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2024-07-10 Planning Commission Regular Meeting Packet
Ag enda Planning Commission City Of E dina, Minnesota City Council Cham ber s Wednesday, July 10, 2024 7:00 PM Watch the m eeting on cable TV or at EdinaMN.gov/LiveMeeting s or Facebook.com /EdinaMN. Participate in Public H ear ing(s): Call 312-535-8110 E nter access code 2633 212 0259 Password is 5454 Press *3 on your telephone keypad when you would like to g et in the queue to speak A sta9 m em ber will unmute you when it is your turn I.Ca ll To Ord er II.Roll Ca ll III.Approva l Of Meeting Agenda IV.Approva l Of Meeting Min u tes A.June 26, 2024 Regular Meeting Min u tes V.Com m u n ity Com m ent During "Community Comment," the Board/Commission will invite residents to share relevant issues or concerns. Individuals must limit their comments to three minutes. The Chair may limit the number of speakers on the same issue in the interest of time and topic. G enerally speaking, items that are elsewhere on tonight's agenda may not be addressed during Community Comment. Individuals should not expect the Chair or Board/Commission Members to respond to their comments tonight. Instead, the Board/Commission might refer the matter to sta% for consideration at a future meeting. VI.Pu b lic Hea rings A.B-24-05 Fron t y ard setba ck va ria n ce req u est for 6716 Arrow h ea d Pass VII.Cha ir An d Mem ber Com m ents VIII.Sta1 Com m ents IX.Adjournm en t The City of Edina wants all residents to be comfortable being part of the public process. If you need assistance in the way of hearing ampli5cation, an interpreter, large-print documents or something else, please call 952-927-8861 72 hours in advance of the meeting. Date: July 10, 2024 Agenda Item #: I V.A. To:P lanning C ommission Item Type: Minutes F rom:Liz O ls on, P lanning Adminis trative S upport S pec ialis t Item Activity: Subject:June 26, 2024 R egular Meeting Minutes Ac tion 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 June 26, 2024 R egular Meeting Minutes. I N TR O D U C TI O N: AT TAC HME N T S: Description June 26, 2024 Regular Meeting Draft Minutes Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2024 Page 1 of 2 Minutes City Of Edina, Minnesota Planning Commission Edina City Hall Council Chambers June 26, 2024 I. Call To Order Chair Bennett called the meeting to order at 7:04 PM. II. Roll Call Answering the roll call were: Commissioners Alkire, Bornstein, Miranda, Padilla, Smith, Felt, Schultze, and Chair Bennett. Staff Present: Cary Teague, Community Development Director, and Liz Olson, Administrative Support Specialist. Absent from the roll call: Commissioner Daye, Hahneman, and Hu. III. Approval Of Meeting Agenda Commissioner Padilla moved to approve the June 26, 2024, agenda. Commissioner Felt seconded the motion. Motion carried unanimously. IV. Approval Of Meeting Minutes A. Minutes: Planning Commission, June 12, 2024 Commissioner Miranda moved to approve the June 12, 2024, meeting minutes. Commissioner Smith seconded the motion. Motion carried unanimously. V. Community Comment None. VI. Reports/Recommendations A. Sketch Plan Review – 6016 Vernon Avenue (Station Pizzeria) Director Teague presented the request of Station Pizzeria for a sketch plan review. Staff recommended approval of the sketch plan review, as requested subject to the findings and conditions listed in the staff report. Staff answered Commission questions. Appearing for the Applicant Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2024 Page 2 of 2 Mr. Jesse Hamer, Momentum Design Group Architecture, asked for the Planning Commission's feedback. He reviewed the comments from residents at the neighborhood meeting. He made a quick presentation. Mr. Jake Schaffer, Owner of Station Pizzeria, reviewed the proposed restaurant with the Commission. The Commission asked questions of the applicant. The Commission reviewed the sketch plan and offered comments that can be viewed in the official meeting video on the City website. VII. Chair and Member Comments Received. VIII. Staff Comments Received. IX. Adjournment Commissioner Felt moved to adjourn the June 26, 2024, Meeting of the Edina Planning Commission at 9:27 PM. Commissioner Bornstein seconded the motion. Motion carried unanimously. Date: July 10, 2024 Agenda Item #: VI.A. To:P lanning C ommission Item Type: R eport and R ecommendation F rom:Kris Aaker Assistant P lanner Item Activity: Subject:B-24-05 F ront yard setback varianc e reques t for 6716 Arrowhead P ass Ac tion 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 amendment to 2021 variance approval based on the findings in the staff report. I N TR O D U C TI O N: T he variance request is to make impervious adjustments to the site: ie. P atios, Retaining walls and an expanded stormwater infiltration trench. T he new property owner proposes to reconstruct and add minor patio expansions that conform with the City of E dina side yard setback requirements, comply with the City of E dina lot coverage requirements for impervious areas and to meet the City's stormwater rules with an expanded stormwater infiltration trench to capture a significant portion of the site's stormwater runoff. B etter Together E dina P ublic Input AT TAC HME N T S: Description Site location Staff Report Engineering Memo Building setback graphic Applicant Narrative Photos site plan/s urveys 2021 variance res olution site plan/s urvey 2021 2021 variace plans Better Together Public Input Report Staff Pres entation Ed ina, Hennep in, MetroG IS, Edin a, Henn epin , MetroGIS | © WSB & Associates2013, Henn epin County, Edin a, © WSB & Associa tes 2013 6716 Arrowhead Pass August 13, 2021 1 in = 75 f t / The subject property, 6716 Arrowhead Pass, is approximately 24,682 square feet in area and is located east of Indian Hills Road and north of Arrowhead Pass cul-de-sac. The existing home was spec built in 2022, was approved for a front yard setback variance by the Planning Commission in 2021 and has yet to be occupied given site work. Minor modification to patio areas require review by the Planning Commission as they were not part of the approved 2021 variance plan set. The applicant is requesting to amend the existing variance that was approved by the Planning Commission on Wednesday, August 25th, 2021, and tied to the plans presented at that time. The approved request was for an 85.9-foot front yard setback variance from the 103.2-foot front yard setback requirement for a new home at 6716 Arrowhead Pass, (see attached building setback detail). The applicant is proposing an amendment to the variance to propose adjustments to the previously approved plans for site work. The home is finished, however, most of the approved site improvements were faulty constructed including retaining walls, patios, landscape improvements and a yet to be built stormwater infiltration trench needing completion. The variance request amendment is to make impervious adjustments to the site: patios, retaining walls and an expanded stormwater infiltration trench. More specifically, the new property owner proposes to reconstruct and add minor patio expansions as shown on revised plans that conform with the City of Edina side and rear setback requirements, comply with the City of Edina lot coverage requirements for impervious areas and to meet the City's stormwater rules with an expanded stormwater infiltration trench to capture a significant portion of the site's stormwater runoff. The property has not yet received a Certificate of Occupancy from the Building Inspections Department given the deficiencies outstanding in the sitework. July 10, 2024 PLANNING COMMISSION Kris Aaker, Assistant City Planner B-24-05, A plan modification for an 85.9-foot front yard setback variance granted in 2021 from the required 103.2 feet for a 17.3-foot front yard setback for property located at 6716 Arrowhead Pass. Information / Background: STAFF REPORT Page 2 The following is current front yard setback requirements in the R-1 zoning district: Sec. 36-439. - Special requirements. a. Established front street setback. When more than 25 percent of the lots on one side of a street between street intersections, on one side of a street that ends in a cul -de-sac, or on one side of a dead -end street, are occupied by dwelling units, the front street setback for any lot shall be determined as follows: 2. If there are exis ting dwelling units on abutting lots on both sides of the lot that both have a front street setback on the same street, the front street setback shall be the average of the front street setbacks of the dwelling units on the two abutting lots on the same st reet; or the front street setback shall be the average front street setback of all other dwelling units on the same side of that street, between intersections. Surrounding Land Uses Northerly: Single Unit residential homes; zoned and guided low-density residential. Easterly: Single Unit residential homes; zoned and guided low-density residential. Southerly: Single Unit residential homes; zoned and guided low-density residential. Westerly: Single Unit residential homes; zoned and guided low-density residential. Existing Site Features The