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HomeMy WebLinkAbout2011 04-28 PCP PLANNING COMMISSION AGENDA CITY OF BROOKLYN CENTER APRIL 28, 2011 STUDY SESSION 1. Call to Order: 7:00 p.m. 2. Roll Call 3. Approval of Minutes — March 31, 2011 4. Chairperson's Explanation The Planning Commission is an advisory body. One of the Commission's functions is to hold public hearings. In the matters concerned in these hearings, the Commission makes recommendations to the City Council. The City Council makes all final decisions in these matters. 5. Loren Van Der Slik 2011 -008 Preliminary Plat approval of Shingle Creek Crossing involving the replatting of the Brookdale Mall Properties. 6. Loren Van Der Slik 2011 -009 Planned Unit Development approval for Shingle Creek Crossing. 7. Discussion Items Luther Automotive Group — Review of updates to Planning Commission Application No. 2008 -005 (Luther Brookdale Honda & Luther Toyota City Dealerships) 6700 and 6800 Brooklyn Boulevard 8. Other Business 9. 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' Planning Commission Application No. 2011 -008 Preliminary Plat of Shingle Creek Crossing Application Filed on 4 -14 -11 City Council Action Should Be Taken By 5 -23 -11 (60 Days) Planning Commission Information Sheet Application No. 2011 -008 Applicant: Loren Van Der Slik on behalf of Gatlin Development Company Location: Brookdale Mall Properties (Excluding Sears, Kohl's & Midas) Request: Preliminary Plat of Shingle Creek Crossing The Gatlin Development Company is requesting Preliminary Plat approval of Shingle Creek Crossing which involves the replating of the Brookdale Mall properties, excluding the Sears parcel, into 19 lots and one outlot to facilitate the phased improvements and development of the Shingle Creek Crossing PUD. Changes to the Preliminary Plat considered by the Planning Commission on March 17, 2011, include the addition of the Midas Site, the Kohl's site has been included and the platting of building sites for the complete development as illustrated in the Shingle Creek Crossing PUD plans. The following identifies the proposed lots, lot areas and uses as illustrated in the Shingle Creek Crossing PUD dated 4- 22 -11: Lot Area Proposed Use Proposed Building/ Parking Lot 1, Blockl 18.05 acres Walmart 181,943 sq.ft. /909 Lot 2, 2.27 Retail — Bldg "N" 21,515 sq.ft. /97 Lot 3 11.87 Renovated Mall 123,242 sq.ft. /554 Lot 4 0.87 Applebees 4,869sq.ft./54 Lot 5 0.70 Retail — Bldg. "J" 8,400 sq.ft. /40 Lot 6 1.28 Restraurant — Bldg. "A" 8.500 sq.ft. /85 Lot 7 3.51 Retail —Bldg. "G" 45,000 sq.ft. /204 Lot 8 1,20 Retail /Bank — Bldg. "B" 9,100 sq.ft. /41 Lot 9 1.10 Retail — Bldg. "H" 11,200 sq.ft. /51 Lot 10 1.19 Retail — Bldg. "K" 11,410 sq.ft. /52 Lot 11 1.44 Retail — Bldg. "C" 12,225 sq.ft. /55 Lot 12 0.61 Retail — Bldg. "D" 6,175 sq.ft. /28 Lot 13 1.28 Restaurant — Bldg. "E" 7,890 sq.ft. /79 Lot 14 1.19 " Retail — Bldg. "L" 10,920 sq.ft. /53 Lot 15 1.16 Restaurant — Bldg. "M" 7,475 sq.ft. /75 Lot 16 2.89 Retail — Bldg. "Q" 35,680 sq.ft. /164 Lot 17 2.70 Retail — Bldg. "P" 29, 510 sq.ft. /133 Lot 1, Block 2 1.19 Retail — Bldg. "F" 14,000 sq.ft./66 Lot 2 6.83 Kohl's 75,000 sq.ft. /454 Outlot A 6.86 Storm Water Pond/Creek/Entrance /Service Drive 4 -14 -11 Page 1 ZONING The property is currently zoned PUD /C -2 (Commerce District) and is within the City's Central Commerce Overlay District. City Council Resolution 99 -37 created this PUD and includes modifications to the C -2 development standards that specifically apply to the former Brookdale Properties, including Sears. These modifications include the following: - Parking standards for retail uses at 4.5 per 1,000 sq. ft. of gross area. - A reduction in parking setbacks along portions of Xerxes Avenue and Bass Lake Road from 15'to 5'. - A reduction in parking dimension for 90 degree stalls and aisle width (w /o curb overlap) from 63' to 60'. - Allowed two freestanding signs up to 320 sq. ft. in area along Hwy 100. - Allowed an increase from 15% to 20% restaurant use in a retail center without requiring additional parking. The proposed PUD of Shingle Creek Crossing will also include the following modifications: - Reduction in building and parking setbacks as a result of the dedication of right of way for Bass Lake Road in lieu of a trail easement. - Reduction in the parking dimension standards for 60 degree angle parking (w /o curb overlap) from 60' to 56'. - Establishing a parking ratio of 10 stalls per 1,000 sq. ft. for restaurant pad sites. - Establishes architectural standards and guidelines of the development of each site. The purpose of the platting is to enable the ability to finance /mortgage and convey the individual lots for each of the individual building pads illustrated on the approved PUD plan. The individual site plan review and approval provides for continuous municipal review on the implementation of the PUD plans. COMPREHENSIVE PLAN The Land Use Element of the 2030 Comprehensive Plan Update identified this site as a multi -use district including commercial (retail business, office /service), residential (townhome and multi- family) and public and semi - public uses. The proposed platting of this property for the Shingle Creek Crossing PUD is consistent with the City's Comprehensive Plan. EASEMENT DEDICATION The preliminary plat provides for the following right of way dedications: 1. An additional 15 ft. of right- of -way for Bass Lake Road West of Shingle Creek Parkway intersection. The width increases to approximately 35 ft. to include the transit improvements adjacent to the Holiday Service Station. 2. An additional 10 ft. of right -of -way for Bass Lake Road East of Shingle Creek Parkway intersection. 4 -14 -11 Page 2 3. Dedication for the south leg of the Bass Lake Road and Shingle Creek Parkway intersection. 4. Dedication of 11.95 acres for State Highway 100. Additionally, it illustrates the following additional easements: • 10 ft. drainage and utility easement along the public right of way of Xerxes Avenue and Bass Lake Road. • 10 ft. drainage and utility easement along Highway 100. • A 17 ft. trail easement along Hwy 100 which connects to the Shingle Creek Regional Trail. • A varying width of a drainage and utility easement from approximately 50 ft. to 150 ft. for Shingle Creek, the proposed partial Day - lighting and outer ring service drive. • An 18 ft. trail easement for the relocation of the Shingle Creek Regional Trail. • A 30 ft. utility easement for the existing 27 in. sewer trunk line which expands to include a western portion of Lot 11. • A 25 -30 ft. drainage and utility easement across lot 9 for an existing sanitary sewer line which serves the Holiday Service Station. • A 10 ft. drainage and utility easement along the Sears eastern lot line that extends northerly along the mall and connects to a 10 ft. drainage and utility easement adjacent to the sides and rear lot lines of the Holiday Service Station lot. • 20 ft. utility easements for the existing sewer laterals which connect to the sewer trunk line. (This easement is being realigned per the direction of the City Engineer) • A 57 ft. drainage and utility easement for the two 12 ft. x12 ft. box culverts within County Ditch 13 /Shingle Creek. EASEMENT VACATIONS As part of the platting of these properties, the developer will be requesting the City to proceed with the necessary notifications and hearing to vacate old and unused easements associated with the Brookdale Mall parcels. INTERIOR ACCESS DRIVES The Shingle Creek Crossing PUD includes approximately 5,500 ft. of main interior /private access drives which provides the framework to serve the retail parking areas and access to the development: - The Bass Lake Road and Northway entrance is a divided median which extends approximately 720 ft. to the Walmart Store, - The Bass Lake Road and Shingle Creek Parkway entrance is a divided median which extends approximately 400 ft. to the Kohl's entrance and an additional 130 ft. to the drive which serves the Jr. retail boxes and Walmart store and continues approximately 1,740 ft. as the perimeter service drive where it connects to this perimeter service drive on the Sears lot. - The 56 and Xerxes entrance is being reconfigured to provide a main drive which extends across the development approximately 1,570 ft. to the Northway entrance drive and an additional 620 ft. to the Shingle Creek Parkway entrance drive. This access also stubs to the south to serve the renovated mall parking area and to the north to serve 4 -14 -11 Page 3 Applebee's and the northern block of retail buildings. - The 2,040 ft. of drive adjacent to the Jr. box retail, the Walmart site and the eastern side of the renovated Mall. Cross access easements will be provided for these and other minor access drives as shown on the PUD. UTILITIES Sanitary sewer service to this development will be provided by: - The relocation of the existing private lift station that serves the Mall to the side yards of Lots 8 & 9 with a short lift to the Bass Lake Road sewer line that serves the Holiday Service Station. - The construction of a new private lift station that will serve the two lots on the east side of the Shingle Creek with a small force main to the City's sewer trunk line. - The realignment the City's existing lateral sewer line across lots 13, 14, & 15 which services the sewer flow from the Shingle Creek lift station to the north. - Lot 2 is provided service from the existing sewer line which services Sears. - Lot 1 & 2 are served by existing service for the Kohl's site. - The City's sewer trunk line will provide lateral service to Lots 11, 17, and 1. The City's Engineering Department has determined that repairs (lining) to the existing 27 in. sewer trunk line will be coordinated with the redevelopment of the Mall properties. Final construction plans and permitting for these public and private sanitary improvements and connections will coordinated thorough the City's Public Works Department. The Brookdale Mall site is currently served by connections from a 12 in. water trunk line on Xerxes Avenue and Bass Lake Road with an 8 — 10 in. water line loop around the Mall. The utility plan illustrates the replacement of the existing water distribution and fire protection system with a 10 in. line that loops the existing Sears and renovated Mall area and a second 10 in. loop within the central portion of the site that is also connected to the City's 16 in. water trunk line which crosses the eastern portion of the site (Kohl's parking lot). Final construction plans and permitting for these private municipal water improvements and connections will coordinated thorough the City's Public Works Department. The necessity of additional hydrant locations will be considered with the individual site plans. The drainage plan provides for two additional 48 in. storm sewer lines to convey storm water runoff from the Northwestern and the Central portion of the site to a large storm water pond before it enters the existing storm sewer line which flows to the storm water treatment improvements within the Centerbrook Golf Course. The existing 42 in. storm sewer line which parallels the box culverts within County Ditch 13 (Shingle Creek) will serve that portion of the development east of the Northway entrance drive and County Ditch 13. The plans provide for additional storm water treatment for this area before it enters the partial Day- lighting of Shingle Creek. 4 -14 -11 Page 4 Final construction plans and permitting for the private storm sewer, storm water management improvements and erosion control plans will coordinated thorough the City's Public Works Department. FLOODPLAIN MITIGATION The developer has proposed to replace the designated FEMA (Federal Emergency Management Agency) floodplain on Lot 16 through the flood storage areas within the partial Day - lighting of Shingle Creek. A formal application requesting a revision to the Federal Flood Map is being processed as part of the development of Shingle Creek Crossing. It is staff's opinion that the final platting of this lot should be designated as an outlot until an approval of the FEMA map revision is approved and this is considered a buildable lot. STAFF COMMENT Through the review of this development there remain two issues which continue to be discussed: - Closure of the curb cut from Bass Lake Road that serves Kohl's - The two existing 12 ft. x 12 ft. box culverts within County Ditch 13 /Shingle Creek and the Day - lighting options and opportunities for greater economic development with the Day- lighting of Shingle Creek. With respect to these issues, the applicant has indicated that the existing Kohl's lease does not allow him to close the driveway entrance at this time; however, he is willing to enter into an agreement that when the current lease expires or is renewed that he would close it at that time. The potential of a full Day - lighting of Shingle Creek that would remove the two box culverts and maximized the presence of the Creek as an amenity for economic development has been discussed as an option for this development. Building on the 2009 Daylighting of Shingle Creek Framework Plan, Hennepin County authorized SRF Consulting, the consultant that prepared the previous Shingle Creek Day - lighting Study to prepare a conceptual plan and cost estimates that would expand the proposed partial daylighting concept to a full daylighting of Shingle Creek. This plan is being finalized at this time and will be formally presented to the City within the next couple of weeks. As part of this study, a financial strategy through a cooperative effort of the County, City, Developer, and others is being considered that would allow the acquisition of the additional land to complete the Day - lighting of Shingle Creek and the improvements to make this a natural amenity that would stimulate the commercial redevelopment opportunities and economic growth. Enclosed is a copy of the Hennepin County review letter for the preliminary plat which was considered by the Planning Commission on March 17, 2011 for the prior Shingle Creek Crossing application. At this time, Planning has not received the review comments from the Minnesota State Highway Department. Attached is a copy of the Engineer's memorandum on their review of the preliminary plat (also referred to as a preliminary plan within Chapter 15, Platting Ordinance) which will be incorporated into the Planning Commission's resolution. 4 -14 -11 Page 5 RECOMMENDATION It is the staff's recommendation that a motion be made to approve this application by adoption of Planning Commission Resolution No. 2011 -06, A Resolution Regarding the Recommended Disposition of Planning Commission Application No. 2011 -008, A Request for Preliminary Plat Approval of Shingle Creek Crossing subject to the conditions of approval outlined in the resolution. 4 -14 -11 Page 6 Member introduced the following resolution and moved its adoption: PLANNING COMMISSION RESOLUTION NO. 2011 -06 RESOLUTION REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2011 -008, A REQUEST FOR PRELIMINARY PLAT APPROVAL OF SHINGLE CREEK CROSSING. WHEREAS, Planning Commission Application No. 2011 -008, submitted by Loren Van Der Slik on behalf of Gatlin Development Company, requests Preliminary Plat approval of a subdivision, to be known as Shingle Creek Crossing, a plat of 19 parcels and tracts within seven Registered Land Surveys associated with the previous developments of the Brookdale Mall, into 19 lots and one outlot to facilitate the dedication of public easements, dedication of right of ways, and the creation of lot configurations to facilitate the development of the Shingle Creek Crossing PUD; and WHEREAS, the Planning Commission conducted public hearings on March 17, 2011 and on April 14, 2011, to consider the redevelopment of Shingle Creek Crossings; and Whereas, the Planning Commission conducted a public hearing on March 17, 2011 for the Phase I improvements of the Shingle Creek Crossing PUD and continued that hearing until March 31, 2011, at which time the applicant requested to withdraw its application and resubmit a revised plat which included the Midas site and other revision to the PUD plans; and WHEREAS, the Planning Commission held a duly called public hearing on April 14, 2011, at which time a staff report and public testimony regarding the preliminary plat of Shingle Creek Crossing was received; and WHEREAS, the Planning Commission finds that the Preliminary Plat is consistent with the General Development Plans of the Shingle Creek Crossing PUD plans. NOW, THEREFORE, BE IT RESOLVED by the Planning Advisory Commission of the City of Brooklyn Center to recommend to the City Council that Application No. 2011 -008 for the Preliminary Plat of Shingle Creek Crossing be approved based upon the following considerations: 1. The final plat is subject to review and approval by the City Engineer subject to the provision of Chapter 15, "Platting" of the City Ordinances. 2. That a subdivision agreement that includes the following conditions of approval and comments identified in the City Engineer's Memorandum dated April 26, 2010, is executed as part of the final plat approval: a. All work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center's standard specifications and details. 1 b. An as -built survey of the property, improvements, utility lines, structures and a certified record drawing for any associated private and/or public improvements shall be prepared by a licensed engineer in the State of Minnesota. C. That inspection of the private site improvements shall be performed by the developer's engineer, a licensed engineer in the State of Minnesota, and certified through a letter that the project was built in conformance with the approved plans. d. The existing Shingle Creek twin box culverts shall be labeled "private sewer ", the public drainage and utility easement for these box culverts shall not be for ownership reasons; but shall be for inspection purposes to ensure proper maintenance is being performed, and a letter confirming the location of the box culverts within the easement provided by a certified engineer and or surveyor in the State of Minnesota. e. Copies of all County, Regional, and State approved permits for the installation of public and private utilities (municipal water and sanitary sewer) shall be provided to the City Engineer prior to final approval of the City permits for utility construction. f. That all water main lines, other than the existing public trunk water main shall be considered private. Utility plans shall specifically label the private water main improvements. g. That all sanitary sewer improvements, other than the existing sanitary lines, shall be considered private. Utility plans shall specifically label the private sanitary sewer collection lines, lift station, and force mains as private. h. That all storm sewer and storm water ponding areas, including the twin box culverts within County Ditch 13 shall be considered private. Utility plans shall specifically label the existing and proposed storm water improvements. i. That financial assurance in the form of a letter of credit or cash escrow in an amount of 125% bid cost or 150% of an estimated cost or in the amount determined by City Staff to comply with land alteration permit, site improvements, and site restoration. j. That a construction management plan, as approved by the City Engineer, is prepared that outlines minimum site management practices, penalties for non - compliance, and a separate cash escrow which can be drawn upon in the event the City is required to correct any deficiencies or issues of the plan. k. That a pre - construction meeting is held with City Staff and a construction schedule is approved by City Engineer. 3. That an updated certified abstract of title or registered property report is provided for the City Attorney's review at the time of final plat application. 4. That an overall easement agreement is required that will provide City accessibility to all private utilities and storm drainage areas to inspect and enforce property utility 2 service and maintenance for the entire properties within the Plat. 5. That the final plat include the dedication of public drainage, utility, and trail easements as identified in the April 26 2011 City Engineer's memorandum. 6. The public utility easement for the 18" sanitary sewer running within Lots 14 and 17 is revised to match the alignment as shown in the April 22 2011 PUD documents. 7. That site development plans and utility relocations are reviewed and coordinated with private utility companies prior to final plat application, vacation of easements and /or approval of any site modifications. 8. Shingle Creek Watershed Management Commission review and approve the storm water management plans, drainage, erosion control plans, and the requested revision to the FEMA Flood Plain Map. 9. That MnDOT and Hennepin County review comments on the Preliminary Plat are addressed with the Final Platting of Shingle Creek Crossing. 10. The Minnesota Department of Health permit the water main installation. 11. That the Minnesota Pollution Control Agency permit the sanitary sewer installation. 12. That the Minnesota Pollution Control Agency NPDES permit is as a condition of all site development approvals and provided to the City Engineer prior to the issuance of any grading permit. 13. That the Storm Water Pollution Prevention Plan (SWPPP) designers, installers, and inspectors are state certified and approved by the City Engineer. 14. That Lot 16, Block 1, identified as Building Q, is platted as an outlot until such time as a FEMA determination on the replacement of the designated floodplain area has been approved. 15. That Hennepin County, the Shingle Creek Watershed Management Commission, and all other applicable regional, state, or federal agencies provide the necessary approvals for the alterations to Shingle Creek. 16. That final grading, drainage, utility, erosion control, and intersection design plans are subject to review and approval by the City Engineer prior to the issuance of permits. 17. All work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center Standard Specifications and Details. 18. Issuance of appropriate permits by Hennepin County for the private access 3 improvements and work within the public right of way of Bass Lake Road for the entrances from Northway Drive and Shingle Creek Parkway intersections. 19. The applicant shall provide appropriate erosion control during construction, as approved by the City Engineering Department, and obtain an NPDES construction site erosion control permit from the Minnesota Pollution Control Agency prior to disturbing the site. 20. The existing water and sanitary sewer services shall be properly disconnected from City systems in a manner approved by the City Engineer prior to the demolition of existing buildings on the site. 21. The dedication of trail easements and drainage and utility easements, as approved by the City Engineer shall be shown on the final plat or separate documents shall be filed with the recording of the final plat. 22. That existing, but no longer necessary, easements shall be vacated by the City prior to release of the final plat. 23. That the Fire Chief approve the location of fire hydrants for the individual sites /lots at the time of final site plan review. 24. That a subdivision development agreement, to include, but not necessarily limited to an agreement for the future closure of the Kohl's driveway from Bass Lake Road, construction and inspection of all utilities consistent with City development standards and policies, financial guarantees, maintenance agreement for the two 12'x12' box culverts and the submittal of as -built plans, is executed as part of the final plat approval. 25. That an easement and agreement for maintenance and inspection of utility and storm drainage systems, as approved by the City Attorney and City Engineer is a condition of site development plans and is executed prior to the issuance of certificate of occupancy permits. 26. That the two 12 ft. x12 ft. box culverts are enrolled in the State's bridge inspection program. Date Chair ATTEST Secretary 4 The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. 5 'I Hennepin County Transportation Department 1600 Prairie Drive 612 - 596 -0300, Phone Medina, MN 55340 -5421 763 - 478 -4 , FAX __ 783 - 478-4030, TDD www.hennepin.us E f March 17, 2011 Mr. Bruce Johnson, Engineering Technician Supervisor City of Brooklyn Center 6301 Shin le Creek Parkway f3raoklyn tenter, MN 55430- Re: Preliminary Plat R.c:view - Shingle; Creek Crossing; (aka Brc�okdale redevelopment) Bass lake Road (CSAH -10)1 Northway Drive south site Hennepin County Plat Review No. 3199 [Dear Mr. Johnson: Minnesota Statutes 505.02, 505,03, and 462.358, Plats and Surveys, allow up to 30 days for county review of preliminary plats abutting county roads, 'file preliminary plat wits received on February 16, 2011. 1 lennepin County has been involved with early site plan review of this proposal, and has also been collaborating with, the city on a number of upgrades to Bass Lake Road in this area. Site Plan — Overall, the internal circulation aisles in the site plan appear to have been modified to increase the threat depth as county staff desired. This will allow for better internal vehicle stacking for exiting traffic and more turning traffic conflicts f'ur€her from the county read f "or entering traffic. 7rrr.fie linpacts — We ague with th conclusions of'the Traffic Impact Analysis report prepared by Kimley -Honi and Associates, Inc. dated January 20, 2011. The county roadway system should adequately handle the site traffic. As the traffic report notes, the traffic generated by the proposed development in the critical p.m. peak period should be less than when the Brookdale Mall was fully occupied during the zenith of its operations in the mid- 1970's. Rigfrt -of -Way -- Although it was difficult to veri6 all the dimensions based on our information, it appears that the proposed additional right -of -way should adequately accommodate the turn lanes, strr;etscaping, and trail needs along Buss Lake Road. The Thrm Rivers Park [district should also review the proposed right - of -way to confirm that these din►eusions are satisfactory for their needs. A ccess -- We have previously agreed to the modification of the southeastern quadrant of the intersection at Bass Lake road ? Shingle Creek Parkway to remove the northbound free; -right turn lane. Just to the east, the existing right -in only to the Kohl's department store;is;ptoblernatic due to its lack of an associated ri tu lane, its close spacing to Trunk I Iighway 100, its erroneous,p,lazurnertt across•thc access control limits of Bass Lake Road, and the anticipated conflicts with users of the new regional trail, We believe that access to the store would not be unduly impacted if customers used the main Shingle Creek Parkway entrance, and we would support the removal of this access as past of the redevelopment. Permits - Please inform the developers) that all proposed construction within county right of way requires an approved Hennepin County permit prior to beginning construction. This includes, but is not limited to driveway and street access, drainage and utility construction, trail development, and landscaping. Information ur, the permitting . process can be obtained from our website.at www.hennepin.mn.us - by typing "permits" in the search box and choosing one of" the first search links. Thee permit applications are processed through our epermitting system at: 1r1t1�s:firtrrrEttr rrrrrlti c 'rr.Irerrtre irt.artrr.Rrs Permit questions can be directed to Carolyn Fackler at (612) 5% -0336. Please contact Bob Byers (612) 596 -0354 or for any questions or further discussion of these item Sincerely, -James N. Grube, P.L.' Director of Transportation and County Engineer ,rNG +'tqb � M flat Review Corn mirtec — Bentcke f Byers / Drager t Fackler I Holtz i t ernkc / Lindgren / Neby 1 Witt Mark Larson, I Iennepin County survey Oince Don DeVcau, Three foyers Regimul Park District An fqvol CJgper r tyErrRlo,v t ;; RecyciedPoper MEMORANDUM DATE: April 26, 2011 TO: Gary Eitel, Director of Business and Development Tim Benetti, City Planner FROM: Steve Lillehaug, Director of Public Works /City Engineer SUBJECT: Shingle Creek Crossing Preliminary Plan Review, City of Brooklyn Center Public Works Department staff reviewed the following preliminary plan documents submitted for review for the proposed Shingle Creek Crossing Development: • Site Development plans dated April 7, 2011 • Preliminary Plat dated April 7, 2011 The following are comments pertaining to the referenced documents: 1. All conditions of the April 25, 2011, PUD Review memo prepared by the City of Brooklyn Center Public Works Department are included as requirements by reference. 2. Finalize all site reports that were prepared and /or not submitted as part of the final PUD approval and provide the City final copies (PDF format). 3. A development agreement is required that includes all conditions of the project approval, subject to the final site plan approval by the City Engineer. 4. All work performed and materials used for construction of utilities must conform to the City of Brooklyn Center's standard specifications and details. The City's standard details must be included in the final site plans. 