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HomeMy WebLinkAbout2020-09-23 Planning Commission Regular Meeting PacketAgenda Planning Com m ission City Of Edina, Minnesota VIRTUAL MEETING Me m be rs of th e public can participate in the pu blic he arings by callin g 800-374-0221 with Confere n ce ID 1857265 du ring th e m ee ting. Press *1 on your telephone ke ypa d whe n you are ready to te stify in a public hearin g. An ope rator will m ute you r line place you into a qu eue until it is your tu rn to spe ak. Afte r t h e public h earings, the call will e n d. Wednesday, September 23, 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: September 9, 2020 V.Public Hearings A.Continue Public Hea ring to October 14, 2020. B-20-17, a 28.1% variance from the 50% full depth basement requirement to hav e under the main /oor of a home’s 1rst /oor a nd a variance to allow building a ba sement for health and safety where the /oor elevation extends 6.7 feet below the /ood protection elev ation for a teardown/rebuild at 4904 Bywood Way West. B.B-20-19, A 15-foot rear y ard setback variance a t 4630 Drexel Avenue VI.Reports/Recommendations A.2021 Work Plan VII.Correspondence And Petitions VIII.Chair And Member Comments IX.Sta < 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 1c 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: S eptemb er 23, 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 : S ep tember 9, 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 September 9, 2020. I N TR O D U C TI O N : AT TAC HME N T S : Description Planning Commiss ion Minutes : September 9, 2020 Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2020 Page 1 of 4 Minutes City Of Edina, Minnesota Planning Commission WebEx Meeting September 9, 2020 I. Call To Order Chair Nemerov called the meeting to order at 7:01 PM. II. Roll Call Answering the roll call were: Commissioners Miranda, Berube, Thorsen, Strauss, Cullen, Olsen, Agnew, Bennett, and Chair Nemerov. Staff Present: Cary Teague, Community Development Director, Kris Aaker, Assistant Planner, Emily Bodeker, Assistant Planner, Jennifer Bennerotte, Communications Director, and Liz Olson, Administrative Support Specialist. Absent from the roll call: None. III. Approval Of Meeting Agenda Commissioner Berube moved to approve the September 9, 2020, agenda. Commissioner Agnew seconded the motion. Motion carried. IV. Approval Of Meeting Minutes A. Minutes: Planning Commission, August 26, 2020 Commissioner Miranda moved to approve the August 26, 2020, meeting minutes. Commissioner Strauss seconded the motion. Commissioner Berube indicated in section nine she felt she was given a lot more credit than deserved, the minutes show she reviewed “Nolan Mains” and felt reviewed was more of a comment. She also noted Commissioner Miranda’s comments were regarding “The Lorient,” not “The Loden.” Motion carried as amended. V. Special Recognitions and Presentations A. Welcome New Student Member Chair Nemerov introduced and welcomed Student Member Sophie Cullen to the Edina Planning Commission. Ms. Cullen reviewed her student education with the Commission. She noted she was interested in City Zoning and Ordinances. She thanked the City for allowing her to be on the Commission. Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2020 Page 2 of 4 VI. Community Comment None. VII. Public Hearings A. B-20-18, a 1.67 First Floor Height Variance – 5313 60th Street West Assistant Planner Aaker presented the request for a First Floor Height Variance. Staff recommends approval of the 1.67 First Floor Height Variance, as requested subject to the findings and conditions listed in the staff report. Staff addressed Commission questions. Appearing for the Applicant Mr. & Mrs. Durmaskin, owners addressed the Commission. Mr. Troy Asleson, Stone Cottage Construction was at the meeting for questions. Public Hearing None. Commissioner Thorsen moved to close the public hearing. Commissioner Agnew seconded the motion. Motion carried. • Owners seem to be respectful for their neighbors • Will fit in nicely in the neighborhood Motion Commissioner Thorsen moved that the Planning Commission recommend approval of the 1.67 First Floor Height Variance as outlined in the staff memo subject to the conditions and findings therein. Commissioner Agnew seconded the motion. Motion carried unanimously. B. B-20-16, a 4.9-Front Yard Setback Variance – 6720 Samuel Road Assistant Planner Bodeker presented the request for a Front Yard Setback Variance. Staff recommends approval of the 4.9 Front Yard Setback Variance, as requested subject to the findings and conditions listed in the staff report. Staff addressed Commission questions. Appearing for the Applicant Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2020 Page 3 of 4 Mr. Jay Belschner addressed and answered Commission questions. Public Hearing None. Commissioner Thorsen moved to close the public hearing. Commissioner Strauss seconded the motion. Motion carried. Motion Commissioner Miranda moved that the Planning Commission recommend of the 4.9-Front Yard Setback Variance as outlined in the staff memo subject to the conditions and findings therein. Commissioner Berube seconded the motion. Motion carried unanimously. VII. Reports/Recommendations A. Sketch Plan Review – 7001 & 7025 France Avenue Director Teague presented the Sketch Plan Review at 7001 & 7025 France Avenue. Staff indicated the Planning Commission is asked to review the Sketch Plan and give feedback. No action is requested. Mr. Ted Carlson, applicant, and Mr. Neal Reardon, Architect of the project, addressed and answered Commission questions. The Commission reviewed the Sketch Plan and offered the following comments: • Concern with the height of the Phase A building, might want to consider reducing the building height. • Liked the higher density and suburban feel. • Concern with pedestrian and open space in the plans, does not really have access to the community. More green space should be added and a more comfortable pedestrian feel. • Provide more public space on the surface level. • North/south interior street has the potential to make this place the go to area. • The two residential buildings should line up so not to impede the extension of the north/south interior drive. • The Promenade looks great, try to do the same thing with the cross street or east/west street. • Provide more underground parking for more green space on the surface. • Affordable units within the project is positive. • Mic Johnson’s comments are on point and should be looked at closer. • Density and massing of the blocks is a good mix. • Elevate the sidewalks going across the streets to slow down traffic. • The proposal is very close to being complete and on track. Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2020 Page 4 of 4 • Remove the boulevard, parking and widen the sidewalks. • Would like to see solar being used at the next proposal. • Concern with winter shadow on the road itself causing slippery roadways. • Possibly build a skyway to the Galleria. Would make this appealing to residents. • Public art on the corner of 70th and France, if possible. • Would like to see healthy building design for the buildings. • Concern about the drive-through at the bank, the use of cars and the environmental exhaust as cars sit in them. • Too many surface parking stalls at the bank site. B. 2021 Work Plan Director Teague presented the 2021 Work Plan to the Planning Commission and indicated this is for informational purposes and no action is required. The Commission listed Work Plan priorities for 2021: • Industrial Park area • Southdale Transit • Lincoln Drive Node • Joint meeting with the Transportation Commission to talk about a future study VIII. Correspondence and Petitions None. IX. Chair and Member Comments None. X. Staff Comments None. XI. Adjournment Commissioner Agnew moved to adjourn the September 9, 2020, Meeting of the Edina Planning Commission at 9:29 PM. Commissioner Olsen seconded the motion. Motion carried. Date: S eptemb er 23, 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:Kris Aaker, As s is tant P lanner Item Activity: Subject:C ontinue P ublic Hearing to O c to b er 14, 2020. B-20- 17, a 28.1% varianc e from the 50% full depth bas ement req uirement to have und er the main flo o r of a home’s firs t flo o r and a varianc e to allow build ing a bas ement fo r health and safety where the floor elevation extend s 6.7 feet below the flood p ro tec tion elevation for a teard o wn/rebuild at 4904 Bywo o d Way Wes t. 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 : C ontinue the P ublic H earing for 4904 Bywood West to O ctober 14, 2020 I N TR O D U C TI O N : T he proposal is a tear down/rebuild with a new home located at 4904 B ywood Way West that will have a smaller than required basement at 21.9% instead of 50% and with a low floor at 898.7 feet which is 4.7 feet below the locally determined flood elevation of 903.4 feet and 6.7 feet lower than the minimum low floor requirement. T he flood protection elevation required for the property is 905.4 feet which is two feet above the base flood elevation of 903.4 feet. T he applicant also intends to combine the properties into one parcel. Date: S eptemb er 23, 2020 Agenda Item #: V.B. 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-20-19, A 15-foot rear yard s etb ac k varianc e at 4630 Drexel Avenue 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 a 15-foot rear yard setback variance for an addition at 4630 Drexel Avenue. I N TR O D U C TI O N : T he subject property, 4630 D rexel Avenue, is located on the north west corner of D rexel Avenue and Country C lub R oad. T he home built in 1924 is a M editerranean style home with a north side load garage located within the City’s historic C ountry C lub D istrict. T he owner is proposing an update to the existing structure that includes extensive renovations, a large addition to the west and an entry overhang to the east. T he changes to the street facing facades of the home require a C ertificate of Appropriateness (C O A) through the C ity’s H eritage P reservation C ommission (H P C ). AT TAC HME N T S : Description Staff Report Applicant Submittal Engineering Memo Aerial Map Cons ultant Vogel Memo to HPC Draft HPC Minutes September 8, 2020 The subject property, 4630 Drexel Avenue, is located on the north west corner of Drexel Avenue and Country Club Road. The home built in 1924 is a Mediterranean style home with a north side load garage located within the City’s historic Country Club District. The owner is proposing an update to the existing structure that includes extensive renovations, a large addition to the west and an entry overhang to the east. The changes to the street facing facades of the home require a Certificate of Appropriateness (COA) through the City’s Heritage Preservation Commission (HPC). The applicant presented the proposed project to the HPC as a sketch plan, where the design was modified for a formal application based on comments made. The Heritage Preservation Commission approved a Certificate of Appropriateness for the plans presented at the September 8th HPC meeting with the condition that asphalt roofing is not an approved building material. With the exception of the rear yard setback, the proposed project 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 4630 Drexel Ave. is a two-story stucco home built in 1924 with a side load garage. The current home does not meet the setbacks required in today’s code. The existing setback on the north September 23, 2020 PLANNING COMMISSION Emily Bodeker, Assistant City Planner B-20-19, A 15-foot rear yard setback variance for an addition at 4630 Drexel Avenue Information / Background: STAFF REPORT Page 2 property line is 8.2 feet instead of today’s required setback of 10 feet. The applicant will remove the non-conforming wall and rebuild the north wall 10 feet from the property line. Planning Guide Plan designation: Low-Density Residential Zoning: R-1, Single-Dwelling District Grading & Drainage The Engineering Department has reviewed the application and submitted comments as attached in their September 11, 2020, memorandum. The stormwater plan, as proposed, appears to not alter existing drainage paths, and proposes appropriate mitigation. Compliance Table City Standard Proposed North Side – Side yard East Side – Front yard South – Side Street West Side – Rear Yard 10 feet 35.6 feet 15 feet 25 feet 8.2 feet (existing) 10 feet proposed 41.2 feet 29.9 feet 10 feet* Building Coverage 25% 23.94% *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. STAFF REPORT Page 3 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. The practical difficulty is caused by the irregular shaped lot. 2. There are circumstances that are unique to the property, not common to every similarly zoned property, and that are not self-created? The subject property is an irregularly shaped lot that has a large amount of street frontage. The proposed addition will be setback further from the street, maximizing open space on the southside of the lot. 3. Will the variance alter the essential character of the neighborhood? Granting the variance will not alter the character of the neighborhood. The Heritage Preservation Commission has reviewed and supports the design and believes it to be appropriate and consistent with the District’s plan of treatment. Recommended Action: Approve a 15-foot rear yard setback variance to the required 25-foot front yard setback requirement at 4630 Drexel Avenue. Approval is subject to the following findings: 1. The proposal meets the variance criteria. The practical difficulty is caused by the existing location of the home and the irregular shaped lot. The proposed addition maximizes open space on the south side of the lot. 2. The proposed addition is reasonable, the Heritage Preservation Commission supports the design and believes it to be appropriate and consistent with the Country Club District’s plan of treatment. 3. Granting the variance will not alter the character of the neighborhood. Approval is subject to the following conditions: 1. Survey dated August 17, 2018. The August 17, 2018 survey shows a proposed patio that does not conform to the setback requirements. This will be updated prior to the submittal for a building permit to conform to the required patio setback. 2. Elevations and plans received date stamped August 24, 2020. 