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Home My WebLink About2025-02-11 HPC Meeting Packet Meeting location: Edina City Hall Mayor's Conference Room 4801 W. 50th St. Edina, MN Heritage Preservation Commission Meeting Agenda Tuesday, February 11, 2025 7:00 PM Accessibility Support: 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 amplification, an interpreter, large-print documents or something else, please call 952-927-8861 at least 72 hours in advance of the meeting. 1. Call to Order 2. Roll Call 3. Approval of Meeting Agenda 4. Approval of Meeting Minutes 4.1. January 14, 2025 Minutes 5. Community Comment During "Community Comment," the Board/Commission will invite residents to share issues or concerns that are not scheduled for a future public hearing. Items that are on tonight's agenda may not be addressed during Community Comment. 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. 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 staff for consideration at a future meeting. 6. Reports/Recommendations 6.1. COA: H-25-3, 4406 Sunnyside Road-Changes to Street Facing Facade 6.2. COA: H-25-4, 4516 Wooddale Avenue-Changes to Street Facing Facade 6.3. COA: H-25-2, 4617 Casco Avenue-New Detached Garage 6.4. 2025 Chair & Vice Chair Elections 6.5. Century Homes Program 7. Chair and Member Comments Page 1 of 97 7.1. 2025 Work Plan Updates 8. Staff Comments 8.1. June 3, 2025 Joint HPC and City Council Work Session 9. Adjournment Page 2 of 97 BOARD & COMMISSION ITEM REPORT Date: February 11, 2025 Item Activity: Action Meeting: Heritage Preservation Commission Agenda Number: 4.1 Prepared By: Emily Dalrymple, Assistant City Planner Item Type: Minutes Department: Item Title: January 14, 2025 Minutes Action Requested: Approve the January 14, 2025 HPC minutes. Information/Background: None. Supporting Documentation: 1. 01-14-2025 HPC Minutes Page 3 of 97 Draft Minutes☒ Approved Minutes☐ Approved Date: X/XX/24 Minutes City of Edina, Minnesota Heritage Preservation Commission Tuesday, January 14, 2025 I. Call to Order Chair Lonnquist called the meeting to order at 7:00 p.m. II. Roll Call Answering roll call were Chair Lonnquist, Commissioners Cundy, Everson, Pope, Breiter, Olsen, Jarvinen, Farrell-Straus, Nickels, Hassenstab, Schilling, Jarvinen, Farrell-Straus Staff present: HPC Staff Liaison Emily Dalrymple, Preservation Consultants Elizabeth Gales and Rachel Peterson. III. Approval of Meeting Agenda Motion made by Commissioner Cundy, seconded by Commissioner Breiter, to approve the meeting agenda as submitted. All voted aye. The motion carried. IV. Approval of Meeting Minutes Motion made by Commissioner Jarvinen, seconded Everson, to approve the November 4, 2024, meeting minutes. All voted aye. The motion carried. V. Community Comment: None VI. Reports/Recommendations A. Certificate of Appropriateness Liaison Dalrymple stated that the residence is located at 4507 Arden Avenue. The request is for the street-facing façade. The existing home on the lot is a two-story Mediterranean Revival-Style home that was built in 1936. The applicant is requesting a Certificate of Appropriateness for an addition to the east and south façade. The project also included replacing some of the windows and changing out the garage door for the existing attached garage that is located in the rear of the property. Liaison Dalrymple stated that Hess Roice has reviewed the application and provided their memos. The City’s recommendation tonight is to approve the changes to the window and door openings. The proposed building materials will match the stucco. The proposed flat roof is in line with the Mediterranean Revival-Style home. Page 4 of 97 Draft Minutes☒ Approved Minutes☐ Approved Date: X/XX/24 Liaison Dalrymple stated as a condition of approval, any changes after approval need to be submitted for review. Commissioner Cundy stated that he’s very much in favor of approval and believes that it was very sensibly done, and he asked if there is an existing half wall attached to the house. The answer is that there is a pair of gates. Additional discussion ensued. It was asked if there is any historical significance with the arches above the windows on the front of the residence. There was no clear answer, but it was stated that there is no consistency with regard to the windows resulting from the numerous additions. Motion made by Commissioner Jarvien, seconded by Commissioner Olson, to approve Certificate of Appropriateness as submitted. All voted aye. Commissioner Evenson abstained. VII. Chair and Member Comments: Chair Lonnquist that that the Heritage Preservation Commission will be gaining one new Member next month. Chair Lonnquist stated that the elections for Chair and Vice Chair will be held next month. A member of the audience asked if he could bring up a new topic. Chair Lonnquist stated that a new topic should have been brought up during Community Comment. Liaison Dalrymple stated that the Chair and Member comments should continue, and Community Comments can be taken a little later. Chair and Member comments concluded, Chair Lonnquist asked if a motion to open Community Comments. Liaison Dalrymple stated that a Motion is not necessary. Chair Lonnquist invited the gentleman to introduce himself and make his comment. Richard Halibrand, of 5904 Bollinger Boulevard. Bollinger stated that he lives in a Lundgren Mid-Century Modern home. There are ten of these homes in a row, and a developer has recently decided to tear down one of them. Halibrand is concerned that the harmony will be destroyed by the destruction of this home. Halibrand asked if the board has any interest in this sort of discussion. Chair Lonnquist stated that it is her understanding that absent being designated as an Edina Heritage Preservation Landmark, there is really no teeth. However, given this threat, it could be timely if other neighbors are interested in pursuing that status to work with Staff Liaison Dalrymple. Page 5 of 97 Draft Minutes☒ Approved Minutes☐ Approved Date: X/XX/24 Liaison Dalrymple confirmed that Chair Lonnquist was correct in her statement and will provide her contact information to Halibrand. Additional discussion ensued. VIII. Staff Comments: Liaison Dalrymple stated that the 2025 Meeting Calendar was included in the packet. Most of the dates are Tuesdays, but there are a couple of Mondays towards the end of the year. Liaison Dalrymple stated that the 2025 Work Plan was officially approved by the City Council at their December Meeting. Chair Lonnquist stated that she and another Member gave a presentation to the Edina Realtors in November of 2024. There were about 75 realtors in attendance. The presentation centered on the Century Homes Program and the updated rules for the Country Club. Chair Lonnquist stated that she will be giving another presentation to the Morningside Neighborhood Association via ZOOM on February 3, 2025. Chair Lonnquist stated that there needs to be some outreach in the fall for the new Country Club rules that will be going into effect. IX. Adjournment Motion made by Commissioner Everson, seconded by Commissioner Cundy, to adjourn the meeting at 7:25 pm. All voted aye. The motion carried. Respectfully submitted, Emily Dalrymple Page 6 of 97 BOARD & COMMISSION ITEM REPORT Date: February 11, 2025 Item Activity: Action Meeting: Heritage Preservation Commission Agenda Number: 6.1 Prepared By: Emily Dalrymple, Assistant City Planner Item Type: Report & Recommendation Department: Community Development Item Title: COA: H-25-3, 4406 Sunnyside Road-Changes to Street Facing Facade Action Requested: Approve the proposed changes to the street facing facade at 4406 Sunnyside Road. Information/Background: The subject property, 4406 Sunnyside Road, is located on the north side of Sunnyside Road, between Edina Boulevard and Wooddale Avenue. The existing home on the lot is a two-story home built in 1926. The house was previously noted as being a Tudor Revival style. The house was significantly remodeled and is now an example of a Neo-Craftsman/Neo-Victorian style. The past modifications have changed the style of the house and has made it a non-contributing resource in the district. The applicant is requesting a certificate of appropriateness for changes to the street facing façade. The changes that require the certificate of appropriateness include removing/reducing roof overhangs and roof gables and removing a set of large arched windows and replacing them with rectangular windows. The application also shows the changes to the entry columns that were approved by the HPC September 2024. Public Input on Better Together Supporting Documentation: 1. Applicant Submittal 2. Staff Report 3. Consultant Memo 4. Assessing File Photos Page 7 of 97 4406 Sunnyside Road Proposed Changes to the Street-Facing Façade Note: This property has been altered to the point of being a non-contributing resource in the historic district per September 2024 HPC staff findings. This is due to updates, additions, and subtractions that significantly altered the style of the original home. We are attempting to work with what is left to responsibly and thoughtfully return the home to its historic origins while keeping the home's exterior cohesive. Thank you all for your time in reviewing the design. • Large Gable o Remove the largest gable's overhang and brackets. Per the historic images, this large overhang to the left