5. Upon project completion, the applicant must submit an as -built survey of the property, improvements and utility service lines and structures, and provide certified record drawings for any associated private and/or public improvements prior to issuance of the certificate of occupancy. The survey must also verify that all property corners have been established and are in place at the completion of the project as determined and directed by the City Engineer. 6. Inspection for the private site improvements must be performed by the developer's design /project engineer. Upon project completion, the design/project engineer must formally certify through a letter that the project was built in conformance with the approved plans and under the design/project engineer's immediate and direct supervision. The engineer must be certified in the state of Minnesota and must certify all required as -built drawings. Easements, Agreements and Plat: 7. An updated certified abstract of title or registered property report must be provided to the City Attorney for review at the time of the final plat application (within 30 days of release of the final plat). 8. An overall easement agreement is required that will provide the City accessibility to all private utilities and storm drainage areas to inspect and enforce proper utility service and maintenance for the entire site, including Kohl's and Applebee's sites. This easement g: \engineering \development & planning\active development projects \shingle creek crossing 2010 \communication \project review & conditions \l 10426_prelim plan memo.doc Final Revised Shingle Creek Crossing Page 2 of 7 Preliminary Plan Review Memo, April 26, 2011 agreement includes private inspection, maintenance and reporting responsibilities and must be executed prior to issuance of building occupancy. 9. The final plat must include dedicated public drainage and utility easements over the following locations and existing or proposed public utility locations, as determined by the City Engineer: A. All easements for public utilities must be a minimum of 20 -feet in width with the utility centered within the easement. Variations in the existing sewer alignment exist and must be properly mapped to ensure this condition is met. B. The existing trunk 24 -inch and 27 -inch sanitary sewer easement must be a minimum of 30 -feet in width with the utility centered within the easement. Variations in the existing sewer alignment exist and must be properly mapped to ensure this condition is met. C. A letter stating and certifying that all existing public utilities are centered within the proposed dedicated easement as shown on the preliminary and final plats must be provided and certified by the developer's engineer or surveyor prior to accepting the final plat. D. Revise the proposed drainage and utility easement located in the southwest quadrant of Northway Drive and Bass Lake Road to maintain an easement that is parallel with the property line while maintaining a minimum 10 -foot separation with the sanitary sewer line. E. A minimum 10 -ft wide drainage and utility easement along the perimeter boundary of the plat. 10. The existing public 18 -inch sanitary sewer easement running within lots 14 and 17 must be revised on the preliminary and final plats to match the revised alignment of the sewer line as shown in the April 22, 2011 PUD documents. 11. All existing public easements that are prescribed to be dedicated on the final plat must be vacated. If the public easement is to remain, the easement must be shown on the preliminary and final plats with recorded document number referenced. 12. There is a 10 -foot discrepancy between the right -of -way width of Xerxes Avenue shown on the proposed preliminary plat and available plat and easement documents in the City's possession. The actual right -of -way width must be verified prior to considering the final plat. 13. The existing public 10 -foot wide drainage, utility, streetscape and trail easement along Xerxes Avenue must be maintained, shown and referenced on the preliminary and final plats. 14. The site development plans and utility relocations must be reviewed and coordinated with private utility companies prior to final plat application, vacation of easements and/or approval of any site modifications. g: \engineering \development & planning \active development projects\shingle creek crossing 2010 \communication \project review & conditions \110426_prelim plan memo.doc Final Revised Shingle Creek Crossing Page 3 of 7 Preliminary Plan Review Memo, April 26, 2011 15. Proper easement must be dedicated along Bass Lake Road (CSAH 10) and Xerxes Avenue that will contain all public elements of the roadway including but not limited to trail and sidewalk, plantings, traffic signal systems, fiber optic systems, lighting systems, irrigation systems, bus benches, litter receptacles, fencing and rails, pedestrian bridge and other miscellaneous streetscape elements. Currently, easements are not adequately shown in the preliminary plat and must be revised. 16. All existing public streetscape and trail easements that are to remain must be shown on the preliminary and final plats with recorded document number referenced. 17. The existing Shingle Creek twin box culverts must be labeled "private sewer ". The public drainage and utility easement for the existing box culverts shall not be for ownership reasons, but shall be for inspection purposes to ensure proper maintenance is being performed. The proposed drainage and utility easements must be based on precise, actual and physical location of the box culverts for the entire length to ensure adequate easements and setbacks of adjacent structures are maintained. A letter confirming this condition has been met must be provided by a certified engineer and/or surveyor in the state of Minnesota. Certification must be provided prior to approving the final plat. 18. The property owner must register the Shingle Creek twin box culverts in the state's bridge inspection program and perform the required periodic inspections to ensure the box culvert bridges are certified and safe. A copy of the periodic state required inspection reports must be provided to the City as they are performed and approved. 19. A 16 foot wide minimum trail easement must be dedicated and shown on the final plat for the proposed trail running along the south and east ring road. The proposed trail must be centered within the easement. The trail landing area for the pedestrian bridge over Highway 100 must be fully contained within the easement. 20. Show and label the areas of all lots and outlots on the preliminary plat. 21. Cross access, parking and utility agreements are required between all necessary parcels. 22. Private site appurtenances (e.g. light poles, signs, etc.) must not encroach on public easement areas. For appurtenances that provide adequate setback and won't have any direct impact on the public elements within the easement area as approved by the City, an encroachment agreement is required for any element that is allowed and agreed to encroach in those easement areas. 23. Provide an assigned truck route for the entire site to each building pad. This must be a documented truck route that will be implemented and enforced by all property owners and included in the development agreement. Permitting: 24. Copies of all approved permits must be provided to the City prior to issuance of any City permit. g: \engineering \development & planning\active development projects \shingle creek crossing 2010 \communication \project review & conditions \l 10426_prelim plan memo.doc Final Revised Shingle Creek Crossing Page 4 of 7 Preliminary Plan Review Memo, April 26, 2011 25. The property is located adjacent to Minnesota Department of Transportation (Mn/DOT) highway right -of -way and Hennepin County right -of -way. All Mn/DOT and Hennepin County review comments are included by reference and are conditions of approval. 26. Minnesota Department of Health permit is required for watermain installation. 27. MPCA sanitary sewer permit is required. 28. MPCA NPDES permit is required. 29. Hennepin County access permit is required. 30. Shingle Creek Watershed Management Commission (SCWMC) plan review and approval are required. 31. Department of Natural Resources, Army Corp of Engineers and other permits may be required as necessary. 32. Floodplain mitigation is required. A Conditional Letter of Map Revision (CLOMR) submittal is required to be obtained from the Federal Emergency Management Agency (FEMA) pertaining to the proposed revised 100 -year flood plain. Storm Sewer System and Drainal;e: 33. All on -site storm sewer shall be considered private. All storm sewer lines and facilities must be specifically labeled "private sewer ". 34. No direct runoff into Shingle Creek will be allowed. All sections of storm sewer that discharge directly into Shingle Creek and/or the partially daylighted portion of the creek must contain an adequate pretreatment device and must be designed to meet minimum treatment standards as approved by the City Engineer. Design computations must be provided demonstrating all existing and /or proposed pretreatment devices meet these standards, including the existing Kohl's storm water treatment structures. All pretreatment devices will be subject to final review and approval of Final Plans by the City Engineer. 35. All existing storm sewer and treatment facilities that are to remain must be properly cleaned and repaired to demonstrate a fully functional storm sewer system and certified as such by the licensed design engineer. 36. Provide sediment pretreatment facilities for all existing and proposed ponds and infiltration basins. 37. The preliminary plans including all hydrology and hydraulic calculations must be presented to and approved by the Shingle Creek Watershed Management Commission. 38. Storm Water Pollution Prevention Plan (SWPPP) designers, installers and inspectors must be state cert ified. All certifications must be provided to the City as part of plan approval and permitting. g: \engineering \development & planning\active development projects \shingle creek crossing 2010\communication \project review & conditions \110426_prelim plan memo.doc Final Revised Shingle Creek Crossing Page 5 of 7 Preliminary Plan Review Memo, April 26, 2011 Watermain System: 39. All watermain line other than the existing public watermain shall be considered private. All watermain lines must be specifically labeled "private watermain" or "public watermain" on all final plans as determined by the City Engineer. 40. Provide a minimum 18 -inch separation between watermains and sewer lines. Sanitary Sewer System: 41. The public sanitary sewer through the site has been televised. The results indicate that segments of the 18 -inch piping are in poor condition and need to be replaced, repaired and/or lined. Further development of a strategy and plan for the necessary sanitary sewer replacement will be coordinated with the developer during the final plan approval and construction stages. 42. All sanitary sewer other than the existing public sanitary sewer shall be considered private. All sanitary sewer lines must be specifically labeled "private sewer" or "public sewer" as determined by the City Engineer. 43. All proposed lift stations will be private and labeled "private" on the plans. 44. Due to inadequate cover, insulate the top of the public sanitary sewer forcemain from location station 3 +00 to 6 +00, which is the public line extending from Shingle Creek Parkway westerly across the site to the main public trunk line. Site Plan: 45. The easterly Kohl's entrance from County Road 10 must be closed. Closure of the access supports the City's and County's roadway access management goals and also eliminates the trail safety conflict with this skewed access driveway. Adequate access is provided at the Shingle Creek Parkway intersection. 46. Alignments in the main drive aisle at the first intersection south of Northway Drive /Bass Lake Road are kinked. A skew of less than 20 degrees is acceptable but the alignments through the intersection must be smooth. The roadway alignment between the two intersections must be a minimum 300 -ft radius. 47. All internal intersections must be aligned properly through the intersections to eliminate any kinks and provide proper, smooth channelization and alignment through the intersections. 48. The proposed dual drive -thru window layout with crisscross access must be further reviewed to ensure adequate, safe operation. The drive -thru layout is subject to final City review and approval conditions of the preliminary plan and final plat. 49. The internal trail /sidewalk crosswalks located on the north side of the existing building /retail shops and located on the southeast side of Site Q must be enhanced to improve pedestrian safety (e.g. raised crosswalk with special surface treatment and pavement marking delineation). g: \engineering \development & planning \active development projects\shingle creek crossing 2010 \communication \project review & conditions \l 10426_prelim plan memo.doc Final Revised Shingle Creek Crossing Page 6 of 7 Preliminary Plan Review Memo, April 26, 2011 50. Sign locations must be further reviewed to ensure roadway sight -lines are maintained and there is no encroachment on any easement. Sign locations will be subject to final City review and approval conditions of the preliminary plan and independent sign approvals. Landscaping_ 51. Provide irrigation to encompass the entire vegetated areas within the site. Prior to Issuance of Land Alteration and Building Permits: 52. Submit a recorded copy of the preliminary plat, all required easements and restrictive covenants. 53. Submit final site plans and specifications for review and approval by the City Engineer in form and format as determined by the City. The final plan must comply with the approved preliminary plan. 54. Submit letters of credit or cash escrow for the private portion of the project in the amount of 125% of a bid cost, 150% of an estimated cost or in the amount determined by City staff to comply with land alteration permit, site improvements and to restore the site. The developer may submit one itemized letter of credit, if approved by City staff. The City will not release or reduce the letters of credit or cash escrow until work has been completed according to the final site plans approved by the City. 55. Submit a construction management plan. The plan must be in a City approved format and outline minimum site management practices and penalties for non - compliance. 56. Submit a separate cash escrow for the construction management plan elements in an amount approved by the City staff. This escrow must be accompanied by a document prepared by the City attorney and signed by the developer and property owner. Through this document, the developer and property owner will acknowledge: A. The property will be brought into compliance within 48 hours of notification of a violation of the construction management plan, other conditions of approval or City code standards. B. If compliance is not achieved, the City will use any or all of the escrow dollars to correct any deficiency and/or issue. 57. Schedule and hold a preconstruction meeting with the City staff. 58. Public improvements are required as part of the approval of this project. These costs are the full responsibility of the applicant /property owner. The developer must provide a separate petition and waiver of assessments to the City to perform any necessary public improvements including all associated fees. Otherwise, if the developer chooses to design and construct the public improvements, the development agreement must include provisions by the applicant to develop, design and construct all public roadway, streetscape and utility improvements on site and as required for Bass Lake Road (CSAH 10) at the intersections of Northway Drive and Shingle Creek Parkway with Bass Lake Road (CSAH 10), all subject to the requirements and approval of the City and the County. The following must also be submitted for City staff g: \engineering \development & planning \active development projects\shingle creek crossing 2010 \communication \project review & conditions \110426_prelim plan memo.doc Final Revised Shingle Creek Crossing Page 7 of 7 Preliminary Plan Review Memo, April 26, 2011 review and approval: A. Qualifications of the design engineer must be presented to and approved by the City Engineer. B. Final street and utility plans in form and format as required by the City. These plans must be separate from the development plans. Final plans must be approved by the City Engineer and other jurisdictional authorities as required. C. A signed agreement with the City to guarantee that the developer will complete all public improvements to meet all City requirements. D. A letter of credit or cash escrow in the amount of 125% of a bid cost or 150% of an estimated cost of the improvements. E. Inspection of the public improvements must be performed by a certified inspector hired directly by and through the City. The developer is required to provide reimbursement to the City for all associated inspection and management expenses. F. The City will only reduce or release the letter of credit or cash escrow for the public improvements upon receipt of as -built drawings and a letter certifying that the streets and utilities have been completed according to the plans approved by the City. G. Upon project completion, the design/project engineer must provide a final topography as -built survey, as -built record drawings of all public improvements and formally certify through a letter that the project was built in conformance with the approved plans and under the design /project engineer's immediate and direct supervision. The engineer must be certified in the state of Minnesota and must certify all required as- built drawings as determined by the City Engineer. All aforementioned items, comments and recommendations are provided based on the information submitted by the applicant at the time of this review. The preliminary plan (site plan and preliminary plat) must be developed and maintained in substantial conformance with the referenced plans, unless modified by the staff recommended conditions above. Subsequent approval of the final plat and final site plans may require additional modifications based on engineering requirements associated with final design of the water supply, storm drainage, sanitary sewer, final grading and geometric design as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans. g: \engineering \development & planning\active development projects \shingle creek crossing 2010 \communication \project review & conditions \I 10426 _prelim plan memo.doc 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 1 12 1 13 1 14 1 15 1 16 17 1 18 1 19 1 20 21 22 23 1 24 25 1 25 1 27 1 28 1 29 1 30 1 31 32 1 33 1 34 1 35 1 36 37 1 38 1 39 1 40 1 41 1 42 1 43 1 44 1 45 1 46 1 47 1 48 'm A CURVE TABLE I CURVE RADIUS I LENGTH DELTA CHORD BEARING 6 Ct 348 701 178.35 19'26'49" 177 791 N77'48'58"1 C2 348.70 54.77 d' - 9'55" 54.71 N83'02'25 "E DEVELOPER C . GATLIN DEVELOPMENT CO., INC. C3 348.70 63.58 10'26'54" 63.50 NJ3'19'00 "E - .y s z2 _ - ,..,. lo'DftaNacE . „1 - o 301 SOU1H MAIN STREET C4 348.70 7 71 1'15'59" 771 N68'43'33 "E _ _ _ N < a 6dE - -- E LIEN - - " O ROAD - - F� olcl<soN, N N 37055 C : `- z,`\ 6 1 A - E -_ = pzow _ 615- a46 -7t0a 18 Ap of Opaal to ACRES SANITARY UFT STATION M Lind Si 4 L23 - y , s `v!` OWNERS , �, o sow _ ... - LINE TABLE LINE 1ABLL " OEMC COUN V RD NO 0 �A5$LAKER AU f DE NCanON 9Cfi P BROOKDALE MALL HH LLC D 89 aS5 E NB1 LINE LENGTH BEA ]NO LINE LENGT BEARING 33 -? COUN RD Ta BASS LAKE ROAD BERNAOIA COMMERCIAL MTG LLC L T Row Ro T.. P.H 3 {I {r , X.. aaBN AGES. COUN j .. y _ l !?a. - r c u71ur a5o_?9`' - ' S3'[ _ 116 WELSH RD Z ° e< 32 � .. L..�- nz- EASEUENF`, _ _ _ Li 48.29 N24'33'OS "E L 65 227 22 530'35'22 "E B - i _._ \ ( E c "'�- HORSHAM. PA 1904, o 7 44 L66 Of F O , - -" - -� L2 �S N24'33'C8' ° _ 527 39'OZ "E , u• oRUNACE ,1A J.T m E t L3 774 -30 N24'33 OB'F L67 545.84 5 53'41'02 "W Sr y , 1 1 0E - W 1 G,rvc GATLIN DEVELOPMENT DG.. INC 190.12 N24 "33'08 "E L68 288.73 _ l"s t � [ASE EHr 0° _ (,()TA SOUTH MA TREET 553'41 OZ "W ,(.� r sv LOT 12, i - - 301 IN 5 2'10'47 "E L69 186.'7 ' _ _ "'LOT 11, �i BLOCK LS 38.75 N6 41 LO]; Y3, 119 � d '� � N 70 553'41'02 "W ° `•� _ ,aa , , A LO �( q, DICKSON. 615-446 -7 Oa 55 -__ .ma GL-7- I ° L6 157 57 70.34 - - -- - -- _ -- - t N62'10 47 L70 S53'41 02'W - QCIE - 1-- F L7 250 - 5274913 "E L71 36.49 N27'3902 "W 7 \ T 1 = BLOCK1 LGT � 11ss \ .\ I - \ \, LGT 1.: \ R 9x19 CITY OF BROOKLYN CENTER k -` L8 305.95 $62'1047 "W L72 692.01 561'4423 "W x e . '•\ ti BLOCKI :.! Ur1LI ) RA " FA BLOCK2 ' G BROOKLYN CENTER, 55430 0 L9 181 -32 562'10'47 "W L73 101.29 N44'3 6'32 "W ¢ ,'�35 � v; t Tl / - L Tw - Iro / r a , 763- 569 -3340 Hnios LOT z o- f $ETBACN •.'.. L F k ° 586'3106 "W 20� 75 of STATE _ 1 k G L10 124.68 $62'10'47 ' W L74 37.15 L070. �. EnsE E { M1 K9 x'F HIGHWAY x ..q MIDAS, INC " LI1 89.37 S62'10'47'W L75. 114.26 N273902 "W 4. ., -` BLOCK'1 L LOT 7, `1� \ \� ' ° zD DRMKACd LQT 15,' 4 - �.�, 5 9 0 9 T 0 1300 ARLINGTON HEIGHTS ROAD a \ ¢ • . BLOCK 1 / ,:.. EOT >4$,. AsLMM1r � b G k - h LxIQ. 100 a L12 216.63 562'10'4 7 'W L76 97.02 N07 '34 "W •' r k' 1 / l BLOC ' l 1,% g / . tr L..1 ftbQl 11 5E l a G � -yti , , ITASCA, IL 60143 H L13 134.97 565'26'52 "E L77 511 -51 N27'39'02 "W ,Tru�jo-'Gm AcE ` ;" •4°, r.9�✓� j' ` \LQOK1 � _ ,p P ti�2 ° ' 6 � 630-438-3000 4 / CITY OF BROOKLYN CENT ER L14 107.27 S20'40 0 o 9 "E L78 363.39 N27'3902 "W rU EASEMENT \ - \� N AA b56 L15 135.00 LOTS. , `:: . f - -f \ EASEMEN - P� ',`y. STEVE HLLEMAUG, P.E. S65'2fi L79 148.12 N27'39'02 "W } /� BLOCK Io -'A �1�I8' PUBLIC ,g HKATWAr CITY OF BROOKLYN CENTER E h T - /'a - - TR EASEMENT S2 E Ll6 281.44 524'33'08 W L80 229.53 N62 "[0'58 "E 7 �+'r`` :�° =- • -, _ - \a ° " '�� EASEMENT ENGINEERING DEPARTMENT J L17 135.00 N65'26'S2 "W L81 203 -57 572'03'33 "E , - - - vpRIABLE x1o1H \/ 6301 SHINGLE CREEK PARKWAY .L -' DR 'S °' �.! BROOKLYN CENTER, MN 55430 L18 159.00 N27'39'02 "W L82 128.71 N62'20'58 "E may ,r.,.. 4 ,\ Unury 7'39'arz 763 - 569 -3340 L19 18.00 N2T33 02 "W L83 714.74 N62'20 58 "E - ,� r' t - EASEMENT l /, •• 51 56.93 E ENGINEER & PREPARER �I K L20 67.97 N62'20 58 "E L84 13.97 N62'20'58 "E a'" - ^'" L _ LOT 17, LOT 16, : ` \ I' /' f - \ - BLOCMr 1' 6_ / KIMLEY -HORN AND ASSOCIATES, INC. L21 112 65 N2 239'02 "W L85 146.19 N6220'o O 8"E 567 gt'p (j` , - f \ e ''9LOCK1 r - ; / 2550 UN IVERS I TY SUITE L22 171 29 N62'20'58 "E L86 �NUE w , I . 2.47 5 N Of i BLOCK 1 .., '\ LOT i, •• '4. 1 ST PAUL, MIN N 5 511 4 - 200 I, 36.95 N62'20'58"E L87 197.29 S27'39'02 "E ; / / 651- 645 -4197 T L24 84.33 N62 - 20 58 "E L88 37.15 S16'04'06 "E f p -3y BLOCK 1 \L e 7uT�il3iv cE - / '� CONTACT: WILLIAM D. MATZEK, P E. S \ \\ L25 491_22 527'39 02 "E L89 267.35 S53'44 27 "W �• v - Lor a. 2. *(, • , 19 EASEMENT /'- SURVEYOR °m fff �/ A( L26 189.26 562'20'58 "W L90 25.79 N51'1204 "W , BLOCK Y 1 ``�'i \ v SONDE LAND SURVEYING L27 333 43 N27 35'02 "W L91 110.00 N21'58'28 "W - ( a.ea.aa mV 9 I 9001 EAST BLOOMINGTON FREEWAY (35W) l '\ b I \ B SUITE 118 L28 219.57 N27'39'02 "W 39'02'W GO N16'56 49'W CONTACT MARK HANSOM P L92 150.00 N28'28'S4 "W µ'fJ -- `,z �� / BLOOMINGTON. MN 55a2O - 3435 w L29 413.17 N 2 7' L93 50. 952 -88R -9525 a� D L30 158.14 S27'49'13'E L94 127.58 N22"27 28"W ' .'�� p6aNAC£19 `'• { �.1c6' - : , PIES S 3 I o L31 363.59 N71'34'51 "E L95 93.83 N1 200'03 "W fwg unury \ ,dt - 3 t.�$. / // / c ooh z L32 84.89 N71'34'51 "E L96 78.74 ISEMENT ` " A s 4 a NOS'3133 "W . �i I- I P E L33 27870 LOT Z s •T N717451 "E L97 260.13 S27'04'09 "E " BLOCKI z o L34 452.17 N2T4913 "W L98 ,97.39 564'3723 "W j '1 , „. y 4 'v° } A ° Las 43.49 N2T49', 3'W L99 156.36 N2T39'02"W ,.,✓ �>f \ 1A\� '� � NORTH . Q_ \ LEGEND L36 53.52 N27 3'W Li 00 53.86 N74'S3'S8'W - - ` 2_- / MONUMENT ?� � J N -- O \ - - - 3s BU4DID14 i sECnoN LINE L37 355.16 N27'49 13 "W L101 358.24 N87'16'39 "W L102 136 87 N8 ' �x x g L38. 49.72 NG8'10'04'E -Ti6'39 "W y R <� 11 44 )r ° L39 34.65 N08'10'04 "E L703 . 1�', 4 4 c55a ti -., 11\ / J y F�EMENT a 150 300 - - -- -- EXISTING PROPERTY LINE 221 37 " N87'16'39 "W 11 '`.. �Z2 ,A - > 1` '!£ -- - _ -- PROPOLED PROPERTY LINE I , a R L40 449.38 589'43'54 "E L,04 215.99 N87'i6'39 "W A ,,(( I {�'��./ _ K , o F , ` # /4� O N ., N y yl. / 1 .� - SCALE FEET _ ___ EXISTING ROW LINE L41 133.68 S89'43'S4'E L705 106.01 N8T18'39 "W ' /J / )° a a L42 252.03 S89'43'S4 "E L106 36.24 N8Ti6'39 "W - t2 I \. j ' - Y �� - -- PROPOSED SETBACK LINE S L43 63.67 S89'43'54"E L107 91.98 554'07'28 "W o L44 22.60 548'09'31 "E L108 167.66 S89'43'54 "E Y ti / I •� i� ' i o !' - -- - - -- EXISTING EASEMENT LINE 0 o L45 154.11 S48'09'31 "E L109 100.49 N84'33'27 "E „ _ r t -' _ � gip- NT - - - -- PROPOSED EASEMENT LINE L47 117 zm. u L46 252.37 503'08'13 "E L110 59.02 N84'3327 "E ROOD PLAIN ///--- "r k� EARS a T m .18 S58'39' 46'W Lltl 41.47 N84'33'27 "E ° x I '�\�'- TA vxK ` gl L48 86.16 536'32'33 "E L112 224.97 w r. OUTLO - -_ _ WETLAND �` J a SGO'16'06 "w - 1 30 oR r� ,. P� . a 6 L49 16825 S53'03'2TE L„ 3 402.0, 589'43'54 "E n• �... ,�.�, _ E 1AE T ss �Py S H I N G L E CREEK CROSSING i BUILDING U a L50 9.84 S53'03'27 "E L114 64.65 589'43'54 "E 1, •� /,� , 1 , , A G` A / _......_. w a z 3 \ 17' PUBLIC Y EXISTING CURB LINE ° Ls1 198.41 95303'27 "E L115 213.36 589'43'54 "E w ' ;,/ _ 1RNL 't -` PRELIMINARY PLAT -_ L52 350 -00 S58'39 46 "W L11 6 124.01 S89'43'54 "E ' � ' %' .f EASEMENT S , / SECTION 2- T118N -R21W FENCE U V 5 L53 46 -98 S30'18'14 "E u 23363 SO016'06 "w 't>'' / /� 5 _- TREGONE 160 44 S63'44'00 "W L118 99 63 S07'31'58 "E L54 -. r I �Ta' o6AINA¢ / `''> L55. 148 -69 N89'04'26 "W L119 39.27 sas'as•aG "E - `. - .I �2�GrIMTY BROOKLYN CENTER, HENNEPIN COUNTY, MINNESOTA SANITARY SEWER LINE W F w L56 1956 . N48'41'40 "E L120 11282 506'24'10 "E L57 13 . 55TH AVE IN EASEMENT � !1 1 WATER LINE J 4.55 N48'at'40 "E L721 37.36 S44'43'54 "E STORM SEWER U - - =` p. ___ -- LINE z a o L58 22.60 N48'41'40 "E L122 8660 589'43'54 "E I6 U 159 33779 S53'04'51 "E L123 4444 N45'16'O6 "E Na9 . . > .664.1 Qv RHEAD ELECTRIC LINE z X L60 215.56 553'04'51 "E L124 612.15 589'43'54 "E L61 12223 553'04'51 "E L, 25 116 4 _ W .-2 / /' UNDERGROUND ELECTRIC LINE z J (n 589'43'54 "E 1 25 �,� /� - / ' GAS LINE cc L62 305.92 527'39'02 "F L126 495.91 589'43'54 "E N361 J2 ° W / UNDERGROUND COMMUNICATION LINE G z d Y L63 136.51 52239'02 "E L 127 69.01 58,'23'58 "E S w�HwnY FINAL PLAT DESCRIPTION _ U NO L64 169.42 52T39b2 "E Ll28 186.64 581'23'58 "E - +' " _ Fe.O.w. M o 4 Tract, I, J. K and L, Registered Land Savoy No. 936, Hmnepm County, Minnesota. .. CONTOURS ' J ° /' / T �b" T oafs 0 and E, Reg st- land Srvey No. 1430. Hmnepn County, Min -to- SANITARY MANHOLE ruryj Z Tract Il _ 555 - LL vl - /' A. C. 0 d an E Regi.te Savvy No 1469, Hmnepn Cmnty, innesota. z. Ape ALL CONTRACTORS MUST CONTACT Tracts A. 8, end C. Reglatred turd Survey No 1614, Xennepn Cmn[y, Minnesota. HYDRANT GOPHER STATE CALL ONE Ana Tracts B and C. Registered Land Survey N. 1710. 11-pirl County, Min nesota WATER VALVE z AA - - / MN TOLL FREE 1- 800 - 252 -1166 And a - BEFORE CONSTRUCTION BEGINS Tracts A and B, Reg,,t r Land Survey No 1766. Hmnepin Cmnty. Mnneaota. WATERMAIN MANHOLE D_ WIN CITY AREA 651 - 454 -0002 Md T LL Tract A. R gia-d Land Survey No. 1649, Hennepn Cmnty. Mm-1. STORM SEWER MANHOLE O ° PROJECT LOCATION - Me City of 6,,o n Center, a M. ..to mu-pa cargo Uom. ours end pro Yao, of V �.I_I (n ¢ BB t ' / �1 •e Me fdlowng descrbed property ,ducted n Me County of Hennepn. Stale of Mnnesota, to rdl: STORM SEWER CATCH BASN Z / Trott A, Regildoe land Survey No, 143D, Hmnepn C ,Ity, Minnesota ROOF DRAIN Z Z_ BPOOK EXISTING LEGAL DESCRIPTION (A C) r BARED END BECTON CC E SITE DATA TABLE o �` \ C F N T E F? (P. F:.t A n.raan TV. mm ranee Campo y camm,tm.nl ea ra. Inau Una. Cwnmlbnent RIP RAP O O CURRENT ZONNG: PLIO/C2 w' f O `+ ' �i Ibaa No NCS- 430868 -MPLS, canmitmmt dote March 1, 2010) Z 4 BUILDINGDESIGNATION LOT AREA S•^ yrx '" / Parcel At (Certificate of Title No. 1166861) LIGHT POLE ° DD WALMART LOT I.BLOCKI 1896ncRES I',` PpZ �I % GAS METER 0 EXISTING BUILDING LOT 1 11.B7ACRES Par 1' Tacts A C 1469. J N ].KOCK \ x r and D. R"mt -d land Survey No . Hennepn County, Minnesota GAS VALVE (0 tr APPLEBEES LOT,BLOCKI aB]ACRES \ L - -- I L 9 7 Par 2 Tracb A B and C. R"mte Lend Savoy No. 1614, Hennepn Cmnty, Mnnemta W O % t KOHL$ LOT 2, BLOCX2 5WACRES ELECTRIC TRANSFORMER r EE .°, 3 70 Par 3. Tht par M 2 - at or Tract B. Registered Lmd Survey No 1710 . , Hm q in Cmnty. Mlnnemla. w N O Z - A LOT 6, BLOCK[ 1:28 ACRES ; \ STATE HIGHWAY NB61739'w L 3 oS5 embraced dthn TM B. Regiatered Lard Survey No. 1489. ELECIRIC MANHq.E (.1. W W 8 LOT 8, MOCKI 130ACRE5 \ \ NO. IOC C.BR i3 4953''w _ Ly. N R�O W DEDICATION, Pw ! Tract C. Registered Land Srtvey No. 1710, Hennepin Cmnt Minnesota ELECTRIC HH (l A•� LL a0 S C LOT 11 BLOCK 1 1_M ACRES I ,m� - Y• v W O D LOT I2 BLOCK O56 ACRES \ > EF - \ '. '• /� Par 5 Tracts A and B. Re I,to d Lwd Survey No 1766. Hennmin Cw.ty Mnnesolo. ELECTRIC BOX -i e. Z E LOT 13 BLOCK 1 , 1.33 `^ 2 $, k t Parcd A2: MONITORING WELL J " E LoT1.BLOCK2 1.20 ACRES $P` L v/ 0 G LOT 7. BLOCKI 3.51 ACRES Nan excWalw easements as contamed n Me Opaatng Agreement -B,o dde Shoppn TRAFFIC UGHT q Curter. ? GG v H LOT 9. BLOCI(1 110 ACRES \ ` \ \ dated August 15, 1966 and Me Agrednmt doted Mardi 15, 1971, whicM1 are unrecorded W< whitll Z 4 53e27 9"E G'! are referred to n Me Memormdum of Operatmg Agreement dated May 8. 1978, recorded May 15. COMMUNICATION MANHOLE {t 1272674. T W i J LOT B. BIOCKf 069 ACRES M �H -, K LOT fo - 119 1 78, n Me offio of Me Registrar of TU.. as Doc. No. m amended by Me Secmd 2 w , BL ACRES - - }- ` - to Opsatng Agreement dated April 18. 