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HomeMy WebLinkAbout2020-05-13 Planning Commission Regular Meeting PacketAgenda Planning Com m ission City Of Edina, Minnesota VIRTUAL MEETING The Plan n ing Com m ission m e e tin g will be gin at 7 p.m . Me m be rs of the public can watch the m ee ting live: • Edina TV (Com cast Channe ls 813 or 16) • Facebook.com /Edin aM N • City’s “Watch a Mee ting” we b page at EdinaMN .gov/Live Me etin gs Me m be rs of t h e public can pa rticipate in the public h e aring by calling 800-374-0221 with Confere nce ID 2591949 du ring the m e eting. An ope rat or will m ute your line place you into a queue until it is your tu rn to spe ak. Afte r the public he aring, the call will e nd. Wednesday, May 13, 2020 7:00 PM I.Call To Order II.Roll Call III.Approval Of Meeting Agenda IV.Approval Of Meeting Minutes A.Planning Commission Minutes: April 29, 2020 V.Public Hearings A.B-20-10, A 18.6-foot front yard setback varia nce to the required front yard setback a long Morningside Road at 4248 Alden Drive VI.Reports/Recommendations VII.Correspondence And Petitions VIII.Chair And Member Comments IX.Sta 2 Comments X.Adjournment The City of Edina wants all res idents to be c om fortabl e bei ng part of the publi c proc ess . If you need as s is tanc e i n the way of heari ng am pli 6c ation, an interpreter, large-print doc um ents or s om ethi ng els e, pleas e c al l 952-927-8861 72 ho urs in advance of the m eeting. Date: May 13, 2020 Agenda Item #: I V.A. To:P lanning C o mmis s io n Item Type: Minutes F rom:Liz O ls on, Adminis trative S uppo rt S p ecialist Item Activity: Subject:P lanning C o mmis s io n Minutes : April 29, 2020 Action C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED : P lease approve the P lanning C ommission M eeting M inutes from April 29, 2020. I N TR O D U C TI O N : AT TAC HME N T S : Description Planning Commiss ion Minutes : April 29, 2020 Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2020 Page 1 of 4 Minutes City Of Edina, Minnesota Planning Commission WebEx Meeting April 29, 2020 I. Call To Order Chair Nemerov called the meeting to order at 7:00 PM. II. Roll Call Answering the roll call were: Commissioners Miranda, Berube, Strauss, Bennett, Agnew, Douglas, and Chair Nemerov. Staff Present: Cary Teague, Community Development Director, Emily Bodeker, Assistant Planner, Kris Aaker, Assistant Planner, Liz Olson, Administrative Support Specialist, Jennifer Bennerotte, Communications Director. Absent from the roll call: Commissioner Thorsen, Velavuli, Melton, Olsen. III. Approval Of Meeting Agenda Chair Nemerov indicated under the Public Hearings Item V.A. (B-20-10, A 18.6-foot front yard setback variance to the required front yard setback along Morningside Road at 4248 Alden Drive) has been continued to the May 13, 2020 Planning Commission meeting. He asked for a motion for the continuance. Commissioner Nemerov moved that the Planning Commission continue the public hearing to the May 13, 2020 meeting. Commissioner Strauss seconded the motion. Motion carried. Commissioner Berube moved to approve the April 29, 2020, agenda. Commissioner Agnew seconded the motion. Motion carried. IV. Approval Of Meeting Minutes A. Minutes: Planning Commission, April 15, 2020 Commissioner Berube moved to approve the April 15, 2020, meeting minutes. Commissioner Agnew seconded the motion. Motion carried. V. Public Hearings A. Continue Public Hearing for 4248 Alden Drive to May 13, 2020. B. B-20-11, A 1.91 Foot First Floor Height Variance for a New Home at Woodland Circle Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2020 Page 2 of 4 Assistant Planner Aaker presented the request of a 1.91-foot first floor height variance for a new home at 89 Woodland Circle. Staff recommended approval of the variance, as requested subject to the findings and conditions listed in the staff report. Appearing for the Applicant Mr. Chris Volker and Ms. Anna Duray, introduced themselves and addressed the Commission. Public Hearing Mr. and Mrs. Gordon Stoffer, 91 Woodland Circle, sent an email to the City indicated support for the variance. Commissioner Berube moved to close the public hearing. Commissioner Strauss seconded the motion. Motion carried. The Commission discussed this item and pointed out that: • The overall height of the house is well within compliance • Variance is needed in order to get out of the flood plain area Motion Commissioner Strauss moved that the Planning Commission recommend approval of the 1.91 Foot First Floor Height Variance as outlined in the staff memo subject to the conditions and findings therein. Commissioner Berube seconded the motion. Motion carried unanimously. C. Preliminary Plat with Multiple Variances - 7413 and 7425 York Terrace for Blaz Rasul Director Teague presented the request of a preliminary plat with multiple variances for 7413 and 7425 York Terrace for Blaz Rasul. Staff recommends approval of the preliminary plat with multiple variances, as requested subject to the findings and conditions listed in the staff report. Staff answered the Commission’s questions. Appearing for the Applicant Mr. Rasul introduced himself and addressed the Commission and answered questions. Public Hearing Mr. John Sundahl, 7409 York Terrace, addressed the Commission and indicated support for the preliminary plat with variances. Mr. Alexander Tochit, addressed the Commission and indicated support for the preliminary plat with variances. Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2020 Page 3 of 4 Commissioner Berube moved to close the public hearing. Commissioner Agnew seconded the motion. Motion carried. The Commission discussed this item and pointed out that: • This does not change the character of the neighborhood • This is a unique area of Edina and is kind of an isolated neighborhood Motion Commissioner Bennett moved that the Planning Commission recommend approval to the City Council of the Preliminary Plat with Multiple Variances as outlined in the staff memo subject to the conditions and findings therein. Commissioner Strauss seconded the motion. Motion carried 6 ayes, 1 nay (Agnew). D. Parking Stall Variance and Revised Final Development Plan – 4500 France for Orion Investments Director Teague presented the request of a parking stall variance and revised final development plan for 4500 France for Orion Investments. Staff recommends denial of the parking stall variance and revised final development plan. Staff answered Commission questions. Appearing for the Applicant Mr. Max Moreland, Spack Solutions introduced himself and answered questions. Mr. Ted Carlson, applicant, introduced himself and addressed the Commission. Public Hearing Ms. Sara Lathrop, 4008 Sunnyside Road, addressed the Commission and opposed this variance. Mr. Mark Schmidt, 4011 Sunnyside, addressed the Commission indicating he opposed this variance. Mr. Richard Cook, 4360 France Avenue addressed the Commission and indicated he was opposed to it. Ms. Mary Kay Reistad, 4055 Sunnyside Road, addressed the Commission and requested denial. Ms. Susan Peterson, 4060 Sunnyside, addressed the Commission opposing this request. Mr. Robert Cundy, 4521 Drexell Avenue, addressed the Commission and indicated his support of the variance. Mr. Rich Nasser, 3930 West 43rd Street, addressed the Commission and supported the variance. Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2020 Page 4 of 4 Commissioner Agnew moved to close the public hearing. Commissioner Miranda seconded the motion. Motion carried. Staff suggested possible conditions if the Planning Commission wished to approve the variance. The Commission discussed questions with staff. Motion Commissioner Agnew moved that the Planning Commission recommend approval of the Parking Stall Variance and Revised Final Development Plan subject to the findings and conditions in the staff memo, taking out references to the Mason Lodge, and amending condition #2 to require the provision of an off-street parking agreement on the property to the south (Gateway Bank site) to cover the shortage of parking stalls according to the Spack Solutions parking study. Commissioner Miranda seconded the motion. Motion carried 5 ayes, 2 nays (Douglas, Nemerov). VII. Reports/Recommendations None. VIII. Correspondence and Petitions None. IX. Chair and Member Comments Chair Nemerov stated the Planning Commission is planning on having a work session on May 27, 2020 regarding the Ordinance amendments. He thought it was important to address those things sooner then later. He asked the Commission to send him and Planner Teague ideas for other work session items to discuss. Commissioner Bennett expressed his gratitude to City Staff for all of the work they do, and he also thanked all of the residents that comment on the items and watch the meetings and also the Commissioners for all they do as well. X. Staff Comments Planner Teague updated the Commission on the Comprehensive Plan. XI. Adjournment Commissioner Agnew moved to adjourn the April 29, 2020, Meeting of the Edina Planning Commission at 10:48 PM. Commissioner Miranda seconded the motion. Motion carried. Date: May 13, 2020 Agenda Item #: V.A. To:P lanning C o mmis s io n Item Type: R eport and R ec o mmendation F rom:Emily Bo d eker, Assistant C ity P lanner Item Activity: Subject:B-20-10, A 18.6-foot front yard s etb ac k varianc e to the req uired fro nt yard setb ack alo ng Mo rningside R oad at 4248 Ald en Drive Action C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED : Approve the variance as submitted. I N TR O D U C TI O N : T he subject property, 4248 Alden D rive, is approximately 9,987 square feet (.23 acres) and is located on the northwest corner of the intersection of Alden D rive and M orningside R oad. T he existing home on the lot is a two-story home built in 1914. T he applicant intends to tear down the existing structure and replace it with another two-story home. T his lot is a 50’ x 200’ corner lot that requires two front yard setbacks. T he required front yard setbacks are equal to the existing setbacks for the homes on either side of the subject property along M orningside R oad and Alden D rive. T he existing house is setback 10.2 feet on the southside of the lot (along M orningside Road). T he proposed setback on the southside of the property for the new home is 11.2 feet. With the exception of the front yard setback along M orningside R oad, the proposed new home meets all other zoning requirements. AT TAC HME N T S : Description Staff Report Aerial Map Applicant Submittal Engineering Memo Required Setback Exhibit The subject property, 4248 Alden Drive, is approximately 9,987 square feet (.23 acres) and is located on the northwest corner of the intersection of Alden Drive and Morningside Road. The existing home on the lot is a two-story home built in 1914. The applicant intends to tear down the existing structure and replace it with another two-story home. This lot is a 50’ x 200’ corner lot that requires two front yard setbacks. The required front yard setbacks are equal to the existing front yard setbacks for the homes on either side of the subject property along Morningside Road and Alden Drive. The existing house is setback 10.2 feet on the southside of the lot (along Morningside Road). The proposed setback on the southside of the property for the new home is 11.2 feet. The setback to Morningside Road is established by the home to the west, at 4110 Morningside, which has a 29.8-foot front setback. With the exception of the front yard setback along Morningside Road, the proposed new home meets all other zoning requirements. Surrounding Land Uses Northerly: Single Unit residential homes zoned R-1 and guided low-density residential Easterly: Single Unit residential homes; zoned R-1 and guided low-density residential. Southerly: Single Unit residential homes; zoned R-1 and guided low-density residential. Westerly: Single Unit residential homes; zoned R-1 and guided low-density residential. Existing Site Features There is an existing two-story home on the lot oriented towards Alden Drive that was built in 1914. May 13, 2020 PLANNING COMMISSION Emily Bodeker, Assistant City Planner B-20-10, A 18.6-foot front yard setback variance to the required front yard setback along Morningside Road at 4248 Alden Drive Information / Background: STAFF REPORT Page 2 Planning Guide Plan designation: Low-Density Residential Zoning: R-1, Single-Dwelling District Grading & Drainage The engineering department has reviewed the subject property for street and utility concerns, grading, stormwater, erosion and sediment control and for general adherence to relevant ordinance sections and has provided a memo. The site drains to private property, Morningside Road, and Alden Drive then ultimately to Weber pond. Compliance Table City Standard Proposed North Side – Side yard East Side – Front yard South – Front yard West Side – Rear yard 5 feet 42 feet 29.8 feet side 25 feet 6.8 feet 63.7 feet 11.2 feet* Roughly 50 feet Building Coverage 25% 24.2% *Requires a variance PRIMARY ISSUES & STAFF RECOMMENDATION Primary Issues • Is the proposed variance justified? Minnesota Statues and Section 36-98 of the Edina Zoning Ordinance require that the following conditions must be satisfied affirmatively. The proposed variance will: 1. Relieve practical difficulties that prevent a reasonable use from complying with ordinance requirements. Reasonable use does not mean that the applicant must show the land cannot be put to any reasonable use without the variance. Rather, the applicant must show that there are practical difficulties in complying with the code and that the proposed use is reasonable. “Practical difficulties” may include functional and aesthetic concerns. STAFF REPORT Page 3 The proposed use is permitted in the R-1 Single Dwelling Unit District and complies with zoning standards with the exception of the required front yard setback along Morningside Road. The lot has two required front yard setbacks which greatly affect the buildable area within the required setbacks due to the narrow lot. The practical difficulty is caused by the location of the home to the west, 4110 Morningside, which has a front setback of 29.8 feet. The front yard setback for the subject