4630 Drexel Avenue Request for Variance for New Attached Garage Addition John and Cathy Wolf Narrative PLANNING DEPARTMENT UG 2 4 2020 CITY OF EDINA We are looking to refresh the residence of 4630 Drexel Ave and bring the design & construction into today's living. We want to achieve this while carrying forward the historic Spanish Colonial elements of the existing home. We are incorporating elements from the Spanish Colonial style including two story wall heights, white stucco wall finish, compound low pitched gable roofs with gable corbel details, maintaining the street facing chimney, arched windows/openings, and metal balconies/railings. We accomplished this through the support & guidance given by adjacent neighbors' letters and they are all anxious for us to get started on this project. Our goal is to refresh this house and add value to the community that will create a beautiful new home that we and the neighborhood will enjoy for years to come! We are anticipating receiving a COA for this project on at the 9/8/20 HPC Meeting. We also presented the new plans via a sketch plan review to the HPC on 8/17/20. The HPC gave us favorable feedback on the project. The project is a complete renovation of the home with an addition of two car attached garage in the rear yard facing Country Club Road. We chose to place the garage in this location as it will be tucked back and will not block the view out of our home into the driveway and play area in the side yard. 4630 Drexel is on the busy main entrance intersection of the Country Club District at Wooddale and Country Club Road. This is the busiest intersection in the neighborhood and is sometimes refereed to as "spaghetti junction." ?U\NNING DEPARTMENT AUG 2 4 2020 CITY OF EDINA LANNING DEP AUG 2 4 CITY OF EDINA There are 6 flows of traffic coming to this one intersection (Drexel Northbound and Southbound, Country Club East and Westbound, Wooddale North and Southbound). Adjacent to 4630 Drexel there are 5 stop signs, 1 yield sign, 2 keep right signs, 1 do not enter sign, 4 bike route signs, 8 driveways and 2 traffic islands). By pulling the mass of the new addition back, the new plan allows better views of our children outside in the driveway and in the side yard (which is the only "back yard" of this property). As you can see our driveway opens up to this busy and potentially dangerous intersection. This new plan will make the new home safer for our family. It is also a better plan for preventing car headlights from shining into our sleeping areas. View of 4630 Drexel from Busy District Entrance AUG 24 2020 CITY OF EDINA The garage on the new plan will be approximately 58' from the Country Club Road setback. As shown on the site plan, this will hide the garage in the rear. The new garage will also be blocked from view by the wing wall of the new addition and a row of trees. It is worth noting that street- facing attached garages are very common in the District (38 out of the 68 corner lots-see attachment). This new garage addition will require a 15' rear lot line setback variance from the Planning Commission as it is 10' from the rear lot line. (The new plan also eliminates the non- conforming 8' setback on the north side of the home). The adjacent attached garage at 4625 Wooddale is 5.3 from their rear lot line so this is is a condition existing in the area and other corner lots in the District. In fact, 9 other corner lot homes in Country Club adjacent to similar busy traffic islands have attached street-facing garages less than 25' from the rear for line - (see attachment for survey of garages in the district). Here is the similar condition with the home next door at 4615 Wooddale Avenue. This attached garage is approx 5' from the rear lot line. PLANNING DEPARTMENT AU 2 4 2020 CITY OF EDINA Survey of Corner Lot Homes in CC District with Street Facing Attached Garages Other Homes in Country Club District with Street Facing Corner Lot Homes in Country Club Attached Garages (excludes Sunnyside Road West of District with Street Facing Browndale as all homes have front facing attached Garages < 25' from Rear Lot Line garages) 4203 Country Club Road Approx. Garage Setback from Rear Garage Faces Lot Line Comments 4205 Country Club Road Adjacent to busy Country Club District Country Club Road - 9.4' Entrance Intersection 4207 Country Club Road Bridge Street 4209 Country Club Road Adjacent to busy Country Club District Sunnyside Road - 5' Entrance Intersection 4215 Country Club Road Adjacent to busy Arden/Bridge Country Club Road -10' Intersection 4221 Country Club Road Country Cub Road 4225 Country Club Road Bridge Street 4229 Country Club Road Bridge Street 4625 Country Cub Road Sunnyside Road 4305 Country Club Road Sunnyside Road 4409 Country Club Road Bridge Street 4033 Sunnyside Road Bridge Street 4501 Casco Avenue Sunnyside Road 4503 Drexel Avenue Country Club Road 4512 Drexel Avenue Country Club Road 4616 Drexel Avenue Country Club Road 4622 Drexel Avenue Bridge Street 4305 Country Club Road Bridge Street 4405 Country Club Road Bridge Street 4409 Country Club Road Address 4621 Edina Blvd. 4601 Browndale Avenue 4501 Arden Avenue 4632 Arden Avenue 4901 Bruce Avenue 4600 Arden Avenue 4530 Arden Avenue 4501 Arden Avenue 4500 Arden 4530 Bruce Avenue 4531 Bruce Avenue 4634 Bruce Avenue 4900 Bruce Avenue 4901 Bruce Avenue 4638 Casco Avenue 4600 Casco Avenue 4531 Casco Avenue 4532 Casco Avenue 4501 Casco Avenue Sunnyside Road 4624 Wooddale Avenue 4500 Casco Avenue Sunnyside Road 4610 Wooddale Avenue Adjacent to busy Country club District 4501 Drexel Avenue Sunnyside Road -10' Entrance Intersection 4606 Wooddale Avenue 4527 Drexel Avenue Bridge Street 4603 Wooddale Avenue 4600 Drexel Avenue Bridge Street 4519 Wooddale Avenue 4633 Drexel Avenue Country Club Road 4612 Edina Blvd Adjacent to busy Country Club District 4625 Woodale Avenue Country Club Road - 5' Entrance Intersection 4517 Moorland Avenue Adjacent to busy Country Club District 4601 Wooddale Avenue Bridge Street - 8' Entrance Intersection 4615 Moorland Avenue 4523 Wooddale Avenue Bridge Street 4606 Moorland Avenue 4519 Edina Blvd Bridge Street 4506 Sunnyside Road Adjacent to busy Country Club District 4601 Edina Blvd Bridge Street - 4' Entrance Intersection 4510 Sunnyside Road 4624 Moorland Avenue Country Club Road 4513 Browndale Avenue 4600 Moorland Avenue Bridge Street 4520 Browndale Avenue 4516 Moorland Aveniue Bridge Street 4604 Browndale Avenue 4517 Moorland Avenue Bridge Street 4614 Edgebrook Place 4500 Moorland Avenue Sunnyside Road 4618 Edgebrook Place Adjacent to busy Country Club District 4601 Browndale Avenue Bridge Street ' 10' Entrance Intersection 4622 Edgebrook Place 4640 Edghebrook Place Browndalc Avenue 4626 Edgebrook Place 4629 Browndale Avenue Country Cub Road 4630 Edgebrook Place 4218 Sunnyside Road Wooddale Avenue 4634 Edgebrook Place Adjacent to busy Country Club Road and Browndale Avenue Entrance 4901 Browndalc Avenue Country Club Road -5' Intersection from Creek Bridge 4638 Edgebrook Place 38 of 68 corner lots in Country Club have attached street facing garages 4619 Browndale Avenue 4905 Browndale Avenue 4909 Browndale Avenue Pli;NNING DEPARTMEN- filiG 2 4 2020 CM( OF EDINA 4501 Arden (garage —5' from rear lot line). 4501 Drexel Avenue (garage —10' from rear Located near busy Arden/Grimes/ lot line). Located near busy Drexel/ Sunnyside intersection. Sunnyside intersection. PLANNING DEPARTMENT AUG 2 4 2020 CITY OF EDINA 4632 Arden (garage —10' from rear lot line). Located near busy Arden/Country Club Road intersection. 4901 Browndale Avenue (garage —5' from rear lot line). Located near busy Browndale/ Country ClubGrimes/intersection by creek bridge. FLANMNCii DEPARTMENT AUG 2 4 `c020 OfTY OF `DNA PLANNING DEP AUG 24 Jt, CITY OF EDINA 4621 Edina Blvd (garage '9.4' from rear lot line). Located near busy Country Club Road/Edina Blvd/Wooddale intersection. 