2001. w hich is unrecorded but which ie COMMUNICATION BOX �/1 Z �!^ "__' N et rorted !M1e Revised and Resloted Mamwandum 'ng Agemlrlt dated nl , �/ Z ° HH L LoT1a,e<ocrcl 119ncIxES - .�.,�_ BENf,Hi1�ARKS tMa`an1 - 2001 recorded August 16. 200! G. D« NO 1003753 - cnBLE ry 60z 3 DO M LOT 15, BLOOC I 116 ACWx L. es 5'2 §8'w = n �Q H N LOT 1 STOCK 227 ACRES NBB�739'W (8 m 1929 Data,) key ¢ � -- - Nm exclunw maemmts as contari d n Me Opsafm9 Agreernmt dated May 18. 1978. recorded - SIGN DATE P LOT 17, BLOCK 1 286 ACRES mt.. / May 19. 1978. in Me off a of Me Registrar of Title, as Doc No. 1273419. as amended by Me / 1.) Top of lap nut of fire hydrant west side of Xerxes Ave of the southwest comer of the -' I �' Secmd Amendment to Operating Agreement doted Apra 18, 2001, which M attached as Exhibit C BOlLARO 04 07 2011 II O' L OT 15, BLOCK 1 2 nACRES Elevation = 853.13 feel I - - to Me Ce Ufi ale end Ratif atim dated April 18, 2001. recorded August 16. 2004. as Doc. No Y OUTLOTA olfrlorA 6.er ACRES 2.) Top of bat northeast sde or honsmission tower 2nd tower m,t of Xerxes Ave \II�£� I_'d w �. 100375{ VEGETATION PROJECT N0. El,.t = 85140 tee[ _ - 160633001 E ROW DEDICATION COUNrYROW 10 p69 ACRES 3.) Top of bolt; northeast side of ironsmission tower. northwest of pe ,trim bridge. Parcd B ( Certificate of T8e No. 1159615): G JJ ? Row DEDICiT STATEHr -1. 1192 ACRES Ele -twr 546.% feet SHEET NUMBER TOTAL Ba88 ACRE {.) Tap or top nut of Tee hydrmt; n hevat tamer of Me site. VICINITY MAP Tract B. RegM.red Lo-d Survey Na 1710. H-,. empty. Minnesota, except Mae part Mrmf I i BevatKm - 851.58 feet embraced wiMn Tract B. Registered Lind Savvy No. 1169. 1 .o NOT TO SCALE 1 Of 1 v Application Filed on March 24, 2011 City Council Action Should Be Taken By May, 23, 2011 (60 Days) Planning Commission Information Sheet Application No. 2011 -009 Applicant: Loren Van Der Slik Location: 1108 Brookdale Center Request: Shingle Creek Crossing - Planned Unit Development and Site and Building Plan Review INTRODUCTION The applicant, Loren Van Der Slik for Gatlin Development Company, is seeking a Planned Unit Development to allow the following changes to the original Brookdale redevelopment plan: 1. The demolition of approximately 760,000 sq. ft. of the mall including the former JC Penny's, Mervyn's, Macy's and Midas stores. 2. The renovation of approximately 123,242 sq. ft. of the mall located north of Sears with architectural changes to provide exterior identity and access while maintaining an indoor mall component. 3. The planned development of a 402,489 sq. ft. community shopping center /town center that includes a major anchor retailer with groceries, three junior box retailers, six restaurant pad sites, and four multi- tenant retail /service buildings. 4. The day - lighting of Shingle Creek and enhancements to on -site storm water management, landscaping and lighting. This item is being presented for consideration under a public hearing process. The public hearing notices have been duly published, with same notices given to the Planning Commission for consideration and mailed to the surrounding property owners. BACKGROUND On February 17, 2011, the Planning Commission conducted a public hearing on Planning Commission Application No. 2011 -003 submitted by Loren Van Der Slik, on behalf of Gatlin Development Company, for a Planned Unit Development Amendment to the Brookdale C- 2/PUD, to be known as Shingle Creek Crossing. At that time the Commission directed the preparation of a resolution approving the proposed amendment with the appropriate findings and conditions. The resolution was intended to be presented at the March 3, 2011 meeting, however, due to a lack of quorum this item was postponed until a special meeting on March 10, 2011. At said meeting, the Planning Commission unanimously adopted a resolution recommending approval of PC 04 -28 -11 Page 1 the application for a Planned Unit Development Amendment to the 1999 Brookdale C -2 /PUD, (Planning Commission Application No. 2011 -003). On March 14, 2011, the City Council accepted the Planning Commission recommendation and authorized the City Attorney to prepare the resolution and PUD development agreement for Application No. 2011 -03 submitted by Loren Van Der Slik for PUD Amendment approval to the Brookdale C -2 /PUD. On March 17, 2011, the Planning Commission reviewed Application No. 2011 -004 the Preliminary Plat for Shingle Creek Crossing, which would replat the existing Brookdale properties into four lots and two outlots to facilitate Phase I of the Shingle Creek Crossing PUD. This plat would exclude the existing Sears, Midas and Kohl's parcels. The Planning Commission also reviewed said Phase I development plan consisting primarily of the Walmart store development, access roads, walkways, streetscaping and lighting, along with the Architectural Design Guidelines that would govern this PUD site. The public hearing on the plat was opened and closed (without any public comments), and a secondary motion made to table this plat to the March 31, 2011 meeting to allow city staff to address a number of concerns with the applicant. The Architectural Guidelines and Phase I items were provided under a "general presentation" by the applicant, with minimal recommendations or concerns raised by the Planning Commission. On March 22, 2011, representatives from Gatlin Development (Developer) Capmark Financial (property owners), Sears and city staff met to discuss on -going issues related to the site. The Developer agreed to postpone the March 31, 2011 Planning Commission meeting for final review of the Preliminary Plat of Shingle Creek Crossing. Subsequent to this meeting, the Developer informed staff that the Midas parcel was secured for acquisition and would now be included in the PUD and plat. The Developer further agreed to withdraw the original Planning Commission Application No. 2011 -03 (PUD Amendment), No. 2011 -004 (Preliminary Plat) and No. 2011 -005 (Site and Building Plan). At the March 31, 2011 Planning Commission meeting, staff informed the Commission that the applications noted above have been officially withdrawn by the Applicant/Developer. This report and related attachments reflects the new Planning Commission Application No. 2011 -008 (Preliminary Plat of Shingle Creek Crossing) and No. 2011 -009 (Planned Unit Development and Site & Building Plan). Please note No. 2011 -009 is not an application for PUD Amendment to the 1999 Brookdale C -2 /PUD; moreover this is a new and separate Planned Unit Development of its own accord and the proposed Shingle Creek Crossing properties. The following section of this report will provide a detail of the new changes in the Shingle Creek PUD Plan and related issues identified by staff. PC 04 -28 -11 Page 2 ZONING The underlying zoning classification is C -2 (Commerce) District and is within the Central Commerce Overlay District. As previously noted, the current zoning is PUD /C -2 and this is a plan amendment to portions of the 1999 PUD plans. The new PUD provisions would apply to the new Shingle Creek Crossing Development and the existing PUD provisions would continue to apply to the Sears and Kohl's sites. COMPREHENSIVE PLAN The Brookdale Mall properties are identified as "Primary Mixed Use Redevelopment" with Retail Business and the Central Commerce Overlay District identified as a multi use area that could support future opportunities for housing, office /service, retail business, and public & semi- public uses. PLANNED UNIT DEVELOPMENT PROVISIONS Section 35 -355 Planned Unit Development, Subd. 5 Application and Review, Para. a Implementation of a PUD shall be controlled by the development plan. The development plan may be approved or disapproved by the City Council after evaluation by the Planning Commission. Para c. of this section identifies that the following criteria is considered in the initial creation of the PUD and consequently should be considered in subsequent changes to the PUD: 1. Compatibility of the plan with the standards, purposes and intent of this section; 2. Consistency of the plan with the goals and policies of the Comprehensive Plan; 3. The impact of the plan on the neighborhood in which it is to be located; and 4. The adequacy of internal site organization, uses, densities, circulation, parking facilities, public facilities, recreational areas, open spaces, and buffering and landscaping. PLANNED UNIT DEVELOPMENT (REVISIONS) City staff has identified the following changes to the updated PUD Site Plans from the previous March 2011 plans: 1) Significant changes have been made to the Wal -Mart store site. The building is revised from the original 152,036 sf. to 181,943 sf. store space. The lot size has also been increased from 15.48 acres to a new 18.05 acre lot. 2) Bldg. A is enlarged from a 6,033 sf. to an 8,500 sf. restaurant pad. 3) Bldg. B, preliminarily identified as a "bank site" is revised to include a new drive through service and lanes and enlarged from 7,700 sf. to 9,100 sf. 4) Bldg. C is reduced from a 14,490 sf. retail with drive -thru lane to a 12,225 sf. retail site. PC 04 -28 -11 Page 3 5) Bldg. E site revised from 7,885 sf. to 7,890 sf restaurant pad, with a patio area identified. 6) Bldg. F retail building site is revised from 10,905 sf. to 14,000 sf.. 7) The former 45,020 sf. multi -tenant retail building (G, H, I & J) has been disassembled and platted into three separate lots with the following individual buildings: a. the 1.2 acre Midas site has been added to the PUD and replaced with a 45,000 sf. retail building, labeled G; b. Bldg. H is added as a new 11,200 sf, retail site; c. Bldg. I has been eliminated; and d. Bldg. J is revised from a 8,400 sf. restaurant use to a retail site (note: due to the parking allotted to this site inside the platted lot lines). 8) Bldg. K is revised from 10,735 sf. to 11,410 sf. of retail. 9) Bldg. L remains unchanged as a 10,920 sf. retail site;. 10) Bldg. M remains unchanged 7,475 sf. of restaurant. 11) Bldg. N is significantly reduced from 53,850 sf. to 21,515 sf. retail site. 12) Bldg. P has been revised from 31,205 sf. to 29,510 sf. of retail. 13) Bldg. Q remains the same at 35,680 sf. of retail. STAFF ANALYSIS & COMMENTS (PUD) Staff continues to work with the Developer's consultants and development team on adjustments and refinements to various components of the development plans. Primary site development standards, issues and concerns staff wishes to point out to the Planning Commission include the following: • The new buildings inside the PUD are shown with a minimum 10 -foot setback from all property lines, except for Building Q which is shown with a 6 -foot setback along its northerly border. State Building Code standards will apply to this building, which may include limitations to wall opening and construction of special fire rated walls. Nevertheless, even with the reduced 6 -foot reduced setback and all other noted setbacks as shown, Staff accepts these setbacks as part of the overall PUD standards and as illustrated on the PUD Plan. • Building J was initially planned to be a restaurant pad site; however, the PUD plan and plat illustrates this building site is planned or "parked" for a typical retail site (i.e. 4.5 spaces /1,000 sf. vs. 10 spaces /1,000 sf.). If the developer or future owners decide to improve this lot as a restaurant, the building size would need to be reduced considerably PC 04 -28 -11 Page 4 to provide required parking. This reduction could result in the development of a typical fast food restaurant site with probable drive -thru services, which is not what staff envisioned for this area along Xerxes Avenue. Staff is noting this and putting the Developer on notice that any "considerable" change or need of a drive -thru service would require a PUD amendment. • The initial plans illustrated 5 -foot wide walkways along the main roadways leading into the development. Staff had previously requested 8 -foot walkways; however, the Developer elected to provide 6 -foot wide walks, which we agree is adequate for this site. • The parking lot sandwiched between Buildings C and D appears extremely close to the south right -of -way line of Bass Lake Road and the new trail system/easement. The trail also begins to taper (inward) near this parking surface, leaving little space between the parking and trail. The Plan calls for a 5 -foot parking setback with decorative fencing. Staff is unable to determine the extent (beginning to end) of the fencing, nor have we reviewed any details on style, heights, or material of said fencing. We recommend details be submitted and approved by planning staff prior to approvals. This setback/fence area should also provide space for additional landscaping such as spirea or evergreen shrubs to provide year -round screening and to shield headlight spillover onto the adjacent road/trail systems. • There is a noticeable pedestrian disconnect along the east/west spine road located between the Xerxes Ave. entry and tying over to the main north/south access road. The Developer's consultants contend any walkway between these access /drive islands does not convey safe pedestrian movements along this roadway; instead the plans call for walkways which funnel the pedestrian traffic northward towards the existing Applebee's site and eventually over to the front areas of Buildings A, G, B, H and K. Staff recommends that this walkway connection be extended across the site; plus finish the connection in front of the existing Applebee's restaurant. • The parking area dedicated to the new Walmart is immense and massive with little to no landscaping islands or features to break -up this "sea" of parking. Staff recommends the Developer provide landscape islands or similar breaks in the mid - points or at various points within the westerly seven double - parking rows illustrated on the plans. • The loading areas located to the rear of Sears and Bldg. N need additional screening measures. The Developer has identified larger evergreen trees (10' to 12' height) will be installed along the northwesterly corner of the drainage pond. The Circulation Plan sheet calls out truck routes throughout the site, including garbage trucks. Staff is unable to locate or identify any outdoor garbage /refuse facilities. Staff assumes all new businesses will have interior trash receptacles and /or dumpsters. If any commercial site intends to provide outdoor trash/recycling areas, the Developer will need to include specific guidelines and standards in the proposed architectural design guidelines (ADG's), or city staff will provide those in the PUD final documents. PC 04 -28 -11 Page 5 • The Walmart site plan identifies a "recycling area" to the rear building and against the ponding areas. City requires the Developer to provide specifications and details of this area to ensure this area is properly screened and secured in order to prevent any debris or recycling materials from being blown or carried into the drainage pond areas. • The Sign Program plan for the PUD site identifies a number of varying heights and sized signs. Two "major freeway pylon" signs will be 41 -feet in height with up to eight individual tenant identification panels. The "major pylon" signs will be 20 -feet in height with eight individual identification panels. The "pad monument" signs will be 6 -7 feet in height with single tenant panels. All signs need to maintain a minimum 10 -foot setback from property lines. The southernmost freeway pylon sign is located inside proposed Outlot A, which may be encumbered by an overall drainage and utility easement. The City may need to discuss or require an encroachment or license agreement to allow this structure within its easement area. The sign program also identifies a "general landlord/tenant requirements" provision, which provides rules on the determination and responsibilities of future signage within this PUD. However, most of these multi -tenant identification signs will be located on individual platted lots, which may be subject to additional landlord rights and privileges, or create confusing future ownership rights to these signs. In effect, each sign should be identified and carefully provided for under the overall PUD agreement to ensure that no individual lot ownership can usurp the overall tenant rights or usage of these signs and that access to maintain or change signs is granted to all users within the PUD. • Staff notes the photometric plans prepared by the Developer's consultants are very detailed and accurate. Staff has discussed with the Developer's consultants in providing adequate lighting for pedestrians in certain areas, such as the walkways in front of the larger retail buildings. We encourage typical wall mount, downcast style lighting along the front edges of these buildings. There appears to be a "dark area" along the trail corridor running parallel with Hwy 100. This area should have an additional light to eliminate this blank spot. • The preliminary plant schedule and landscaping plan identifies a number of deciduous, ornamental and evergreen trees, along with shrub /perennial plantings. The planting schedule is absent of any quantities, and the plan does not identify the species or types of trees in their respective locations. Staff requests this schedule be revised to include these numbers and identifiers. Staff further suggests the plan be revised to include additional shrub massing along the outer perimeters of the parking lots serving Buildings C, D and E of the plan. PC 04 -28 -11 Page 6 ARCHITECTURAL DESIGN GUIDELINES (PUD) The Developer has re- submitted a revised version of the architectural design guidelines for this project site (attached hereto). In addition, the PUD will include a development agreement with cross easements for access, parking and private utilities, as part of the PUD agreement and subsequent platting of the property. These guidelines are intended to provide site, building and improvement specifications or standards, with specific focus on the following items: • Building orientation and construction materials and a standard on the amount of concrete block that can be used on a wall area. ( use as design feature for base or accent treatment) • Fagade and Front Wall treatments and attention to detail on all sides of the buildings that are visible from public view. • Screening measures. • Landscape and site treatments, including plant materials, placements and maintenance. • Accent lighting to show case the building and enhance the overall character of the PUD. • The consideration to building height and architectural design of the retail buildings to promote a main street entry image and enhance the Town Center look. • Building treatments along Highway 100 (screening of loading & delivery areas, architectural treatment of walls and roof details, and accent lighting). These elements will be complimented by a large pond, landscaping, and fountain to showcase the overall PUD. • Pedestrian and bicycle connections standards. This PUD plan specifies four -sided architecture for all buildings. Staff has discussed with the Developer and their consultants in providing specific building materials and allotments into the architectural design guidelines which would cover all buildings inside this PUD. Essentially, Staff has chosen those requirements found within the City of St. Louis Park's Zoning Ordinance, which include the following two classes (of building materials): • Class I. Brick, marble, granite or other natural stone, textured cement stucco, copper, porcelain and glass. • Class H. Exposed aggregate concrete panels, burnished concrete block, integral colored split face (rock face) and exposed aggregate concrete block, cast -in -place concrete, artificial stucco (E.I.F.S., Drivit), artificial stone, fiber- reinforced cement board siding with a minimum thickness of 1 /4 inch, and prefinished metal. It is Staff's recommendation that Buildings A thru L have at least all four sides with at least 50% of their wall facades in Class I materials. Building N should have its northerly and easterly faces with at least 50% of Class I and all others up to 25% of Class 11 materials. Buildings P & Q should have their front facades with 50% of Class I and all others faces with at least 25% of PC 04 -28 -11 Page 7 Class II materials. Walmart (addressed later) is proposed for at least 50% of its front fagade with Class I and all remaining at least 25% of Class II. Staff is also contemplating or searching for an agreeable architectural panel that would fit within this PUD. At this point, we may need to have this item resolved after PUD Plan approvals with the understanding Staff and the Developer will work on finding or selecting an acceptable architectural panel. Staff has also directed the consultants to revise the Shingle Creek Crossing Exterior Elevation images which illustrate the "CMU (concrete masonry units) Bases" with the preferred ledgestone or "Simulated Stone" materials currently shown on various areas. Staff noted with the Developers at a previous meeting that it should be prudent to modify some of the standards or verb terms in the guidelines (e.g. "should" and "may" to " shall " — along with "should be /are encouraged" to " shall be required "). It is recommended that the Planning Commission continues its previous review form the March regular meeting and provide input or direction to the Developer and city staff of any revisions or modifications to this guideline. These ADG's will be part of the PUD final documents and will provide the necessary tools and reference to resolving building and site issues once the project is underway or in the process of developing out in the future. Staff continues to review these architectural guidelines to ensure that the Town Center image will be enhanced with the development of the out parcels with particular attention to building profiles, building height and streetscape appearance. DETAILS TO THE ENTRANCES AND INTERNAL STREETSCAPING COMPONENTS Further review and definition of the internal streetscaping (lighting, landscaping, and pedestrian movement) which are part of the EDA's public participation to enhance the project and will promote the Town Center image, identity, and ease of internal circulation of vehicles and pedestrians. • An overall plan which highlights the Bass Lake and Xerxes Avenue streetscape improvements (street lighting, boulevard treatment and trail & transit improvements) with the design considerations for the entrances and main internal drives. • The possible enhances to the street lighting poles to accommodate banners, flags, and flower baskets to enhance the overall PUD and attractiveness of this Town Center. ENGINEER'S MEMORANDUM DATED APRIL 25, 2011 Attached is an updated copy of the City Engineer's memorandum which identifies concerns and issues which will be addressed with future site plan submittals. Conditions required by the City Engineer should be made part of any approvals. Please note some or most of these conditions will be reviewed and approved under separate site and building plan reviews for each future lot improvements within the project area, whereas other conditions can be made part of the preliminary plat approval under separate consideration. Other conditions or improvements may be subject to further review and approvals as part of any future platting or PUD amendments (if necessary). PC 04 -28 -11 Page 8 SHINGLE CREEK DAY - LIGHTING An option that would provide a full day- lighting of Shingle Creek and the removal of the two 12'x12' concrete box culverts has been discussed and is now in the feasibility study stage. The concept involves the City, Hennepin County and Watershed and is nearing completion for official submittal. The applicant has identified this area as part of the second phase of development and it does not interfere with proceeding with the scheduling of Phase I improvements. Staff has included for the Commission's review portions of the "Daylighting Shingle Creek Framework" planning document and its related framework brochure, created in September 2008 and adopted by the City in January 2009. This preliminary vision and implementation plan was created to provide a basic plan to help set the tone, vision and implementation for future daylighting of Shingle Creek through the Brookdale Mall site, plus the related amenities and aesthetic enhancements along its corridor. As illustrated on the Alternative Plans, the daylighted creek bed is shown with smaller scaled developments on one or both sides, along with trail and landscaping improvements. This Shingle Creek Crossing PUD plan as submitted by the Developer essentially follows or meets the basic principles and design guidelines established by this framework. PROPOSED SITE AND BUILDING PLAN (Walmart only) The proposed Site and Building plan provides for the orientation of the building to face inward towards the central part of this large PUD development. The new Walmart store is shown with a 181,943 sq. ft. footprint. The store will be served by a large expanse of parking, with 909 spaces dedicated to this user. The parking will accommodate customer (706), employee (182) and handicap accessible (21) spaces. The parking lot will also provide for 36 cart corrals. The store will be accessed from the two main access roads coming off Xerxes Avenue and Bass Lake Road respectively. Customers coming off Bass Lake Road will be allowed to enter onto the east /west (central) roadway, or continue southward to the entry point located near the northeast corner of the store. The vehicles entering from Xerxes will be able to make a number of entering choices along the east/west central roadway due to the large number of access points coming off the individual drive aisles in the parking lot. Walkways are located along the outer perimeters of the parking lot and along the front edge of the building. A larger, centrally placed walkway will be provided to allow pedestrians to walk safely through the parking lot, from the mid -point of the store front to the retail /service uses to the north. Walmart will be served by a number of loading bays /truck wells to the rear of the building. The site plan also illustrates an organic dumpster area and bale and pallet storage areas. As noted in the PUD analysis, staff has not reviewed and details or specifications to these storage areas. Staff is requiring the Developer /Applicants to provide those details as part of conditions of approvals. PC 04 -28 -11 Page 9 The store will also provide a dual lane drive -thru for its pharmacy. The consultants shifted the chiller units to allow more stacking space for vehicles as they enter into the drive thru. The dual lanes will provide vehicles to access the lane closest to the building with an alternative route for vehicles to enter alongside and bypass the waiting vehicle at the first window, cross over the main lane and pull up to a secondary window. The architectural elevation plans do not provide an illustration of this drive -thru feature, but the sign program plans provide an indication that this area is to be a covered drive -thru. Although a bit unorthodox in design, Staff finds no reasons or requirement to deny this improvement and will allow the Walmart to install the drive -thru as shown on the PUD plan. Staff requires more details on this drive -thru and covered area and may request final approvals be deferred until final PUD agreement approvals. • ARCHITECTURAL ELEMENTS The applicant proposes architectural treatment on all four sides of the building, which is consistent with the Architectural Design Guidelines submitted by the Applicants. The architectural treatment of the building includes a multitude of different materials and features, including decorative ledge stone, EFIS (exterior insulation finishing system - sometimes referred to as synthetic stucco), precast concrete panels, quick -brik brands, concrete masonry blocks, spandrel glass and pre - fabbed metal awnings. These materials and colors have been created to break -up the flat, massive wall spaces, straight lines and add depth, texture and dimensions to these large wall space and roof lines. These varying and quality of materials provides substantial improvements to the overall design and character of the old, typical blue or brown colored tip -up wall panels of the old Walmart stores built in the past. Planning staff has offered to allow the Applicants the ability to reduce some of the architectural elements to the rear of this building, with the understanding more Class I building materials are added to the store's front and corner areas. As part of this option, staff would require as a trade -off the installation of additional and larger (taller) landscaping materials along this rear area, especially around the pond areas. Staff is suggesting the "integrally colored CMU split -faced `cream "' material wall, located between the "Home & Living" and "Market & Pharmacy" entrances be replaced with a cream or white brick material. We may also request the "pre -cast panel `buff Napoleon "' on each end of the building front be revised with an acceptable architectural panel that is agreeable to staff and the Developer. However, if the Planning Commission feels this panel as illustrated on these elevation plans are suitable and adequate for this store, we will defer our judgment and recommendations accordingly. • UTILITIES Sanitary sewer and municipal water services will be provided from either existing city main service lines or new stub lines installed by the applicant. The building will be served to provide both domestic and fire - sprinkling services into the