existing 24,681 square foot lot is located on the north side of Arrowhead Pass at the northeast side of the intersection of Arrowhead Pass and Indian Hills Road. The new home is complete and ready for occupancy; however, sitework needs addressing prior to receiving a Certificate of Occupancy. Planning Guide Plan designation: Low-Density Residential Zoning: R-1, Single-Dwelling District Grading & Drainage The Environmental Engineer has reviewed the application and submitted comments as attached in their memorandum. STAFF REPORT Page 3 Compliance Table City Standard Proposed North Side – East rear- South Front – West Front– 5 feet (patio addition) 25 feet 103.2 feet 67.9 feet 5 feet (patio addition) 47.3 feet existing *17.3 feet (existing) 77.9 feet existing Building Coverage Surface coverage Building Height 25% 50% 39.75 feet 14% 42% 39.5 feet existing *Requires a variance PRIMARY ISSUES & STAFF RECOMENDATION Primary Issues Are the proposed variances 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 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 proposed use is permitted in the R-1 Single Dwelling Unit District and complies with zoning standards, with exception of the existing nonconforming front yard setback. The practical difficulties are caused by the location of the two adjacent homes on Arrowhead Pass/Indian Hills Road and the minimal building area allowed due to setback requirements. The double street frontages, unique shaped lot and required setbacks greatly affect the buildable area to the extent the lot is unbuildable without benefit of a variance. Modification to the original approved plans require an amendment to the variance. Adjustments to the site, specifically expansion of patio areas which conform to code in all other ways are reviewed by the Planning Commission. STAFF REPORT Page 4 2) Correct extraordinary circumstances applicable to this property but not applicable to other property in the vicinity or zoning district. The unique shape of the lot and the limitations of the required setbacks are not like every similarly zoned property. 3) There are circumstances that are unique to the property, not common to every similarly zoned property, and that are not self-created? The proposed modifications to the 2021 variance granted are reasonable due to the circumstances that are unique to the subject property and are not self -created. The unique shaped lot and the limitations of the required setbacks are not common to every property within the R-1, Single Dwelling Unit District. Virtually all improvements and any changes on-site require a setback variance. 4) Will the variance alter the essential character of the neighborhood? Granting the variances will not alter the character of the neighborhood. The proposed project complies with the other zoning requirements such as height, building coverage, etc. The site modifications will be in harmony with the general purposes and intent of the zoning ordinance. It will not alter the essential character of the neighborhood. It will allow the project to be corrected and completed with final landscaping installed to uphold the character of the neighborhood. Recommended Action: Staff recommends approval of an 85.9-foot front yard setback variance for property at 6716 Arrowhead Pass. Approval is subject to the findings listed in the staff report above and following findings: 1. The practical difficulty is caused by the required average front yard setback requirement and the cul- de-sac setback. 2. There are circumstances that are unique to the subject property. Those unique circumstances include having 2 street frontages with a cul-de-sac severely affecting the buildable area on the lot. 3. The proposed modifications to the 2021variance granted are reasonable due to the circumstances that are unique to the subject property and are not self -created. 4. The proposal would not alter the essential character of the neighborhood. The site modifications will be in harmony with the general purposes and intent of the zoning ordinance. Approval is subject to the following conditions: Subject to the survey and plans date stamped, June 14, 2024. Compliance with the conditions and comments listed in the Environmental Engineer’s memo. Compliance with the tree ordinance. STAFF REPORT Page 5 Deadline for a city decision August 14, 2024. DATE: 7/2/2024 TO: Liz Olson – Administrative Support Specialist FROM: Ben Jore, PE – Senior Project Engineer RE: 6716 Arrowhead Pass - 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 Administrative Department. Plans reviewed included the civil set and stormwater report dated 6/13/2024. Summary of Work The applicant proposes to construct a patio. The request is for a variance is for setback requirements. Easements N.A. Grading and Drainage Site drains to a structural flooding issue prior to draining to Nine Mile Creek. It does not appear that any additional impervious will drain to private property. Stormwater Mitigation The project increases the impervious surfaces by over 600sf and drains to a structural flooding issue. Stormwater mitigation is required. The project currently is proposing a rock trench to provide volume control. The stormwater report has been submitted and complies with the City stormwater policy. Floodplain Development Floodplain is located in the front of the property however the project does not impact the floodplain. Erosion and Sediment Control An erosion and sediment control plan has been submitted. Street and Driveway Entrance N.A. Public Utilities N.A. Miscellaneous An updated Nine Mile Creek Watershed District permit is required or documentation that one is not required. AuthenlIsign ID: A4C97D4A-0729 EF11-86D4-000D3A8B7EDO Civi GR OUP Memorandum TO: Attn: Kris Aaker, City of Edina CC: DIFM2 TRUST FROM: Patrick Sarver, PLA Civil Site Group DATE: 6/12/2024 RE: Legal Description for 6716 Arrowhead Pass, Edina, MN LEGAL DESCRIPTION — 6716 Arrowhead Pass, Edina Lot 1 and that part of Lot 2, all in Block 1, REPLAT OF LOT 3, MCCAULEY HEIGHTS FIRST ADDITION, Hennepin County, Minnesota, described as beginning at the southwest corner thereof; thence southeasterly along the southwesterly line of said Lot 2 distant 73.28 feet to the southerly corner thereof; thence northeasterly along a non-tangential curve with a radius of 50.00 feet and a arc length of 12.00 feet; thence northwesterly to a point on the northwesterly line of said Lot 2 distant 16.00 feet northeasterly from the point of beginning. CITY OF EDINA JUN 14 2024 PLANNING DEPARTMENT www.CivilSiteGroup.com 5000 Glenwood Avenue • Golden Valley Minnesota • 55422 (612) 615-0060 c iyilSfitip Memorandum TO: Attn: Kris Aaker, City of Edina CC: DIFM2 TRUST FROM: Patrick Sarver, PLA Civil Site Group DATE: 6/10/2024 RE: Variance Request for 6716 Arrowhead Pass, Edina, MN CITY OF EDINA JUN 1 4 2024 PLANNING DEPARTMENT Variance Request Civil Site Group is requesting a variance regarding lot setback for the property at 6716 Arrowhead Pass in Edina. This variance request is for an amendment to an existing variance that was approved by the Planning Commission on Wednesday, August 25th, 2021. The approved request was for an 85.9-foot front yard setback variance from the required 103.2 foot front yard setback requirement for a new home at 6716 Arrowhead Pass. The existing house on site has 16.5 foot non-conforming setback. The applicant is proposing a 17.3 foot front yard setback for the new home. The purpose of this variance request is to correct unique circumstances applicable to this property, but not to other properties in the vicinity. This project will be in harmony with the general purposes and intent of the zoning ordinance. It will not alter the essential character of the neighborhood. The amendment to the variance is to propose adjustments to the previously approved site work. Most of the previously approved improvements were faulty constructed sitework: ie: retaining walls, patios, landscape improvements or un-built stormwater infiltration trench and need to be replaced or completed. The attached documents show the proposed replacement pavements and minor additions to the walls and hardscape of the site. Thusly the variance request amendment is to make impervious adjustments to the site: ie. Patios, Retaining walls and an expanded stormwater infiltration trench. The new property owner proposes to reconstruct and add minor patio expansions as shown on the attached documents that conform with the City of Edina setback requirements, comply with the City of Edina lot coverage requirements for impervious areas and to meet the City's stormwater rules with an expanded stormwater infiltration trench to capture a significant portion of the site's stormwater runoff. This project will continue to be in harmony with the general purposes and intent of the zoning ordinance and will not alter the essential character of the neighborhood. We will be meeting with the adjacent neighbors to show our updated plans and answer questions regarding the project and had to receive feedback from the residents near the property. www.CivilSiteGroup.com 5000 Glenwood Avenue Golden Valley Minnesota 55422 (612) 615-0060 AIMPAHMOPMPS MEM on. NM 1.014 AN. • • C GR OUP The text below is excerpted from the previous application for the project and stills applies to the existing built structure. Please reference the proposed survey and Figure 1 shown below regarding our variance request. See city code Sec. 36-439-Special Requirements (1) "Special setback requirements for single dwelling unit lots". "If there is an existing dwelling unit on an abutting lot on only one side of the lot that has a front street setback on the same street, the front street setback requirement shall be the same as the front street setback of the dwelling unit on the abutting lot on the same street; or the front street setback shall be the average front street setback of all other dwelling units on the same side of that street, between intersections." 