4 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 1111 Telephone: 753.231.2555 Facsimile: 763.231.2561 planners@nacplanning.com ENCLOSURE 2 PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: December 30, 2008 RE: Oak Park Heights — City Hall and Public Works Facility: Application for Conditional Use Permits, Site Plan Review, and Design Guidelines Review FILE NO: 798.04 — 08.03 BACKGROUND Randy Engel, representing Buetow and Associates, has made application on behalf of the City of Oak Park Heights for the construction of a new City Hall building and expansion of the Public Works facility. The application consists of requests for a conditional use permit for open and outdoor storage, a conditional use for proof of parking, a conditional use permit for building height, site plan, and Design Guidelines review. The project is to be completed in two phases, the first to construct the City Hall and Public Works expansions, outdoor storage areas, and associated driveway. The second phase would involve demolition of the existing City Hall building and construction of the entry driveway, traffic circle, and much of the parking adjacent to the new building. The property is zoned 0, Open Space Conservation in which city halls and their accessory structures and uses are a listed permitted use. Attached for reference: Exhibit 1: Plan Cover Sheet (A0.0) Exhibit 2: Boundary and Topographic Survey (02.01) Exhibit 3: Demolition Plan (C1) Exhibit 4: Paving Plan (C2) Exhibit 5: Grading Plan (C3) Exhibit 6: Erosion Control Plan (C4) Exhibit 7: Utility Plan (C5) di Exhibit 8: Engineering Details (C6) Exhibit 9: Engineering Details (C7) Exhibit 10: Landscape Plan (L1.0) Exhibit 11: Site Plan (A1.0) Exhibit 12: City Hall Existing Floor Plan (A2.0) Exhibit 13: City Hall Proposed Lower Level Floor Plan (A2.1) Exhibit 14: City Hall Proposed Main Level Floor Plan (A2.2) Exhibit 15: City Hall Proposed Roof Plan (A2.3) Exhibit 16: Public Works Proposed Floor Plan (A2.4) Exhibit 17: Public Works Proposed Roof Plan (A2.5) Exhibit 18: City Hall Exterior Elevations (A3.0) Exhibit 19: City Hall Exterior Elevations (A3.1) Exhibit 20: Public Works Exterior Elevations (A3.3) Exhibit 21: Lighting Plan (EP1) Exhibit 22: Comments of the City Arborist Exhibit 23: Comments of the City Engineer PROPOSED PROJECT The City Council, in May 2008, passed a resolution authorizing the issuance of bonds to fund the construction of a new City Hall facility which will replace the 35 year old Aik building located at 14168 Oak Park Boulevard. A Citizens Advisory Committee was NIV appointed by the City Council to look at options and provide recommendations on the building and facility needs of the City. The project architect, Buetow and Associates, and the project engineer, Larson Engineering, have provided site and building plans for review. The project will require a conditional use permit for open and outdoor storage, for building height, for proof of parking, as well as site plan and Design Guidelines review. The footprint of the new City Hall will include 13,640 square feet on the first floor and 11,697 square feet on the lower level. It will include offices for City Administration and the Police Department, meeting space, a Council chambers, storage space, and garage space in the lower level. The Public Works garage will be expanded to a 5,996 square foot facility. The existing City Hall will be demolished. Of that building, a 484 square foot water pump house will remain. The site and grounds will be updated with new parking, trails, and landscaping. A Public Works storage area and a City impound lot will be located at the west side of the site and are to be totally enclosed by fence and landscaping. ISSUES ANALYSIS Comprehensive Plan. The Proposed Land Use Map of the 2008 Comprehensive Plan t. 'P indicates the City Hall property and the area to the north as Government Facilities. The 2 map and the Comprehensive Plan were adopted by the City Council at its December 23, 2008 meeting. The new City Hall and Public Works facility improvements will be conforming with the Comprehensive Plan. Zoning. The City Hall and surrounding open areas are zoned 0, Open Space Conservation. Municipal structures and buildings, as well as parks and recreational facilities, are a listed permitted use. The Public Works facility and water pump house are existing accessory structures on site. Area and Building Size Requirements. City Hall Property — 0, Open Space Conservation Required Lot Area Existing Lot Area 5 acres 17.8 acres Required Lot Width Existing Lot Width 200 feet 200 feet + ++ Required Building Height Proposed Building Height 35 feet Main Structure — 24 feet Rotunda — 40 feet • City Hall Property — 0, Open Space Conservation SETBACKS — CITY HALL Required Front Yard Proposed Front Yard 50 feet City Hall - NA Required Side Yard Proposed Side Yard 30 feet 30 feet + ++ on all sides Required Rear Yard Proposed Rear Yard 50 feet 300 feet ++ SETBACKS - ACCESSORY BUILDING — PUBLIC WORKS GARAGE Required Side Yard Proposed Side Yard 5 feet 35 feet (west) Required Rear Yard Proposed Rear Yard 8 feet 400 feet ++ SETBACKS — PUBLIC WORKS STORAGE AND CITY IMPOUND LOT Required Side Yard Proposed Side Yard 10 feet Public Works Storage - 20 feet City Impound Lot — 23 feet 3 The new City Hall building, the addition to the Public Works facility, the Public Works storage, and City impound lot will meet all Zoning Ordinance setback requirements. Parking. City halls are considered as office buildings for the purpose of calculating parking requirements. The Zoning Ordinance requires "three (3) spaces plus at least one space for each two hundred (200) square feet of floor area." Main Level 13,640 square feet Lower Level (Parking Area Subtracted) 11,697 square feet Total 25,337 square feet 25,337 X .9 = 22,803 _ 200 = 114 + 3 = 117 parking spaces required The site plan indicates the following parking to be provided: Surface Parking 56 stalls Parking Garage 8 stalls Proof of Parking 54 stalls Parking Stalls Provided 118 stalls Section 401.15.F.9.00 of the Zoning Ordinance allows the City Council to approve a site plan with proof of parking by conditional use permit. The site plan indicates the area that has been reserved for the 54 stalls of proof of parking. If the stalls are needed in the future, the parking area can be expanded to meet the demand at that time. The site would require five accessible parking stalls. The site plan indicates five accessible stalls, all of which are van accessible. Open and Outdoor Storage. Open and outdoor storage is allowed as a conditional use permit in the Zoning Ordinance. The City impound lot will be located on the west side of the City Hall site. It will be enclosed with an eight foot solid fence constructed of a Trex