side of the home is not original. Removing it helps to achieve massing like the original. o Remove the shakes. While these shakes have been added throughout the exterior of the home, they are not original. Removing them in this location can help to improve the visual weight of this area of the façade. • Entry Gable o Add shakes to match existing shakes on the home. While not original to the home, shakes have been added elsewhere and frequently appear throughout the neighborhood. Shifting shakes from the large gable to the smaller entry gable will decrease the shakes' surface area while preserving a material present throughout the exterior (see supplemental images). This will help make stucco the featured material (as it was historically) while shifting the shakes to even more of a secondary role, as they have been for several years. • Dormers o Remove roof returns. While the roof returns are not original to the home, they currently add interest in locations like the entry gable in the front and bedroom and sunroom gables near the rear. However, the small gables on these dormers could be less overpowered by their removal. o Reduce overhangs. Tweaking the roof overhang to be shallower can also help to reduce the dormers' scale. Page 8 of 97 • Main level hip roof overhangs o Reduce main level hip roof overhangs. The existing roof overhangs above the stone sections of wall are deep and inconsistent with overhangs that would have originally appeared on this era of home. Reducing these overhangs will help to achieve a more appropriate sense of scale. o Remove and replace existing brackets. The existing brackets are oversized and rough in texture. Sizing these down and adding detail will help to align more closely with the historic neighborhood. • Arched windows o Remove the set of large arched windows on the large gable. This style of window is not original to the home. Replace with windows similar to existing front façade windows in the adjacent room. New rectangular windows would mimic the original windows in this location (see historic photos). • Window and door casing o Remove window trim on 2nd and 3rd levels of front facade. Replace with smaller, more historically accurate trim with added detail (backband). Add backband to surface of window and door trim on main level front façade. • Entry Columns (Approved at September 2024 HPC meeting) o Remove four large round columns that are inconsistent in scale and style to the home and neighborhood. These columns are not original to the house. o Replace existing columns with four smaller square columns that are more consistent with the rest of the neighborhood. • Beadboard soffits (Approved at September 2024 HPC meeting near approved columns) o Add beadboard to all soffits. The existing rough plywood soffits are not historically accurate. Page 9 of 97 , / Status within District: Pivotal Complementary X Intrusion Photographs Roll#: Frame#: Surveyor: Lynne VanBrocklin Spaeth, Heritage Preservation Associates, Inc. Date: Summer, 1980 Page 10 of 97 City of Edina PID: 18-028-24-21-0024 Residential Field Card Property Address: 4406 Sunnyside Rd 'rinted: 08/13/2007 Lot / Block: 012 / 001 .ssessment Year: 2007 Addition: Country Club District, Brown version: 2 District: 03 4odel: 010-002-180 Neighborhood: 0114 Property Type: Zoning: Dwelling Type: Owner(s): R - Residential R-1 Single Family Donal L Mulligan Diane S Mulligan FR GUAR [39] 1S FR EP [143] FR SHED [66] 6 11 31 WO DK 11 19 1897 IS FR [378] 17 22 5 11 14 IS B FR [154] FR WAR [484] 22 18 FR GAR [484] 36 22 6 2S B A FR (MAIN] [1006] [130] 13 10 13 3 8 24 18 FR 11 [44] 4 14 2 22 48 18 B FR 18 FR OP [20] [32] Page 11 of 97 Sidewalks Curb Cr Gutter City Water STREETS Asphalt Concrete Brick Dirt with alley Storm Sewer Nat'l Gas Residential Dbl. Bung. Commercial Industrial PLAT NO. 74820 Eouoiazed. Abatement. etc. Velyofton cnonan ro be entetea on nest line. Indicate vent and outhoriry — AS2essofr, Final LAND VALUE COMPUTATIONS Frontage Figured Average Depth Unit Price Unit Percent Front. Ft. Price To ASSESSMENT SUMMARY ASSESSED VALUES TOTAL VALUE HOME- ' YEAR MARKET VALUE OF MARKET VALUE OF TOTAL MARKET FULL VALUE FULL VALUE OF OF LAND STEAD HOMESTEAD REMAINDER LAND STRUCTURES VALUE OF LAND STRUCTURES AND CTOW-TlIpec Yet No 25% n 40% TOTAL Top, Intl. RESIDENTIAL PROPERTY RECORD AND APPRAISAL CARD ?$.REET ADDRESS 4406 Sunnyside Road SCHOOL DIST. NO. ASSESSMENT DIST. LOT BLOCK ADD. nr 7T7P V (7177 777PICT PRC WY c'F',CTT BUILDING PERMIT RECORD Date Amount Number Purpose -4172_ pyyy -91Aert&rr. 44-1w+Pere5-1.1 rarceis coverea Dy same homestead. List parcel numbers. ',Ter" • r• TOPOGRAPHY Level High Low IMPROVEMENTS Sanitary Sewer DRAINAGE Good-Fair-Poor LOCATION Corner Lot Inside Lot ZONING OR USE Gravel Multi-Family General Desirability: Good Fair Poor Other: 2.-;,I7 • I 14310J 1.3q07001 1'? 2- I I I, "=-. —74/Y? II i2 40 7, S ALES INFORMATION 273 4- II )0/4112 9 11 0.3/40 Q-11 II Consideration 59.5-oro Kind of Inst. (AJ R-e Remarks 41 7 04 Nr .4,j ate r) fri ►1l4/ ontract for Deed held by: OCC II I(06 163ed 446$ 00 II /3060 2)1 / 0i5n0/1 \ (0 if 1)..O 2;100?) 111((9S-: • ?4 11237 qn.) II it !i Page 12 of 97 ,ti,„ UPPER LEVEL B.O. FIN. CEILING (OWNER'S BEDROOM, • ,S UPPER LEVEL B.O. FIN. CEILING (O'S BATH & 4 UPPER LEVEL FIN FLOOR (MAIN/OFFICE) UPPER LEVEL FIN. FLOOR (OWNER'S SUITE) STAIR LANDING FIN. FLOOR fioMAIN LEVEL FIN. FLR DATUM GARAGE FIN. FLR DATUM • • — • ---- \ 4LOWER LEVEL FIN. FLR - UPPER PORTION GLOWER LEVEL FIN. FLR LOWER PORTION NOTE: MUCH OF THIS ELEVATION WAS NOT MEASURED BY RLA AND IS AN APPROXIMATION OF WHAT CURRENTLY EXISTS USING PHOTOS AND EXISTING DRAWINGS BY OTHERS A il °SOUTH ELEVATION - EXISTING 1/4" = 1.-0" on 24x36 118" = 1,0" on 11x17 2 4 8 UPPER LEVEL B.O. FIN. CEILING (OWNER'S BEDROO UPPER LEVEL B.O. FIN. CEILING O'S BATH & CL) 1..1F/PER I EVEI FIN FLOOR (MAINIOFEICE) 4, UPPER LEVEL FIN. FLOOR (OWNER'S SUITE) 12_ • • 4 STAIR LANDING FIN. FLOOR $MAIN LEVEL FIN. FLR DATUM GAGE FIN. FLR DATUM ®SOUTH ELEVATION - PROPOSED 1/4" = 1,0" on 24036 1/8" = 1.-0" on 11x17 GLOWER LEVEL FIN. FLR - UPPER PORTION #,)LOWER LEVEL FIN. FLR - LOWER PORTION \ \ REMOVE \ SHAKES, ADD STUCCO TO MATCH EXISTIN N ---- REMOVE ROOF RETURNS REMOVE OVERHANG III L Y I 0' -VFY NEW WINDOW & TRIM REDUCE OVERHANGS MO" - VFY , ADD SHAKES TO MATCH EXISTING li I 0 m NEW WOOD OR WOOD-LIKE COLUMNS MIXTURE OF: - NEW TRIM WITH BACKBAND - ADDITIVE BACKBAND TO EXISTING TRIM -NEW WOOD BEADBOARD SOFFITS THROUGHOUT NEW WOOD BRACKETS THROUGHOUT 2 0 0 I— C 0 (7) c 2 co a N O N O PROPOSED WORK (SUMMARIZED WITH MATERIALS): • NEW COLUMNS. MATERIALS TO BE WOOD OR MORE ROT-RESISTANT MATERIAL (AZEK, BORAL, ETC.) CURRENT COLUMNS ARE A COMPOSITE/PLASTIC-LIKE MATERIAL. • ADD BEADBOARD TO ALL SOFFITS (SIMILAR TO EXISTING WOOD BEADBOARD PORCH CEILING). • REMOVE LARGE GABLE'S OVERHANG AND HARDIE SHAKES. • ADD SHAKES TO ENTRY GABLE. MATERIAL TO MATCH EXISTING HARDIE SHAKES THROUGHOUT THE EXTERIOR • REMOVE DORMER ROOF RETURNS AND REDUCE ROOF OVERHANGS • REDUCE MAIN LEVEL HIP ROOF OVERHANG DEPTHS (ABOVE EXISTING STONE) • REPLACE LARGE ARCHED WINDOWS WITH RECTANGULAR ONES • REPLACE WINDOW TRIM. WOOD OR SIMILAR MORE ROT-RESISTANT MATERIAL (SEE NEW COLUMNS) WALL REMOVAL: <I% PROJECT PHASE: CONSTRUCTION DOCUMENTS PROJECT NUMBER: 23-042 ISSUE DATE: MAR 25, 2024 MAR 26, 2024 JUNE 13, 2024 JULY 2, 2024 JULY 30, 2024 AUG 9, 2024 AUG 20, 2024 /2\SEPT 6, 2024 OCT 4, 2024 NOV 8, 2024 4 NOV 22, 2024 DRAWN BY: JRL, JE FRONT EXTERIOR ELEVATIONS REHKAMP LARSON ARCHITECTS INC. Page 13 of 97 Et Et 0 '4' c`l C W Lr) al a (r) > (7) >, Z = c2 c c co w REHKAMP LARSON ARCHITECTS INC. 0 71- z 2 a) (7,5 12 " co N..- 11, CO U) C (1) (C) Cr) N I—r- SIDE EXTERIOR ELEVATIONS NOTE: MUCH OF THIS ELEVATION WAS NOT MEASURED BY RLA AND IS AN APPROXIMATION OF WHAT CURRENTLY EXISTS USING PHOTOS AND EXISTING DRAWINGS BY OTHERS 1/4" = 1,0" on 24x36 1/8" = 1,0" on 11x17 °EAST ELEVATION - EXISTING SHORTER OVERHANG 1,10" VFY SHORTER OVERHANG NEW BRACKETS THROUGHOUT NEW COLUMNS ( 2)EAST ELEVATION _PROPOSED 1/4". 1,0" on 24x36 118- = 1'-0" on 11x17 0 2 0 2 4 PROJECT PHASE: CONSTRUCTION DOCUMENTS PROJECT NUMBER: 23-042 ISSUE DATE: MAR 25, 2024 MAR 26, 2024 JUNE 13, 2024 JULY 2, 2024 /1\JULY 30, 2024 AUG 9, 2024 AUG 20, 2024 2 SEPT 6, 2024 OCT 4, 2024 NOV 8, 2024 /NOV 22, 2024 DRAWN BY: JRL, JE PROPOSED WORK (SUMMARIZED WITH MATERIALS): • NEW COLUMNS. MATERIALS TO BE WOOD OR MORE ROT-RESISTANT MATERIAL (AZEK, BORAL, ETC.) CURRENT COLUMNS ARE A COMPOSITE/PLASTIC-LIKE MATERIAL. • ADD BEADBOARD TO ALL SOFFITS (SIMILAR TO EXISTING WOOD BEADBOARD PORCH CEILING). • REMOVE LARGE GABLE'S OVERHANG AND HARDIE SHAKES. • ADD SHAKES TO ENTRY GABLE. MATERIAL TO MATCH EXISTING HARDIE SHAKES THROUGHOUT THE EXTERIOR • REMOVE DORMER ROOF RETURNS AND REDUCE ROOF OVERHANGS • REDUCE MAIN LEVEL HIP ROOF OVERHANG DEPTHS (ABOVE EXISTING STONE) • REPLACE LARGE ARCHED WINDOWS WITH RECTANGULAR ONES • REPLACE WINDOW TRIM. WOOD OR SIMILAR MORE ROT-RESISTANT MATERIAL (SEE NEW COLUMNS) WALL REMOVAL: <1% U. 0 Co I- -J 0 .9 UPPER LEVEL B.O. FIN. CEILING (OWNERS BEDROOK, UPPER LEVEL B.O. FIN. CEILING (O'S BATH 8 CL) UPPER LEVEL FIN FLOOR (I.IAINIOFFCE/ UPPER LEVEL FIN. FLOOR OWNER'S SUIT STAIR LANDING FIN. FLOOR z 9MAIN LEVEL FIN. FLR DATUM 9GARAGE FIN. FLR DATUM •LOWER LEVEL FIN. FLR - UPPER PORTION 9LOWER LEVEL FIN. FLR LOWER PORTION ,„9, UPPER LEVEL B.O. FIN. CEILING (OWNER'S BEDROON, 9 UPPER LEVEL B.O. FIN. CEILING (O'S BATH 8, CO UPPER I EVEI FIN Ft COU (MAIN/OFFICE) UPPER LEVEL FIN. FLOOR (OWNER'S SUITE) STAIR LANDING FIN. FLOOR +MAIN LEVEL FIN. FLR DATUM 9GARAGE FIN, FLR DATUM 9LOWER LEVEL FIN. FLR - UPPER PORTION *LOWER LEVEL FIN. FLR - LOWER PORTION Page 14 of 97 1‘. 