'The required side street setback shall be increased to that required for a front street setback where there is an adjoining interior lot facing on the same street." Given the current language of the code, the southeast side of the existing house (shown in Yellow) is to be "increased to that required for a front street setback where there is an adjoining interior lot facing on the same street". Per our conversations with the city, this setback is to be the average of the two interior lots: 6712 Arrowhead Pass (123.6 ft. setback) and 6708 Arrowhead Pass (73.8 ft. setback). The average of the two setbacks is 103.2 ft. This side street setback is clearly too far and an extraordinary circumstance applicable only to this property. We are requesting this variance to permit the proposed home to have a side street setback of 17.3 ft on the southeast side of the home. The existing nonconforming setback is currently 16.5 ft. Due to this code and the unique location of the lot (see below and proposed survey), we believe it is a reasonable request to keep the setback with the existing minimum of 16.5 ft. BUIILDING SETBACK DETAIL: 1.• HATCHED AREA = 647 SQ.FT. WHICH EQUALS— BUILDABLE AREA. BUILDING OUTSIDE OF HATCHED AREA REQUIRES A VARIANCE FOR BUILDING SETBACKS. CITY OF EDINA JUN 1 4 2024 PLANNING DEPARTMENT www.CivilSiteGroup.com 5000 Glenwood Avenue Golden Valley Minnesota 55442 (612) 615-0060 A4C97D4A.0729-EF 11 8604 000D3A8B7EDD DIFM2 Trust Memo Civil Site Group, PC and its designated agents may submit and act as Applicant for the Variance Application required by the City of Edina, MN for site modifications at 6716 Arrowhead Pass, Edina MN 55439. The undersigned certifies that he/she is the properly elected and qualified, of the Property Owner DIFM2 Trust, a Trust duly conformed pursuant to the laws of the State of Minnesota This resolution has been approved by the Trust on May 10, 2024. I, as authorized by the Trust, hereby certify and attest that all the information above is true and correct. Name: Justin Holland Position/Title: Trustee Telephone Number: 770-b42-8842 Email Address: justin.holland©aefiveenterprises.ocm Signature: TAe DIF/142 Mud 06/12/24 CITY OF EDINA JUN 1 4 2024 PLANNING DEPARTMENT • FINISHED GRADE AS-IBUILT SURVEY -'for-- Allied Partners K \s, _ - / AS-BUILT ELEVATIONS (meas. 10/14/102 It GARAGE FLOOR = not poured - - - - - TOP OF BLOCK = pm- - - - - - - - - LOW-_FLOOR = 888.0 (MEAS. 05/30/23) _ - - - LOW FLOOR (J3' WAUS flex room) = 887.0 (ASSUMED, FOOTING = 886.7) - - - - - - - - - LEGEND • DENOTES IRON MONUMENT FOUND nar DENOTES USUTY POLE Et DENOTES USUTY BOX (S) DENOTES SANITARY SEWER MANHOLE ID DENOTES CATCH BASIN v DENOTES EXISTING CONTOUR DENOTES OVERHEAD WIRE DENOTES EXISTING FENCE .1011.2 DENOTES EXISTING ELEVATION. 41Mls DENOTES PROPOSED ELEVATION. DENOTES BUILDING SETBACK UNE Existing House NOTES - Bearing's shown are on assumed datum. - Field survey conducted on 11/26/20 & 12/10/20 & 02/08/21. House staked 09/08/21. Foundation asbuilt completed 10/14/2021. Grading °Moult completed In June, 2023. - This survey was prepared without the benefit of cfM) tltiework. Easement, appurtenances and encumbrances 'Ion 2 may exist in addition to those shown hereon. This survey is subject to revision upon receipt of a title insurance commitment or attorneys title opinion. DENOTES TREE TO BE REMOVED DENOTES EXISTING TREE DENOTES CATCH BASIN DENOTES PROPOSED ELEVATICN. DENOTES EXISTING ELEVATION. DENOTES DIRECTION OF DRAINAGE. DENOTES WOCO HUB/METAL SPIKE 4.„ Existing House BENCHMARK TOP NUT FIRE HYDRANT AT NE QUADRANT OF MCCAULEY TRAIL SO. & INDIAN HILLS ROAD. ELEVATION = 880.03 (PER CITY OF EDINA DENCMARK WEBSITE) GRAPHIC SCALE lo 20 40 ( IN FEET ) 1 Inch = 20 IL LEGAL DESCRIPTION Lot 1 and that part of Lot 2, all in Block 1, REPLAT OF LOT 3, MCCAULEY HEIGHTS FIRST ADDITION, Hennepin County, Minnesota, described as beginning at the southwest corner thereof; thence southeasterly along the southwesterly line of said Lot 2 distant 73.28 feet to the southerly corner thereof; thence northeasterly along a non-tangential curve with a radius qf, so,oko feeLarkd q arc length of 12.00 feet; thence northwesterly to a point on the noethWeeteilyllne-otablh; Let 2 distant 16.00 feet northeasterly from the point of beginning. NORTH SURVEYING LAND SURVEY1N 763-458-2907 acrelandsuryeV Seryha Citlee Metro area and beyond r III 0 I, I, A , P A tI. 0, A, A , 5, r , II/ AREA CALCULATIONS: -TOTAL PROPERTY AREA = 24,681* SQ.FT. - EXISTING HOUSE, SIDEWALK, STOOP, POOL, CONCRETE SHED, DECK AND BITUMINOUS DRIVEWAY = 5,363± SQ.FT. (PRIOR TO 2021 NEW HOME CONSTRUCTION) - PROPOSED HOUSE = 3,554± SQ.FT (24,681 a 0.25 = 6,170 allowed) \ - PROPOSED DRIVEWAY = 2,49I± SQ.FT. *OVERALL PROPOSED IMPERVIOUS = 10,596 SQ.FT. (43%) AS-131.1111,T AREAS: TOTAL IMPERVIOUS = 1885+3465+30+71+45+460+238+1162=7056 SQ.VF. + RETAINING WALLS (roughly 400 lineal feet x 2 wide= 800) - 7,856 mil/24681 = 30.6% Impervious PROPERTY ADDRESS: #6716 Arrowhead Pass, Edina, MN ZONING/SETBACK INFORMATION - Total Lan Area ** 24,681* sq.ft. (0.57 acres) - PROPERTY ZONED R-1 - Requirements for building coverage, setbacks and height. The minimum rerMiremente for bulking coverage, setbacks and height in the Single Dwelling Unit District (R-1) ore as follows: (1)13911dIng coverage.a.Lots 9,000 scamre feet or greater in area. Building coverage shall be not more than 25 percent for all buildings and structures. On lots with an existing conditional use, If the combined total area occupied by all accessory buildings and structures, excluding attached garages, Is 1,000 square feet or greater, a conditional use permit Is required.b.Lote less than 9,000 square feet In area. Building coverage shall be not more than 30 percent for oil buildings and structures; provided, however, that the area occupied by all buildings and structures shall not exceed 2,250 square feet.c.Combined total area.The combined total area occupied by all accessory buildings and structures, excluding attached garages, shall not exceed 1,000 square feet for lots used for single dwelling unit bulidings.d.Building coverage shall include all principal or accessory buildings, Including, but not limited to: 1. Decks and patios. The first 150 square feet of an unenclosed deck or Dello shall not be included when comoutIng building coverage 2. Gazebos 3. Balconies. 4. Breezeways. 5. Porches. 6. Accessory recreational facilities constructed above grade, such as paddle tennis courts. The following Improvements shall be fladudrsl. when computing building coverage:LDriveways and sidewalks, but not patios, subject to subsection (1)d.1 of this section.2.Parking lots and parking ramps.3.Accessory recreational facilities not enclosed by solid walls and not covered by a roof, Including outdoor swimming pools, tennis courts and shuffleboard courts.4.Unenciosed steps and stoops less than 50 square feet.5.Overhanging eaves and roof projections not supported by posts or pillars. Sec. 36-439. - Special requirements. in addition to the general requirements described in article XII, division 2 of this chapter, the following special requirements shall apply In the Single Dwelling Unit District (R-1): 24194 - 6716 Arrowhead Pass (1)Special setback requirements for single dwelling unit lots. a.Estoblished front street setback. nen more than 25 percent of the lots on one aide of a street between street intersections on one side of a street that ends In a cul-de-sac. or on one side of a dead-end street. are occupied by dwelling unite the front street setback for any lot, Retaining Wall Exhibit shall be determined as follows' 1. II there Is on existing dwelling unit on on abutting lot on only one side of the lot that has a front street setback on the same street, the. front street setback reauirement shall be the some as the front street setback of the dwelling unit on the abutting lot on the same street or the front street setback shall As Located and Staked be the average front street setback of all other dwelling units on the same side of that street, between IntersectIons.2.11 there are existing dwelling units on abutting lots on both sides of the lot that both have o front street setback on the same street, the front street setback shall be the average of the front street setbacks of the dwelling units Civil Site Group on the two abutting lots on the some street; or the front street setback shall be