composite wood. The area will be 72 feet by 65 feet and accessed by a gate on the south side. The Public Works storage area is located to the south of the impound lot and is proposed to be 40 feet by 74 feet. It will also be enclosed with an eight foot solid fence. The gate would face east. Both of the enclosure . areas would be landscaped, especially to the west, adjacent to the existing Pine Grove Garden development. Additionally, there are existing trees that will provide screening, especially for the Public Works storage area. City staff has reviewed the list of conditions for a conditional use permit found in Section 401.03.A.7 of the Zoning Ordinance and finds no adverse effects of granting the conditional use permit for the open storage areas. The areas will be adequately screened by a solid fence, existing trees and landscaping. !II 4 , t Intensity. The submitted photometric plan meets the Zoning Ordinance requirements • for lighting intensity. Location. The ordinance requires the light source of an outdoor light fixture to be set back a minimum of five feet from an interior side lot line. All of the proposed fixture locations would meet this requirement. Hours. Outdoor lighting for parking Tots shall be turned off one hour after closing, except for approved security lighting. Landscape Design. The landscape plan shall be subject to approval by the City Arborist. The comments of the City Arborist are found as Exhibit 22. In addition to those comments, please find comments of City staff: Rain Garden. The rain garden element is an effective way to treat stormwater runoff in addition to educating the public. These gardens are not only aesthetically pleasing but functional as well. This might be a great opportunity to add an interpretive signage element that outlines educational and interesting rain garden /stormwater facts. Traffic Circles. The two traffic circles give opportunity for a vertical element, whether that be landscaped or public art. According to AASHTO Roundabout Design Guidelines, center landscaping is an important part of a roundabout design to provide visual awareness of the traffic circle. The available space in the center would allow for perhaps a hardy ornamental tree and shrubs, flag pole or public art piece, or any combination of all three. Bollards. The traffic circle bollards could be enhanced aesthetically from the currently specified concrete filled tubes. There are several examples of "off the shelf" catalog bollards that include interesting metal work in a variety of colors and shapes. Trash Enclosure. The trash enclosure located south of the rain garden could be shifted to the left to allow additional space for landscaped elements in front of the trash enclosure wall. This would screen an otherwise vertical blank trash enclosure wall. Signs. The building plans indicate only one wall sign at the front of the City Hall building. The sign reads" City of Oak Park Heights" and is a total of 25 square feet. The signage for a public facility in the 0 District is not allowed to exceed 60 square feet. The sign will be lilt with ground mounted directional fixtures in accordance with the Zoning Ordinance standards. Additional directional signage may be added to the Public Works building. When proposed, the signage shall be subject to approval of City staff. The City may also decide to add additional directional signage at the first traffic circle to direct vehicles to the City Hall and the parking areas. Building Type and Construction. 6 . r uali . The proposed City Hall building meets the quality standards of the ordinance, hich states that buildings in all zoning districts shall maintain a high standard of architectural and aesthetic compatibility with surrounding properties to ensure that they will not adversely impact the property values of the abutting properties or adversely impact the public health, safety, and general welfare. Colored building elevations will be provided at the Planning Commission and City Council meetings. The exhibits, as attached, provide detailed elevations with all of the material types identified. Exterior Finishes. The exterior of the City Hall structure will feature a stone veneer at the front entrance with a majority of the building covered in brick. A rotunda feature will emphasize the front entrance. There is significant detailing in the brick and around the windows that breaks up the larger facades. The windows will be a pre- finished aluminum window system and the roof a metal standing seamed system. The final exterior colors of the building have not been finalized, but the initial material selections have been neutral colors that are consistent with the Design Guidelines. All exterior colors will be subject to review and approval of the City Council. The Public Works garage and the water pump house are to be resurfaced in the same brick as _ used for the City Hall. • Mechanical Equipment. All of the mechanical equipment for the City Hall and Public *Works facility shall be enclosed in the building structures or enclosed by screening walls. Building Height. For principal buildings (City Hall), the building height maximum allowed in the 0 District is 35 feet. For accessory buildings (Public Works), the building height is 17 feet with the approval of the Building Official. The main City Hall building will be 24 feet in height when measured from the medium building elevation at the ground to the mid point of the gabled roof. The building height measurement is compliant with the Zoning Ordinance. The rotunda is 40 feet to the peak of the roof from the medium building elevation. The Zoning Ordinance requires a conditional use permit if a structural element of the building exceeds the maximum height of the building by more than five feet. The rotunda element is about eight feet above the ridge of the building and 16 feet above the measured height of the build iew con i ional use permit is required for the rotunda element. City staff has building heights in light of the requirements for a conditional use permit found in Section 401.03.A.7 of the Zoning Ordinance, and finds no adverse impact of granting the conditional use permit for the building height. The additions to the Public Works building will be 16 feet in height. The existing water pump house is 11 feet in height. There are no height issues with either of the accessory buildings. 7 RECOMMENDATION AND CONCLUSION Based upon the preceding review, City staff recommends approval of the conditional p p g Y use permits for open and outdoor storage, for proof of parking, for building height as well as approvals of the site plan and Design Guidelines review subject to the following: 1. The City Council shall approve the final materials and colors of the fencing and gates for the City impound lot and the Public Works storage area. 2. The driveways and traffic circle design shall be subject to review and approval of the Police Chief and Fire Marshal. 