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10-09-2008 Planning Commission Meeting Packet
S CITY OF OAK PARK HEIGHTS PLANNING COMMISSION MEETING AGENDA Thursday, October 9, 2008 7:00 p.m. — City Hall Council Chambers I. Call to Order: II. Agenda Approval: ��►�'� � OQ III. Approve Minutes of September 11, 2008 (1) IV. Department / Commission Liaison / Other Reports: V. Visitors /Public Comment: This is an opportunity for the public to address the Commission with questions or concerns regarding items not on the agenda. Please limit comments to three minutes. VI. Public Hearings: A. Continued - Xcel Energy. Inc. to consider request for Conditional Use Permit Amendment to allow vertical expansion of the A.S. King Fly Ash Disposal site, known as the Moelter Fly Ash Site, located S. of Hwy. 36 and W. of Beach Rd. ■ (NO NEW INFORMATION AT THIS TIME OR ACTION REQUIRED) B. Stillwater Crossings To consider request for Site Plan Review, Design Guidelines Review and Planned Unit Development Amendment to allow a drive through Snyder's Drug prescription window at the south side of the building, located west of Osgood Ave. N. and within the Stillwater Crossing retail center. ( C. M & I Bank To consider requests for Site Plan Review, Design Guidelines Review and Signage Variance to allow a third wall sign for proposed M & 1 Bank construction located at 60 St. N. and E. of Jerry's Auto Body. (3) D. Special Event Signage To consider amendment to Zoning Ordinance 401.15.G. as it relates to special event signage, including potential increase to number of events and duration. (4) E. Accessory Buildings To consider amendment to Zoning Ordinance 401.15.D. as it relates to accessory buildings, uses and equipment. (5) CITY OF OAK PARK HEIGHTS PLANNING COMMISSION MEETING AGENDA Thursday, October 9, 2008 7:00 p.m. — City Hall Council Chambers VII: New Business: W111 Id Business: IX. Informational: A. Upcoming Meetings November 13, 2008: 7:00 p.m. — Regular Planning Commission Meeting (Council Chambers) B. Council Representative October — Commissioner Powell November — Chair Liljegren X. Adjournment. CITY OF OAK PARK HEIGHTS PLANNING COMMISSION MEETING MINUTES Thursday, September 11, 2008 Call to Order: Chair Liljegren called the meeting to order at 7:00 p.m. Present: Vice -Chair Wasescha and Commissioners LeRoux. City Administrator Johnson, City Planner Richards and Commission Liaison Abrahamson. Absent: Commissioners Powell and Runk. Agenda Approval: Vice Chair Wasescha, seconded by Chair Liljegren, moved to approve the Agenda as presented. Carried 3 — 0. Approve Minutes of August 14, 2008: Commissioner LeRoux seconded by Vice Chair Wasescha, moved to approve the Minutes as presented. Carried 3 — 0. • Department /Commission Liaison & Other Reports: None. Visitors /Public Comment: None. Public Hearings: A. Continued to September 11, 2008 - Xcel Energy, Inc. Conditional Use Permit Amendment to allow vertical expansion of the A.S. King Fly Ash Disposal site, known as the Moelter Fly Ash Site, located S. of Hwy. 36 and W. of Beach Rd. City Administrator Johnson reported that notices were mailed to affected property owners as to the status of the public hearing and that no information was available for this meeting and requested the Commission consider continuing the hearing. Johnson stated that it was possible that the applicant would be back in November and that at such time the City is aware of the public hearing to be continued with the applicant, the affected property owners will be notified by mail that the matter will be on the Agenda for hearing. Vice Chair Wasescha, seconded by Commissioner LeRoux, moved to continue the public hearing. Carried 3 — 0. • r Planning Commission Minutes September 11, 2008 Page 2of3 • New Business: A. Special Event Signage City Planner Richard noted earlier direction from the City Council review the special event permit section of Zoning Ordinance 401 and provide them with some feedback regarding the provision of the Zoning Ordinance and to hold a public hearing for amendment consideration if deemed appropriate. Richards noted that the issue primarily appears to a the number of allowable events and their duration. Richards reviewed the current ordinance language and its allowances to the number of events and suggested that the language could be amended to allow the number of events from three to five and with a limit of 30 days per calendar year or simply allow 30 days per calendar year with no limitation to the number of events themselves as long as they remain within the 30 day per calendar year period. Richards noted the possibility of providing separate provisions for temporary signs and special events. Discussion ensued as to manner of enforcement presently in place, where number of event suggestion was derived, types of special event signage devices, situations of special event • signage, the no cost of aspect of the permit, enforcement issues being encountered, penalty of non - compliance of the ordinance, and the objective of the ordinance requirement to avoid permanent special event signage around the City while yet making the provisions more helpful for businesses to meet their special event needs. Commissioner LeRoux indicated that he thought the 30 days with a 5 event maximum seemed reasonable. Richards noted that there is no fee associated with the special event permit requirement and discussed the amount of staff time expended for enforcing it. He noted most permit requirements do have a fee attached to them and that some communities do charge a fee for special event signage but that such a fee is nominal. Brief discussion ensued as to a nominal administrative application fee to formalize the process in an effort to make it taken more seriously, to ensure that amendments are directed toward commercial activity and not residential events such as a reunion or a yard sale. Chair Liljegren, seconded by Commissioner LeRoux, moved to recommend that the City Council direct staff to prepare an ordinance amendment allowing 30 days annually with a five event maximum per calendar year, including a nominal special event application fee for the process to be established by the City Council and to direct staff to schedule a public hearing before the Planning Commission to be held in October on the matter. Carried 3 — 0. • t Planning Commission Minutes September 11, 2008 Page 3 of 3 • Old Business: A. Accessory Buildings City Richards informed the Commission that the City Council has discussed this ordinance provision and that they passed a resolution establishing a single family residential fee of $150 with no escrow requirement, which is consistent with an existing fee for single family residential variance and directed review of the ordinance section provisions for accessory buildings to determine if the appropriate provisions can be waived by conditional use permit and to have the Planning Commission provide feedback on their findings. Discussion ensued as to the current requirements and how the conditional use permit processes would differ from a variance process, discussed the language of the ordinance and what would be entailed by the administrative approval section of ordinance. Vice Chair Wasescha, seconded by Commissioner LeRoux, moved to convey to the City Council that they are favorable to the recommendation of the City Planner in his report dated September 3, 2008 and recommend that the City Council direct a public hearing be scheduled for the October Planning Commission meeting. Carried 3 — 0. Commission Liaison Abrahamson noted that the issue of design guidelines has also come up • during recently and suggested that the Commission may wish to consider their review. City Planner Richard added that he had also had some communications as to them and thought that reviewing them would be beneficial. Brief discussion ensued, wherein City Planner Richards stated that he would prepare some background information for the Commission for discussion at their November meeting. Informational: A. Upcoming Meetings October 9, 2008 7:00 p.m. - Regular Planning Commission Meeting (Council Chambers) B. Council Representative September — Commissioner LeRoux October — Commissioner Powell Adjournment: Commissioner LeRoux, seconded by Chair Liljegren, moved to adjourn the meeting at 7:42 p.m. Carried 3 — 0. Respectfully submitted, . Julie A. Hultman Planning & Code Enforcement Officer Approved by the Planning Commission: ENCLOSURE ' NORTHWEST ASSOCIATED CONSULTANTS, INC. • 4$00 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners @nacplanning.com PLANNING REPORT TO: Eric Johnson FROM: Carie Fuhrman /Scott Richards DATE: October 2, 2008 RE: Oak Park Heights — Stillwater Crossings — Site Plan Review, Design Guideline Review, and PUD Amendment to Allow a Drive - Through for Snyder's Drug Prescription Window FILE NO: 798.02 — 08.10 • BACKGROUND Application. Stillwater Crossings, LLC, has applied for a PUD amendment, site plan review, and Design Guidelines review. The PUD amendment request is to allow for a drive - through for a Snyder's Drug prescription window to be located on the south side of the Stillwater Crossings retail center on Lots 7 and 8, Block 2, St. Croix Mall P.U.D. 2 " Addition. The Snyder's Drug Store shall occupy Suites J and K in the building at 5850 Osgood Avenue. Snyder's Drug Store is currently located in the St. Croix Mall. In May of 2010, their lease expires, and the store shall be moving to the Stillwater Crossings retail center (Lower St. Croix Mall). The retail center is currently located on the southwest corner of Highway 36 and Osgood Ave N. Snyder's shall be located in the southeast corner of the retail center. Snyder's is proposed to be approximately 2,550 square feet in ground floor area, and the drive - through lane is proposed on the south side of the building. Attached for Reference: Exhibit 1 — Site Plan Dated 06.01.08 (C101) Exhibit 2 — Stillwater Crossing Tenant Layout Exhibit 3 — Site Plan /Drive- Through Alternative 1 Dated 09.09.08 (C101) Exhibit 4 — Exterior Elevations /Enlarged Site Plan (Alt 1) Dated 09.09.08 (A201) Exhibit 5 — Site Plan /Drive- Through Alternative 2 Dated 09.12.08 (C101) • Exhibit 6 — Exterior Elevations /Enlarged Site Plan (Alt 2) Dated 09.12.08 (A201) Exhibit 7 — Lighting Summary by ALD, Inc. Exhibit 8 — Lighting Plan (indicating foot candles) Exhibit 9 — Specs for Wall- Mounted Lighting (WSQ) Exhibit 10 — Specs for Pole- Mounted Lighting (KAD /KAC) Exhibit 11 — Sign Detail: Raceway Mount Letter Set Exhibit 12 — Sign Detail: Tenant ID Panel • Exhibit 13 — Trash Enclosure Sketch (A.1) Exhibit 14 — Trash Enclosure Photographs ISSUES ANALYSIS Site Analysis. The subject site is surrounded by Highway 36 to the north; Osgood Avenue North to the east; 59 Street North to the south; and Oren Avenue North to the west. Snyder's is proposed to be located in Suites J and K of the existing Stillwater Crossings retail center, on the south end of the building. Currently, there are numerous tenants within the retail center, including Natural Nails, Metro Dental, DH Wireless, Buttercream, Carbone's, and Liquor Time. Another building is located to the west of the proposed Snyder's Drug Store. Parking is located to the south and east of the proposed Snyder's store, and the drive - through is proposed on the south side of the building. Zoning. The Stillwater Crossings retail center (Lower St. Croix Mall) property was granted Planned Unit Development/Conditional Use Permit approvals under the B -2, General Business District. Therefore, Lots 7 and 8, Block 2, St. Croix Mall PUD 2nd Addition are zoned B -2, General Business District. Site plan review, Design Guidelines review, and a PUD amendment are all required in order for this request to be processed. • Parking Lot Design. Number of Parkinq Spaces. The Ordinance requires six spaces per each one thousand square feet of gross floor area for a shopping center. The entire building contains 15,047 square feet at Stillwater Crossing. Floor Area of Stillwater Crossing: 15,047 sq ft x 0.9 --> 13,542.3 sq ft 13.5423 x 6 parking spaces = 81.25 Total = 82 parking spaces The parking lot serving Stillwater Crossings Shopping Center contains 83 parking spaces, which meets the Ordinance requirement of 82 parking spaces. Entrance /Exit. The ingress /egress to the south end of the shopping center is located on the south end of the site off of 59 Street North, which intersects with Highway 67 /Osgood Avenue North. Drive - Through Prescription Drug Store. The drive - through window is proposed on the south side of the building and will contain a canopy overhead. The applicants originally proposed two different layouts for the drive - through. The first alternative (C101 and A201 dated 09/09/08) approaches the drive - through coming from the south (from 59 • Street North) and turning east (towards Osgood Avenue North). The second alternative 2 (C101 and A201 dated 09/12/08) approaches the drive - through coming from the north • (through the parking lot) and turning west. The applicants have decided to proceed with the first alternative. Staff finds this alternative sufficient to serve the drive - through prescription needs. Staff would suggest that a curb island be placed extending west from the building to allow for at least one stacking space. Lighting Plan. A Lighting Plan has been submitted by Architectural Lighting Designs, Inc. (ALD, Inc.). Fixtures. The Lighting Plan specifies two types of lighting fixtures: Type A and Type W. Type A (Emco Avalume) is a full cutoff light with an internal house side shield, located on a 20 foot pole, with a three foot tall base, which meets the Ordinance maximum of 25 feet. Type W (Gardco 106 Line) is a full cutoff, wall- mounted light, located at 14 feet high. The spec sheets include an illustration of each type of light fixture. Intensity. The intensity of the proposed Lighting Plan appears to meet the requirements of the Ordinance, which requires that any light on a public street shall not exceed one foot candle as measured from the center line of said street, nor shall any light on a residential property exceed four - tenths foot candles as measured from said property. Location. The Lighting Plan proposes eight lighting fixtures of each type of fixture: eight pole- mounted lights and eight wall- mounted lights. The eight pole- mounted lights • are proposed on the exterior portions of the parking areas of the Stillwater Crossings retail center, which meet the setback requirements. The eight wall- mounted lights are proposed on the exterior of the retail center, facing the parking areas. Hours. The use of outdoor lighting for parking lots serving commercial and industrial businesses shall be turned off one hour after closing, except for approved security lighting. Landscape Design. Not applicable. Signage. Stillwater Crossings is subject to the provisions of the Zoning Ordinance related to multiple occupancy business structures (Section 401.15.G.10.d.). However, a change in signage and awnings was approved for the property in October of 2001. 