4625 Wooddale (garage —5' from rear lot line). House to west of 4630 DrexelLocated near busy Wooddale/Country Club Road intersection. The proposed variance will relieve practical difficulties in complying with the zoning ordinance and the use is reasonable: As seen in many homes in the District, the corner lot requires the garage to load from Country Club Road. This creates a practical difficulty in having a garage that doesn't block the views of the driveway and side yard from the home. By pushing the garage back away from the street, the home will allow views into the driveway and the side yard because it is not blocked by the garage. This new attached garage is a reasonable use of the property. Because the south side of the property is the only "back yard" of the property. This creates a practical difficulty. The variance will allow us to use the south side yard as our back yard and relieve the practical difficulty. The proposed variance will correct extraordinary circumstances applicable to this property but not applicable to other properties in the vicinity: 4630 Drexel is a corner lot that does not allow an adequate driveway access off Drexel Avenue. The property is also adjacent to the busiest intersection in the neighborhood. The variance will allow for a safer driveway as it will be visible from inside the home. The proposed variance will be in harmony with the general purposes and intent of the rear yard setback ordinance. The intent of the rear yard setback is to not encroach on the neighbors and to allow for adequate back yards. The proposed new garage will be adjacent to 4625 Wooddale which has a similar setback garage. Therefore, the new garage will no visually encroach on the neighbor as it is adjacent to their garage. The home to the north also has a second lot in between the property. Our new garage will not visually impact the enjoyment of their home. The variance will not alter the essential character of the neighborhood: There are several corner lot homes in the district with attached garages closer the 25' to the rear lot line. This is PLANNING DEP esPeciallY common on corner lot homes adjacent to busy traffic intersections. AUG 2 4 2020 CITY OF EDINA Comparing East/Drexel Avenue Elevations (existing, new plan) PLANNING DEPARTMENT AUG 2 4 2020 CITY OF EDINA • W Or. PLANNING DEPARTMENT Comparing South/Country Club Road Elevations (existing, new plan) CITY OF EDINA Comparing West /Facing 4625 Wooddale Garage Elevations (existing, new plan) ?CANNING DEPARTMENT AUG 2 4 'On C1TY OF EDINA PLANNING DEPARTMENT"17` 7-WG 2 4 2020 Comparing North /Facing 4626 Drexel Elevations (existing, new plan) Existing Front Country Club Road ' 2 • .v.atoirtwo15,€` Existing Front Country Club Road Towards 4625 Wooddale Existing View From in front of 4626 Drexel l'Ust1l\IIrtNIG DEPARTMENT Atl",-32 4 gi2.G Existing Streetscapes (T TY OF E-IINA PLANNING DEPARTMENT Existing Streetscapes Existing View House to West 4625 Wooddale I Existing View House to North 4626 Drexel I Existing Double Lot Between 4630 and 4626 Drexel ' - "74liter-0.3.5 1"tra•-.. 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PLANNING DEPARTMENT AUG 2 4 MO CITY OF EDINA PLANNING DEPARTMENT AUG 2 4 202C, CITY OF EDINA 1 - • New First Floor Plan • • - • :-1 7-) - 11 -i f.• - E. r. t 1 -/ • • 1 - ,,• _ - ••1 • i•rr _ 1/CX[ New Second Floor Plan PLANMNG DEPARTMENT AUG 2 4 2020 CITY OF EDINA *.r.1 p • ft-, 1r 47 -• '4'14; • • .„re,,,s.- .4, 2477,-4. . 1 Black Painted Steel Garage Doors ISI T4' DEPARTMENT AUG 2 4 2020 CITY OF EDINA Materials Brava Tile, Decra Tile, Clay Tile, Asphalt Roofing Options j,03onniitilling 0 Fine Texture Stucco Black Satin Metal Railing Marvin Ebony-Clad Exterior Windows o , 1\1C,Hoi(2-1--k060 t PLANNING DEPARTMENT AUG 2 4 2020 _ re.2.7o117. a-1.7 tz. A 7.77_ CITY OF EDINA, 1) y C 17L 44- • e • .1. PLANNING DEPARTMENT CITY OF EDINA courr-oly cLvta-mo jAv et.g_vATI7,4 ,77(TION) 4 172-pAope.L.(/\16. - 4(7O (712•._ AVE RA.-r Mt(6i4boR1-oo, 12 NN‘ A / • Th ( i ) r ror ir>r-r?,fr,y(t. -112 -.' .1- ,. \ ,., i - < ;. ? -i. / I ...c-v/:) --; • **IV. 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CcirIP• • Ali rs rr A c,12 lz-K-x- FL A-vs, 16 1 .• VT c.F. •q•i PP- 4 c'4V e. . • rt ,„,7 / • f1/4-1 k"=J IL • 4-x-14,7*--t4t-gte A'(, 1/44,1t \Ns e') C>MJ- -1) < ' . 2 - !/,' .c7:2_41312.-ror o) gros,Let • T P•rtc4'0; 41_Fm. _ 0 _ JLL PLANNING DEPARTMENT 1((6"--111-0 It AUG 24 2020 APP)ito 4 Kemoc)c_ii\J teiker Nta ORLICOP 7 ,2q,20 CITY OF EDINA -4 c2 Aag,, apiN 11\A pepe.c.,:tz-1'f • Ltrtt 13 as, Gl< Ist PLANNING PLANNING DEPARTMENT AUG 2 4 2021) CITY OF FDli-:A . • : • -61tti-usiA _ _ • I tic= Nt tilt tot -I 0_ 1_ Ai jui 1- FVIATATIOI Vric0A-0( 1-11-34,40 Fr2-0F wore- -[--- rz-FA • %',,k fJ UF riTir(.,*. • • • _ 7r_e_12-Rt906re 460 ,4\J • - s • za• 10 N 6_0 Got2.40a0 _ _ • R M - • I t- b lea R-Cli — 64c PA o-4.9W - 41-12' Vr. ("E. VAULT. _t3EvarA -(24)-)(1 4°- 4 L O 6Ag , Poo t2 )ti _SIrlitAk wIttl2c14 .4)Cpl- ? \1, Fiume-14 voOtz5;f\7ouri 11 ? 6127 RM - (.6'''"1411 V. IN, to 0* PLANNING DEPARTMENT AUG 2 4 2020 CITY OF FDINA $►20.20 R.() PD •LtD -r-t--00R 4" - z,v 6 EvIN-A ig E 41- N Io 4c I-4- o Pit 6 cS) OU (5),9 L L --tolzgogem 14001.6 6.0.44 Polecd TsgeAog 13 16,95C-05,.. 3.2etp5t 1170 0" Gs/ sF 110,F 114,e-F rn 0 a_ G DEPARTMENT FOUND IRON 894.4 FF. 11=897.73 GO . CbC)) N 89°57'35" E n. SET IRON ee6 °Bic' (99 LH 141.45 Per e, 0,1 .44 SI CAE a/ RA!, r `DING'/ JOUSE 1 7r ---L 0 $ 31===-4 .Y144: ft ei, Ltt+ I tieVe%-r rz..6( rfta, Ite't Frit f 1”fl4t. 1111 - I 1 1 I .; / MG, • 111 r-----F i! _ill il 0 1.5e vTY Lla 894.5 894.5 • tri co ND- ON 894.2 893. 2G 894. (1, 1.--7q4.00 . 78 893.9 Ix- Ix \ ..."... .- \ ,,,k i ik :----d,)--:---___,--,_ -1.4 '5 6 -----7------------() -------'--6:9, ir e e?•4;.--e3RO 8 W 93. W 9 IDTH VAR I E .'k''°''?..6 893.7 V ..,S8 6' v' S ) .13 (1, p• tx i o '85.8 ,e. 11 if-5.2 • I • EN.9 co (9,9v • 05) 895.3 sr 891.1 891.6 891.84 892.2 .960 892.55G BITUMINOUS„.., vivo .cp (N1 ROA Cc "PiL;44 121 - 0 HSJ BENCHMARK TOP OF NAIL 1.71 F1/ •,-,RQ1 4.1 892.4 45.2 893,8 89E1 ,,,FOUND IRON (.90 It AUG 2 4 2020 CITY OF EDINA z° I IV- o" MIA ---4 7%1 ,1§- FOIWICKI 1 /./ -------- I ----- RE: FAINING N WALL c9 (I) Sa l " (5 /EXISTING / / /HOUSE/ 0 LIJ CL I I LU ID CZ) CD PLANNING DEPARTMENT <I 60 LU N LU 0,9 C CD C,J SCALE IN FEET HOUSE DETAILS: 4630 DREXEL AVENUE 2-STORY HOUSE FOOTPRINT AREA = 1,618 SQ. FT. • Property Corner Concrete Concrete Curb Fence -(;)- Hydrant Overhead Telephone & Electric Gate Valve Light Pole Sanitary Manhole 0 Power Pole Gas Meter ____ -906 - - Existing Contour Proposed Contour Proposed Spot Elevation X (845.0) Proposed Drainage Arrow (2.0% MIN.) CERTIFICATION n x x x x x F-1.11 894 \89BITUMINOUS~ D r-\ //v 1Th I \ \_171-\LJ v.) I- z H c.i ---1 Z v) D -.-' Z D0 0 v) 0 C\I 0 ° •KI- O x 0 Z cin LL_ -q- m Z rc") ro 0 --) -4 I viS - c • cy, co co v) __, .c co co >- • • x in r.0 E'-..s '-j\--s = CK z co 0 . ,.., „..‘ 0 :ci < < 0 Lij) L,;') E = _1 0) CO .___,.__41.1 0 O c (- vi 8 O • 0 > • > (1) (f) L- .-, cf) J _C u) E /y*i T mas E. Hodorff/ / Minn. Reg. No. 236 7 ( N I 1-, L _ ULI ROW WIDTH VARIES 1' v , 35.6 /EXISTING / //1-10USE /// 35.6 /,,ExisTiNg/ \ (2) tiousE A `• ( / / 5' 35.6 GLS \ \ 7 , \ / J < < O x 7 EXIS/TIN/p/ HOUSE/ 8.7 cs, 5.3 .e) PROPOSED -441 >- g (0. a) 1 0 896 house r„ LEGAL DESCRIPTION Lot 16, Block 7, COUNTRY CLUB DISTRICT FAIRWAY SECTION, Hennepin County, Minnesota. GENERAL NOTES: 1. The bearing system used is assumed. 2. The location of the underground utilities shown hereon, if any, are approximate only. PURSUANT T( MSA 216D CONTACT GOPHER STATE ONE CALL AT (612) 454-0002 PRIOR TO ANY EXCAVATION. 3. Site Area = 13,160 square feet = 0.302 acres. 4. This survey was made on the ground. 