3. The stormwater plan for the project shall be subject to review and approval of the City Engineer and the Middle St. Croix Watershed Management Organization. 4. The utility plan shall be subject to review and approval of the City Engineer. 5. The trash /generator enclosure shall be moved approximately five feet to the west in order to allow additional landscaping. The final location of the enclosure is subject to the location of a fiber optic line. 6. The City Council shall approve the final fixture design for the parking lot lights. The concrete base heights shall be minimized to less than one foot in height. 10 7. The City Council shall consider options for the two traffic circle islands, including trees, landscaping, flag poles, or public art piece. 8. The traffic circle bollards shall be of a decorative design. 9. The City Council shall determine the final building design, materials and color selection. 10. The landscape plans shall be subject to review and approval of the City Arborist. 11. Any additional signage proposed for the site or buildings shall be subject to review and approval of City staff. 12. 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Widin [kdwidin @comcast.net] rt: Monday, December 29, 2008 2:25 PM Eric Johnson; Mark Vierling (E- mail); Dennis Postler (E- mail); Scott Richards; Jimmy Butler; Judy Hoist; Julie Hultman; Tom Ozzeilo; michaellueth @buetowarchitects.com Subject: Revised Landscape Plan OPH City Hall Project OPH Staff - 1 have reviewed the revised landscape plan for the new OPH City Hall project. Changes have been made regarding the potential problems I pointed out in my review of 12/18/08. These changes include moving the trail away from the existing large oak SW of the Pub. Works Bldg., changing oaks specified on N and S ends of main entrance walkway to a smaller statured tree (Jap. tree lilac) because of constricted rooting areas, and adding language regarding removal of twine and upper courses of wire basket from root ball prior to filling in planting hole. I accept these changes to the plan and planting detail. Kathy Widin OPH Arborist • 1 5 Julie Hultman From: K.D. Widin [kdwidin @comcast.net] Sent: Thursday, December 18, 2008 8:28 AM T Eric Johnson; Mark Vierling (E- mail); Dennis Postier (E- mail); Scott Richards; Jimmy Butler; Judy Hoist; Julie Hultman; Tom Ozzello; michaeilueth @buetowarchitects.com Su ct: OPH City Hall Landscape Plan & Tree Protection OPH Staff - 1 have reviewed the site and landscape plans submitted for the construction of the new City Hall. I have the following comments, most of which 1 shared at the site review meeting yesterday: 1. The site plan shows one large oak in the SW corner of the project (N of the entrance road) to be removed and the other to be saved. The plan also shows a curb on one side and a trail on the other side, both within the branch spread of the tree to be preserved. Having excavation and construction activity within the branch spread will make it difficult to save the oak. In the meeting, re- routing of the trail was discussed, and this would help a lot. Also, any additional distance that the curbing can be moved away from the trunk on the NE and E sides would be good. 2. The plant material chosen for the landscaping looks good. Most are native or improved cultivars of native plants. One exception is 'Little Princess' spirea, but this is an excellent landscape plant, so that will work for this project. 3. The design overall looks good, and will complement the site and building. The use of a rain garden near the building will not only help with runoff from the site, but will be a good educational piece for residents and others visiting City Hall. 4. I commend the use of oaks in the landscape plan (Oak Park Hts.), but recommend a couple things: a. the oaks are currently shown in rows - this would be an issue if one of them contracted oak wilt disease, which spreads by root grafting underground, as well as by insect transmission to fresh wounds in the spring. Alternating the oaks with pother species would probably be better from the disease standpoint. I understand the design concept, and the si n of oak wilt in these trees is a long shot, particularly if the oaks are not pruned during April 1 -July 1, the most susceptible period for insect transmission. 1 mention this possibility as a plant pathologist, and to make the City aware of all issues; however, I will not reject the plan if the oaks remain as depicted. b. the oaks at the south end of the walkway from the entrance to City Hall are shown planted in an area possibly 15 ft. in diameter or less, due to infrastructure. This size area is too confining for the root system of the oaks and smaller stature trees, shrubs, or perennials /grasses should be planted in these locations instead of large stature trees such as oaks. c. the trail on the east side of the City Hall comes down to the entrance road and also will constrict the rooting area of oaks planted on the east side of the entrance sidewalk, especially the southernmost ones mentioned in 4b. 5. Planting Detail - this looks o.k. except that I would like to see points in the diagram added: a. twine should be removed from . base of trunk and top of burlap pulled back before back - filling b. the top of the wire basket (if any) on the root ball of B &B material should have the top 1/3 removed before back - filling the planting hole (planting method will be checked and trees will need to be re- planted if 5a & 5b are not completed before planting) I have forwarded the Tree Protection Standards for OPH to Mike Lueth. These describe the requirements for tree protection during construction. If you have any questions regarding this review or report, please contact me. Kathy Widin Arborist Ci Oak Park Heights ( 1 5 City of Oak Park Heights Page 2 City Hall 12 -23 -08 I . 4. Provide more grading detail /spot elevations at the following locations: -Trash enclosure - Sidewalks (cross slopes) - Curb cuts at pedestrian ramps. - Concrete stoops 5. At the southwest corner of the impound lot the proposed grade is 948.18 and the elevation to the east is at 947.0 for a slope of approximately 8 %. Is it possible to flatten this grade? DRAWINGS C5 1. The slope on the sanitary sewer shall meet the Minnesota State Plumbing Code 4715.2400. For an 8" pipe the required slope is 0.52% 2. As discussed above, drain tile shall be placed in pavement sections with a sand subbase. At a minimum, the drain tile shall be placed at the low points and extend 20 feet in each direction from the catch basin. 