1) Walls Signage: The application materials include details on the proposed signs for the east elevation of the Snyder's building. This building elevation shall contain a two foot by 15 foot, nine inches Raceway Mount LED Channel Letter Set sign that states: SNYDER'S DRUG STORES. In addition, signage is proposed on the drive - through canopy that states PHARMACY DRIVE THRU, which appears to be approximately two feet by three feet in area. Staff Comment. The number of individual wall signs shall be limited to one per • entrance, and each sign shall be limited to the maximum wall sign allowances permitted in the district. Tenants on building ends may have a maximum of two signs each to be 3 located at the front and side elevations of the tenant space. The pharmacy drive -thru sign on the canopy is permissible but cannot be back lit. 2 In addition, two one foot, eight inches by 10 foot Tenant ID Panels are proposed • to be placed in the existing illuminated double -faced pylon sign. These panels shall also state: SNYDER'S DRUG STORES. The addition of these panels appear to meet the requirements of the freestanding sign requirements for a mixed use occupancy building, which requires that the freestanding sign cannot exceed 100 square foot and a maximum height of 20 feet. The maximum individual sign sizes for multiple occupancy structures and individual businesses that may display a sign shall not exceed the maximum provisions for single occupancy structures of the applicable zoning district. Hours of Operation. Signs in the R -B, B -1, B -2, B -3, B -4, B -W, and I Districts may only be illuminated during business hours, or until 11:00 PM, whichever is later. Building Type and Construction. Exterior Finishes. The building that Snyder's is proposing to move into is existing. It is composed of stucco and fieldstone veneer on the exterior. A canopy is existing on the east elevation, which is proposed to remain. The applicants are proposing minor changes to the building, such as: removing existing windows and an entrance on the east elevation in the center of the building and installing new windows and infill with new veneer to match the existing exterior finishes. In return, they are proposing to remove • existing windows and stone veneer to the side of the east elevation and installing new doors and windows to match the existing doors and windows. On the south elevation, the applicants are proposing to add a drive - through canopy to match the existing canopy and to install a new window below the canopy for the drive - thru. In addition, they plan to remove the existing wall, stone veneer, and existing windows in order to place a new door in its place. Quality. As was stated above, the building is existing, but the proposed modifications appear to meet the quality standards of the Ordinance, which 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. Trash Enclosure. Details on the proposed trash enclosure have been provided (see Exhibits 13 and 14). The trash enclosure is proposed to be located in the rear of the Stillwater Crossings building. It shall be composed of a 23 foot by 23 foot concrete pad with a wood enclosure that shall occupy approximately half of the concrete pad and shall be painted to match the color of the building. The wood enclosure shall contain two 10.5 foot wide gates with lock bolts. The proposed trash enclosure appears to meet the requirements of the Ordinance. • Grading and Drainage. Not applicable. 4 • RECOMMENDATION AND CONCLUSION After reviewing the request and the criteria and conditions for the site plan review, Design Guidelines review, and PUD Amendment, staff recommends approval of the proposed drive - through prescription window to be located on the subject site. The recommendation is made with the following conditions: 1. Staff would suggest that a curb island be placed extending west from the building to allow for at least one stacking space. 2. The use of outdoor lighting for parking lots serving commercial and industrial businesses shall be turned off one hour after closing, except for approved security lighting. 3. The pharmacy drive - through sign on the canopy is permissible but cannot be back lit. 4. 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CRUIX MALL P.U.D. `l 2ND u v im] n m m c L t9 �y bt m m 3 ba U is k, L ba U bt m m BLOCK 1 '' to t. 1.1 1A 1, to is as t b b] h m m 1f I I g m 1.. to a] t, 1 h9 m ht m m bs 1 t. ks b.t as m b, nt m m bz m m m m .,a bt m m m a t 45 +k I W h m is ib t.t to t. kA is t.9 V m bu b. h ho b.t ht m 11 L to t, t] t] k.. t] t.. m m b.o bo m b. m 9 La tt k to L t9 m m m m b.o bo b. bt b,I 4 t, 9 t W m b.o bo no 3Y m DJ m 4a L Pat t.r U 1 O�t I ht DA b.o b.o bo $ i — a m m m b.o no m b b.t m m b, m hz m m b.t tt m m m ba b.o ho SCi' 1 m m b, ho m ba m m m m m bn m bA m m m m m m m m m m m m — E. VACUUM PEE — EXHIBIT 4 Catalog Number eA L /?HA7Af1 fit L/GAMAAG -- Notes Type FEATURES & SPECIFICATIONS A INTENDED USE — For building and wall- mounted applications. _ CONSTRUCTION — Rugged, die -cast, single piece aluminum housing. Die- Decorative Wall unted to cast doorframe has a 1/8" thick tempered glass lens. Doorframe is fully ed with one -piece solid silicone. FINISH \ W SQ FINISH — Standard finish is textured dark bronze (DDBT) corrosion - resin- _ _ _ tant polyester powder finish.Additional architectural colors are available; see www.lithonia.com /archcolors. Striping is also available. OPTICAL SYSTEM — Segmented reflectors foi superior uniformity and con- trol. Reflectors are interchangeable. Three full cutoff downlight distribu- tions available: )=T (forward throw) MD (medium throw) and WT (wide throw). METAL HALIDE ELECTRICAL SYSTEM — Ballast: 50W -15OW utilizes a high reactance, high 50W -175W power factor ballast. Metal halide 150W and below are standard with pulse- HIGH PRESSURE SODIUM start technology. 35S utilizes a reactance high power factor ballast. 175W 35W -150W utilizes a constant - wattage auto transformer ballast. Quick disconnect plug easily disconnects reflector from ballast. Ballasts are copper -wound and 100% factory- tested. Socket: Porcelain, medium -base socket with copper alloy, nickel - plated screw.shell and center contact. UL listed 660W, 600V 4KV pulse rated. Specifications INSTALLATION — Universal mounting mechanism with integral mounting Length: 18.0 (45.7) support allows fixture to hinge down. Bubble' level provides correct align- Depth: 7.25 118.4) ment with every installation. Overall Height: 9.0 (22.8) LISTING — UL Listed to US and Canadian safety standards (see Options). UL , Weight: 30 (13.6 kg) listed suitable for wet locations (damp location listed in lens up orientation). WLU option offers wet location listing in lens up orientation (see Options). * Weight as configured in IP65 rated. 25 °C ambient example below. NOTE: Specifications subject to change without notice. All dimensions are inches (centimeters) unless otherwise specified. ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example: WSG 175M FT 120 LPI • WSQ . -- Series Wattage/ Distribution Voltage Ballast F Options Lamp source WSQ FT Forward throw 120 (blank) Magnetic Shipped installed in fixture LPI lamp High MD Mediumthrow 2082 ballast SF Single fuse 120, 277, 347V included pressure (coated lamp std.) 2402 CWI Constant OF Double fuse 208, 240V ULP Less s odium wattage DC12 Emergency circuit 12 volt lamp 35S1 WT Wide throw 277 50S 347 isolated (35W lamp included std.) 70S 3 2DC12 Emergency circuit 12 volt (2, Finish" 100S TB 35W lamps included) 150S TBV4 DC2012 Emergency circuit 12 volt (blank) Dark bronze, Metal 23050HZ (20W lamp included)6 textured halide 2DC2012 Emergency circuit 12 volt (2, DSST Sandstone, 50M 20W lamps included)6 textured 70M DNAT Natural loots DFL Diffusing lens aluminum, EC Emergency circuit7.6 textured X175 IBS Internal backlight shield' DWHG White, PE Photoelectric cell -button type textured Wa TB/TBV)10•" DBLB Black, NOTES: QRS Quartz restrike systemfi• textured 1 120V. 2 Must specify CWI for use in Canada. WLU Wet location door for up CR Enhanced 3 Optional mufti-tap ballast 1120, 208, 240, 277V); (120, 277, 347V in Canada; ships orientation Corrosion as 42ov/347VI. CSA CSA Certified resistant 4 Optional 5 -tap ballast (120, 208, 240, 277, 48OV; not ; available in Canada). 175W NOM NOM Certified CRT Non -stick metal halide only. p rotective 5 Consult factory for available wattages. Shipped seoarately t3 oatingt 6 Not available with SF, OF or ORS. BBW Surface mounted back box 7 Not available with ORS or CCs. UT5 Uptilt 5 degrees 8 Maximum allowable wattage lamp included. WG Wire guard 9 Not available with Medium Throw (MD, MDLI, MDL15) distributions. VG Vandal guard 10 Must be ordered with fixture; cannot be field installed. 11 Not'available with 347V. NIGHTTIME 12 Not available with EC or DCs. FRIENDLY Accessories" _�ry ni with L awls 13 May be ordered as an accessory. LG,re Gh:bas 14 See www.lithonia.com /archcolors for additional color options. Order as separate catalog number. ±wnn•onmdv:,o 15 Black finish on)y. 16 Must be specified. WS -BBW Surface - mounted back box 17 Must specify finish. WSUT5 Uptilt 5 degrees Outdoor Sheet #: WSQ -M -S BM -140 Q- Y p q' Arm- Mounted Drop or Flat Lens Cutoff r _._._ k D Intended Use with a light- diffusing prismatic lens. For parking areas, street lighting, walkways and Electrical — Ballast is high- reactance, high power car lots. factor (70 -150W HPS,10CM and 150M) or high AC Features power factor constant- wattage autotransformer (175 -400W MH and HPS). Ballast is copper wound Housing — Rugged, die -cast, soft - corner alumi- and 100% factory tested. e Contour" num housing with 0.12" nominal wall thickness. Finish — Dark bronze corrosion - resistant polyes- Extruded 4" soft corner arm for pole or wall mounting is standard. ter powder finish (DDB), with other architectural v�t colors available. Door Frame — KAD die-cast door frame has im- pact- resistant, tempered glass lens which is fully Socket — Porcelain, horizontally (position) ori- y- ented mogul -base socket (100M and 150M are k$ gasketed with one -piece bonded silicone. KAC medium -base) with copper alloy, nickel - plated die cast aluminum door frame has prismatic, im- screw shell and center contact. UL Listed r M pad- resistant, tempered glass, drop dish acrylic 1500W -600V. 4KV pulse rated. lens or drop dish polycarbonate lens. Door frame is fully gasketed with one -piece silicone. Listings Optics — KAD reflectors are anodized hydro- UL Listed (standard). CSA Certified or NOM Certi- fi formed or segmented aluminum. Four cutoff dis- fied (see Options). KAD UL Listed for wet loca- ' § " g P tributions available: R2 (roadway), R3 (asymmet- lions. IP65 Rated. ric), R4 (forward throw) and R5 (symmetric). High - performance, segmented reflectors are to- s Gn"€ tatable and field interchan able. KAC reflector is optical - quality aluminum that works in tandem Ordering Information Example: KAD 400M R3 120 SPD09 LPI t • s� Series Wattage -; - Distribution _ Voltage .Mounting Options /accessories. k KAD High pressure sodium KAD - standard reflect 120 Inducted n talle KAC 705 R2 Type II roadway 208' SPD04 4" square pole arm (std.)' LPI Lamp included 1005 R3 Type III asymmetric 240' SPD09 9" square pole arm LIIP Less lamp lsos R4 Type IV forward throw, 277 RPD04 4" round pole arm SF Single fuse, 120V, 277V, 347V (n /a TB) ' 2SOS sharp cutoff 347 RPD09 9" round pole arm DF Double fuse, 208V, 240V, 480V o/a TB) 4005 RSS Type V square 480' WBD04 4" wall bracket PER NEMA twist -lock receptacle only (no photocontrol) -t € Metal halide KAD - hioh performance reflector TBs WBD09 9" wall bracket QRS Quartz restrike system (250W max., 120V lamp not ti loom SR2 Type 11 asymmetric Shipped separately induded) tsoM' SR3 Type III asymmetric KMA Mast arm adapter PD Power tray" R 175M SR4SC Type IV forward throw, KTMB Twin mounting bar Will Terminal block' c. 200M7 sharp cutoff DADIZP Degree arm (pole) EC Emergency circuit 25041 KAC - prismatic lens DA012WB Degree arm (wall) SCWA Super CWA pulse start ballast (n /a HIPS, 100M or 3 '� 3 32047.3 FP Flat C73T 175M) 35CMz3 DPA Drop acrylic CSA CSA Certified 40OMl 3 DPP Drop poyrcarbonate NOM NOM Certified (consult factory) s _ Fmoptionalarchitectural rolorssnpagei43. Shipoed separately f a 1,111115: PEI NEMA twist -lack PE (120V -24OV) 1 Maybeordend.11WWA. PE3 NEMA twist-lock PE (347V) 2 Mustbcorderedwhh SCWA. 3 Requires ED181amnwnenotderedwith SR2,SR3orSR4SCdistnbwions. PE4 NEMA twist -lock PE (480V) I 4 Consulllaaoryforavailabilityin Canada. PE7 NEMA twist-lock PE (277V) G I 5 Dpliandmuki- tapbe) W( 120V, 2DBV, 140V ,277V),InUnada120V,277y,347V. SC Shorting cap for PER option d SPDO9, RPD090 rWWW9mostbeuwd whmluminaimareo,intedonDM29. H5 House -side shield (112, R3, R4)(SP2, 5113) ;�, DM39orDM49drillingpanem. KADWG Vandal guard for KAD 7 ORSTDavailableinwie ctwattagm.Consultfactory. KADWG Wireguard for KAD X '� '� 6nlyawilablowith5A2 ,SR3,5 &SCoptics. KANG Vandal guard for KAC Way bc ordered asanaccessory. KACWG Wireguard for KAC n Includes mounting arm. KADWBA Decorative wall bracket for KAD TI 0niyavailablewithSPDD4and5PD09 ON Dimensions are shown In Inch es(centim tie n) oil less otherwise nor ed. A T KADA,KdCE KAL2 H EPA:" 1211 %Ilm1 1.4fN(•13n9 Consistent with LEED' goals Square: 17- 1/214.5) 17.117(445 Sq ) d Green Glnues'"critnoa