property is established by the location of that home. With a 29.8-foot setback to Morningside, and a 5-foot setback to the north lot line, there would only be a 15-foot buildable area for this lot. No reasonable sized home could be built on this lot that meets all the required setbacks. The proposed home is reasonably sized for the neighborhood and would be setback further from Morningside than the existing home. 2. There are circumstances that are unique to the property, not common to every similarly zoned property, and that are not self-created? The circumstances are unique to the subject property and are not self-created. The width of the lot and the limitations of the required setbacks are not common to every similarly zoned property. 3. Will the variance alter the essential character of the neighborhood? Granting the variance will not alter the character of the neighborhood. The proposed front yard setback is similar to the existing setback of the new home. The proposed project complies with the other zoning requirements. Recommended Action: Approve an 18.6-foot front yard setback variance to the required front yard setback along Morningside Road at 4248 Alden Drive. Approval is subject to the following findings: 1. The proposal meets the variance criteria. The practical difficulty is caused by the location of the home to the west, which has a front setback of 29.8 feet. The front yard setback for the subject property is established by the location of that home. 2. With a 29.8-foot setback to Morningside, and a 5-foot setback to the north lot line, there would be a 15.2-foot buildable area for this lot. No reasonable sized home could be built on this lot that meets all the required setbacks. 3. The proposed home is reasonably sized for the neighborhood and would be setback further from Morningside than the existing home. 4. Granting the variance will not alter the character of the neighborhood. Approval is subject to the following conditions: 1. Survey date stamped March 10, 2020. STAFF REPORT Page 4 2. Elevations and plans received May 6, 2020. 3. Compliance with the conditions and comments listed in the engineering variance review memo dated March 20, 2020. Ed ina, Hennep in, MetroG IS, Edin a, Henn epin , MetroGIS | © WSB & Associates2013, © WSB & Associa tes 2013 4248 Alden Drive April 16, 2020 1 in = 50 f t / 20 EXISTING CONDITION SURVEY FOR: C. ALAN HOMES LEGEND Fence Stone Retaining Wall • Sanitary Manhole O Storm Manhole ExisUng Contour • Set Rog Soil • Found Iron Monument • Polo and ‘1811r ?gin 14245 ILINN DR. FROM OfI90-916.0 PESO 1113017.943.6 914.1 9 43.0 914.1 a, x916.5 0917.0 b CD 14248 &DEN DR. FRONT onwo.917.6 PEAK 14901ff.9321.2 7 91 x915.2 011) LL 0 z 0 --J PLANNING DEPARTMENT NAR 1 0 2020 CITY OF EDINA 10 0 10 20 Pi 9, W. BROWN LAND SURVEYING. INC. 8030 CEDAR AVENUE ...SURE 228. 8L00MINOT014, MN 55425 Bus: (952) 8544055 FAS: 0352.18544268 EMAIL:INFORWBROWNLANDSURVEYING.COM SITE ADDRESS 4.48 Alden Dr. Edina. MN 55016 PROPERTY DESCRIPTION The South 50 feet of Lot 65. MORNINOSIDE, Hennepin Coen ..Prinowom. BENCHMARK T N H not& south side of 3lomingsWe Rd. wit of Aldan Dr. Elevation =909.37. I hereby certify that this survey, plan, or report was prepared by nie or under my direct supervision and that I am o duly registered Land Surveyor under the low of the State of Minnesota. W. BROWN LAND SURVEYING, INC. DATED: 02-20-2020 WOOOROW A. BROWN. 9.1.5. MN REG 15230 REVISIONS JOB NO. 5CALE 22-20 DRAWN CME BOOK/PAGE 166/25 REFERENCE SHEET 1 of 1 WALL PRLAR 13.1 x914.5 00' .0 915.3 LLLLLLLLL LLLI_LL.L.LL 0915.2 LLL 1:1614311 RA110-1 LLLLL LLLLL LLLLL LLLtIx 0515.4 LX915.5_1_LL_ LLLLLLLLLLLLL LLULLLL LT.b...LLLL x915.4 LrECLL x914.7 x905.2 971.0 909.7 915. x x915.4 U. tit 01118.8 x915.5 so 815.8 913 15.5 09.9 JOT COVFRAGF• Lot Area = 9,987 SF , 915.1 x916.6 0916.5 0. A 6Z 915{ OO 915.7 0915.0 NORM UNE OF INE SOLON 5 K k O , F , LOT 65 916.5 0016.4 0915.2 162 0288.4 0 Sx.,• x916.4 T L. LI I 1.7,* ,-11 918.0111 09169 !!--1 9160 916.0 918.3 GARAGE F20011.916.3 x918.4 0914.2 S89'47'13"E 199 915.n 0917.0 15.7 0916.3 0915.5 -ON .0 918. IRV BOXES 61 -I 9916.3 I ! 14111 MORNINGSIOF Ira. FRONT E4110,217.5 GARAGE /1.0013.1115.5 915 0915.3 X916.5 x915.8 p l p ,.r x915.3 LC9 X9 911.2 .919.9 COVERAGE: House = 851 SF Detoched Garage = 368 SF Shed = 103 SF Paver P000 = 107 SF ALLOWANCES: Pallo = -107 SF Total = tdii SF 255 Madman, 00000519 Lot Coverage IMPERVIOUS SURFACE- Lat Area = 9,987 SF IMPERVIOUS SURFACE: House = 851 SF Detached Garage = 368 SF Shed x• 103 SF Paver Pallo Iv/ Slops - 115 SF Paver Walk = 238 SF Concrete Walk 45 SF Driveway 11 Garage Apron - 791 SF Total i. 5 5 . 