3. The storm water reports states that there are Type D soils in this area. Will there be drain tile around the footings of the structures? If so, show elevation of the drain tile, locations and discharge locations. 4. Insulation shall be placed at all water main /storm sewer crossings. 5. Verify with the Public Works director that the submerged pipe on the outlet structure is acceptable. If the submerged pipe is approved it should be increased to 21" to provide area for sediment build -up. 6. Provide a separate submittal that identifies the drainage path of the pond discharge. Verify that the storm water is not impacting any commercial or residential areas. 7. Under Note 5 the class of RCP shall be changed to Class V for all 12 ", 15" and 18" RCP. 8. Under Note 11 it should state that any DIP sanitary sewer shall be poly lined. 9. Note 14- The City of Oak Park Heights does not officially have standard specifications; therefore specifications will be required for this project. GENERAL COMMENTS 1. The drawings are missing items such as structure /invert elevations, callouts, structure schedule, details, etc... A more detail review will be performed as the construction documents progress. 2. The following items should be submitted for review: - Rational Calculations for storm sewer. - Response comments from Middle St. Croix Watershed Management Organization - Final Geotechnical Report 3. The storm water report discusses a Bio- Retention Basin. Where is this located on the site? 4. Verify with the Middle St. Croix Watershed Management Organization that the proposed 9600 cf discharge into Wetland C is acceptable. City of Oak Park Heights Page 3 City Hall 12 -23-08 The plans will require further review when items discussed in this letter are submitted. If you have any questions or require additional information, please contact me at (651) 604 -4788 or Dennis Pastier at (651) 604 -4815. Sincerely, BON 00 74° Karen S. Erickson, P.E. cc: Tom Ozzello, Public Works Director Jim Butler, Building Official Scott Richards, City Planner Mark Vierling, City Attorney Randy Engel Buetow & Associates DMP, CWL -2, File — Bonestroo • • • 1.. MIDDLE ST. CROIX WATERSHED MANAGEMENT ORGANIZATION 1 380 WEST FRONTAGE ROAD, HIGHWAY 36 10 S T I L L W A T E R , M I N N E S T O A 5 5 0 8 2 11 441b. P h o n e 6 5 1 . 2 7 5 . 1 1 3 6 x 2 2 f a x 6 5 1 . 2 7 5 . 1 2 5 4 w w w . m s c w m o . o r g • MSCW January 20, 2009 Mr. Eric Johnson 14168 Oak ParkBlvdN P.O. Box 2007 0 4 Death Oak Park Heights, MN 55082 RE: Oak Park Heights City Hall Dear Mr. Johnson: The Middle St. Croix Watershed Management Organization (MSCWMO) staff received required submittal items on December 18, 2008 for the proposed Oak Park Heights City Hall Project, located within MSCWMO boundaries and in the city of Oak Park Heights. The proposed project qualified for full review under the MSCWMO 2006 Watershed Management Plan (WMP). The MSCWMO Board approved the project at their regular board meeting on January 8 2009 with variances to Performances Standards 4,5, and 6 (WMP Section 5.2.4) relating to steep slope requirements (grading on slopes greater than 12 %). The following condition was also included with their approval: 1. Ensure that adequate pretreatment is provided upstream of the bioretention cell — one of the bioretention cells is receiving directed runoff from roof downspouts. Additional pretreatment should be added (river rock, turf mat, etc.) to slow runoff entering the basin from downspouts to prevent future erosion/maintenance issues. This approval does not constitute approval by the city of Oak Park Heights. The enclosed checklist contains detailed information on project review qualifications and the policies and performance standards of the WMP. MSCWMO review process information can be downloaded from www.mscwmo.org. Feel free to contact me at 651 -275 -1136 x22 or ACarolan @mnwcd.org if you have any questions regarding these comments. Sincerely, ( 741e04.4rek-‘--- -- Amy Carolan Middle St. Croix Watershed Management Organization, Administrator cc: Eric Meyer, Larson Engineering i Middle St. Croix Watershed Management Organization Member Communities Afton, Bayport, Baytown, Lakeland, Lakeland Shores, Lake St. Croix Beach, Oak Park Heights, St. Mary's Point, Stillwater, l3 West Lakeland • MIDDLE ST. CROIX WATERSHED MANAGEMENT ORGANIZATION 1 380 WEST FRONTAGE ROAD, HIGHWAY 36 STIL L WATER, MINNESTOA 55082 Phone 651.275.1136 x22 fax 651.275.1254 www.mscwmo.org • MSCW MSCWMO PROJECT REVIEW PROCESS — POLICIES AND PERFORMANCE STANDARDS - ; This document is for guidance. Applicants should consult the MSCWMO Watershed V. Management Plan (WMP) for specific requirements. All requirements of the policies and performance standards contained within Section 5 of the WMP must be met before the MSCWMO Board will approve the project. PROJECT NAME: OAK PARK HEIGHTS CITY HALL THE FOLLOWING POLICIES AND PERFORMANCE STANDARDS APPLY: [A checked box indicates compliance] Direct discharge of stormwater to wetlands and all other water bodies without water quality treatment is prohibited. WMP Section 5.1.4, Policy Item 1 ED Sources of water pollution shall be identified through the MSCWMO data collection program and corrected through the application of BMPs. WMP Section 5.1.4, Policy Item 2 ® All hydrologic studies shall analyze the 24 -hour two- (2.75 inch), ten- (4.15 inch) and one hundred -year (5.9 inch) critical rainfall event, with the critical duration defined as that event causing either the highest water surface elevation or the largest peak discharge in an area or both. Any study must use consistent methodology for the pre - development and post- development land use conditions. The methodology must be approved by MSCWMO. WMP Section 5.1.4, Policy Item 3 ® Newly developed or redeveloped areas will be limited to the predevelopment or existing rate of runoff or to a rate within the capacity of downstream conveyance systems, whichever is less, and no increase in the volume or rate of runoff from newly developed areas will occur in areas where natural outlets do not exist. In sub -areas of a landlocked watershed, development shall not increase the predevelopment volume or rate of discharge from the sub -area for the 10 -year return period event. WMP Section 5.1.4, Policy Item 4 ® Runoff will be minimized through on -site infiltration or prevented through reduction in impervious surfaces to the largest extent possible before detention ponds are used. WMP Section 5.1.4, Policy Item 5 /! Site design practices that may have only a minor negative impact on peak flow and volume, such as the use of buffer strips along receiving waters and drainage swales, will be promoted to achieve compliance with the water quality performance standard. WMP Section 5.1.4, Policy Item 6 • Middle S Croix Watershed Management