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HomeMy WebLinkAboutPC87011 6-11-87 5401 69th Ave• CITY OF BROOKLYN CENTER PLANNING COMMISSION APPLICATION Application No. 87011 Please Print Clearly or Type Street Location of Property . 5401 69th Avenue North Legal Description of Property see attached survey Owner Maranatha Conservative Baptist Home, Inc. Address 5401 69th Avenue Nort..h, Br.oQklyn ,Center, MN Phone No. 561-0477 Applicant Maranatha Conservative Baptist Home, Inc. Address 5401 69th Avenue North., Brooklyn Center, MN Phone No. 561-0477 Type of Request: Rezoning x Subdivision Approval Variance Site & Bldg. Plan Approval Special Use Permit Other: Description of Request: Request Preliminary Plat review, recommendation, and approval The applicant requests processing of this application and agrees to pay to the City of Brooklyn Center, within fifteen (15) days after mailing or delivery of the billing state- ment, the actual costs incurred by,the City for Engineering, Planning and Legal expenses reasonably and necessarily required by the City for.the processing of the application. Such costs shall be in addition to the applicatio a described herein. Withdrawal of the application shall not relieve the applicant f e obligation to pay co incurred prior to withdrawal. Fee $ 10o.00 Receipt No. 74668 Date: PLANNING COMMISSION RECOMMENDATION Dates of P.C. Consideration: plicant's Signature Approved Denied this day of Auiw 19 subject to the y following conditions: V CITY COUNCIL ACTION Dates of Council Consideration: y Approved _ Denied this c-)IL�- day of 19 P , with the following amendment: Clerk P/I Form No. 18 (over please) CITY OF BROOKLYN CENTER, MINNESOTA 6301 Shingle Creek Parkway 55430 PROCEDURES AND REQUIREMENTS FOR FILING APPLICATION FOR SITE AND BUILDING, PLAN APPROVAL Prior to submission of an application for plan review and approval, prospective applicants should arrange an informational meeting with the Planning Staff to discuss preliminary plans and to become familiarized with applicable ordinance and policy provisions. Four (4) copies of the following documents and information shall be submitted, at least 14 days prior to the date of the regular Commission meeting, concurrent with fi ing the ap7pi cation (required documents -must be' consi szen•i; w i i:if 'uru i hdhLe and uo i i cy prov : s i ons before an application may be accepted): 1. A certified site survey drawing by a registered engineer or land surveyor showing pertinent existing condition, accurately dimensioned. 2. *An accurately scaled and dimensioned site plan indicating: a) parking layouts and access provisions,.'including calculation of ordinance parking requirements; b) designations and locations of all proposed buildings and required setback lines; c) fences, walls or other screening, including heights and type of material; d) outside lighting provisions, type and location (foot candle strength at property line must be calculated); e) curbing (B612 curb and gutter is required). Indicate radius.measurements; f) building information, including: gross floor area, type of construction - and occupancy classification. 3. *A landscape plan showing areas to be sodded or seeded, quantity, location, . size and species of trees and shrubbery. (Note: underground irrigation is required in•all landscaped areas in commercial and industrial districts. Plans must be so noted). 4. *Building floor plans, elevations, sections and specifications, including materials proposed. 5. *Existing and proposed land elevations, drainage provisions, and utility provisions, including the diameters of utility lines. 6. Additional drawings, plans or information deemed necessary by the Secretary. *Must be prepared by a registered architect or person registered with the State Board of Registration for Architects, Engineers, Landscape Architects and Land Surveyors, and,said drawings/plans shall be so certified. NOTE: Upon approval of plans by the Council and prior to issuance of permits,_a Performance Agreement as to approved site improvements and a supporting financial guarantee, in an amount to be determined by tFe—City, are required. Acceptable financial instruments include cash escrow; certificate of deposit; and performance bond. Copies of the Zoning Ordinance maybe obtained from the Administrative Office. Questions should be directed to the Planning and Inspection Department. P/I Form No. 19 MARANATHA CONSERVATIVE BAPTIST HOME, INC. SENIOR HOUSING PROJECT 1) Name of project - yet to be determined 2) Legal Description - see attached 3) Owner: Maranatha Conservative Baptist Home, Inc. 5401 69th Avenue North Brooklyn Center, MN 55429 Surveyor: Suburban Engineering 6875 Northeast Highway 65 Fridley, MN 55432 Designer: Wolterstorff Architects Inc., P.A. 381 East Kellogg Boulevard St. Paul, MN 55101 Other information: The proposed use of the property will be for a market rate senior apartment project, adjacent to Maranatha Conservative Baptist Home, Inc. The property is zoned R-1 single family, Maranatha has requested for a zoning change of the property to an R-6 multiple family. ' - ^~ -�ANCRCT�OM� R754 PROPERTY I.D. �N TWP RG QQ SUFX ^3-119-21 12 0002 ^~ `- ^- LEGAL DESCRIPTI01 DISPLAY LEGAL DESCRIPTION --- DEE}CRIPTIQN - UNPLATTED 33 119 21 N 1/2 OF W 12 AC OF N 1/2 OF HE 1./4 SEC 33 TWN 119 R 21 AND 8UTLQT ONE OF B8NNAYS BR8QKLYN GARDEN 5TH ADDN EX ROAD V0001 LEGAL DESCRIPTION LIST COMPLETED Planning Commission Information Sheet Application No. 87011 Applicant: Maranatha Conservative Baptist Home Location: 5401 69th Avenue Norht Request: Preliminary Plat The applicant requests preliminary plat