90 9042 909 905.4 stf) 11111t' i •, 903.9 903.9 POO 9,37 903.6 903.4 0 LTI .00 r, --T- L _ 119 9038 EXISTING DWELUNG tJ 81'44'26" E 69 95 90'5.4 908Ax /0' / 904,5 9012 905.6r. • 5700P 17.9 \i'ROOP r4°5-NT.1 11113Y TO 'IV, ...., .:SILL i ELEV.'898•°* e ..„ ' 8.1 -4-- 1.5 EXISTING 8. ' REELING 0.4r 0 .., ,..- 903.4 AC r.7 9032 903.3 0 °GARAGE FL-eCC ELEV•' 9 35 0.5 peoP• w60( l)RNE"19473.7x g555.5 3.4 9, :9° 903.1 'rg 903.3 11 -r L 900.7 94.6 900.3 /4 6 4.4? 9,3" 22.2 PROPOSED EeK 902.9 902.6 6743 EXISTING DWELLING 901.8 3.8- 9032 111.4 903.0 6903.0 903.1 -903- Erfnvolez ELEV.'9°4'6 108 \ 9.7 24 "1, 14.6 10 90 .6 902.9 sTOCC. 1, 9°' 02,4 11.3 9°1 901.9 2,4 7. 9022 902.2 9024 902- 902.2 .902 900.6 9000 7001, IP _n144.85 L= • , 900.0 999.8 899.7 SUNNYSIDE RD. my BENCHMARK /351. TOP NUT HYD. ELEV.=903.14 90 8998 iy 9001 9089 999.9 8 PROJECT BENCHMARK: TOP NUT HYD. „,„.• ELEV.= 902.5 ..k‘ 992 9998 8 899 7 899.4 co --- NOTE: APPROXIMATE LOCATIONS OF EXISTING COLUMNS SHOWN IN RED. PROPOSED COLUMNS ARE SHOWN AS BLUE. 03 0 9012 -9°540 .399.8 2,732 1,363 428 61 9 209 9 57 48 148 312 30 SO. SO. SQ. SO. SQ. SO. SQ. SQ. SO. SQ. SO. SQ. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. REVISION DESCRIPTION SHOW PROPOSED IMPROVEMENTS UPDATES PER ARCHITECT UPDATES PER ARCHITECT DATE 6/17/24 6/18/24 6/27/24 SCALE DWG ORIENTATION CUENTMOBADDRESS DOVETAIL 4406 SUNNYSIDE RD. EDINA, MN Advance Surveying & Engineering Co. 18202 A0nnelonke Blvd. SuRe 401 Oeephaven, 611neesela 55391 P11000 (952) 474.7964 Web: tww.edvsur.com I IERD3Y COMFY MAT DRS PLAN, 9.IRWY OR REPORT WAS PREPARED BY LE OR UKKR YT DP:ECT SLFERVISEN NC THAT I AM A MAY REGISTERED LAND DIRWYOR IINCEN Ilf LAWS OF THE STALE OF IIJCSOTA Wape W. Pr #43503 LICENSE NO. JUNE 14 2024 DATE DATE SURVEYED: JUNE 13,2024 DATE DRAFTED: JUNE 14,2024 LEGAL DESCRIPTION: Lot 12, Block 1, Country Club District, Brown Section, Flennepin County, Minnesota. SCOPE OF WORK & LIMITATIONS: I. Showing the length and direction of boundary lines of the legal description listed above. The scope of our services does not include determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if necessary, to make sure that it is correct and that any matters of record, such as easements, that you wish to be included on the survey have been shown. 2. Showing the location of observed existing improvements we deem necessary for the survey. 3. Setting survey markers or verifying existing survey markers to establish the corners of the property. 4. Existing building dimensions and setbacks measured to outside of siding or stucco. 5. Showing and tabulating impervious surface coverage of the lot for your review and for the review of such governmental agencies that may have jurisdiction over these requirements to verify they are correctly shown before proceeding with construction. 6. Showing elevations on the site at selected locations to give some indication of the topography of the site. We have also provided a benchmark for your use in determining elevations for construction on this site. The elevations shown relate only to the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the survey when determining other elevations for use on this site or before beginning construction. 7. This survey has been completed without the benefit of a current title commitment. There may be existing easements or other encumbrances that would be revealed by a current title commitment. Therefore, this survey does not purport to show any easements or encumbrances other than the ones shown hereon. 8. While we show a proposed improvements, we are not as familiar with your proposed plans as you, your architect, or the builder are. Review the proposed improvements carefully to verify that they match your plans before construction begins. Also, we are not as familiar with local codes and minimum requirements as the local building and zoning officials in this community are. Be sure to show this survey to said officials, or any other officials that may have jurisdiction over the proposed improvements and obtain their approvals before beginning construction or planning improvements to the property. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes iron survey marker, found, unless otherwise noted. PROPOSED BUILDING COVERAGE HOUSE 2,732 SO. FT. FRONT STOOP 61 SQ. FT. PROPOSED DECK 148 SO. FT. DECK CREDIT -148 SO. FT. TOTAL PROPOSED BUILDINGS 2,793 SQ. FT. EXISTING BUILDING COVERAGE HOUSE 2,732 SO. FT. DECKS 186 SO. FT. FRONT STOOP 61 SO. FT. DECK CREDIT -150 SQ. FT. TOTAL EXISTING BUILDINGS 2,829 SO. FT. AREA OF LOT 10,977 SO. FT. BUILDING COVERAGE 25.8% EXISTING HARDCOVER HOUSE 2,732 SO. FT. DRIVEWAY 1,358 SQ. FT. PATIO & STEPS 423 SQ. FT. DECKS 186 SQ. FT. FRONT STOOP 61 SO. FT. AC PAD 9 SO. FT. FRONT WALK 209 SQ. FT. CONCRETE W.W. WALL 9 SO. FT. STONE WALLS & PAVERS 93 SQ. FT. TOTAL EXISTING HARDCOVER 5,080 SO. FT. AREA OF LOT 10,977 SO. FT. LOT COVERAGE 46.3% AREA OF LOT 10,977 SO. FT. BUILDING COVERAGE 25.4% PROPOSED HARDCOVER HOUSE DRIVEWAY PATIO & STEPS FRONT STOOP AC PAD FRONT WALK CONCRETE W.W. WALL STONE WALLS & PAVERS PROPOSED REAR STOOP PROPOSED DECK PROPOSED WALK & DRIVEWAY PROPOSED STONE WALL TOTAL PROPOSED HARDCOVER 5,406 SQ. FT. AREA OF LOT 10,977 SO. FT. LOT COVERAGE 49.2% NOTE: EXISTING HOUSE AREA INCLUDES EXISTING CANT./OVERHANGS. SHEET TITLE PROPOSED SURVEY SHEET SIZE: 17 X 22 DRAWING NUMBER 240784 WP SHEET NO. S1 SHEET 1 OF 1 Page 15 of 97 C N in "1" CO :0 LO Z = c c c o o w PROJECT PHASE: CONSTRUCTION DOCUMENTS PROJECT NUMBER: 23-042 ISSUE DATE: MAR 25, 2024 MAR 26, 2024 JUNE 13, 2024 JULY 2, 2024 1 JULY 30, 2024 AUG 9, 2024 AUG 20, 2024 72\SEPT 6, 2024 OCT 4, 2024 NOV 8, 2024 4 NOV 22, 2024 DRAWN BY: JRL, JE x FL-1- T771 ADDED BOARDS TO PORCH CEILING BEADBOARD SOFFITS THROUGHOUT T z LL 0 0 I— :zi L • MAIN LEVEL CEILING DIAGRAM - PROPOSED CNI O O ML CEILING 112" = 1.4)^ on 24x36 1/4' =1*-0" on 11x17 DIAGRAM 2 4 Page 16 of 97 REHKAMP LARSON ARCHITECTS INC. V CO 0 '4' CC (NI d-C 0 Lo co :0 Lo .,7) Z — c 2 c co vi ,„ = (J) c co '6 ow 4- PROJECT PHASE: CONSTRUCTION DOCUMENTS PROJECT NUMBER: 23-042 ISSUE DATE: MAR 25, 2024 MAR 26, 2024 JUNE 13, 2024 JULY 2, 2024 A\JULY 30, 2024 AUG 9, 2024 AUG 20, 2024 7SEPT 6, 2024 OCT 4, 2024 NOV 8, 2024 /\NOV 22, 2024 DRAWN BY: Q Z_ w LL 0 V 0 1— < __I cc z 0 (7) co EXAMPLES OF SHAKES AND STONE ON SUNNYSIDE RD IN COUNTRY CLUB Page 17 of 97 REHKAMP LARSON ARCHITECTS INC. PROJECT PHASE: CONSTRUCTION DOCUMENTS PROJECT NUMBER: 23-042 ISSUE DATE: MAR 25, 2024 MAR 26, 2024 JUNE 13, 2024 JULY 2, 2024 JULY 30, 2024 AUG 9, 2024 AUG 20, 2024 2 SEPT 6, 2024 OCT 4, 2024 NOV 8, 2024 NOV 22, 2024 cV) DRAWN BY: a in C•1 0 CN 0 z < m co EXISTING SHAKES ON EXTERIOR OF HOME Page 18 of 97 February 11, 2025 Heritage Preservation Commission Emily Dalrymple, Assistant City Planner COA H-25-3, 4406 Sunnyside Road- Changes to Street Facing Facade Information / Background: The subject property, 4406 Sunnyside Road, is located on the north side of Sunnyside Road, between Edina Boulevard and Wooddale Avenue. The existing home on the lot is a two-story home built in 1926. The house was previously noted as being a Tudor Revival style. The house was significantly remodeled and is now an example of a Neo-Craftsman/Neo-Victorian style. The past modifications have changed the style of the house and has made it a non-contributing resource in the district. The applicant is requesting a certificate of appropriateness for changes to the street facing façade. The changes that require the certificate of appropriateness include removing/reducing roof overhangs and roof gables and removing a set of large arched windows and replacing them with rectangular windows. The application also shows the changes to the entry columns that were approved by the HPC September 2024. Consultant Memo: See attached memo from Elizabeth Gales and Rachel Peterson, Hess, Roise and Company. Recommendation & Findings: The recommendation is to approve the proposed changes to the street facing façade of the home at 4406 Sunnyside Road. The recommendation for approval of the changes to the street facing façade is based on the following: •The proposed changes will modify non-historic material and not further destroy historic material. Page 19 of 97 STAFF REPORT Page 2 •The proposed trim profiles, the removal of non-historic cornice returns, and reinstallation of stucco and a rectangular window on the front façade are in keeping with the original character of the property. •The proposed changes meet the Secretary of the Interior’s Standards of Rehabilitation and the Country Club Plan of Treatment. Conditions of approval: •Any change to the approved elevations or materials will need to be submitted for review. Page 20 of 97 Page 1 MEMO Date: 02/05/2025 To: Emily Dalrymple, City of Edina From: Elizabeth Gales and Rachel Peterson, Hess, Roise and Company Re: Certificate of Appropriateness Review – 4406 Sunnyside Road Hess Roise has reviewed the Certificate of Appropriateness (COA) application for 4406 Sunnyside Road in the Country Club Historic District using “Edina’s Historic Country Club District Plan of Treatment.” The house was