s Height: ) - 128(t8.t) 11-1I8(283) NIGHTTIME or hghl pollution reduction Mae.welght 411hs(19.1Yg) 40lbs(TII11,91 FRIENDLY Applies toKADonly ., , Ill /ri10N /A L /GHr //VG www.lithonia.com , keywords:((gQand PSG9 . EXHIBIT 1 Q Arm- Mounted Drop or Flat Lens Cutoff __.. ...... .... ... ._ . _ . _- .._... z D Intended Use with a light- diffusing prismatic lens. a7 For parking areas, street lighting, walkways and Electrical - Ballast is high-reactance, high power Q ��� car lots. Pastor (70-15 co H0M g or h Features ower factor constant-wattage a autots totransformer W (175 -400W MH and HPS). Ballast is copperwound Housing Rugged, die -cast, soft - corner alumi- and 100 %factor cQ -, 9 - 99 Y tested. Contour num housing with 0.12" nominal wall thickness. Extruded 4" soft corner arm for pole or wall Finish -Dark bronze corrosion - resistant polyes- mounting is standard. ter powder finish (DDB), with other architectural colors available. Door Frame - KAD die -cast door frame has im- Socket - Porcelain, horizontally (position) ori- pact- resistant, tempered glass lens which is fully ented mogul -base socket (t 00M and 150M are f gasketed with one -piece bonded silicone. KAC medium -base) with copper alloy, nickel- plated < .: die -cast aluminum door frame has prismatic, im- screw shell and center contact. UL Listed pad- resistant, tempered glass, drop dish acrylic I SOOW -60DV. 4KV pulse rated. a lens or drop dish polycarbonate lens. Door frame �v. is fully gasketed with one -piece silicone. Listings Optics - KAD reflectors are anodized hydro- UL Listed (standard). CSA Certified or NOM Certi- ' �s.. formed or segmented aluminum. Four cutoffdis- fled see Options). KAD UL Listed for wet loca- tributions available: R2 (roadway), R3 (asymmet- tions. IP65 Rated. tic), R4 (forward throw) and R5 (symmetric). High- performance, segmented reflectors are ro- KAD k �4 ratable and field- interchangable. KAC reflector t xl(AC4t��f is optical - quality aluminum that works in tandem Ordering Information Example: KAD 400M R3 120 SPD09 LPI ow Series : Wattage Distribullon Voltage Mounting " Options/accessories _ KAD High pressure sodium KAD — standard reflector 120 Included n tall d F KAC 705 R2 Type 11 roadway 208 SPD04 4" square pole am (std i LPI Lamp included A f 1005 R3 Type III asymmetric 240' SPD09 9" square pole arm t/LP Less lamp 1505 114 Type IV forward throw, 277 RPD04 4" round pole arms SF Single fuse, 120V, 2774, 347V (n /a TO S 2505 sharp cutoff 347 RPDD9 9" round pole arm OF Double fuse, 208V, 240V, 480V (n /a TB) 4005 RSS Type V square 480' WBD04 4" wall bracket PER NEMA twist -lock receptacle only (no photocontroD Metal halide KAD — high performance reflector T8s WBD09 9" wall bracket QRS Quartz restrike system (25OW max., 120V lamp nor loom Still Type If asymmetric Shipped separately Included)" * 150Mi SR3 type III asymmetric Mast arm adapter PD Power trays 175M 5R45C Type IV forward throw, KTM8 Twin mounting bar WTB Terminal blocks 209M sharp cutoff •- „ DAD12P Degree arm (pole) EC Emergency circuit s s KAC 250M — prismatic lens OADI2WB Degree arm (wall) SCWA Super CWA pulse start ballast (n /a NPS, 100M or 320M FP Flat C73T 115M) 350M DPA Drop acrylic CSA CSA Certified s 400M's DPP Drop polycarbonate NOM NOM Certified (consult factory) ForaptionalauhlFedurakolorsseepage543. a te. NOTES Shipped separately a PET NEMA twist -lock PE (1204 -2404) .. 4- 1 MaybeordereshvIbSCWA. - 2 Muslhaorderodwith5(WA PE3 NEMA twist -lock PE (347V) 3 Re uiresED281am whenorderedwithSRZSR3orSR4S (distributions. PE4 NEMA Iwist•IoCk PE (48OV) € 9 P 4 Consultractoryforavailabllityln Canada PE7 NEMA twist -lock PE (2774) z ' s OpOonalmuhFtapWibstp2py, 2WV ,740V,277yInCanada12011 SC Shoning cap for PER option x O� 6 5PDO9, RPDo9orwwDo9mustbeusedwhenluminai res are oriented onDM29, NS House-side shield (112, R3, 114) (5112, 5A3) K .� D1,139orD1,149drillingpatlern KADVG Vandal guard for KAD ti n�n } ^ QfN 7 QRSTDavallableinselenwanages Consultfanory KADWG Wireguard for KAD OnlyavailabiewithSR2 ,5R3,SR45Coptics. KACVG Vandal guard for KAC 9 Maybe ordered KACWG Wireguard for KAC 0 ' 0 Includes mounting arm. KADWBA Decorative wall bracket for KAD° .� 11 OnlyavailablewithSPDo4andSPD19 ,: Dimenslons areshown in inches (centimetem)unlessathemisenoted < rZ _T pN p &KACFP BAC DP ' H EPA:" 12Ar(ttm') 14W03m7 Consistent with LEEW goals Square. 17- 1 /NMS) 17- 172(445) 1 f 4 - 6 Green lu 7 t I Heigh ": 7- 118(181) 11- 1/8(287) NIGHTTIME For light ght poollution Lion reduction .3 — Mazweighl: 42lbs(191kg) 40lbs(181 kg) FRIENDLY AppllenoKADonly. J 476 UTHO/V /A [ /GHT //4/G www.lithonia.com, keywords: KADandnC PSG9 Square Straight Steed AnchorSase Poles, SSSO Features Anchor Bolts - Top 12" galvanized per Top Cap - Weatherproof, high - strength ASTMA -153. Madeof / "or1 "diametersteel plastic cap is provided for drill -mount Shaft - Weldable grade, hot - rolled, com- rod having a minimum -yield strength of poles. mercial- quality carbon steel tubing with a 55,000 psi. Finish -Dark bronze polyester powder paint minimum yield of 55,000 psi (11- gauge), Grounding - Nut holder located immedi- (DDB) standard; optional polyester pow - psi (7 -gauge). Uniform wall thick- ness o f. 125 " o ately inside hand -hole rim is tapped for a der paint finishes available. nessr.188 ".Shaftisonepiece with y2 ° -13 UNC ground bolt and nut (provided a longitudinal, electric, resistance weld. by others). Base Cover - Full base cover finished to Uniformly square in cross - section with flat match pole. sides, small corner radii and excellent tor- Hand hole - Rectangular, reinforced hand - sional qualities. Available shaft widths are hole rim having nominal dimensions of 3"x5" 4, 5 and 6 inches. for all shafts. Included is steel cover with Anchor Base - Fabricated from hot - rolled attachment screws. , carbon steel plate that meets or exceeds a Hardware - Fasteners are high- strength, minimum -yield strength of 36,000 psi. The galvanized zinc - plated or stainless steel. anchor base is provided with slotted holes. Technical Information Ordering Information: See page 494 EPA (ft) with 1.3 gust (Note: Poles are available only in U.S.) Nom. Pale Wall Bolt Boll Approx. Catalog . mount. Shaft Size Thick. ._ -! 80. Max. 90 Max. 100 Max. Circle Size ship .wt. INSTALLATION NOTES: Number. ht. (f.) in. xin zft) [in.) Gauge mph w mp wt mph wt.* (in.) (in.x in. xin.) (lbs.) Installation requires grout to be packed under baseto ensure SSS 10 4C 10 4.0 x 10.0 0.125 11 30.6 765 23.8 595 189 473 8 -9 3/4 x 18 x 3 75 fullcontactwithfoundation .Factory- supplied templates must be used when setting anchor bolts. Lithonia Lighting will not SSS 124C 12 4.0x12.0 0.125 it 24.4 610 188 470 14.8 370 8 -9 3/4x18x3 90 acceptclaim for Incorrect anchorage placement due tofailurs SSS 14 4C 14 4.0 x 14.0 0.125 11 19.9 496 15.1 378 11.7 293 8-9 3/4 x 18 x 3 100 to use Do not e Lithonia Lighting factory templates. rect poles without having fixtures installed. SSS 16 4C 16 4.0 x 16.0 0.125 11 15.9 398 11.8 295 8.9 223 8 -9 3/4 x 18 x 3 115 If poles are stored outside, all protective wrapping must be SSS 184C 18 4.0x18.0 0.125 11 12.6 315 12 230 63 168 8-9 314x18x3 125 removed immediatelyto preventfinish damage. • SSS 20 4C 20 4..0 x 20.0 0.125 11 96 240 6.7 167 4.5 150 B -9 314 x 18 x 3 140 SSS 20 413 20 4.0 x 20.0 0.188 7 16.5 415 12.25 310 13 240 8 -9 314 x 30 x 3 198 SSS 20 5C 20 5.0 x 20.0 0.115 11 177 443 127 343 9.4 235 10 -12 1 x 36 x 4 185 SSS 20 5G 20 5.0 x 20 0 0.188 7 28.1 703 214 535 16.2 405 10 -12 1 x 36 x 4 265 SSS 25 4C 25 4.0 x 25.0 0.125 11 4.8 150 2.6 tog 1.0 50 8 -9 3/4 x 18 x 3 170 SSS 25 4G 25 4.0 x 25.0 0.188 7 10.8 270 7.7 188 5A 135 8-9 3/4 x 30 x 3 245 SSS 25 5C 25 5.0 x 25.0 0.125 11 9 8 245 6.3 157 3.7 150 10 -12 1 x 36 x 4 225 SSS 25 513 25 5.0 x 25.0 0.188 7 18.0 350 12.6 350 9.0 250 10 -12 1 x 36 x 4 320 !� SSS 30 4G 30 4.0 x 30.0 0.188 7 64 160 4.0 100 21 58 0-9 314 x 30 x 3 295 1 1 8 . SSS 30 5C 30 5.0 x 30.0 0.125 11 43 150 2.0 50 - - 10 -12 1 x 36 x 4 265 ,L SSS 30 5G 30 5.0 x 30.0 0,188 7 10.7 267 6.7 167 3,9 100 10 -12 1 x 36 x 4 380 SSS 30 613 30 6.0 x 30.0 0,188 7 15.7 392 to 2 257 6.4 160 11 -13 1 x 36 x 4 520 SSS 35 5G 35 5.0 x 351 0.188 7 59 150 2.5 100 - - 10 -12 1 x 36 x 4 440 SSS 35 6G 35 6.0 x 35.0 0,188 7 9.5 237 5.0 150 1.6 50 11 -13 1 x 36 x 4 540 _ _ SSS 39 6G 39 6.0 x 39.0 0.188 7 51 128 1.3 33 - - 11 -13 1 x 36 x 4 605 r; Pole Data t Shaft Bolt Bolt Anchor Warehouse base circle projection Base bolt anchor bolt Template size A B square description description number - - 4 "C B' /z 2 B" ABSSS -4C AB18 -0 PJ50004 A 4 "13 8'/2" 2 " -4" 8" ABSSS -46 AB30 -0 PJ50004 5' 10 " -12' 3 " -4" 11" ABSSS -5 AB36 -0 1 6' 11 " -13' 3 " -4" 12' /= ABSSS -6 AB36 -0 PJ50011 y r': NOTES: v 1 Mounting Arrangement: IFT) Open Top; IT20) 2% OD I2" NPS) 2 Drill Mounting: (DM79) 1 fixture st 90 °; (DM28) 2 fixtures at • 3 Options: Seepage 509. 4 Brackets: Seepage 512. ` ' eyworti ,fir p�idnor�PSG 1503 ',D 0 - EXHIBIT I I �o r� 1) ul CZ 0 00 co 0 J -t 00 0 4J -P C) CO e 7 < Lf) u� Ln o 2 ON 4 4 _� \ � a � uj En m x V) 0 4 V) LL LLJ V) -1 2 o L-U LL —i CO u -Z cz E on E 4 't > w .11, E V) 0 ƒ \ LU m z -Z -S 00 00 w -Z \ \ N D-1 u / U) 3 � � / N i J _ N L > 7 C E n m ° z c o= , i v 'N O O1 O z o 'O 2 = - E �N m In C � O N N > a =E'er L =;�� C aZ z7D Aa v N s 'E "S '� Ln _ N9 a cN CL LU " _ - q _ Ln v O _�'��.Amav d c6 O �2� �baE 0 c I C3 i � d' a- : CO 00 d a O a+ GI vJ'1 O vi a+ L O +-� 0', M f0 a A a.N 3 f0 V Z < d In p LL -t u1 Ln O O o� L/ F o ° v` o $ V LO EXHIBIT 12 L.L. In c w X O O i 3c0' 1� � c� s T LL -P S-- 0 QJ 0 X O Q 00 - K3 -P E M O S X i Lf)0 �a LL O � . O p� AS O P * You- .fin 1 2 0 s " — > ! I 9 fill- =i w Id wz 2 �0 a m o Z waiu' de A sue- x rcirc�C o ¢¢ N a: dill S� 1 . I N. B Age= N = a m � s o rg W i S4 U C _ 0 0> ,1 < 6 • ��� � B � � ¢nI�NSYB� � • NWT �a�WWR� yy J � t' z �D v c v in z m p El 9 t. � y �1ti .o- 0 II I I I l _ ------ I b I �j s I 3,01 � A 1 �8 ro G 2 7 2 W O 55 E = b q I G 8 111H Hi H H12i0N 13381S H165 � a� a v� t d' i . � r11iY�iYw P L+ i _ � t r =� E EXHIBIT l 2 �� f MENEM wig :.x e.0 -�wo )IPS w T NW'S1HV13t1 >avd �1VO x w Q S3?�015 w60 Sb34.lNS .p.,i ° ° :• :' N , y T e0°�roi P17 bl�l.gojy uoslnug :NoO 1no. -krl 43SOd0?Jd w '1� H �a awv inn io�a s V H z z a z O t � a a g i g 9 _ I- T ------ — t a ♦ HJSON 19MUS HAS O Z , an gmlq -Y -mow -moil mm o I C) g {� NW "S1H913H >P- Wo =ww O e�vn SENO19 �4 7 Ptl q-V uosjnugj ino krl 43SOdOPJd . H��S :.pro an!� >.•w Q LLI s � F b C CL o 77 a 1 W b w _ w § d5 IF e ,8 wLL e� ego �g m g e > 1 m T E S 67 CL € 7 u W W r W p 1 ! W v � �o W 0 l ivismQ d 'm npnwuv am-MU ARD4 o x • I I ail .Yw. ENCLOSURE 3 i • `,. NORTH EST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golder~ Valley, MN 55422 Telephone: 763.231 .2555 Facsimile: 763.23"1 _2561 planners @nacplanning_com PLANNING REPORT TO: Eric Johnson FROM: Carie Fuhrman /Scott Richards DATE: October 3, 2008 RE: Oak Park Heights — M & I Bank — Site Plan Review, Design Guidelines Review, and Variance for Signage FILE NO: 798.02 — 08.11 • BACKGROUND Application. M & I Bank has applied for a site plan review; Design Guidelines review; and a variance to allow a third building wall sign. M & I Bank is proposing a full service drive -up banking facility to be constructed on Lot 2, Block 1, Wal -Mart Addition. The site is currently owned by Peter Houser. The current property owner has entered into a Purchase Agreement with M & I Bank ,for the purchase of this property, subject to the approval by the City. The site is approximately 1.24 acres in size and is located on the south side of Highway 36, east of Norrell Avenue North. It is located north of Wal -Mart and across the private drive from Applebee's. The bank is proposed to be one -story in height; a maximum height of 30 feet; and approximately 5,049 square feet in ground floor area, plus a 1,490 square foot partial basement. Three drive -up lanes are proposed with a canopy over the lanes. M & I Bank is also requesting to place three wall signs on the exterior surfaces of the building, which requires a variance due to the fact that the Ordinance only allows two wall signs total on the building. Attached for Reference: • Exhibit 1 — Title Sheet (C- 1.01A) Exhibit 2 — Existing Conditions (C- 2.01A) Exhibit 3 — Site Plan (C -3.01 A) Exhibit 4 — Grading Plan (C -4.01 A) Exhibit 5 — SWPP Plan -Phase 1 (C -5.01 A) y Exhibit 6 — SWPP Plan -Phase 2 (C- 5.02A) • Exhibit 7 — SWPP Details (C- 5.03A) Exhibit 8 — Utility Plan (C- 6.01A) Exhibit 9 — Underground Storage System (C- 6.02A) Exhibit 10 — Details (C -9.01 A) Exhibit 11 — Details (C- 9.02A) Exhibit 12 — Details (C- 9.03A) Exhibit 13 — Landscape Plan (L1.01) Exhibit 14 — Photometric Plan (E00) Exhibit 15 — Lower Level Floor Plan (200) Exhibit 16 — First Level Floor Plan (201) Exhibit 17 — Exterior Elevations (400) Exhibit 18 — Colored Exterior Elevations (1A) Exhibit 19 — Stormwater Drainage Review from Corey Bergman of j MFRA dated 09.10.08 Exhibit 20 — Narrative for M & I Bank (2 pages) Exhibit 21 — City Arborist Comments dated 09.30.08 Exhibit 22 — City Engineer Comments dated 09.29.08 i ISSUES ANALYSIS Site Analysis. The subject site contains a drainage and utility easement surrounding • the property on all four sides. In addition, there is an ingress /egress easement/private road located on the east side of the subject property that runs north and south off of 60 Street North and accesses Lot 1, Block 1, Wal -Mart Addition. Zoning. Lot 2, Block 1, Wal -Mart Addition, Washington County, Minnesota, is zoned B- 4, Limited Business District. "Banks, savings institutions, credit unions, and other financial institutions, including drive - throughs" are permitted uses in the B -4 District. Site plan review, Design Guidelines review, and a variance for a third wall sign are all required in order for this request to be processed. The following table illustrates the required zoning regulations for the B -4 District and proposed details for this building and site: Regulation Lot Line Required Proposed Building Setbacks: Front North (60 Street N 40 feet 103 feet Side West 10 feet 42 feet East 10 feet 78 feet Private Road /Easement 40 feet Rear South 20 feet 88 feet Lot Area N/A 15,000 