Organization Member Communities Afton, Bayport, Baytown, Lakeland, Lakeland Shores, Lake St. Croix Beach, Oak Park Heights, St. Mary's Point, Stillwater, & West :Lakeland El Applicants must secure any flowage easements that would be required to accommodate the stormwater management facilities. These easements will be granted up to the 100 -yr flood level. WMP Section 5.1.4, Policy Item 7 El Applicants will provide the MSCWMO with 100 -year flood levels on the ponds, lakes, and streams as parcels are developed. WMP Section 5.1.4, Policy Item 8 El The MSCWMO has adopted the Washington County Floodplain Regulations. (Appendix H). WMP Section 5.1.4, Policy Item 9 $ Project must meet the Design Standards for Structural Stormwater Management Measures of the State of Minnesota Stormwater Manual, November 2005, or the most recent edition at www.pca.state.mn.us/ water / stormwater /stormwater- manual.html. WMP Section 5.1.4, Performance Standard 1; WMP Section 5.2.4, Performance Standard 1, Design requirements for bioretention basins: II Adequate pretreatment upstream of bioretention practice(s) ® Construction phased so that impervious area construction is complete and pervious areas have established vegetation before stormwater is introduced into bioretention practice(s) Drawdown time of the bioretention practice(s) 48 hours or less from the peak water level ED Planting plan detailing establishment of vegetation suitable for hydrology • of basin The design permeability rate through the planting soil bed must be high enough to fully drain the stormwater quality design storm runoff volume within 48 hours. ® Easy access provided for routine maintenance of infiltration practice(s) ® Maintenance plan clearly identifies long -term maintenance schedule and responsibility ® Secondary outlet provided ►1 Separation from seasonally saturated soils or bedrock is 3 feet or more ® Enhanced volume runoff controls will be designed to retain on -site the first t/2 inch of runoff for all impervious areas plus % inch of runoff for areas with compacted soils. WMP Section 5.1.4, Performance Standard 2 a. Impervious areas or surfaces are defined as a surface in the landscape that impedes the infiltration of rainfall and results in an increased volume of surface runoff. b. Compacted soils are defined as surfaces in the landscape where the underlying soils are compacted by construction or other activity that impedes the infiltration of rainfall and results in an increased volume of surface runoff. c. In redevelopment scenarios, volume control_ standards apply only to areas of new construction, where soils are compacted, runoff characteristics are changed, or vegetation is removed. • Middle St. Croix Watershed Management Organization Member Communities Afton, Bayport, Baytown, Lakeland, Lakeland Shores, Lake St. Croix Beach, Oak Park Heights, St. Mary's Point, Stillwater, & West Lakeland • ►1 No increase in rate of runoff leaving the site from pre - development to post- development conditions generated by the 24 -hour two- (2.75 inch), ten- (4.15 inch) and one hundred -year • (5.9 inch) critical rainfall events. WMP Section 5.1.4, Performance Standard 3; WMP Section 5.2.4 Performance Standard 2 1 A Stormwater Pollution Prevention Plan (SWPPP) that meets the National Pollutant Discharge Elimination System (NPDES) requirements must be submitted to and approved by the MSCWMO for all projects undertaking grading, filling, or other land alteration activities which involve movement of earth or removal of vegetation on greater than 10,000 square feet of land (See Appendix J for NPDES requirements). WMP Section 5.1.4, Performance Standard 4; WMP Section 5.2.4, Performance Standard 3 SWPPP Requirements: ® Description of the nature of the construction activity E Address the potential for discharge of sediment and/or other potential pollutants from the site El Identify a person knowledgeable and experienced in the application of erosion prevention and sediment control BMPs who will oversee the • implementation of the SWPPP and the installation, inspection and maintenance of the erosion prevention and sediment control BMPs before and during construction Identify who will have the responsibility for long -term operation and maintenance of the permanent stormwater management system • ® Identify a chain of responsibility with all operators on the site to ensure • that the SWPPP will be implemented and stay in effect until the construction project is complete, the entire site has undergone final stabilization, and a Notice of Termination has been submitted to MPCA ® Narrative describing the timing for installation of all erosion prevention and sediment control BMPs El Location and type of all temporary and permanent erosion prevention and sediment control BMPS along with procedures to be used to establish temporary BMPs as necessary for the site conditions during construction .1 Standard plates and/or specifications for all BMPs used on the project El Site map with existing and final grades, including dividing lines and direction of flow for all pre and post- construction stormwater runoff drainage areas located within the project limits ® Site map including impervious surface areas and soil types; area of each must be noted (in square feet or acres) ® Location of areas not to be disturbed ►1 Location of areas where construction will be phased to minimize duration of exposed soil areas ® Identify all surface water and wetlands within '/z mile of the project that will receive stormwater runoff from the construction site E Methods to be used for final stabilization of all exposed soil areas /1 Describe procedures to routinely inspect the construction site (once every 7 days and within 24 hours after a rainfall event greater than 'h inch) 10 Middle St. Croix Watershed Management Organization Member Communities Afton, Bayport, Baytown, Lakeland, Lakeland Shores, Lake St. Croix Beach, Oak Park Heights, St. Mary's Point, Stillwater, & West Lakeland --■••••• Describe practices to properly manage and dispose of solid waste - ►1 Describe practices to properly manage hazardous materials ill ►1 Describe, practices for external washing of trucks and other construction vehicles (concrete trucks, etc.) ® Describe spill prevention plan /1 Describe measures to address sanitary and septic waste ►/ Direct discharge of stormwater to wetlands and all other water bodies without water quality treatment is prohibited. WMP Section 5.1.4, Performance. Standard 5 Predevelopment conditions shall assume "good hydrologic conditions" for appropriate land covers as identified in TR- 55 or an equivalent methodology. The meanings of "hydrologic soil ou " and "runoff curve number" are as determined in TR- 55. However, when t�' p , predevelopment land cover is