building. The grading and utility plans have been given preliminary review and appear to be consistent with general engineering practices and typical construction methods. PC 04 -28 -11 Page 10 • LANDSCAPE PLAN The landscape plan provides for the planting of a variety of deciduous, ornamentals and evergreen trees or shrubs. Most of these plantings are limited to areas along the walkways, the parking lot planting islands, and the rear pond areas. All landscaped areas are to be maintained or have on -site irrigation systems. This landscape plan may need to be adjusted if or when the Developer elects to provide additional screening or landscaping materials as part of the building material swap -out or as part of the loading area issues addressed previously in this report. Staff has requested the Developer provide a man-made water fountain/spout feature as part of the large ponding area to the rear of the building, to serve as an additional water feature element for aesthetic reasons. At this point, the Developer is electing not to install such a feature. Once again staff requests the Planning Commission discuss or determine if this feature is necessary or even desired on this site. Planning staff will ensure that any landscaping provided, pond/water features, or necessary adjustments will be adequate and provided for in the final construction or PUD documents. • LIGHTING The photometric plans illustrate the location of the larger 39 -ft tall lights in the main parking areas. Staff anticipates these lights will be down - cast/cut -off style light standards. The site is also improved with smaller 16 -ft. tall pedestrian lights along the trails and walkways. The building plans or lighting plans do not identify decorative light fixtures to accent the building front and sides. These accent lights, in conjunction with the typical ped light can provide ambient lighting for the abutting walkways. • SIGNAGE The PUD plans included a very detailed sign program plan. The site plan and sign plan calls for two 41 -foot high "major freeway pylon" style signs along the right -of -way edge of Hwy 100. These signs are not limited to Walmart as they also provide individual tenant signage spaces. Larger major pylon signs for tenant sign space are placed at or near the entry points into the overall development. Smaller monument style signs for individual tenants are spaced accordingly to the their respective lot improvements. The front wall signage for the new Walmart is limited, with a larger " Walmart" identifier sign with accompanying golden - yellow sunburst logo above the main entrances. Secondary sings are located or limited to the other portions of the store, such as "Outdoor Living ", Home and Living" and "Market and Pharmacy ". The pharmacy drive -thru is also improved with smaller identification signage. The rear portion of the building is limited to a single, " Walmart" with sunburst logo. No other signage is proposed, and staff commends Walmart (and Developer) in minimizing signage to the rear of this large building. PC 04 -28 -11 Page 11 PUBLIC HEARING & FINDINGS A public hearing on the proposed Shingle Creek Crossing /Brookdale PUD was advertised and notices were sent to surrounding property owners within 300 feet of the subject site for the original April 14, 2011 Planning Commission meeting. Due to the recent inclusion of the Sears property into the PUD, this hearing was postponed to the April 28, 2011 regular meeting. The guidelines provided in Section 35 -208 of the PUD provisions provide that the City Council shall base its actions on the rezoning upon the following criteria: 1. Compatibility of the plan with the standards, purposes and intent of this section; 2. Consistency of the plan with the goals and policies of the Comprehensive Plan; 3. The impact of the plan on the neighborhood in which it is to be located; and 4. The adequacy of internal site organization, uses, densities, circulation, parking facilities, public facilities, recreational areas, open spaces, and buffering and landscaping. The findings and the special conditions of approval for the general development plan will be included in both Planning Commission and City Council resolutions. In addition, the City Council may attach such other conditions to its approval as it may determine to be necessary to better accomplish the purposes of the PUD district. RECOMMENDATION Staff recommends the Planning Commission carefully review the new application request for Planned Unit Development, along with the Site and Building Plans for the new Walmart facility, consider the information contained inside this planning report and its attachments, and determine or require additional conditions as may be necessary. Whereupon consideration and review, Staff further recommends that a motion be made to approve this application by adoption of Planning Commission Resolution No. 2011 -05, a Resolution Regarding Recommended Disposition of Planning Commission Application No. 2011 -009, a Request for Planned Unit Development approval, along with the Site and Building Plan approvals, submitted by Loren Van Der Slik (for Gatlin Development Company) subject to the conditions of approval outlined in the resolution, and which may include additional conditions as per the Planning Commission. PC 04 -28 -11 Page 12 MEMORANDUM DATE: April 25, 2011 TO: Gary Eitel, Director of Business and Development Tim Benetti, City Planner FROM: Steve Lillehaug, Director of Public Works /City Engineer Bruce Johnson, Engineering Department Supervisor SUBJECT: Shingle Creek Crossing PUD Review (revised), City of Brooklyn Center Public Works Department staff reviewed the following PUD documents submitted for review for the proposed Shingle Creek Crossing Development: • PUD plans dated April 2, 2011 The following are comments and conditions of approval for the referenced PUD documents: 1. All buildings must maintain an adequate setback from the property lines as required by state building/fire code for ease of future property and maintenance rights. Final property lines will be subject to final City review and approval conditions of the Preliminary Plan and Final Plat. The only locations that zero lot lines should be acceptable would be in locations where buildings have common walls. 2. The easterly property lines and public easements for Sites M and Q must be further reviewed with updated site plans to ensure adequate separation from the creek features. Updated plans will be subject to final City review and approval conditions of the Preliminary Plan. 3. The "full" daylighting of Shingle Creek is desired through the entire site including the removal of the existing twin box culverts. Should these remain, the box culverts will remain the full responsibility and under the ownership of the property owner. Daylighting of Shingle Creek elements are recommended to be revised to incorporate the creek as more of a feature that is fully integrated into the development as represented in the Hennepin County's Feasibility Study pertaining to Daylighting Shingle Creek. Should the full daylighting plan be pursued, further discussions will be required with the developer pertaining to easements and responsibilities for the full daylighting project. Any update to the plans will be subject to final City review and approval conditions of the Preliminary Plan. 4. The easterly Kohls entrance from County Road 10 must be closed. Closure of the access supports the City's and County's roadway access management goals and also eliminates the trail safety conflict with this skewed access driveway. Adequate full- access is provided at the Shingle Creek Parkway intersection. 5. Revise the westerly main internal roadway connection along Xerxes Avenue extending north from 55` Avenue so the main traffic route is channelized, directed and connects to the main internal roadway directly adjacent to the building southerly of the turn lanes area at the connection at 56` Avenue. The north parking lot access point should be closed within the turn lane area. Updated plans will be subject to final City review and approval conditions of the Preliminary Plan. Shingle Creek Crossing Page 2 of 2 PUD Review Memo, Revised April 25, 2011 6. The major access routes exhibit must include defined truck routes on the sites east of the Shingle Creek Parkway extension (e.g. Kohls and the City owned property). 7. Add an internal sidewalk connection where there is a missing segment on the north side of the main east -west internal road system between the northeast corner of the existing building /retail shops site and Site K. Reconfiguring and minimizing access points within the parking lot along this area may be needed to accommodate a safe pedestrian route. Updated plans will be subject to final City review and approval conditions of the Preliminary Plan. 8. All loading dock and truck turning /backing areas must be fully separated from public customer parking areas, must not direct or invite public parking ingress /egress routes through loading dock and turning/backing areas and must not encroach on main drive aisles. Final access routes and turning movements for all loading dock areas will be subject to final City review and approval conditions of the Preliminary Plan. 9. A cross - access agreement is needed between Site N and Sears due to the location of and access to and from the loading dock area for Site N. 10. The proposed dual drive -thru window layout with crisscross access must be further reviewed to ensure adequate, safe operation. The drive -thru layout will be subject to final City review and approval conditions of the Preliminary Plan and Final Plat. 11. Show and dedicate easements for all existing and proposed public trails and streetscape improvements as necessary. Easements will be subject to final City review and approval conditions of the Preliminary Plan and Final Plat. 12. Temporary and /or permanent easements will be needed to construct the proposed segment of private sanitary sewer service line for Site N along the Sears property. 13. Provide better, more detailed plans for boulevard landscaping between the existing trail and existing parking lot along Xerxes Avenue south of 56 Avenue. 14. Provide boulevard and landscaping elements along the portion south of the ring road along the southerly portion of the site. All items, recommendations and conditions are preliminary planned unit development review comments and are meant to represent and guide the future planning and development of site plans and the corresponding property plat and easements. All conditions are subject to further review, revision and approval as part of any future platting and site plan review. g: \engineering \development & planning \active development projects \shingle creek crossing 2010 \communication \project review & conditions \110425_final rev pud review memo.doc Member introduced the following resolution and moved its adoption: PLANNING COMMISSION RESOLUTION NO. 2011 -07 RESOLUTION REGARDING RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2011 -009 SUBMITTED BY LOREN VAN DER SLIK (FOR GATLIN DEVELOPMENT COMPANY) WHEREAS, Planning Commission Application No. 2011 -009 submitted by Loren Van Der Slik (For Gatlin Development Company) proposes a Planned Unit Development (PUD) to allow the following changes to the Brookdale redevelopment plan: 1. The demolition of approximately 750,000 sq. ft. of the mall including the former JC Penney's, Mervyn's, Macy's and Midas stores. 2. The renovation of approximately 123,242 sq. ft. of the mall located north of Sears with architectural changes to provide exterior identity and access while maintaining an indoor mall component. 3. The planned development of a 402,489 sq. ft. community shopping center /town center that includes a major anchor retailer with groceries, three junior box retailers, six restaurant pad sites, and four multi -tenant retail /service buildings. 4. The day- lighting of Shingle Creek and enhancements to on -site storm water management, landscaping and lighting. WHEREAS, Planning Commission Application No. 2011 -009 submitted by Loren Van Der Slik (For Gatlin Development Company) also proposes a Site and Building Plan approval to allow the construction of a new 181,943 sq. ft. Walmart retail store with outdoor parking facilities, garden center, drive -thru pharmacy and related site improvements; and WHEREAS, Resolution No. 99 -37, established a PUD /C -2 zoning classification for the Brookdale properties on March 8, 1999 and included the following modifications to the development standards for the redevelopment of the Brookdale Planned Unit Development: a) Allowed a 5 ft. rather than 15 ft. green strip at certain locations with a 3 to 3 ' / 2 ft. decorative masonry wall. b) Allowed 4.5 parking spaces per 1,000 sq. ft. of gross leasable area. c) Allowed 60 ft. wide parking dimensions for standard 90 degrees parking and aisle width. d) Allowed two freestanding signs up to 320 sq. ft. in area along Hwy 100. e) Allowed an increase of 15 percent to 20 percent restaurant use without requiring additional parking; and, WHEREAS, Exhibit A, attached to this resolution identifies the commercial uses and intensity of development included in the 1999 PUD application and references the 2004 PUD amendment for a Dairy Queen Chill & Grill, and the 2007 PUD amendment involving the 1 demolition of the Mervyn's site and construction of a 184,000 sq. ft. Super Walmart; and WHEREAS, the applicant has provided the following PUD plans and exhibits, which provide the framework for this Town Center redevelopment to be known as Shingle Creek Crossing: Master Plan, Site Plan, Phasing Plan, Existing Grading Exhibit, Proposed Grading Plan, Storm Sewer Plan, Water Utility Plan, Sanitary Sewer Plan, Lighting (Photometric) Plan, Landscaping Plan, Circulation Exhibit, Major Access Routes, Exterior Building Elevations, Shingle Creek Exhibits for Day- Lighting / Water Features / Bridge Elevation, rendering of the development, Roadway Cross Sections, Signage Program, and Daylighting Shingle Creek Framework Plan (excerpts); and WHEREAS, the proposed Planned Unit Development has been reviewed and found to meet the following PUD criteria for approval of a PUD amendment: 1. The plan is compatible with the standards, purposes and intent of the PUD ordinance; 2. The plan is consistent of the plan with the goals and policies of the Comprehensive Plan; 3. The plan will positively influence /impact the neighborhood in which it is to be located; and 4. The plans and exhibits demonstrates the adequacy of internal site organization, uses, densities, circulation, parking facilities, public facilities, recreational areas, open spaces, and buffering and landscaping. WHEREAS, the Planning Commission held a duly called public hearing on April 28, 2011, whereby a staff report and public testimony regarding the Planned Unit Development Amendment were received; and WHEREAS, the Planning Commission considered the Planned Unit Development Amendment request in light of all testimony received and the provisions of the Planned Unit Development ordinance contained in Section 35 -355 and the City's Comprehensive Plan; and WHEREAS, the applicant has provided the Site and Building Plans for the new 181,943 sq. ft. Walmart retail store with outdoor parking facilities, garden center, drive -thru pharmacy and related site improvements, which include the following: Cover Sheet; Preliminary Plat; Erosion Control Plans; Demolition Plans; Utility Sequence Plans; Site Plans and Site Details; Grading and Drainage Plans and Details; Trail Plan and Profiles; Utility Plans; Lift Station Details; Public Utility Plans and Profiles; Photometric Plans; Typical Sections; Landscape Plans and Details; and WHEREAS, the Planning Commission finds that the Site and Building plans for the new Walmart facility are consistent with the General Development Plans of the proposed Planned Unit 2 Development Amendment noted herein. NOW, THEREFORE, BE IT RESOLVED by the Planning Advisory Commission of the City of Brooklyn Center to recommend to the City Council that Application No. 2011 -009 submitted by Loren Van Der Slik (for Gatlin Development Company) be approved in light of the following considerations: 1. The Planned Unit Development proposal is compatible with the standards, purposes and intent of the Planned Unit Development section of the City's Zoning Ordinance and will allow for the redevelopment of a significant portion of the Brookdale Regional Mall site which is considered to be vital to the stabilization of other commercial properties within the community. 2. The Planned Unit Development proposal will allow for the utilization of the land in question in a manner which is compatible with, complimentary to and of comparable intensity to adjacent land uses as well as those permitted on surrounding land. 3. The utilization of the property as proposed under the Planned Unit Development proposal will conform with city ordinance standards for the most part with the exception of the following allowed variations from the zoning ordinance which are considered reasonable standards to apply to this proposal: A. Allow 5 ft. rather than 15 ft. green strips at certain locations where an appropriate 3 to 3 '/Z ft. high decorative masonry wall shall be installed to offset negative effects along Xerxes Avenue. B. Allows a reduction in the 15 foot parking setback and 35 foot building setback along Bass Lake Road to offset the dedication of additional right of way for the trail improvements to replace the current trail easements. C. Allow 4.5 parking spaces per 1,000 sq. ft. of gross leasable retail area and 10 per 1,000 sq. ft. of restaurant area rather than the 5.5 parking spaces per 1,000 sq. ft. of gross floor area and one per two seats and employee on a major shift for restaurants. D. Allow the 60 ft. wide parking dimension standard for 90 degree parking rather than the 63 ft. and a 52.5 ft wide parking dimension for 60 degree parking rather than the 57 ft. E. Allow two freestanding signs up to 320 sq. ft. in area along T. H. 100 and two Town Center identification signs (one additional) along Bass Lake Road and one Town Center identification sign on Xerxes Avenue. 3 F. Allow an increase from 15 percent to 20 percent of the allowable restaurant use without requiring additional parking at Brookdale based on the uniqueness of Brookdale, the mix of uses and dynamics of multiple stops per person at the Center. G. The Planned Unit Development proposal is considered compatible with the City's Comprehensive Plan for this area of the city. H. The Planned Unit Development appears to be a good utilization of the property under consideration and the Shingle Creek Crossing redevelopment and is considered to be an asset to the community. BE IT FURTHER RESOLVED by the Planning Advisory Commission of the City of Brooklyn Center to recommend to the City Council that approval of Application No. 2011 -009 be subject to the following conditions and considerations: 1. Final site plan review by the Planning Commission and approval by the City Council in accordance with Section 35 -230 Plan Approval of the Zoning Ordinance to include but not necessarily limited to parking, building placement, access, internal circulation, pedestrian walkways, site lighting, landscaping, utility connections, architectural treatment, and building signage. 2. Final review and approval of architectural review guidelines and standards of the Planned Unit Development Plans and Exhibits. The approvals of these architectural guidelines shall include building materials identified as either Class I and Class II materials, as noted in the April 28, 2011 Planning Information Report, and may include an architectural panel acceptable to both City Staff and the Developer. 3. The removal of the Kohl's site from this PUD application with understanding that the site remains under the provisions of the 1999 PUD standards until such time as a PUD amendment is processed to include the site into the overall Shingle Creek Crossing PUD. 4. The easterly entrance form County Road 10 /Bass Lake Road serving the Kohl's store site must be closed. 5. Building J shall remain as a retail building site due to the limited number of parking spaces illustrated on the separate platted lot. Any change to a restaurant type use will require separate PUD Amendment consideration. 6. The applicants shall revise the walkways leading into this site from 5 -ft. widths to 6 -foot walkways. 4 7. The applicant shall install additional bollard /pedestal style lights along the walkway edges, or wall mount, downcast style lighting along the front edges of those buildings that abut internal sidewalks. 8. A walkway from the Xerxes Ave. entry be installed along the northerly portion of this east/west access roadway to complete the connection over to the main north/south roadway. 9. The walkway to be installed in front of Bldgs. P and Q shall be included in the Phase I plans. 10. Landscape islands or similar breaks in the mid - points or various points throughout the Walmart dedicated parking lot shall be installed. 11. The applicant shall provide details for the proposed "recycling area" to the rear of the Walmart facility. 12. Any outside trash disposal facilities shall match the building materials of the new buildings and appropriately screened from view. All facilities shall be subject to final City review and approvals as part of any future Site /Building Plan consideration. 13. The proposed dual drive -thru window layout with criss -cross access for the Walmart store shall be further reviewed to ensure adequate, safe operation. This drive -thru layout will be subject to final City review and approvals as part of the Preliminary Plan (Plat) and Final Plat. 14. Review and approval of storm water management and drainage conceptual improvements by Shingle Creek Watershed Management Commission with final approval before the issuance of demolition and building permits. 15. eview and approval of the proposed intersection improvements at Shingle Creek Parkway and Bass Lake Road by Hennepin County. 16. Review and approval of the necessary grading plans, water and sanitary sewer utility plans, storm water management and erosion control plans, and intersection designs by the City Engineer as a condition to the issuance of permits for construction, grading, or demolition. 17. The applicant shall show and dedicate easements for all existing and proposed trails and streetscape improvements illustrated on the PUD Plans. Easements shall be subject to final City review and approval conditions of the Preliminary Plan (Plat) and Final Plat. 18. Updated plans and amendments will be subject to final City review and approval conditions of the Preliminary Plan. 5 19. The applicant shall enter into or provide documentation of an executed private agreement with Sears on a cross - access agreement between Site N and Sears to accommodate commercial truck loading areas. 20. Final PUD and site plan approvals are exclusive of all signs for this site, which shall remain subject to Chapter 34 of the city ordinance. The final placement and installation of any sign shall be subject to final City review and approvals. 21. Any updates or major (significant) changes to the proposed Shingle Creek Daylighting Plan and/or its related water features and amenities shall be subject to separate consideration and final City review and approvals in conjunction with a PUD Amendment and Preliminary/Final Plat application. 22. The applicant shall enter into a PUD development agreement with the City of Brooklyn Center to be reviewed and approved by the City Attorney. Said agreement shall acknowledge the various modifications to City ordinances, the PUD requirements for site plan review, the framework of the PUD (Development Plans and Exhibits), cross parking and access agreements, responsibilities for private infrastructure and roadways., and conditions of approval to assure compliance with the approved development plans. Date Chair ATTEST: Secretary The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. 6 Planning Commission Resolution No. 2011 -06 Exhibit A On March 8, 1999, the City Council accepted the Planning Commission recommendation and adopted Resolution No. 99 -37 which approved the Planned Unit Development/Rezoning application to change the zoning of the Brookdale Mall properties from C -2 (Commerce) District to PUD /C -2. The 1999 PUD development plans provided for the expansion, redevelopment and rejuvenation of Brookdale Center and included the following components: - the reconfiguration of the west end of the mall to include an 89,650 sq. ft. second floor to include a 20 screen, 4,252 seat movie theater; - a 13, 200 sq. ft. addition to the north entrance to the mall for two restaurant sites and a new food court; - 13,000 sq. ft. addition for general retail use and revised entry way along the southerly side of the complex; - a 4,650 sq. ft. freestanding Applebee's restaurant; and - conceptual approval for three other buildings shown on the plan as buildings No. 3 (west of the Northway entrance onto Bass Lake Road) and 4 and 5 ( adjacent to the eastern entrance service road), subject to review and approval in the form of a PUD amendment by the Planning Commission and City Council; and - the following PUD adjustments to the C -2 development standards were part of the 1999 PUD Development Plan: - Allowed a 5 ft. rather than 15 ft. green strip at certain locations with a 3 to 3 ' / 2 ft. decorative masonry wall. - Allowed 4.5 parking spaces per 1,000 sq. ft. of gross leasable area. - Allowed 60 ft. wide parking dimensions for standard 90 degrees parking and aisle width. - Allowed two freestanding signs up to 320 sq. ft. in area along Hwy 100. - Allowed an increase of 15 percent to 20 percent restaurant use without requiring additional parking. On July 26, 2004 the City Council accepted the Planning Commission recommendation on a PUD amendment for a 4,195 sq. ft. Dairy Queen Grill and Chill restaurant on the site referenced as Building 3 (west of the Northway entrance onto Bass Lake Road.) That proposed development did not proceed and site remained an overflow parking area. On August 27, 2007, the City Council accepted the Planning Commission recommendation and adopted Resolution No. 2007- 112, which approved an amendment to the PUD involving the demolition of the former Mervyn's (Donaldson's) Department Store to facilitate the construction of an 184,600 sq. ft. Walmart Super Center. The proposal involved the creation of a 14.27 acre lot and involved the closure of the Northway intersection (Mall entrance). 7 Planning Commission Resolution No. 2011 -06 Exhibit A On August 27, 2007, the City Council accepted the Planning Commission recommendation and adopted Resolution No. 2007- 112, which approved an amendment to the PUD involving the demolition of the former Mervyn's (Donaldson's) Department Store to facilitate the construction of an 184,600 sq. ft. Walmart Super Center. The proposal involved the creation of a 14.27 acre lot and involved the closure of the Northway intersection (Mall entrance). The proposed development was legally challenged by Sears under the terms and conditions of the Master Operating Agreement for the Brookdale Center and subsequently the application was withdrawn. In 2008 -09, the Brookdale Mall properties were turned back to the lender, formal foreclosure proceedings occurred, the General Operations Agreement for the Mall expired, and the new property owner, Capmark Financial, retained a commercial real estate company to market the property. In 2010, Gatlin Development Company acquired the Macy's Site (former Dayton's lot) and entered into agreements with Capmark Financial to acquire the balance of the Mall, excluding the Sear's and Midas lots. In March 2011, Gatlin Development acquired the rights to the Midas parcel property, thereby securing its right to add said parcel into the PUD Amendment application. 8 Member Dan Ryan introduced the following resolution and moved its adoption: RESOLUTION NO. 2009 -21 RESOLUTION ADOPTING THE SHINGLE CREEK DAYLIGHTING STUDY FRAMEWORK PLAN AS A DEVELOPMENT GUIDE FOR CREEK ENHANCEMENTS AND PLANNING FOR THE REDEVELOPMENT OF THE BROOKDALE MALL AND OPPORTUNITY SITE WHEREAS, Portions of Shingle Creek have been altered from its natural meandering alignment and wetland characteristics by the channelization and the routing of the creek through buried drainage structures; and WHEREAS, Hennepin County retained the services of SRF Consulting Services to study the feasibility of daylighting and implementing environmental enhancements to segments of the creek within the City of Brooklyn Center as part of their goals to spur economic development, improve the livability and quality of life for area residents and enhance natural systems; and WHEREAS, the Shingle Creek Daylighting planning process divided the creek into four segments: Reach IA Centerbrooke Golf Course Reach 1 B Brookdale Shopping Center Reach 2A Southern portion of Central Park adjacent to the Opportunity Redevelopment Area Reach 2B Northern portion of Central Park south of Interstate 694 and adjacent to the city's athletic fields; and WHEREAS, on October 13, 2008, the City Council Study Session included a presentation by Hennepin County staff and consultants of the Shingle Creek Framework Plan which included plan alternatives for varying levels of staged enhancements and redevelopment strategies within the four study areas; and WHEREAS, on December 8, 2008, the City Council discussed the use of the Shingle Creek Development Framework Plan as a planning and development guide for creek enhancements, Watershed Storm Water Management and development guide for future planning of the Brookdale Shopping Center site, the Opportunity Site and Master Plans for Central Park and the Centerbrooke Golf Course. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Brooklyn Center hereby adopt the Shingle Creek Daylighting Study Framework Plan as a development guide for creek enhancements and planning tool for the redevelopment of the Brookdale Mall and the Opportunity Site. RESOLUTION NO. 2009 -21 Januga 12 2009 Date Mayor ATTEST: - Jk�� City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member Mark Yelich and upon vote being taken thereon, the following voted in favor thereof: Tim Willson, Kay Lasman, Tim Roche, Dan Ryan, and Mark Yelich; and the following voted against the same: none; whereupon said resolution was declared duly passed and adopted. 9 = 'ww 6 icon nect with Shingle rem k w The ❑aylighting Shingle Creek Frunc- '' work Plan envisions a restored creek in Brooklyn Center (I -694 to the southern city border} that will: •Revitalize the area's identity. • Create an amenity that builds on recreational and retail assets. I • Catalyze economic development. • .Restore a healthy habitat for aquatic life. The framework plan builds on recom- ` mendations made in prior studies, details technical feasibility, and provides implementation recommendations. September 12, 2008 Project Vision The framework plan divides the creek into four segments (known as reaches) of similar characteristics and recommends This pr( enhancements for each segment as well as implementation tasks and responsibilities. Reaches lA and 2B primarily focus Departr on enhancements that improve the water quality and habitat in a currently degraded waterway. The plan calls for realign- of dayli{ ing the creek through the City's Opportunity Site (Reach 2A) and daylighting the creek through the Brookdale Mall site (Reach 113). This ecologically friendly infrastructure will create a unique identity for new retail and entertainment develop - in a rep ment while also improving environmental conditions throughout the site. Feasibil: Issue Vision Implementation • Poor water quality • Provide pools and riffles creek in the Short-Term to enhance tat an creek k h habitat k 81 •Poor wildlife habitat •Develop construction plans and cost estimate for creek • Poor visual connection to creek aeration. enhancements. • Add /remove woody vegetation, • Solicit grants to help fund construction. •Debris in creek as needed, along creek to enhance • Remove debris. habitat. • Widen the native vegetation buffer Mid -Term along the creek. •Perform construction. • Creek aesthetic compromised by • Realign the creek through the Short -Term channelization Opportunity Site. • Research Opportunity Site land uses that are financially • High concentration of • Orient new development towards feasible and support the vision. impervious surfaces in adjacent the creek. Mid -Term land uses • Create a pedestrian network in the • Update Opportunity Site Master Vision Plan to — — • No direct visual connection Opportunity Site that connects incorporate realigned creek, updated land uses and between Shingle Creek Parkway back to Central Park. transportation networks. - -- and creek • Create a stormwater conveyance • Select Opportunity Site developer. greenway that connects the Earle • Solicit grants to help fund construction. I Brown Heritage Center to the creek. Long -Term j • Work with developer to implement Opportunity Site Master Plan. tR aFrk F • Buried Creek provides no • Daylight creek through the Short-Term amenity value for Mall Brookdale Mall site. B •Continue discussions with mall owner regarding creek • Mall parking shortage (per • Orient new retail /entertainment daylighting opportunity. zoning) may limit space for towards creek. • Revise code to reduce parking requirements for mall daylighting creek - Capitalize on the new open space •Box culvert is a barrier to fish amenity: Mid -Term migration • Provide outdoor patios and public • Work with mall developer on site plan review and space. approval. • Reconfigure Mall entrance and ring • Solicit grants to help fund construction. DM road to accommodate creek and Long -Term new development. • Creek daylighting implementation. • Develop multi -use paths along the new creek. p • Poor water quality • Provide riffles to enhance creek Short -lerm 1 „ • Poor wildlife habitat aeration. • Develop construction plans and cost estimate for creek • Poor visual connection to creels • Add /remove woody vegetation, enhancements. as needed, along creek to enhance • Solicit rants to he fund construction. • Debris in creek habitat. P DAtE Remov debris. � • Widen the native vegetation buffer Mid -Term along the creek. • Perform construction. i Shingle Creek Shingle Creek Reaches — Existing Concept M' t 69 4 , p 2 ^ t - r , • f • Henn.Co' al t i y Gov't Center I J C �. r , itY ` 'v Y 'i1 r O B 1B . a n 1 A y x F X 1A Ln � f V 1 _ .i` Hennepin County Department of Housing, Community Works &Transit This project is a continuation of a study performed for the Hennepin County Contact Information: Patrick R. Connoy Department of Housing Community Works, and Transit that examines the feasibility Senior Administrative Manager of daylighting Bassett Creek, Bridal Veil Creek, and Shingle Creek, which resulted 417 North Fifth Street, Suite 320 in a report titled, Daylighting Creeks in Hennepin County: Recommended Locations for Minneapolis, MN 55401 -1362 Feasibility Study— Cornejo Consulting (2006). 612. 348.2215 cell 612.267.7012 fax 612.348.9710 patrick .convoy @co.hennepin.mn.LIS Investing in the Future I Hennepin County works to build up the tax base of private parcels within`' the County through strategic invest - i mcnts in public realm and infrastructure elements. The graphic to the left shows the Hennepin County infrastructure investment strategy. " I, CR 10/ BASS LAKE ROAD IUFTAX ,. kI w Maoo sF •- t e " � , . RESTALNNIANF Ak 4L e TRAFFIC ROUNDABOIR - j "✓ OUFOOORW= t '.: ENTAYFEAT,URE : MIL PLANTINGS —..i 6,400 5F " FAIA'WAr OUTDOOR9ATIO PE DESTRIAN `a N• DAY - LIGHTED SHINGLE CREEK RFWL t . 6.400 SF AIM RES. OVEOOK LACC SIB h , TMIL n I t t5 1 f Y P t* TRAIL )ALE + { ®CONSULTING GROUP, INC. Bmokdn(r Melt trctk dxy[igbting cartcr�t ENGINEERS I PLANNER I DE 5 1 G N E R 5 Chapter 4: Preferred Framework Plan Reach 1 B Alternative A (see Figure 24) 1 • This concept is based on the assumption that the existing Kohl's store remains in place. • Two new entertainment -based retail buildings, oriented towards the creek, replace Ref's Sports Bar and Grill on the It east side of the creek. • The entrance drive from Bass Lake Road is reconfigured to better accommodate the cars stacking at the signal on Bass 1r Lake Road and also increase vehicular and pedestrian safety within the parking lot by minimizing decision points and clarify turning movements. t FIGURE 24: Reach I B Alternative A t� TRANSITSTAT ' �tf le si r�111 M I PARKING - - - 4 - - -- — — KOHL'S / 67,400 SF i DAYLIGHTED A i �s, "PARKING I SFTINGLE CREEK r ISTINGTUNNELTO REAIN (HIGH FLOWS) o.i �3' r °�. I ` POTENT RAN & S DRIVE BICYCLE v CIRCULATION > . - / r )ALE MALL t! 0 f ` � ' `r r . y 0 100 200 300 h Dayligh Shingle Creek ® -- N�jsog, ComrnunvtV UA rks Tro sit �� p rt� 4 Reach 1B Alternative B (see Figure 25) • This concept assumes that the Kohl's store is replaced with a entertainment /office mixed -use development that is oriented towards Bass Lake Road and TH 100. • Two new entertainment -based retail buildings, oriented towards the creek, replace Ref's Sports Bar and Grill on the east side of the creek. • A traffic roundabout is created within the mall parking lot to safely accommodate and organize the various internal circulations routes (i.e. mall ring road, mall entrance drive and access to businesses east of the creek. FIGURE 25: Reach 113 - Alternative B NSifi $TAT t ( r F Oj� ' .. a/ i:. .,�•," .23500 SF V �YAETAIL TRAFFIC ROUNDABOUT I ' > .4ao e / RARKMIG�.� _ =�- ��' DAYLIGHTED a a SHINGLE CREEK �� ISTINGTUNNELTO P 4 r REMAIN (HIGH FLOWS) s a } POTENTIAL 2ND ACCESS DRIVE t�� ;. _ t _ �P�DESTRIgN &BICYCLE CIRCULATION t �y'A F� e ' DAI,E MALL !` o ,A _ u r' t f _J i pax 0 100 200 300 h ____ Chapter 4: Preferred Framework Plan � ,. � Reach 1B Alternative C (see Figure 26) • This concept assumes that the Kohl's store is replaced with a entertainment /office mixed -use development that is oriented towards Bass Lake Road and TH 100. • Two new entertainment -based retail buildings, oriented towards the creek, replace Ref's Sports Bar and Grill on the east side of the creek." • A traffic roundabout is created within the mall parking lot to safely accommodate and organize the various internal circulations routes (i.e. mall ring road, mall entrance drive and access to businesses east of the creek.' FIGURE 26: Reach I B- Aftemative C TRANSITSTATIOM { 1 = ri > BASS LAKE ROAD y � u �^ 20,0000 5F ' TRAFFIC ROUNDABOUT PARKING rtPf. DAYLIGHTED SAINGLE CREEK F �54UC ISTING TUNNEL TO ! 1✓ ,, '' ...,.'' r RRMAIN (HIGH FLOWS) (�' +�,,., PARI�! G POT IAL 2N6 ACCESS DRIVE / PARI(ING LM !° PEDESTRIAN & BICYCLE o f 0 CIRCULATION) ALE MALL n , /P I O� 2 0 0 300 ft I?aylighting Shingle Creek I+ennzP n County Deportment of Housing. Community WbeKs & Tmnsrt i SHINGLE CREEK CROSSING SIGN PROGRAM A. INTRODUCTION B. GENERAL LANDLORD/TENANT REQUIREMENTS: The intent of this sign criteria is to provide the guidelines necessary to 1. Each Tenant shall submit to landlord for written approval, three (3) copies of the achieve a visually coordinated, balanced and appealing sign detailed shop drawings of the proposed sign, indicating conformance with the sign environment, harmonious with the architecture of the project, while criteria herein outlined. maintaining provisions for individual graphic expression. 2. The landlord shall determine and approve the availability and position of a Submittal drawing(s) to indicate accurately scaled signage on the Tenant name on any ground sign(s). elevation shall be required. 3. The Tenant shall pay for all signs, related materials and installation fees including final inspection costs. Performance of this sign criteria shall be rigorously enforced and any nonconforming sign shall be removed by the tenant or his sign 4. The Tenant shall obtain all necessary permits. contractor at their expense, upon demand by the landlord. 5. The Tenant shall be responsible for fulfillment of all requirements of this sign Exceptions to these standards shall not be permitted without approval criteria. from the landlord and will require approval of a modification to the sign program application by the City. 6. It is the responsibility of the Tenant's sign company to verify all conduit and transformer locations and service access prior to fabrication. Accordingly, the landlord will retain full rights of approval for any sign 7. Should a sign be removed, it is the Tenant's responsibility to patch all holes, used in the center. paint surface to match the existing color, and restore surface to original condition. No sign shall be installed without the written landlord approval and the required City permits. ARCHITECTURAL (" SHINGLE CREEK CROSSING SIGN CRITERIA oaa: CONSORTIUM L.L.C. `�LJ 901 North 3rd Street 612-136 -4030 GATLIN DEVELOPMENT COMPANY Minneapolis, MN 55401 Fax 612 -692 -9960 BROOKLYN CENTER, MN SCALE: N.T.S. SC- Architectural Consortium, L.L.C. 2010 SHINGLE CREEK CROSSING SIGN PROGRAM C. GENERAL SIGN CONSTRUCTION REQUIREMENT: 1. All signs and their installation shall comply with all local building and electrical codes. 9. All lighting must match the exact specification of the approved working drawings. NO EXPOSED CONDUITS OR RACE WAYS WILL BE ALLOWED. 2. All electrical signs will be fabricated by a U.L. approved sign company, according to U.L. specifications and bear U.L. Label. 10. Signs must be made of durable rust - inhibited materials that are appropriate and complimentary to the building. 3. Sign company to be fully licensed with the City and State and shall provide proof of 11. Color coatings shall exactly match the colors specified on the approved plans. full Workman's Compensation and general liability insurance. 12. Joining of materials le.g., seams] shall be finished in such a way as to be 4. All penetrations of building exterior surfaces are to be sealed, waterproof, and in color unnoticeable. Visible welds shall be continuous and ground smooth. Rivets,screws, & finish to match existing exterior. and other fasteners that extend to visible surfaces shall be flush, filled, and finished so as to be unnoticeable. 5. Internal illumination to be 30 milliamp neon, fluorescent tube or LED for storefront elevations and #3500 white neon or LED halo for freeway elevations. Installed and 13. Finished surfaces of metal sholl be free from canning and warping. All sign labeled in accordance with the "National Board of Fire Underwriters Specifications ". finishes shall be free from dust, orange peel, drips, and runs and shall have auniform surface conforming to the highest standards of the industry. 6. Painted surfaces must have an acrylic polyurethane finish or baked -on finish. 14. In no case shall any manufacturer's label be visible from the street from normal 7. Logo and letter heights shall be as specified and shall be determined by measuring viewing angles. the normal capital letter of a type font exclusive of swashes,ascenders and descenders. 15. Exposed raceways and conduit are not permitted unless they are incorporated See diagram on following page. into the overall sign design. 8. All sign fabrication work shall be of excellent quality. All logo images and type - styles 16. Exposed junction boxes, lamps, tubing or neon crossovers of any type are not shall be accurately reproduced. permitted. ARCHITECTURAL `UJ SHINGLE CREEK CROSSING SIGN CRITERIA b CONSORTIUM L.L.C. ` 11-BY KA 901 North 3rd Street 612- 436.4030 GATLIN DEVELOPMENT COMPANY S C- 1 .2 Minneapolis, MN 55401 Fax 612- 692.9960 BROOKLYN CENTER, MN SCALE: N.T.S. Architectural Consortium, L.L.C. 2010 SHINGLE CREEK CROSSING SIGN PROGRAM D. SHOP TENANTS SIGNAGE SPECIFICATIONS: The intent of this criteria is to encourage creativity to ensure the individuality of In order to allow creativity and artistic designs, ascending and descending each tenant sign as opposed to similar sign design, construction, and colors shapes will be allowed to extend up to 25% beyond the envelope limits provided repeated throughout the project. Signs must be architecturally compatible with that the overall allocated square footage is not exceeded. In other words, these the entire center. areas have to be calculated individually. The following types of construction will be allowed: Ascender Acrylic face channel letters Through face and halo channel letters _ Reverse pan channel letters Skeleton neon behind flat cut out shapes and letters. T � Open pan channel letters (Only in an artistic letter style / font) Y J Push thru letters and logos in aluminum cabinets Flat cut out dimensional shapes and accents Descender Metal screen mesh accents Exposed skeleton neon accents Ascender: (The part of the lowercase letters, such as b, d, and h. that The idea of using dissimilar materials and creating signs with extends above the other lowercase letters). varying colors, layers and textures will create an exciting and Descender: (The part of the lowercase letters, such as g, p, and q, that extends appealing retail environment. below the other lowercase letters). ISSUED G— ARCHITECTURAL ( SHINGLE CREEK CROSSING SIGN CRITERIA CONSORTIUM L.L.C. `��LLJJ " 901 North 3rd Street 612436 -4030 GATLIN DEVELOPMENT COMPANY BROOKLYN CENTER MN SCALE: N.T.S. SC -1.3 Minneapolis, MN 55401 Fax 612. 692.9960 , Architectural Consortium, L.L.C. 2010 SHINGLE CREEK CROSSING SIGN PROGRAM E. PROHIBITED SIGNS: 1. Signs constituting a Traffic Hazard 8. Light Bulb Strings: No person shall install or maintain, or cause to be installed or maintained, any sign External displays, other than temporary decorative holiday lighting which which simulates or imitates in size, color, lettering or design any traffic sign or signal, consists of unshielded light bulbs are prohibited. An exception hereto may be granted or which makes use of the words "STOP ", "LOOK ", "DANGER" or any words, upon review and at the sole discretion of the Landlord. phrases, symbols, or characters in such a manner as to interfere with, mislead or confuse traffic. 9. Banners, Pennants &Balloons Used for Advertising Purposes: Temporary flags, banners, or pennants a combination of same constitutin an 5 P 2. Signs in Proximity to Utility lines: architectural feature which is an inte a! art of the design character of a�pr�a ec may be permitted subject to Municipal Code landlord's, and City approval. Signs which have less horizontal or vertical clearance from authorized communication or energized electrical power lines that are prescribed by the IO.Biliboard Signs are not permitted. applciable laws and or code are prohibited. 11. The use of permanent "sale" sign is prohibited. The temporary use of these signs are limited to a thirty -day period and is restricted to signs affixed to the interior 01 3. Painted letters will not be permitted. windows which do not occupy more that 20% of the window area. Each business is permitted a total of not more than ninety (90) days of temporary window sale signs per 4. Wall signs may not p�oie ' t above the top of a parapet, the roof line at the wall, or calendar year. roof line. 12. No cabinet construction only allowed. 5. There shall be no signs that are flashing moving or audible. F. ABANDONMENT OF SIGNS: 6. No sign shall project above or below the sign -able area. The sign -able area is delined in the attached Exhibit for major and shop tenants. Any tenant sign left after thirty (30) days Pram vacating premises shall become the property of Landlord. 7. vehicle Signs: G. INSPECTION: Signs on or affixed to trucks, automobiles, trailers, or other vehicles which are used to advertise, identify, or provide direction to a use or activity not related to its lawful Landlord reserves the right to hire an independent electrical engineer at the Tenant's activity are prohibited. sole expense to inspect the installation of all Tenant's signs. iSSUED ARCHITECTURAL ( SHINGLE CREEK CROSSING SIGN CRITERIA CONSORTIUM L.L.C. `11LLll I—ED BY 901 North 3rd Street 612436.030 GATLIN DEVELOPMENT COMPANY BROOKLYN CENTER MN SCALE: N.T.S. SC-1 .4 Minneapolis, MN 55401 - Fax 612 -692 -9960 , Architectural Consortium, L.L.C. 2010 SHINGLE CREEK CROSSING SIGN PROGRAM 4'AETURNS SECTION A 5" RETURNS I -M' PEG OFFWALL 1 /d' %5- i /R'SCRIWS NEW SINGLE FACED INTERNALLY ILLUMINATED LEXAN FACED CHANNEL LETTER DISPLAY F — E NS1aLLWFTH9 SCREW + INTO fNSFAFxII WITH3- PANSIOH S111ELDSIEACH LFTTERI AIUmIHVM[HANN[l INTO PLASTIC ANCHOR ALl1MINVM CHANNEL -- - USE STANDARD ALUMINUM CONSTRUCTION WITH MATHEWS (OR EQUIVALENT) SEMI GLOSS TRIM -CAP ALUMUWMRACTWAY �ALUMINUMRACFWAY 1/d X1• IAGSMTUFXPA N510NSHIFIDS 1/B X R INTO EXPANSION SHIELDS ACRYLIC POLYURETHANE FINISH, FACES USE TRANSLUCENT LEXAN WITH 314" TRIM CAP. GTO -IS WIRE IEKAN BALkUP OTO- ISWIRE STANDARDOL0.555TaND TRANSFORMER TIAFJSFORMER ILLUMINATE WITH 30 ma NEON OR LED LAMPING WHERE APPROPRIATE, PAINT RETURNS AC RVuCFACF OISCONNFCTSW CH CL01ILSANBACXS DISCONNECTSlYI1CH NEON TUBE kEONTUBF CONOUrt W!G1DIH9DE flECT4OBtt5 SECTION B WEEPHOLf5 P -K HOUSING WEEPHOLES 314' CONDUIT THRU VIA IL FACIA FACIA —_ NEW SINGLE FACED ILLUMINATED WALL DISPLAY USE FLAT CUT OUT 0.090 ALUMINUM SFCtIOND SECTION A U GRAPHICS WITH NEON OR LED AS APPROPRIATE BEHIND, PAINT ALUMINUM MATTHEWS (OR SIGH TO BE L APPROVED AND BEAR UL IABFI SIGN TD IF U APPROVED AND BEAR U1 LABEL REVERSE PAN CHANNELS EQUIVALENT) SEMI GLOSS ACRYLIC POLYURETHANE,USE NEON WITH PK TYPE HOUSINGS. LEXAN FACED CHANNEL LETTERS THROUGH FACE AND HALO ILLUMINATION PK HOUSINGS RETURNS SECTION C NTO EXPANSIONSHIFIDS �1.3 /R'PEGOFFWALI METALRACEWAY INSTALL WITH3.1/B'X 3- 1 /2- SCRFWS NEW SINGLE FACED INTERNALLY ILIUMINATED LEXAN FACED CHANNEL LETTER DISPLAY WITH GTO- ISWIRE THROUGH FACE AND HALO ILLUMINATION. USE STANDARD ALUMINUM CONSTRUCTION WITH 5TANDARTIMASSSTANU 3fLAG113 TRANSFORMER ALUMINUM CHANNEL 1/4 X2'LAGS INTO EXPANSION SHIELDS fLATCUTOUT DISCONNECTSW17CH K0.N BaCKIIP AJUTAINUTACACEWAY MATTHEWS (OR EQUIVALENT) SEMI GLOSS ACRYLIC POLYURETHANE FINISH, FACES USE AIUMINU OVERJUBF CONDIII W/GTOINSIDF 2 CLEAR PLEX P THROUGH— OTD•15WIRF LEXAN WITH 3/4" TRIM CAP, ILLUMINATE WITH 30 ma NEON OR LED WHERE APPROPRIATE p -K HOUSING CL[AR IEKAN BACKS TRANSFORMER THROUGH FACE AND HALO, PAINT RETURNS FASCI4 DISCONNCCTSLYITCH SCREWS INIOPLASTIC ANCHORS NFONTUBF EIECTROBITS SECTIONS WIfPHOLES S /A'CONDUIT THRU WALL SECTION D SIGN TO B[ UL APPROVED AND BEAR UL LABEL FACIA SECTION F _ NEW SINGLE FACED INTERNALLY ILLUMINAItD ALUMINUM FACED CHANNEL LETTER DISPLAY EKPC9D 14LON WIN ALUMINUM FACE OVERLAYS WITH THROUGH FACE AND HALO ILLUMINATION. USE STANDARD ALUMINUM CONSTRUCTION SIGN to BE UL APPROVED AND BEAR UI LABEL — 4 eFTURNS REVERSE PAN CHANNELS WITH MATTHEWS (OR EQUIVALENT) SEMI GLOSS ACRYLIC POLYURETHANE FINISH. ROUTE OUT THROU PUPU FACE AND HALO NAI ON 1 - /d' PFG OW WAJI FACE THROUGH GRAPHICS PHICS WHERE GRAPHICS OCCUR AND BACK UP WITH LEXAN, ILLUMINATE WITH 30 me NEON OR LED � WTHd I_ %Salt" SCREWS WHERE APPROPRIATE THROUGH FACE AND HALO. PAINT ALUMINUM FACE AND RETURNS.( INTO PLASTIC ANCHORS ANCHOR BOLT /BRACKET -SIZE ALUMINUM CIWNNTL Ill X 2 LAGS INTO EXPANSION SHIELDS GSVBMITTED TO JUP.ISDICTION TRINCAP AIUMINU/ARACIWAY PAIN 7E0.071 ALUM. FOR ApAROVAT SECTION E OTO- TSWIRE SIGNRETURN IEXANFACES fIUORESCENTT VBING MOVHTEO FR4NSi0CMFR ACRYLICSIGNTACE ONALUM WIRFNGTRACKIALL SAME AS "D" EXCEPT ROUTE OUT WHERE GRAPHICS OCCUR AND CLEA0. LEX NEON TUBE EONTUBE ELFCTROBITS 05CONNICTSWITCH E14CLVSEDWIRINGI FLUOQFSCENTLIGH RD TBALLASI FLEX COMIDUITS1IPPL PUSH THROUGH 112" CLEAR PLEX WITH APPLIED VINYL OVERLAYS. FURNISHED BYSIGNSHOP. INLETTER.STUDBEDTHROUGH WEEPHOLES 3/4' CONDUIT I HRV WALL AND CAULKED BYSIGN INSTALLER FACIA PAINTIDAIUM fACIA SECTION F EXTRUSIONRETURN 4-X4'JUNCTION60xSUPPLIFD SECT ONC SEAIANTALLSIDES AHDINSTAlIFDBY G.C.'S FIE[iRICIAN. NEW SINGLE FACED INTERNALLY ILLUMINATED ACRYLIC FACED CHANNEL LITTER DISPLAY SION TO DE Ut APPROVED AND BEAR UI LABEL _ SECTION f USE STANDARD ALUMINUM CONSTRUCTION WITH MATTHEWS (OR EQUIVALENT) SEMI GLOSS THROUSHNF� C +uum�TIGN AGM SIGN TO BE UL APPROVED AND BEAR Ut LABEL ACRYLIC FACED H T ELS ACRYLIC POLYURETHANE FINISH OR BAKED -ON RNISH, FACES USE TRANSLUCENT ACRYLIC PLASTIC FORMED OYFR512ED HOlFFlLLE9 OR LED ILLUMINATION IU WITH 3l4" TRIM CAP, ILLUMINATE WITH CWHO FLUORESCENT TUBES OR LED, PAINT RETURNS GRAPHICS W /SILICONFADHESWE SECTION G FY P.9 /1f'THRFADEn STUD NEW SINGLE FACED NON - ILLUMINATED WALL DISPLAY USE PLASTIC FORMED GRAPHICS, FLUSH MOUNTED SE[TIDIIG SIGN TO BE UL APPROVED AND BEAR UL LABEL NON- MUMINATED PLASTIC FOWFO GRAPHICS ;o-m1BAl ARCHITECTURAL SHINGLE CREEK CROSSING SIGN CRITERIAR WN BY F9 CONSORTIUM L.L.C. DHECKEDB1 �^ 901 North 3rd Street 612.436.4030 GATLIN DEVELOPMENT COMPANY Minneapolis, MN 55401 Fw 612.692 -9960 BROOKLYN CENTER, MN SCALE: N.T.S. C' • Architectural Consortium, L.L.C. 2010 TENAM TENMlT TENANT TENANT TENANT TENANT TENAM TENAM TENAW TEN— TENANT tENPM ---- --------- ---- --- -------------------- -d - --------- --------- j ------------- -- ----- ------------ --- — -------------- - --------- ff --- -------- ----- ----------- --------- L — --- — ----- -- Intl __ II ...... ..... .. �v .:_tom � i � \ _� � F� ������ {� � � � �' 9 ��� \ \ ��� I /, >/� , NNN NORTH " V - IL 7 1 � � �� � 5 ✓j .. . ............ TE EN w J, TENA TEN TE— / \`I TE— r ``+,1,11 .1 r ,. e�� \ \ \\ \� \ // TENANT ------- ---- --------- TENANT p� , TENANT TENANT TENANT TENANT -% TENANT % TENANT ARCHITECTURAL SHINGLE CREEK CROSSING SITE SIGNAGE EXHIBIT NAVYN e.: CONSORTIUM L.L. CD 901 North 3rd Street 6124364030 GATLIN DEVELOPMENT COMPANY BROOKLYN CENTER, MN SCALE: N.T.S. SE1.1 Minneapolis, MN 55401 Fax 612-6925960 Architectural Consortium, L.L.C. 201 10' -0" INTERIOR ILLUMINATED 13' -0" TENANT SIGN PANEL - ❑ - O- 8 SIGN AREA r O a SHINGLE CREEK CROSSING ° TENANT PAD TENANT MONUMENT SIGN NOTE: CORPORATE TENANT BLUE PREFIN. LOGO / GRAPHICS METAL FIN ALLOWED UPON REVIEW AND o TENANT APPROVAL FROM INTERIOR ILLUMINATED LANDLORD o " TENANT SIGN PANELS - 10' -O" TWO -SIDED - TENANT 312 SF SIGN AREA TENANT TENANT TENANT TENANT TENANT INTERIOR ILLUMINATED Q SIGN PANELS - O O TENANT TW0-51DED - ry `r TENANT 140 SF SIGN AREA TENANT � TENANT r TENANT t7 tl O v i MAJOR FREEWAY MAJOR PYLON SIGN PYLON SIGN ARCHITECTURAL ( SHINGLE CREEK CROSSING SITE SIGNAGE EXHIBITmaE: `1�LLJJ C ONSORTIUM L.L.C. °ar. 901 North 3rd Street 612- 436.4030 GATI.IN DEVELOPMENT COMPANY SE1 .2 Mmneapors. MN 55401 Fax 612.692-9960 BROOKLYN CENTER, MN - SCALE: 1/8" = 1' -0" Architectural Consortium, L.L.C. 2010 TENANT SHINGLE CREEK CROSSING TENANT PAD TENANT MONUMENT 516N TENA J TENANT TENANT TENAN TENANT TENANT TENANT TENANT T TENANT TENANT TENANT TENANT TEN -� MAJOR FREEWAY MAJOR PYLON SIGN PYLON 516N vsoiccr aunrvx r°+va ARCHITECTURAL � SHINGLE CREEK CROSSING SITE SIGNAGE � � ES CONSORTIUM L.L.C. `�) RENDERING 901 North 3rd Street 612 -4364030 GATLIN DEVELOPMENT COMPANY BROOKLYN CENTER, MN SCALE: N.T.S. SE1 .3 Minneapolis, MN 55401 Fax 612-692 -9960 Architectural Consortium, L.L.C. 2010 MAXIMUM 90% W = W OF ADJACENT SURFACE LENGTH SIZE: 1.5 SQUARE FOOT OF SIGN AREA PER LINEAR FOOT OF LEASED PREMISES, MAXIMUM OF 750 SQUARE FEET TOTAL PER ELEVATION. U - r - - - - - - - - - - - - - - - - - - - - - - - - - - MATERIALS: VARIETY OF TYPES PER SIGN CRITERIA, SINGLE TYPE OF _ 2 - CONSTRUCTION ALLOWED of m 0 'Milk LaL U 00 W ILLUMINATION: YES O LL O L------ ------- - - - - -- ------ --- - -- - COPY: TENANT NAME AND OR LOGO U ANCHOR TENANTS (OVER 90,000 SQUARE FEET) HEIGHT: SEVENTY PERCENT OF ADJACENT SURFACE MAXIMIUM 90% LENGTH: NINETY PERCENT OF ADJACENT SURFACE W = W O ADJACENT SURFACE LENGTH TYPEFACE: CUSTOM LOGO AND TYPE OK UQ E-3 r - ---- ------ -- - --- COLOR. CUSTOM COLORS OK Q W O w U SECONDARY SECONDARY SIGNS: YES (NOT TO EXCEED 25% OF TOTAL < Q cV W ALLOWAB SIGN AREA) ONLY MAJOR SERVICES / DEPARTMENTS O LL IY _ L -- - - - - - - - - - - - - - - - - J ALLOWED. NO ADVERTISING OR SLOGANS SOU CD = TYPE AND LOCATION: AS SHOWN ON ATTACHED ELEVATIONS n ANCHOR TENANT SIGN EXAMPLE SECONDARY SIGN EXAMPLE o 0 Gv�aPC3Qi� �t p(n��PGu�i aC� ARCHITECTURAL � SHINGLE CREEK CROSSING ANCHOR TENANT CONSORTIUM L.L.C. `�LJ BUILDING SIGNAGE 901 North 3rd Street 612-436 -4030 GATLIN DEVELOPMENT COMPANY Minneapolis, MN 55401 Fax 612-692-9960 BROOKLYN CENTER, MN SCALE: N.T.S. SEZ. Architectural Consortlum, L.L.C. 2010 Sign Qty Color Height Illumination Sq.Ft Total Sq.Ft A. Walmart 2 White/Yellow 5' -6" Internal 298.00 596.00 B. Market & Pharmacy 1 White 2' -0" N/A 65.65 65.65 C, Home & Living 1 White 2' -0" N/A 46.47 46.47 D. Outdoor Living 1 White 2' -0" N/A 49.43 49.43 E. Pharmacy Drive -Thru 1 White 1' -6" N/A 39.88 39.88 F. Enter 1 White 1' -0" N/A 3.23 3.23 G. Exit 1 White 1' -0" N/A 2.34 2.34 Total Building Signage: 803.00 SIGN A iin W ;! nun 0 SIGN D SIGN C SIGN A SIGN B SIGN E 0 Awn r 4a Lk" i TIMM e SIGN F/G ARCHITECTURAL m SHINGLE CREEK CROSSING ANCHOR TENANT EE ( CONSORTIUM L.L.C. ``1D BUILDING SIGNAGE CHECKED BY: 901 North 3rd Street 612 - 4364030 GATLIN DEVELOPMENT COMPANY BROOKLYN CENTER, MN SCALE: N.T.S. SE2.2 Minneapolis, MN 55401 Fax 612.692.9960 Architectural Consortium, L.L.C. 2010 _ MAXIMUM 70% SIZE: 1.5 SQUARE FOOT OF SIGN AREA PER LINEAR FOOT OF cn OF ADJACENT SURFACE LENGTH LEASED PREMISES, MAXIMUM OF 350 SQUARE FEET TOTAL Z = W PER ELEVATION. w T --- J_ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - Q W Q MATERIALS: VARIETY OF TYPES PER SIGN CRITERIA, SINGLE M AJOR TYPE OF CONSTRUCTION ALLOWED W p W LL Q (O W ILLUMINATION: YES O LL X L - -- - - - - - - - - - - - - - - - - o _U - - - - - - - -j COPY: TENANT NAME AND OR LOGO U) > = MAJOR TENANTS (OVER 10,000 - 89,999 SQUARE FEET) v HEIGHT: SEVENTY PERCENT OF ADJACENT SURFACE MAXIMIUM 70% LENGTH: SEVENTY PERCENT OF ADJACENT SURFACE U OF ADJACENT SURFACE LENGTH W = LU TYPEFACE: CUSTOM LOGO AND TYPE OK U � _ COLOR: CUSTOM COLORS OK U -. W SE SECONDARY SIGNS: YES (NOT TO EXCEED 25% OF TOTAL 0 U- ALLOWABLE SIGN AREA I— _ - -— _ — - -- _J SOU o � � MAJOR TENANT SECONDARY SIGN SIGN EXAMPLE EXAMPLE TNAT TYPICAL MAJOR TENANT ELEVATION SCALE: 1/16" = V -0" ARCHITECTURAL ( SHINGLE CREEK CROSSING MAJOR TENANT " .1 CONSORTIUM L.L.C. YLJ BUILDING SIGNAGE OMEEOT "# 901 North 3rd Street 612 - 4364030 GATLIN DEVELOPMENT COMPANY Minneapolis, MN 55401 Fax 612.692.9960 BROOKLYN CENTER, MN SCALE: AS NOTED SE3.1 Architectural Consortium, L.L.C. 2010 MAXIMUM 70% C/) OF ADJACENT SURFACE LENGTH slzE: Z ~ W FRONT ELEVATION: 1.5 SQUARE FOOT OF SIGN AREA PER W Y J _ _ - - LINEAR FOOT OF LEASED PREMISES, a r MAXIMUM OF 150 SQUARE FEET TOTAL. L7 _ 2 — Q LU i REAR ELEVATION: 75% OF ALLOWABLE FRONT ELEVATION < ()-,> SIGNAGE. fy- L------------------------- - - - - -- J LL c Of V MATERIALS: VARIETY OF TYPES PER SIGN CRITERIA � SHOP TENANTS (UP TO 10,000 SQUARE FEET) ILLUMINATION: YES ` " NOTE: ONE SIGN PER TENANT PER ELEVATION COPY: TENANT NAME AND OR LOGO HEIGHT: SIXTYFIVE PERCENT OF ADJACENT SURFACE LENGTH: SEVENTY PERCENT OF ADJACENT SURFACE TYPEFACE: CUSTOM LOGO AND TYPE OK COLOR: CUSTOM COLORS OK SECONDARY SIGNS: NO - -- - - -- -, ENA_ T__ TENANT_; TENAANT 1 f TENANT 1 - - -- - - -- -- 7ET7AN7 1 TENANT l [TENANT_, TYPICAL SHOP TENANT ELEVATION SCALE: 1/16" = V -0" ECT ARCHITECTURAL ( SHINGLE CREEK CROSSING SHOP TENANT CONSORTIUM L.L.C. ``7�L) BUILDING SIGNAGE 901 North 3rd Street 612- 4364030 GATLIN DEVELOPMENT COMPANY BROOKLYN CENTER MN SCALE: AS NOTED SE4.1 Minneapolis, MN 55401 Fax 612-692 -9960 , Architectural Consortium, L.L.C. 2010 MAXIMUM 70% OF ADJACENT SURFACE LENGTH SIZE: 1.5 SQUARE FOOT OF SIGN AREA PER LINEAR FOOT OF Z = LU LEASED PREMISES, MAXIMUM OF 250 SQUARE FEET TOTAL U fn F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I PER ELEVATION. �_� PAD TEN MATERIALS: VARIETY OF TYPES PER SIGN CRITERIA, SINGLE L¢L U "t W TYPE OF CONSTRUCTION REQUIRED. O LL ILLUMINATION: YES c O U -------------------- --------- ((D C/) j COPY: TENANT NAME AND OR LOGO >� ' NOTE: TYP. ONE SIGN MAX. PER ELEVATION FOR SINGLE USER. HEIGHT: SIXTY FIVE PERCENT OF ADJACENT SURFACE OTHERS UPON REVIEW AND APPROVAL BY LANDLORD LENGTH: SEVENTY PERCENT OF ADJACENT SURFACE TYPEFACE: CUSTOM LOGO AND TYPE OK COLOR: CUSTOM COLORS OK SECONDARY SIGNS: NO TYPICAL SIGN TYPICAL SIGN EXAMPLE EXAMPLE ------ TENANT - - - - -- ARCHITECTURAL �rn SHINGLE CREEK CROSSING PAD TENANT —ECTNUIBERi IS.