constructed ca.1926 and is located on the north side of Sunnyside Road near the middle of the block. The front facade overlooks Sunnyside Road to the south. The house was originally constructed in the Tudor Revival style. It was extensively remodeled between 2007 and 2011, and is now an example of Neo-Craftsman/Neo-Victorian architecture. These past modifications have changed the style of the house and make it a non-contributing resource in the historic district. The property was previously reviewed by the HPC in September 2024. Replacement of the non- historic entry columns and the installation of beadboard soffits were approved at that time. Proposed Work This COA includes the following proposed work to the south, street-facing facade: • Remove the non-historic eave extension/overhang, cornice return, and brackets at the large street-facing gable, and replace the non-historic shakes with stucco in the gable end. • Add shakes to the existing, non-historic entrance gable. • Remove the non-historic cornice returns and reduce the depth of the eaves at the non- historic dormers. • Reduce the depth of the non-historic hipped eave above the first floor and replace the non-historic brackets with a smaller bracket style. • Remove the non-historic paired arched windows on the front facade and install a rectangular multi-light window in the opening. • Replace the non-historic window trim on the second and third floors of the front facade with a narrower profile. Recommendation The Plan of Treatment does not differentiate between treatment for properties that contribute and properties that no longer contribute to the significance of the district. Although the property no longer contributes to the historic significance of the district, Standards I and J seem the most applicable to the proposed work: Page 21 of 97 Page 2 Standard I: New additions, exterior alterations, or related new construction will not destroy historic materials, features, and spatial relationships that characterize the property. The new work shall be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion, and massing to protect the integrity of the property and its environment. Standard J: New additions and adjacent new construction will be undertaken in such a manner that, if removed in the future, the essential form and integrity of the historic property and its environment will be unimpaired. The proposed changes will modify non-historic material and not further destroy historic material (Standard I). The proposed trim profiles, the removal of non-historic cornice returns, and reinstallation of stucco and a rectangular window on the front facade are in keeping with the original character of the property. The installation of shakes in the entrance gable and brackets at eave overhangs are compatible with the current, non-contributing character of the house, even though these features were not present in the original design. Several scope items impact non- historic features, and if the new shakes and brackets were removed in the future, the historic massing would still exist (Standard J). Other scope items will remove non-historic alterations that were inconsistent with the original design of the house. Recommendation Hess Roise recommends that the HPC approve the proposed modifications to 4406 Sunnyside Road. Page 22 of 97 ASSESSED VALUES HOMESTEAD REMAINDER II TOTAL L 25% tij) 40% Date 1990 I 03 i nn 206 7a5 30984 0 11 I 11 11 (991 I itatooll a3740O 3(40700 ! il i 11 1 199'2- 1 coNtvli 237Mo .34070 1 11 i 11 11 . 1193 1(1316111 2. 1 4 1 on 1 347-5Ce i99.1 1(23 149 1 2-73761137AA(y) P25 163/0 1 2g I gen 1,S81-3J, 19'96 lo3/6611 2aSoli13814141 1997 ) n3 1m I ..anigai 1467506 ict18 In3tee • i 34,-inO 14.5 Fde 1999 144 009 sli 14et; Iso 770 / 2000 /e064feie 1 444q oo !plow ,riitie /4, r .? Air 1 051 1 & -IdX)! 1(01,60 11.,/d14100?) 1-f(330 11 I(/?-), DO 11dC%0CLID G3 on 11 194P 11237c/ an 199q 1 731:Y5 119 6 , Th1P Tia" 1.4T 4414 Akio , I 19P38 1(41 112694-a° !I Th. I r • Contract for Deed held by: % fre4 _ , t4' cit -coa.,1 1 REE ESIDENTIAL PROPERTY RECORD AND APPRAISAL CARD T ADDRESS 4406 Sunnyside Road 17 71+820 PLAT NO. ASSESSMENT DIST. SCHOOL DIST. NO. LOT 12 BLOCK 1 ADD COTINTRY CT,TTR DISTRICT _BROWN SECTION BUILDING PERMIT RECORD Date Number Amount Purpose 0-2697 -4D2- ' . a• " TOPOGRAPHY Level High Low Sas. Is se IMPROVEMENTS Sidewalks Curb ET Gutter City Water rurcets LLIV I U uy same homestead. List parcel numbers. STREETS Asphalt Concrete Brick Sanitary Sewer Gravel DRAINAGE Good-Fair-Poor LOCATION Corner Lot Inside Lot Storm Sewer Nat'l Gas Residential Dbl. Bung. Dirt with alley ZONING OR USE Commercial Industrial Multi-Family General Desirability: Good Fair Poor Other: Frontage Figured Average Depth Unit Price Unit Percent Front. Ft. Price Top. Infl. To YEAR II i LAND VALUE COMPUTATIONS ASSESSMENT SUMMARY 'Valuation chances to be entered on nest line. Indicate year and authority — Assessor. Final Equalized. Abatement, etc. TOTAL VALUE OF LAND AND STRUCTURES HOME- STEAD MARKET VALUE OF LAND MARKET VALUE OF STRUCTURES TOTAL MARKET VALUE FULL VALUE OF STRUCTURES FULL VALUE OF LAND Yes No Consideration Kind of Inst. 1.-( vso-c, 1,.\13 575" coo Wt) Lcia#1.4, SALES INFORMATION Remarks 11 II 11 II II 11 II II 11 11 11 II S 1.1 Page 23 of 97 City of Edina PID: 18-028-24-21-0024 Property Type: R - Residential Residential Field Card Property Address: 4406 Sunnyside Rd Zoning: R-1 Printed: 08/13/2007 Lot / Block: 012 / 001 Dwelling Type: Single Family Assessment Year: 2007 Addition: Country Club District, Brown Owner(s): Donal L Mulligan Version: 2 District: 03 Diane S Mulligan Model: 010-002-180 Neighborhood: 0114 FR GUAR [39] 15 FR EP [143] FR SHED [66] 6 11 11 19 1997 1S FR [378] 17 22 5 14 13 B FR [154] FR WAR [484] 22 13 FR GAR [484] WO DK [130] 13 10 13 3 IS FR 11 [44] 4 8 24 36 31 22 6 2S B A FR (MAIN) [1006] 14 2 22 48 L2 I 1S B FR 13 FR OP [20] [32] Page 24 of 97 Status within District: Pivotal Complementary Intrusion Photographs Roll#: L\ Frame#: Surveyor: Lynne VanBrocklin Spaeth, Heritage Preservation Associates, Inc. Date: Summer, 1980 Page 25 of 97 BOARD & COMMISSION ITEM REPORT Date: February 11, 2025 Item Activity: Action Meeting: Heritage Preservation Commission Agenda Number: 6.2 Prepared By: Emily Dalrymple, Assistant City Planner Item Type: Report & Recommendation Department: Community Development Item Title: COA: H-25-4, 4516 Wooddale Avenue-Changes to Street Facing Facade Action Requested:The recommendation is to deny the newly designed covered entry per the design review by the city’s preservation consultants. The recommendation for denial is based on the following: • The new design of the covered entry places the line of the eave below the horizontal line created by the projecting second story. The second story overhang with a slight projection is a defining feature of the Garrison Revival style. The new eaves will not align with the other historic architectural features on the front façade. • The design does not meet guidelines B and I in the Country Club Plan of Treatment. B. The historic character of a property will be retained and preserved. The removal of distinctive materials or alteration of features, spaces, and spatial relationships that characterize a property will be avoided. I. New additions, exterior alterations, or related new construction will not destroy historic materials, features, and spatial relationships that characterize the property. The new work shall be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion, and massing to protect the integrity of the property and its environment. Public Input on Better Together Information/Background: The subject property, 4516 Wooddale Avenue, is located on the west side of Wooddale Avenue, south of Sunnyside Road and north of Bridge Street. The existing home on the lot is a two-story Garrison Revival home built in 1931. The certificate of appropriateness application is for a covered entry. This COA is for new plans for a previously approved covered entry that the heritage preservation commission approved July 2024. The July 2024 COA for a covered entry matched the building permit plans that were issued with a building permit September 2024. Staff was notified November 2024 that the project that was under construction did not match was approved with the COA. After review, staff notified the builder and that work on the project needed to stop. Either a new COA needed to be applied for, or the project Page 26 of 97 needed to match what was approved by the HPC/plans reflected in the issued building permit. The HPC is asked to take action on the new design of the overhang. The change in the number of steps is outside the review of the HPC, and Hess Roise noted they are supportive of the design. Supporting Documentation: 1. COA Submittal 2. Staff Report 3. Consultant Memo 4. Additional Photos from Applicant 5. 