5. No current title work was furnished for the preparation of this survey, legal description, recorded or unrecorded easements and encumbrances are subject to revision upon receipt of current title work. 6. Elevation datum is based on NAVD 88 data. 100.000 (NAVD 88) = 99.814 (NGVD 29) Bench mark is located Top of Nail (AS SHOWN ON SURVEY) Elevation = 891.75 7. Verify dimensions and elevations per latest house plan prior to construction, this survey relied upon plans from Client, dated 8-6-20. 8. Proposed ground elevations to be field verified by contractor for drainage. 9. Existing Impervious Area details. Total Site Area: 13,160 square feet Total Impervious Area: 2,174 square feet House Area: 1,618 square feet Patio/Deck Areas: 615+91-150=556 square feet Percent of Impervious Area: 16.52% 10. Proposed Impervious Area details. Total Site , Area: 13,160 square feet Total Impervious Area: 3,150 square feet House Area: 2,909 square feet Porch Area: 44 square feet Terrace/Patio Areas: 220+127-150= 197 s.f. Percent of Impervious Area: 23.94% 11. Existing elevation spots and pavement removed for clarity. (Ref. HSJ 2018313 original survey) 12. Erosion control information per others. LEGEND I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Date: August 17, 2018 EXISTING DRIVEWAY & ARPON TO BE REMOVED (SWALE AREA TO DRAIN TOWARD DREXEL AVE.)111 7 / / \ / 1 - \ ,,____ \ / i ,,..,. , __:----\ \ 16 ' \ - - 7 -- c/ ,„,, N ...9 / .,,,, 0 y \ 6 89 Z,, 1 / i I ,File No. ' 'Page 1 1-3-10309PH 13 W.O. Number Book 2020287 656 'Sheet No. " "CAD Tea. 1 OF 1 ,CT PROPOSED HOUSE/ GARAGE DETAILS: FIRST FLOOR = 898.5/897.8 GARAGE SLAB = 896.3 *Assuming three 6" steps into the garage. **Verify dimensions and elevations per latest plan prior to construction. 40.6 30 IS 30 I r\ ( I s( L _ (____ 5 \ \ -) P POSED C J \-- SILTcFENCE (TYP.) \ \ (711,0P B 0 ( SE$ .6 F,V)ATIO \ \ NJ X 7. x \ x x\ o /0 ---- s j 7'1- ( 896 I (2,4, 6)\ W 896 _ ..--/ - \ 896 / I • .,,,..„. ... ----- ---/--- 1,,,cp/ / L _ / PROP. RAIN G4FtriEN /cbc' 895, BY OTHEF35 7- - - - ----895 __ ..--- PROP. PORCH V - __, 1 I I (4.0' BY 11.0') .__ /, 1- S° I co // ..- Cr' c° 1 \\N V coy r-P OP8;Ep to ,‘6c) C\1 (\4 18.5 Lo co' TERRACE -; , , , I L_ P ) 0 f li / CiTl i 0 N • 10.2r \ /I / 1 "7"N_ • 28- :5.,. \11.0 kltz._51) 'ADDITION 0 . IDET\A) 1 All[KI /kl-t 45.2 6--) 94 c) (b \J N I I\ I '\ (--\ I IN I r) \ / Revision History. O CAD File: 2020287.DWG Path: J:\2020287\DWG\ 4630 DREXEL AVE EDINA, MN 55424 0 IY 3") PLANNII DENOTES GROUND DRAINAGE ARROW, PROPOSED JD ,...0 2.7 1 sk§5 • 10: 11183 \ \ 5.3 G DEPARTMENT 3 2 4 2020 )F EDINA 4630 DREXEL AVE, EDINA, MN 55424 CATHY WOLF LEGEND: SEDIMENT AND EROSION CONTROL NOTES CONSTRUCTION SEQUENCING 1. INSTALLATION OF SILT FENCE OR 13:0-ROU- AROUND SITE 2. DEMOUPON OF EXISTING STRUCTURES IF ANY. 3. CLEAR AND GRUB. 4. CONSTRUCT NEW STRUCTURE 5. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE ANO THE SITE IS STABUZED BY EITHER SEED OR SOatANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY RE REMOVAL EROSION PREVENTION THE CONTRACTOR IS RESPONSIBLE FOR PLANING FOR AND IMPLEMENTING APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINLMVE EROSION. ALL EXPOSED SOIL AREAS MUST BE STAI31.17_ED AS SOON AS POSSIBLE TO 114IT SOIL EROSION BUT El NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTMTY IN THAT PORTION OF THE SITE HAS TEMPORARY OR PERMANENTLY CEASED. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION Of TIE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN 20 WEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT Of DISCHARGE INTO ANY SURFACE WATER STABILIZATION OF THE LAST 20 LINEAL FEET MUST BE COMPLETED WIRD /4 24 HOURS AFTER CONNECTING TOA SURFACE WATER STABILIZATION OF THE ROOM ING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUST BE COMPLETE WTTH2I 14 DAYS AFTER COMIC-CTING TOA SURFACE WATER AND CONSTRUCTION PI THAT PORTION OF THE DITCH HAS TEMPORARLY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR MALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT DIKES ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TOA SURFACE WATER SEDIMENT CONTROL SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDNG CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. SEDIMENT CONTROL PRACTICES MUST BE ESTABUSHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVRES BEGIN. THESE PRACTICES SHALL REMAIN IN PUCE UNTIL FINAL STABILIZATION HAS BEEN ESTABUSHED. ALL STORM DRAIN EAETS MUST BE PROTECTED BY APPROPRIATE &UPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. TEMPORARY Sal STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB MO GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE ISA BYPASS IN PLACE FOR THE STORMWATER VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE MUST BE MINIMIZED BY A ROCK CONSTRUCTION ENTRANCE. STREET SWEEPING MUST BE USED IF THE ROCK ENTRANCE IS NOT ADEQUATE TO PREVENT SEDIMENT FROM BENG TRACKED ONTO THE STREET. EROSION AND SEDIMENT CONTROL FACILITIES ANO SOIL STABILIZATION MEASURES. BASED ON INSPECTION RESULTS THE CONTRACTOR MAY AND SHALL MODIFY THE EROSION AND SEDIMENT CONTROL PLAN IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF. POLLUTION PREVENTION CONCRETE WASHOUT - SHALL OCCUR OFFSITE HAZARDOUS WASTE STORAGE AND HANDLING - GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. STORMWATER FINAL GRADING OF THE LOT SHALL PROMOTE SHEET DRAIN NO AND AVOID CONCENTRATION OF STORM WATER FLOWS. FINAL GRADNG SHALL MAINTAIN THE EXISTING STORM WATER DRAINAGE PATTERNS TO THE EXTENT POSSIBLE AND PRACTICAL AS TO NOT CAUSE ANY DAMAGE TO ADJACENT PROPERTIES. STORMWATER, SEDIMENT & EROSION CONTROL CONTACT: CATHY WOLF (HOMEOWNER) 4630 DREXEL AVE EXNA, MN 55424 612-8194100 SCOTT BUSYN GREAT NEIGHBORHOOD HOMES 3939 W. 50TH ST., SURE 103A EDINA, MN 55424 952407-8765 NOTES: SEE SURVEY, BY HARRY S. JOHNSON CO. INC., DATED 03/17,2020 FOR PROPOSED ELEVATIONS & GRADES. DRAINAGE PATTERNS SHALL BE CONSTRUCTED ACCORDING TO GRADING PLAN. PROPOSED IMPERVIOUS AREA IS GREATER THAN EXISTING. THE PROPOSED INCREASE IN IMPERVIOUS AREA IS 566 SF. AN OPTIONAL RAINGARDENIDEPRESSICN IN THE FRONT YARD WILL STORE 75 CF OF STORMWATER RUNOFF FROM THE IMPERVIOUS SURFACES. NO STORMWATER STORAGE IS REQURED PER EDNA ENGINEERING POLICY SP-0O3. RUNOFF RATES TO ADJACENT PROPERTIES WU NOT INCREASE. SOLS ASSUMED TO BE TYPE B SOILS WITH AN INFILTRATION RATE OF 0.45 MR IMPERVIOUS CALCULATIONS: TOTAL SITE AREA = 13,160 SF EXISTING IMPERVIOUS SURFACE = 4,109 SF PROPOSED IMPERVIOUS SURFACE = 4,675 SF 24 (8 2 0:Ft5 DENOTES STABILIZED CONSTRUCTION ENTRANCE, PROPOSED EX 1' CONTOUR ELEVATION INTERVAL PROP. 1.0' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION (GUTTER FLOW UNE UNLESS OTHERWISE NOTED) PROPOSED 02E INFILTRATION BASIN CONTOUR DENOTES SILT FENCE/GRADING LIMIT DENOTES INLET PROTECTION DEVICE, PROPOSED DENOTES TREE PROTECTION DEVICE, PROPOSED DENOTES ROOF DRAINAGE ARROW, EXISTING AND PROPOSED Al CIT EF °N') 10.2 11.4WML111111W-AIR mi ism immi .2)x PROP.fopov4iA 4§.?' I I ct, co (f) COORD. ALL TREE REMOVALS Wi COINER PRKXt TO CONSTRUCTION ; k OP 0 ED T )POUO\~D IIS T ION R 0 P D ODIADDrt HON PROP. 7)71 6, I-83 ON A 1/ „0 - sis im i =I \ DIRECT DOWNSPOUT ) \ Illt- DRAJNAGE TO inFILTItkliON BAs 4N, COORD. WI - - LANDSCAPER N DREXEL AVENU (Th CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS I TEMPORARY DE-WATERING - DEWATERING OR BASIN DRAWING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDRENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TOA SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BAPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEDING WATER, DOWNSTREAM LANDOWNERS OR WETLANDS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RJPRAP, SAND BAGS, PLASTIC SHEATHING OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURES ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOWS. FILTER BACKWASH WATERS MUST BE HAULED AWAY FOR DISPOSAL RETURNED TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE INTO TIE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. DISCHARGE OF THE BACKWASH WATER TO SANITARY SEWER IS ALLOWED WITH PERMISSION Of THE SANITARY SEWER AUTHORITY SOIL COMPACTION PRECAUTIONS THE PERMITEE MUST MINM.IZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL MMHG SOIL COMPACT/ON IS NOT REQUIRED WHERE THE FUNCTION OF THE SPECIFIC AREA OF THE SITE DICTATES THAT IT BE COMPACTED. METHODS FOR MINIMIZING COMPACTION INCLUDE THE USE OF TRACKED EQUIPMENT, AND STAYING OFF OF AREAS TO BE LEFT UN-COMPACTED. METHODS TO PRESERVE TOPSOIL INCLUDE STRIPPING AND STOCKPLING TOPSOIL PRIOR TO GRADING OR EXCAVATION OPERATIONS INSPECTIONS AND MAINTENANCE THE CONTRACTOR IS RESPONSIBLE AT ALL TIMES FOR THE MAINTENANCE ANO PROPER OPERATION Of EROSION AND SEDIMENT CONTROL FACILITIES. THE CONTRACTOR SHALL AT A MIIIMUM, INSPECT, MAINTAIN ANO REPAIR ALL DISTURBED SURFACES AND ALL 898 )_ - -891 INSTALL SILT FENCE DOWNGRADE OF ALL EXCAVATION. INFILTRATION BASIN STORAGE (895254395.75)g5 CF OPTIONAL. UNLESS RE5:4AREO / INSTALL TREE PROTECTION J tz/ L 'TREES 0) COORD. WI :b OV liER, TYP. r <TO REMAIN, HET CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS 0,9 ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. -191 /49y1Toomocitous 20 I \ INITOpprini 949 —1949 --- 1949.01>< I 1 I C) 10: CC yJ `,896 PROPOSED DRIVEWAY Lu cf) -d3T ROCK CONS 30 GOPHER STATE O(JE CALL V.WN. TAT EECALLORCI 262.1106 IOU- FREE (661) 440002 LOCAL I' a 10'4' 6%0' COUNT Y CLUB !ROAD u 8 \ OA D I 90)7 litABBI Ns am 2.00 2490 A ea 6 .43 UN ION VOD COMPACTION OF SOILS IN PROP RAIN ARD BY 3Y 0 HERS- CivilSite GROUP 4931W. 35TH ST. SURE 200 ST. L01.11.9 PAK AM 66416 CAN9SUCkrup can WS Pink Pat Suva 763-213-3944 9524504003 I HEREBY CERTIFY THAT THIS PLA/I, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERV.S'ON AND THAT I MI A DULY UCE USE D PROFESS'ONAL ENGIIEER UNDER THE LAWS OF THE STATE OF U.NIIESOTA Ma e.v R. Paiek DIE 0108/19 LKE,E OD 44263 ISSUE/SUBMITTAL SUMMARY DATE 131/20,19 .9612120 _ _ • DE SC R.PTIOU CITY SUIIIJITTA.L CITY SUBMITTAL REVISION SUMMARY DATE DESCRIPTIO`! PROJECT NO 19372 EROSION CONTROL & STORMWATER MANAGEMENT PLAN C 1 .0 711 ail SITE CAOUP DOC EDINA, MN 55424 4630 DREXEL AVE O CC r A.S . T,LA MA.,,T,ERAL: CRESS FRE.TREATUVIT STR 2 Imkxst.c.c€ CRO5S...COCti ..CE O RANT VAT., S031tAIlIi TYPICAL PLAN VIEW SEE GRAD/NO PLAN FOR OEP111 r 3115 VAX. FILTER FABRIC WITH WIRE SUPPORT NET AS SPECIFIED. METAL POST AS SPECIFIED. ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 01120119 03,21/20 CITY SUBMITTAL CITY SUBMITTAL REVISION SUMMARY PROJECT NO 15032 NOTES: 1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC. 2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. 3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C. C") CURB INLET FILTER °SEDIMENT BIO-ROLL / COMPOST FILTER LOG NTS NTS DL FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS AS SHOWN oil PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIP LINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION ACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA 0 TREE PROTECTION NTS TO CONSTRUCTION AREA 35' R PLAN 6' MIN CRUSHED STONE TO CONSTRUCTION AREA 75' MINIMUM 3.7 FROM ECCE OF READ TO FRONT OF SPaD 01W 35' R FINISHED GRADE GEOTEXTILE FILTER FABRIC 4'H:01. 18.1510E SPEED ELM' ROADWAY 0 O CV" cc O X O Ili EXISTING UNDISTURBED PROFILE PUINTLI3LEOLAI DEPTH 24. MTH A Nal 61.1:34ED mxruaE (ar votuvc) 72% HOMOGENOUS CONS1RUCTOti SA50 3313 ORGANIC LEAF C0412051.1.12.DOT GRAN 2 CONSTRUCTICHSEOVENC313 1 PiST/LL SIT FENCE MOOR OR OTHER APPROPRATE TIOAORARY EP.05014 COVIT(0.0E5TES TO PREVENT SE05901T FP136111.35,4 OR ENTERAG TIE 14)41143- DURNOCCP.STRUCT104. 2. All DOW4-ORADENTPMETER SED3.00.00SIRCL EIITS TMST 6E PIRA. &UM AY( LI' GRADES! LAND OSIIARS-NO ACTIYITY MONS 3. POVORSICOMTNJOU3 myEcnoiss OF EROS Ctl DOHTROL FIOCTICES. 4. NOTALL URINES (ATER. SAMARY SERER ELECIP.C, MAE, FUR CPTIC, ETC) FROR TO SETTING FM/ GRADE OF SORE-1E5730N DEV.CE RCUGH ORME ThE SITE. F 6.0.7.-nou AREAS ARE BEM L.SF.13 AS TEI/PORAR(SED.VENT FITSINS LEANS A IPPLVLAI OF 3 FEET OF CARR OVER ThE PRACTOE TO PROTECT THE tiocarkici SOIS FRCAI CSOGG FDI fl PF_RFORM ALL OTHER SelE IIPRCMELENTS. 7. SEED MOVLI.CH ALL AREAS AFTER OSTLFV-ASCE. fl CONSTMJCT E. °RETENTION DEV OE LIFONSTAS.LOATYA OF CO(ITREUTNG DRA.X4GE AREA 9 NPLEVEHT TOPPORARIAND FERMATE EROS CPI COYMMX PFOCTYXS. 31 PLASTANDKALCH BrICETEliTiali DENTE SEE PLANT SCPECULE A5D L4IOSCAPE 1I.REVOE TEUPOPARY EMS CO4TROL OEVCES AFTER TI-E 00,111,0,511.4 ORA:NAGE AREA tS ADE-0.41TEIY VEGETATIO. INFILTRATION BASIN 0 N TS 6' GENERAL NOTES 4 IN TIE EVENT THAT SECCVENT B PORODUCED POO DE SW MANG CR IVIEVATELY FOU.12.51NOMAYA11011.1M6lATERML SHALL SE RD/0.SO FROM THc PRACTICE PR OR TO CONTINVIP3CCiiSTRUCTION. G4AC,3 OF SCRETENTKA DEVCE.S SIM. 6E AOCOVAZHEO US tri LONCOWACTfil EARTH-1.004 EOlFPL/DIT T0141.11.7 OOVPACTO4 OF DERLYSO SAM 6. ALL SUS VATT2.11$ 60.004 THE SPECFiD 6 0,-TEM.Y4 OtilrRi (ELEVATIA) St-4411 BE USQSTLROUO. UNLESS ODERNSE hOTED. 7. REVCAS TEVFORARY EPC.SCH CONTROL DO.ICES AFTER THE CONTRBUTDP3 ORANAGE AREA1.3A/X-OUAllELY VEGETATED. PLANNING DEPARTMENT AUG 2 4 2020 CITY OF EDINA TYPICAL SECTION VIEW NOTES: 1. PROViDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY. 2. THE ENTRANCE SHALL BE MANTAINED IN A CONDITION WHICH W,LL PREVENT TRACKING OR FLOWiNG OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. 3. REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. 4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. 5. FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED 1',1111 THE CRY PRIOR TO CONSTRUCTION ACTIVITIES. 6. CRUSHED STONE SHALL BE 1-1/2' DIA CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118. O STABILIZED CONSTRUCTION ACCESS NTS SUPPORT NET: 12 GAUGE 4' x 4' WIRE HOOKED ONTO PREFORMED CHANNELS ON POSTS AS SPECIFIED. EXISTING GROUND SURFACE WAWA CARRY WIRE SUPPORT NET DOWN INTO TRENCH FILTER FABRIC AS SPECIFIED SECURE 7- TO WIRE SUPPORT NET WITH METAL CLIPS 12D.C. ANCHOR FABRIC WITH SOIL, TAMP BACKFILL D:RECTION OF FLOW METAL POSTS 8.-0' O.C. MAX 0 SEDIMENT FENCE NTS OVERFLOW IS 5,1 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY EASING CURB, PLATE, BOX, AND GRATE FILTER ASSEMBLY DIAMETER, 6' ON-GRADE 10' AT LOW POINT HIGH-FLOW FABRIC FILTER FABRIC AS SPECIFIED FILLER AS SPECIFIED FELL UPSTREAM BASE EDGE WITH 2. OF DIRT OR COMPOST TO EMBED ROLL DIRECTION OF FLOW WOODEN STAKES 11 'X2'X16' MIN. PLACED 10' O.C. WHEN INSTALLED ON GROUND. IF INSTALLED ON PNMT. PROVIDE SANDBAGS BEHND AND ON TOP AT 1ff O.C. EXISTING GROUND SURFACE NOTE: 1. COMPOST FILTER LOGS (BD ROLLS) SHALL BE FILTREOf EROSION CONTROL SOXX OR APPROVED EQUAL 2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3390) AND 60%-70% PARTIALLY DECOMPOSED WOOD CH PS, PER MNDOT SPEC 3397. 3. FILTER FABRIC SHALL BE GEOTEKTILE KNITTED MATERIAL WITH MAX OPENINGS OF 318'. 4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MN. 12' AT ENDS AND STAKE. 5. SILT SHALL BE REMOVED ONCE IT REACHES 60% OF THE HEIGHT OF THE ROLL ORAS DEEMED NECESSARY BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION. GRASS PRE-1.:ATMElf( STRP LIMDS IUREED, UN-COMPACTED INVTLI SOL SHRECOE13 HARO5S00014L04 Pi USN (31-61 DEPTH) GR OUP pa,e 4931 W. 35TH ST. SUITE 200 W ST. LOUTS PA. 55116 Ct.- ..S1c6f04, corn 1/4 Pal $31,C! 763-213-3344 552-250-2003 D.T. CARI-SON C9 GUSTO. 