1 1 1 SF 50% Moximum Allowable Lot Cowroge N0 -All exieting building dimensions ore measured to the finished siding and not the building foundation. -No *earth was made for any easements. -The location o all utiilles 91101V0 0 e from either Observed evidence in th field and/or from plans furnished by the utility companies and ala approximate. Utility companies should be notified for exact location before doing any excovation. 912 911,510 9 1.5TC MORNINGSIDE ROAD qqI ion 4914.3 M114.3 0814.3 x914.0 9913.7 0914.5 91 6(0 1IW 4.5 915.8 1111E 0 ,, 91 12.2 914.4 914 913.4 913 , • SET 24.0 HMI ON NET 6 • 915.6. 7 C.,VDS AY 91 915.2 0. Tl 900.9 3 0,74111i SAN N.H. TOP-910.80 INVERT 1959.4 IV SCALE IN FEET REPAR CURB LTR MORNINGSIDE ROAD SHAD 1,111. 0 TDP-910A3 CM U.H. TOP.910.60 INVERT-666.4 x 916 4 0914.3 x914.3 3.1 10 10 20 SCALE IN FEET z 0 501 PROPOSED SITE PLAN FOR: C. ALAN HOMES LEGEND Fence Stone Retaining Wall C Sanitory Monhole O Storm Manhole ErisUng Contour • Set Wag Nab • Found Iron Monument • ine:cAifla ItarTg230 Proposed Contour 0(900.0) Proposed Elevation Proposed Retaining Wall 20 14246 5904 DR. FROM DMW-916.0 PEAS 1699117.943.6 914.1 gyAr 914.1 421 felts moliraNGSOE RD. FROM EriffRY=917.5 GARAGE FLOOR-9155 A /.//E 915.7 GRAC - Lny Boy, 48 1 x916.3 25277 8. 5 ir916.4 916 •16.6 */ EX15CrniED /4, -51 SIDE s'el 91.9 -.LP.- „G,. //...Ica// • • 916.6 (914.6)0 , 0916.4 9 6.3 916.0 0, 913.4 913- - FXISTING Fl TVATIONS- Front Peak ra'itj,, = -9 ;i6.z MMM HG IDT OINFRABF. Lot Area = 9.987 SF COVERAGE, Noose = 851 SF Detached Garage = 368 SF Shed - 103 SF Paver Patio w 107 SF ALLOWANCES: Patio = -107 SF Total 1631i SF 250 Maximum Allowiable Lot Coverage FX15101f1 IMPERMMIS MIRFAITi Lot Area = 9.987 SF IMPERVIOUS SURFACE: House w 851 SF Detached Garage = 368 SF Shed = 103 SF Favor Patio re/ Steps = 115 SF Paver Walk = 238 SF Control* Walk = 45 SF Driveway & Garage Apron = 791 SF Total i. 5 5 . 1 SF 50% Maximum Allowable Lot Coverage MitipOSFO I OT COW. Lot Area 9,987 SF COVERAGE: Room < 2,366 SF Polio - 198 SF Demo Dieting Shed - 0 SF ALLOWANCES: Patio ie -ISO SF Thth1 i'44.2i SF 2.51 or 2,496 SF Maximum Allowable Lot Coveroav PROPOSED IMPERVMUS SURFA/Wi Lot Area - 9,987 SF IMPERVIOUS SURFACE: Room = 2,366 SF Stoop 4. 42 SF Patio = 196 SF Wolk = 56 SF Driveway - 1,138 SF Dorm Dieting Shed - 0 SF Total = gati SF 500 or 4,993 SF Ifindmum Nlowablo Lot Covisrogo Pi E MI a:Eating MT beading ""° to the tin jet"° siding and not N e dimension. -No search was made for any easements. -The Mcolion o oll utilities shown are from either observed evidence in th field and/or from plans furnished by the utility componies and ore approximate. Utility companies ohouid ba notified for exact locotMn before doing any excavation. 915 915 - -.' 141 2 916.9 os%9 (914.3) 1" IF 2 91", 914.48 914- . . SET RAG NAA fitl. BET St DIRECT PORTION OF RUNI4OFF B TO CATO_ MW -S89.47 13 E 199=72-MEA: 63111211 x914.3 x914.5 IRETNNING IOU (Da,K91 Eff 0114:125) FETNMIG WALL PRIM (814.13)1 g 9(914.2) 915 91 . -X-(913.7) 'x915.3 8irow.> CAM CUT 4241 NIDI OR. FROP05617 ROAM PHI ERST FLOM PLAN FRET FICI7417(1116.10) 113P OF FNO:4910.41) WAAGE FLOOR-01007 8 FLOOrt=i077.713) THE70141W(M&M) TO MST FITG•=1.0C4T ELEW11049,$.-.416 f PRIOR TO COISTRUCTION. INSTAL STOMA SEVER INLET PROTECTION ON AU_ CATOI 1149N9 070933 TO CONSTRUCTION SEMENT PLANNING DEPARTMENT MAR 1 0 2020 CITY OF EDINA x9I5.5 .915.6 \KIM UNE Of THE SOUTH OF LOT 65 N PERFOPUTED PVC MILE IN ROCK BED 914.2 4.2 .914.0 REVISIONS DRAWN CME REFERENCE A013 NO. 22-20A BOOK/PAGE 166/25 SHEET 1 of 1 SITE ADDRESS 4248 Alden Dr. Edina. MIN 55416 PROPERTY DESCRIPTION The South 50 feet of Lot 65, MORN1NOSIOE, Hennepin County. Mennesota. BENCHMARK T N H on the south aide of Morningside Rd. east of Alden Dr. Elevation = 909.37. I hereby certify that this survey. plow or report wos prepared by me or under my direct super-Webs: and that I am a duly registered Land Surveyor under the taws of the State of Minnesota. W. BROWN LAND SURVEYING, INC. DATED) 03.04.2020 W000ROW A. BROWN. R.L.S. MN REG 13230 W. BROWN LAND SURVEYING, INC. 6030 CEDAR BMWs ...SUBS 228. 81.00/411.1070/1, MN 55425 Bus: (052)1354.405.5 FAx:(052)1354.4268 EMAIL: INFOOWBROWNLANDSURVE,NG.coM SCALE 1 =10 GOPHERSTATEONECALLORG 1600)252-1166 TOLL FREE (651)454-0002 LOCAL NORTH UNE OF THE SOUTH OF LOT 65 lfrf POSES PRIOR TO CONSTRUCTION. INSTALL STORM SEWER INLET PROTECTION ON ALL CATCH BASINS EXPOSED TO CONSTRUCTION SEDIMENT MORNINGSIDE ROAD 10 0 10 20 SCALE IFI FEET PLANNING DEPARTMENT MAR 1 0 2020 CITY OF EDINA DATE REVISION 23460 P.E. NAME DATE: 03/04/2020 DRAWING: \ sener \ Projects \ 2020 \ #20-516 4240 Alden Dr.. Edina (C-Alan Hornes)\2020-03-02\20516c10.dwg LAYOUT: C1 #20-516 jm XREF: siteplan / (Sunder Engineering, PLLC. MOW CIVIL AND ENVIRONMENTAL ENGINEERING SERVICES 10830 NESBITT AVENUE SOUTH BLOOMINGTON, MINNESOTA 55437 19521 881.3344 TELEPHONE 19521881-1913 FAX wove sundeciol corn 4248 ALDEN DRIVE EDINA, MN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF INNESOTA. lt.n4/A0-0 INFORMATION: PROJECT NO: 020.516 DRAWN BY: lm CHECKED BY: as APPROVED BY: bhm graphic 03/002020 DESCRIPTION. STORM/ATER MANAGEMENT PLAN SHEET NO: C1 1 of 3 SILTFENCE DIRECT PORTION OF ROOF RUNNOFF TO CATCH BASIN 4'74 OD -131TU7r1rXr_A-11-dr- _13240.44 NIEN SOUL SCALE: DATE: EDINA SITE DRAINAGE PRECAUTIONS: 1. Reduce soil compaction by limiting equipment access to specific construction paths, if applicable. 