square feet 54,014 square feet Lot Width 60th Street North 100 feet 200.15 feet Building Height N/A 1 35 feet 27 feet • 2 • Parking Lot Design. Number of Parking Spaces. The Ordinance requires one space per 250 square feet of floor area, plus two spaces for each drive -in unit, plus drive aisle stacking space of 180 feet for each drive -in unit. Floor Area of First Floor: 5,049 sq ft x 0.9 4 4,544.10 sq ft Floor Area of Lower Level (finished area): 331.30 sq ft x 0.9 4 298.17 sq ft Janitor /Recycle: 15.83 ft x 12 ft = 189.96 sq ft IT Room: 12.08 ft x 11.7 ft = 141.34 sq ft Total Floor Area of Building 4298.17 + 4,544.10 = 4,842.27 sci ft 4,842.27 sq ft/250 sq ft = 19.37 spaces 3 Drive -In Units x 2 spaces = 6 spaces Total = 25.37 --> 26 parking spaces The parking lot is proposed to have 28 parking spaces total. Eight stalls are proposed to the north of the drive - through lanes; 17 stalls, including two handicap - accessible stalls, are located to the south of the building; and three parking stalls are counted within the drive - through lanes. • The proposed number of 28 parking spaces meets the Ordinance requirement. The site plan (C- 3.01A) indicates the first drive -in unit has 174 feet of stacking, and the second drive -in unit has 198 feet of stacking. There is no indication of the stacking space for the third drive -in unit. Clarification should be made regarding the stacking space. Size of Parking Spaces. Eight parking spaces are proposed to the north of the drive - through lanes. These parking spaces are at a 60 degree angle, and the stalls are 9 feet, 6 inches wide. The following table illustrates the required and proposed parking space dimensions for 60 degree angled parking with 9 feet, 6 inch stall widths: Required Proposed Stall Width — 9'6" Curb Length Per 11'0" 19'2" Car Stall Depth 21'3" 1 18 Aisle Width 18 1 15' As the table illustrates, the stall depth and aisle width do not meet the minimum requirements for parking stalls that are at a 60 degree angle and 9 feet, 6 inches wide. Adjustments shall be made to the parking area in order to meet the Ordinance requirements. • The remainder of the parking stalls are proposed at a 90 degree angle and are 9 feet wide. The following table illustrates the required and proposed parking space dimensions for 90 degree angled parking with nine foot stall widths: 3 • I Required Proposed • Stall Width — 9 1 0 1, Curb Length Per Car 9 9 1 0 1, Stall Depth 20'0" 18'0" & 20'0" Aisle Width 22'0" 24'0" The table indicates some parking stalls are 18 feet deep. These are allowed as a two foot overhang is allowed to be counted towards the stall depth. Entrance /Exit. As was mentioned earlier, there is an existing ingress /egress easement (private road) over the subject parcel that provides access to the lot to the south (Wal- Mart). This private road accesses 60 Street North in the northeast corner of the lot and runs north /south along the east property line. The drive access to the bank is proposed off of this private road, in the southeast corner of the lot. Trail. The site plan indicates an existing trail that runs parallel to 60 Street North. Staff would suggest that as a condition upon approval, the applicants provide a connection from this trail into the site. Lighting Plan: A Plan has been submitted (E00), along with a light pole detail and a fixture cut of the drive - through canopy lighting. Fixtures. The Photometric Plan indicates the use of three types of fixtures: Type A and B are pole- mounted lights at a maximum height of 25 feet. They are cut -off luminaires with house side shields. Type D6 are recessed commercial lights that shall be located flush with the canopy ceiling of the drive - through area. Intensity. The Ordinance requires that any light which cast light on a public street shall not exceed one foot candle (meter reading) as measured from the center line of said street. The submitted Photometric Plan only indicates the foot candle readings to the boundaries of the parking lot; therefore, it cannot be determined if the lighting intensity meets the requirements of the Ordinance. Staff would recommend that the applicant submit a revised Photometric Plan that indicates the foot candle readings to the center line of 60 Street North to determine that the intensity requirements are met. Location. Five Type A fixtures are proposed on the exterior of the parking area: one along the north side of the parking lot, one along the southeast side of the parking lot, one on the south side of the parking lot, one along the southwest side of the parking lot, and the last one located to the south of the building in the sidewalk area, facing the south parking area. Two Type B fixtures are proposed: one along the northwest corner of the parking lot, and the other in the northeast corner of the parking lot. The six Type D6 fixtures are located within the three drive - through aisles under the canopy. Hours. Outdoor lighting for parking lots shall be turned off one hour after closing, except • for approved security lighting. 4 • Landscape Design. The Landscape Plan shall be subject to the review and approval of the City Arborist. See comments by the City Arborist in Exhibit 21. Signs. The site plan and exterior elevation details indicate the applicants are proposing the following signage: a) Three Wall Signs: one 68 square foot "M & I Bank" sign located on the south elevation; one 37 square foot "M & I Bank" sign located on the east elevation; and one 16 square foot "M & I" sign located on the north elevation. A total of 121 square feet of wall signs are proposed on the building. Staff Comment: The Ordinance allows for only two wall signs per principal building. The Ordinance does allow for more than two wall signs through the conditional use process, but the following conditions must be met: no freestanding signs can exceed eight feet in height on the property; and the wall signs shall be identical in style, color, and size. The proposed wall signs are not identical in style and size; therefore, the applicants are instead applying for a variance to the requirement of allowing only two wall signs per principal building. ** *Please note: As proposed, the three wall signs and two freestanding monument • signs exceed the allowed maximum sign area for this District. Therefore, the sign areas shall be decreased to meet the allowable sign area, or a conditional use permit would have to be applied for and approved. The applicants are allowed up to 100 square feet or 15% of the front building fagade, which is 104.63 square feet. The applicants may apply for a conditional use permit in order to exceed the 15% of the front building fagade, but still stay less than 300 square feet. Calculations: Wall signs (3 signs): 121 sq ft Monument sign #1: 36.24 sq ft Monument sign #2: 7.8 sq ft Total: 165.04 sq ft Front Building Facade Area: 77.5 ft x 9 ft = 697.5 sq ft 4 0.15 x 697.5 = 104.63 sq ft b) One freestanding monument sign, eight feet in height and 36.24 square feet in area: "M & I Bank — ATM," to be located on the north side of the property, between the trail and parking area. Staff Comment: This meets the number and area requirement for a freestanding sign on a B -4 property, which allows one freestanding sign under 100 square feet and 20 feet in height. However, the freestanding sign base shall be surrounded with a landscape planter at least three feet in height, and the planter shall contain decorative shrubbery and /or flower materials. 5 j � c) One freestanding monument sign, slightly over five feet in height and 7.8 square feet • in size: "M & I Bank Drive -Up Banking ATM" sign to be located at the entrance from the private drive into the parking lot of the banking facility. Staff Comment. This additional freestanding monument sign is not allowed as the conditions to allow an additional freestanding signs are not met (i.e., the gross area of the signs, when added together with all other freestanding and wall sign area, exceeds the maximum allowable sign area established for the lot). d) Four directional signs are proposed: • Two signs: 6 feet, 5 inch in height and approximately two square feet in size each : "Do Not Enter — Exit Only" signs to be located to the southwest of the building. • One sign: 6 feet, 5 inches in height and approximately two square feet in size: "M & I Bank — Thank You For Banking With Us" sign to be located at the exit onto the private drive. • One sign: 6 feet, 5 inches in height and approximately two square feet in size: "Fire Lane — No Parking" sign; however, it appears the location of the sign(s) is not indicated on the site plan. Clarification shall be provided regarding this sign. Staff Comment: The Ordinance allows two directional signs that do not count towards the maximum allowable sign area as long as they do not exceed twelve square feet (401.15.G.6e.1). Therefore only two of the above - mentioned four signs shall be allowed. • Design Guidelines. 'I Quality. The proposed building meets the quality standards of the Ordinance, which 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 elevations have been provided by the architects, which illustrate the bank's size, scale, composition, colors, and exterior materials. Exterior Finishes. A list of the exterior finish materials is located on Sheet 400. The main building facades are proposed to be finished with a darker brown, queen size brick. A light tan manufactured stone is proposed as an accent on some of the columns and as a portion of the east elevation. Two Exterior Insulation Finish Systems are proposed directly below the eaves on each elevation and surrounding the wall signs and on the tower — a natural white, sand pepple texture is proposed to be surrounded by a darker cream sand pepple texture. The roof is proposed to be composed of asphalt roof shingles in a driftwood color. The metal soffits, fascia, downspouts, ATM and mechanical openings are proposed to be a medium roman bronze. All of the proposed exterior building finishes appear to be consistent with the Ordinance standards for grade and quality. 6 • Trash Enclosure. The trash is proposed to be stored in the northeast corner of the building. Mechanical Equipment. No rooftop mechanical equipment is proposed. On -grade air conditioning units are proposed to be screened. Grading /Drainage. The Grading, Drainage, and Erosion Control Plan shall be subject to approval by the City Engineer. See additional engineering comments in Exhibit 22. Overhead Distribution Lines. The applicant shall bury the overhead distribution lines along 60 Street North. A condition has been added to address this issue. Variance. Variance criteria is provided in Section 401.04 of the Oak Park Heights Zoning Ordinance. The Planning Commission and City Council should review the following criteria and conditions to determine if the variance is justified. Review Criteria. The Planning Commission and City Council should 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. 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. Conditions for Approval. 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 7 i i 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, structure 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. Comment regarding the third wall sign: In response to the criteria and conditions listed above, the proposed wall signs are fairly small in size and granting the variance request to allow the third wall sign will not create an inconvenience to neighboring properties and uses. The City has granted a third wall sign to allow better visibility from Highway 36 for other businesses in this area. For these reasons, City planning staff recommends that the third wall sign variance be approved. RECOMMENDATION AND CONCLUSION After reviewing the request and the criteria and conditions for variance approvals, staff • recommends approval of the request for the third wall sign on the proposed building. After reviewing the request for the Design Guidelines review and site plan review, staff recommends approval of the proposed M & I Bank. The recommendation is made with the following conditions: 1. The site plan (C- 3.01A) indicates the first drive -in unit has 174 feet of stacking, and the second drive -in unit has 198 feet of stacking. There is no indication of the stacking space for the third drive -in unit. Clarification should be made regarding the stacking space. 2. The stall depth and aisle width do not meet the minimum requirements for parking stalls that are at a 60 degree angle and 9 feet, 6 inches wide. Adjustments shall be made to the parking area in order to meet the Ordinance requirements. 3. The applicants shall provide a connection from the trail to the site /building. 4. A revised Photometric Plan shall be submitted that indicates the foot candle readings to the center line of 60 Street North to determine that the intensity requirements are met. • 8 i 5. Outdoor lighting for the parking areas shall be turned off one hour after closing, except for approved security lighting. i 6. The Landscape Plan shall be subject to the review and approval of the City Arborist. See comments by the City Arborist in Exhibit 21. 7. The sign areas of the wall and /or freestanding signs shall be decreased to meet the maximum allowable sign area, or a conditional use permit would have to be applied for and approved. The applicants may apply for a conditional use permit in order to exceed the 15% of the front building fagade, but still stay less than 300 square feet. 8. The freestanding monument sign base, proposed to the north of the building, shall be surrounded with a landscape planter at least three feet in height, and the planter shall contain decorative shrubbery and /or flower materials. 9. The additional freestanding monument sign — "M & I Bank — Drive -Up Banking ATM" is not allowed in that an additional freestanding signs are not met (i.e., the gross area of the signs, when added together with all other freestanding and wall j sign area, exceeds the maximum allowable sign area established for the lot). 10. The Ordinance only allows two directional signs that do not count towards the • maximum allowable sign area as long as they do not exceed twelve square feet. Therefore only two of the four proposed directional signs shall be allowed. 