the overage front street setback of all other dwelling units on the same side of that street, between Intersections.b.Side street setback. The required side street setback shall be increased to that required for a front street setback where there is an adjoining interior lot 4-17-2024 facing on the same street. The required side street setback for a garage shall be Increased to 20 feel If the garage opening faces the side street.c.Rear yard setback, Interior lots. If the rear lot line Is less than 30 feet In length, or if the lot forma a point at the rear and there is no rear lot line, then, for setback purposes, the rear lot line shall be deemed to be a straight line segment within the lot not less than 30 feet in length, perpendicular to a line drawn from the midpoint of the front lot line to the junction of the Interior lot lines, and at the maximum distance from the front lot iine.d.Rear yard setback, corner lots required to maintain two front street setbacks. The owner of a corner lot required to maintain two front street setbacks may designate any interior lot line measuring 30 feet or more In length as the rear lot line for setback purposes. In the alternative, the owner of a corner lot required to maintain two front street setbacks may deem the rear lot line to be a straight line segment within the lot not less than 30 feet in length, perpendicular to a line drawn from the junction of the street frontages to the junction of the interior lot lines, the line segment being the maximum distance from the junction of the street frontages.e.Through lots. For a through lot, the required setback for all buildings and structures from the street upon which the single dwelling unit building does not front shall be not less than 25 feet. bre" ee°o 41\ 1's2\rslieW 6,00.5 % %,tx-vaca . OE 9 .4. v : v Ntj,44, 9 eases • ••. e re silli; • 1 1 • • r,., • • 1 Al3ROVVI-1EAp PASS 8 \\ 1 / / -k.'---,----1-----/1--- __I -4,-- __L i \ / -i. 7/ / -171-i -e-4-2., . 4.- / 1,FierripE N45'58•54*E --/- _4MT01 PIK I , I 258.27 MEAS. (258.7/PLAT- ) JUN 1 4 2024 egg NOTES - CITY TO VERIFY ALL BUILDINGS ELEVATIONS AND SETBACKS. - CONTRACTOR TO VERIFY HOUSE DIMENSIONS, AND SEVER AND BASEMENT DEPTHS. - HOUSE PLACEMENT & ELEVATIONS SET BY OWNER. - HOUSE STAKED IN FIELD ON 09/08/2021. ego it "RCN PIPE DENOTES IMPERVIOUS SURFACE (FINAL IMPERVIOUS X WALL BE LESS THAN 43X AS THERE WILL BE GRASS AND PLANTINGS IN PASO AREAS). V. . • • 09 X,50\'Vs 019\.1 at) \ 1,8 \ wucn \ \ \ '0 I _ "41t st EirM. SPIKE I 550 1 4 845'5654"W ,Pre r •Ier r ,44,3 E A :. \ . , , „, /pair,,' : k, " *? / § t„,,‘ •- 195.- \ , ti ,•.7, .04 V .... , v \ , : '''\ a r93 13 111111111211W/MEMINIsimmezes,,, 'TANI) / 7 NORTH *NOTE: EXISTING HOME FFE = 899.5, NEW HOUSE FFE TO BE NO GREATER THAN 1 FOOT FROM EXISTING EFTA eklinimum allowable low floor = 881.9. Minimum lowest opening allowed = 879.0, per city engineering deportment.. PROPOSED ELEVATIONS GARAGE FLOOR = 897.5 (DOWN 2.14 from top foundation) TOP OF BLOCK = 899.64 PROPOSED FFE = 900.0 PROPOSED LOW FLOOR (10.5' WALLS) = 889.44 PROPOSED FFE = 900.14 (UP 6" FROM TOP FOUNDATION). PROPOSED LOW FLOOR (12 WALLS, flex room) =_1187.44- 10: cycle 4,4i • 4 ;: : '4 \ .4% 4ck 449- 4ez • "..s. .p„ob 4, G 11 \ 4'; , , •44, 44, 1. \ 1642:-nt" _ - ta.90 ‘3. "" . 1/21RON PIPET- POT 40^" 10, '480 44,5014 0.1.c., Sox, ,,,k S edi Nap - 7-72gmeas.,L " 4 %0 17_ 9;4 loge, 47.3 _ _ _ I hereby certify that this plan, survey or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. JOB #20436 08/01/2023 PLANNING DEPARTMEN I. .,C R. VICKARYOUS 102600 AM CDT CAUsers•ErIc•OneDrIvs • CAD-ID•20436 hs EdIns Indian Ms • chm•20436HS-gab.dwg 8/1/2023 Date:August 1st. 2023 Reg No 44125 MOOR & DRIVEWAY - — MA -ERIALS & SURFACE FINISH • COMPARED 10 PREVIOUS 411If ADOITIONALMIT. AS AREA OF CONCRETE DRIVEWAY.2,339 SF RETAINING WALL, RENOVATED-NEW WALL IN EXIST. LOCATION, TYP. ORIGINAL 'BUILDABLE- AREA OF LOT PER STANDARD CITY SETBACKS PERF DRAINTILE EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. §ipyL,tr. SETBACK (PER CITY) RETAINING WALL, RENOVATED • NEW WALL IN EXIST. LOCATION, TYP. GUARDRAIL AT WALL. TYP V PERF. ()MINGLE 4' HT. PRIVACY FENCE, TliP NEW PATIO AREAS AREA OF C ONCRETC —PATIO- 741F_ EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. *WIRE ¨ • • • 04 DAYLIGHT DRAINTILE ENSURE STORMWATER SURFACE FLOWS TO ROCK TRENCH RETAINING WALL, RENOVATED - NEW WALL IN EXIST. LOCATION, TYP. REMOVE EXISTING TREE AND BALL ROOT, TYP. PATIO SPACE - MATERIALS & SURFACE FINISH T.B.D. APPROX 1,2E1 Se ADORIONAL MIT AS COMPARED TO PREWHIS PATIQ SPACE - MATERIALS & SURFACE FINISH T.B.D. APPROX,111 SF AMMON. PNMT AS COMPARED TO PREVKKIS STEPS& LANDINGS. TYP. 176 1-88 NE IN PATIO AREAS 240 --10.0—.1 6' HT. PRIVACY FENCE, TYP -.**1 M I BUILDING AVERHANG (SW IMP) Gu, 6'X6'X83' ROCK INFILTRATION TRENCH .,. 2,988 CF O 17.9 DEPRESSION E ROCK TRENCH. SURE COLLECTION OF URFACE FLOWS 28,7 CANTILEVERED BUILDING STRUCTURE'. EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. • • - — ISUAgORAIL AT TOP OF WALL, TYP RETAINING WALL, RENOVATED - NEW WALL IN EXIST. LOCATION. TYP. 2 4' HT. CE WI (2)11' SWING GATES SITE PLAN LEGEND: BUILDING COVERAGE PATIOS/DRIVEWAY RETAINING WALL ADDITIONAL OVERHANG PROPERTY LINE -DRIVEWAY • MATERIALS & SURFACE FINIS ,T.B.D. =LSF ADDITIONAL AME AS TO PREVIOUS CITY OF EDINA JUN 1 4 2024 PLANNING DEPARTMENT 1" = 10,0* 6.-OR® AREA OF BITUMINOUS DRIVEWAY.884 SF 4' HT. FENCE W/ GATE, TYP 6716 ARROWHEAD PASS, EDINA. MN 55439 6116 ARROWHEAD PASS SITE PLAN TREE REMOVALS /PROTECTION 14•01114sir. .16.4.1Arrove 00.vat,,UN 10.11.0016 EX 2 24144 0511/2024 11•Nst.i. , CivilSjte 10,421 SF 24,682 SF 42% SITE IMPERVIOUS AREA= LOT AREA= PERCENT COVERAGE= DAYLIGHT DRAINTILE ENSURE STORMWATER SURFACE FLOWS TO ROCK TRENCH • 11,051:010 •••0431400.41”. I CivilS4te 6716 ARROWHEAD PASS, EDINA. MN 55430 6716 ARROWHEAD PASS STORMWATER CALCULATIONS PR1 PR IMPV = 4,728 SF PR PERV = 3,749 SF TOTAL = 8,477 SF CITY OF EDINA JUN 1 4 2024 PLANNING DEPARTMENT LIN INI-IN INI IHIFINI MI-MI-M-IM WM M-NI-IN MI-M NI PR2 PR IMPV = 5,947 SF PR PERV = 10,257 SF TOTAL = 16,204 SF NM MI NI-1111-N1 MN -NNE- CANTILEVERED BUILDING STRUCTURE 11..1941.1.9r. 9.294111..44 24194 1.41101 06'112024 PERF DRAINTILE 111141141.404.4.1111 -1111-1111-11111NAINAN IN -11114ansi.avam iimommimemtT --- pi -0- DT ----- DT DT ---- DT IN _-r• -I DTA DT PERF. DRAINTILE DI --- DT DT DT DT 1111 1.1 BUILDING OVERHANG (SW IMP) SITE IMPERVIOUS CALCULATIONS: BUILDING COVERAGE= 3,714 SF PATIO/DRIVEWAY= 5,765 SF RETAINING WALL= 942 SF SITE TOTAL= 10,421 SF STORMWATER AREA CALCULATIONS: BUILDING COVERAGE= 3,714 SF PATIO/DRIVEWAY= 5,765 SF RETAINING WALL= 942 SF ADDITIONAL OVERHANG 309 SF TOTAL= 10,730 SF PREVIOUSLY SUBMITTED EXISTING AREA CALCULATIONS (BY CIVIL METHODS, INC. DATED 07-29-2021): AREA CALCULATIONS: - TOTAL PROPERTY AREA = 24,6141±SQ.FT. - EXISTING ROUSE, SIDEWALK, STOOP, POOL, CONCRETE SHED, DECK AND DITUNIINOUS DRIVEWAY - 5,363.± (PRIOR TO 2021 NEW HOME CONSTRUCTION) VOLUME CONTROL INCREASE IN IMP. AREA=10,730SF-5,363SF=5,367SF VOLUME REQUIRED= 1.1INX5,367SF= 492 CF VOLUME PROPOSED=6LFX6LFX83LF=2988 CF SITE PLAN LEGEND: BUILDING COVERAGE PATIOS/DRIVEWAY RETAINING WALL ADDITIONAL OVERHANG PROPERTY LINE Vol sivo-mi-s on-ms 10-1111-11111111 NI IN IN NI - - ti 6%69(83' ROCK INFILTRATION TRENCH = 2,988 CF GRADE DEPRESSION ABOVE ROCK TRENCH. ENSURE COLLECTION OF SURFACE FLOWS EX 1 te PLANT SCHEDULE ICOM.11•091.r. *NW 1101• 10041 Am 114.0. 1.01.1•14•31 rItE•OLV .11••••••1••••••4•••••••••••14, r"— SOD, TYP •011141. V HT. PRIVACY FENCE. TYP (8) Emerald Green Arborvitae (767 of) Rock Mulch dillV"'''..11•••••11'al•:*".•••••••:•••••••• ACM, 1(792 of) Green Sheen Japanese Pachysandra MRS cur,. r rams (VONA br 1.41M oral %.011...1•4 • (3) Regent Serviceberry --- (597 sI) Rock Mu ch 1111.4/1A --- ••••••*•••••••••••........1•• 4 rico, 11 4-•sr.../..1.,...r1,•••...s.••••••••• T T.37.11 cum !urn( • GUARDRAIL AT WALL, TYP lulu AL (5) Magnus Purple Cone w, opo 11 1 rt,........./r•Arr gra.. Or, he lorranrt Sta., ,-014110k 140.•••••••••,..6•••••••••••.......• 41.14• etCOVI TtATT ...41 •,••..9 (I) Arctic Fire Dogwood REPAIR SOD IN THIS AREA AS NEEDED (1,663 sf) Synthetic Turf — PATIO SPACE - MATERIALS & SURFACE FINISH T.B.O. ..rd•rrrriaiii Tot Ur*, marrow 11L•Irrra (14) Catmint w—ra. A 11 sr••••••••.r.......,.......• 6' HT, PRIVACY FENCE, TYP OUTDOOR SPA EQUIP. ,10.1.11.40,[••••...,far....{WaievIr •14.•••• Arr rrmi ,••••.