cropland, rather than using TR- 55 values for cropland, the following runoff curve numbers (RCN) shall be used. These curve numbers represent midrange values for soils under a good hydrologic condition where conservation practices are used and are selected to be protective of the resource waters. WMP Section 5.1.4, Performance Standard 6 Hydrologic Soil Group Runoff Curve Number A 56 B 70 C 79 D 83 • Conversion of high-permeability igh- perrneabihty soils shall be avoided and these soils shall be targeted for infiltration. WMP Section 5.1.4, Performance Standard 7 Lowest floor elevations of structures built adjacent to stormwater management features and other water bodies must be a minimum of two feet above the 100 -year flood elevation and a minimum of two feet above the natural overflow of landlocked basins. The landowner or developer is required to provide MSCWMO with the location of the 100 -year flood elevation, natural overflow elevation, and lowest floor elevations. WMP Section 5.1.4, Performance Standard 8 ® Buffer zones of unmowed natural vegetation shall be maintained or created upslope of delineated wetland edges, ordinary high water elevation, or floodplain of all water bodies (wetlands, streams, lakes) in accordance with the Performance Standards relating to wetlands, Section 5.3.4. WMP Section 5.1.4, Performance Standard 9 ® Detention facilities will be designed to attenuate peak flows and provide on -site infiltration in high - permeability soils, natural depressions, and swales. WMP Section 5.1.4, Performance Standard 10 ® The MSCWMO shall require proper erosion and sediment control throughout the watershed to prevent siltation and sedimentation of streams, lakes, wetlands, and other areas of the • watershed. WMP Section 5.2.4 Policy Item 1 Middle St. Croix Watershed Management Organization Member Communities Afton, Bayport, Baytown, Lakeland, Lakeland Shores, Lake St. Croix Beach, Oak Park Heights, St. Mary's Point, Stillwater, $ West Lakeland • LE Both temporary (during construction) and permanent (long -term) erosion control will be required on newly developed or redeveloped land in MSCWMO undertaking grading, filling, or other land alteration activities which involve movement of over 100 cubic yards of earth or removal of vegetation on greater than 10,000 square feet of land. WMP Section 5.2.4 Policy Item 2 Existing agricultural activities will be exempt from the performance standards listed in WMP Section 5.2.4. MSCWMO will require buffers from waterbodies and support agricultural BMPs. New agricultural activities must conform to the performance standards listed in WMP Section 5.2.4. WMP Section 5.2.4 Policy Item 3 • Construction is prohibited on slopes greater than 12 percent. Twelve percent (12 %) slopes are defined as lands having average slopes 12% or greater over horizontal distances of fifty feet (50) or more. WMP Section 5.2.4 Performance Standard 4 Construction is prohibited within 40 feet of the top of blufflines in urban areas and 100 feet in rural areas. Blufflines are defined as a line along the top of a slope connecting points at which the slope, proceeding away from the waterbody or adjoining watershed channel, becomes less than twelve percent (12 %). The location of the bluffline shall be certified by a registered land surveyor or the Zoning Administrator. WMP Section 5.2.4, Performance Standard 5 41111 ® Land alteration activities are prohibited within twenty (20) feet of the top of the bluff. Top of bluff is defined as the highest point of a bluff with an average slope exceeding 12 %. WMP Section 5.2.4, Performance Standard 6 ►1 Buffer zones of unmowed natural vegetation shall be maintained or created upslope of delineated wetland edges, ordinary high water elevation, or floodplain of all water bodies (wetlands, streams, lakes) in accordance with the Performance Standards relating to wetlands, Section 5.3.4. WMP Section 5.2.4 Performance Standard 7 • Middle St. Croix Watershed Management Organization Member Communities Afton, Bayport, Baytown, Lakeland, Lakeland Shores, Lake St. Croix Beach, Oak Park Heights, St. Mary's Point, Stillwater, Et West Lakeland ulie Hultman --■Iiiiiiiiiiiiiiiiiiiiimin Subject: ** Site Review With Applicant @ OPH Location: Rear Conference Room S Wed 12/17/2008 10:30 AM End: Wed 12/17/2008 11:00 AM Show Time As: Tentative Recurrence: (none) - Meeting Status: Not yet responded Required Attendees: Dennis Postler (E- mail); Jim Butler (E- mail); Johnson - Eric A. (E- mail); Julie Hultman (E- mail); Mark Vierling (E- mail); Richards, Scott (NAC) (E- mail); Tom Ozzello (E- mail); Widin, Kathy (E -mail) Optional Attendees: bwderos @cityofoakparkheights.com; Judy Hoist - Finance Director New City Hall - CUP application with Buetow & Associates. Application materials are attached. Originals are in your boxes at City Hall. Please collect them prior to the meeting on Wednesday. Have a great weekend! 4 p City Hall CUP Dev. Application... • 1 -' CITY OF OAK PARK HEIGHTS ♦DEVELOPMENT APPLICATION 14168 Oak Park Boulevard P.O. Box 2007 Base Fee: $400 Oak Park Heights, MN 55082 Escrow Amount: (651) 439 -4439 Fax: (651) 439 -0574 Street Location of Property 14168 Oak Park Blvd. North Legal Description of Property Section 4, 1/4 Section SW 1/4 of NW 1/4, Township 29 N, Range 20 W Owner: Name City of Oak Park Heights Address: 14168 Oak Park Blvd. North City: Oak Park Heights State: MN Zip: 55082 Telephone: (Home) (Business) 651 436 - 4439 (Fax) 651 439 -0574 (Other) Applicant: Name Randy Engel - Buetow and Associates, Inc. Address: 2345 Rice Street, Suite 210 City: St Paul State: MN Zip: 55113 • Telephone: (Home) (Business) 651 483 -6701 (Fax) 651 483 -2574 (Other) • Type of Request(s) Zoning District Amendment Home Occupation x Conditional Use Permit Site Plan Review Variance: Single Family Residential PUD: Amendment Variance: Other Residential /Commercial /Industrial PUD: Concept Plan Subdivision PUD: General Plan Subdivision: Minor 'Street Vacation Comprehensive Plan Amendment City Financial Assistance Description of Request(s): Review and Approval of attached plans. If a request for planning /zoning action on the subject site or any part thereof has been previous y approved, please describe it below: Owner /Applicant Initials • r . ! • . 1 . nvmW3m vmWg� o�g� o �Nma c�vpvAc)O Jvc O 0 2? O W 7 � x . 5) 8 4 Q .8 C z ` 2 `" C -F a) oo °rnm rnm ° o mn A my rn m c n rn rn z rn Z v' 01 - cn n m Z C m r O r m cn < O 2 cn D W au O � 7 rte � j 0 .. m � :3, s_� =•( � O `° Z ... 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RDeee BOUNDARY & TOPOGRAPHIC SURVEY Ofto W Oj0. o 8 Bonestroo AP,80Vl0 0* o 14168 OAK PARK BOULEVARD NORTH Phone: 651-636-4600 1,y C Fax: 651 - 636 -1311 SIGNATURE: DATE 0]R9 09 OBONE5TROO 2008 www.bonestroo.com OATS 07/29/2000 IC No. 4.X13 PRW ND 5508104 e ! • • 0 . 