11. The Grading, Drainage, and Erosion Control Plan shall be subject to the review and approval by the City Engineer. See engineering comments in Exhibit 22. 12. The applicant shall bury the overhead distribution lines along 60 Street North. The timing of that improvement shall be coordinated with the burying of distribution lines in front of Lowe's along 60 Street North. The applicant shall escrow sufficient funds, as specified by the City Engineer, to complete the improvement or agree that the City will complete the work and petition for the public improvement, waiving notice of public hearing and assessments, as required under Minnesota Statute 429. 13. Any additional comments by the City Arborist. 14. Any additional comments by the City Engineer. 15. 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R ee Q - _ ___ __ -_ -__ _ LE E 1 I ❑ O I Z Q ar � r O O J F 4 i • • • i • �� J C f i rm1 _ I I II II J CE r4 I LU J OR �� I I II II F I I I II I J J - v I I g I - - r a T 1 cJ OT '1 - C ° tic w w � y k u L I - LJ c — w II - ti I � J t r FY L f H a� • [ [ ^�d l��ll�.�ll =d tl',X =�_�� D 11 7[�i 1� <,il �ll,i3Of O r[ L Q n Z Y a I pc � � a Il 9 f � EXHIBIT 1 8 I Engineering Planning ' Surveying RA EXHIBIT 19 McCombs Frank Roos Associates, hic. i M_EMOR AND U DATE:: September 10, 2008 TO Dennis Postler, P.E. i City Engineer City of Oak Park Heights FROM: Corey Bergman, P.E. MFRA • SUBJECT: Stormwater Drainage Review M &I Bank Oak Park Heights, Minnesota MFRA #17804 I I Enclosed is the stormwater drainage review for M &I Bank in Oak Park Heights, Minnesota. This review contains an analysis of the runoff volumes for pre - development and post - development. In my review I have found'that an underground storage system will be needed to I achieve pre- development flow rates as required by the city and watershed district. DRAINAGE REVIEW The proposed project will consist of a new 5,049 SF building on -a previously undeveloped property. The parcel is located East of Norell Avenue and South of T.H. 36 in Oak Park Heights Minnesota. The new site has been evaluated using the new impervious areas to model a storage system based on the requirements for a 2, 10, and 100 year storm event. The project area has an existing CN of 69. The new CN will be 86 after the site improvements are complete. The CN values are the weighted averaged impervious area (CN =98) and green space (CN =69) using a soil type of B. I 14500 26th Avenue A/orth, Suite 240 - Plymouth, Minnesota 55447 phone 7631476-6020 - fax 7631476 -8532 vrebsite mtra.com } The discharge rates to the offsite storm system are cunently shown as less then the pre- development discharge rates, we anticipate revising our storage: volumes during final design to bring them more in line with the pre - development rates. Below is a summary of the Pre- Development and Post- Development runoff rates and volumes for the 2, 1,0, and I00 -year stonn event; 2-yearl 10 -year 100- ear Pre-Development Conditions CN 69 69 69 Outlet Rate cfs 0.67 1.85 3.70 Volume ac -ft 0.045 0.113 0.22 Post-Development Conditions CN 86 86 86 Outlet Rate jcfs 0 0.07 1.19 Volume ac -ft 0.160 0.263 0.405 i While the post- development nsnoff volume exceeds pre - development, we realize the additional volume is accounted for in a downstream point as part of the cooperati ve agreement between the City and watershed district. i Attached is the HydroCAD report (Attachment A), which shows'the pre- and post - expansion volumes and flowrates for the 2, 10, and 100 -year storm event. Attachments; Attachment A: fl, Report I • i t I • ATTACHMENT A HYDROCAD REPORT { E i } 3 i • i k { I M &I - Pre - Development Type if 24 -hr 2 yr Rainfall= 2.80" • Prepared by MFRA Page 1 g�10/2p08 Hydro - AD@ 8.00 s/n 002000 © 2006 H' droCAD Software Solutions LLC Subcatchment 1S: Existing Conditions Ex Coverage Ranges from 50 -75% Runoff = 0.67 cfs @ 12.10 hrs, Volume 0.045 af, Depth> 0.50 Runoff by SCS TR -20 method, UH =SCS, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs Type II 24 -hr 2 yr Rainfall= 180." Area ac CN Description 1.100 69 Pasture/ rasslandlran e, Fair, HSG B 1.100 Pervious Area Tc Length Slope Velocity Capacity 'Description min feet ft/ft ftlsec cfs Direct Entry, 15.0 Pond 2P: MN DOT DITCH EXISTING [40] Hint: Not.Dascribed (Outflow = Inflow) Inflow Area 1.100 ac, Inflow Depth , > 0.50" for 2 yr event Inflow = 0..67 cfs @ 1.210 hrs, Volume 0.045 of • Primary 0.67 cfs @ 12.10 hrs, Volume= 0.045 af, Atten= 0 %, Lag = 0.0 min Routing by Stor -Ind ' method, Time Span= 5.00- 20.00 hrs, dt =-0.05 hrs i i f • M -Pre - Development Type II 24 -hr 10 -yr Rainfall =4.15" Page 2 Orepared by MFRA 9/10/2008 Hydro CAD® 8.00 sin 002000 ©2006 H droCAD Software Solutions LLC Subcatchment 1S: Existing Conditions Ex. Coverage Ranges from 50 -75 % Runoff 1.85 cfs @ 12.08 hrs, Volume 0.113 af, Depth> 1.23" # Runoff by SCS TR -20 method, UH =SCS, Time Span= ,5.00- 20.00 hrs dt= 0.05 hrs Type II 24 -hr 10 -yr Rainfall = 4.15" Area ac C Descr ton 1.100 69 Pasture/grassland/range, Fair, HSG B 1.100 Pervious Area Tc Length Slope Velocity Capacity Description i min feet ) (ftlft) (ft/sec - cfs Direct Entry, 15.0 ! i Pond 2P: MN DOT DITCH EXISTING [40] Hint: Not Described (Outflow= Inflow) • Inflow Area = 1.100 ac Inflow Depth > 1.23" for 10 =yr event s inflow 1.85 cfs @ 12.08 hrs, Volume= 0.113 of Primary 1.85 cfs @ 12.08 hrs, Volume= 0.113 af, Atten= 0 %, La g_ Q.0 mm Routing by Stor -Ind method, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs I I I k I M &I - Pre- Development Type 11 24 -hr 100 -yr Rainfall= 5.90" Prepared by MFRA Page 3 • H droCAD® 8.00 sln 002000 -O 2006 H droCAD Software Solutions LLC 9/1012008 Subcatchment 1S: Existing Conditions Ex. Coverage Ranges from 50 -75% Runoff 3.70 cfs @ 12.08 hrs, Volume= 0.220 af, Depth> 2.40 G Runoff by SCS TR -20 method, UH =SCS, Time Span = 5:00 -20.00 hrs, dt 0.05 hrs Type 11 24 -hr 100 -yr Rainfall= 5.90" Area ac CN Description 1.100 69 Pasture /grassland /range, Fair, HSG B 1.100 Pervious Area Tc Length Slope Velocity Capacity Description min feet ft/ft ft/sec cfs 15.0 Direct Entry, i Pond 2P: MN :DOT DITCH EXISTING [40] Hint: Not Described (Outflow =lnftow) Inflow Area = 1.100 ac, Inflow Depth > 2.40" for 100 -yr event Inflow = 3.70 cfs @ 12.08 hrs Volume= .0.220 of • Primary = 3.70 cfs @ 12.08 hrs Volume= 0.220 af, Atten= 0% , Lag= 0.0 min Routing by Stor -Ind method, Time Span= 5.00 -20.00 hrs, dt ='0.05 hrs i l i I' • • M &I - Post Development Type !I 24 -hr 2 yr Rainfall =2.80" Prepared by MFRA Page 1 HydroCADO 8,00 s/n 002000 O 2006 HydroCAD Software Solutions LLC 9/10/20 i Subcatchment 1A: Site Runoff Runoff = 2,59 cfs @ 12.01 hrs, Volume 0.160 af, Depth 1.75" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00 -84.00 hrs, dt= 0.01 hrs Type Il 24 -hr 2 yr Rainfall= 2.80" t Area (ac) CN Description 0.650 98 Paved parking & roofs 0.450 69 50 -75 % Grass cover, Fair, HSG B 1.100 86 Weighted Average 0.450 69 Pervious Area 0.650 98 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Pond Ditch P: MN DOT DITCH Inflow Area 1.100 ac, 'Inflow Depth= 0.00" for 2 yr event • Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Outflow 0.00 cfs @ 0.00 hrs, Volume= 0,000 af, Atten= 0 %, Lag= 0.0 min Primary 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Dyn -Stor -Ind method, Time Span= 0.00- 84.00 hrs, dt= 0.01 hrs Peak;Elev= 934.30'@ 0.00 hrs Surf.Area= 0.005 ac Storage= 0,000 of Plug -Flow detention time= (not calculated: initial storage excedes outflow) Center -of -Mass det. time = (not calculated: no inflow) Volume Invert Avail Storage Storage Description #1 934.30` 0.040 of Custom Stage Data (Prismatic} isted below (Recalc) Elevation Surf.Area Inc.Store Cum.Store I (feet) (acres) (acre- feet) (acre -feet) 934.30 0.005 0.000 0.000 935.00 0.010 0.005 0.005 936.00 0.060 0.035 0.040 Device Routing Invert Outlet Devices #1 Primary 934.30' 18.0" x 70.0' long Culvert RCP, square edge headwall, Ke= 0.500 Outlet Invert= 933.80' S= 0.0071 T Cc= 0.900 n= 0.013 i Primary OutFlow Max =0.00 cfs @ 0.00 hrs HW= 934.30' (Free Discharge) t-1 =Culvert ( Controls 0.00 cfs) i M &I -Post Development Type Il 24 -hr 2 yr Rainfall= 2.80 "" Page 2 Prepared by MFRA H droCADO 8.00- s/n 002000 © 2006 H droCAD Software Solutions LLC 9/10/2008 Pond RG: Underground Storage I Inflow Area = 1.100 ac, Inflow Depth = 1.75" for 2 yr event Inflow 2.59 cfs @ 12.01 hrs, Volume 0.160 of Outflow 0.03 cfs @ 9.92 hrs, Volume 0.160 af, Atten= 99 %, Lag 0.0 min f Discarded 0.03 cfs @ 9.92 hrs, Volume 0.160 of M Primary 0.00 cfs @ 0.00 hrs, Volume 0.000 of Routing by Dyn -Stor -Ind method, Time Span= 0.00 -84.00 hrs, dt= 0.01 hrs Peak Elev= 934.92'@ 19.98 hrs Surf.Area= 7,085 sf Storage= 4,733 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) s Center -of -Mass det. time= 1,276.3 min ( 2,053.0 -776.7 i Volume Invert Avail.Stora a Storage Description { #1 933.80' 4,886 cf 61.50'W x 115.21'L x 2.33'H Prismatoid 16,509 cf Overall - 4,294 cf Embedded = 12,215 cf x 40.0% Voids #2 934.35' 4,294 cf 28.9 "W x 16.0 "H x 115.21'L StormTech SC -310 x Inside #1 9,180 cf Total Available Storage € Device Routing Invert OutleIt Devices #1 Discarded 0.00' 0.200 in /hr Exfiltration over Surface area #2 Primary 935.50' 18.0" x 19.0' long Culvert CPP, projecting, no headwall, Ke= 0.900 Outlet.. Invert= 935.40' S=0.00537' Cc= 0.900 n= 0.013 Concrete pipe,, straight & clean Discarded OutFlow Ma)(=0.03 cfs @ 9.92 hrs HW= 93.3.83' (Free Discharge) t--1 =Exfiltration (Exfiltration Controls 0 cfs) Primary OutFlow Max =0.00 cfs @ 0.00 hrs HW= 933.80' TW= 934.30' (Dynamic'Tailwater) t-2= Culvert (Controls 0.00 cfs) t I • M &I -Post Development Type 1124 -hr 10 yr Rainfall =4,15" • Prepared by MFRA Page 3 HydroCAD® 8.00 s/n 002000 © 2006 HydroCAD Software Solutions LLC 9/10/2008' Subcatchment 1A: Site Runoff Runoff 4.29 cfs @ 12.01 hrs, Volume= 0.263 af, Depth= 2.87" Runoff by SCS TR-20 method, UH`SCS, Split Pervious /Imperv., Time Span 0.00 -84.00 hrs, dt= 0.01 hrs Type I) 24 -hr 10 yr Rainfall =4.15 Area (ac) CN Description 0.650 98 Paved parking & roofs 0.450 69 50 -75% Grass cover, Fair, HSG B 1.100 86 Weighted Average 0.450 69 Pervious Area 0.650 98 Impervious Area i Tc Length Slope Velocity Capacity Description j (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, f Pond Ditch P: MN DOT DITCH Inflow Area 1.100 ac, Inflow Depth = 0.35 for 10 yr event Inflow 0.07 cfs @ 15.65 hrs, Volume= 0.032 of • Outflow = 0.07 cfs @ 15.71 hrs, Volume= 0.032 af, -Atten= 0 %, Lag= 3.9 min ! Primary = 0.07 cfs @ 15.71 hrs, Volume= 0.032 of Routing by Dyn -Stor -Ind method, Time Span= .00- 84.00 hrs, dt= 0.01 hrs Peak Elev 934.43'@ 15.71 hrs Surf.Area= 0.006 ac Storage= 0.001 of 4 Plug -Flow detention time= 10.4 min calculated for 0.032 of (1.00% of inflow) Center -of -Mass det. time= 10.4 min ( 1,092.4 1,082`.1 ) I Volume Invert Avail Storage Storage Description #1 934.30' 0.040 of Custom Stage Data (Pr smatic�isted below (Recalc) 1 Elevation SurF.Area 1nc.Store Cum.Store (feet) (acres) (acre feet) (acre-feet) 934.30 0.005 0.000 0.000 935.00- 0.010 0,005 0.005 936.00 0.060 0.035 0.040 Device Routing Invert Outlet Devices - #1 Primary 934.30" 18.0 x 70.0' long Culvert RCP, square edge headwall, Ke= 0.500 Outlet Invert= 933.80' S= 0.0071 T Cc= 0.900 n= 0.013 Primary OutFlow Max =0.07 cfs @ 1571 hrs 'HW =934.43' (Free Discharge) t--1 =Culvert (Barrel Controls 0.07 cfs @ 1.48 fps) • i M &1 - Post Development Type 1124 -hr 10 yr Rainfall= 4.95" Prepared by MFRA Page 4 • HydroCAD@) 8.00 s/n 002000 © 2006 HydroCAD Software Solutions LLC 9/10/2008 Pond RG: Underground Storage inflow Area" 1.100 ac, Inflow Depth= 2.87" for 10 yr event Inflow = 4.29 cfs @ 12.01 hrs Volume= 0.263 of Outflow 0.10 cfs ,@ 15.65 hrs, Volume= 0.252 of, Atten= 98 %, Lag= 218.0 min Discarded = 0,03 cfs @ 7.73 hrs, Volume = 0.220 of Primary 0.07 cfs @ 15.65 hrs, Volume= 0,032 of Routing by Dyn -Stor -Ind method, Time Span= 0.00 -84.00 hes, dt= 0.01 hrs Peak Elev= 935.64' @ 15.65 hrs Surf.Area 7,085 sf Storage= 7,788 cf Plug -Flow detention time= (not calculated outflow precedes inflow) Center -of -Mass det. time= 1,637.1 min (' 2,409.5 - 772.5 ) Volume Invert Avail.Storage Storage Description #1 933.80' 4,886 cf 61.50'W x 115.21 % x 2.33'H Prismatoid s 16,509 cf Overall- 4,294 cf Embedded = '12,215 cf . x 40.0% Voids I #2 934.35' 4,294 cf 28.9 "W. x 16.0 "H x 115.21 % StormTech. SC -310 x 18 Inside. #1 9,180 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 0.00' 0.200- in /hr Exfiltration over Surface area #2 Primary 935.50' 18.0" x 19.0' long Culvert CPP, projecting, no headwall., Ke= 0.900 Outlet Invert= 935.40' S= 0.0053'/' Cc= 0.900 • n= 0.013 Concrete pipe, straight & clean Discarded OutFlow Max =0.03 cfs @ 7.73 hrs HW= 933.83' (Free Discharge) i t- 1= Exfiltration (Exfiltration Controls 0.03 cfs) 1 Primary OutF,low Max =0.07 cfs @ 15.65 hrs HW= 935.64' TW= 934.43' ;(Dynamic Tailwater) L2= Culvert, (Barrel Controls 0.07 cfs @ fps) r 1 , I •� I M &I Post Development Type H 24 -hr 100 yr Rainfall =5.90" • Prepared by MFRA Page 5 HydroCADO 8.00 s/n 002000 © 2006 HydroCAD Software Solutions LLC 9/10/2008 Subcatchment 1A: Site Runoff Runoff 6.64 cfs @ 12.01 hrs, Volume= 0.405 af, Depth= 4.42" ; I Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00 -84.00 hrs, dt= 0.01 hrs Type 11 24 -hr 100 yr Rainfall= 5.90" Area (ac) CN Description 0.650 98 Paved parking & roofs 0.450 69 50 -75% Grass cover, Fair, 'HSG B 1.100 86 Weighted Average 0.450 69 Pervious Area 0.650 98 Impervious Area f Tc Length Slope Velocity Capacity Description i (min) (feet) (ft/ft) (fusee) (cfs) 10.0 Direct Entry, i Pond Ditch P: 'MN DOT DITCH Inflow Area = 1.10018c, Inflow Depth = 1.86" for 100 yr event Inflow 1.20 cfs @ 12.27 hrs, Volume= 0.170 of • Outflow _ 1.19 cfs >@ 12.31 hrs, Volume= 0.170 af, Aften= 1 %, Lag= 1.9 min Primary 1.19 cfs @ 12.31 hrs, Volume= 0.170 of Routing by Dyn -Stor -Ind method, Time Span= 0.00- 84.00 hrs, dt= 0.01 hrs Peak Elev= 934.83'@ 12.31 hrs Surf.Area= 0.009 ac Storage= 0.004 of j Plug- Flow.detention time= 4.7 min calculated for 0.170 of (100% of inflow) i Center -of -Mass det. time= 