-- ISSUED 1­1 CONSORTIUM L.L.C `fLJ BUILDING SIGNAGE 901 North 3rd Street 612 - 436 -4030 GATUN DEVELOPMENT COMPANY Minneapolis, MN 55401 Fax 612.692 -9960 BROOKLYN CENTER, MN SCALE: AS NOTED SE5.1 Architectural Consortlum, L.L.C. 2010 �� 1111.1191, i .i 1 #, F OO_ 0 0 01 ,� Y .• 7C i Ab ,�} Ipl!i!. xret H # g 1 g k .T r �"� , ' >. rt l +� f• +yrni n � ,. Ildliflll } }}fi!1 • / - I •lt l Q ♦ (� v r i I -v� r 1 I ,.n ♦ tr•n•nl ' 4 1ya. �i rl,Yr ;r••+ •� � �:� '`� /- r -- -__L�. I *"M'.� + I �'l) �Z'l'�ef. °',1.�i1'.yty9i�l,•9 - / N 1 . irll tl i'• # I # 1 gII i '/ M M OlLl1�L�)J.I u � = tki _ � u \ — ___ -`� (QM 0( ) 0 - -/ ♦ • � _ =� ' - -_ 40 y .,:- COUNTY ROAD N�� _ � PROPOSED PYLON SIGN PROPOSED MONUMENT '_ >. - _ s./ 7� PR PYLON SIGN _ - 7' --,�_ /• , SIGN _ - - ' . eA ._.III III r PROPOSED MONUMENT f 4 SIGN f ♦_ 9.1004 `\ H ,� L 7690 l '.:./ �_ �\: % � / ' /' /' f ; ` ' ' • h .� :. - j _ '/ /�{ _ (,1 �'� - \_, .I,,I •.!� ,,�_ "' RIFFLESAND WALL ♦'.� i''` ' , /i � IMPROVEMENTS 1� «r "% `� j •% L /�� , /1 'l 7,476sf l� �/ L \\ �.. 1 ]i`\' 10 20d PROPOSED SHINGLE // ,',/ ,'4 / I CREEK REGIONAL IKAIL � 1 � / /�i, f % A PROPOSE DDAYLIGHTED - •a !a�1` ✓' SHINGLE' CREEK S 1 Y (' ( - n,'}� E�� °O • j _ `, a' - + a, \ //� / /'' � � " 4�► � sue. - P PROPOSED / PYLON SIGN , • _ ` ° y 28,S,ost - I �,� //' . - '� ' •>, .a i! ' RAIL CONNECTIO Jl ` 7 4 T N. R , TO EXISTING BRIDGE EXISTING Walmart:;: ' r, BUILDING: Y 1 RETAIL X46 9 Ii d SHOPS �`+ STORE #5625-00 / 41� j ' ` 181,943 S.F.(APPROX.) '� w J4 EXISTING SHINGLE CREEK BOX CULVERT , ��� ` PROPOSED FREEWAY 1 •.� 11� + n \ \\ Q / YLON SIGN EXISTING Vie: `I I ,♦ SEARS \\ ... \ i ` (NOT IN \ \ k� \Y: - SHINGLE CREEK CROSSING • BROOKLYN CENTER, MN MASTER PLAN yC '' PROPOSED MONUMENT ' * �� /�. /l� 3 �/ SIGN APRIL 2011 PROPOSED FREEWAY,'' —,liii ` ice PYLON SIGN 0 60 120 240 FT at I i at Kimley -Horn • °�' GATLIN DEVELOPMENT COMPANY and Associates Inc. Aki 11 NOTE 101 South Main Street ° 550 UNIVERSITY AVE. NEST, SUITE 23814 ^' 11 Dickson, Tennessee 37055 ST. PAUL, MINNESOTA 55114 ' ; , ♦ ;i� i r •�, IMPROVEMENTS TO SEARSPARCELISNOTPARTOFTH ISPUDAND n • TEL N0. (651) 645 -x197 1 11 ARE SUBJECT TO CITY APROVAL Tel- 615-446-7104 Fax: 615-046 - 7105 FAX. NO. (551 645 -5116 EXISTING O ACC 1 ;11 N METRO TRANSIT STATION I bi - - - - - - - - - - - - - - = - -E �S G LL - _ _ _ _ _ _ _ _ - AXIS It�G FUC X � RELOCATED SIGNAL` o TRAFFIC O \ -_ _ _ _ _- - _ _ _ ACCESS COUNTY RD NO 10 / BASS LAKE RD a ACCE N T U FIC MAST AR M LOCATION SIGNAL RO�{I DEDICATION - - 5`PARFfING 0' UTIL TTY I N - TRAFFIgC�pSIGNAL 1 EASEMENT -(WIPTH VARIES) SETBACK WI T 20' BUILDING C OUNTY NO. 10 R.O.W. - - - LY R $ - DECORATIVE - BUILDING SETBACK 15' ROW DEDICATION SETBACK DEDICATION j 15' ROW DEDICATIOP FENCING_ _° - -- STINNG_SOEw�L 15' BUILDING _ _ 5 22' BUILDING I �-� - -- = __ I — 10' UTILI E ENT SETBACK — _ -- I SETBACK \ � ORIVE- RU 1. ! � l8' BU NG � � �yl tits `r s I i / O >• 1 UTLOT A I CY B ` CK C 6.175sf ) O I i s S 10' UTILITY - 1 \ , 1 DRIVE U / \ \ O I 12, LOT 11, LOT 13, E e PUD s EASEMENT ♦ ! 225sf e OF a= \ 9,1Oosf H I 78sOsf BOUNDARY OF O 1120osf `, BLOCK 1 I BLOCK 1- J ati e 1a,o00sf \ w - �� ) Q LOT12, I _ - -� (TYP.) \ a5,000sf \ J \ 35' BUILDING, A� .! v vv �- A - - �\ I BLO CK TI. \ EXISTING z SETBACK- : 41 ` 8,500sf �! LOi \�\ \ I 0' UT1 — e BL C. \ 20' WATER KOHL'S o 5 k: LOT 9 `'. _ LOT BLQCKN r BLOCK BLOCKI EASEMENT„ \l /L, \ \: 1 K \\ L ' " r \ \ LOT 15,1 O RAINf\GE& r R O i 1,41osf OT 10 7 O ,475sf = UTJLtTY EASEMENT \ / LOT 14, jil LOT 7, BLOCK 1 BLOCK 1 ` wtiRiaB EWIDTH) \ LOT 2, G x , 10,92osf B O K 1 = \ BLOCK BLOCK 1 4 � I SHINGLE CRE�t \ /: � m 9 a /L�SOOsf k/ D \\\ !! ���\` III DAYLIGHTING S° 5 BLOCK 1 \ \ p. r v L 20' SAO RY I �✓ - \\ \ ' ' n 6 // r \\ \\ \. \N�� a e E T 3 Y , / �SEWEREA$SEMENT i \ L0T 4, \ \ \ y _ P RCV 4 I I \\ \ 57' WATER, TRAIL / s a4p)CK 1 \ "PR 4 e S M \ LOT 17, \ -- DRAINAGE \ /' / ❑ BLOCK 1 \ L �'16 I & UTILITY R \BLOCK 1 I EASEMENT `.. STALE HIGHWAY \ \ e / I I TRAIL EASEMENT /> ) N0. 100 R.O.W. td t € 01 � �� / AW LEBE � A eo e v � I a? �v � �� DEDICATION ti o, '✓ \ e 1 AT GRADE - \ R o - \ \ j \ ERVICEOq EXISTING OT 3, \ E e EN \\ \ \\ © I t DOORS35,680sf E FULL 7 BLOCKI v A e a m N R v vA 29,510sf I f . 6' BUILDDNG B ACCE - la ✓ \ v , 30'SAITARY I SETBACK / R E _mil r v . m I N b . SEMEN, / CS ♦ P o m P e \ I i /J�� ♦ \ SYMBOL LEGEND: / EXISTING ° E ! G BUILDING: \\ O i �'� \ \\ �' ! ` / '(� ♦ .-. PROPOSED LIGHT POLE (SEE LIGHTING ��y��L� OVERHEAD g� sNBegll •Iii \ I /��j / TRANSMISSION d-' PLAN FOR FIXTURE LEGEND) v o „ RETAIL \ STORE 05625 -00 , \ / / �� POLE PROPOSED PEDESTRIAN -LEVEL LIGHTING (SEE i P \ SHOPS \\ 4 \ * PHARMACY C- 180- SOL-NO / / I �. �/ . ! ®0-0 LIGHTING PLAN FOR FI %LITRE LEGEND) Z o FP I P \e a DRIVE -THRU 181,943 S.F. (APPROX.) , / ` STANDARD PARKING STALL Q I e O _j _j m o I 6 j I s - \ \ VAT ! ® PROPOSED PARKING SPACES Q / / / PROPERTY N I R� �� K 'c a \ i / // / LINE �� SPAACES D ASSOCIATE PARKING ~ Z W O CART CORRAL ( TYP.) SEE SHEET 6046 TRUCK a E 1 > Q JO�O�NpP �5 \\ \" N \ WELL ' /// / ' P�� ,! r �a0 �� , FI RE HYDRANT U LU d J W c $ ! 1 N G E \ \\ z1,5 \ f / \GNP 0 PROPOSED CONCRETE O W 2 a 1 / - P . PROPOSED BITUMINOUS TRAIL v w I— U) ° Z \ EXISTING !�/ / / /�aGP� SIGN LEGEND: /0 V) SEARS CONTRACT) m € a1;1 (NOT IN . 4 \\ r /'/ /�G \gP P PttON SGNS SIGN x 1 W �� �� y I� \\ A r , �/ �GS� FP FREEWAY PYLON SIGN Q %, SITE DATA TABLE / Z / � Z W Fn 2 !^ \� STORMWATER // '/ ! IA `aP Gy �� BUILDING DESIG LOT I,BOCK1 L REA UILDM PARIGNO EQ P OA 8B T. N ING PACES ADA FtE ADAP ACES SP ACES L£s R 5 A 00 v' z \ ♦ ♦ g' vt \\ TREATMENT / / / / so QQ ExlsnNC BUILDI LOT 3, B OCK 1 97 ACRES 23142 SO. FT. 561 SPACES 561 SPACES 11 SPACES 11 SPACES 4.50 O W AREA , / ,�� J BLOCK, 0.87 ACRES 4,869 SO. FT. 49 SPACES 54 9PAfE5 3 SPACES 3 SPACES 11.08 APPLEBSES LOT 4, W /1FlGA / // , A LOTS, BLOCK 1.28 ACRES 8,500 SO. Ft.. 85 SPACES 85 SPACES 4SPACES 4SPACES 10.00 F� 6 / v U OUTLOT A B LOT 8, BLOCK 1 1.20 ACRES 8.100 SO. FT. 41 SPACES It SPACES 2 SPACES 3 SPACES 1.51 � Z //' C LOT 11. 8LOCK 22 1 1.M ACRES 12.5 SO. FT. 55 SPACES 55 SPACES 3 SPACES 3 SPACES 4.50 W P O D LOT 12, BLOCK 1 0.61 ACRES 6.175 SO. FT. 28 SPACES 31 SPACES 2 SPACES 2 SPACES 5.02 r t 17 I ? �\ , ` _ i // e \ E LOT 13, BLOCK 1 1.28 ACRES 7.890 SO. FT. 79 SPACES ]9 SPACES 4 SPACES 4 SPACES 10.01 W W \ I M \ / J - \ j ! !� ? _ \ ! ! •F LOT 1, BLOCK 2 1.15 ACRES 14.000 SO. FT. 63 SPACES S6 SPACES 3 SPACES 3 SPACES 4.71 O LOT 7, BLOCK 1 3.51 ACRES 45.000 S0. FT. 203 SPACES 201 SPACES 6 SPACES 7 SPACES 4.53 } H LOT 9, BLOCK 1 1.10 ACRES 11,200 SO. FT. 5/ SPACES 51 SPACES 3 SPACES 3 SPACES 4.55 J 3 LOT S. BLOCK 1 0.70 ACRES 8,400 SO. FT. 38 SPACES 40 SPACES 2 SPACES 2 SPACES 4.76 ! K LOT 10. BLOCK 1 1.19 ACRES 11.410 SO. FN. 52 SPACES 52 SPACES 3 SPACES 3 SPACES 4.56 J O Z . c �, \ ' L LOT 14, BLOCK 1 1.19 ACRES 10,920 SO. FN. 50 SPACES 53 SPACES 3 SPACES 3 SPACES 4.85 O \, \ ' 6 F, _ M LOT 15, BLOCK 1 1.16 ACRES 7.475 SO. Fr. 75 SPACES 75 SPACES 4 SPACES 4 SPACES 10.03 g _ f J� �\ \ , 45' NS P N LOT 2, BLOCK 1 227 ACRES 21,515 SO. Ff. 97 SPACES 97 SPACES 4 SPACES 4 SPACES 4.51 W I, \ `. �" -'7� - - EASEMENT P LOT I7, BLOCK z70 ACRES 29,510 SO. Ff. 133 SPACES 133 SPACES 5SPACES 6sPACES 4.51 Z - AT — _ �i \ "� I } NORTH O LOT 16, BLOCK 1 2.89 ACRES 35,660 SO. FT. 161 SPACES 164 SPACES 6 SPACES 6 SPACES 4.60 !A = OUTLOTA OUMOTA 6.86 ACRES A/' ROW DEDICATION COUNTY RD W. 10 0- 77 ACRES DATE i S 1 ROW DEDICATION STATE MNV ND tm 11.92 AGREES 04/25/2011 t \ , -A\ \ l/ 0 100 200 KOHL'S LOT 2. BLOCK 6.53 ACRES 75.00060. FF. 338 SPACES 154 wACES 95PAffS 105PACES 6 -05 PROJECT NO. C 33 F 1 1,_. -\\ \ �'� TOTU 80.58 ACRES 624.054 SO. Fr. 3.,9i SPACES 5.1, 160633001 FF � \\ \ e )^ SCALE FEET ' THECITYOWNEDPARCEL(BUILDINCF) ISTOBEREPLATTEOASMICATEDDNPLNN. SHEET NUMBER PROPOSED SITE ACREAGE WI LL BE 1.15AGRFS. \ - 01 o COUNTY RD NO 10 BASS LAKE ROAD COUNTY RD NO 10 BASS LAKE ROAD ry a - - - - COUNTY . _ T x i O h w \ OB I C LOT 12, O t A '', PUD BOUNDARY l z _ , O LOT 11, BLOCK "I I LOT 13, �' O W BLOCK 1 I BLOCK 1 _ x O LOT 8, BLOCK 1 I LOT 9, I j ` LOT 1, \ I BLOCK 1 /' -- BLOCK 2 \ - -_— LOT 2, BLOCK 20 LOT 6, \� /' / K �u LOT 10, BLOCK 1 LOT 7, O O - EXISTING KOHL'S z LOT 14, LOT 15, BLOCK I /' /' BLOCK 1 O BOCK 1 \�` BOCK 1 `% e co k� LOT 5, n !'LOCK 1 � �'� � - � o 0 0 � � j ' ' � - �' ❑ - a � LOT - -t7, LOT 16, r LOT BLOCK 1 \ LOT 1, OQ 0 ` BLOCK (:5) O E O P N E y LOT 3, BLOCK 1 3 - O E m a ' Walmart: C ° /� \O STORE #5625 -00 \ 1� NORTH Q ` LOT 2,`� ` C- 180- SGL-NO j 181,943 S.F. (APPROX.) �.I Z;w � � ' o ioo zoo z pP LU SCALE FEET � U z a � �.� PHASING HATCH LEGEND: o z w eo " �� Q d Z w i I ` PHASE I - COMPLETE SITE BUILD -OUT Z) CA LU LL G Eik O �r1C' CEO O_ 2 (n PHASE II (AS LEASING PROGRESSES) U [UTILITIES STUBBED, SWPPP PROCEDURES AS Z a = J! r1 REQUIRED, GRADE SET TO BASE ELEVATION] / Py U x O G�� AREA NOT TO BE DISTURBED DURING a a ? OUTLOT A CONSTRUCTION Z Z o w r' W y a 6 X F HE PRESENCE OF GROUNDWATER SHOULD BE U Z O t ANTICIPATED ON HIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR W SEARS PROPERTY' ADDRESSING THIS IssuE. W (� b u NOT A PART OF THIS Of Z �iAN , PROJECT ALL CONTRACTORS MUST CONTACT } w Q _ " GOPHER STATE CALL ONE U J MN TOLL FREE 1- 800 - 252 -1166 W Y r - WI C N CITY AREA 651 J 0 z a ° Z LL v � a ALERT TO CONTRACTOR: ' m z ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARH VJ WDRK, = FINAL UTIU TIES, AND FINAL GRADING) BY HE MILESTONE DATE IN DATE TRAILERS D AND U STORAGE AFTER A H CONTRACT P MILESTO E DATE FOR 04/25/2011 Y - HE OUTLOT. WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO HE SPECIFIC PARCEL AT ALL TIMES PROJECT NO. E AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT 160633001 o DOCUMENTS AND SWPPP REWIRED BY STATE /LOCAL REQUIREMENTS SHEET NUMBER E FOR SPECIFIC OUTLOT. a 02 Y - m ri u � a f /._ - CE SF BASS LAKE ROAD �, ... .. w .... . a / � \ \ . •... .� .� •.7- .' ".'. -a.�YY .- _ _ - • - T • -f _ -- Sys- -. -.. I / -- s c I 2. a _ CF { �— d _� \ � • -ter ' o - \ EXISTING DD KOHL'S Jo / r y c fi e S C a �$ DD EXISTING_ �� v %,, T n" APPLEBEE'& , U z g ❑ .9 • 111��� Tt /; l i j'1 �: i t f • J � NC ® V \ SITE FEATURES _ 13 € , 1 • 5 ,� - 6' ✓� N i t 503 f a � I � DIRECTION OF OVERLAND FLOW ° EXISTING I 16 f © LIMITS OF DRAINAGE SUB -BASIN o a . / / / ,I' o e 1 BUILDING: / 4* �••� PROPERTY LINE ° E RETAIL E✓ /; r� II�1F / SHOPS PROPOSED LIMITS OF DISTURBANCE SHOP) DD EXISTING BUILDING m e � - 7 /.4 E XISTING CONTOURS O T{ -� I • `/ ��I / j - PROPOSED CON70URS (PANEL c \ 1� .. q � • \ _ � �v / FLOOD ZONE % (PANEL NO. 2701510212E) Z " ii '� ;� ` Q'k / FLOOD ZONE AE PANEL NO. 2701510212E LU m — ' V / � � w 1 _ � I - `` 2 / _ _ _ - / +� EXISTING STORM SEWER, TO BE REMOVED d X Q O w /'� r ( -- - - -- . SC EXISTING STORM SEWER. TO REMAIN w V �^ I I / O u I /.,- ` .: >. — •� / Z SHINGLE ExcEEK WETLANDS w v/ O .TENVIRFMI LI MENTAY NSITIVE Z / 1 T E. ,.,, T _ D :'ATER PROPOSED STORM SEWER (h Z ol EXISTING = w oo i }` �� J H a 3 SEARS s' EROSI DETAILS Q 0_ Ur W CONTRACT) £ Pqf m SWPPP INFORMATIDN S N (SEE DETA SHEET) 1 / AREA INLET PROTECTION SEDIMENT CONTROL (SEE DETAIL) W Z Ns 1 CURB INLET PROTECTION SEDIMENT CONTROL (SEE DETAIL) U � TRUCK DRAIN INLET PROTECTION SEDIMENT CONTROL O x F E •.� \ / (SEE DETAIL) w a \ J m TREE PROTECTION FENCE (SEE DETAIL) a •- i NORTH (� DD N r. UA SUBSTRATUM D Ug7SAMMEN75 v � o ' _ // � °"-•-+•�.-_` COVERING 1003 OF SITE ACREAGE Z Z 1 CF '� `'+ ® CONSTRUCTION EXIT (SEE DETAIL) Z ° ,w j 0 100 200 IN Z / ry Z 2 I ' ' i - / II SCALE FEET ® PLACE AND STABILIZED PRIOR T0 ANY SATE T WORK. O Ly U 7 DIVER ONT $TORNWATE RON CONSTRUCTION HAS TO Ly W Q g _ / SF COMMENCED ♦ ) � Z p ° f ( d► - *I � �� a TEMPORARY SEDIMENT TRAP (SEE DETAIL) O G. \/ r _/ i W 1 ROCK CHECK DAM W Z LL a0W 1 - S -� -+ /� PROPOSED REINFORCED SILT FENCE ' > .� -- _ ✓' �. -' I � // C =-I= © 'NO CONSTRUCTION TRAFF SIGN J CONSTRUCTION FENCE J O zi ACREAGE SUMMARY - PHASE II ® FLOATING SILT CURTAIN 0 a ? t P 1 / (TO NEAREST QUARTER ACRE. PER MN GENERAL PERMIT) `� ® Z M > 6 _ TOTAL PROJECT AREA 81.00 ..,,,1 = W Z PERMANENT SEEDING /SODDING Z W O EROSION CONTROL BLANKET U� S � ON -SITE DISTURBED AREA 53.50 w OFF -SITE DISTURBED AREA 1.25 DATE / TEMPORARY SEDIMENT BASIN � i /' J I TOTAL DISTURBED AREA MUST MATCH Nq) 51.75 ® 04/22/2011 G ✓ IMPERVIOUS AREA AT COMPLETION 44.75 ® RIP -RAP PAD PROJECT NO. E - J PERVIOUS /SL1:DE0 AREA AT COMPLETION 10.00 -' 160633001 `` I �. ® STORMWA7ER MANAGEMENT FACIUTY SHEET NUMBER TEMPORARY SLOPE DRAIN (SEE DETAIL) O bJ { O 4 } • - `` fD CF CE SF CF LIMITS of DISTURBANCE BASS LAKE ROAD o ( .,.. .� • - __ s ,, kI F .: F.F.E. =849.5 E � \ \ f•` /.. F.F.E. = 854.0 _ / �R. 851E F.F.E. F.F.E. _ ..F rLIMITS OF DISTURBANCE 848.5 848.0 r S 1 F.F.E.= 54.0 RETAINING WALL EXISTING E KOHL'S P F.F.E -- - c ✓ 8580 � � �: l� \ �.;' , a • a • � O /� 84F6 C • k - CD • c.- j / �e o F Z - a 114 CONCRETE : ti O :: •-•:, Y �. __ - - -s - - '_.� .849. t . v = H EADW AL L E N F _ v \ NEADW � C .E • ., F.F.E.= ;\ �, /.. - m � 855.0 - '. ;,,: v, + • i � X ( _ fi •. . ; - -'. ® ��- + - . --� EROSION CONTROL E . S •. j' � ✓.,'! - � �;� � � BLANKET ON ALL / g — T :," ..''� •, l;,V K SLOPES QD �D 8 a . ' 0 EXISTING a s • APPLEBEE.b� � ° •• - • �� ..;, • WALL "� d •w .. • • < - S ( F.F 845 0 E ft CONCRETE i5 • F.F.E. =849 5 NEADWALL NCT o 15 . = S- N fi a�P� I O WALL `•.• ¢ R RETAINING i .>( � n a s �� ��• Z�� � � .'� SITE FEATURES ° E ma s, °% DIRECTION OVERLAND FLOW EXISTING s � - � '�: ' •' • -• LIMITS OF DRAINAGE SUEZ -BASIN IN ' BUILDG: j ♦ i {� ' .. • , `11� .:: -• .,�^ �..�..�..� PROPERTY LINE _ RETAIL � m SHOPS " n/1 ® STORE #5625 -00 ���� ►'` / ' � ••.•••••••••• PROPOSED OMITS OF DISTURBANCE a '� C- 180- SGL -NO / S } Z , EXISTING BUILDING a g5 181,943 S.F. (APPROX.) �� 9 r F.F.E. - 851.0 • EXISTING CONTOURS — a° 3 : ^ p - ,, - O' \ . • PROPOSED CONTOURS co O z X a i' r�(v FLOOD ZONE X (PANEL N0. 2701510212E) W O z r TR lIC101Y 61 _ I ✓ �.: Q a O A 00 y"` Y ' �.• SC / FLOOD ZONE AE (PANEL NO. 2701510212E) F- Q 0 LL o fi \ • ` F.F.E. - 2.0 &iNOIE C.— EXISTING STORM SEWER. TO BE REMOVED w W Q -3 - / i8NARONMENTALLY - EwST NG STORM $EWER, TO REMAIN U (Y 1/I ! • k 1L r ' SF SENSITNE AREA - z (D IMPAIRED a EXISTING ? _ 850 L /` / ✓ WATER) WETLAN Q W / p NOT _ I • < f / .. T � PROPOSED STORM SEWER U W W U� x NORTH (n s" CONTRACT) •' ST \ / .` EROSION DETAILS W 0 a SWPPP INFORMATION SIGN (SEE DETAIL SHEET) 0 j 5 • ° _ -� 0 100 200 0� m u .• .� - ® AREA INLET PROTECTION SEDIMENT CONTROL (SEE D x ' `,. • ��j SCALE FEET ® CURB INLET PROTECTION SEDI TENT CONTROL (SEE D p \ TRUCK DRAIN INLET PROTECTION SEDIMENT CONTROL r (SEE DETAIL) Z Z 0 j 3 ',� •` 4/ • G ® TREE PROTECTION FENCE (SEE DETAIL) � C W G Z ..• _Z SOIL TYPE: URBAN LAND. S T W E I ' ` /• LIA SUBSTRATUM AND LOPSAN EN S COMPLEX O N COVERING 100% OF SITE ACREAGE of LL J ' - - - '� \ \ \ •• ® SF U CONSTRUCTION EXIT (SEE DETAIL) C) • . ° ° Ijj s''' • 8 '" iTOIMYIITER DIVERSION DIKE (SEE DETAIL). ALL DIVERSIONS TO B Z O ;NC, yNygtlfjA ® IN PLACE AND STABILIZED PRIOR TO ANY SITE WORM Y 0 .g VVV • • j - romo DIVERSION TO BE RECONSTRUCTED AS NECESSARY T W CF CONTROL STORMWATER ONCE CONSTRUCTION HAS WI COMMENCED. W \ \ TEMPORARY SEDMENT TRAP (SEE DETAIL) 0o U ROCK CHECK DAM w PROPOSED REINFORCED SILT FENCE J O 6 ACREAGE SUMMARY — PHASE II m ® "NO CONSTRUCTION TRAFFIC' SIGN Z a (TO NEAREST QUARTER ACRE. PER MN GENERAL PERMIT) W e Z > W • \ \ TOTAL PROJECT AREA 81.00 �© CONSTRUCTION FENCE = m Z ON -SITE DISTURBED AREA 53.50 ® (n = 3 \ ` FLOATING SILT CURTAIN OFF -SITE DISTURBED AREA 1.25 --------- 1 DATE � L TOTAL DISTURBED AREA (MUST MATCH NOI) 54.75 _______: PERMANENT SEEDING /SODDING 04/ 22/ 2011 y f 8 IMPERVIOUS AREA AT COMPLERW 44 . 7 5 = ® EROSION CONTROL BLANKET 160633001 PROJECT N0. E - PERVIOUS /SEEDED AREA AT COMPLETION 10.00 ® TEMPORARY SEDIMENT BASIN SHEET NUMBER 04 - m ° E51" - ° - - - - E42' COUNTY RD NO 10 BASS LAKE ROAD E4Z" E E12" COUNTY RD NO 10 BASS LAKE Y q • `• •/ © F.F.E. 849.5 i _ i • •�• 15 0 2'x4' Box O 5 • • • F.F.E. = 854.0 - H F.F.E. _ 15" FFE , CULVERT • O 651.0 v 848-0' \ F.F.E. _ e • F.F.E. =853.0 -� 646.5 / O F.F.E. 854.0 15" - % - -- - - -- - STORMCEPTOR EXISTING N KOHL'S s 8560 \ 15„ .- -15" Z • / < um _1 PROPOSED F5 = O 1 g" 8465 -18" — DAY - LIGHTED 18" \ 849.5 F.F.E. = / SHINGLE CREEK -~. m F.F.E.= '' 15 24 STORMCEPTOR /• gRna 855.0 E a o ' ,� 1 36 �2 24 „ ® ® 15 15 ® w STORM - / •i ® o r ° - 18" ®® 2� < ,30 ® 24 „ 7 C E PTOR 15 1 X 36 " CULVERT -- EXISTING " p 3 EXISTING ZA n /1a 15 '' _ 6 x43„ \'�m TRAP • - • APPLEBEE' 2 \ '�/ \ -15 "- `E12" / ❑ o � j 18., A � 111/// JQZ /`� ®® � 18 „ •• a • L/ 4 \ / O ® O Q ® j _ /• a P F.F.E. =645.0 _ • 2 15 E15" ®.�a1 F.F.E. 849.5 A 36" CULVERT STORMCEPTOR W a ° • EXISTING 15 \ ' ®�` NS Z N? / 15" — �$ /15 .F °F ARP\ ® X �L a 36" \ /' 48" ®® ` FL° ROOF DRAINS w 5����.` ••/ ° E 1L 5 1 18 EXISTING /• •/ m m ' BUILDING: ® • W ° n - EXISTING 21" `'� / p I SHOPS N8 ® a1 s�oRstS�oo ••/ STORMCEPTOR ff CA 80- SGL -NO / •/ ■ 181,943 S.F. (APPROX.) 1$ ��. /• Z 0 p 4 8 � F.F.E. = 851.0 `j •• W ' 2 m_ C7 M I '00\ A, .7(� LL Z s •• 4 O 2 p o e • 0 •• \. �� •/ NORTH J W • \ . W 0 Luz v/i 6 • •' • F.F.E. = 852.0 / / ♦ Q Ln a • • 2x15" - / ,' •/ 0 00 200 _I UJ F- o u 1 /•• EXISTING \� 48" 1 /(�,/ � ••� SCALE FEET 2 X: 4 • SEARS �� / ? e ' • (NOT 1N ` / ��. • RUNOFF RATES W O o / \ Q �j • C) CONTRACT) F— • '� / 8' / - ZX15 v / OVERALL RATES 2 —YR (CFS) 10 —YR (CFS) 100 —YR (CFS) j e 3 / • 1� EXISTING 166.58 249. 24 3L2.64 O !— 1 / 481 J .• /• PROPOSED 94.16 140.01 204.93 C� x E / Z /• 4O .•/ ��G��P RUNOFF VOLUME Z z ° j a w 1 • / .(('i EXISTING 31.09 (Af) C Z R 5 Q j ' - ` / • /•• / �^ �'CP' PROPOSED 28.51 (Af) ( cam :E w , ! V o s �•• �� �/• LEGEND U H ° '' �• • •�• �c���� a�5 PROPOSED PRIVATE STORM SEWER Y W C • +�Q wU g • •/ �G� °�P - - - PROPOSED PRIVATE 6" PERFORATED PVC PIPE } POND DATA TABLE 55TH AVE N Q� PROPOSED STORM SEWER INLET U PROPOSED NORMAL WATER J o TREATMENT PROPOSED STORM SEWER MANHOLE 100 YR FLOOD ELEVATION :�i W Y ELEV.(FT) (FT) /BOTTOM J z g VOLUME (AF) ELEVATION (FT) A (' 0 g POND 1 0.230 847.89 845.50 (BTM) PROPOSED FLARED END SECTION Z a w POND 2 0.084 847.24 845.00 (BTM) PROPOSED RIP RAP = m Z ° 3 POND 3 0.160 847.28 845.00 (BTM) DATE U) _ i 5 POND 4 1.542 847.00 839.00 (NW L) " - " a - _ X _H r�nn! -F riF� 04/22/2011 PROJECT NO E FIID Fri 'F >F, 160633001 E SHEET NUMBER 05 o )rawing name: K: \TWC- LDEV \GATLIN DEVEL OPM EN T\BROOK DALE CENTER \CADD \EXHIBITS \PUD SIMPLIFIED PLANS \06 - UTILITY -WATER LAYOUT. dwq 06 Apr 22, 2011 1: 02pm by brandon. elegert XERXES AVENUE NORTH n m O x ql:: '0 411, zm- vm �• ♦ ADO 0 mN ` \ O Z o mz 0 D I M m cn X o _ Z • :J m \ rn W n �c (9r, -7 O >p� O �G) 2 O T \ \\ O ' n n zz y? m < L �; O O O O o� ♦ m Z 71- X z 02cnz O �O, x m n n cn z� �' D of z0 m \ m • Co _ D _ m I I= ="=x' I v - 0 r1 v m 'T c M X x A a o O to O to m x m O O _ O m m Z O .) D X A D A X I Z 2 A r1 I Z -H r+ { m = Z n c A � D D = Z Z > m 2 Z A O 7u r , 9 Z D r rt 70 1 Z � - m � x z O m � M n � m 0 _ O N z O � T o o IT 0 X -n I T 2 En = cn rZ I 0 O C z Z11 O D 0 z O W D 7 M O D 0 m ti z K ED M oo m w Q o Z J N O �m N O SHINGLE CREEK CROSSING BROOKLYN CENTER MN HENNEPIN MINNESOTA CONCEPTUAL DEVELOPMENT PLANS WATER UTILITY EXHIBIT SHEET 6 OF 10 S` "`E DESIGN ENGINEER W I L LIAM MATZEK REGISTRATION ❑� and ❑ KI�@y�HOm Asso c ia tes, � Eye Inc. MLEY -'qR © 3009 KN AND ASSOCIATES. INC 255 UMAR9711,� VEST. SU1E ] S1 RAML. MN 55114 RHONE. 651 -645 -4197 EAx: 651 - 645-5116 www IMLEY- KORN.COM DESIGNED B1' DRANK BY MINNESOTA NUMBER DATE. CHECKED BY No. REVISIONS DATE BY )rowing name: K: \TWC_LOEV \GATLIN DEVELOPMENT \8ROOKD ALE CENTER \CADD \EXHIBITS \PUD SIMPLIFIED PLANS \07 - UTILITY - SANITARY LAYOUT. dwg 07 Apr 22, 2011 1: 06pm by: erondon.elegerl ihia dxumenl. loge er .,lh Ih< —­la and —qna p <aenl<d M1e.nn, •a an inat.um <nl of ser.�ce. .a '..Imtled on y la the sp cN�c pu p se and cbenl Iw wh KM1 d wos wevaretl. Reuse of and v nve relimce w. INis dacumenl w.lM1gul w.illen oulhw'izobon and a uviolion by K:nIT -Horn and Assoc ales. Inc. zhall be w.lM1OUI NubA�ly to K. y - o.n ontl Assoc ales. Inc. 2 ET rn m z 100 rn ✓ m (n Pi ° ES Ave NORTH • )CERX - . 0 � XFRx ♦ D W =' `A trFNORrh ♦ Cn , ` D C13 0-,r E ll • m Ell U)Fzz • G� G? O m \ OG O zzNX O ;u �� XDO O _Cnz �=z 0 CPl O x o r, \' in m -{ O o Q, m - t1 y I n \ Q O m '. O O 0 •. O FE n O 1 O � z O X 0 i zm G) m • -� O -a � n G) - 4 O D o0 o z z _ -a O �z c Erl n n o ► Z Z m m D 0 , - - -- O x Z n Cn i o �z m m ♦ � � m m N c O ' � ♦ \ O� ► O Dn W�O� w i / i / O l \ N 1 ( P M n D .D• o Ln r DmNa DZ O mmz J/ m ♦ Z Cn I Z -i V l/ i A AOa 1% X0-nl 0��� �i� D m O (n p -Imp i �O 2 i F � mww O m m (f) 00 O I ,♦ w:� m�z X - in �m z ? D z <1 \ z i \\ ' x < x , ` - <Zta t I , r- mCn < m r ♦ �c 0 Ill A I m • j . �L. m x m . � z �� ED N Z o O N m m O 1> - N N D , - D D Z �J _ - Z Z � D D D A - a m i n 1 v -- J TNT) m m , o -i � 7) OZ n - m m 1' m _I Z O �7 �7 v m 0 Z n Z -, O m m z , N --A O X m x ♦ 0 z ` Z D O Z D ♦ X X O Cn ♦ 0 C 5 m '+ o 4 z g m m A oo � � W O Z O O , N O N O SHINGLE CREEK CROSSING BROOKLYN CENTER, MN HENNEPIN MINNESOTA CONCEPTUAL DEVELOPMENT PLANS SANITARY SEWER EXHIBIT SHEET 7 OF 10 SCALE DESIGN ENGINEER WILLIAM MATZEK and Asaoaates, Inc. �� � and ©200g KIN EY _NGRN AND ASSOCIATES, 6K. 1550 UNIVERSITY AVENUE PE51, SUITE 2MN 51. PAUL. - 55111 P.KPC 651- 615 -1191 PA% .51 -615 -5116 cou DESIGNED B MINNESOTA REC51RAlI0N ER NU Cg. DATE: DRA' BY CHECKED BY NO. REVISIONS DATE BY )rawing —me: K: \TWC_LDEV \GATLIN DEVELOPMENT \BROOKD ALE CENTER \CADD \EXHIBITS \PUD SIMPLIFIED PLANS \08 - PHOTOMETRICS LAYOUT.dwg 08 Apr 25, 2011 7:06pm by Irish, rothe W. documml. Ioeeth- with the concept. and &!rR presented he.nn, m an m.lrumml of —k.. is intended oMy 1v the ­6(k purpo.e and —t Iw whch it woe mm ... E. It— of and •my opur rNi— m Ihi. document without .ripen wth,izp— and odopf.tidn by Kimley — and A—ietee. Inc. shall be .ithwf Nobility le K \\ / mry " a m I ^ I I h � •, ' \� 0 � \J I I � 1 I 1 \ ` rF � � Z , _ _ V 0 C •t ,� FY 1 I �I I \` \ "/' 333YYrrr" �\ • -_ y � \ M1 I 1 , III I \ 0 + o \1 D z ;0 i \ \ \ 0 ZI 1 \ \ zI \J I pi D \ \ wy0 O I D I I _ to I I �1 \ I N 7C \ \ ° u 3 0 Z \ Dr R o m I I I / N 1 \ \ \ �Z fJI �I // I I \ Y I I I II V \\ vv C0 c I� � I I I D lI I� j k : \ \ j l `. C II I 0 o cn o '' \ I E7 \ \ \ j O 0 I r m D z (7 D y FTTZO 4,�"'MWV2 Xa199 Z 2, P mg mm t � � 1 T 4 A 7 W R N -.-mo 0 g y2� o N G) P D m M �gM r o 55 i m y C rnA oo W O No O2 r CONCEPTUAL DEVELOPMENT PLANS LIGHTING EXHIBIT SHEET 8 OF 10 SCALE DESIGN ENGINEER: WILLIAM MATZEK NINNESOTR REG57RADON NUMBER: DATE: 1=11 Kimley -Hom and Associates, Inc. AD © 2"KIMEY -HDRN A ASS IATES, INC 1550 UNIVERSITY A VDM $51— HEST, WYE i1 51. PAUL. 4N 55114 PHONE: BSt -be3 -Ito] EA%: $5 851 - Bas -Stta www %IVttY- NORN,Bw 01 AWL PED LIGHT$ ALDNG KDHL'S PRDPERTY 0 0 0 T (7 O 0 C my z o �' m q w 3 m 0 m D � oe m z z R R 0 m (7 D y FTTZO 4,�"'MWV2 Xa199 Z 2, P mg mm t � � 1 T 4 A 7 W R N -.-mo 0 g y2� o N G) P D m M �gM r o 55 i m y C 1 _ \ I 1 1 , \ \ 0 \ rnA oo W O No O2 SHINGLE CREEK CROSSING BROOKLYN CENTER, MN HENNEPIN MINNESOTA CONCEPTUAL DEVELOPMENT PLANS LIGHTING EXHIBIT SHEET 8 OF 10 SCALE DESIGN ENGINEER: WILLIAM MATZEK NINNESOTR REG57RADON NUMBER: DATE: 1=11 Kimley -Hom and Associates, Inc. AD © 2"KIMEY -HDRN A ASS IATES, INC 1550 UNIVERSITY A VDM $51— HEST, WYE i1 51. PAUL. 4N 55114 PHONE: BSt -be3 -Ito] EA%: $5 851 - Bas -Stta www %IVttY- NORN,Bw 01 AWL PED LIGHT$ ALDNG KDHL'S PRDPERTY a. -B5 -D TER OESGNEDBY °R "�" BY - q w 3 m 0 m oe m z w 3 R R <� 8 CHECKED BY - n a iD 3 DATE °o 57 v H o m C C C E + \ r F, =n_ 11 DOjm o or N orb N �p osM O� n p n < p: a as a p �p a A a s p ` � a pp p g pp p TAO ' NA AO 1 �O NN O g5 OS �S �: m <a <a 3 <a 1 _ \ I 1 1 , \ \ 0 \ I � i I I 11 ', ill i 1 II it I ill ill I Iq I I I I 0 0 1 ICI I I 1 I I I N I 111 1 ZI 1 lot I , I CD •, I I I II ' I ICI ti (n ��III 1 I �,II 1 Imill 10 111 I D l AI 1 I I pi I m O m A rnA oo W O No O2 SHINGLE CREEK CROSSING BROOKLYN CENTER, MN HENNEPIN MINNESOTA CONCEPTUAL DEVELOPMENT PLANS LIGHTING EXHIBIT SHEET 8 OF 10 SCALE DESIGN ENGINEER: WILLIAM MATZEK NINNESOTR REG57RADON NUMBER: DATE: 1=11 Kimley -Hom and Associates, Inc. AD © 2"KIMEY -HDRN A ASS IATES, INC 1550 UNIVERSITY A VDM $51— HEST, WYE i1 51. PAUL. 4N 55114 PHONE: BSt -be3 -Ito] EA%: $5 851 - Bas -Stta www %IVttY- NORN,Bw 01 AWL PED LIGHT$ ALDNG KDHL'S PRDPERTY a. -B5 -D TER OESGNEDBY °R "�" BY ` ` \J (1 CHECKED BY ND. REVISIONS DATE BY 57 m \ � \ r O • i I � i I I 11 ', ill i 1 II it I ill ill I Iq I I I I 0 0 1 ICI I I 1 I I I N I 111 1 ZI 1 lot I , I CD •, I I I II ' I ICI ti (n ��III 1 I �,II 1 Imill 10 111 I D l AI 1 I I pi I m O m A rnA oo W O No O2 SHINGLE CREEK CROSSING BROOKLYN CENTER, MN HENNEPIN MINNESOTA CONCEPTUAL DEVELOPMENT PLANS LIGHTING EXHIBIT SHEET 8 OF 10 SCALE DESIGN ENGINEER: WILLIAM MATZEK NINNESOTR REG57RADON NUMBER: DATE: 1=11 Kimley -Hom and Associates, Inc. AD © 2"KIMEY -HDRN A ASS IATES, INC 1550 UNIVERSITY A VDM $51— HEST, WYE i1 51. PAUL. 4N 55114 PHONE: BSt -be3 -Ito] EA%: $5 851 - Bas -Stta www %IVttY- NORN,Bw 01 AWL PED LIGHT$ ALDNG KDHL'S PRDPERTY a. -B5 -D TER OESGNEDBY °R "�" BY CHECKED BY ND. REVISIONS DATE BY )rowing nome: K: \TWC_LDEV \GATLIN DEVELOPMENT \BROOKDALE CENTER \CADD \EXHIBITS \PUD SIMPLIFIED PLANS \09 - LANDSCAPE LAYOULOwg 09 Apr 25, 2011 7:29pm by trish.rothe W. d —I. ta•elhe• rRl the —.-t. and dsal•ns presented hra , man inat•oment of anwce. n L•tended only fw the specific pu•paoa and dK t fo• rbkc it woe pI--d. Reuse at and :np•oper rNimce m IN. dxumenl .ithout written wlhwizolion end odoplation by Kimley-Horn end Assaciptes. Inc. shall be .ithoal liability to Kimley-H— and Assaclates. Inc rn M M�.• Tom% ,! _ i;`/` xF m 0 o ? O M n =C) m m�� 0 U)X \` mom 0 C) z 0 6, ISO 0 m X, \, =cam zzm nzu z Z=Z 000 V`r U) r m ti \ - DWm ti rh 4 ,0 0 InACX =mF— c z _ r O N (7 D z 0 o m x m z 0 m m IT N O x m 0 - 01 . 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EA1 J O W mom 3 �• ;n In u � m DrN � �Zrn�I �O0 O X 0 `0 0 6 1 ' Jet ----�� y l \ � a.• { 1 p r ) C] C ,� ` ems ;, ' ✓ � �►'• '� � � m 0 U) as r wj O' 1; 0 0 c v z 0 ED D N m m O O 1. � O i CAI ) A O D i IQ m O .H cp ; 'D ° a $j oz o _ p N O N SHINGLE CREEK CROSSING BROOKLYN CENTER, MN HENNEPIN MINNESOTA CONCEPTUAL DEVELOPMENT PLANS LANDSCAPE EXHIBIT SHEET 9 OF 10 SCALE DESIGN ENGINEER WILLIAM MAiZEK MINNES07A REGISTRATION NUkff DATE. tVlt ^OA ❑_❑ KUnkv -Hm �. lW, • )550 MNI ° E BV STE PAM. uN 55111 PNW: 651- 615 -1197 FAX; 651 -615 -5116 wNR.KIMI.Ey- Hlrm.cau 01 ADD'L EVERGREEN SCREENING TO SEARS 01 -25 -I1 TDR DESIGNED BY "" BY C HECKED BY No. REVISIONS DATE BY )rowing name: K: \TWC_LOEV \GATUN DEVELOPMENT \BROOKDALE CENTER \CARD \EXHIBITS \PUD SIMPLIFIED PLANS \10 - CIRCULATION LAYOUT.tlwg 10 Apr 26, 2011 8:18am by lrish.rothe this locomen 1, legethw wnh the can'h and tlesigns P esmled 1+arein, m an ;nslrumml of xrwc<- is ml-- on y Iw IFe s ilm Pu Pose mtl clienl Iw wI,kh R w s gepa - Rax of and inprepn relimce m Ihis tloc —1 wi(— written wlM1wi—fl and adaPlaHOn by K'vnley -Hwn and Associates. Inc. —1 bs vil— 6-ilil, la K'rnley -Horn and Assoc Toles, Inc. G � y � mm A M y a s m Z Z � ����.ma C � I . =A \ d d \ \ \ \ \\ \ lAA) J 0 I \\ y0m — w \ 0 fJl \ \J ; \ O ` i D 2 o � \ < n 0 \ sp b. _ \ \ n m y \ d L m Cl) 01 N L DO O O i N O Z D \\ m m T D m m \ 0 0 L A m m n 9 x x C, 8 \ � C) < < IJ �7 a y T` \ < n O O O m \ v z -i -r L0 O \ c C: m m m C \ �C A Fri n D C \ O � x \ t7 = W m p m � ON �Z G) �7 1 — — , I Q � A � m i i I � . CF -4 O ; m m ° o � c� o� OO � N p N O SHINGLE CREEK CROSSING BROOKLYN CENTER, MN HENNEPIN MINNESOTA CONCEPTUAL DEVELOPMENT PLANS CIRCULATION EXHIBIT SHEET 10 OF 10 SCALE DESIGN ENGINEER. WILLIAlA D. MATZEK NINNESOlA REGISTRATION NUMBER: DATE: �=� Kimley Hom nt� In and hsoaates c ©2DOBKIHEY_HORN AND ASSDCIA,ES. INC 255D UNIVERSITY AVE NJE AESI. SUITE 238. ST. PAUL, MN 55114 PHONE: BSI - 84 5-418) r — 651 -645 -5116 _-E.- DESIGNED fiY " ""� BY CHECKED BY No. REVISIONS DATE BY ARCHITECTURAL CONSORTIUM L.L.C. 901 North Third Street, Suite 220 6124364030 Minneapolis, MN 55401 Fax 612 -692 -9960 GATLLN DEVELOPMENT COMPANY t� - Key Plan 1 ' EXISTIN6 NORTH ELEVATION ,'� t ' � l .', I I /Ib• � L - 4 � ��� � i 51MA-ATED "-- B/v.KLIT _ - _PREFOL METAL -Y, -\ Ij STONE - __ -. _. -.^. FROSTS wrvwac Cf l GLASS CORNICE- - - _ - ___.__ \ -__._ - - PREP IN. METAL - , - - ILLUMINATED N6nArE �. - -- -- - '� NORTH TENANT = TENANT - - TENANT TE — _ — -- / MaiMark Revision /Issue Date Elm NANT — \ SIFLIATQi \� -- CMU BA5E BRh= PREFIN. METAL ENTRANCE DECORATIVE . -�D' AL114. STOW CANOPY TO MALL \ LISHT \ STORErRONT 2 PROPOSED NORTH ELEVATION __... _- _- __.