2. Loosen compacted soils through raking, tinning, tilling, or other methods to a minimum depth of 6 inches. 3. Place new, organic rich, topsoil to a minimum depth of 4 inches on areas of disturbance. 4. Place sod or seed and mulch on exposed soils as soon as practical. EROSION PREVENTION PRACTICES: 1. Delineate the location of areas not to be disturbed (e.g. with flags, stokes, signs, silt fence, etc.) on the development site before work begins. 2. Avoid removal of trees and surface vegetation wherever possible. Schedule construction in order to expose the smallest practical area of soil at any given time. Implement appropriate construction phasing, vegetative buffer strips, horizontal slope grading, and other construction practices that minimize erosion. 3. Following initial soil disturbance or redisturbance, complete permanent or temporary stabilization against erosion due to rain, wind, and running water as soon as possible, but in no case later than 14 calendar days, on all disturbed or graded areas including stormwoter management pond sideslopes. This requirement does not apply to those areas that are currently being used for material storage or for those areas on which grading, site building, or other construction activities are actively underway. 4. Provide temporary grass seed cover on all topsoil stockpiles and other areas of stockpiled excavated material in order to prevent soil erosion and rapid runoff during the construction period. Prolonged periods of open, bare earth without grass cover will not be permitted. Stabilize all disturbed greenspace areas with a minimum of 4" topsoil immediately after final subgrade completion. Seed and mulch, or sod and stake these areas within 48 hours after completion of final grading work (weather permitting). INDIVIDUAL RESPONSIBLE FOR THE CLEANLINESS OF THE SITE AND THE MAINTENANCE OF THE EROSION AND SEDIMENT CONTROLS: CURT BREKKE C-ALAN HOMES 5215 TERRACEVIEW LANE NORTH, PLYMOUTH, MN 55446 PHONE: (612) 282-7546 EMAIL: curtb19720gmail.com Existing boundary, location, topographic, and utility information shown on this plan is from a field survey by W. Brown Land Surveying, Inc. dated 02-20-2020. The Engineer is not responsible for inaccuracies related to the survey information. KEY PROPOSED RUNOFF FLOW DIRECTION EXISTING CONTOUR PROPOSED CONTOUR (895.9) PROPOSED SPOT ELEVATION CONSTRUCTION SEQUENCE 1 Delineate the location of areas not to be disturbed (e.g. with flags, stokes, signs, silt fence, etc.) before work begins. 2 Establish sediment control practices on all down gradient perimeters before any up gradient land disturbing activities begin. These practices shall remain in place until final stabilization has been established. 3 Install all perimeter sediment control devices and construction entrances. The timing of the installation of sediment control practices may be adjusted in order to accommodate short-term activities, but sediment control practices must be installed before the next precipitation event even if the short-term activity is not complete. 4 Contact the City for approval of the sediment control devices. 5 Rough grade the site. 6 Install utilities. 7 Install pavements. 8 Install lawn and landscape. 9 Restore oil disturbed areas. 10 Clean all storm sewer and conveyance systems. 11 After all disturbed areas are stabilized, obtain approval from the City and/or Watershed District. 12 Remove all temporary sediment control devices. TOTAL LOT AREA = 9,987 SO. FT. EXISTING IMPERVIOUS AREA = 2,512 SQ. FT. PROPOSED IMPERVIOUS AREA = 4,892 SQ. FT. NET INCREASE IN IMPERVIOUS AREA TO PUBLIC RIGHT-OF-WAY = 2,846 SQ. FT. NET DECREASE IN IMPERVIOUS AREA TO PRIVATE PROPERTY = 466 SQ. FT. City of Edina Storm Water Reauirements: In the City of Edina, construction of a new dwelling unit requires a storm water management plan meeting the Category 2 criteria. No increase in peak runoff rotes to private properties for the 10% annual probability rainfall event (NOM Atlast 14, 10-year) is allowed. 5. Stabilize all disturbed areas to be paved using early application of gravel base. 6. Apply necessary moisture to the construction area in order to prevent the spread of dust. 7. In areas to be permanently stabilized, landscape with decorative rock, plantings, and sod. Refer to the approved Landscape Plan for design and details. 