**...... ,01 t. ITT PATIO SPACE - MATERIALS & SURFACE FINISH T.B.D. ,finrin....0•••• 4.610••• OW , (5) Pow Wow Wrldberry Coneflower (3) Gold storm Coneflower — (5) Magnus Purple Coneflower (3) Heavy Metal Switch Grass — EXISTING FOUNDATION PLANTING TO BE ASSESSED AND RENOVATED AS NEEDED. CONTRACTOR TO DETERMINE PLANT MATERIAL, BEDS, MUCH, EDGING , AND ALL APPURTENANCES TO BE REMOVED , REPLACED, OR ENHANCED IN THIS AREA • 0-"-eil Xt. • k` 'T 0 : r (5) Arctic Fire Dogwood IC A (4) Little Quick Fite Hydrangea (7) Catmint (3) Dread Joe Pye Weed (3) Sombrero Salsa Red Coneflower 6 INFILTRAT BUILDING OVERHANG (SW IMP) A (18 Feather Reed Grass -i -- (44) Elijah Blue Fescue MOTOR COURT & DRIVEWAY - i MATERIALS 6 SURFACE FINISH — T B D. (3) Sombrero Salsa Red Coneflower /I (5) Golds/urm Coneflower A AREA OF CONCRETE DRIVEWAY=2,339 SF (3) Regent Serviceberry (5) Pow Wow WIdberry Coneflower (8) Arctic Fire Dogwood — (3) Porn Pon; Scolch Pins -- (155 sf) Rock Mulch - (17) Early Cola-master GUARDRAIL AT TOP OF WALL, TYP. (30) Feather Reed Grass - 6' HT. PRIVACY FENCE W/ GATE, TYP (3) Heavy Metal Switch Grass (5) Pow Wow Willeny Cone flower (11) Feather Reed Grass AIWA OF BITUMINOUS DRIVEWA 484 SF 6' HT P IVACY FENCE W/ WING GATES (20) Blue Heaven LilUe Bluestem EMERALD GREEN ARBORVITEA SCOTCH PINE POM POM REPAIR SOD IN THIS AREA AS NEEDED • s- (3) Calmirt (5) Pan Pom Scolds Pine (60) N Gold Japanese Forest Grass (3) Feather Reed Grass (22) Catmint '-(3) Regent So -vicoberry (3) Sombrero Salsa Red Coneflower (3) Heavy Metal Swdlch Grass (5) Catmint CITY OF EDINA r JUN 14 1024 „/— SOD, TYP 5,,0* 0 (21) Annabelle Hydrangea ' (33) Emerald Green Arborvitae (28) Muskingharn Gray Dogwood PANNING DEPARTMENT a*. GRACE SMOKEBUSH (1) Grace Smoke Tree (28) Elijah Blue Fescue IN .tN MAGNUS PURPLE CONEFLOWER DWARF JOE PYE WEED LITTLE TITCH CATMINT REGENT SERVICEBERRY MUSKINGHAN DOGWOOD ARCTIC FIRE DOGWOOD LITTLE QUICK FIRE HYDRANGEA ANNABELLE HYDRANGEA BLUE HEAVEN LITTLE BLUESTEM ELIJAH BLUE FESCUE ALL GOLD JAPANESE FOREST GRASS GREEN SHEEN JAPANESE SPURGE SOMBRERO SALSA RED GOLDSTURM CONEFLOWER CONEFLOWER TOM THUMB COTONEASTER POW WOW CONEFLOWER HEAVY METAL SWITCH GRASS KARL FOERSTER REED GRASS PRIVATE RESIDENCE AT ARROWHEAD PASS 6716 ARROWHEAD PASS LANDSCAPE PLAN cC11•••• OA. Vs, brtl 0 411.0 wee 4411.1Eraaresa 11Erike, "nod 11.0 24194 Civil Ce EX 1 06/10/24 Arr•ic• Dr. RESOLUTION NO. B-21-09 RESOLUTION APPROVING A VARIANCE TO Edina City Code Chapter 36 Article VII Districts and District Regulations at 6716 Arrowhead Pass. BE IT RESOLVED by the Planning Commission of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 Peter Wilson, Allied Partners, requested an 81.4-foot variance to the required 98.7-foot front yard setback requirement for a new home at 6716 Arrowhead Pass. 1.02 The property is legally described as follows: BLOCK 001, REPLAT OF LOT 3 MCCAULEY HEIGHTS FIRST ADDITION, HENNEPIN COUNTY, MINNESOTA. 1.03 City Code Chapter 36 requires a 98.7-foot front yard setback. 1.04 The 81.4-foot variance allows the new home to have a 17.3-foot front yard setback off of Arrowhead Pass. 1.05 Minnesota Statutes, Section 462.354, Subdivision 12, and City Code Section 850.04 authorizes the Board of Adjustment and Appeals to grant variances. 1.06 On August 25, 2021, the Edina Planning Commission, acting as the Board of Adjustments and Appeals, held a public hearing on this application. The applicant was provided the opportunity to present information. The Board considered all of the hearing testimony and the staff report, which are incorporated by reference into this resolution Section 2. STANDARDS. 2.01 Section 850.04.Subd.1.F. states that the Board shall not grant a petition for a variance unless it finds that the variance would be in harmony with the general purposes and intent of this Section; that the variance would be consistent with the comprehensive plan; and that there are practical difficulties in complying with this Section. “Practical Difficulties” means that (i) the property owner proposes to use the property in a reasonable manner not permitted by this section; (ii) the plight of the petitioner is due to circumstances unique to the petitioner’s property and the unique circumstance were not created by the petitioner; and (iii) the variance, if granted, will not alter the essential character of the property or its surroundings. Economic considerations alone shall not constitute an undue hardship if reasonable use for the petitioner’s property exists under the terms of this Section. Section 3. FINDINGS. 3.01 The proposal meets the variance criteria. The practical difficulty is caused by the placement of the two existing homes on Arrowhead pass and the existing non-conforming setback of the existing home. The unique shaped lot and required setbacks greatly affect the buildable area. 3.02 The circumstances are unique to the subject property and are not self - created. The unique shape of the lot and the limitations of the required setbacks are not similar to every similarly zone property. 3.03 Granting the variance will not alter the character of the neighborhood. Section 4. BOARD OF ADJUSTMENT AND APPEALS ACTION. 4.01 The Edina Planning Commission acting as the Board of Adjustment and Appeals approves the above-described variance, subject to the above findings. Approval is subject to the following conditions: Plans date stamped July 20, 2021, and dated July 21, 2021. Comments and conditions listed in the August 4, 2021, Engineering Memo. This variance will expire one year from the date of this approval, August 25, 2022, unless the City has issued a building permit for the project covered by this variance or approved a time extension. Adopted by the Planning Commission acting as Zoning Board of Appeals of the City of Edina, Minnesota, on August 25, 2021. Kate Agnew Kate Agnew, Planning Commission Vice Chair ATTEST: __________________________________________________ Liz Olson, Planning Division ACTION ON THIS RESOLUTION: Motion for adoption: Strauss Seconded by: Agnew Voted in favor of: Miranda, Berube, Strauss, Olsen, Agnew, Nemerov Voted against: None Abstained: None Absent: Bennett Resolution adopted. August 25, 2021 I hereby certify that the foregoing is a true and correct copy of a resolution adopted by the Board of Adjustment and Appeals of the City of Edina, Minnesota, at a duly authorized meeting held on August 25, 2021. ________________________________ Liz Olson, Planning Department BUIILDING SETBACK DETAIL: 0. HATCHED AREA - 647 SQ.FT. WHICH EQUALS BUILDABLE AREA. BUILDING OUTSIDE OF HATCHED AREA REQUIRES A VARIANCE FOR BUILDING SETBACKS. 121.1.1/511•01 NORTH *NOTE: EXISTING HOME FFE = 899.5, NEW HOUSE FFE TO BE NO GREATER THAN 1 FOOT FROM EXISTING FEE.* *Minimum allowable low floor = 881.9. Minimum lowest opening allowed = 879.0, per city engineering department.* PROPOSED ELEVATIONS GARAGE FLOOR = 897.5 (DOWN 2.14 from top foundation) TOP OF BLOCK = 899.64 PROPOSED FFE = 900.0 PROPOSED LOW FLOOR (10.5' WALLS) = 889.44 PROPOSED FFE = 900.14 (UP 6 FROM TOP FOUNDATION) PROPOSED LOW FLOOR (12 WALLS, flex room) = 887.94 00 00'Z .4 41821 I ti 460. '141. ,61 At, 44- 00 , • 19 '.*48• a, tri AREA CALCULATIONS: - TOTAL PROPERTY AREA = 24,681± SQ.FT. - EXISTING HOUSE, SIDEWALK, STOOP, POOL, CONCRETE, SHED, DECK AND BITUMINOUS DRIVEWAY = 5,363± SQ.FT. - PROPOSED HOUSE = 3,554± SQ.FT - PROPOSED DRIVEWAY = 2,641± SQ.FT. 6,195/24,681 = 25.1% NOTES - CITY TO VERIFY ALL BUILDINGS ELEVATIONS AND SETBACKS. - CONTRACTOR TO VERIFY HOUSE DIMENSIONS. AND SEWER AND BASEMENT DEPTHS. - FINISHED GRADE 10 FEET FROM PROPOSED BUILDING SHALL BE 0.5 FEET LOWER THAN THE FINISHED GRADE AT THE BUILDING. - FINISHED GRADE ELEVATIONS ARE TO FINISHED SURFACE WITH TURF ESTABLISHMENT. - DRIVEWAYS ARE SHOWN FOR GRAPHIC PURPOSES ONLY. FINAL DRIVEWAY DESIGN AND LOCATION TO BE DETERMINED BY CONTRACTOR - HOUSE PLACEMENT & ELEVATIONS SET BY OWNER. - NO GRADING PLAN EXISTS FOR THIS PROPERTY. BUILDER RESPONSIBILITY TO RESEARCH GROUND WATER AND SOILS OF SITE. SOIL BORINGS MAY BE WARRANTED HOWEVER IS BUILDERS RESPONSIBIUTY. se • of-e olie2A1 SPIKE 0 -\--- \ SV0 \ \ (t'; \ , \ \ .,, - \ \ \ \*" \ , \ \ ' \ ty= 9 ;11r \ ''' ''..,, ‘ \ \ \ \ \ \ \ 61T44i • \\\ \ \ \ \ 4 \ : \ \ , \ \ \ ' IS, \ -.‘5;. eJ \ \ \ \ \ \ \ 'Y h1=91.07 \ \ \ breg.F. \ e_,\ \ o.,,„! i \ ,s\ \ . \ \ 'I \ , \ 040 \\ \\ 'I' ' \ ttr2ii tk ! I \ \ 1 \ •& 1 \ \\ I \ 9- 1 ‘ \ "-irk \ ! I ‘ A ',. t7111:Z.0 \ Ai .. \V4158 FV \ • \ \ • \ 840 9 13, • I . Tom., \ .. ‘ 842 — if?4.1 \ 4 .. . 7 - ---\ 0 P.) 9Z '.1,/rIRON 6 ie •• , N S3.3°44 •4-18'5:;w76VIONV:17.141*-;6°I-D, 8 • 03 .111 , 8 OH PIP \N\4 1397.:2p. 'oh \ PROPOSED Hot.fsg ea°• O.. 48'9" VI • 0000des -0, I e 0 1, -IP•V‘ 11 k' 4" ,,P, • 256.27 MEAS. (256.74LAT) Wzr, PIPE 0\Users \ erIcJ\13neDrIve\CAD-10 \ 20436 hs Edina Indian Hills \ deg \ 20436HS.dse 7/15/2021 1131343 PM CDT / / tACRE LAND SURVEYING 763-458-2997 acrelandsurveYagmail. o Servhp Ten Cake Metro area and beyond F I, , P 0 I. 10 15 I, 0 0 0, VI 0, ot H 0, O. • I. III TI _L 1 ON PIPE 1°09'50"W 89.:(0.0 \ \ 126.79 (cornpatagS \ 127.32-plat \ to 1 \ ,,, 1 Al3ROVVHEAp PASS t t 1 t i I N45.51F5VE S 45°56'54"W JOB #20436 op5t POST "1.-902- • 49.0- CITY OF EDINA LEGEND • DENOTES IRON MONUMENT FOUND rci, DENOTES UEUTY POLE U DENOTES UTILITY BOX 0 DENOTES SANITARY SEWER MANHOLE ID DENOTES CATCH BASIN • DENOTES EXISTING CONTOUR • DENOTES OVERHEAD WIRE —v— DENOTES EXISTING FENCE 01011.2 DENOTES EXISTING ELEVATION. fa?