4.5 min ( 900.3 - 895.8 ) Volume Invert Avail.Storage Storage Description #1 934.30' 0.040 of Custom i Stage Data (Prismati4isted below (Recalc) Elevation Surf.Area Inc.Store CUm.Store (feet) (acres) (acre- feet) (acre -feet) 934.30 0.005 0.000 0.000 935.00 0.010 0.005 0.005 936.00 0.060 0.035 0.040 Device Routing Invert Outlet Devices #1 Primary 934.30' 18.0" x 70.0' long Culvert RCP, square edge headwall, Ke= 0.500 Outlet Invert= 933.80' S= 0.0071 '/' Cc= 0.900 n= 0.013 l Primary OutFlow Max =1.19 cfs @ 12.31 hrs HW= 934.83' (Free Discharge) f L1= Culvert (Barrel Controls 1.19 cfs @ 3.21 fps) M &1 Post Development Type 1124 -hr 900 yr Rainfall =5.90" Prepared by MFRA Page 6 HydroCADO 8.00 s/n 002000 © 2006 HydroCAD Software Solutions LLC 9/10/2008 Pond RG: Underground Storage i Inflow Area 1.100 ac, Inflow Depth = 4.42" for 100 y event Inflow 6.64 cfs @ 12.01 hrs, Volume= 0.405 of Outflow 1.24 cfs @ 12.27 hrs, Volume= 0.393 af, Atten= 81 %, Lag 15.7 min Discarded 0.03 cfs @ 5.34 hrs, Volume= 0.223 of Primary = 1.20 cfs @ 12.27 hrs, Volume= 0.170 of f Routing by Dyn -Stor -Ind method, Time Span= 0.00 -84.00 hrs, dt= 0,01 hrs Peak Elev 936.12'@ 12.27 hrs Surf.Area= 7,085 sf Storage= 9,149 cf Plug -Flow detention time= (not calculated :: outflow precedes inflow) Center -of -Mass det. time= 1,077.9 min ( 1,,846.4 768.6') Volume Invert Avail.Storage Storage Description #1 933.80' 4,886 cf 61.50'W x 11521'L x 2.33'H Prismatoid 16,509 cf Overall - 4,294 cf Embedded = 12,215 cf x 40.0% Voids #2 934.35' 4,294 cf 28.9 "W :x 16.0 "H x 115.21'L;StormTech SC -310 x18 'Inside #1' 9,180 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 0.00' 0.200. in /hr Exfiltration over Surface area #2 'Primary 935.50' 18.0" ;x 19:0' long -Culvert CPP, projecting, no headwall, Ke= 0.900 Outlet Invert= 935.40' S=0..0053'/' Cc= 0.900 • n= 0.013 Concrete pipe, straight ,& clean Discarded OutFlow Max =0.03 cfs @ 5.34 hrs HW= 933.83' (Free Discharge) 2 1= Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max =1.20 cfs @ 12.27 hrs HW =936.12' TW= 934.82' (Dynamic Tailwater) t-2 =Culvert (Barrel Controls 1.20 cfs @; 2.58 fps) i i f i i I : i i t r EXNIBIT 2 0 Narrative for • M &I Bank Oak Park Heights, MN M &I Bank was established in 1847 as Marshall and Isley Bank. Headquartered in Milwaukee, WI, the bank holds over $45 billion in assets. It is a full service bank (mortgage, investment, financial planning; insurance; trust; lending) with a customer - based approach. Offices are located in Arizona, Florida, Illinois, Kansas, Minnesota, Missouri, Nevada, and Wisconsin. M&I entered into the Minnesota market in 2001 when they purchased National City Bank, Richfield Bank, and Century Bank. They currently have approximately 20 banking locations in the Minneapolis /St. Paul metro area, with an additional 3 locations under construction. Site: 1. The site is located on the south side of highway 36, east of Norrell Avenue North (north of Walmart, across the private drive from Applebee's). 2. The site is approximately 1.24 acres in size and zoned B4 Limited Business. 3. Access is provided off the private road between the site and Applebee's. 4. Parking requirement is based on net building area (gross building area less 10 %) / 1000 x 4 spaces / 100 SF. Eighteen (18) stalls are required; twenty -five (25) stalls are provided. 5. Three (3) drive -up lanes are proposed. The lane closest to the building also • contains an ATM. 6. A trail is provided along the northern edge of the site. 7. On -site storm water retention is provided. Building: 1. The proposed building is a full service drive -up banking facility. 2. Size: approximately 5049 SF ground floor area plus 1490 SF partial basement. The building is one -story in height. Maximum height is 30 feet. 3. Canopy is proposed over the drive -up bank lanes. 4. No rooftop mechanical equipment is provided. On -grade air conditioning condensers are screened. 5. Building Materials are as follows: a. Brick base b. Manufactured stone (random ashlar pattern) at-building entry C. EIFS at top of walls. d. Asphalt shingles at roof. e. Windows are bronze tinted glazing in bronze frames. 6. Trash and recyclables will be stored within the building. No exterior trash enclosure is proposed or required. 7. The building will be fire sprinklered. • Signage: • 1. A monument sign is proposed on the Highway 36 frontage. The base of the monument sign will be constructed of brick. 2. Wall signs are proposed on the gable end at the east elevation and at the entry tower on the south elevation. 3. A variance is requested for an additional wall sign on the end of the drive -up canopy on the north elevation. Total area of all signage is less than that permitted by ordinance. 4. Miscellaneous directional signage is proposed to control internal traffic. Site Lighting: 1. Site lighting is comprised of shoebox type fixtures with full cut off. 2. Light poles are 25' high from grade. 3. A lighted flagpole is proposed. Landscaping: See Landscape plan. All landscaped areas are irrigated. Utilities: See Utility Plans. • • EXHIBIT 2 1 - - - -- Original Message - - - -- From: "K.D. Widin" <kdwidin @comcast.net> Sent: Wednesday, September 17, 2008 9:35 PM Subject: M &I Bank - Landscape Plan > OPH Staff - • I have reviewed the landscape plan for M &I Bank and visited the site • of the proposed building. There are no tree preservation or tree • inventory needs at the site. The landscape plan is attractive and • complements the building and site. The species listed are acceptable, • being attractive, hardy, and with relatively few serious insect or • disease problems. The size of plant material is also appropriate. • The Planting Detail and Planting Notes are acceptable and trees and • shrubs should be planted per the Planting Detail. Plants will be • inspected after planting, and those not planted properly will have to • be re- planted correctly. Please contact me if you have any questions • regarding this review. Please forward my comments to the developer. • Kathy Widin • • Arborist > City of OPH • 2335 Highway 36 W St. Paul, MN 55113 A Tel 651 - 636 -4600 Fax 651- 636 -1311 www.bonestroo.com .EXHIBIT 2 2 September 29, 2008 of Bonestroo Mr. Eric Johnson City of Oak Park Heights 14168 Oak Park Blvd., P.O. Box 2007 Oak Park Heights, MN 55082 -2007 Re: M &I Bank Bonestroo file No. 55 -08 -000 Dear Eric: We have reviewed the Development Plans, for M &I Bank as submitted by McCombs Frank Roos Associates. Following are our comments and /or recommendations. Sheet C -2,01A 1. Verify the location of the northerly property line. 2. An easement needs to be dedicated for the trail on the north side of the property. Sheet C -3,01A 1. A pedestrian ramp should be called out at the Wal -Mart Drive. 2. A "Fire Lane, No Parking" sign is shown on the plans; however, the location of the sign is not identified on the site plan. 3. The plan calls out bollards at 14 locations; however these locations are not easy to identify. Sheet C -4.01 AA 1, On the west side there is an existing 936.0 contour that forms a drainage area or swale within the property line. The proposed contours do not identify the location of the new 936.0 contour and how it will connect with the existing 936.0 contour. The proposed contours direct storm water to the west, rather than to the north as it currently exists. 2. Verify that the cross slope on the path is at a maximum 2 %. It appears that the grade along the south side of the path is at 937.0 and the north side is at 936.0. 3. Clearly identify the high points on the plans. 4. Verify the contour lines southwest of the transformer pad. They appear to be greater than 3:1. Sheet L1.01A 1. Verify that the proposed landscaping will not be in conflict with the site utilities Sheet C5.01A 1. The line type shown in the plan view for silt fence and limits of disturbance do not match the line type in the legend. 2. The limits of disturbance should be identified on the south end of the property. St. Paul St. Cloud Rochester Milwaukee Chicago Engineering Planning City of Oak Park Heights Page 2 M &I Bank September 29, 2008 w Sheet C -6.01 A 1. Verify that the existing public utilities at the north end of the property are shown correctly, including the flow directional arrows. The construction plans for the utility improvements along 60 street have been sent to MFRA, Inc. 2. The plans currently show an underground storm water system. Following are the items related to this system: a. The underground system must be a minimum of 10' from any public utilities. b. The plans currently show a gate valve beneath the system. The storm tech system should be revised to account for the gate valve box. c. Insulation shall be placed between the water service and the storage system, d. The storm tech system should be revised to account for the footings of the monument sign. 3. The connection to the public water main shall be shown as a wet tap. Sheet C -9,01A 1. Note 5 for the pedestrian ramp has a call out for either a granite panel or stamped concrete truncated dome. The City will not accept stamped concrete truncated domes. 2. There are several details that are missing information (For example: pavement section details). General Comments 1. The following items still need to be submitted for review: a. Copy of the Approval letter from the Browns Creek Watershed District. b. Storm Sewer Sizing Calculations. c. Verify the need for a MNDOT permit for construction within the right -of -way for utility connections and/or grading within the ditch. If you have any questions or require additional information, please contact me at (651) 604 -4788 or Dennis Postler at (651) 604 -4815. Sincerely, BONESTR00 Karen S. Erickson, P.E. cc: Tom Ozzello, Public Works Director Jim Butler, Building Official Scott Richards, City Planner Mark Vierling, City Attorney Mark Anderson, McCombs Frank Roos Associates, Inc. DMP, CWL2 , File — Bonestroo 1 �t NORTHWEST ASSOCIATED CONSULTANTS, INC. ENCLOSURE � 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: September 29, 2008 RE: Oak Park Heights — Special Event Signage FILE NO: 798.04 — 08.02 At their September 11, 2008 meeting, the Planning Commission discussed Section 401.15.G.8, Special Events of the sign section of the Zoning Ordinance. Specifically, the Planning Commission reviewed the number of allowable special events and their duration. The section as it is currently written is as follows: 401.15.G.8. b. Number of Events. The business or applicant in all business and industrial zoning districts, as well as each public and institutional use in residential districts, shall be allowed three (3) special events per calendar year. Each special event shall not exceed ten (10) days and shall not be extended for a total of three (3) consecutive time periods for each business. Once the time period has expired for the special event the applicant shall wait the same number of days that the sign permit was issued to start a new special event. The Planning Commission recommended that the number of special events go to five but the total number of days in a calendar year remain at 30. This was suggested to allow some flexibility for applicants within the 30 day time period. Additionally, the Planning Commission did not feel it was necessary to put limits on how the 30 days are used in terms of individual special events. Please find below the revised language for Section 401.15.G.8.b, Number of Events: 401.15.G.8. b. Number of Events. The business or applicant in all business and industrial zoning districts, as well as each public and institutional use in residential districts, shall be allowed five (5) special events Deleted: three (3) 0 per calendar year. The total number of special event days in a calendar year shall not exceed thirty (30) days for any applicant, business, or public and institutional use. Once__ the _time_ period _h_ has Deleted: Each special event shall expired for a scial vent the applicant shall wait the Same not be extended for a total of three - pe e not exceed ten (10) days and shall - -- -------------------- - - - - -- - -- -------------------------------------- number of days that the sign permit was issued to start a new (3) consecutive time periods for each special event. business. Deleted: the A copy of the Planning Commission resolution and draft ordinance for the City Council is found as attached, as well as the definitions and special events section of the Zoning Ordinance. The Planning Commission also recommended that a fee of less than $25.00 be charged for a special event permit. The Planning Commission indicated that the fee was appropriate based upon the staff time required to process and enforce the application. �l t • SECTION 2 — DEFINITIONS (Sign Related): 52. Special Events: A temporary indoor or outdoor promotional or sales event. 54. Temporary Indoor Promotional or Sales Event: A temporary promotional or sales event directed towards the general public including only grand openings, storewide sales, craft shows, registration for day care, an educational, recreational, civic or religious activity, and community celebrations. 55. Temporary Outdoor Promotional or Sales Event: A temporary promotional or special event sale directed towards the general public, including only grand opening sales, storewide sales of materials and products that are typically sold or serviced on the premises, registration for day care, an educational, recreational, civic or religious activity, community celebrations, warehouse sales, tent sales, sidewalk sales, craft shows, flea markets, inventory reduction and liquidation sales, and mechanical or animal rides. 