1 , I u i ', _ II � l I" X '\ y i,\ PI■ -3;(h v�( „i, I . 0 vICI 1v i �c '. I `` i\ I i + I\ 1 �I :,'..4, � \ , \I �\ \I`l \ \I � \\ ,, 1 \ 1 q 1 ,,y • !,∎, , 1 a I , ; ` �, . II 1 \ ' \\ �n 1 \ \ , I \ \ V . X1 1 (r/..._ \ y t't \ , , r , , , , , , q I . I C:> \ \ , „ \ \: °`\ >� O OO eO O O O O O o m . . N O � � \ m ���•, \ \ ��I q A A N A �A A vA D DO i0 �O H ;P;! : E P ; PJ!NZHZiJ I TF 9•�p� \ 'X • • . \� \ \ T m T � m m �1 D . A ! , 1 \ \ \\ �\ o o m o , o o No A ; r_ „ r � < < << C ( "o o p A m % ... K - ". \ \ \ \ \ \, . 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Oak Park Heights, Minnesota 2345 RICE STREET, SURE 210 W �„ , a � ST. PAUL, MINN ( Not fog Construction ae:,rm.Moeuisoe ma P. 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I. i i . l / / r . � I i I I I i( : 1 1 1 i 1 / o ,, j / E 1 '1 m o / _I b n --"....) e .. a i I a D i 1 i t m O lia —I n 21 r B as a i . 1 SITE PLAN — LIGHTING PHOTOMETRICS NO. DATE REVISION M LtE ENGINEERING, Inc. pi N Oak Park Heights BUETOW & ASSOCIATES Consulting Engineers CO g AN ARCHITECTURAL SERVICES COMPANY o Public Safety Center 2345 RICE STREET, SUITE 210 UNCorar „u,„• -� 101 .0;,x;,11 CO Oak Park Heights, Minnesota - ST. PAUL, MINNESOTA (951) 4838701 • I ! '', '': ?: rte , .XV -; f xs x '" 4, .`7" a'w ,` 4 1:, "�a . { i y'3 jh „, a T �, . r , T.,', ',1::,t,:,,•:',414,,,, +n 4 ro ,+h ; -; r 3' t uta 'S [r :" ' ' a ' T : ` ', , #' ; y' h 4 t fi ' ' a � .. 'U 4 : s C ' ., p. s 'r' '. J x ` -. t § ' s .: r r' a... 1 IF Polera r -� 1, w ^ _ ,, ., + j Dimensional Drawings a , t , N t 7 --1— I a Y is l I•-- A - >I 1',., f# a � i •approx Ibs based on heaviest configuration wl ing i �1, Y t. Fixture A B C Max. Watt Lbs r, , �1 P 1 j POL - 27 -7/8" 19 -1/8" 12 -1/4" 400w 60 xr f ,. j L i:! ' POL - 32 -1/4" 22 -3/4" 15 -1/4" 1000w 80 ", The Polera luminaire features a unique contemporary design inspired by Polera is available in two sizes and five distribution patterns, includ- ? ' :". the sleek styling of a European sports car. VisionTM is a patented, ing a special forward throw T4 -A reflector for auto dealership front line >:.! revolutionary new reflector system unlike any other. The flat lens, verti- lighting. Vision TM Reflector System allows the use of fewer fixtures and , - v ,1- ., cal lamp, lES full cutoff luminaire is Dark Sky certified to restrict light poles with wider spacings, providing substantial equipment, installation and ¢ 4 ,, ; trespass, glare and light pollution for neighborhood friendly outdoor lighting. energy cost savings. (Convex glass lens is available when required.) Polera is an exceptional choice for auto dealerships, sho pping centers, Y p p The low profile, aerodynamic- shaped housing is complimented with a parking Tots, streetlighting and general area lighting. A wide selection of ,` _--' uniquely styled mounting arm. A durable polyester powder coat finish in a light sources from 100 through 1000 watts are offered in Metal Halide, High ': , ,it selection of architectural colors enhance any application. Computerized Pressure Sodium, and the new Pulse Start Metal Halide lamp which provides '' ' y € precision machinery and quality materials ensure manufacturing to the excellent efficiency, lumen maintenance and color. tfi t" highest industry standards. I',-;;C.-.1..!6"; Model No. Optics Wattage Source Voltage Mounting Finish Options z. 1', . e oL K ) I Model Optics Wattage Source Voltage Mounting Finish Options , ti 0 POL -1 D Type II 0 100 100 Photocell & Receptacle f , ( ) PS, HPS a 120 o Bolt -On Arm 6" o Bronze € j Flat Glass (T2) O 150 (150) PS, HPS (1) (BOAS) (BZ) Specify voltage (Convex Glass 0 (PC120) D (PC208) 0 175 (175) MH,PS o Black Optional) 0 208 0 (PC240) o (PC277) O 250 (250) MH,PS, HPS (BK) § e a j 0 320 (320) PS (2) 0 Bolt -On Arm 10" o (PCR480); ( ) BOA10 o White o Type III 0 400 (400) MH,PS, HPS o Photo Receptacle r . p 240 (WH) 'bYrh Shorting cap (T3) 'Reduced Envelope (M), (P), (S) (3) 0 Green Lamp on 400w 0 a CI Wall Mount (GN) 0 277 0 Quartz Restrike A (WM) (4) D Gre ) 'Cast Wall Plate (G ,) (DR) I ' c .F w O 480 (BAWP) to be ordered Q 0 Type IV separately. o Silver Metallic 'Single In -Line Fuse s i ( (T4) (SL) "Specify voltag o (SF120) 0 (SF277) 0 M.Tap 0 Custom D POL-2 0 750 (750) PS 'Double In -Line Fuse Flat Glass 0 M H, PS, HPS (6) (CC) ) 'Specify voltage 9 (Convex Glass 1000 (1000) Multi ° (DF208) 0 (DF240) i ' Optional) 'Reduced Envelope (M), (P), (S) ballast wired at o Type IV 750 & 1000 Watt 0 0 0 277v unless 0 (DF480) Automotive specified. •Unless • specified a 0 House Side Light Shield fr E i h BOA6 will be (LS) (T4A) 0 5 - Tap supplied for S1 & 'Not Available (7) 0180 mounting. 0 Convex Glass Lens POL -1 BOA10 supplied for (VLCG) Standard for all other mounting n RPP - 400 & 1000w configurations. MH only, wired Round Pole Plate Adaptor , e MH - Metal Halide at 480v unless (RPP) 0 Type V PS - Pulse Start specified. 'Round Pole Plate 0 C ast Wall Plate Metal Halide Adaptors (RPP) are (T5) HPS - High Pressure 347v available; to be ordered (BAWP) Sodium consult factory separately. Ar Forn.nrcd o J norm foncn ou t p v np o t ls;.on s S,plea,econ =uJfadary Ro1I0 tfPeles arerolerdered thfxtcre pleas F efythe mou ..preculmmonb Th6d.nnenlc rtl. s rrepr ta,y nrm0 olV ..are L.,. r7. LLC.fn, c "a cfr s n,rma�onreTj r, th_. c, enappre .olaU,onelraLgh.ng,LLC.ink �p "prrPeurTChlpo,icy ofoorincouon•prevemrlV eni wmxnesthoriphttocl npe an, spec'f a, nscoot rcdh_r2 lll,utprornr - sp I ■ i Im t(" R + t r l fI a 19645 Rancho Way • Rancho Dominguez, CA • 90220 �E Tel: 310.512 6480 • Fax: 310 512.6486 Performance In A Whole New Light www.visionairelighting . com ' -,'', '_. . -'fN _': " ::._ 1 -. 4 .- -- ,,' ,., -.„: 2 r, ,, ca a ^ N 2,k,, .. s ., , x rR , s. : ,,, , , —_ - "':, , o- ..„ '. - Polera Housing Mounting 1 ` ' • All housings are manufactured using technologically advanced computer • A rounded extruded aluminum, bolt -on -arm (BOA) with an in -pole nut numerical control (CNC) machine Precision sheared and formed, .080 ( ) ry• plate, securing (2) 1/2 inch zinc running bolts an with stainless steel i gauge, corrosion resistant aluminum. hardware is standard. A Round Pole Plate Adaptor (RPP) is required for - The computerized CNC machinery enables ail Polera housings to be con- mounting to 3" -5" Round Poles ' i . strutted quickly, efficiently, and adhering to exacting ISO 9002 standards. 