40/4f 111),JEl1 I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT wAs PREPARED BY /YE OR UNDER MY D:RECT SUPERViS)011 AND THAT I AMA DULY LICENSED PROFESS:011AL ENG'NE ER UNDER THE LMVS OF THE STATE OF IlliESOTA Na 31e,Y R Pavek CITE 0128110 1.(11,110 44263 DESCRIPTION DATE DETAILS C2.0 DATE: September 11, 2020 TO: Cary Teague – Planning Director FROM: Zuleyka Marquez, PE – Graduate Engineer Ross Bintner, PE – Engineering Services Manager RE: 4630 Drexel Ave - Variance Review The Engineering Department has reviewed the subject property for street and utility concerns, grading, storm water, 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 include the site plan, erosion control and stormwater management plans dated 8/21/20 and survey dated 8/17/18. Summary of Review The proposed work on the subject property includes the partial demolition of an existing home, the construction of a new addition to an existing structure and the construction of a new garage. The plan as proposed appears to not alter existing drainage paths and the subject property is tributary to a localized downstream flooding hazard and proposes appropriate mitigation. The applicant will be required to have an approved Minnehaha Creek Watershed District erosion and sediment control permit at the time of building permit. Another plan review will be required at the time of building permit to ensure that compliance with City code and to ensure any additional conditions of the variance have been complied with. Easements No comments. Grading and Drainage This site drains to a structural flooding issue. Proposed grading and drainage paths will closely mimic existing drainage paths. The removal of the existing driveways near the north and west property lines and the favorable grades allow the applicant to grade swales to direct drainage to the public system. A final as-built and final inspection will be required to verify this and other site grades are completed per plan prior to issuance of a final certificate of occupancy. The proposed project adds approximately 566 square feet in new impervious cover to the lot, which is proposed to be mitigated with an optional 75cf rain garden in the front yard, south of the home. Applicant should at this time review any future projects that have new impervious surfaces proposed that are not part of this variance, as this proposed site plan impervious increase will count towards those projects as well for the following 2 years. At the time of building permit the applicant will need to provide a final site plan for review. Floodplain Development A local 1% annual flood shape with an elevation of 892.1’ is located on the eastside of the property. Avoid fill below this contour. The lowest opening elevation is required at no less than 894.1’. Given the existing grades, this should not pose an issue. Erosion and Sediment Control No Comments Street and Driveway Entrance The applicant proposes to remove one existing driveway entrance. The condition of the second existing driveway entrance shall be documented prior to start of work, as the applicant proposes to use it as a construction entrance. A driveway entrance permit will be required prior to construction or relocation of any aprons or curb and gutter. Refer to standard plate 405. The street was reconstructed in 2009. Refer to standard plates 540 and 543 for patching requirements. Public Utilities Water and sanitary is served from Drexel Ave. A one-inch water service line from the curb stop to the dwelling is required per the City’s policy SP-024. Miscellaneous A Minnehaha Creek Watershed District erosion and sediment control permit will be required at building permit. A well is not located onsite. Thus, coordination with Minnesota Department of Health will not be required. Ed ina, Hennep in, MetroG IS, Edin a, Henn epin , MetroGIS | © WSB & Associates2013, © WSB & Associa tes 2013 4630 Drexel A ve August 31, 2020 1 in = 50 f t / Page 1 of 1 MEMORANDUM TO: Emily Bodeker, Assistant City Planner FROM: Robert Vogel, Preservation Planning Consultant DATE: August 31, 2020 SUBJECT: COA for 4630 Drexel Avenue I have reviewed the plans and other information provided in relation to the Certificate of Appropriateness (COA) application for renovation of the house located at 4630 Drexel Avenue in the Country Club District. A COA was approved in 2019 for a similar renovation project involving the same house, but little or no work was apparently done. The applicant has modified the project to reflect changes in the floor plan, building mass and organization, while retaining the most important Spanish Colonial Revival style architectural elements on the two street-facing facades. The subject property is not individually eligible for designation as an Edina Heritage Landmark; however, it is considered a contributing heritage preservation resource in the Country Club Heritage Landmark District. COAs are required for new construction (including building additions) under city code section 36-722. The application notes that a zoning variance may be required for the new attached garage. These kinds of encroachments on setback requirements are not considered heritage resource management issues and therefore should not affect design review decisions for COAs. When the house at 4630 Drexel Avenue was built in 1924, the deed restrictions imposed by the developer included dimensional standards for front and side yard setbacks and lot coverage, but did not proscribe rear yard setbacks. It is also worth noting that the proposed additions and façade alterations would have complied with all of the architectural standards contained in the original Thorpe Bros. deed restrictions. Based on the plans presented, the proposed additions and alterations appear to meet the general standards for rehabilitation projects referenced in the district plan of treatment. The new construction has been designed to be compatible with the original house and consistent with the size, scale and massing of nearby historic houses and streetscapes; the attached garage and second- story rear addition are also typical of the broad pattern of post-1945 development in the surrounding neighborhood. If they were to be removed in the future, the new additions would leave the essential form and integrity of the property unimpaired. No primary historic character defining Spanish Colonial Revival style architectural features will be removed and the changes to the street facing facades (on the Drexel Avenue and Country Club Road elevations) should not detract from the property’s historic character or adversely affect the district’s sense of time and place. In my professional opinion, the proposed work is an appropriate rehabilitation treatment and the subject property will continue to contribute to the historical significance of the Country Club District after the work is completed. I recommend approval of the COA. Draft Minutes☒ Approved Minutes☐ Approved Date: Minutes City of Edina, Minnesota Heritage Preservation Commission VIRTUAL MEETING Tuesday, September 8, 2020 I. Call to Order Chair Schilling called the meeting to order at 7:03 p.m. II. Roll Call Answering roll call were members Lonnquist, Pollock, Cundy, Birdman, Nymo, Everson, Hassenstab, Chair Schilling, and student members Lee and Pronley. Emily Bodeker, staff liaison, and preservation consultant, Robert Vogel were also in attendance. III. Approval of Meeting Agenda Motion made by Birdman seconded by Nymo to approve the meeting agenda as presented. All voted aye. The motion carried. IV. Approval of Meeting Minutes Motion made by Cundy seconded by Pollock to approve the