401.15.G.8. SPECIAL EVENTS. a. Sign Permit Required. No special event shall be held without first • obtaining a sign permit. b. Number of Events. The business or applicant in all business and industrial zoning districts, as well as each public and institutional use in residential districts, shall be allowed three (3) special events per calendar year. Each special event shall not exceed ten (10) days and shall not be extended for a total of three (3) consecutive time periods for each business. Once the time period has expired for the special event the applicant shall wait the same number of days that the sign permit was issued to start a new special event. C. Permitted Signs and Displays. The signs and displays described below are permitted for special events in addition to the maximum allowable sign area, provided they are professionally done and the following standards are met and complied with: 1) Small Balloons. a) The size of small balloons or a group of connected balloons shall not exceed two (2) feet as the largest dimension, except that balloon arches not exceeding eight (8) feet in height shall be allowed. b) Small balloons may be multi colored and incorporate logos and messages. C) Helium balloons shall be refilled daily. 2) Tents. a) Tents, including all ties, ropes, stakes, etc., shall be located entirely upon the permittee's property and shall comply with the City's setback requirements for accessory buildings. 3) Bannerettes. a) Bannerettes may be used on light standards or flag poles. b) No more than one (1) bannerette shall be allowed per standard or pole. C) Bannerettes shall be smaller than any United States flag on the property, and shall not be flown at a height greater than any United States flag allowed on the property. r 4) Banners. a) Banners may be attached to poles, tents, and buildings, provided that are well secured and are prevented from being blown around uncontrollably by the wind. b) No more than two (2) banners shall be allowed. c) Banners shall not be larger than one hundred (100) square feet or higher than the wall of the principal building on the lot. 5) Search lights. a) Search lights as regulated in Section 401.15.B.7.g.1) of this Ordinance. d. Prohibited Signs and Displays for Special Events. The signs or displays described below are prohibited for special events: 1) Animated signs, light bulb strings, pennants, portable signs, ribbons, and streamers. 2) Displays or special features on any landscaped areas or on roofs. 3) Aerial rides. 4) Large balloons or collections of small balloons exceeding two (2) feet in diameter, except for balloon arches not exceeding eight (8) feet in height. 5) Additional lighting that does not meet this Ordinance. 6) Any sign or display in the public right -of -way. 7) Air inflatable devices. e. Sign Permit Requiremeents #or Speciai Lot Decorations. Before - any special event signs or decorations shall be permitted to be used for an event, the responsible property owner or organization shall submit a completed application for a sign permit with the City. In addition to other requirements, the applicant shall show that when the event is held, adequate parking area will continue to exist, even though a portion of required parking spaces may be used to celebrate the event. Only after the City issues the sign permit, may a business display the special event signs and decorations. a f. Violations. 1) It is a violation for any person, company, or organization to provide, erect or display any beacons, balloons or other advertising device which is not in conformity with the provisions of this Section. 2) Special event signs and decorations not removed by the last day of the special event. A RECOMMENDING RESOLUTION OF THE PLANNING COMMISSION CITY OF OAK PARK HEIGHTS WASHINGTON COUNTY, MINNESOTA A RESOLUTION ESTABLISHING FINDINGS OF FACT AND RECOMMENDING TO THE CITY COUNCIL THAT THE ZONING ORDINANCE BE AMENDED TO REVISE THE NUMBER OF SPECIAL EVENTS IN A CALENDAR YEAR WITHIN SECTION 401.15.G.8 OF THE ZONING ORDINANCE WHEREAS, the City of Oak Park Heights has considered revising Section 401.15.G.8, Special Events to allow more flexibility in allowing special events, specifically to expand the number of special events allowed in a calendar year; and after having conducted a public hearing relative thereto, the Planning Commission of Oak Park Heights makes the following findings of fact: 1. Section 401.15.G.8, Special Events allows a business or applicant in all business and industrial districts, as well as each public and institutional use in residential districts, three special events per calendar year for a total of no more than 30 days; and 2. The City Council reviewed the special events provisions of the Zoning Ordinance and requested that the Planning Commission review the provisions, especially as it relates to number of special events allowed in a calendar year; and 3. City staff prepared a planning report dated September 4, 2008 reviewing the potential amendment and offered suggestions of how to allow more flexibility; and 4. The Planning Commission discussed the issues and planning report at their September 11, 2008 meeting and decided that staff draft an ordinance amendment to allow five special events per property but not to exceed a total of 30 days in a calendar year; and 5. The Planning Commission directed City staff to schedule a public hearing on the issue for their October 9, 2008 meeting; 6. The Planning Commission held a public hearing at their meeting on October 9, 2008; took comments from the public, closed the public hearing, and made the following recommendation: NOW, THEREFORE, BE IT RESOLVED BY THE PLANNING COMMISSION FOR THE CITY OF OAK PARK HEIGHTS THAT THE PLANNING COMMISSION RECOMMENDS THE FOLLOWING: A. The Zoning Ordinance be amended to revise Section 401.15.G.8, Special Events to allow more flexibility in allowing special events, specifically to expand the number of special events allowed in a calendar year. Be and the same as hereby recommended to the City Council of the City of Oak Park Heights for approval with the following amendment: 401.15.G.8. b. Number of Events. The business or applicant in all business and industrial zoning districts, as well as each public and institutional use in residential districts, shall be allowed five (5) special events per calendar year. The total number of special event days in a calendar year shall not exceed thirty (30) days for any applicant, business, or public and institutional use. Once the time period has expired for a special event the applicant shall wait the same number of days that the sign permit was issued to start a new special event. Recommended by the Planning Commission of the City of Oak Park Heights this 9 1h day of October 2008. Michael Liljegren, Chair ATTEST: Eric A. Johnson, City Administrator I I 2 CITY OF OAK PARK HEIGHTS WASHINGTON COUNTY, MINNESOTA ORDINANCE NO. AN ORDINANCE REVISING THE NUMBER OF ALLOWABLE SPECIAL EVENTS WITHIN SECTION 401.15.G.8, SIGN PROVISIONS OF THE ZONING ORDINANCE THE CITY COUNCIL OF OAK PARK HEIGHTS ORDAINS: SECTION 1. Section 401.15.G.8.b, Number of Events, of the Special Events section of the sign provisions of the Oak Park Heights Zoning Ordinance is hereby amended to read as follows: 401.15.G.8. b. Number of Events. The business or applicant in all business and industrial zoning districts, as well as each public and institutional use in residential districts, shall be allowed five (5) special events per calendar year. The total number of special event days in a calendar year shall not exceed thirty (30) days for any applicant, business, or public and institutional use. Once the time period has expired for a special event the applicant shall wait the same number of days that the sign permit was issued to start a new special event. SECTION 2. The Planning Commission of the City of Oak Park Heights held a public hearing at their October 9, 2008 meeting, took comments from the public, closed the public hearing, and recommended that the City Council approve an ordinance to change the allowable number of special events within the sign provisions of the Zoning Ordinance. SECTION 3. This Ordinance shall be in full force and effect upon its passage and publication. PASSED this 28 day of October 2008 by the City Council of the City of Oak Park Heights. CITY OF OAK PARK HEIGHTS David Beaudet, Mayor ATTEST: Eric A. Johnson, City Administrator Comment Received on Special Event Public Hearing Received October 9, 2008 1 saw the proposed amendment, I wish I could attend tonight but I cannot. If I were there I would voice my opinion that 30 days out of a calendar year is only 8% of the days. In my opinion, as a new small business owner, that is too small of amount of time to promote special events. I believe that these banners /signs are crucial to the success of businesses. Thanks. Ann Whitcomb Little Victories Child Care Julie Hultman From: Maggie Christensen [clinic0277 @massageenvy.com] Sent: Thursday, October 09, 2008 2:26 PM To: Julie Hultman Subject: Special Events Ordinance revision To Plan Commission of City of Oak Park Heights: First, Thank you for allowing input to this ordinance revision. As a "brand new" business owner in Oak Park Heights, it is extremely important to create highly visible advertising for the new location. Usually signs are expensive and difficult to install and to remain visible. For these reasons, I would suggest a few changes to assist the new business owner. Allow more consecutive days for an event so installation is minimized. In other locales, it is typically 14 - 21 days. Eliminate the wait time days between events. Again, this is to reduce the installation expense and to create the awareness of a special event for a greater length of time, as needed. Also, if the permit times run consecutively, it could benefit the business. Increase the total number of days per year. Most advertising occurs in the non - winter months so we need to maximize the summer time. Again, thank you. Gloria WahrenBrock Owner Massage Envy - Stillwater 5901 Norwich Avenue North Stillwater, MN 55082 Phone- 651 - 430 -0300 Fax- 651 - 430 -0303 i MOTORS.com BUICK • CHEVROLET • Jeep • FAMILY OWNED SINCE 1922 - (651) 439 -4333 • FAX (651) 439 -4425 5900 Stillwater Boulevard North • P.O. Box 337 Stillwater, Minnesota 55082 October 7, 2008 In regards to: City Sign & Special Event Ordinance Oak Park Heights Planning Commission 14168 Oak Park Blvd Oak Park Heights, MN 55082 To Whom It May Concern: I am writing to request consideration of my concerns regarding the City Sign and Special Event Ordinances and Policies. Having Buick, Chevrolet and Jeep new vehicle franchises requires advertising certain Sales and Special Events that happen year around. Part of our Franchise Agreement states that we are expected to Promote and Display Banners, Promotional Material, and Articles sent to us from Manufacturers as required relative to Special Sales Events. In addition, please re- consider the use of Pennants, Banners, etc. that will help us show that we are still active, open and alive as an Auto Dealer given the current difficult economic situation. Sincerely, Daniel J Raduenz President Stillwater Motor Company OCT — 7 2008 1, j ENCLOSURE 5 NORTHWEST ASSOCIATED CONSULTANTS, INC. • 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: September 29, 2008 RE: Oak Park Heights — Accessory Buildings FILE NO: 798.04 — 08.01 The Planning Commission, at their September 11, 2008 meeting, discussed Section 401.15.D, Accessory Buildings, Uses and Equipment, to determine if certain provisions could be amended to allow flexibility through conditional use permit versus variance review. There are a number of provisions, specifically those related to accessory • building location, setbacks, height, lot coverage, or number of accessory buildings on a lot that currently can only be varied by variance, not by conditional use permit. Staff suggested an ordinance revision that would allow these provisions to be varied by conditional use permit. A copy of Section 401.15.D, Accessory Buildings, Uses and Equipment is attached with the provisions to be changed as attached. The Planning Commission discussed these changes and agreed the Zoning Ordinance should be amended. They directed staff to schedule a public hearing for the October meeting for this amendment. A copy of the draft Planning Commission resolution and City Council ordinance on this issue is also attached. • 401.15.D. Accessory Buildings, Uses and Equipment. Connection with Principal Building. An accessory building • 1. Con p g Y 9 shall be considered an integral part of the principal building if it is connected to the principal building by a covered passageway. 2. Location. No accessory buildings shall be erected or located within any required yard other than the rear yard except by approval of a conditional use permit according to the provisions of Section 401.03 and Section 401.15.13.13 of this Ordinance 3. Height/Setbacks. Accessory buildings shall not exceed twelve (12) feet in height and shall be five (5) feet or more from side lot lines, eight (8) feet from the rear lot line, and shall be six (6) feet or more from any other building or structure on the same lot and shall not be located within a utility and /or drainage easement. Accessory building height may be increased an additional five (5) feet with approval of the Building Official to match roof pitch or style of a principle structure. The setback and height requirements under this provision may be varied by approval of a conditional use permit as provided for in Section 401.03 and Section 401.15.D.13 of this Ordinance. Accessory buildings may be closer than six (6) feet to other buildings or structures providing the requirements of the Building Code are met. 4. Lot Coverage. No accessory building or detached garage or combination • thereof within a residential district shall occupy more than twenty -five (25) percent of the area of the rear yard except by approval of a conditional use permit according to the provisions of Section 401.03 and Section 401.15.D.13 of this Ordinance 11 5. Number of Structures. No building permit shall be issued for the construction of more than one (1) private garage or storage structure for each detached single family dwelling, commercial, industrial, public or institutional building except by approval of a conditional use permit according to the provisions of Section 401.03 and 401.15.D.13 of this Ordinance. Every detached single family dwelling unit erected after the effective date of this Ordinance shall be so located on the lot so that at least a two (2) car garage, either attached or detached, can be located on said lot. 6. Size. No accessory building for single family dwellings or combination of attached and detached accessory buildings shall exceed one thousand (1,000) square feet of floor area, except by conditional use permit as provided for in Section 401.03 and Section 401.15.D.13 of this Ordinance. 