2024 COA Approved Plans 6. Approved Building Permit Plans Page 27 of 97 4516 Wooddale Ave An American Colonial Revival with New England Colonial Revival Influence January 13, 2025 Explanation & Narrative Previously a COA was granted for a new front entry on this home and through construction of an approved plan, we decided to make changes and drop the eave line to increase the roof pitch to coincide with the historic roof pitch of this home. The City requested a new COA submittal to show documentation for the “new proposed” front entry plans at 4516 Wooddale Ave. The “new proposed” front entry is a arched gable roof supported by two 10” painted columns. The pitched roof is designed to coincide with the steeper roofline of the house and best fit its historic characteristics. The interior ceiling space is vaulted and open to preserve and make visible the wood pediment at the front door while adding protection for the building and its guests. Two 1/2 columns with paneled wall details flank the door and provide symmetry and a cohesive characteristic of an American Colonial. The overall size of the stoop does remain but rebuilt and finished with matching brick sides and a Laurel Sandstone cap. One step is removed to increase the depth of the top landing and lower the overall height to drain water away from the building. Each side buttress is widen to formally center each column and accentuate the homes historic presence. Lighting is removed from the front walls and replaced as a pendant light hanging from inside the new vaulted ceiling. Roofing materials will match existing. Sincerely, Scot Waggoner wb BUILDERS 3812 W. 51st St Minneapolis, MN 55410 612-965-2655 Page 28 of 97 A12CANTILEVER(CANTILEVER)11' - 5 13/16"1' - 11"6' - 0"16' - 3 3/8"9' - 7 1/2"1' - 5"2' - 10"6' - 1 1/2"14' - 3 1/2"26' - 7 3/16"5' - 1"4' - 9 1/2"(RM. NOT MEAS.)(RM. NOT MEAS.)4' - 8 3/8"DINING ROOM111LIVING ROOM112OFFICE113FRONT ENTRY1167' - 1"EXG3A1VAULTEXG STOOPREBUILT, STEPS AND BRICK AS REQUIREDROOF LINE ABV.6' - 10"10"X10" COL.11' - 6"EQEQEQEQ10"X10" COL.5' - 4"REPLACE EXG LIMESTONE TOP WITH LAUREL SANDSTONE WALL AND PARTITION KEYEXISTING WALLS TO REMAIN.WALLS AND PARTITIONS TO BE REMOVED.10"X10" COL. 2'-4" V.I.F6'-10" V.I.F2'-4" V.I.F11' - 6 1/2"EQEQEQEQ1X FASCIA/TRIM TO PICTUREFRAME GABLEEXG DOOR TO BE REPLACED, W/ MAHOGANY DOOR, 1/2 GLASS WOOD PANEL/TRIM ON SIDESCONC. STOOP TO BE REBUILT, MODIFY STEPS AND BRICK AS REQUIRED, NEW BRICK TO MATCH HOUSE (BUTTRESS AND RISERS), LAUREL SANDSTONE TREAD CAPS AND LANDING CAPEAVELINE TO COINICIDE WITH ROOF PITCH OF HOUSEVAULT BEYOND9' - 0 3/4"11' - 6"5' - 4"ASPHALTSHINGLES66 SFCOL. BELOWTYP.Project numberDateDrawn byChecked byRevision ScheduleCOPYRIGHT 20252570 Aldine St. Roseville, MN 55113701.320.6065 Justin.Roland.Hayes@gmail.comI certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the state of MinnesotaJustin R HayesDateReg. No. 5498606/30/2026scot@wbbuilders.com612-222-63103812 W. 51st St Minneapolis, MN 55410612-965-26551/13/2025 9:51:59 AMA1STOOP PLAN, ELEV.SECTION ANDNOTES24-11STOTT RESIDENCE01/13/25JHJHCOA SUBMITTAL4516 Wooddale Ave,Edina, MN 554241/4" = 1'-0"A11MAIN FLOOR1/4" = 1'-0"A12EAST ELEV.1/4" = 1'-0"A13SECTION1/4" = 1'-0"A14MAIN FLOOR - DEMO PLAN1/4" = 1'-0"A15ROOF PLANNo. Description DatePage 29 of 97 Page 30 of 97 Page 31 of 97 Page 32 of 97 PROPOSED RENDERING 4516 Wooddale Ave 612-965-2655 wb BUILDERS 1-13-2025 Page 33 of 97 PROPOSED RENDERING 4516 Wooddale Ave 612-965-2655 wb BUILDERS 1-13-2025 Page 34 of 97 PROPOSED RENDERING 4516 Wooddale Ave 612-965-2655 wb BUILDERS 1-13-2025 LAUREL SANDSTONE (TOP OF STOOP) Page 35 of 97 Page 36 of 97 DYHS22.128.122.128.111.94.713.31.011.51.012.813.43.11.014.53.03.73.020.37.61.75.81.77.627.01.84.714.85.611.917.3N84°21'53"E144.72 MEAS. (144.6 PLAT)139.23 MEAS. (139.45 PLAT)S84°17'46"W80.00 MEAS. (80 P LAT) N05°53'53"WL=80.00 MEAS. (L=80 PLAT)R=5847.00 Δ=84°21'53"39.73333WOODDALE AVENUECONCRETE WALKSHARED CONCRETE DRIVEWAYSHARED CONCRETE DRIVEWAYASPHALT ROADWAYCONCRETE WALKCONCRETE DRIVEWAYBRICK PAVER DRIVEWAYBRICK PAVERPATIOBRICK PAVERPATIOCONCRETE DRIVEWAYCONCRETECOVERED PORCHSTOOP#4514GARAGEGARAGEGARAGEFLOOR=900.0#4516 WOODDALE AVE.FIRST FLOOR=901.1#4518BRICK PAVER WALKSTONE WALK#106ARBORVITAE ROWARBORVITAE#107#108#105#104#103#100#101#102TREE INVENTORYTREE NO. SPECIES D.B.H. HEIGHT100 ELM 12"101102 POPLAR 10"103 MAPLE 24"104 REDBUD 6"105 CHERRY 6"ELM 12"106 HACKBERRY 30"107 HEMLOCK 6"108 MAPLE 8"CLASSIFICATIONREMOVABLEPROTECTEDPROTECTEDREMOVABLEREMOVABLEC.R.Z.R=18'R=9'R=45'R=9'R=12'R=18'R-=15'TREE PLAND.B.H. = Diameter at Breast HeightC.R.Z. = Critical Root Zone26.5'PROTECTEDPROTECTEDPROTECTEDPROTECTED R-=36'R-=9'SITE BENCHMARK ID#359:T.N.H.=897.55SAN M.H.=894.29895.9TC895.6TC895.6TC895.4TC895.1TC895.9895.8895.4895.2897.3898.0898.5900.8900.5900.3900.0899.2897.7899.0898.5897.9897.2895.6895.7899.9899.6899.5899.4899.9899.2898.5PROPERTY DESCRIPTION1" = 10'CMESCALEDRAWNREFERENCE4516 Wooddale Ave.Edina, MN 55424SITE ADDRESSSITE BENCHMARKID No. 359: T.N.H. at the northeast corner of Wooddale Ave. and Bridge St. Elevation = 897.55.ID No. 360: T.N.H. on the east side of Wooddale Ave. 450' north of Bridge St. Elevation = 899.62.Lot 12, Block 7, COUNTRY CLUB DISTRICT BROWN SECTION,Hennepin County, Minnesota.01-25-2024I hereby certify that this survey, plan, or report was prepared by me or under mydirect supervision and that I am a duly registered Land Surveyor under the laws ofthe State of Minnesota.Woodrow A. Brown, R.L.S. MN REG 15230W. BROWN LAND SURVEYING, INC.Dated:EXISTING CONDITION SURVEY for:WB BUILDERSSCALE IN FEET1001020NWBBloomington, MN 55425Email: INFO@WBROWNLANDSURVEYING.COMPh: (952) 854-4055WBROWNLANDSURVEYING.COMW. BROWN LAND SURVEYING, INC.8030 Old Cedar Avenue So., Suite 2281 of 1 24x3613-24191/3JOB NO.BOOK/PAGESHEETGENERAL NOTES:· Existing building dimensions are measured to siding and not building foundation.· No title commitment was provided and no research was performed for any easementsnot shown on this survey.· Location of utilities shown are from observed evidence in the field and/or plansfurnished by others and are considered approximate. Gopher State One Call or aprivate utility locator should be contacted to locate utilities on site before excavation.LOT AREA CALCULATION:Lot Area = 11,353 SFEXISTING BUILDING COVERAGE:House w/ Cantilevers = 1,981 SFStoop = 60 SFCovered Porch = 143 SFDetached Garage = 621 SFTotal = 2,805 SFExisting Building Coverage = 24.7%EXISTING IMPERVIOUS SURFACE:House w/ Cantilevers = 1,981 SFCovered Porch = 143 SFDetached Garage = 621 SFFront Concrete Walk, Stoop = 290 SFConcrete at Garage = 258 SFPaver/Stone Walks = 217 SFConcrete Portion of Driveway = 449 SFPaver Driveway, Patio = 1,600 SFTotal = 5,559 SFExisting Impervious Surface = 49.0%NOTE:25% Maximum Allowable Building Coverage50% Maximum Allowable Impervious SurfaceREMARKSDATEREVISIONSLEGENDFence2' High Decorative WallSanitary ManholeWater Shutoff ValveExisting ElevationPower PoleGas MeterHydrantTop of Curb ElevationDYHFound Iron Monument Existing Contour900Top of Wall Elevation900.0900.0TC900.0TWSA/CAir Conditioning Unit1.2± 1.9±0.5±2' HIGHDECORATIVE WALL3.7 PROPERTY CORNER NOT SETDUE TO DEBRISA/CA/CCANTILEVERCANTILEVER899.6899.6899.325.0 3.7 3.843.95.89.5 5.2 14.3 20.538.47.0 7.7 23.5 20.8 11.4 38.43.6 7.6 19.4 15.0 35.37.3899.7899.8899.5899.7900.2899.7900.4900.5900.0900.0899.9898.5898.5899.6900.8900.7900.9899.2899.3898.7898.9900.2899.9898.3898.6899.5898.5898.1899.1899.5899.6900.2900.1899.8900.5900.2900.0899.1899.6899.8900.0899.9899.8899.6899.7899.9899.9900.0899.8899.8899.7899.9899.9899.9898.8899.6899.1899.5900.1900.0900.1899.6899.5900.1901.1901.1900.3899.1900.1899.5899.7899.7WATER SHUTOFF=894.92STONE WALKPROPERTY CORNER NOT SETIN CONCRETE DRIVEWAY899.0899.8899.7899.9899.68988969008978999019019009009 0 0 9008 9 9 89989989589689 8897896898897899898896897899 900STONE WALK900.0WINDOW WELLLOW OPENING SILL=898.4WINDOW WELLLOW OPENING SILL=897.9add stoop to building coverage calc06-05-20244.831.73.05.311.5Page 37 of 97 Date Purpose Amount Number Ni( e2 (vc,21 101..sc10 4.41441‘a I e.N.C:flq) Z 74.-Z qfYoo 1:2:4P7 ‘147 aL .7 f41 ri• 4,4440 eLat 01'44-.7 URBAN LOT RECORD Parcels covered by TOPOGRAPHY IMPROVEMENTS STREETS same homestead. Level Sidewalks Asphalt List High Curb & Gutter Concrete parcel numbers. Low City Water Brick Sanitary Sewer Gravel DRAINAGE Storm Sewer Dirt Good-Fair-Poor Nat'l Gas with alley LOCATION ZONING OR USE • Corner Lot Residential Commercial Inside Lot Dbl. Bung. Industrial Multi-Family General Desirability: Good Fair Poor Other: I AL PROPERTY RECORD AND APPRAISAL CARD OREET ADDRESS ASSESSMENT DIST. SCHOOL DIST. NO. 17— LOT 12 BLOCK 7 ° ADD. BUILDING PERMIT RECORD COUNTRY CLUB DI STRICT BROWN SECTION LAND VALUE COMPUTATIONS Frontage °igured Average Depth Unit Price Unit Percent Front. Ft. Price Top. Intl. Total C-'•:) I— - SALES INFORMATION Date Consideration Kind of Inst. Remarks .--i -q i: g-(.02,'‘OC- LD Contract for Deed held by: ASSESSMENT SUMMARY Valuation changes to be entered on next line. Indicate year and authority — Assessor, Final Equalized, Abatement, etc. EAR MARKET VALUE OF LAND MARKET VALUE OF STRUCTURES TOTAL MARKET VALUE FULL VALUE OF LAND FULL VALUE OF STRUCTURES TOTAL VALUE OF LAND AND STRUCTURES HOME- STEAD Yes No ASSESSED VALUES HOMESTEAD 25% REMAINDER EP 40% TOTAL 1#4 1150X1 J. ,i 4452cio 1,,iii, I i I' 1i 3 0. .4 41 lf 0,i 1" I 05sgi ,313 kilMMIIMIIIIIMIIIIMI I ,.A:-, 1.--) 3 ”:2Ari) I `i7; 0o 191 10S000 IN 9 .0 ,f51000 MIIIIN... •9 11x500, 43 i IME31 1111101111=1111=11111111111111111.1111M1111. 'if: I i 1 _d - 00 Wril.:4911111=11.1=MEMM 1111Ir I _ I _ I I I 1 1 _ II !I .____- Page 38 of 97 URBAN LOT RECORD General Desirability: Good Fair Poor 569'ger)/ 461800 / , CZ.2 • ,::;? — 2 -- 0 0 ,cf -,4-1-DENTIAL PROPERTY RECORD AND APPRAISAL CARD VI-REET ADDRESS ASSESSMENT DIST. SCHOOL DIST. NO. / 12 BLOCK 7 J- L.