meeting minutes from the virtual August 17, 2020 meeting. All voted aye. The motion carried. V. Sketch Plans A. 4634 Edgebrook Place TJ Majdecki and Nate Wissink presented sketch plan drawings for a new house at 4634 Edgebrook Place. The Commission asked questions regarding the garden shed shown on the site plan, large window on the first-floor dining room, and second story faux balcony over the first-floor porch. VI. Reports/Recommendations A. 4100 W 76th Street Stephanie Hawkinson, Affordable Housing Manager, gave some background on the affordable housing project located at 4100 W 76th Street. She gave some background on the project timeline and where the project is in the development process and SHPO and HUD review. She explained how the project will honor the cultural history of the former Flyte Time Studios. Motion by Lonnquist seconded by Birdman to express support of the proposed plans for memorializing the cultural history of 4100 W 76th Street including a plaque Draft Minutes☒ Approved Minutes☐ Approved Date: explaining the cultural significance of the site/artifacts even though it is outside of the general purview of the Heritage Preservation Commission. All voted aye. The motion carried. B. 4630 Drexel Avenue Staff Liaison Bodeker presented the COA request for 4630 Drexel Avenue. The proposed COA request includes changes/additions to multiple street facing facades. Liaison Bodeker explained that the proposed project would also require a rear yard setback variance through the planning commission. Motion by Birdman seconded by Cundy to approve the COA request at 4630 Drexel Avenue with the following conditions: • Asphalt roofing is not an allowable roofing material • Any changes to the proposed plans would require review from the Heritage Preservation Commission. Approval is conditioned to the plans presented. All voted aye. The motion carried. C. 2021 HPC Work Plan Motion by Birdman seconded by Lonnquist to submit the proposed 2021 Heritage Preservation Commission work plan to City Council. All voted aye. The motion carried. D. Biographical Sketch-S.S. Thorpe Liaison Bodeker explained the Biographical sketch included in the packet was updated based on input the Heritage Preservation Commission received in June. Motion by Lonnquist seconded by Nymo to approve the Biographical Sketch of S.S. Thorpe. All voted aye. The motion carried. VII. Special Recognitions and Presentations A. Preservation Basics Preservation Consultant Vogel presented on the Basics of Preservation. The plan is to take 15 minutes in the upcoming meetings for a presentation from Consultant Vogel on different preservation topics. Draft Minutes☒ Approved Minutes☐ Approved Date: VIII. Chair and Member Comments: A. Lonnquist CCD Survey Summary Commissioner Lonnquist presented information she gathered on previous Country Club Surveys that have been completed. Consultant Vogel explained that the Council directed him to review whether or not a house in the Country Club District was contributing or a non-contributing resource when a COA application is submitted, so there isn’t a “list” of non-contributing resources in the district. IX. Staff Comments A. Preserve MN-State Preservation Conference Bodeker Shared information on the Preservation Conference that will take place virtually and is free to attend. X. Adjournment Motion by Birdman seconded by Nymo to adjourn the Heritage Preservation Commission meeting at 9:01 p.m. All voted aye. The motion carried. Respectfully submitted, Emily BodekerEmily BodekerEmily BodekerEmily Bodeker Date: S eptemb er 23, 2020 Agenda Item #: VI.A. To:P lanning C o mmis s io n Item Type: O ther F rom:C ary Teague, C o mmunity Development Directo r Item Activity: Subject:2021 Work P lan Ac tio n 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 : Agree on the 2021 P lanning C ommission Work P lan. I N TR O D U C TI O N : Action after discussion at the work session. AT TAC HME N T S : Description Draft Work Plan - 2021 Commission Work Plan Instructions Updated 2020.08.06 Instructions: Each section with a white background should be filled out. Do not fill out council charge. Scott will complete this section with his proposed charge to the Council. Liaisons are responsible for completing the budget and staff support columns. At the end of each quarter give brief description over status of initiatives List initiatives in order of priority Initiative Type: Project – This is a new or continued initiative. Annual / On-going: – Initiative that is on the work plan every year. Event - Event or awards coordinated by the commission (not City staff). Progress Reports: New Addition: Quarterly Progress Reports! Like department work plan updates, we will also do the same for commission work plans to keep Council updated on their work progress and allow us to capture data to be used in the future. MJ will contact Liaisons when quarterly progress reports are due. Timeline: SEPT MEETINGS: Commissionapproves proposed work plan. Plans due to MJ September 25.OCT 6 WORK SESSION:Chairs present proposed work plan to Council. Chairs present.NOV 4 WORK SESSION: City Manager presents staff proposed revisions. Liaisons present.DEC 1 COUNCIL MEETING: City Manager incorporates council feedback and submits final draft for approval.JAN 1: Commissionofficially starts implementing work plans. Commission: Planning Commission 2021 Annual Work Plan Proposal Initiative #1 Initiative Type ☐☐☐☐Project ☒☒☒☒ Ongoing / Annual ☐☐☐☐ Event Council Charge ☐☐☐☐ 1 (Study & Report) ☐☐☐☐ 2 (Review & Comment) ☐☐☐☐ 3 (Review & Recommend) ☐☐☐☐ 4 (Review & Decide) Initiative Title: Review Land Use Applications. Deliverable: Recommendations for City Council to consider Leads: Planning Staff Target Completion Date: Each Month Budget Required: None Staff Support Required: Yes Liaison Comments: City Manager Comments: Progress Q1: Progress Q2: Progress Q3: Progress Q4: Initiative #2 Initiative Type ☒☒☒☒Project ☐☐☐☐ Ongoing / Annual ☐☐☐☐ Event Council Charge ☐☐☐☐ 1 (Study & Report) ☐☐☐☐ 2 (Review & Comment) ☐☐☐☐ 3 (Review & Recommend) ☐☐☐☐ 4 (Review & Decide) Initiative Title: Planning Study of the Edina Business Park. (The office/industrial area between Highway 100, Cahill Road, 70th Street and Edina's southern border.) This Study would include recommendations from Chapter 10, Economic Competitiveness. Deliverable: Recommendations for City Council to consider Leads: Planning Staff Target Completion Date: Each Month Budget Required: Yes Staff Support Required: Yes Liaison Comments: City Manager Comments: Progress Q1: Progress Q2: Progress Q3: Progress Q4: Initiative #3 Initiative Type ☐☐☐☐Project ☒☒☒☒ Ongoing / Annual ☐☐☐☐ Event Council Charge ☐☐☐☐ 1 (Study & Report) ☐☐☐☐ 2 (Review & Comment) ☐☐☐☐ 3 (Review & Recommend) ☐☐☐☐ 4 (Review & Decide) Initiative Title: Zoning Ord. Amendments: Items to be considered for change to the Ordinance: drive-throughs; basement requirement; one-foot rule; allow secondary dwelling units. Deliverable: Recommendations for City Council to consider Leads: Planning Staff Target Completion Date: Each Month Budget Required: No Staff Support Required: Yes Liaison Comments: City Manager Comments: Progress Q1: Progress Q2: Progress Q3: Progress Q4: Parking Lot: (These items have been considered by the BC, but not proposed as part of this year’s work plan. If the BC decides they would like to work on them in the current year, it would need to be approved by Council.) Proposed Month for Joint Work Session (one time per year, up to 30 minutes): ☐ Mar ☐ April ☐ May ☐ June ☐ July ☐ Aug ☐ Sept ☐ Oct ☐ Nov