1 All external hardware is stainless steel. Electrical Assembly I • All ballasts are premium grade CWA or HPF regulating auto transform- I Lens and Door Assembly ers. Ballast is capable of providing consistent lamp starting down to -20 1 • Removable Door assembly is CNC precision, sheared and formed from degrees Fahrenheit. Available in: .080 corrosion resistant aluminum with captive stainless steel fasteners. • The lens is a tempered clear safety glass, secured by galvanized lens • Metal Halide (MH) retainers and sealed with silicone gasketing to provide complete weather • Pulse Start Metal Halide (PS) 1 and insect protection. • High Pressure Sodium (HPS) i • An optional convex glass lens is available when required. . 1 , • Socket is glazed porcelain medium or mogul base with nickel plated ( i � • Reflector orr 1 8 prec CNC and bent, mult faceted, segmented, highly contacts, rated at 4K (5K for 1000 watt) and 600V. efficient, 95% reflective aluminum. Available in five distribution patterns. Options ;; • T4A Automotive Reflector is Field Rotatable. • photo cell • house side light shields ' ¢.1 • Tool -less reflector entry. • photo recepticle • quartz restrike • convex glass lens • fusing Quail - Guar& Finish • The finish is a Quali- Guard® textured, chemically pretreated through a Please consult factory for custom options. `; multiple stage washer, electrostatically applied, thermoset polyester powder coat finish, with a minimum of 3 -5 ml. thickness. Finish is oven baked at 400 Listings O ` degrees Fahrenheit to promote maximum adherence and finish hardness. • Polera is ° u u ° 'listed, suitable for wet locations. it All finishes are available in standard and custom colors. • Dark Sky Friendly® certified by the International Dark Sky Association. (Flat lens models only.) 1x 44 °, .... Isolux Curves 3 l. ~ ~ - . Size One t f r S One ; � Size Two I ' ''' ';:.■ rir f Type 111 400w -' ti. � TYpe V 400w _ � Type V 1000w , ,._ - > MH VLFG 25ft __ k,k - _ i. _ •.__i MH VLFG 25ft f....- ,,,, , . MH VLFG 42ft 1 , Mounting i Mountin Height Mounting Height i f i ` Mounting Height It , ,, ' '�alltllnll a` Foot Candle Key: Foot Candle Key: _ Foot Candle Key: ,,7: , , _ "."._ "... lie ' / , ' A=2, B=1, C=.5, I ' }< i A =2, B =1, C =.S, lila A =2, B =1, C =.5 " ~.,�„r :. - . D =. 2, E =.1 i \,.._ F D =.2, E =.1 •i _ �, 1 Block =30ft 1 _ '!4 �- -.- , , 1 Blo =30f1 1 Block =60ft b A "` j Bolt -On -Arm Detail Cast Wall Plate t :' RPP Aluminum 1 r ,, ut Plate Radiused Pole 6" Tall Arm Drill Pattern Plate Adaptor % for Round \. \\ ' ---t--- -- Q� r� ' Poles \ sre a 2- as i Oil -- - ---- 4C)- - I I 1 Y For use with Standard Bolt -On Arm. If POL -1 & 2: 6" or 10" Long x 6" Tall x 2" Wide BAWP - 1 0" Tall x 61" Wide EPA Data . Fixture with Arm H ilil : II: • POL -1 2.7 4.9 5.4 7.3 3.3 8.7 POL -2 3.6 6.5 7.2 9.7 8.3 k ' .. ,.x ? *,t `�� ��� "` , ans 3_, «����� + ` � �,. > . .� � <uu.^F� * � '� '� ',.. ,„ =„ � .,�, .. . ? >. _ .mss, �r ,. ,a �a. r NAC NORTHWEST ASSOCIATED CONSULTANTS, INC. r ' 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners @nacplanning.com MEMORANDUM TO: Eric Johnson FROM: Scott Richards DATE: October 14, 2008 RE: Oak Park Heights — City Hall Preliminary Land Use /Zoning Review FILE NO: 798.04 — 08.03 As per your request, I have reviewed the preliminary land use and zoning issues related to approvals for the new City Hall and related site improvements. The numbers listed here are very preliminary, based upon the concept plans that have been submitted to date. These are all subject to change as the plans are refined. A listing of those issues is as follows: Comprehensive Plan. The Proposed Land Use Map of the 2008 Comprehensive Plan • indicates the existing City Hall and parking lots as Government Facilities. The area to the north, where the new City Hall is located, is designated for Park Facilities /Open Space. In that the 2008 plan has not been formally approved by the City Council, the area designated as Government Facilities would be expanded to include the new City Hall area. The map would be revised prior to the final adoption of the plan in December 2008. Zoning. The City Hall and surrounding open areas are zoned 0, Open Space Conservation. Municipal structures and buildings, as well as parks and recreational facilities, are a listed permitted use. The public works facility would be an accessory structure. Area and Building Size Requirements. City Hall Property — 0, Open Space Conservation Required Lot Area Existing Lot Area 5 acres 17.8 acres Required Lot Width Existing Lot Width 200 feet 200 feet + ++ Required Building Height Proposed Building Height • 35 feet (see below) City Hall Property — 0, Open Space Conservation • SETBACKS — CITY HALL Required Front Yard Proposed Front Yard 50 feet City Hall — NA Required Side Yard Proposed Side Yard 30 feet 30 feet + ++ on all sides Required Rear Yard Proposed Rear Yard 50 feet City Hall — NA SETBACKS - ACCESSORY BUILDING — PUBLIC WORKS GARAGE Required Side Yard Proposed Side Yard 5 feet 35 feet (west) Required Rear Yard Proposed Rear Yard 8 feet Public Works - NA The new City Hall building and the addition to the public works garage will meet all Zoning Ordinance setback requirements. Building Height. For principal buildings (City Hall), the building height maximum • allowed in the 0 District is 35 feet. For accessory buildings (Public Works), the building height is 17 feet with approval of the Building Official. The City Hall building will be approximately 30.5 feet from the lowest elevation on the west side to the mid part of the gable roof. The measurement from that same lowest grade on the west side to the mid point of the rotunda or tower is approximately 34 feet. The building is well within Zoning Ordinance height requirements. Parking. City Halls are considered as office buildings for the purpose of calculating parking requirements. The Zoning Ordinance requires "three (3) spaces plus at least one space for each two hundred (200) square feet of floor area." Main Level 12,000 square feet Lower Level (Parking Area Subtracted) 8,266 square feet Total 20,266 square feet 20,266 X .9 = 18,239 = 91 + 3 = 94 parking spaces required The site plan indicates the following parking to be provided: Surface Parking 55 Below Grade Parking — City /Police 9 • Proof of Parking 57 Parking Spaces Provided 121 2 With the proof of parking area, the parking requirements are met. The City Council should consider how many stalls will be adequate to meet the needs of this facility versus how many should be shown as proof of parking. Approvals Process. 1. A conditional use permit for the open storage area on the west side of the property could be required. The storage area is set back 20 feet from the property line which is in compliance with Zoning Ordinance setbacks. Solid or board -on -board wood fencing or a masonry wall around the storage yard would be required. 2. Site Plan Review. The City Council may want the Planning Commission to comment on the site plan. 3. Design Guidelines Review. The City Council may want the Planning Commission to comment on the building and site design. • 3