() - 3 COUNTRY CLUB DI nTRICT BROWN SECTION BUILDING PERMIT RECORD DRAINAGE Good-Fair-Poor LOCATION Corner Lot Inside Lot TOPOGRAPHY Level High Low Sanitary Sewer Multi-Family IMPROVEMENTS ZONING OR USE • Gravel Parcels covered by same homestead. List parcel numbers. Other: LAND VALUE COMPUTATIONS Frontage cigured Average Depth Unit Price Unit Percent Front. Ft. Price Top. Intl. Total SALES INFORMATION • Date Consideration Kind of Inst. Remarks Contract for Deed held by: LOT ADD Date Number uA23- e, • -7,42(o‘ z 76z Amount floo Purpose 44.e44e I 6,\)-\,c; far, eh, am, eLlx Sidewalks Curb 0. Gutter City Water Storm Sewer Nat'l Gas Residential Dbl. Bung. STREETS Asphalt Concrete Brick Dirt with alley Commercial Industrial ASSESSMENT SUMMARY Valuation changes to be entered on next line. Indicate year and authority — Assessor, Final Equalized, Abatement, etc. MARKET VALUE OF LAND MARKET VALUE OF STRUCTURES TOTAL MARKET , VALUE FULL VALUE OF STRUCTURES TOTAL VALUE HOME- OF LAND STEAD AND STRUCTURES HOMESTEAD 25% ASSESSED VALUES EAR Yes No REMAINDER @ 40% TOTAL 1983 lasmo 195 105c 9 IgeL? 1997 179B ,27=-17 277706 -4927(y) 1-923o 2,G1) / 900 4377a I OE 00 )(Sea) 0,501) 8.7369 it it 11 II FULL VALUE OF LAND '-' -4 7oo Page 39 of 97 nrl v-e-% au fr. N...; (-(3L421 &RD s Storm Sewer Nat'l Gas Residential Dbl. Bung. 1ESIDENTIAL PROPERTY RECORD AND APPRAISAL CARD Vif(REET ADDRESS )1-516 Wooddale Avenue ASSESSMENT DIST. SCHOOL DIST. NO. 1-7-- LOT 12 BLOCK 7 ADD. COUNTRY CLUB DI ---.TRICT BROWN SECTION BUILDING PERMIT RECORD Date Number w.23D- :2) 7G-2 Locoi lovsr,YrD 89.900 URBAN LOT RECORD TOPOGRAPHY IMPROVEMENTS Level High Low Sanitary Sewer Gravel DRAINAGE Good-Fair-Poor LOCATION ZONING OR USE Corner Lot Inside Lot Multi-Family 6,z(-).6 q 9-.25-kg Amount 44,6tere 164;t1,cpt\Q ,Ch bawz ec DX l•k Purpose Sidewalks Curb & Gutter City Water STREETS Asphalt Concrete Brick Dirt with alley Commercial Industrial Parcels covered by same homestead. List parcel numbers. General Desirability: Good Fair Poor Other: LAND VALUE COMPUTATIONS Frontage cigured Average Depth Unit Price Unit Percent Front. Ft. Price Top. Intl. Total SALES INFORMATION Date Consideration Kind of Inst. Remarks -e:1:3 5102 ,C) (J) Contract for Deed held by: -I ASSESSMENT SUMMARY Valuation changes to be entered on next line. Indicate year and authority — Assessor, Final Equalized, Abatement, etc. 'EAR MARKET VALUE OF LAND MARKET VALUE OF STRUCTURES TOTAL MARKET VALUE FULL VALUE OF LAND FULL VALUE OF STRUCTURES TOTAL VALUE OF LAND AND STRUCTURES HOME- STEAD Yes No ASSESSED VALUES HOMESTEAD 25% REMAINDER fp 40% TOTAL qi., fd5M a -34).77 4452610 1991 1O5ory) 277706 -4327od IRS 05000 38,--1340 492., .t T, • 1 .': i L irb 1997 10.5.00 43770 54 2 709 179g 105009 461309 .5R8Cr - 1 / I _ I 11 ii iII it ii II Page 40 of 97 Status within District: Pivotal Complementary Intrusion Photographs Roll#: Frame#: Surveyor: Lynne VanBrocklin Spaeth, Heritage Preservation Associates, Inc. Date: Summer, 1980 Page 41 of 97 Occupant: Condition: Owner: Use: V2_, 'F.-7.: Subsequent Owners: • rbc cc. S Definitive Style Features: Style: Ae Cc r) Edina Country Club District: Historic and Architectural Survey Form Summer, 1980 Address:"7"c"""-a-"A-e 21-4>ct° Parcel#: Lot: to Block: k C— • C C....,,•••••• Date of Construction: Architect/Builder.: Original Owner: —3c,‘„Ve.2z.-1,-o-L, Original Use: Historical Information (if available): \nos. le...Sr e 0,21/4. c~O`~\e ~ 0, C:VS ~(Ca 14,.c. e \ de 5, crawd \ c. •••••—k \ Number of Stories: ...7-Z 1-2. Roof Shape & Roofing Materials: Additions/Alterations: Setback from Sidewalk: Building Materials & Building Colors: cl-,r Scale: 1/4_, . Size & Spacing of Windows:4_,EA.,-\...,16...„„„... Size & Spacing of Doors: C-- Garage/Outbuildings: Distinctive Landscape Features: C:1-14<zah-c.Xa- • Comments: Page 42 of 97 February 11, 2025 Heritage Preservation Commission Emily Dalrymple, Assistant City Planner COA H-25-4, 4516 Wooddale Avenue- New Covered Entry Information / Background: The subject property, 4516 Wooddale Avenue, is located on the west side of Wooddale Avenue, south of Sunnyside Road and north of Bridge Street. The existing home on the lot is a two-story Garrison Revival home built in 1931. The certificate of appropriateness application is for a covered entry. This COA is for new plans for a previously approved covered entry that the heritage preservation commission approved July 2024. The July 2024 COA for a covered entry matched the building permit plans that were issued with a building permit September 2024. Staff was notified November 2024 that the project that was under construction did not match was approved with the COA. After review, staff notified the builder and that work on the project needed to stop. Either a new COA needed to be applied for, or the project needed to match what was approved by the HPC/plans reflected in the issued building permit. The HPC is asked to take action on the new design of the overhang. The change in the number of steps is outside the review of the HPC, and Hess Roise noted they are supportive of the design. Consultant Memo: See attached memo from Elizabeth Gales and Rachel Peterson, Hess, Roise and Company. Recommendation & Findings: The recommendation is to deny the newly designed covered entry per the design review by the city’s preservation consultants. The recommendation for denial is based on the following: •The new design of the covered entry places the line of the eave below the horizontal line created by the projecting second story. The second story overhang with a slight projection is a Page 43 of 97 STAFF REPORT Page 2 defining feature of the Garrison Revival style. The new eaves will not align with the other historic architectural features on the front façade. •The design does not meet guidelines B and I in the Country Club Plan of Treatment. B. The historic character of a property will be retained and preserved. The removal of distinctive materials or alteration of features, spaces, and spatial relationships that characterize a property will be avoided. I. New additions, exterior alterations, or related new construction will not destroy historic materials, features, and spatial relationships that characterize the property. The new work shall be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion, and massing to protect the integrity of the property and its environment. Page 44 of 97 Page 1 MEMO Date: 02/05/2025 To: Emily Dalrymple, City of Edina From: Elizabeth Gales and Rachel Peterson, Hess, Roise and Company Re: Certificate of Appropriateness Review – 4516 Wooddale Avenue Hess Roise has reviewed the Certificate of Appropriateness (COA) application for 4516 Wooddale Avenue in the Country Club Historic District using “Edina’s Historic Country Club District Plan of Treatment.” House The house is in the Garrison Revival style and is a contributing resource to the historic district. Character-defining features of 4516 Wooddale Avenue include: • Two-story building with a second-story overhang projecting slightly outward from the first floor. • Side-gabled roof. • Shallow eaves with little to no overhang on the gable ends. • Small one-story, side-gabled wing. • Multi-pane, double-hung sash windows with decorative shutters. Wider decorative molding surrounding the windows. • Georgian or Adam-inspired wood fanlight above the doorway surround and multi- paneled door. Overall, the building is simple in design, and this makes details like the multi-pane windows, exterior window trim, and decorative door surround more impactful on the historic character of the building. In all historic photos in the city’s file for the property show that the wood fanlight and a masonry stoop were present. The stoop has always been the width of the projecting bay that holds the entrance. The brick and stone currently on the stoop, including the knee walls, are not historic but are complimentary to the building’s historic character. Proposed Work Hess Roise reviewed a COA for proposed work on the front facade in June 2024, and recommended approval of a reconstructed masonry stoop and a new awning. The current COA includes modifications to the plans approved in June 2024: • Change the pitch of the roof on the new awning to try to match the pitch of the house’s roof. This will lower the eave line, and the fascia on the awning will be significantly Page 45 of 97 Page 2 lower. It will limit views of the historic fanlight from the public right-of-way. Wood columns are again proposed to support the awning. • The reconstructed masonry stoop will have the same footprint as the previous stoop, but the height of the stoop will change. There will be one less stair leading from grade up to the landing at the top of the stoop. The applicant notes that the change will “increase the depth of the top landing and lower the overall height to drain water away from the building.” The knee walls on the sides of the stoop will be rebuilt and will be wider than the previous stoop. It is understood that construction began using the modified plans before they were approved by the HPC, and work has temporarily stopped. The owners provided photographs that show how much of the fanlight will be visible from the public right-of-way with the partially built awning. The Plan of Treatment includes ten guidelines. The following are considered the most relevant to the proposed work. B. The historic character of a property will be retained and preserved. The removal of distinctive