approval to subdivide into two lots the land which presently is occupied by the Maranatha Nursing Home at 5401 69th Avenue North. The land in question is presently zoned RI and is bounded by 69th Avenue North on the north, by single-family homes on the east and south, and by a three -storey apartment complex in Brookyn Park on the west. The westerly parcel of the subidivsion is proposed for rezoning to R6 for the construction of a four -storey, 65 unit apartment complex to be linked physically and operationally with the existing nursing home. Lot 1 of the proposed plat (Maranatha Addition) is to be 164,176 sq. ft. (3.77 acres) in area. It is the easterly lot of the subdivision containing the nursing home. At 50 beds per acre, which is the density limitation for nursing homes, this parcel could support 188 beds. The existing nursing home has just over 100 beds. Density is, therefore, not a problem with Lot 1. Lot 2 of the proposed subdivision is 143,682 sq. ft. (3.3 acres) in area. At 2200 sq. ft. per unit, which is the R6 density, 65 units may be built on Lot 2. If a density credit of 250 sq. ft. per efficiency unit is calculated for seven units, an additional unit could be constructed. The proposed plat dedicates 40 feet of right-of-way from the center line of 69th Avenue North (Hennepin County State Aid Highway No. 130). There is presently 3.3' of right-of-way dedicated over the easterly 105.9' of the north side lot line. In this area, the additional dedication is 7'. A 15' wide drainage and utility easement is proposed along the west property line and the westerly 393.9' of the south property line. The plat also proposes a ponding easement approximately '55' x 100' in the west central area of Lot 2 to protect the ponding area for the apartment development. The common property line dividing Lots 1 and 2 touches the northwest corner of the existing nursing home. Since the buildings will be attached at this point, this does not present a problem. There will have to be a fire separation constructed with one -hour fire wall and door at the connection point because of the presence of the property line. Altogether, the proposed plat appears to be 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 requirements of Chapter 15 of the City Ordinances. 3. Easement documents for drainage and utilities and ponding shall be executed and filed with the plat at the County. 4, A cross access agreement between Lots 1 and 2 of the proposed subdivision shall be executed and filed with the plat at the County. 7-16-87 BarT_ Engineering Company Douglas W. Barr John D. Dickson L. R. Molsather Allan Gebhard Leonard J. Kremer Dennis E. Palmer June 11, 1987 tv i Mr. Robert Williams Sanders and Associates 365 East Kellogg Boulevard St. Paul, Minnesota Dear Mr. Williams: This letter is a summary of,our hydrologic analysis for the Maranatha Alternative Housing site. The proposed site improvements will result in an increase of the peak discharge from 20 cfs to 26 cfs for the 100 year, one half hour rainfall event. The volume of runoff will increase by 0.2 acre-feet. The proposed permanent open water ponding basin to be constructed on the site has sufficient capacity to store the increase rate and.volume of runoff generated as a result of this project. The parking lot, access road, and building roof drainage have been assumed to discharge into the basin. With a 1 cfs outlet from the pond, the resulting peak outflow discharge from the entire site will be 19 cfs. This is less than the existing runoff conditions - 20 cfs. The basin will not only function as a detention facility, but will also act as a sedimentation basin receiving runoff from the parking lot area and access road. The outlet for the basin has been designed with an oil skimming facility in accordance with criteria set forth by the Shingle Creek Water Management Organization and is shown on the attached figure. The grading plan for the project indicates an encroachment within the existing drainageway on the west side of the site. To maintain adequate capacity within this drainageway, the minimum cross section would have a 2 foot bottom width and 2:1 side slopes. The invert of this.drainageway should be Elevation 858.3 from the culvert crossing under 69th Avenue to the ponding basin. Because of the limited capacity of the existing 18 inch CMP beneath 69th Avenue, during high intensity rain storm events, water will likely inundate the proposed parking lot area on the site. This limited pipe capacity controls the discharge being conveyed within both the existing and proposed drainageway, rather than the cross -sectional area of the ditch section. The low point :along 69th Avenue is approximately Elevation 863. The proposed finished floor elevation of the building is 7803 Glenroy Road Minneapolis, MN 55435 6121830-0555 Mr. Robert Williams June 11, 1987 Page 2 Elevation 864.43. Therefore, approximately 1.4 feet of freeboard is provided between the surface overflow elevation from this area and the low point where surface water could enter the structure. It is recommended the entrance road cross culvert be a 24 inch RCP Class 3. The inverts of this pipe, both upstream and downstream, should be Elevation 858.3. The pipe class is based on the assumption that only 2 feet of cover is to be provided over the pipe. The pond outlet pipe should be a 12 inch RCP Class 5 with the inverts at Elevation 858.3. This class size was based on the assumptions of 0.5 feet of cover on the pipe. Sincerely, �1�^ Dean Skallman DVS/mmm RW/330,0 r 211 a PLAN BAFFLED WEIR. SECTION BAFFLED WEIR AS REQUIRED TO EMBEDD 12" INTO BANK V n V TREATED TIMBER