* DENOTES PROPOSED ELEVATION. — DENOTES BUILDING SETBACK UNE 4 • DENOTES TREE TO BE REMOVED DENOTES EXISTING TREE JUL 2 0 2021— ------- DEPARTMENT Existing House --- ZONING/SETBACK INFORMATION - Total Lan Area = 24,681± sq.ft. (0.57 acres) - PROPERTY ZONED R-1 - Requirements for building coverage...setback:I- and height. The minimum-reratarements for building coverage, setbacks and height In the Single Dwelling Unit District (R-I) are as follows: (1)Building coyerage.a.Lots 9,000 square feet or greater In area. Building coverage shall be not more than 25 percent for all buildings and structures. On lots with an existing conditional use, If the combined total area occupied by oil accessory buildings and structures, excluding attached garages. Is 1.000 square feet or greater. a conditional use permit is required.b.Lots less than 9,000 square feet in area. Building coverage shall be not more than 30 percent for all buildings and structures; provided, however, that the area occupied by all buildings and structures shall not exceed 2,250 square feet.c.Comblned total area.The combined total area occupied by all accessory buildings and structures, excluding attached garages, shall not exceed 1,000 square feet for lots used for single dwelling unit bulldIngs.d.Building coverage shall Include all principal or accessory buildings, Including, but not limited to: 1. Decks and patios. The first 150 square feet of on unenclosed deck or °alio shall not be Included when computing building. coverage 2. Gazebos 3. Balconies. 4. Breezeways. 5. Porches. 6. Accessory recreational facilities constructed above grade, such as paddle tennis courts. The following Improvements shall be excluded when computing building coverage:1.Driveways and sidewalks, but not patios, subject to subsection (1)d.1 of this section.2.Porking lots and parking ramps.3.Accessory recreational facilities not enclosed by solid walls and not covered by a roof, including outdoor swimming pools, tennis courts and shuffleboard courts.4.Unenclosed steps and stoops less than 50 square feet.5.0verhanging eaves and roof projections not supported by posts or pillars. Sec. 36-439. - Special requirements. In addition to the general requirements described In article XII, division 2 of this chapter, the following special requirements shall apply in the Single Dwelling Unit District (R-1): (1)Speciol setback requirements for single dwelling unit lots. a.Estabilshed front street setback. Phien more than 25 percent of the lots on one side of a street between street intersections on one side of a street that ends in a cul-de-sac. or on one side of a dead-end street. are occualed by dwellina units. the_fronL_street setback for any lot shall be determined as follows; 1. If there is an existing dwelling unit on an abutting lot on only one side of the lot that has a front street setback on the same street, the. front street setback reauirement shall be the same as the front street setback of the dwelling unit on the abutting lot on the same street or the front street setback shall be the average front street setback of all other dwelling units on the same side of that street, between intersections.2.1f there are existing dwelling units on abutting lots on both sides of the lot that both have a front street setback on the same street, the front street setback shall be the average of the front street setbacks of the dwelling units on the two abutting lots on the same street; or the front street setback shall be the average front street setback of all other dwelling units on the same side of that street, between Intersections.b.Side street setback. The required side street setback shall be increased to that required for a front street setback where there is an adjoining Interior lot facing on the same street. The required side street setback for a garage shall be increased to 20 feet If the garage opening faces the side street.c.Rear yard setback, Interior lots. If the rear lot line is less than 30 feet In length, or If the lot forms a point at the rear and there Is no rear lot line, then, for setback purposes, the rear lot line shall be deemed to be a straight line segment within the lot not less than 30 feet In length, perpendicular to a line drawn from the midpoint of the front lot line to the junction of the interior lot lines, and at the maximum distance from the front lot line.d.Rear yard setback, corner lots required to maintain two front street setbacks. The owner of a corner lot required to maintain two front street setbacks may designate any Interior lot line measuring 30 feet or more in length as the rear lot line for setback purposes. In the alternative, the owner of a corner lot required to maintain two front street setbacks may deem the rear lot line to be a straight Ilne segment within the lot not less than 30 feet In length, perpendicular to a line drown from the junction of the street frontages to the junction of the interior lot lines, the line segment being the maximum distance from the junction of the street frontages.e.Through lots. For a through lot, the required setback for all buildings and structures from the street upon which the single dwelling unit building does not front shall be not less than 25 feet. CERTIFICATE OF SPIVEY PROPERTY ADDRESS: #6716 Prowhead Pass, Edina, MN -for- Allied Partners /S. NOTES - Bearing's shown are on assumed datum. - Field survey conducted on 11/26/20 & 12/10/20 & 02/08/21. - This survey was prepared without the benefit of titlework. Easement, appurtenances and encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon receipt of a title insurance commitment or attorneys title opinion. Existing House LEGAL DESCRIPTION Lot 1 and that port of Lot 2. all in Block 1, REPLAT OF LOT 3. MCCAULEY HEIGHTS FIRST ADDITION, Hennepin County, Minnesota, described as beginning at the southwest corner thereof; thence southeasterly along the southwesterly line of said Lot 2 distant 73.28 feet to the southerly corner thereof; thence northeasterly along a non-tangential curve with a radius of 50.00 feet and a arc length of 12.00 feet; thence northwesterly to a point on the northwesterly line of said Lot 2 distant 16.00 feet northeasterly from the point of beginning. I hereby certify that this plan, survey or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. ERIC R. VICKARYOUS Date:July 15th. 2021 Reg No. 44125 NORTH BENCHMARK TOP NUT FIRE HYDRANT AT NE QUADRANT OF MCCAULEY TRAIL SO. & INDIAN HILLS ROAD. ELEVATION = 880.03 (PER CITY OF EDINA BENCMARK WEBSITE) GRAPHIC SCALE 20 10 20 50 ( IN FEET ) 1 inch = 20 IL GENERAL EXTERIOR NOTES: 1. ALL EXT. TRIM TO BE FLASHED PER CODE. 2. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 3. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. 4. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 5. GRADE CONDITIONS MAY VARY ON SITE. 6. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODE REGULATIONS. 7. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 8. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUF. SPECIFICATIONS AND IRC CODE REGULATIONS. 9. DOTTED AREA ON ROOF PLAN INDICATES LOCATION OF ICE/WATER BARRIER. 10. HOLD STONE OFF GRADE MINIMUM OF 3". 11. REFER TO MANUF. SPECIFICATIONS FOR STONE. 12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITE WOOD AND SIZED TO COVER THE EDGE OF STONE. 14.ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. NOTE: ALL SOFFITS TO BE NATURAL WOOD MI I NOTE: ALL SOFFITS TO BE NATURAL WOOD EXTERIOR MATERIAL KEY CRT ALUMNUM PANELS .MATERIAL: ALUMINUM. VERIFY W/ SPEC • PANEL HEIGHT .2. UNLESS OTHERWISE SPECIFIED • 4' HORIZONTAL SIDING -MATERIAL: CHARRED WOOD VERIFY W/ SPEC. 1. HORIZONTAL PANELS MATERIAL. ALUMINUM, VERIFY W/ SPEC. STUCCO -MATERIAL: CEMENT COMPOSITE, VERIFY WISPEC. .... CITY OF EDINA JUL 2 0 2021 PLANNING DEPARTMENT 0 2' O FRONT/EAST ELEVATION SCALE: IA' = SCALE: 1/4" = 1.-0" REVISION: REV. DATE: DRAWING TITLE: ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF =FIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECULOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT"THE WRITTEN IG CONSENT OF LITTFIN DES GN IS PROHIBITED. © COPYRIGHT 2021 , gr tA LITTFI INT DE SIGN LITTFINDESIGN.COM MLITTFIN@HOTMAIL.COM 320-224-7844 WINSTED, MN CURRENT DATE: PAGE A1 PAGE DESCRIPTION: FRONT ELEVATION SCALED PRINT @ 24X36 ISSUE FOR BID, NOT FOR CONSTRUCTION 2-9-2 67 6 A KRO\\ ' D PASS BM SET 6-29-21 MULTIPLE CHANGES PER OWNER'S REQUEST 6-2 21 LOCATION: 6716 ARROWHEAD PASS, ENNA MN SCALE: 1/4" = 1'-0" ED SOUTH/RIGHT ELEVATION SCALE I/4'= 1L0 GENERAL EXTERIOR NOTES: 1. ALL EXT. TRIM TO BE FLASHED PER CODE. 2. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 3. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. 4. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 5. GRADE CONDITIONS MAY VARY ON SITE. 6. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODE REGULATIONS. 7. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 8. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUF. SPECIFICATIONS AND IRC CODE REGULATIONS. 9. DOTTED AREA ON ROOF PLAN INDICATES LOCATION OF ICE/WATER BARRIER. 10. HOLD STONE OFF GRADE MINIMUM OF 3". 11. REFER TO MANUF. SPECIFICATIONS FOR STONE. 12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITE WOOD AND SIZED TO COVER THE EDGE OF STONE. 14.ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. NOTE: ALL SOFFITS TO BE NATURAL WOOD FIVE (5)4. x 4. METAL POST SPACED EO ALLY • AS SHOWN CITY OF EDINA ALL SOFFITS TO BE NATURAL WOOD JUL 2 0 2021 EXTERIOR MATERIAL KEY 4W ALUMINUM PANELS -MATERIAL: ALUMINUM. VERIFY W/ SPEC • PANEL HEIGHT. 