materials or alteration of features, spaces, and spatial relationships that characterize a property will be avoided. E. Distinctive materials, features, finishes, and construction techniques or examples of craftsmanship that characterize a property will be preserved. I. New additions, exterior alterations, or related new construction will not destroy historic materials, features, and spatial relationships that characterize the property. The new work shall be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion, and massing to protect the integrity of the property and its environment. J. New additions and adjacent new construction will be undertaken in such a manner that, if removed in the future, the essential form and integrity of the historic property and its environment will be unimpaired. Recommendation The new design for the stoop will maintain a width that has been used for several decades, and is complementary to the historic character of the house. It follows guidelines B, E, and I. The new design for the awning places the line of eaves below the horizontal line created by the projecting second story. The new eaves will also not align with other historic architectural features on the front facade, and will add another horizontal line to the front facade that will feel out of balance with the historic design of the house. Architectural balance was achieved in the design approved in June 2024. While the new awning design meets guidelines E and J, it does not meet guidelines B and I. Hess Roise recommends approval of the proposed stoop design at the front entrance. We recommend denial of the new awning design. Page 46 of 97 Page 47 of 97 Page 48 of 97 Page 49 of 97 Page 50 of 97 4516 Wooddale Ave An American Colonial Revival with New England Colonial Revival Influence June 4, 2024 Explanation & Narrative We are proposing a new front entry at 4516 Wooddale Ave. A new medium pitched gabled front entry is designed with historic characteristics of the American Colonial Home. The interior ceiling space is vaulted to preserves the wood clad fan-shaped pediment while adding protection for the building and its guests. Symmetrical columns support the new gable roof and provide an architectural balance. The overall size of the existing stoop does remain intact but finished with a bluestone top. Each side buttress is widen and finished with matching masonry to formally center each column and accentuate the homes historic presence. Lighting will be removed from the front walls and replaced as a pendant light from inside the new roof. Roofing materials will match existing. Sincerely, Scot Waggoner wb builders 3812 W. 51st St Minneapolis, MN 55410 612-965-2655 Page 51 of 97 Page 52 of 97 A12CANTILEVER(CANTILEVER)11' - 5 13/16"1' - 11"6' - 0"16' - 3 3/8"9' - 7 1/2"1' - 5"2' - 10"6' - 1 1/2"14' - 3 1/2"26' - 7 3/16"5' - 1"4' - 9 1/2"(RM. NOT MEAS.)(RM. NOT MEAS.)4' - 8 3/8"DINING ROOM111LIVING ROOM112OFFICE113FRONT ENTRY1167' - 1"EXG3A1VAULTEXG STOOPTO REMAIN MODIFY STEPS AND BRICK AS REQUIREDROOF LINE ABV.6' - 10"10"X10" COL.11' - 6"EQEQEQEQ10"X10" COL.5' - 4"REPLACE EXG LIMESTONE TOP WITH BLUESTONE1WALL AND PARTITION KEYEXISTING WALLS TO REMAIN.WALLS AND PARTITIONS TO BE REMOVED.10" COL.EXG SUNBURSTBEYOND2'-4" V.I.F6'-10" V.I.F2'-4" V.I.F11' - 6 1/2"EQEQEQEQ6" 1'-0"FASCIA/TRIMTO MATCH EXGEXG DOOR TO BE REPLACED, W/ MAHOGANY UNIT WITH PTD 1/2 GLASS SIDELIGHTS AND A MAHOGANY STAINED DOOREXG STOOP TO REMAIN MODIFY STEPS AND BRICK AS REQUIREDREPLACE EXG LIMESTONE TOP WITH BLUESTONE119' - 0 3/4"11' - 6"5' - 4"ASPHALTSHINGLES61 SFCOL. BELOWTYP.Project numberDateDrawn byChecked byRevision ScheduleCOPYRIGHT 20242570 Aldine St. Roseville, MN 55113701.320.6065 Justin.Roland.Hayes@gmail.comI certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the state of MinnesotaJustin R HayesDateReg. No. 5498606/30/2024scot@wbbuilders.com612-222-63103812 W. 51st St Minneapolis, MN 55410612-965-26556/26/2024 9:43:30 PMA1STOOP PLAN, ELEV.SECTION ANDNOTES24-11STOTT RESIDENCE06/26/24JHJHCOA SUBMITTAL4516 Wooddale Ave,Edina, MN 554241/4" = 1'-0"A11MAIN FLOOR1/4" = 1'-0"A12EAST ELEV.1/4" = 1'-0"A13SECTIONNo. Description Date1 COA COMMENTS 06.27.241/4" = 1'-0"A14MAIN FLOOR - DEMO PLAN1/4" = 1'-0"A15ROOF PLANPage 53 of 97 DYHS22.128.122.128.111.94.713.31.011.51.012.813.43.11.014.53.03.73.020.37.61.75.81.77.627.01.84.714.85.611.917.3N84°21'53"E144.72 MEAS. (144.6 PLAT)139.23 MEAS. (139.45 PLAT)S84°17'46"W80.00 MEAS. (80 P LAT) N05°53'53"WL=80.00 MEAS. (L=80 PLAT)R=5847.00 Δ=84°21'53"39.73333WOODDALE AVENUECONCRETE WALKSHARED CONCRETE DRIVEWAYSHARED CONCRETE DRIVEWAYASPHALT ROADWAYCONCRETE WALKCONCRETE DRIVEWAYCONCRETE DRIVEWAYCONCRETECOVERED PORCHSTOOP#4514GARAGEGARAGEGARAGEFLOOR=900.0#4516 WOODDALE AVE.FIRST FLOOR=901.1#4518BRICK PAVER WALK#106ARBORVITAE ROWARBORVITAE#107#108#105#104#103#100#101#102TREE INVENTORYTREE NO. SPECIES D.B.H. HEIGHT100 ELM 12"101102 POPLAR 10"103 MAPLE 24"104 REDBUD 6"105 CHERRY 6"ELM 12"106 HACKBERRY 30"107 HEMLOCK 6"108 MAPLE 8"CLASSIFICATIONREMOVABLEPROTECTEDPROTECTEDREMOVABLEREMOVABLEC.R.Z.R=18'R=9'R=45'R=9'R=12'R=18'R-=15'TREE PLAND.B.H. = Diameter at Breast HeightC.R.Z. = Critical Root Zone26.5'PROTECTEDPROTECTEDPROTECTEDPROTECTED R-=36'R-=9'SITE BENCHMARK ID#359:T.N.H.=897.55SAN M.H.=894.29895.9TC895.6TC895.6TC895.4TC895.1TC895.9895.8895.4895.2897.3898.0899.2897.7897.9897.2895.6895.7899.2898.5PROPERTY DESCRIPTION1" = 10'GUSSCALEDRAWNREFERENCE4516 Wooddale Ave.Edina, MN 55424SITE ADDRESSSITE BENCHMARKID No. 359: T.N.H. at the northeast corner of Wooddale Ave. and Bridge St. Elevation = 897.55.ID No. 360: T.N.H. on the east side of Wooddale Ave. 450' north of Bridge St. Elevation = 899.62.Lot 12, Block 7, COUNTRY CLUB DISTRICT BROWN SECTION,Hennepin County, Minnesota.05-28-2024I hereby certify that this survey, plan, or report was prepared by me or under mydirect supervision and that I am a duly registered Land Surveyor under the laws ofthe State of Minnesota.Woodrow A. Brown, R.L.S. MN REG 15230W. BROWN LAND SURVEYING, INC.Dated:site plan for landscaping for:WB BUILDERSSCALE IN FEET1001020NWBBloomington, MN 55425Email: INFO@WBROWNLANDSURVEYING.COMPh: (952) 854-4055WBROWNLANDSURVEYING.COMW. BROWN LAND SURVEYING, INC.8030 Old Cedar Avenue So., Suite 2281 of 1 24x36177-24191/3JOB NO.BOOK/PAGESHEETGENERAL NOTES:· Existing building dimensions are measured to siding and not building foundation.· No title commitment was provided and no research was performed for any easementsnot shown on this survey.· Location of utilities shown are from observed evidence in the field and/or plansfurnished by others and are considered approximate. Gopher State One Call or aprivate utility locator should be contacted to locate utilities on site before excavation.LOT AREA CALCULATION:Lot Area = 11,353 SFEXISTING BUILDING COVERAGE:House w/ Cantilevers = 1,981 SFStoop = 60 SFCovered Porch = 143 SFDetached Garage = 621 SFTotal = 2,805 SFExisting Building Coverage = 24.7%EXISTING IMPERVIOUS SURFACE:House w/ Cantilevers = 1,981 SFCovered Porch = 143 SFDetached Garage = 621 SFFront Concrete Walk, Stoop = 290 SFConcrete at Garage = 258 SFPaver/Stone Walks = 217 SFConcrete Portion of Driveway = 449 SFPaver Driveway, Patio = 1,600 SFTotal = 5,559 SFExisting Impervious Surface = 49.0%NOTE:25% Maximum Allowable Building Coverage50% Maximum Allowable Impervious SurfaceREMARKSDATEREVISIONSLEGENDFence2' High Decorative WallSanitary ManholeWater Shutoff ValveExisting ElevationPower PoleGas MeterHydrantTop of Curb ElevationDYHFound Iron Monument Existing Contour900Top of Wall Elevation900.0900.0TC900.0TWSA/CAir Conditioning Unit1.2± 1.9±0.5±3.7 PROPERTY CORNER NOT SETDUE TO DEBRISA/CA/CCANTILEVERCANTILEVER899.6899.6899.325.0 3.7 3.843.95.89.5 5.2 14.3 20.538.47.0 7.7 23.5 20.8 11.4 38.43.6 19.4 15.0 35.37.3899.7899.5899.7898.5900.8900.7900.9899.2899.3898.7898.9900.2899.9898.3898.6899.5898.5898.1899.1899.5899.5899.6WATER SHUTOFF=894.92PROPERTY CORNER NOT SETIN CONCRETE DRIVEWAY899.9899.68988969008978999019019009009 0 0 9008 9 9 89989989589689 8897896898897899898896897899 900STONE WALKWINDOW WELLLOW OPENING SILL=898.4WINDOW WELLLOW OPENING SILL=897.9PROPOSEDDRIVEWAYPROPOSEDPATIOPROPOSEDWALKPROPOSEDPERGOLAPATIOPROPOSED AREA CALCULATION:Lot Area = 11,353 SFPROPOSED BUILDING COVERAGE:House w/ Cantilevers = 1,981 SFStoop = 60 SFCovered Porch = 143 SFDetached Garage = 621 SFTotal = 2,805 SFExisting Building Coverage = 24.7%PROPOSED IMPERVIOUS SURFACE:House w/ Cantilevers = 1,981 SFCovered Porch = 143 SFDetached Garage = 621 SFFront Concrete Walk, Stoop = 290 SFConcrete at Garage = 258 SFPaver/Stone Walks = 217 SFDemo Portion of Stone Walks = -34 SFConcrete Portion of Driveway = 449 SFProposed Paver Driveway, Patio = 1,340 SFProposed Pergola Patio = 222 SFTotal = 5,487 SFExisting Impervious Surface = 48.3%NOTE:25% Maximum Allowable Building Coverage50% Maximum Allowable Impervious Surface13-24REMOVE7.6899.9899.1899.9899.9899.9899.6899.1898.5900.8900.5900.3900.0899.0898.5899.9899.6899.5899.4899.9899.8900.2899.7900.4900.5900.0900.0898.5899.6899.6900.2900.1899.8900.5900.2900.0899.6899.8900.0899.8899.6899.7899.9899.9900.0899.8899.8899.7899.9898.8900.1900.0900.1899.5900.1901.1901.1900.3899.1900.1899.5899.7899.7899.0899.8899.7900.05.311.54.831.73.0ADD DIMENSIONS TO EXISTING STRUCTURES - UPDATE PROPOSED CALCS06-05-2024PROPOSED COVERED ENTRYOVER EXISTING STOOP33.2Page 54 of 97 DYHS22.128.122.128.111.94.713.31.011.51.012.813.43.11.014.53.03.73.020.37.61.75.81.77.627.01.84.714.85.611.917.3N84°21'53"E144.72 MEAS. (144.6 PLAT)139.23 MEAS. (139.45 PLAT)S84°17'46"W80.00 MEAS. (80 P LAT) N05°53'53"WL=80.00 MEAS. (L=80 PLAT)R=5847.00 Δ=84°21'53"39.73333WOODDALE AVENUECONCRETE WALKSHARED CONCRETE DRIVEWAYSHARED CONCRETE DRIVEWAYASPHALT ROADWAYCONCRETE WALKCONCRETE DRIVEWAYBRICK PAVER DRIVEWAYBRICK PAVERPATIOBRICK PAVERPATIOCONCRETE DRIVEWAYCONCRETECOVERED PORCHSTOOP#4514GARAGEGARAGEGARAGEFLOOR=900.0#4516 WOODDALE AVE.FIRST FLOOR=901.1#4518BRICK PAVER WALKSTONE WALK#106ARBORVITAE ROWARBORVITAE#107#108#105#104#103#100#101#102TREE INVENTORYTREE NO. SPECIES D.B.H. HEIGHT100 ELM 12"101102 POPLAR 10"103 MAPLE 24"104 REDBUD 6"105 CHERRY 6"ELM 12"106 HACKBERRY 30"107 HEMLOCK 6"108 MAPLE 8"CLASSIFICATIONREMOVABLEPROTECTEDPROTECTEDREMOVABLEREMOVABLEC.R.Z.R=18'R=9'R=45'R=9'R=12'R=18'R-=15'TREE PLAND.B.H. = Diameter at Breast HeightC.R.Z. = Critical Root Zone26.5'PROTECTEDPROTECTEDPROTECTEDPROTECTED R-=36'R-=9'SITE BENCHMARK ID#359:T.N.H.