7. Administrative Approvals. Storage buildings one hundred twenty (120) square feet or less and in conformance with the provisions of this Ordinance may be approved by the Building Official without a building permit, and may be in excess • of the number of structures allowable in Section 401.15.D.5. above. 2 • 8. Building Permit. No building permit shall be issued for the construction of an accessory building in a residential district when an existing detached garage or other accessory building is located on the same lot, except by conditional use permit as provided for in Section 401.03 and Section 401.15.D.13 of this Ordinance 9. Size Limit. Except in the case of single family detached dwellings, accessory buildings shall not exceed thirty (30) percent of the gross floor area of the principal buildings. In those cases where the standards are exceeded, a conditional use permit as provided for in Section 401.03 and Section 401.15.D.13 of this Ordinance. 10. Accessory Uses. No accessory uses or equipment such as air conditioning cooling structures or condensers, swimming pools, and the like which generate noise may be located in a side yard except for side yards abutting streets where equipment is fully screened from view. 11. Compatibility. The same or similar quality exterior material shall be used in the accessory building and in the principal building. All accessory buildings shall also be compatible with the principal building on the lot. ACompatible@ means that the exterior appearance of the accessory building including roof pitch and style is not at variance with the principal building from an aesthetic and . architectural standpoint as to cause: a. A difference to a degree to cause incongruity. b. A depreciation of neighborhood values or adjacent property values. C. A nuisance. Types of nuisance characteristics include unsightly building exterior. 12. Trash Receptacles. All buildings having exterior trash receptacles shall provide an enclosed area in conformance with the following: a. Exterior wall treatment shall be similar and /or complement the principal building. b. The enclosed trash receptacle area shall be located in the rear or side yard. C. The trash enclosure must be in accessible location for pick up hauling vehicles. d. The trash receptacles must be fully screened from view of adjacent properties and the public right -of -way. • e. The design and construction of the trash enclosure shall be subject to the approval of the Zoning Administrator. 3 13. Conditional Use Permits. Application for a conditional use permit under this • pp p sub - section shall be regulated by Section 401.03 of this Ordinance. Such a conditional use permit may be granted provided that: a. There is a demonstrated need and potential for continued use of the structure for the purpose stated. b. In the case of residential uses, no commercial or home occupation activities are conducted on the property. C. The building has an evident re -use or function related to the principal use. d. Accessory building shall be maintained in a manner that is compatible with the adjacent residential uses and does not present a hazard to public health, safety and general welfare. e. The provisions of Section 401.03.A.8 of this Ordinance shall be considered and a determination made that the proposed activity is in compliance with such criteria. • • 4 • CITY OF OAK PARK HEIGHTS WASHINGTON COUNTY, MINNESOTA ORDINANCE NO. AN ORDINANCE AMENDING SECTION 401.15.D, ACCESSORY BUILDINGS, USES AND EQUIPMENT TO ALLOW CERTAIN PROVISIONS TO BE VARIABLE BY CONDITIONAL USE PERMIT THE CITY COUNCIL OF OAK PARK HEIGHTS ORDAINS: SECTION 1. Section 401.15.D, Accessory Buildings, Uses and Equipment of the Oak Park Heights Zoning Ordinance is hereby amended to read as follows: 401.15.D. Accessory Buildings, Uses and Equipment. 1. Connection with Principal Building. An accessory building shall be considered an integral part of the principal building if it is connected to the principal building by a covered passageway. 2. Location. No accessory buildings shall be erected or located within any required yard other than the rear yard except by approval of a conditional use permit according to the provisions of Section 401.03 and Section 401.15.D.13 of this Ordinance. 3. Height/Setbacks. Accessory buildings shall not exceed twelve (12) feet in height and shall be five (5) feet or more from side lot lines, eight (8) feet from the rear lot line, and shall be six (6) feet or more from any other building or structure on the same lot and shall not be located within a utility and /or drainage easement. Accessory building height may be increased an additional five (5) feet with approval of the Building Official to match roof pitch or style of a principle structure. The setback and height requirements under this provision may be varied by approval of a conditional use permit as provided for in Section 401.03 and Section 401.15.D.13 of this Ordinance. Accessory buildings may be closer than six (6) feet to other buildings or structures providing the requirements of the Building Code are met. 4. Lot Coverage. No accessory building or detached garage or combination thereof within a residential district shall occupy more than twenty -five (25) percent of the area of the rear yard except by approval of a conditional use permit according to the provisions of Section 401.03 and Section 401.15.D.13 of this Ordinance. • " 5. Number of Structures. No building permit shall be issued for the construction • of more than one (1) private garage or storage structure for each detached single family dwelling, commercial, industrial, public or institutional building except by approval of a conditional use permit according to the provisions of Section 401.03 and 401.15.D.13 of this Ordinance. Every detached single family dwelling unit erected after the effective date of this Ordinance shall be so located on the lot so that at least a two (2) car garage, either attached or detached, can be located on said lot. 6. Size. No accessory building for single family dwellings or combination of attached and detached accessory buildings shall exceed one thousand (1,000) square feet of floor area, except by conditional use permit as provided for in Section 401.03 and Section 401.15.D.13 of this Ordinance. 7. Administrative Approvals. Storage buildings one hundred twenty (120) square feet or less and in conformance with the provisions of this Ordinance may be approved by the Building Official without a building permit, and may be in excess of the number of structures allowable in Section 401.15.D.5. above. 8. Building Permit. No building permit shall be issued for the construction of an accessory building in a residential district when an existing detached garage or other accessory building is located on the same lot, except by conditional use permit as provided for in Section 401.03 and Section 401.15.D.13 of this • Ordinance. 9. Size Limit. Except in the case of single family detached dwellings, accessory buildings shall not exceed thirty (30) percent of the gross floor area of the principal buildings. In those cases where the standards are exceeded, a conditional use permit as provided for in Section 401.03 and Section 401.15.D.13 of this Ordinance. 10. Accessory Uses. No accessory uses or equipment such as air conditioning cooling structures or condensers, swimming pools, and the like which generate noise may be located in a side yard except for side yards abutting streets where equipment is fully screened from view. SECTION 2. The Planning Commission of the City of Oak Park Heights held a public hearing at their October 9, 2008 meeting, took comments from the public, closed the public hearing, and recommended that the City Council approve an ordinance allowing certain provisions of Section 401.15.D, Accessory Buildings, Uses, and Equipment to be variable by conditional use permit. • 2 r • SECTION 3. This Ordinance shall be in full force and effect upon its passage and publication. PASSED this 28" day of October 2008 by the City Council of the City of Oak Park Heights. CITY OF OAK PARK HEIGHTS David Beaudet, Mayor ATTEST: Eric A. Johnson, City Administrator • • 3 A RECOMMENDING RESOLUTION OF THE • PLANNING COMMISSION CITY OF OAK PARK HEIGHTS WASHINGTON COUNTY, MINNESOTA A RESOLUTION ESTABLISHING FINDINGS OF FACT AND RECOMMENDING TO THE CITY COUNCIL THAT THE ZONING ORDINANCE BE AMENDED TO ALLOW CERTAIN PROVISIONS IN SECTION 401.15.1), ACCESSORY BUILDINGS, USES AND EQUIPMENT TO BE VARIED BY CONDITIONAL USE PERMIT WHEREAS, the City of Oak Park Heights has considered revising Section 401.15.D, Accessory Buildings, Uses and Equipment to allow certain provisions to be varied by conditional use permit; and after having conducted a public hearing relative thereto, the Planning Commission of Oak Park Heights makes the following findings of fact: 1. Section 401.15.D, Accessory Buildings, Uses and Equipment allows certain provisions, such as number of structures or size, to be varied by conditional use permit; and 2. Provisions in Section 401.15.D related to accessory building location, , setbacks, height, and lot coverage may be varied only by variance; and 3. City staff prepared a planning report dated September 3, 2008 recommending an ordinance amendment for allowing additional provisions to be varied by conditional use permit in Section 401.15.1); and 4. The Planning Commission discussed the amendments at their September 11, 2008 meeting, held a public hearing at their meeting on October 9, 2008; took comments from the public, closed the public hearing, and made the following recommendation: NOW, THEREFORE, BE IT RESOLVED BY THE PLANNING COMMISSION FOR THE CITY OF OAK PARK HEIGHTS THAT THE PLANNING COMMISSION RECOMMENDS THE FOLLOWING: A. The Zoning Ordinance be amended to allow certain provisions in Section 401.15.D, Accessory Buildings, Uses and Equipment to be varied by conditional use permit. Be and the same as hereby recommended to the City Council of the City of Oak Park Heights for approval with the following amendment: • 401.15.D. Accessory Buildings, Uses and Equipment. rY g � q p 1. Connection with Principal Building. An accessory building shall be considered an integral part of the principal building if it is connected to the principal building by a covered passageway. 2. Location. No accessory buildings shall be erected or located within any required yard other than the rear yard except by approval of a conditional use permit according to the provisions of Section 401.03 and Section 401.15.D.13 of this Ordinance. 3. Height /Setbacks. Accessory buildings shall not exceed twelve (12) feet in height and shall be five (5) feet or more from side lot lines, eight (8) feet from the rear lot line, and shall be six (6) feet or more from any other building or structure on the same lot and shall not be located within a utility and/or drainage easement. Accessory building height may be increased an additional five (5) feet with approval of the Building Official to match roof pitch or style of a principle structure. The setback and height requirements under this provision may be varied by approval of a conditional use permit as provided for in Section 401.03 and Section 401.15.D.13 of this Ordinance. Accessory buildings may be closer than six (6) feet to other buildings or structures providing the requirements of the Building Code are met. 4. Lot Coverage. No accessory building or detached garage or combination thereof within a residential district shall occupy more than twenty -five (25) percent of the area of the • rear yard except by approval of a conditional use permit according to the provisions of Section 401.03 and Section 401.15.D.13 of this Ordinance. ' 1 5. Number of Structures. No building permit shall be issued for the construction of more than one (1) private garage or storage structure for each detached single family dwelling, commercial, industrial, public or institutional building except by approval of a conditional use permit according to the provisions of Section 401.03 and 401.15.D.13 of this Ordinance. Every detached single family dwelling unit erected after the effective date of this Ordinance shall be so located on the lot so that at least a two (2) car garage, either attached or detached, can be located on said lot. 6. Size. No accessory building for single family dwellings or combination of attached and detached accessory buildings shall exceed one thousand (1,000) square feet of floor area, except by conditional use permit as provided for in Section 401.03 and Section 401.15.D.13 of this Ordinance. 7. Administrative Approvals. Storage buildings one hundred twenty (120) square feet or less and in conformance with the provisions of this Ordinance may be approved by the Building Official without a building permit, and may be in excess of the number of structures allowable in Section 401.15.D.5. above. 8. Building Permit. No building permit shall be issued for the construction of an accessory • building in a residential district when an existing detached garage or other accessory building is located on the same lot, except by conditional use permit as provided for in Section 401.03 and Section 401.15.D.13 of this Ordinance. 2 9. Size Limit. Except in the case of single family detached dwellings, accessory buildings • shall not exceed thirty (30) percent of the gross floor area of the principal buildings. In those cases where the standards are exceeded, a conditional use permit as provided for in Section 401.03 and Section 401.15.D.13 of this Ordinance. 10. Accessory Uses. No accessory uses or equipment such as air conditioning cooling structures or condensers, swimming pools, and the like which generate noise may be located in a side yard except for side yards abutting streets where equipment is fully screened from view. Recommended by the Planning Commission of the City of Oak Park Heights this 9 1h day of October 2008. Michael Liljegren, Chair ATTEST: Eric A. Johnson, City Administrator • • 3