2' UNLESS OTHERWISE SPECIFIED • 4. HORIZONTAL SIDING -MATERIAL: CHARRED WOOD VERIFY WI SPEC. 2. HORIZONTAL PANELS -MATERIAL: ALUMINUM, VERIFY WI SPEC. ) STUCCO T'L• -1-) •t: -MATERIAL: GEM Eta COMPOSITE, VERIFY NW SPEC. PLANNING DEPARTMENT 0 8' PAGE RIGHT SIDE ELEVATION PAGE DESCRIPTION: SCALED PRINT @ 24X36 REVISION: REV. DATE: DRAWING TITLE: ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRI DES IGN TTEN CONSE PROHIBITED. NT OF LI11EIN IS @ COPYRIGHT 2021 ,, - Yr , . LITTFIN I DESIGN LITTFINDESIGN.COM MLITTFIN@HOTMAIL.COM 320-224-7844 WINSTED, MN CURRENT DATE: ISSUE FOR IBM, NOT FOR CONSTRUCTION 2-941 676 ,ARRO\N" D PASS 3110 SET 6-29-21 MULTIPLE CHANGES PER OWNER'S REQUEST 649-21 LOCATION: 67116 ARROWHEAD PASS, EDINA MN GENERAL EXTERIOR NOTES: 1. ALL EXT. TRIM TO BE FLASHED PER CODE. 2. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 3. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. 4. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 5. GRADE CONDITIONS MAY VARY ON SITE. 6. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODE REGULATIONS. 7. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 8. ALL PENETRATIONS THROUG EXTERIOR WALLS OR ROOFING THROUGH EXTERIOR BE SEALED AND FLASHE PER MANUF. SPECIFICATIONS AND IRC CODE REGULATIONS. 9. DOTTED AREA ON ROOF PLAN INDICATES LOCATION OF ICE/WATER BARRIER. 10. HOLD STONE OFF GRADE MINIMUM OF 311. 11. REFER TO MANUF. SPECIFICATIONS FOR STONE. 12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITE WOOD AND SIZED TO COVER THE EDGE OF STONE. 14.ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. 121/XIE I Nan ItY NOTE: TO BE NATURAL WOOD CITY OF EDINA JUL 2 0 2021 PLANNING DEPARTMENT 2' 4' a' EXTERIOR MATERIAL KEY EICT ALUMINUM PANELS SIATERIAL• ALUMINUM, VERIFY W/ SPEC • PANEL HEIGHT .2' UNLESS OTHERWISE SPECAFIED • 4' HORIZONTAL SIDING -MATERIAL: CHARRED WOOD VERIFY WI SPEC. r HORIZONTAL PANELS -MATERIAL: ALUMINUM, VERIFY W/ SPEC STUCCO •••.' 7S'A ' 1' liO MATERIAL: CEMENT COMPOSITE, ,- T - VERIFY WI SPEC. ' F.). ..k NOTE: ALL SOFFITS TO BE NATURAL WOOD SCALE: 1/4" = 1=0" -0" 0 NORTH/LEFT ELEVATION SCALE: 1/4" = 1'-0" REVISION: REV. DATE: DRAWING TITLE: ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LII I PIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT MITER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRI fl EN CONSENT OF LH I PIN DESIGN IS PROHIBITED. © COPYRIGHT 2021 1 ' 1 g A., , Ih‘ \ A4 L. __, .iiiii7W111, LITTFIN I DESIGN LITTFINDESIGN.COM MLITTFIN@HOTMAIL.COM 320-224-7844 WINSTED, MN CURRENT DATE: PAGE 'L A3 D PAGE DESCRIPTION: ISSUE FOR BID, NOT FOR CONSTRUCTION 2-941 LEFT SIDE ELEVATION SCALED PRINT @ 24X36 676 A D D OW A PASS 31113 SET 6-29-21 MULTIPLE CHANGES PER OWNER'S REQUEST 6-29-2x LOCATION: 6716 ARROWHEAD PASS, EDINA MN 9. DOTTED AREA ON ROOF PLAN INDICATES LOCATION OF ICE/WATER BARRIER. 10. HOLD STONE OFF GRADE MINIMUM OF 3". 11. REFER TO MANUF. SPECIFICATIONS FOR STONE. 12. GARAGE BUCK BOARD MATERIAL IS TO BE COMPOSITE WOOD AND SIZED TO COVER THE EDGE OF STONE. 14.ALL BEAMS HOLDING UP PORCH ROOFS ARE TO BE DROPPED UNLESS OTHERWISE NOTED. EXTERIOR MATERIAL KEY 472. ALUMINUM PANELS .MATERIAL: ALUMINUM. VERIFY WI SPEC • PANEL HEIGHT .2' UNLESS OTHERWISE SPECIFIED • 4' HORIZONTAL SIDING -MATERIAL: CHARRED WOOD VERIFY WI SPEC. 2. HORIZONTAL PANELS MATERIAL: ALUMINUM, VERIFY WI SPEC. STUCCO . . rti', ,.1. .MATERIAL: CEMENT COMPOSITE, VERIFY WI SPEC. CITY OF EDINA JUL 2 0 2021 NOTE: ALL SOFFITS TO BE NATURAL WOOD PLANNING DEPARTMENT 2' SCALE: 1/4' = 1,0" ® REAR/WEST ELEVATION SCALE: 1/4" = 1.-0" NOTE: TO BE NATURAL WOOD GENERAL EXTERIOR NOTES: 1. ALL EXT. TRIM TO BE FLASHED PER CODE. 2. SUPPLY DRIPCAPS ON ALL WINDOWS AND DOORS. 3. SUPPLY SEPARATION BETWEEN WOOD, COMPOSITE WOOD AND ANY OTHER WOOD MATERIAL PER SPECIFICATIONS. 4. SUPPLY AT LEAST 6" OF SPACE BETWEEN BOTTOMS OF WINDOWS AND ROOFS. 5. GRADE CONDITIONS MAY VARY ON SITE. 6. PROVIDE ROOF AND SOFFIT VENTS PER IRC CODE REGULATIONS. 7. ALL FURNACE FLUES, PLUMBING VENTS, FIREPLACE VENTS AND OTHER PENETRATIONS THROUGH ROOF OR WALLS TO EXTEND THROUGH REAR OF HOME WHENEVER POSSIBLE. 8. ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFING MUST BE SEALED AND FLASHED PER MANUF. SPECIFICATIONS AND IRC CODE REGULATIONS. REVISION: REV, DATE: DRAWING TITLE: ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. ONAN, USE 0 OF R p T I M E SE c P T LA /Lo N T S OTHER THAN NOTED ON TIES TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. © COPYRIGHT 2021 , f -- LITTFIN I DESIGN LITTFINDESIGN.COM MLITTFIN@HOTMAILCOM 320-224-7844 WINSTED, MN CURRENT DATE: PAGE ILA 4 D PAGE DESCRIPTION: ISSUE FOR BID, NOT FOR CONSTRUCTION 2-941 REAR ELEVATION SCALED PRINT @ 24X36 67 6 ARROW A D PASS 3 3 SET 6 29-21 MULTIPLE CHANGES PER OWNER'S RE0WIEST 6-29-21 LOCATION: 6716 ARROWHEAD PASS, EDINA MN IT. CEILING 6'-5 1/4' 5 5 1/4' 6065FIXED TY 10,9' GOGE NIL NG 4,10' LOGE rAlUPG T-5' 1'.10 POWDER En TILE o F.O C CHASE A901--..., MECHANICAL CONCRETE NOTE: INSTALL DRAFT STOPPING WITHIN FLOOR SYSTEM PER IRC CODE SECTION 30E12. MIN. GYPSUM BOARD (OR) STRUCTURAL BOARD ADEOUATELY SUPPORTED BY 204 MW. MATERIAL, PARALLEL WITH FLOOR FRAMING, SEPARATING AREAS WITH MAXIMUM SPACE OF 10110 saFT.-SEPARATE INTO EQUAL SPACES. NOTE: SUPPLY CONTINUOUS HANDRAIL PER CODE AT ALL STAIR LOCATIONS. CODE HANDRAIL IS TO CONTINUE TO LANDING& TOP 6 BOTTOM OF STAIRS. CONTRACTOR 6 INSTALLER TO VERIFY IF ADDITIONAL GRIPABLE HANDRAIL IS INSTALLED OR IF DECORATIVE HANDRAIL TO CONTINUE. NOTE ALL STAIRWAYS (INTERIOR AND EXTERIOR) ARE TO BE ILLUMINATED AT EACH LANDING PER CODE WINE CELLAR CONCRETE 2'-1012' 4,6 UT g 110V. INTERCONNECTED SMOKE DETECTOR 00 110W, INTERCONNECTED SMOKE DETE-CTOW CARBON MONOXIDE DETECTOR COMBO ID EXHAUST FAN 12 KVITT CITY OF EDINA JUL 2 0 2021 PLANNING DEPARTMENT WET BAR 'IL 5'-5 5Jc BASEMENT EN-SUITE TILE BASEMENT BEDROOM STAINED CONCRETE 115102 / —FRAME OUT 2X4 WALL @ FULL FOUNDATION WALL, HOLD OFF WALL 1" & SHEETROCK FINISHED SIDE PER DETALS, ENTERTAINMENT AREA STAINED CONCRETE 2T27.25'6' 15,6 1/2 0 GENERAL FOUNDATION NOTES: 1. FOUNDATIONS TO BE POURED PER SITE SOIL CONDITION. 2. ALL REINFORCING IS TO BE INSTALLED PER IRC REGULATED STRUCTURAL DESIGN BY CONCRETE TRADES. 3. PROVIDE ANCHOR BOLTS EMBEDDED 8" MIN., SPACED PER CODE AND 12" MAX FROM EACH END OF SILLPLATE, MIN 2 PER SILL. 4. PROVIDE CONTROL JOINTS PER PLAN, JOIST TO CONSIST OF HIDDEN ZIP STRIP EMBEDDED INTO THE SLABS. 5. ALL ANGLED WALLS ARE TO BE 45 DEGREES UNLESS NOTED OTHERWISE. 6. SLOPE CONCRETE TO FLOOR DRAINS WITHIN 5' OF DRAINS. 7. ALL WOOD MATERIAL CONTACTING DIRECTLY TO CONCRETE MUST BE TREATED OR DESIGNED TO CONTACT CONCRETE. 8. STEP FOOTINGS PER PLAN SPECIFICATIONS. 9. PROVIDE DRAINTILE AROUND PERIMETER AS SHOWN. LATERAL SOIL PRESSURE ASSUMED TO BE 45 PSF/FT. -WINDOW & DOOR SIZE NOTES (EXAMPLES): -SH3050 =SINGLE HUNG 3'0" BY 5'0" -FX2646 = FIXED 2'6" BY 4'6" -CASE3050 = CASEMENT 3'0" BY 5'0" -2868 @ DOOR =2'8" WIDE BY 6'8" TALL -2880 @ DOOR =2'8" WIDE BY 8'0" TALL 20,8' , 2,5 1/2- 4 FRAME OUT 2X4 WALL IP FULL FOUNDATION WALL, HOLD OFF WALL 1. 6 SHEETROCK FINISHED SIDE PER DETAILS. 22,3 Ur FLEX ROOM #1 CARPET 2214235" 6,3 1/2' COGE PAI.ING HALLWAY STAINED 8 CONCRETE GOOE PANNG SRAM TR DR TORI OPiP 11,4' 1 3'-101/4' 3' LOGE PAN. 11,4' 22,8' 5i)r 6'-3112' uj POST 16,0' FRAME OUT 2X4 WALL F1AL FOUNDATION WALL, HOLD OFF WALL 1• 8 SHEETROCK FINISHED SIDE PER DETAILS Iv FLEX ROOM #2 CARPET 152-X167' Xl roe VP V' I TO LT-Hi CL 6061 FIXED / 2561 CASE MULLED 4116 CA cr. STEP FULL HEIGHT FOUNDATION WALL DOWN TO WALKOUT HEIGHT. TEVP VERFY LOCAT ON VI FIELD. 4 2561 CASE / 41141 FIXED MULLED STEP FULL HEIGHT FOUNDATION T-8" 4,13- WALL DOWN TO WALKOUT HEIGHT. VERIFY LOCATION IN FIELD. T-0" 3,1 3/4' 3N6 1/4' 1,6/ 61-8' 12,4' 14,0' 13,4' 0 21 4' 8' FINISHED BASEMENT PLAN SCALE: 1/4' = 2576 TOTAL SQUARE FEET SCALE: 1/4" = 1'-0" REVISION: REV, DATE: DRAWING TITLE: ALL PLANS & DESIGNS SHOWN , LITTFIN DESIGN LITTFINDESIGN.COM MLITTFIN@HOTMAIL.COM 320-224-7844 WINSTED, MN CURRENT DATE: PAGE LA6 D PAGE DESCRIPTION: ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS , ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. © COPYRIGHT 2021 FINISHED BASEMENT SCALED PRINT @ 24X36 ISSUE FOR BID, NOT FOR CONSTRUCTION 2-9-21 ID D OV ' 67-6 ARR \ EA D PASS 3 D SET 6-29-21 MULTIPLE CHANGES PER OWNER'S REQUEST 6-29-21 LOCATION: 67116 ARROWHEAD PASS, EDINA MiN a-0 . 1 16,8" 11,0 8-T 14,0 16,9, 19'9. A tSLIDI C DOOR 4-- Wim- 2561 CASE / 5 61 FT D MULLED f ► • • • J 1,10 ,4. 20,6' F4 GREAT ROOM IF KITCHEN 8 WOOD Z.2 g m 's WOOD 21'X28 6" I I, I_ 18%198- iE) e0 '..-- ,,, . - 121(21 El- XEC TRANSOM r S4 I- KUL, 'k V D.OVEN 2,0' 4' ....—/4. 4,0"' 1„ 4,10- 9,4' POsf PANTRY 3•CAR GARAGE CONCRETE S.? C''''- F? WOOD 32'6"825' - — — ...,,,,,, • - C fat.i. 11 AC CHASE BENCHAOCKERS DINING N I: WOOD 1*-X16' 0 . , CODE RAi.e40 ¨36. ,D4 0 i......1. , o c', CITY CITY OF EDINA !1' ¨ g ; § 9 s WOOD MIJDROOM k lr w0E aco. • _, - JUL 2 0 2021 s 'R TRA RE Dol. • R \ \ ' I - 1 ,til , , E ,,, ... 1. -9- PLANNING 4'-9 12- T-2 110 -..— CCOE 3' RALAC 4' DEPARTMENT P's CLOSET '.= _J 0).4E1=4 1000 .. —28D71-0.0,FTKE WOVE — — — \0 I • POST 41 2 6' 28).8' OVERHEAD GARAGE DOOR 6 112- 44' 3,6' 61 4,4 12- 31'-0 ¨ BOHM TREE CARDEN co 0 • La ¨ C GUEST/ .- ,. 1, OVERHANG ABOVE -,-.. 