___ _ _. - - S - K p - - ' l - j i I r - I - -- — -- I CROSSING �. I EX15TINO EX6TIN6 ` - - -- FXI BARNES r $ °RVICE 4OJ T SEARS NODLE BROOKDALE CENTER ME EXISTIN6 WE5T ELEVATION 3 I,16• = 1 -0• REDEVELOPMENT - - PRCrIN. TAL BACKLIT CORNICE I FR05TED ___ _ _._._ -� __._�� �FRMK METAL .. FROSTCD CORNICE STON ��-. CE NTER , MN �::••:.;. TENANT -- _ _.. &LA SS .._." ,"EIFS BRICK f- _ IL,.Llimim, 51614,45E _ _ _ `B FR�OS K TED ' /! BROOKLYN -. - — I 6LA55 -- -- — - -- — ? - low TENANT TENANT TENANT - EXTERIOR Y ELEVATIONS FREFIN. METAL EA5TIN5 GEC9R.A'I� GAY' ✓.1s FRETN, MF'AL -- ANOD. ALUM. O!?J eASF 5EAR NJ CAt,�PY 5ERVICE COURT LIEHT Ah \I GAtiOFY .TO!v` rRONi'�� 1551P_'D DAT< _ 0406 -II �RA'Ml BY. 5L PROPOSED hIEST ELEVATION _....___. ._._.._..___..___..______..._.. I/Ib' w I' -0• CHECKED 5 1 : Al Architectural Consortium, L.L.C. 2010 ARCHITECTURAL CONSORTIUM L.L.C. 901 North Third Street, Suite 220 6121 36 -4030 Minneapolis, MN 55401 Faz 612 -592 -9960 I i 1 {` f I EXISTING OV'cRALL EAST ELEVATION N.T.S. GATLIN DEVELOPMENT COMPANY SEARS: t 1 ;• ,r ,�„„ - 'E"""' TEUNT ,ENPNT TENMf TFN�NT - - i Teem" ENANT rr I� Key Plan ­vrr �I _ 9 OIT 5 i 'I ...;. EN \NT 1 PROPOSED OVERALL EAST ELEVATION -' \'.' - I EX15T1w cURVED ENTRY BEYOND— -- , NORTH Y Mark Revision / Issue Date 3 EXISTING EAST ELEVATION Inb• - V -0" `M. FETAL we ENTRY BEYOND- - \ E45T. EIF5 \ Y NEW EIF5 ' TENANT TENANT - TENANT TENANT TENANT j r OM/ BAW - -- wH mcK \ 'EX15T. BRICK " DECORATIVE L16 fT5 4 PROPOSED EAST ELEVATION SHINGLE CREEK Ina. • r-o^ CROSSING BROOKDALE CENTER 5EAR8 BEYOtO - -� ---- - - - - -- ` "------------ k - r R SEMI _ \ REDEVELOPMENT __J L ---- P1 __ + _J II n BROOKLYN CENTER, MN I ------------------------------------------------ - - - - -- II i- �I_______________________ ______________________________- ----------------------------- �`- EXISTINS ATRLN I I TO BE REMOVED �: I I II I I _ - --------- - - - - -- -- - -- - EXTERIOR EXI5TIN6 EAST ELEVATION CON s TINUED Inb . 1'-O• ELEVATIONS SEARS BEY«0 - -. FREFIN. METAL BACK F'40 'E \J`�9Efl. IT CORNICE EX15T. EIF - /� EIF5 B SE ARS _ SEARS GLA55 / RICK ILL / MMNATED 5 - SSLED DA 5 04 -06-11 SIGNAFJE �R B _ _ _. ___ -_ -- - - — f __... - A NEW EIF5 _ ______ -' _- Cl B". _ E I _ ..__ _ _`.. _ -_ TENANTY TENANT TENANT TENANT! TENANT TENANT _ ' a.µ -- - - -- I iE�ii! - I TOTS^ � A2 5 ' GEC4RATIVE GAWAS- I'REFIN, METAL ANOD. ALUF1.� CW BASE -161 BRICK `EX15T. BRICK LIG'.' � \ EAST EL CONTINUED STCri�R.Nr Inb• = r -o• Architectural Consortium, L.L.C. 2010 ARCHITECTURAL EIFS PECOkATIVE ILLUMINATED , METAL CONSORTIUM L.L.C. L16W SICINkse WRWcE 901 North Third Street, Suite 220 612-436-4030 ..IT Minneapolis, 1AN 55401 Fax 612- 692 -9960 FROSTED TENANT TENANT TENANT CANVAS PREFIK METAL ANW. ALUM. GATLIN DEVELOPMENT COMPANY • AKNIN55 C ANOPY STOREFRONT FRONT @IDE Key Plan 2 - 0A .0, \' L DECO E" ' ILLUMINATED LIGHT 516 NASE PREFIN. METAL 1 CORNIC TENANT C �- TENANT TENANT TENANT TENANT < 1 I-REFiN. METAL FAINTED HOLLOW CANVAS — DECORATIVE HNDOH "V CANOPY METAL DOOR ANNN655 SPANDREL ISLA--, TYF. AT REAR NORTH REAP, Mark Revision /Issue Date TYPICAL ELEVATIONS - FAD BUILDING BACKLIT - V r FRO5T= LA55 PREFIN. METAL WFU4169 ILLUMINATED TENANT " --pEcoKA'nvE ANOD, ALUM- PREFIK METAL BRICK CHU LI&IT STOREFRONT CANOPY FRONT SHINGLE CREEK PREFIK METAL CROSSING ILLLHRATED EIF9 BROOKDALE CENTER REDEVELOPMENT BROOKLYN CENTER, MN 71 17 PAN= HOLLOW DECORATIVE P.REFN. METAL EIRC< CMu H= DOOR SIDS EXTERIOR F °NT ELEVATIONS PARAPET ILLUMINATED BEYOND 'A Eirs 516NACIE . ......... ..... -- ----- .. ........ 55uZ:1:�ATE: FL � 44- .......... C ECKED 5Y1 F BRICK L711 L REAR 2 -- � TYPICAL ELE V ATIONS A3 TYPICAL E EVATIONS - MAJOR ANCHOR Architectural Consortium, L.L.C. 2010 r { A�l.'.Cb •-tit. ,� � #� `� L' � ;w 4'. "`� .+ �4rr .�. v'> L.• is 4 �.r i . M ".4 �. .- • �1_A 1 r # ! . 4'{p ..„ l + l li y ' ' ,� y f�vP� yl.�• � ,� Y ♦ _`re � 4 °,. � � w �.t•► i \' '^.� � � . f+� ~ � 1 �'• f � i fn te a: � < `` t M- ,:. ' i 3r' � � - � K �� � i_ ( ` 1 �i ♦. ;�y� i yk ' <:�, •t 4► � � r i •i`►. �f �.5�.1 t ��# V � Sy s � - +`��>• ^ „�' r • a � fig{'.: � P� ���� :�._ i csa y �F'.3► ` � r is A; � . ..�. �x�': ;• ar ..�' _ ``;. `•�� fa ' r; tt r %".�. � ' • t .. - {'r'i S,,I�4LW � '�j�� w�' • y� Z` 1 � � s , '- IS 4 - 3' + / -WALL 1 a aR � • 5' +/_ MODIFIED EXISTING WALL WITH 8'+/- EXISTING WALL WITH PATIO ARCHITECTURAL CLADDING ARCHITECTURAL CLADDING SHINGLE CREEK OVERLOOK WITH REGIONALTRAIL EDUCATIONALAND INTERPRETIVE SIGNAGE SHINGLE CREEK CROSSING WATER FEATURE CONCEPT SECTION APRIL 2011 C /1 Kimley -Horn and Associates, Inc. GATLIN DEVELOPMENT COMPANY 101 South Main Street Dickson, Tennessee 37055 Tel: 615 -446 -7104 Fax: 615.446.7105 )rowing name: K: \TWC_LDEV \GATLIN OEVELOPMENT \9ROUKUALE CENIEN \GAUL)\tRtitd — \I'UU — KOOD LXIIDILaWg Yap' . a 11 Thie d«amenl, la th- with the —pt, and designs p sent<d Herein, ae a . na1 -1 <I verv— Is "-ded y r th< sp ,fic pu pose and <li<nt Yar why <h it was pr pa d. Reuse of and ­ p- .than« an m r- �\ \ \1 x ♦ 00 �') \\ G 0^ (nX z \ - Z C/) cz) \ \ 400 10 10000 -4 \ m n c v� � � r n G) U) Z7 C X Q � 0 D, \ - >!2 lJ / ) �j �') \\ G 0^ (nX z \ - Z C/) cz) \ \ 400 10 10000 -4 \ m n c v� � � r n G) U) Z7 C X Q � 0 D, \ - >!2 o�o, \ W O 0 0 D 0 D r m z C7 D C O r z X m D n n � n O U) X O C m m r r m 0 m z 0 k' I 03 -0 � 0 vv Z v D i I \\ �.' ��' Vi i^ ✓ � \\ \ \ \.� �� T 1 v V J \1 1 ilk o�o, \ W O 0 0 D 0 D r m z C7 D C O r z X m D n n � n O U) X O C m m r r m 0 m z 0 k' I 03 -0 � 0 vv Z v D i I \\ �.' ��' Vi i^ ✓ � \\ \ \ \.� �� T 1 v V J \1 1 ilk I p m G) � J / 1 t� r B i r NI i Is Pfl i! I I I 9II � l i r7 � \ " I 9 I � II D 000 y y �_ 0 to C Z r:,, , i I, c 1 0 III R � 0 Ili k ! 2 il' ( I j O , Z IIR all I I i Ali k,l i I r � h I,I 000 � N DI Q r � m T C 1 I, I� I� V � :I II �� ! I' l I i +� I SCALE DESIGN ENGINEER: 01 SIZE PLAN MODIFICATIONS PER CITY COMMENTS 04 -22 -11 TpR N � Kimley -Hom � a, p ° WILLIAM D. MATZEK oo � SHINGLE CREEK CROSSING MAJOR ACCESS DESI GNED By � and Associates, Inc. O DID rn N O MINNESOTA REGISTRATION NUMBER W 6 -L'� BROOKLYN CENTER, MN ROUTES - PUD DRANK BY © 2009 KIMLFT -HURN AND ASSOCIATES, INC. N 2550 UNIVER9TY AVENUE N£Si, SURE 238N Si. PAUL, MN 55114 m �O 2 CHECKED BY PHONE: 651 645-4197 FAX: 651- 645 -5116 A f HENNEPIN MINNESOTA DATE: wnw. "' MLEY- "°" N.cpM No REt/9 UN5 GATE BY Z k ! 2 il' ( I j O , Z IIR all I I i Ali k,l i I r � h I,I 000 � N DI Q r � m T C 1 I, I� I� V � :I II �� ! I' l I i +� I SCALE DESIGN ENGINEER: 01 SIZE PLAN MODIFICATIONS PER CITY COMMENTS 04 -22 -11 TpR N � Kimley -Hom � a, p ° WILLIAM D. MATZEK oo � SHINGLE CREEK CROSSING MAJOR ACCESS DESI GNED By � and Associates, Inc. O DID rn N O MINNESOTA REGISTRATION NUMBER W 6 -L'� BROOKLYN CENTER, MN ROUTES - PUD DRANK BY © 2009 KIMLFT -HURN AND ASSOCIATES, INC. N 2550 UNIVER9TY AVENUE N£Si, SURE 238N Si. PAUL, MN 55114 m �O 2 CHECKED BY PHONE: 651 645-4197 FAX: 651- 645 -5116 A f HENNEPIN MINNESOTA DATE: wnw. "' MLEY- "°" N.cpM No REt/9 UN5 GATE BY 1 2 3 4 5 6 7 1 8 1 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 25 27 28 29 30 31 32 33 34 35 1 36 1 37 1 38 39 ED A FULL MOVEMENT TRAFFIC o ypNgL PRELMNARY B ,;' I COUNTY RD NO. 10 NOT FOR CONSTRUCTION E j/ /„ M E I `' ! ROW DEDICATIO N 1 METRO TRANSIT ^ -- - -- STATION 15' ROW - EXISTING ` _- s PROPOSE _ ___ EXISTING - -_ ___ _ - NG FULL ELOCATED __ -_ P foN_4GN - as NLL CCESS _DEDICATION _ - . ---------- -i - -_- - -_TTl Af. TH AST ARM .-- - -_ -7 T'-;W SIGNA� L - - -_ - -^ . __ `iDW -.% RATI O 15' ROW rPROP _ P 0 0 35' BUILDING SETBACK TRAF - s -/ - a /// "ABN @LE_ _ PRMON�GLIOEIfF�i�F•�IGO¶ PROP SLIFT_.' -°/ a-MQNU Wi - _ ___ -- SIGN PR SIGN ._ __ «___ _ -_ - -_' _ iJ - O o ` -_ L ` \\ `3 e/ - �- .....____SIGN s A _- _- STATION PROP65E0' - s � i 5 a :4 ` L, _ _ E 0 UTILITY EASEME�.T _ U SIGN M 1 11 i _� _ _ \ 22' BUILDING 1TJ�URDING SETBACK - PROPa:: U��)\ O Ln f .i� NORTH a E U Morvu 'SfGN / /i\ \\ �, (� i q j �\�>,; • 1 � , AJ i I mo' 1--- 1 1 1 s j \ \✓ y i U- -� .`. ll� u C - /II 1 `i - 4• '%' D 120 240 ., o /C \ 1 w / _ F \ 1 KOHL - - - -- SCALE FEET FIR T �• r Y - EXISTING d pA:,, \ G l' / N4 \ 30 ' ITXrFl BER EamaENT / \a: l _ E r: }. SEWER, , x / l ., 1 r ;/�/�- .. a i _ �- ;' J EA �';l � � \ ° �' \�V ; ` SYMBOL LEGEND: fix€ 'snl q6'' / PROPERTY LINE ❑ I = !�' / /: r/ \ \ \ y �\ / t / I , �� y \ Q; PROPOSED LIGHT POLE (SEE LIGHTING " \ , +l ! \�, \/, �. �/ • TRa oSE \ % : PLN FOR FIXTURE LEGEND) gA� vXlll H j( ( fi n ! / ' i' i i PROPOSED PEDESTRIAN -LEVEL LIGHTING (SEE Y o J \ ° 0 35' BUILDING f' {' \. /� I k ` 'r f_ �/ L ' i ' Y ' , J +, �. / ) . LIGHTING PLAN FOR FIXUTRE LEGEND) ❑ 3 T SETBACK A / / / fi Y l: ._.\ i �'Y � STANDARD PARKING STALL � i NA PROPOSED PARKING SPACES /I PROPOSED A550CIATE PARKING O~ y OI 5PACES rc € N CART CORRAL TYPICAL. SEE DETAIL J u ✓ LEBE / f Vi A _ \ /'-via -.� .'l: t i '�:/ ° `` DRAINAGE k R FIRE HYDRANT - I r' I /' / /'• !g - i y � % \� % �(� %' / ` (VAI AaI.C`� ) T '��� ' a 6 FOOT CHAIN LINK FENCE K GUARD RAIL <oQp Q P�%I SA E TING PROPOSED ADA STRIPING ' WAL BOX r' PYLON SIGN PHASE It CONSTRUCTION (AS LEASING € ¢ O 'C , PROGRESSES L = .I S\,,6�t %o ^\ � %\alLVlOt�'/ � N_EXm�S )�aD„L :SroeeLOT:o9.5F. s 4; �� A r a 6 f eASrME T X X yam . ' a < < x / _ / I / /v TWIGAL SECTION. SEE SHEET 6048. h ¢r k o r 1 .. taP PGN EXISTING - \ 1 i / /// ' z E M a r ,A j / W BUILDING: -- = i Walmart : ' I ; i / i� F/ / PAVEMENT HATCH LEGEND: _ a P I RETAIL STORE #5625 -00 �- C o E I SHOPS C - 780 SGL - ! \ /'� PROPOSED HEAVY DUTY ASPHALT GG 181,943 S.F. (APPROX.) G 1 s % •' , A� PROPOSED HEAVY DUTY CONCRETE O m 3 /A'' •ice N o m PROPERTY LINE � PROPOSED CONCRETE PROPOSED PROPOSED BITUMINOUS TRAIL W PYLON SIGN ¢ P / PROPOSED STANDARD DUTY ASPHALT AREA c l :� i �� / / A / / // y 10' UTILITY EASEMENT / // // /� SITE PLAN NOTES Q / j T EXISTING %/ %� • \ E /' / ' A / / / Y 1. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. \`.. }� ENT = _ / / / f yl 1 I , \ 2. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND SEARS Q R (1 �I ( NOTIN ` \�I i/ '�� // W I \ (THE PRESENCE OF GROUNDWATER SHOULD BE PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT - i CONTRACT ,.;A I,� ANTICIPATED ON THIS PROJECT. CDNrnACTIXi'S W IIt A 1 7) d \ BIO SHALL INCLUDE CONSIDERATION FOR 3. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT &CONCRETE IN ACCORDANCE ADDRESSING THIS ISSUE. 0 WI SPECIFICATIONS. /� I 1 9 \ L ` ` ` y -/ ✓ j / / 4. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN 53 STORMWATER rNT 5 LT REFER O ARCHITECTURAL ACCORDANCE WITH SPECIFICATIONS 1.\ \ - / ROPOSED N l n_� ,RA ^TORS MUST CONTACT J S (, I y 1 ' ' �/ � \� Y , / PYLON SIGN / GOPHER STATE CALL ONE SIDEWALK DIMENSIONS. PORCH NDR MP PLAN FOR ACTUAL BUILDING AND LOCATIONS J M TOLL FREE 1 800 - 252 - 1166 Q 40' BUILDING SETBACK 6. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES BEFORE CONSTRUCTION BEGINS PRIOR TO CONSTRUCTION ADJUSTMENT, OR RELOCATION OF EXISTING UTILITIES AS W TWIN CITY AREA 651- 454 -0002 DESIGNATED ON PLANS. ° - A ` / / 10' UTILITY 3: DRAINAGE % T 1101 I %X�G CONTRACTOR SHALL PROVIDE PIPE BOLLARDS FOR PROTECTION OF ALL ABOVE EASEMENT ] > \ / A GROUND UTILITIES AND APPURTENANCES IN DRIVE AREAS. '" , v 45 NSP EASEMENT /'' O ALERT TO CONTRACTOR: 8. CONTRACTOR SMALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS ALL MM GENERAL CONTRACTOR WORK TO 8E COMPLETED (EARTHWORK, FOR 2 ` j 1 �I✓ J"�� ,f� ACTUAL LOCATION OF ALL UTILITY ENTRANCES, TO INCLUDE, SANITARY SEWER LATERALS, SERVICE. DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL. NATURAL FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN `� 1 % • \ �� / PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF JOB GAS AND TELEPHONE SERE. CONTRACTOR SHALL COORDINATE INSTALLATION OF - ¢ - _� J' j _ - , - - UTIUTIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER �/ Q ___ _ TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR DEPTHS ARE ACHIEVED, AS WELL AS COORDINATE NTH ANY UTILITY COMPANIES 2 - -T _ ,` -� '' - -- _ THE CUTLOT. WIM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS / FOR - INS /CONNECTIONS TO THEIR ! V w O OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES FOR APPROVED LOCATIONS AND SCHEDULING OF TIE lI O a S _� _ / ' AFTER MILESTONE DATE. PURCHASER OF PROVIDE PERMIT FACILITIES. W ¢ n '� ` �`r �, - - DOCUMENTS AND SWPPP REQUIRED BY STATE /LATE /L OCAA L REQUIREMENTS Z �/ Z `` 9. CONSTRUCTION SHALL COMPLY NTH ALL GOVERNING CODES AND BE CONSTRUCTED 'A Z Z '' FOR SPECIFIC OUTLOT. TO SHE. �v/,� W f W 10. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTIN U O �' ' '1 i / / SITE DATA TABLE ITEM DURING CONSTRUCTION, SUCH AS. BUT NOT LIMITED TO, DRAINAGE, U EXISTING U) TILITIES. O U 7 �`, _ �/ WALMART SITE DATA TABLE PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO, OR BE ER THAN W 0 / BU E %ISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING Z I ED TIDING 181,943 SEE BULDING DESIGNATION LOTAREA 1- P- MGPRONOE >- D RI1T0 DAMAGE AND NOTIFY WAL -MART CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION L(� , � PARKING WALMART REQUIRED PROPOR D WALMART LOi 1, BLOCKI 1B OSACRES la A1380.FT. 909 SPACES 5.m START. N y0 1 ` 1 1 1 �\ '~ I; " � / ipOAO ASSOCIATE (1 PER 1,000 SF BUILDING AREA) 182 182 EXI.TINDBNLOING LOT 3, 1 11.87ACRES 123.212 SO. FT. 55{SPAOES 4.50 11. CONTRACTOR SMALL TOUCH -UP PAINT ALL LIGHT POLE BASES, FIRE HYDRANTS AND Y Y O F p 7`, ```,` ADA (MEDIAN AGE = 35) 21 21 pPPLEBEE3 LOT I, BLOCKI 0.3] ACRES I,B�SO. FT. -PACES 11 pB CURBS WHICH ARE CURRENTLY PAINTED. COST SHALL BE INCLUDED IN THE BASE ro X c i j.. '` TOTAL 909 921 BID. -yFyl F 1 \ �\ 4 /'' RATIO 36 50 KONI -2. BLOCK2 S.WACWS i5A0030.I 151 SPACES 3.05 O w l'4• ' ''' ' CART CORRALS (18) }6 36 q LOT S, BLOCKI 113 ACRE9 12. SITEWORK FOR THIS PROJECT SHALL MEET OR EXCEED THE "WALMART SITEWORK w o 1 1 X �' BROOKLYN CENTER MEDIAN AGE: }5 B LOT O, BLOCKI 110ACRE3 SPECIFICATIONS ", UNLESS SPECIFIED ELSEWHERE- My NN E I'/ l' ADA REQUIRED: 2S + 2 LL d n 1 . /� '''/ VAN SPACES' 1 FOR EVERY 6 ADA SPACES REQUIRED C LOTII,BL l I.-R 13 CONTRACTOR TO REMOVE E3 m 1 - . O } }PROVID 3. BLOCK ED O LOT II 0.56 OR RELOCATE. WHEN APPLICABLE. ALL EXISTING ACRES BUILDINGS. . FOUNOATONS, BASEMENTS, CONNECTING IMPROVEMENTS, DRAIN PIPES, O Y C ` - ^ '/ ��\`^ SANTA SEWER PIPES. POWER POLES. AND GUY WRES, WATER METERS AND W E LOT I3. BLOCKI 1.33 ALRE5 F Z 1 \ u `\ 1 �� / i WATER LINES. WELLS. SIDEWALKS. SIGN POLES. UNDERGROUND GAS, SEPTIC TANKS. u) J �� T /'' SITE DATA F . BLOCN2 130 ACRES AND ASPHALT. SHOWN AND NOT SHOWN. WITHIN CONSTRUCTION LIMITS AND WERE L ` O LOT I ` ADDRESS: EXISTING: G LOT T. BLOCKI 3.51 ACRES NEEDED.TO ALLOW FOR NEW CONSTRUCTION AS SHOWN. U �i 1108 BROOKDALE H LOT 9. BE=T 1.10 ACRES Z Z ¢ Z n 1 ' 1 � \ 1 �` �'` ^`` / BROOKLYN CENTER, MN J LOT 5, BLOG(t 0.39 ACRES 14. CONTRACTOR SHALL FOLLOW ALL LOCAL. STATE, AND FEDERAL REGULATIONS IN C W DISPOSING OF DEMOLISHED MATERIALS REMOVED FROM THIS SITE. = c \• -_ K LOT IO, BLOCK I 1.19 ACRES Z j \ ', `\ ^,� ^� - - -•� PROPOSED: MID 15. ALL PAINT USED FOR PARKING STRIPING SHALL BE PER WALMART SPECIFICATIONS y/ Z . - W ZONING DISTRICT: PUD M LOT 15. BLOCK 116ACRE8 _ 3 LAND USE CATEGOt Y: COMMERCIAL AA ; \ / N LOT 2. BLOCKI 227 ACRES 16 DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE DATE \' 1 \ .f P LOT It, BE=1 333 ACRE. 17, CONTRACTOR TO REFER TO LANDSCAPING AND IRRIGATION PLAN FOR RELOCATIONS 03/10/2011 I I I ' \ /' BUILDING HEIGHT: MAX . BY CODE: N/A O LOT I6.BLOCKI 2T ACRES AND ADDITIONS. WALMART. 30 FEET f PROJECT N0, FLOOD ZONE OUTLOT A OUTLOTA 3.81 ACRES : 18. CART CORRALS TO BE PROVIDED BY WALMART. ASSEMBLY AND INSTALLATION TO 160633001 V 1� \ 1� / COMMUNITY PANEL NUMBER: 2701510212 E . 10 O.W ACRES BE DONE BY CONTRACTOR, E BB DATE OF FIRM: SEPTEMBER 2 ROW OEdGTION COINITY -N0 . 2004 ROW DE- I STATE N'NY ND. 100 11.82 ACRE. SHEET NUMBER E \ � I ZONE 'X' AND 'AE' TOTK SO.BSACRE 385,05330 FT tA118PgCE. 5.12 19. PLANS SUBMITTED FOR PERMITTING SHALL MEET THE CITY'S CODES AND ALL J \% I APPLICABLE BUILDING CODES IN EFFECT AT THE TIME 6040 v W a lmart Brooklyn C enter,MN "_c April 05, 2011 �M-■■; From Science to Solutions N rry 1 +I N U Q1 S? r i CL r� r . < �i • • a h �r rr • I�tll� I j Ilnlm" :r = cu co l�l�l�Il o N y 0 I I t II11�� o � 1111l1�� o 1jI111�■ � L U N I �� F M vi 1111 11111 °' 1111 °- tllll 111111 ,,� 1111111 � 1 ,I 4 I r► r r r � }� � �C �1�1�1� �IIIIIIIIIrl � 11111111111111111 �; 111111111111111r 111111111. �,�. I I i t H i l l 11 1 111 Ih I 1 � ��•�q 11111111 1111111, 1 11111111111 V I I 1 �1 i Yr. M moll cu cu co o N I 1 n � Pill r ♦ / ;'1 ��� • ,Y am r A fi g i�l e� 0 I o 11114j� � 1� �— -`- • 1 WON NOW Wa I m a r t ♦ s April 05, 2011 Brooklyn Center,MN Perspectives 4 r r a N ■ ■ From Science to Solutions N v V Q V1 v I I �i r�r yr �yr =r r riririr =�i =i� % n li� iii ''''i'i'i'i'i'i'i'i � gnp �����r�rri�rrr =rrrrrr V In I, �� ,r r,r'r'r'r rr, ' ■ r • , � r im�i������i��r�r��� li�i�i�����������������r�r�r������ Ln Q 1 1 y 1 t '• I1 + o III11�� o LI 1II'11�■ a� U N I � E 1Q PANELSVSTEM EIFS SW 7689 PANELSYSTEM TRESPAMETEON METALLIC 'ROW HOUSE TAN' TRESPAMETEON METALUC 'DARK BROWN' "CENTER' EIFS SW 7689 PRECAST PANEL PRE -CAST PANEL VISION GLASS EIFS SW EIFS SW 2823 'ROW HOUSE TAN' PRE -CAST PANEL 'RED BRYAN' BUFF NAPOLEON "ROOKWOOD CLAY" EIFS SW 7718 PRE- FINISHED METAL SLAT ROOKWOOD 2823 CLAY' BUFF NAPOLEON' 'OAK CREEK' 'OAK CREEK' AWNINGS SW6258'TRICORN EIFS SW 7718 BLACK' - _ slSis�l MOJAVE ALPINE VISION GLASS MOJAVE ALPINE SPANDREL GLASS INTEGRALLY COLORED SPANDREL GLASS VISION GLASS MOJAVEALPINE LEDGESTONE BY BENCHES LEDGESTONE BY CMU SPLIT FACE'CREAM' pUIK- BR LEDGESTONE BV VISION GLASS BY OLOCASTLE CULTURED STONE QUIK -BRI K - PROMENADE CULTURED STONE QUIK -ERIK "PROMENADE pUIK -BRIK _PROMENADE CULTURED STONE BLEND' BY OLDCASTLE BLEND' BY OLDCASTLE BLEND' BY OLDCASTLE BLEND' BY OLDCAST. Front Elevation INTEGRALLY COLORED CMU SPLIT FACE TO MATCH SW 6095 'TOASTY' INTEGRALLY COLORED PRE -CAST PANEL CM SPLIT SPLIT FACE'CREAM' PRE -CAST PANEL RED BRYAN' BY O PRE -CAST PANEL PRE -CAST PANEL BUFF NAPOLEON' 'RED BRYAN' BUFF NAPOLEON' ' PA NEL RED BRYAN' z -. - - -._ - - • • y� .. - x ":. INTEGRALLY COLORED MOJAVE ALPINE UESTONE BY L pUIK- BRIK'PROMENADE CMU SPLIT FACE *CREAM' CUL STONE BLEND' BY OLDCASTLE BY OLDCASTLE QUIK- BRIK BLEND' BY OLOCASTLE QUIK- BRIK'PROMENADE BLEND' BY OLDCASTLE Rear Elevation 1 Walmart April 05, 2011 Brooklyn CenterMN Elevations 6 � From Science to Solutions PRE -CAST PANEL PRE -CAST PANEL EIFS SW 7718 F NAPOLEON" PRE -CAST PANEL PRE -CAST PANEL 'RED BRYAN' "OAK CREEK" METAL ROOF CANOPY "RED BRYAN' F 'BUFF NAPOLEON" SM258 "TRICORN BLACK' 1 ; OUIK -BRIK "PROMENADE OUIK -BRIK 'PROMENADE OUIK -BRIK "PROMENADE BLEND" BY OLDCASTLE BLEND' BY OLDCASTLE BLEND" BY OLDCASTLE Right Elevation PRE -CAST PANEL EIFS SW 7718 PRE -CAST PANEL 'RED BRYAN' 'OAK CREEK" 'RED BRYAN' PRE -CAST PANEL BUFF NAPOLEON' PRE -CAST PANEL PRE -CAST PANEL 'RED BRYAN' 'BUFF NAPOLEON' OUIK -BRIK "PROMENADE MOJAVE ALPINE OUIK- BRIK'PROMENADE BLEND' BY OLDCASTLE LEDGESTONE BY BLEND" BY OLDCASTLE CULTURED STONE Left Elevation Sign Qty Color Height Illumination Sq.Ft Total Sq.Ft almart 2 White 5' -6" Internal Spark 2 Yellow 8' -0" Internal 298.00 596.00 Outdoor Living 1 White 2' -6" N/A 77.24 77.24 Market & Pharmacy 1 White 2' -6" N/A 102.58 102.58 Home & Living 1 White 2' -6" N/A 72.62 72.62 Pharmacy Drive Thru 2 White 1' -6" N/A 39.88 79.76 Total Building Signage: 928.20 """ Walmart April 05, 2011 Brooklyn Center,MN Elevations 7 �.� ■■ T From Science to Solutions MEMORANDUM TO: Planning Commission Members FROM: Tim Benetti, Planning Commission Secretar i' SUBJECT: Reconsideration of Planned Unit Development Plan Approval and Site/Building Plan Approvals in conjunction with Luther Brookdale Honda and Luther Toyota City dealerships (6700 and 6800 Brooklyn Boulevard — PC App 2008 -005) DATE: April 27, 2011 INTRODUCTION The Luther Company is requesting preliminary review and input to their previously approved Planning Application No. 2008 -005, which rezoned the easterly side of Brooklyn Boulevard between I -94 and 69 Avenue North, addressed as 6700 and 6800 Brooklyn Boulevard from C -2 (Commerce) and R -3 (Multiple Family Residence) to PUD /C -2 (Planned Unit Development/ Commerce). The application also considered the approval of a sitelbuilding plan for the new Luther Brookdale Honda dealership and the new Luther Toyota City dealership. This item is only being presented unofficially at this time in order to provide an update to the Planning Commission and is not being considered or reviewed under any official public hearing process. BACKGROUND The Luther Company acquired all of the land for automobile dealership businesses in the area on either side of Brooklyn Boulevard between I -94 and 69 Avenue as well as two single family homes on 69 Avenue. This redevelopment included the remodeling and expansion of the dealership at 6801 and 6837 Brooklyn Boulevard referred to as the "Luther West Side Development" (Planning Commission Application No. 2008 -003) plus the two new automobile dealerships to be developed on the subject properties addressed as 6700 and 6800 Brooklyn Boulevard, or the "Luther East Side Development." A similar Planned Unit Development Rezoning and development plan were submitted and approved in 2005 and 2006 by the City Council. The Luther Company, however, acquired the properties located at 4101 and 4011 69 Avenue North and incorporated them into their east side redevelopment. The previous PUD process was never totally completed and necessitated the reconsideration of the PUD application in 2008. Luther was also granted the right to a waiver from platting requirements concerning the lot at 4215 69 Avenue North (which is currently owned by Luther Companies) to be combined into a single lot with the lot proposed for Brookdale Honda. This waiver was due in part to the unresolved environmental issues related to the former Pilgrim Cleaners business at this site. At some point in the future, when there are no longer environmental issues related to the old Pilgrim Cleaner site, the applicant should comply PC 04 -28 -11 Page 1 with ordinance requirements and combine the lots into a single parcel through platting, registered land survey, or lot combination. Luther Auto was also granted an encroachment into the 15 green strip at the southwest corner of the Toyota site to allow a main display pad with a pergola and fence with a "Welcome to Brooklyn Center" ground message at that location. Finally, the applicants proposed to install an 8 ft. high fence within an established 35 ft. buffer strip along the easterly edge of the two main properties. STAFF ANALYSIS Pursuant to Section 35 -355; Subdiv. 5. Application and Review; Subpart d. , any building plan approved as part of an overall PUD development plan may not be increased or decreased by more than 5% of the [approved] floor plan. Since the approvals in 2008, Luther has slightly tweaked the final design and layout of the new Honda and Toyota buildings, which resulted in a net decrease size (footprint) to both buildings. The previous versus new footprints were determined as follows: 2008 2011 Net Decrease / % Honda 53,277 sf. 52,228 sf. 1,049 sf. / 1.97% Toyota 56,521 sf. 52,140 sf. 4,381 sf. / 7.75% As a cumulative footprint, both building average just under a 5% decrease. However, our ordinance does not provide for any cumulative or combined averaging; therefore Luther has essentially agreed to leave the Honda building decrease as is, and increase the Toyota building to meet the 5% threshold. These plans under preliminary review tonight do not reflect this slight increase; however, the official resubmittal will provide this increase and Staff anticipates it will meet this requirement. The buildings have also been slightly shifted on their respective lots, and the parking layouts have been revised. The lot line separation between the two dealerships has also been revised and the lots are now physically separated by means of a raised, landscaped median between the two parking areas serving these two buildings. Since the new Honda building was shifted a bit to the north (towards 69 Avenue), the southeast corner of the former Pilgrim lot is clipped to accommodate this building shift. Luther Auto has stated they intend to replat this lot and the two separate lots for the respective Honda and Toyota dealership sites as illustrated on the proposed Bri Mar 2 "d Addition plat (attached hereto). Once Luther receives final approval or sign -off from the Minnesota Pollution Control Agency on this Lot 1, they will combine it with or into the Honda (Lot 2) site. This joining of properties may entail a simple lot combination filing with Hennepin County, or consideration of a future plat with the City. In any event, with the full knowledge that Luther Auto is in control of all properties in this PUD, staff is confident the applicants will provide for and complete this combination in the immediate future. PC 04 -28 -11 Page 2 ACCESS/PARKING /GREEN STRIPS Luther proposes to keep the four access points to this site: • A right in, right out access to the Toyota property about midway between I -94 and the 68 Avenue intersection with Brooklyn Boulevard; • A shared access between the Honda and Toyota sites at the 68 Avenue signalized intersection; • an existing access on 69 Avenue at the median break and across from the access to the commercial center on the north side of 69 ; and • a new access on 69 Avenue at the median break at Halifax Avenue North. City Engineering may be requesting the elimination of the northwesterly access point on 69 Avenue, due in large part to the recently observed conflicts resulting from vehicle stacking problems during all peak hours. LANDSCAPING /SCREENING The applicant has submitted a slightly revised landscape plan. The previous plans called for retaining up to 22 existing shade trees, five coniferous trees and four decorative trees on the site, plus a large number of new trees and plantings throughout the site. Staff has not made an official review or determination on this plan but will at a later date. With respect to screening, the ordinance requires a minimum 35 ft. buffer area where C -2 property abuts R -1, R -2 or R -3 zoned property at a property line. Such a buffer will be established along the east sides of the site. As stated previously, an 8 ft. high wood fence was approved along the east side of this property. Luther is now looking at a possible 10 -foot high screen fence with a decorative stone or stamped concrete appearance, which may provide a more suitable screen and security measures for their parking areas. Along the north green strip there is an existing wood fence with brick piers which will be continued and expanded along the north property line of the Honda site to screen the parking areas from the R -1 residential area on the opposite side of 69 Avenue. GRADING/DRAINAGE/UTILITIES The applicant is providing an updated preliminary grading, paving, drainage and erosion control plan, plus utility plan. It does not appear these plans have undergone any significant changes from the 2008 submittals. One noticeable change is the site is now intended to be served by two larger underground stormwater detention systems near the north and southerly ends of the site. As part of this update and part of any official review, the new overall drainage plan will need to be reviewed and approved by the Shingle Creek Watershed Management Commission. It is assumed new calculations will have to be submitted to the City Engineer in order to determine the adequacy of the ponding area to handle drainage from the site. These updated plans have not been officially reviewed by the Director of Public Works /City Engineer at this time. Those comments and any conditions would be made available at time of official site plan review. BUILDINGS The applicant has submitted new building elevations and floor plans for the two proposed buildings additions. The building exterior for the Honda building contains insulated precast PC 04 -28 -11 Page 3 1 d EIFS to match these concrete concrete panels an panels and a silver and Honda Blue aluminum p eel canopy will be provided on the front elevation. Display composite panels. A painted st py p ) ( p windows are on the front west elevation and arts of the north and south elevations. Service doors will be to the back (east elevation) with the service write up area on the south side of the building and car wash bays will be located at the northeast corner of that building. The Toyota building will be precast concrete panels with EIFS to match along with aluminum composite panels and metal cap flashing. Display windows are to be on the front (west) and portions of the north and south elevations. Service doors will be the rear (east elevations) of the site. The service write up area for this building is to be on the north end with service doors entering and exiting the area. Car wash bays are to be at the southeast corner of the building. Both buildings have a second story floor over a portion of the buildings. PLATTING A preliminary plat was previously approved in 2008 (see attached City Council packet). The subject property is to be split into three separate lots; Lots 1 and 2 will be for the benefit of the Honda dealership while Lot 3 is solely for the Toyota dealership. Lot 1 will remain a separate lot at this time until such time the underlying environmental issues have been mitigated and cleared. Luther has updated this preliminary plat from 2008 and made minor revisions or tweaks to said plat. For all intents and purposes, the future final plat would be consistent with and