8. The street will be swept clean before the end of each day of active construction, when sediment is tracked into the street. 9. Areas with slopes greater than 3 to 1 and areas next to wetlands/waterbodies graded or exposed during construction shall be protected with temporary vegetation, mulching or other means as soon as practical. 10. No concrete washout shall occur on site unless it is done with an approved Minnesota Pollution Control Agency (MPCA) device or standard. 11. Stockpiles shall be surrounded with adequate perimeter control to prevent sedimentation and erosion. 12. Site shall be kept clean at all times and refuse properly controlled. 13. Temporary pumping shall not be permitted without the use of an approved Minnesota Pollution Control Agency (MPCA) device or standard. 14. The contractor shall inspect on a weekly basis and after any rainfall greater than 0.5' oll erosion control devices and make any repairs immediately. An inspection log shall be kept on site detailing these inspections and repairs preformed. RETAINING WALL (DESIGN BY OTHERS) N RET YOU. ISILTFENCE CLEANOUT INV. = 902.31 1 TOP = 913.20 INV. = 910.20 ST. S. POP UP -Il same •er 3 'mu 64` b DIA. PERFORATED PVC- u uuuu DRAINTILE IN ROCK BED -EStsIEB-spdrr s£1131(6%- 1 16 LF 6" DRAINT1LE 0 5.0oz FOUNDATION UNE ?AM EP AEE F)R Mm J a 5.0 13- CONC . STOOP _IS 50 1 1 M ice/ 6" DIA. PERFORATED PVC DRAINTILE IN ROCK BED ROOF DRAIN JO/ = 912.9 RETAINING WALL (DESIGN BY OTHERS) BUILDER TO VERWY PROPOSED FLOOR ELEVATIONS • FIRST ROOR=(918.10) TOP OF Rio. (916.41) BASENENT 8000.(907.70) PEN( HEIGHT=(945.58) 4248 ALDEN DR. PROPOSED HOUSE PER FIRST FLOOR PUN 91 912 B . eon? OUT VaIDON 4 LLLLLLL LLLLLLL LLL 'LLLLLLL LLLILLLLL LLL z LI .LLLLL LLLLLLL L FRONT XTEXX 2-.9 ,_LLLLLL t LL0 LLLLL I 1 ! ! 1 ! 'I LLL LLL _LLL LLL LLL L LL),11_L L L LLC1, . LL L LLL _i_L , pRPOSEDL DRNENAY /CELL LLL .L I IIILL LLLLLI LLL LLI_LLL_Lo_LLLI 6'1 LLLLLL 41, LLLLLL• _LLLLLL LLLLLLL LL LLL _LLLLLL LLLLLLL LL LL _LLLLLL LLLLLLLL,I_LL L _LLLLLL LLLLLLLL,LLL - - - /PROPOSED% 1.STOCKPILE %LO N z LU D GOPHER STATE ONE CALL TEMPORARY ROCK CONSTRUCTION ENTRANCE ----- 50' GENERAL NOTES 1. USE HANCOR HENRY DUTY CORRUGATED PIPE. OR APPROVED EQUAL 2. USE MIRAFI 140N GEOTEXTILE FILTER FABRIC. OR APPROVED EQUAL 3. SELECT GRANULAR ALL MATERIAL SHALL BE A CLEAN, MEDIUM GRAINED, UNIFIED SOIL CLASIFICATION SYSTEM (USCS) OSTIA D2487) SP SAND MEETING THE FOLLOWING GRADATION REQUIREMENTS: SIFVE SIZF 75 mm (3 finch) 4.75 mm (No. 4) 0.425 mm (No. 40) 0.075 mm (No. 200) 4. COARSE FILTER AGGREGATE SHALL BE A FREE DRAINING MINERAL PRODUCT, FOCI UDING CRUSHED CARBONATE QUARRY ROCK, LIMESTONE, CRUSHED CONCRETE, AND SALVAGED BITUMINOUS MIXTURE. z PASSING 100 75-100 0-40 0-5 / / 18' 6' COVER STONE 6' TUBING 6' STONE BED SELECT GRANULAR FILL DEPTH VARIES GEOTEXTILE FILTER FABRIC 6' MIN. OVERLAP COARSE FILTER AGGREGATE. USE IGNEOUS ROCK, OR SIMILAR INSOLUBLE, DURABLE, AND DECAY-RESISTANT MATERIAL BETWEEN THREE-FOURTHS INCH AND 2-1/2 INCHES IN SIZE, WITH NO MORE THAN FIVE PERCENT BY WEIGHT PASSING A THREE-FOURTHS INCH SIEVE AND NO MORE THAN ONE PERCENT BY WEIGHT PASSING A NO. 200 SIEVE. MATERIALS GREATER THAN 2-1/2 INCHES IN SIZE SHALL NOT EXCEED FIVE PERCENT BY WEIGHT. 6' DIAMETER PERFORATED POLYVINYL CHLORIDE PVC (ASTM D2729) OR CORRUGATED POLYETHYLENE PE (ASTM F405) DRAINTILE 0 12 FOOT MINIMUM WIDTH MNDOT STANDARD SPECIFICATION 3733 TYPE V PERMEABLE GEOTEXTILE FABRIC MATERIAL BENEATH THE ROCK iteplon /20-516 3m DRAWING: \\server \ ProjedA2020V20-516 4248 Alden Er., Edina (C-Man Hornes)\2020-03-02 20516c10.d wg LAYOUT: C3 XREF: DATE REVISION 23468 P.E NAME DATE: 03/04/2020 DATE: 03/04/2020 L / (S u n d e\ Engineering, PLLC. CIVIL AND ENVIRONMENTAL ENGINEERING SERVICES 10830 NESBITT AVENUE SOUTH BLOOMINGTON, MINNESOTA 55437 (952) 881-3344 TELEPHONE 1952) 881-1913 FAX WNW sundecivil corn 4248 ALDEN DRIVE EDINA, MN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF INNESOTA. tio41/4.) odistat INFORMATION: PROJECT NO.: 820-516 DRAWN BY: CHECKED BY: ss APPROVED BY: bhrn SCALE: graphic DESCRIPHON: DETAILS SHEET NO: C3 3af3 24—INCH HIGH CUT—OFF DIKE WITH MAXIMUM SIDESLOPES OF 4:1 TEMPORARY ROCK CONSTRUCTION ENTRANCE 6 INCH MINIMUM THICKNESS PUBLIC R -140 00 00 0 ► 0 0 0 00 00 0 00 0 111. 