5 POOL BATH 0, .... -,-- , 9 37-0- 2'-0' TILE — - NOTE o'., \ 3 3 1/2" IB"e COVERED INSTALL DRAFT STOPPIM WITHIN FLOOR PER ® 1100, INTERCONNECTED SMOKE DETECTOR IRC CODE sECTIoN 302.12, MIN k DYPSulA BoARD (OR) 1100, INTERCONNECTED SMOKE DETECTOR, PORCH 00 r STRUCTURAL BOARD ADEOUATELY SUPPORTED CARBON MoNOXIDE DETECTOR COMBO MATERIAL, PARALLEL WITH FLOOR BY 2X4 PAIN ...-- • CONCRETE FRAMING, SEPARATING AREAS WITH MAXNUM SPACE ID EXHAUST FAN 0E1000 SOFT:SEPARATE INTO EQUAL SPACES i i ' ... ,` ! NOTE: NOTE: SUPPLY CONTINUOUS HANDFUL PER CODE AT ALL ALL STAIRWAYS (INTERIOR AND EXTERIOR) ARE TO sTA1R LOCATIONS, CODE HANDRAIL IS TO CONTINUE BE ILLUMINATED AT EACH LANDING PER CODE LIVING ROOM . To LANDINGS, TOP a BOTTOM OF STAIRS CONTRACTOR A INSTALLER To VERIFY IF ADDITIONAL WOOD 151(20' o GRIPABLE HANDRAL IS INSTALLED OR IF DECORATIVE HANDRAIL TO CONTWUE FOYER OFFICE¨ 12X13'8' WOOD WOOD ox 5 L'i i... Y0 2' 4 ' 8' ..>., FIRST FLOOR PLAN 0 SCALE: 1/4' = 1,0. 2566 FINISHED SQUARE FEET CD 8080 FIXED / 2580 CASE NULLED 4, "'V 14 SCALE: 1/4" = 1.-0" 9 n r ¨ N ¨ 2580 CASE 41120 FT 0 MULLED 4 8' 4 :_,v .__, T-0- FIVE(i)4, Nit IAL Mb! SPADED EMALLY - AS SHOWN 8,0" 1 13,0' 14'0' 38-1" 74,0" STRUCTURAL NOTES: 1. ALL HEADERS TO BE SUPPORTED BY A MINIMUM OF (1) TRIMMER. (UNLESS NOTED OTHERWISE) 2. ALL HEADERS TO HAVE AT LEAST (1) KING STUD (UNLESS NOTED). 3. ALL STUD CALLOUTS @ SIDES OF WINDOWS/DOORS ARE TRIMMERS, MINIMUM (1) KING STUDS @ SAID LOCATIONS TO BE INCLUDED AS WELL. 4. BLOCKING @ ROOF & FLOOR PLAN PER TRUSS MANUFACTURER. 5. POINT LOADS TO BE CARRIED THROUGH FLOOR AREAS AND DOWN TO FOUNDATION FOR SUPPORT. 6. ALL HANGERS & CONNECTORS PER TRUSS MANUFACTURER, SUPPLIERS & CONTRACTOR. 7. ALL EXTERIOR SHEATHING TO BE 7/16" OSB OR PLYWOOD SHEATHING & NAILED PER CODE (MAY BE REFERRED TO AS 1/2" NOMINAL THICKNESS). 8. ROOF DECKING TO BE I" NOMINAL (OR fi") OSB DECKING W/ CLIPS, NAILED TO ROOF FRAMING W/ MIN. 8d COMMON NAILS, 6" O.C. @ EDGES/12"0.C. @ FIELD. 9. FLOOR DECKING TO BE r PLYWOOD DECKING, NAILED OR SCREWED TO FLOOR SYSTEM PER CODE W/ ADHESIVE PER SPEC. (OR) MIN. 6d COMMON NAILS 6" O.C. @ EDGES/ 12" O.C. @ FIELD (CODE MINIMUM). 10. REFER TO WALL BRACING PLANS FOR ADDITIONAL FRAMING INFORMATION. --1 GENERAL FRAMING NOTES: 1. ALL NON-BEARING FRAMING IS TO BE 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL WALLS TO HAVE A DOUBLE TOP PLATE UNLESS OTHERWISE NOTED. 3. ALL EXTERIOR WALLS ARE TO BE 2X6 WOOD STUDS WITH 7/16" OSB SHEATHING, UNLESS NOTED OTHERWISE. 4. ALL INTERIOR WALLS ARE TOB E 2X4 WOOD STUDS UNLESS NOTED OTHERWISE. 5. ALL COLUMN SIZES ARE TO BE CONTINUED THROUGH FLOOR TRUSS SPACES WHEN SPANNING MORE THAN 1 FLOOR. 6. ALL WOOD MATERIALS ARE TO BE PROTECTED PER CODE & MANUF. SPECIFICATIONS WHILE BEING STORED ON SITE. -WINDOW & DOOR SIZE NOTES (EXAMPLES): -SH3050 =SINGLE HUNG 3'0" BY 5'0" -FX2646 = FIXED 2'6" BY 4'6" -CASE3050 = CASEMENT 3'0" BY 5'0" -2868 @ DOOR =2'8" WIDE BY 6'8" TALL -2880 @ DOOR =2'8" WIDE BY 8'0" TALL REVISION: REV. DATE: DRAWING TITLE: 6716 ARROWHEAD PASS 3 SET ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LTITFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. © COPYRIGHT 2021 , . , . _-- LITTFIN DESIGN LITTFINDESIGN.COM MLITTFIN@HOTMAIL.COM 320-224-7844 WINSTED, MN CURRENT DATE: PAGE LA7 D PAGE DESCRIPTION: ISSUE FOR BID, NOT FOR CONSTRUCTION - 2-941 FIRST FLOOR PLAN SCALED PRINT @ 24X36 6-29-21 MULTIPLE CHANGES PER OWNER'S REQUEST 6-2941 LOCATION: 67'16 ATIIROWHEAD PASS, EDINA MN 3,0' 22-0' 20,0' 21'-0' '-912, 18•-222' 4LB• 4,0' 4'-B' 6020 4ED BELOW 16020 FIXED BELOW/6020 FI4D BELOW ggg 6060 n ED 6060 FIXED 6060 FIX 0 I= 5 - 2561 CASE 5 61 FIXED MULLED 2561 CA 57 1 FIXED MULLED • 9 • 00 A.- : q eI I. M a:' 4 .63 I s W I OPEN TO BELOW OWNER'S SUITE WOOD 178'X27 D .. FA H 9 15,0' 6 I ' 3' 30 2/12 ANCLE0/PITCHE0 COURG OWNER'S SUITE MANG RAISED (ANGLE VAULTED 0 A i_. 2561 CASE 76 'X MULE.: ,. ..L.R .. 1,/• 12° °T 16..223 • REE510.1.015ip OWNERS TU) I 4 BATH TILE H 55 2680 10- CUING —r- DISNAIA4I — USES . 4A CLOSET ..0,- 2 11'-4' .-.• ,'? r..6. 4 1/2" 0' L 3-5 /2 - CG PALM 9 = it:. I `xl L. N , f,Tm > 1 G. 6' V .9 I ., N. AG 8 (1)5.1.541 N ia -1 a ._, C ..55.50•IFICO 9 0 35. woe PALM 2 S 9 4 g g 8 g ..i. 5 o i''' - 8ia 8 — 1111110: OPEN TO BELOW * it 55,055 0.4,0 ji LAUNDRY , 1.2 -1 C ce TILE ' i! ! 2680 sTA, Tim/3 2 PIECTIDob q 4' 0' , 3' A' 4 l' 0' 6,9" I ' 2 IT 16,6' , .1 6,6 1/2- 0 r r 4',,, SUITE .a n, ea 36. WOE WAG -. - • ® ' 0' um. BEDROOM #2 li) BATH TLE it g 10 CG WOOD 5 IP" .? 11 5' 17-10' . 4 ;3 . 5,7' 16'X12'.... 4 b.. . 2M ANGLE0 T ED CEILING 35. 1.10.010 I ....411 _a_ _ I 1 IG.LFAI 17 CEILING Pi. --.51 . • CO 2 • • . .1 MEL). 3.4 1/.1914 • !...4 POST ••• 3-10 112" 5%7' 6,11 3/4" c ity Op- il. 4,8 1/4' 16'-1012- 6'-612' CLOSET 6 to 4 JUL / 0— 702-; _ 5., a 0 EAR& 0 ae II . -1 2'3,7' \.'.3 1/2' 4,2 1/2' 4 5.-r 2680 0 \'.. 5T0RA .. BDRM 4 BATH TILE ,, /(.: 9 BEDROOM #4 v 10 06025c in PLANNING DEPARTMENT' NOTE 1. WOOD 12304' A SH BDRM 3 Ir I INSTALL DRAFT STOPPING WITHIN FLOOR SYSTEM PER 0 110V, INTERCONNECTED SM. IRC CODE SECTION 302.12. MIN. 3. GYPSUM DDARD (OM t STRUCTURAL BOARD ADEQUATELY SUPPORTED OD 110V, INTERCONNECTED • E DETECTOR !ri, EDETECTOW IV 17 CEILING • • BATH TILE o., BY 2X4 MN. IAATERLAL, PARALLEL MTh FLOOR CARBON MONOXIDE DETECT • FRAMING, SEPARATING AREAS WOO MAXIMUM SPACE 0 • COMBO ; N OF 1000 SO FT•SEPAFIATE INTO EQUAL SPACES. EXHAuST FAN to _s__C NOTE 0 a SUPPLY CONTINUOUS HANDRAIL PER CODE AT ALL STAIR LOCATIONS. CODE HANDRAIL IS TO CONTINUE s BEDROOM #3 TO LANDINGS/ TOP a BOTTOM OF STAIRS. 1.: LUI.I.T. WOOD - CONTRACTORS INSTALLER TO VERIFY IF ADDITIONAL GRIPABLE HANDFINL IS INSTALLED OR IF CLOSET .- A 2 17014' ,.... - DECORATIVE HANDRAIL TO COM1NUE. NOTE: ALL STAIRWAYS (INTERIOR AND EXTERIOR) ARE TO 117 BE LLUMINATED AT EACH LANDING PER CODE 1— B 2 1.9cASE / 4116111XED 5. 12I 7025 TO 5,5 1/2" 4,3' 4116 FIXED / 21161 CASE MULLED 7-7' 4,11" 12'-912' J 9-812' L Tr.r 31'-0' I 66,0" 0 2' 8' SCALE: 1/4" = 0" GENERAL FRAMING NOTES: 1. ALL NON-BEARING FRAMING IS TO BE 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL WALLS TO HAVE A DOUBLE TOP PLATE UNLESS OTHERWISE NOTED. 3. ALL EXTERIOR WALLS ARE TO BE 2X6 WOOD STUDS WITH 7/16" OSB SHEATHING, UNLESS NOTED OTHERWISE. 4. ALL INTERIOR WALLS ARE TOB E 2X4 WOOD STUDS UNLESS NOTED OTHERWISE. 5. ALL COLUMN SIZES ARE TO BE CONTINUED THROUGH FLOOR TRUSS SPACES WHEN SPANNING MORE THAN 1 FLOOR. 6. ALL WOOD MATERIALS ARE TO BE PROTECTED PER CODE & MANUF. SPECIFICATIONS WHILE BEING STORED ON SITE. -WINDOW & DOOR SIZE NOTES (EXAMPLES): -SH3050 =SINGLE HUNG 3'0" BY 5'0" -FX2646 = FIXED 2'6" BY 4'6" -CASE3050 = CASEMENT 3'0" BY 5'0" -2868 @ DOOR =2'8" WIDE BY 6'8" TALL -2880 @ DOOR =2'8" WIDE BY 8'0" TALL STRUCTURAL NOTES: 1. ALL HEADERS TO BE SUPPORTED BY A MINIMUM OF (1) TRIMMER. (UNLESS NOTED OTHERWISE) 2. ALL HEADERS TO HAVE AT LEAST (1) KING STUD (UNLESS NOTED). 3. ALL STUD CALLOUTS @ SIDES OF WINDOWS/DOORS ARE TRIMMERS, MINIMUM (1) KING STUDS @ SAID LOCATIONS TO BE INCLUDED AS WELL. 4. BLOCKING @ ROOF & FLOOR PLAN PER TRUSS MANUFACTURER. 5. POINT LOADS TO BE CARRIED THROUGH FLOOR AREAS AND DOWN TO FOUNDATION FOR SUPPORT. 6. ALL HANGERS & CONNECTORS PER TRUSS MANUFACTURER, SUPPLIERS & CONTRACTOR. 7. ALL EXTERIOR SHEATHING TO BE 7/16" OSB OR PLYWOOD SHEATHING & NAILED PER CODE (MAY BE REFERRED TO AS 1/2" NOMINAL THICKNESS). 8. ROOF DECKING TO BE 2' NOMINAL (OR B") OSB DECKING W/ CLIPS, NAILED TO ROOF FRAMING W/ MIN. 8d COMMON NAILS, 6" O.C. @ EDGES/12"0.C. @ FIELD. 9. FLOOR DECKING TO BE i" PLYWOOD DECKING, NAILED OR SCREWED TO FLOOR SYSTEM PER CODE W/ ADHESIVE PER SPEC. (OR) MIN. 6d COMMON NAILS 6" O.C. @ EDGES/ 12" O.C. @ FIELD (CODE MINIMUM). 10. REFER TO WALL BRACING PLANS FOR ADDITIONAL FRAMING INFORMATION. SCALE: 1/4° = 1,0" 2133 FINISHED SQUARE FEET ()SECOND FLOOR PLAN REVISION: REV. DATE: DRAWING TITLE: ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITI FIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTON DESIGN IS PROHIBITED. © COPYRIGHT 2021 .,_ ' j g A, Is . , .4111100 LITTFIN I DESIGN LITTFINDESIGN.COM MLITTFIN@HOTMAIL.COM 320-224-7844 WINSTED, MN CURRENT DATE: PAGE ,A8 D PAGE DESCRIPTION: ISSUE FOR BID, NOT FOR CONSTRUCTION 2-9-11 SECOND FLOOR PLANS SCALED PRINT @ 24X36 D D (0\\ ' AM PASS 3 3 SET 6716 ARR 6-29-21 MULTIPLE CHANGES PER OWNER'S REQUEST 64941 LOCATION: 67116 ARROWHEAD PAM, EDINA MN Allied Partners 6716 Arrowhead Pass DESIGN - BUILD CITY OF EDINA Allied Partners 2262 County Road 24 Medina, MN 55340 US (651)-247-7604 JUL 2 0 2021 PLANNING DEPARTMEN I Site Photos View 1 — South Elevation 1 Allied Partners 6716 Arrowhead Pass View 3 — West Elevation CITY OF EDIN/\ JUL 2 0 2021 PLANNING DEPARTMEN7 View 4 — North Elevation Project Report Better Together Edina 6716 Arrowhead Pass, Variance for Front Yard Setback Patio Addition 0 comments EdinaMN.govA plan modification for an 85.9-foot front yard setback variance granted in 2021 from the required 103.2 feet for a 17.3-foot front yard setback for property located at 6716 Arrowhead Pass. 6716 Arrowhead Pass Previous home Required setbacks A plan modification for an 85.9-foot front yard setback variance granted in 2021 from the required 103.2 feet for a 17.3-foot front yard setback for property located at 6716 Arrowhead Pass.