follows the overall platting intent submitted by Luther in 2008. PROCEDURE Staff will provide the Planning Commission a brief overview of these proposed changes offered by Luther Automotive Group. Once the Commission has had a chance to review and comment on this item, Staff will direct Luther to re- submit an official Site/Building Plan application, which will present and consider these revisions. This matter is intended to be presented to the Planning Commission under formal application consideration at the May 26, 2011 regular meeting. PC 04 -28 -11 Page 4 • City Council Agenda Item No. 10b i • COUNCIL ITEM MEMORANDUM To: Curt Boganey, City Manager From: Ronald A. Warren, Planning d Zoning Specialist g g P J _ , Subject: Planning Commission Application No. 2008 -004 Date: July 22, 2008 Recommendation: It is recommended that the City Council, following consideration of this matter, approve the application subject to the conditions recommended by the Planning Commission. Background: On the July 28, 2008 City Council Agenda is Planning Commission Application No. 2008 -004 submitted by The Luther Company LLLP for Preliminary Plat approval to combine and divide four existing lots into two lots on the east side of Brooklyn Boulevard between I -94 and 69 Avenue for the creation of two new automobile dealerships. This matter was considered by the Planning Commission at their July 17, 2008 meeting and was recommended for approval. • Attached for your review are copies of the Planning Commission Information Sheet for Planning Commission Application No. 2008 -004 and also an area map showing the location of the property under consideration, the Planning Commission minutes relating to the Commission's consideration of this matter and other supporting documents. Budget Issues: There are no budget issues. Application Filed on 6 -19 -08 • City Council Action Should Be Taken By 8 -18 -08 (60 Days) Planning Commission Information Sheet Application No. 2008 -004 Applicant: The Luther Company, I I I.P Location: 6700 and 6800 Brooklyn Boulevard and 4011 and 4101 69th Avenue North Request: Preliminary Plat Approval The applicant, The Luther Company, LLLP, is requesting Preliminary Plat approval to combine and divide four existing lots currently addressed as 6700 Brooklyn Boulevard (Lot 2, Block 1 Bri Mar Addition), 6800 Brooklyn Boulevard (Lot 1, Block 1, Bri Mar Addition), 4011 69"' Avenue North (Part of Lot 3, Auditor's Subdivision No. 25- Metes and Bounds Description), and 4101 69 Avenue North (Part of Lot 3, Auditor's Subdivision No. 25 — Metes and Bounds Description) into two lots for the purpose of building two new automobile dealerships on the newly created lots proposed to be. known as Lots 1 and 2, Block 1, Bri Mar 2 "d Addition. The properties under consideration are currently zoned C -2 (Commerce) and R -3 (MultipLe Family Residence and are located along the easterly side of BrooklyndBoulevard between I -94 and 69` Avenue North. They are bounded on the north by 69 Avenue; on the east by R -3 zoned • property containing a non - conforming single family home and a townhouse compelx along with four R -1 zoned properties abutting Grimes Avenue North; on the south by I -94 right of way; and on the west by Brooklyn Boulevard and the lot addressed as 4215 69` Avenue North. The two proposed lots along with the lot addressed 4215 69 Avenue North (Lot 1, Block 1, Chrysler Realty Addition) will make up what the applicant refers to as the "Luther East Side Development" (see Planning Commission Application No. 2008 -005 for the PUD proposal). The East Side Development along with the "Luther West Side Development" (see Planning Commission Application No. 2008 -003 for the PUD proposal) will make up a major redevelopment by the Luther Companies for the east and west sides of Brooklyn Boulevard between I -94 and 69` Avenue. A similar preliminary plat application and Planned Unit Development proposal were submitted and approved in 2005 and 2006 by the City Council. The Luther Company, however, has i recently acquired the property at 401169 Avenue North and wishes to incorporate this into their east side development. This property is zoned R -3 (like 4101 69 Avenue) and contains a non- conforming single family home which will be demolished or relocated. They also plan to demolish the existing Brookdale Buick, Pontiac, GMC building at 6800 Brooklyn Boulevard once the remodeled facility on the west side of Brooklyn Boulevard is completed. This will make way for a new Honda dealership to be built on the expanded site. Plans are also to incorporate the lot at 4215 69` Avenue North owned by Luther in to the Honda dealership lot. Page 1 • 7 -17 -08 i I . Generally, city ordinances require separate piopreties that are contiguous and under common ownership and common use to be combined into a single parcel through a plat or registered land survey. This would normally be the appropriate time to accomplish such a combination but the applicant, on the advice of their legal representative, is requesting they not be required to do so at the present time because of potential environmental issues relating to the former Pilgrim Cleaner site and potential groundwater and soils impact on the property in question. Appropriate cross access and parking agreements along with a declaration approved by the City Attorney binding this lot to the proposed Lot 1, Block 1, Bri Mar 2 °d Addition should be filed with the titles to the property. The waiver of the platting requirement is part of the Planned Unit Development consideration under Application No. 2008 -005. The proposed new plat is to be known as Bri Mar 2 °d Addition and will contain two new lots. Lot 1 (the Brookdale Honda site — 6800 Brooklyn Boulevard) is proposed to be 301,016 sq. ft. (6.9 acres) and Lot 2 (the Toyota City site — 6700 Brooklyn Boulevard) is proposed to be 361,109 sq. ft. (8.23 acres). The lot at 4215 69 Avenue North is 54,860 sq. ft. (1.26 acres) and when incoroporated with the Honda site will make an approximate 8.17 acre site for that use. The two newly created lots will' exceed the minimum requirements for lots in the C -2 (Commerce) underlying zoning district. Access to the proposed Lot 2 will be essentially the same with a right in, right out access midway along Brooklyn Boulevard and a shared access wih the proposed Lot 1 at the signalized intersection of 68 Avenue North and Brooklyn Boulevard. Access to Lot 1 will be at the shared access at 68 Boulevard and a reconfigured. access on 69 Avenue North across from the intersection of Halifax and 69` Avenue. The existing access to the lot addressed 4215 69` Avenue North, will be in the same location providing access to the proposed Honda dealership on Lot 1. An existing access to the proTosed Lot. l from 69 Avenue North will be closed as will the access currently serving 401169 Avenue North. Removal of and modifications to accesses along 69 Avenue will require to restoration of sidewalk and curb and gutter in these areas. This will be the applicant's responsibility and will be part of the plan considered under the Planned Unit Development in the companion application (Application No. 2008 -005). The Director of Public Works/City Engineer is reivewing the preliminary plat and will make written commnets which will be attached for the Commission's review. Copies of the preliminary plat have been forwarded to Hennepin County for review because Brooklyn Boulevard is a county road. It should be noted that the County has preliminarily reviewed accesses along Brooklyn Boulevard and is in agreement with the applicant's proposals. This plat is more than five acres in area and is subject to Shingle Creek Watershed Management Commission review. No on site water detention is planned for this development as storm water will be sent to a regional facility located in the Palmer Lake basin area, which has been designed to accommodate such a discharge. Page 2 • 7 -17 -08 The properly line separating the new Lot 1 and Lot 2 has shifted to the north which may cause • the need for the access agreement between the two sites which has previously been established, to be modified to allow cross access for the proposed Lot 2 over Lot 1. An appropriate agreement should be executed and filed at the time of the filing of the plat, if necessary. Building permits for the proposed Honda and Toyota dealerships will not be issued until the final plat comprehended under this application has been given final approval by the City Council and . filed with Hennepin County. A public hearing has been scheduled for this preliminary plat and notice of the Planning Commission's consideration has been published in the Brooklyn Center Sun/Post. RECOMMENDATION This preliminary plat is dependent upon the approval of the Planned Unit Development under Planning Commission Application No. 2008 -005. We believe the preliminary plat is in order and approval is recommended subject to at least the following conditions: 1. The final plat is subject to review and approval by the City Engineer. 2. The final plat is subject to the provisions of Chapter 15 of the City Ordinances. I Approval of this preliminary plat is contingent upon approval of Planning Commission • Application No. 2008 -005. 4. Appropriate cross access and cross parking agreements and a dedication binding Lot 1, Block 1, Chrysler Realty Addition to the proposed Lot 1, Block 1, Bri Mar 2 °d Addition, as approved by the City Atttomey shall be developed and filed with the titles to.the property. 5. The applicant shall provide the city with an executed copy of shared access easement between the proposed Lots 1 and 2, Bri Mar 2 nd Addition prior to final plat approval to be filed with the titles to the properties. 6. The applicant shall execute all easements required by the City Engineer for drainage and utility purposes prior to final plat approval. 7. The applicant shall provide written certification from a licensed land surveyor that the existing sidewalk along Brooklyn Boulevard does not encroach into the boundaries of the proposed Lots 1 and 2 or provide the appropriate sidewalk easement dedication along with the final plat. Page 3 • 7 -17 -OS i • 8. Building permits for construction of any of the buildings comprehended under Planning Commission Application No. 2008 -005 shall not be issued until the plat has been given final approval by the City Council and filed with Hennepin County. 9. The existing house at 4011 69` Avenue North shall be demolished or removed from the property and all utilities appropriately disconnected prior to final plat approval. i I • Page 4 • 7 -17 -08 I I ''; ,�'�,► �► Ott 111/111 ...•� `,l. ♦j � , . ,�a fir: err■• � ... ♦ `/ . R � /1�x�� ., �► r® � .. r 1 111111 Wm • ♦,�� ���� . ►�:..., ♦ ♦ : �i� �►,� 111 ®�I� HIM ..� 1 1��t111�i�Itlt��i ?� ,■r.r ■■1� / r11g� ■ 11�11� ... r� ■t /it ■ . I.. 11111111 I�IMiI �1111 Ir111 - �► III b i 1. 11 11111111�� �1 = X11® 4,, . � , � �• I� 11 - o il gilt ; 1811111 �r1 ►1t own Ili ��.. �, ► .e9 „�, ..■�+ IIg// X1'1 r ©� � �i�i �., ■�'� ..� •• ■� 1 rfi1� � ,� .. ■.�� ��, �,�, 11111 Wm _ ■ • 111//1 ■■■ �� �• 4 . 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LO 2 9M ACM trrsrs•. eu.n M erlrUbv. t • • City of Brooklyn Center A Millennium Community MEMORANDUM DATE: July 9, 2008 TO: Ron Warren, Planning and Zoning Specialist FROM: Todd Blomstrom, Director of Public Works SUBJECT: Luther Brookdale Chevrolet, Honda and Toyota BRI MAR 2 ND ADDITION Planning Commission Applications 2008 -003, 2008 -004 and 2008 -005 Public Works Department staff reviewed the following preliminary documents submitted for review under Planning Commission Applications 2008 -003, 2008 -004 and 2008 -005. • Plan Set Titled: Luther Brookdale Chevrolet and Brookdale Buick Pontiac GMC, dated June 19, 2008 • Plan Set Titled: Luther Brookdale Honda and Toyota City & Scion, dated June 19, 2008 • Preliminary Plat Titled: BRI MAR 2 ND ADDITION, dated June 19, 2008 Preliminary Plat (Aoalication 200 8- 004) The preliminary plat includes Lots 1 and 2, Block 1, Bri Mar Addition and a portion of Lot 3, Auditor's Subdivision No. 25. Lot 1, Block 1, Chrysler Realty Addition is also shown on the preliminary plat. However, the land within the Chrysler Realty Addition boundary is not included in the proposed plat at this time due to environmental remediation work being conducted within the parcel. This remediation work is associated with a former land use. The final plat for BRI MAR 2 ND ADDITION shall incorporate the following modifications and conditions. 1. The proposed development site is adjacent to County State Aid Highway (CSA ng Division for of the preliminary plat was submitted to Hennepin County Transportation review. The final plat must conform to requirements as set forth by Hennepin County. 2. The applicant shall provide the City with an executed copy of a shared access easement over Lot 1 of the proposed plat for a shared driveway access onto CSAH 152 at 68 Avenue North. The shared access easement must be provided prior to release of the final plat. 6301 Shingle Creek Parkway Recreation and Community Center Phone & TDD Number Brooklyn Center, MN 55430 -2199 (763) 569 -3400 City Hall & TDD Number (763) 569 -3300 FAX (763) 569 -3434 FAX (763) 569 -3494 Page l of S www.cityofbrooklyncenterorg i City of Brooklyn Center A Millennium Community 3. The final plat shall include 10 -ft wide drainage and utility easements along the perimeter of the plat and along internal property lines. The final plat shall also include a drainage and utility easement extending over the boundary of the existing signal and utility easement per Document Nos. 3457153 and Document No. 3457154. 4. The applicant shall be responsible for coordinating site development plans with Xcel Energy, CenterPoint Energy, Qwest Communications and other private utility companies. Easements necessary to provide utility service to the proposed site development shall be dedicated to the public for public use with the final plat. l 5. The property owner of Lots 1 and 2, Block 1 of the proposed plat shall enter into a utility maintenance agreement with the City to provide for the long term maintenance of private facilities that will serve a oint or common use between lots within the j utilities and storm water fac J proposed plat. The utility maintenance agreement must be executed by the owner and the City prior to release of the final plat. Water and Sanitary Sewer Utility Service The Utility Plans shall incorporate the following modifications for water and sanitary sewer service to the two development sites. 1. All water and sewer services for the existing building scheduled for removal shall be properly disconnected in conformance with City specifications prior to building demolition. The applicant's contractor shall have all service disconnections inspected and approved by City Utility staff prior to backfill. This requirement shall apply to all building removals, including the buildings located at 6800 Brooklyn Boulevard and 4315 68 Avenue. 2. The utility plans for the proposed Toyota Building (Application 2008 -005, Lot 2, Bri Mar 2nd Addition) shall be modified in accordance with the following items. A. The utility plan shows an 8 -inch diameter and 12 -inch diameter water main extending along the south property line adjacent to the highway exit ramp. City records indicate the presence of an 8 -inch diameter water main only. -The plans shall be amended to remove the reference to a 12 -inch diameter water main along the south property line. B. The applicant is proposing to remove the existing water main loop extending through Lot 2. The utility plan shall be amended to show the existing water main extending from the east property line to the water main located within Grimes Avenue. The plans shall show the disconnection of this water main on the west side of the hydrant located on the west side of Grimes Avenue and installation of a MJ plug. C. The utility plan shall be amended to show the installation of a MJ plug on the existing 8x6 Tee along the south property line. Alternatively, staff recommends that the new 8- inch diameter water main for the Toyota site connect to the existing 8x6 Tee with an 8x6 reducer. This arrangement would likely provide similar - or improved flow capacity as compared to the proposed 8 -inch wet tap shown on the plans. 6301 Shingle Creek r u ity plan shall be amended to ti9rc&W Gpr9 WtSiretHer Ftw4�&d tuber Brooklyn Center, M s -21 lead near the PN outs i�# * 4 TOyota building. City Hall & TDD Numb � 596 6 FAX (763) 569.3494 Page 1 of 5 www. E. The applicant shall provide inspection documentation to utility staff for the private sanitary sewer extending between the west property line and Grimes Avenue. This line shall be inspected and video recorded with televising equipment to document pipe condition, leaks, or infiltration of the service pipe. 3. The utility plans for the proposed Honda Building (Application 2008 -005, Lot 1, Bri Mar 2" Addition) shall be modified in accordance with the following items. A. The utility plan shows a sanitary sewer manhole near the north property boundary at the connection point to the g existin sewer service. This structure will be a . new manhole installed b the developer. Pe r. Y B. The applicant shall consider starting the new e water b a s ng a e tos upstream of and Honda proposed building service connections for th unknown condition of this service. The location of the proposed 8x6 reducer should be shifted upstream of the proposed water main bend. All water main bends shall include mega -lug restraints and proper thrust blocking. C. The utility plan shall be amended to show a control valve on the 3 -inch diameter domestic service lead near the PN outside of the proposed Honda building. 4. The utility plans for the proposed Chevrolet, Buick, Pontiac, GMC site (application 2008 -003) shall be modified in accordance with the following items. A. The utility plan shall be amended to label the location and size of the existing water and sanitary sewer services to the proposed Buick, Pontiac, GMC building. The water service shown on the utility plan within 68 Avenue is an existing 6 -inch diameter fire line to the building. A separate domestic water service for the BPG building extends from the main in the street along the east side of the building and enters the structure in the southeast comer of the building. This water service includes a curb stop located near the north property line. B. The utility plan shall be amended to label the location and size of s the ex tang leading ter the sanitary sewer services to the Chevrolet building. The r southeast corner of the building is an existing 8 -inch diameter fire service line. The water service currently labeled "Possible Watermain" is the domestic water service leading to the water meter on the north side of the building. The applicant shall locate and document the location of the existing sanitary sewer leading to the building. C. The applicant shall contact the City's Fire Chief to discuss the need for additional fire hydrants within the site. 5. The site plans shall be subject to the approval of the City Fire Chief and Building Official, including hydrant spacing requirements and any other requirements of the Fire Department. Page 3 of 5 Site Layout and Trafflc Traffic access to Lots 1 and 2 of the proposed plat (Toyota and Honda Site) includes a signalized intersection at 68` Avenue North along the west boundary of Lot 1 (Honda) and a right -in / right -out access point along the west boundary of Lot 2 (Toyota). The signalized intersection h must 68 Avenue amended North is intended to serve both Lots 1 and 2 through a driveway access agreement prior to release of the final plat. The site plans include two driveway access points along 60 Avenue, including the existing access near Brooklyn Boulevard and the relocation of the east access to align with the intersection of Halifax Avenue. Traffic access to the existing Chevrolet site includes one right -in / right -out access point along Brooklyn Boulevard that is proposed to be relocated approximately 50 feet north. The site plans indicate the proposed removal of one driveway access along 68` Avenue that is currently located near the intersection with Brooklyn Boulevard and the reconstruction of the two remaining access driveways along 68` Avenue. 1. Hennepin County Transportation Department issued a letter dated June 12, 2008 indicating that the proposed relocation of the driveway entrance along Brooklyn Boulevard for the Chevrolet site is acceptable, based on the proposed closure of the above referenced driveway along 68` Avenue. The applicant shall obtain a right -of -way permit from Hennepin County prior to initiating relocation of the driveway entrance. 2. The site plans for the Honda/Toyota sites on the east side of Brooklyn l lo Bouvard eft turns e into installation of a turn lane within the median of 69 A venue t a the site at Halifax Avenue. The proposed turn lane will improve safety conditions along 69` Avenue. The applicant's engineer shall meet with City staff to further discuss final design issues for the turn lane, including the extension of the median nose to the west and reduction in the overall length of the turn bay. 3. The applicant shall take appropriate measures to protect and preserve n anw amen s items, street lights and sidewalk within the public right-of-way d highway e extending along Brooklyn Boulevard (CSAH 152) and 69`" Avenue North during site constriction. 4. All curb replacement adjacent to the perimeter of the site boundaries (Honda/Toyota and Chevrolet sites) shall be Type B612 or B618 in accordance with City Ordinance Section 35 -710. The use of Type B412 curb is acceptable in locations not adjacent to the outer perimeter of the redevelopment sites. 5. The site plans for the Honda/Toyota site and the Chevrolet site shall be amended to identify specific locations that are reserved for the loading and unloading. of vehicle transport trucks. Loading and unloading of vehicle transport trucks will not be allowed on public streets. Page 4 of 5 Mr. Boganey noted before Council tonight is approval of the first reading of the ordinance and d hearing for August 25 setting the second reading an public ear g gu , 2008. Councilmember Lasman moved and Councilmember Yelich seconded to approve first reading and set second reading and Public Hearing on August 25, 2008, of an Ordinance Amending Chapter 35 of the City Ordinances Regarding the Zoning Classification of Certain Land (Westerly of Brooklyn Boulevard Between I -94 and 68 Avenue North). Motion passed unanimously. 10b. PLANNING COMMISSION APPLICATION NO. 2008 -04 SUBMITTED BY THE LUTHER COMPANY LLLP. REQUEST FOR PRELIMINARY PLAT APPROVAL TO COMBINE AND DIVIDE FOUR EXISTING LOTS INTO TWO LOTS ON THE EAST SIDE OF BROOKLYN BOULEVARD BETWEEN I -94 AND 69 AVENUE FOR THE CREATION OF TWO NEW AUTOMOBILE DEALERSHIPS. THE PLANNING COMMISSION RECOMMENDED APPROVAL OF THIS APPLICATION AT ITS JULY 17, 2008, MEETING Mr. Warren stated the Planning Commission recommended approval at its meeting of July 17, 2008, subject to nine conditions. He discussed the recommended conditions, the ordinance, and responded to questions from the City Council. Councilmember Ryan moved and Councilmember Yelich seconded to approve Planning Commission Application No. 2008 -004 submitted by the Luther Company LLLP subject to the following conditions recommended by the Planning Commission: 1. The final plat is subject to review and approval by the City Engineer. 2. The final plat is subject to the provisions of Chapter 15 of the City Ordinances. 3. Approval of this preliminary plat is contingent upon approval of Planning Commission Application No. 2008 -005. 4. Appropriate cross access and cross parking agreements and a dedication binding Lot 1, Block 1, Chrysler Realty Addition to the proposed Lot 1, Block 1, Bri Mar 2nd Addition, as approved by the City Attorney shall be developed and filed with the titles to the property. 5. The applicant shall provide the City with an executed copy of shared access easement between the proposed Lots 1 and 2, Bri Mar 2nd Addition prior to final plat approval to be filed with the titles to the properties. 6. The applicant shall execute all easements required by the City Engineer for drainage and utility purposes prior to final plat approval. 07/28/08 -6- 7. The applicant shall provide written certification from a licensed land surveyor that the existing sidewalk along Brooklyn Boulevard does not encroach into the boundaries of the proposed Lots 1 and 2 or provide the appropriate sidewalk easement dedication along with the final plat. 8. Building permits for construction of any of the buildings comprehended under Planning Commission Application No. 2008 -005 shall not be issued until the plat has been given final approval by the City Council and filed with Hennepin County. 9. The existing house at 4011 69th Avenue North shall be demolished or removed from the property and all utilities appropriately disconnected prior to final plat approval. Motion passed unanimously. 10c. PLANNING COMMISSION APPLICATION NO. 2008-005 SUBMITTED BY THE LUTHER COMPANY LLLP. REQUEST FOR REZONING FROM C -2 (COMMERCE) AND R -3 (MULTIPLE FAMILY RESIDENCE) TO PUD /C -2 (PLANNED UNIT DEVELOPMENT /COMMERCE) AND DEVELOPMENT PLAN APPROVAL THROUGH THE PUD PROCESS FOR TWO NEW AUTOMOBILE DEALERSHIPS (HONDA AND TOYOTA) ON THE EAST SIDE OF BROOKLYN BOULEVARD BETWEEN I -94 AND 69 AVENUE. THE PLANNING COMMISSION RECOMMENDED APPROVAL OF THIS APPLICATION AT ITS JULY 17, 2008, MEETING. 1. RESOLUTION NO. 2008 -81 REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2008- 005 SUBMITTED BY THE LUTHER COMPANY LLLP Mr. Warren stated the Planning Commission recommended approval of this application at its July 17, 2008, meeting, subject to 18 conditions including prohibition of using an outdoor paging system. He discussed the resolution and responded to questions from the City Council. Councilmember Lasman moved and Councilmember Yelich seconded to approve RESOLUTION NO. 2008 -81, Regarding Disposition of Planning Commission Application No. 2008 -05, submitted by the Luther Company LLLP, and subject to conditions of the Planning Commission and addition of Condition 19 as stated by Attorney LeFevere. Motion passed unanimously. 2. AN ORDINANCE AMENDING CHAPTER 35 OF THE CITY ORDINANCES REGARDING THE ZONING CLASSIFICATION OF CERTAIN LAND (4011 AND 4101 69 AVENUE) 07/28/08 -7- Councilmember Lasman moved and Councilmember Ryan seconded to approve first reading and set second reading and Public Hearing on August 25, 2008, for an Ordinance Amending Chapter 35 of the City Ordinances Regarding the Zoning Classification of Certain Land (4011 And 4101 69' Avenue). Motion passed unanimously. Mayor Willson thanked the Luther Company organization for putting these properties together and bringing this wonderful redevelopment to Brooklyn Center. 11. COUNCIL CONSIDERATION ITEMS I 11a. RESOLUTION NO. 2008 -82 ADOPTING BUILDING CAPITAL IMPROVEMENTS AND FINANCING FOR 2008 AND 2009 City Manager Boganey introduced the item, discussed the history, and stated the purpose of the proposed resolution. He advised of the costs involved and identified funding source to utilize some of the cash reserve in the Municipal Liquor Fund for the first two years of the plan. In 2010, other revenue sources will be identified. There was discussion on Bonestroo's administration fees and the low level of reserves in the Golf Course Fund. It was pointed out that the updated Comprehensive Plan will ask the general public about the disposition of the Community Center. A question was raised about the expenditure of $120,000 to make improvements to the Community Center over the next two years. However, it was noted this issue was discussed at a recent Work Session and consensus was that the initial improvements are necessary and in the best interest of City. There was discussion on using Liquor Fund reserves to fund this activity and that it is viewed as a temporary solution to catch up with maintenance issues. It was noted that use of Liquor Fund reserves has been beneficial to support the City, Parks, and this project as well. Councilmember Yelich moved and Councilmember Ryan seconded to approve RESOLUTION NO. 2008-82 Adopting Building Capital Improvements and Financing for 2008 and 2009. Councilmember Ryan commented on the importance of the Community Center and pool, which requires a tremendous amount of maintenance. He believed the City would be negligent if it didn't take prompt action to preserve that asset. Motion passed unanimously. llb. RESOLUTION NO. 2008 -83 APPROVING THE PROPOSED 2009 OPERATING BUDGETS FOR THE SHINGLE CREEK AND WEST MISSISSIPPI WATERSHED MANAGEMENT COMMISSIONS i I i I 07/28/08 -8- l ■ � W c 7 Y 'y f M6E� ^ &W'!• ���j��Ski AN E!�r n OPEN ow@f�WO sit .�. ■w� u. _ I r z - - : _ r r: I _ I o � h BA BAXZR Luther moonw C& P )1H L1TE8, INC. ]Efl EIOITII MIN131 fl[lemlCL NL:I'Pld aava su X.�eeroarat abn ssEm.aYro \/ O X: 11 IOXK: •]Y.ASB.xao] MAX: fl1Y.1T«SIeYI Brookdale Honda 0 OROOxLYN Lather qa Brooklyn Center m and Dealerships Brii Ca MN h 691N VE. NO. Luth SITE T oyota C Brookdale Honda NIERSTAre NWY. ND. w Lather Toyota City Brooklyn Center, Minnesota -L" ` "' °I' CRY' SIaYVRAI 3I Af1� ]•II EDST6D LESCRiPreW sY1ea cezcanraa MOTORSMANAGEMENT CORP. o .n. rc•W Le3cwrnN A LF. Lu L9W Pnetlu 9eT FENLF �1x0A EAOixry • k L ➢. EVa �� —/ LLWIIBKrgI Iltri ' ST. '�SPAAAwxAtt>Dr'A am � �' � � °i Ity 1,1a n3.e SpOr ELEVATYM ryr L �� -- TF.I.� Leetl Couere�V � x va.q. 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