30 FOOT MINIMUM LENGTH 0 00 00 00 0 00 009)0 0 00 00 00 is• • 00 (DO (DO o (DO 00 00 00 0 00 00 o0 b0 ti 4() 00 cp 00 0 4%00 (DO 00 00 (D 0 0000000000 00 00 00 00 0 00 00 00 0 • 04: 1 TO 2 INCH DIAMETER WASHED ROCK, MN DOT STANDARD SPECIFICATION 3137 CA-1, CA-2, CA-3 OR EQUAL COARSE AGGREGATE 411. o 0 00 o PROPOSED GRADE 4' TOPSOIL DRAINTILE 2 INCH SQUARE HARDWOOD, PINE, OR STANDARD T- OR U-SECTION STEEL POSTS. DO NOT EXCEED MAXIMUM POST SPACING OF 4 FT. O.C. FABRIC COLOR SHALL BE INTERNATIONAL ORANGE PERSPECTIVE VIEW GEOTEXTILE FABRIC IN ACCORDANCE WITH MNDOT STD. SPEC. 3886 FOR SELF SUPPORTING SILT FENCE JOIN SECTIONS L 1E WRAP POSTS AND TIE TOGETHER 30" MIN. HEIGHT DIRECTION OF SURFACE FLOW LAY THE FABRIC AGAINST THE SIDES AND BOTTOM OF THE TRENCH. BACKFILL AND COMPACT WITH A VIBRATORY PLATE COMPACTOR ANCHOR FABRIC IN SOIL USE LATH AND STAPLES TO ATTACH FABRIC TO WOOD POSTS. USE TIE WIRES TO ATTACH FABRIC TO STEEL POSTS. USE HOG RINGS TO ATTACH FABRIC TO WIRE MESH SECTION VIEW ANCHOR SUPPORT POST IN SOIL REINFORCE WITH SNOW FENCE, WIRE MESH, OR STIFF PLASTIC FENCE IN AREAS WHERE CONCENTRATED FLOWS OCCUR (SUCH AS SWALES, DITCHES, AND IN FRONT OF CULVERTS AND CATCHBASINS) SILT FENCE INSTALLATION PLANNING DEPARTMENT MAR 1 0 2020 CITY OF EDINA Authentislgo ID: 34CA63BC.A8F4-4461-8926-C8402300812 Minnesota Statues and Edina Ordinances require that the following conditions must be satisfied affirmatively. Please fully explain your answers using additional sheets of paper as necessary. The Proposed Variance will: YES NO Relieve practical difficulties in complying with the zoning ordinance and that the use is reasonable k.," <.; e s .A- cl Wks \- w-. Ck\kto,v-e 4 4C ,6:C C) Oon‘j rAl'‘ t r 0"4:4,1 Correct extraordinary circumstances applicable to this property but not applicable to other property in the vicinity or zoning district --r VC-) A -Z. .14 NO ' eAN Nn c..et rt ‘Ai \ (IN A-11 , A 9 Lt w.ts x. A- ek. '•-kr c), ck ce.,A cs. 0\ 0,17 1,4,_ est 4 e, CI; 10) 1' V\./ Be in harmony with the general purposes and intent of the zoning ordinance A \A (20 .A\n ‘k3 -19-f (14f tbj - kk.5 law e r‘ 5 1 t 'Act , v.‘ V‘ '‘ 3 \) 010 5 ;, o_v‘x) cA-(AVt•V(' St.).;:k‘n 1,ksk • -,",3 cx 1.4 \.2 -A- f\ t‘ Q-• A" to y" crk. rZ w Ate Not alter the essential Character of a neighborhood 'Tk-z 1-10 Ch,SPA t•re. ,A4..? 4-1,a r ht3 &•;(..S 51-1 6 1 -Zvsd% Lv.z. t.1 PLANNING DEPARTMENT MAR 1 0 2020 CITY OF EDINA 2 DATE: 3/20/2020 TO: Cary Teague – Planning Director FROM: Zuleyka Marquez, PE – Graduate Engineer RE: 4248 Alden Ave - Variance Review The Engineering Department has reviewed the subject property for street and utility concerns, grading, stormwater, erosion and sediment control and for general adherence to the relevant ordinance sections. This review was performed at the request of the Planning Department; a more detailed review will be performed at the time of building permit application. Plans reviewed included existing and proposed surveys (dated 2/20/20 and 3/4/20, respectively) and stormwater management plan dated 3/4/2020 Summary of Work The applicant proposes demolish the existing residential structure and build a new home. The request is for a variance to a setback. Easements No comments. Grading and Drainage Site drains to private property, Morningside Rd, and Alden Dr—ultimately to Weber Pond. Stormwater Mitigation Stormwater was reviewed and is consistent with City of Edina Building Policy SP-003 standards. A final grade as-built survey and inspection will be required to verify compliance with the approved stormwater plan. Large area well on north side of building has the potential to increase foundation flood exposure from roof runoff water overtopping gutters. Floodplain Development No comment. Erosion and Sediment Control An erosion and sediment control plan was reviewed and is consistent with City of Edina Building Policy SP-002. Street and Driveway Entrance The applicant proposes to relocate/replace the existing curb cut. A driveway entrance permit will be required. The street was reconstructed in 2014. Refer to standard plates 540 and 542 for patching requirements. Public Utilities Water and sanitary are served from Morningside Rd. A one-inch water service line from the curb stop to the dwelling is required per the City’s policy SP-024. Sump line available for connection near the SW corner of the lot. If connecting to the City sump line, a permit and compliance with City of Edina Building Policy SP-006 will be required. Miscellaneous A Minnehaha Creek Watershed District permit may be required, applicant will need to verify with the district. A sealed well is located onsite. Thus, coordination with Minnesota Department of Health will not be required. Retaining walls are proposed. If greater than 4-feet, the applicant will be required to submit drawings, cross- section, and calculations prepared and signed by a Minnesota licensed professional engineer. Applicant must maintain sidewalks open for pedestrian access during construction. Road or lane closures require a permit from the Public Works Department. Buildable Area within Required Setbacks