=897.55SAN M.H.=894.29895.9TC895.6TC895.6TC895.4TC895.1TC895.9895.8895.4895.2897.3898.0898.5900.8900.5900.3900.0899.2897.7899.0898.5897.9897.2895.6895.7899.9899.6899.5899.4899.9899.2898.5PROPERTY DESCRIPTION1" = 10'CMESCALEDRAWNREFERENCE4516 Wooddale Ave.Edina, MN 55424SITE ADDRESSSITE BENCHMARKID No. 359: T.N.H. at the northeast corner of Wooddale Ave. and Bridge St. Elevation = 897.55.ID No. 360: T.N.H. on the east side of Wooddale Ave. 450' north of Bridge St. Elevation = 899.62.Lot 12, Block 7, COUNTRY CLUB DISTRICT BROWN SECTION,Hennepin County, Minnesota.01-25-2024I hereby certify that this survey, plan, or report was prepared by me or under mydirect supervision and that I am a duly registered Land Surveyor under the laws ofthe State of Minnesota.Woodrow A. Brown, R.L.S. MN REG 15230W. BROWN LAND SURVEYING, INC.Dated:EXISTING CONDITION SURVEY for:WB BUILDERSSCALE IN FEET1001020NWBBloomington, MN 55425Email: INFO@WBROWNLANDSURVEYING.COMPh: (952) 854-4055WBROWNLANDSURVEYING.COMW. BROWN LAND SURVEYING, INC.8030 Old Cedar Avenue So., Suite 2281 of 1 24x3613-24191/3JOB NO.BOOK/PAGESHEETGENERAL NOTES:· Existing building dimensions are measured to siding and not building foundation.· No title commitment was provided and no research was performed for any easementsnot shown on this survey.· Location of utilities shown are from observed evidence in the field and/or plansfurnished by others and are considered approximate. Gopher State One Call or aprivate utility locator should be contacted to locate utilities on site before excavation.LOT AREA CALCULATION:Lot Area = 11,353 SFEXISTING BUILDING COVERAGE:House w/ Cantilevers = 1,981 SFStoop = 60 SFCovered Porch = 143 SFDetached Garage = 621 SFTotal = 2,805 SFExisting Building Coverage = 24.7%EXISTING IMPERVIOUS SURFACE:House w/ Cantilevers = 1,981 SFCovered Porch = 143 SFDetached Garage = 621 SFFront Concrete Walk, Stoop = 290 SFConcrete at Garage = 258 SFPaver/Stone Walks = 217 SFConcrete Portion of Driveway = 449 SFPaver Driveway, Patio = 1,600 SFTotal = 5,559 SFExisting Impervious Surface = 49.0%NOTE:25% Maximum Allowable Building Coverage50% Maximum Allowable Impervious SurfaceREMARKSDATEREVISIONSLEGENDFence2' High Decorative WallSanitary ManholeWater Shutoff ValveExisting ElevationPower PoleGas MeterHydrantTop of Curb ElevationDYHFound Iron Monument Existing Contour900Top of Wall Elevation900.0900.0TC900.0TWSA/CAir Conditioning Unit1.2± 1.9±0.5±2' HIGHDECORATIVE WALL3.7 PROPERTY CORNER NOT SETDUE TO DEBRISA/CA/CCANTILEVERCANTILEVER899.6899.6899.325.0 3.7 3.843.95.89.5 5.2 14.3 20.538.47.0 7.7 23.5 20.8 11.4 38.43.6 7.6 19.4 15.0 35.37.3899.7899.8899.5899.7900.2899.7900.4900.5900.0900.0899.9898.5898.5899.6900.8900.7900.9899.2899.3898.7898.9900.2899.9898.3898.6899.5898.5898.1899.1899.5899.6900.2900.1899.8900.5900.2900.0899.1899.6899.8900.0899.9899.8899.6899.7899.9899.9900.0899.8899.8899.7899.9899.9899.9898.8899.6899.1899.5900.1900.0900.1899.6899.5900.1901.1901.1900.3899.1900.1899.5899.7899.7WATER SHUTOFF=894.92STONE WALKPROPERTY CORNER NOT SETIN CONCRETE DRIVEWAY899.0899.8899.7899.9899.68988969008978999019019009009 0 0 9008 9 9 89989989589689 8897896898897899898896897899 900STONE WALK900.0WINDOW WELLLOW OPENING SILL=898.4WINDOW WELLLOW OPENING SILL=897.9add stoop to building coverage calc06-05-20244.831.73.05.311.5Page 55 of 97 A12 CANTILEVER(CANTILEVER) 11' -5 13/16"1' -11"6' - 0" 16' - 3 3/8"9' -7 1/2"1' - 5"2' - 10" 6' - 1 1/2" 14' -3 1/2" 26' - 7 3/16" 5' - 1"4' - 9 1/2" (RM. NOT MEAS.) (RM. NOT MEAS.) 4' - 8 3/8" DINING ROOM111 LIVING ROOM 112 OFFICE 113 FRONT ENTRY 1167' -1"EXG 3 A1 VAULT EXG STOOPTO REMAIN MODIFYSTEPS AND BRICKAS REQUIRED ROOF LINE ABV.6' - 10" 10"X10" COL.11' - 6"EQ EQEQ EQ 10"X10" COL.5' - 4" REPLACE EXG LIMESTONETOP WITH BLUESTONE 1 WALL AND PARTITION KEY EXISTING WALLS TO REMAIN. WALLS AND PARTITIONS TO BE REMOVED. 10" COL. EXG SUNBURSTBEYOND 2'-4" V.I.F6'-10" V.I.F2'-4" V.I.F 11' - 6 1/2" EQ EQ EQ EQ 6" 1'-0" FASCIA/TRIMTO MATCH EXG EXG DOOR TO BE REPLACED, W/MAHOGANY UNIT WITH PTD 1/2 GLASSSIDELIGHTS AND A MAHOGANYSTAINED DOOR EXG STOOP TO REMAINMODIFY STEPS AND BRICK ASREQUIRED REPLACE EXG LIMESTONE TOPWITH BLUESTONE 1 1 9' - 0 3/4"11' - 6"5' - 4" ASPHALTSHINGLES 61 SF COL. BELOW TYP. Project number Date Drawn by Checked by Revision Schedule COPYRIGHT 20242570 Aldine St.Roseville, MN 55113 701.320.6065Justin.Roland.Hayes@gmail.com I certify that this plan, specification, or report was prepared by me or under mydirect supervision and that I am a duly registered architect under the laws ofthe state of Minnesota Justin R Hayes Date Reg. No. 5498606/30/2024 scot@wbbuilders.com612-222-6310 3812 W. 51st StMinneapolis, MN 55410 612-965-2655 6/26/2024 9:43:30 PM A1 STOOP PLAN, ELEV. SECTION AND NOTES 24-11 STOTT RESIDENCE 06/26/24 JH JH COA SUBMITTAL 4516 Wooddale Ave,Edina, MN 55424 1/4" = 1'-0" A1 1 MAIN FLOOR 1/4" = 1'-0"A1 2 EAST ELEV. 1/4" = 1'-0"A1 3 SECTION No.Description Date 1 COA COMMENTS 06.27.24 1/4" = 1'-0"A1 4 MAIN FLOOR - DEMO PLAN 1/4" = 1'-0"A1 5 ROOF PLAN 9/24/2024 ED215941 Tedd Nelson PERMIT SUBMITAL FRONT ENTRY & STOOPELEVATION & SECTION Page 56 of 97 BOARD & COMMISSION ITEM REPORT Date: February 11, 2025 Item Activity: Action Meeting: Heritage Preservation Commission Agenda Number: 6.3 Prepared By: Emily Dalrymple, Assistant City Planner Item Type: Report & Recommendation Department: Community Development Item Title: COA: H-25-2, 4617 Casco Avenue-New Detached Garage Action Requested: Approve the COA request for a new detached garage. Information/Background: The subject property, 4617 Casco Avenue, is located on the east side of Casco Avenue, north of Country Club Road and south of Bridge Street. The existing house on the lot is a two story, Tudor Revival style house that was built in 1930. The applicant is requesting a certificate of appropriateness for removing the existing detached two car garage and rebuilding a new detached garage. The existing detached garage on the subject property was built in the late 1960’s, after the period of significance in the district. Public Input on Better Together Supporting Documentation: 1. Applicant Submittal 2. Rectangular Window 3. Staff Report 4. Consultant Memo 5. Assessing File Photos Page 57 of 97 7303 Oxbow Creek Circle Minneapolis, MN 55445 612-242-2017 Lic. #BC631585 Date: January 6, 2025 To Whom it May Concern: My clients (Paul and Kathy Stahler) are looking to do a rebuild for their existing garage. The existing garage as it stands now has a failing foundation and other damage. Paul and Kathy would like to remove the failed foundation and lay a new foundational slab. They would like to rebuild the garage structure on the new foundation slab. The footprint will be maintained at the exact same dimensions. Therefore, there will be no change in the impervious surface percentage from the current conditions. The setbacks as recorded today will be maintained as well. The only proposed change would be in the height of the rebuilt garage structure to maximal allowable height, 18 feet, to provide additional storage above in the garage. We have attached photos of the existing garage along with the neighboring garages for reference. Thanks, Scott Bjorkstrand, Bjork Construction Paul and Kathy Stahler, Property Owners Page 58 of 97 SHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.MURPHY&CODISTINCTIVE RESIDENTIAL ARCHITECTUREMURPHY & CO. DESIGN235 LAKE ST EAST, SUITE 301, WAYZATA MN 55391612-470-5511StahlerResidence4617 Casco AveEdina, MN 5542423-143-GSeptember 24, 2024 [Preliminary]Title Sheet(General Notes/ Sheet Index)A001AbbreviationsA.B.Anchor boltAbv.AboveACAcousticalA/CAir conditioningAddl.AdditionalAdj.AdjustableAdminAdministrationA.F.F. Above finish floorAgg.AggregateAlt.AlternateAlumAluminumAnch.Anchor, anchorageA.P. Access panelAppd.ApprovedApprox.ApproximateArchArchitect, architecturalAutoAutomaticAvg.Average&And@AtABdBoardBel.BelowBev.BevelBit.BituminousBlkBlock, blockingBldgBuildingBMBeamB.O.Bottom ofBtmBottomBrgBearingBrkBrickBsmtBasementB.S.Both sidesB.T.U.British thermal unitBtwnBetweenBCab.CabinetCap.CapacityCer.CeramicC.F.Cubic foot, feetChan.ChannelCir.CircleC.I.P.Cast in placeCirc.CircumferenceC.J.Control jointCkCaulk, caulkingClgCeilingClo.ClosetClrClearClsClear, clearanceC.M.U.Concrete masonry unitC.O.Clean outCol.ColumnConc.ConcreteConn.ConnectionConst.ConstructionCont.Continue, continuousContr.ContractorCoord.CoordinateCptCarpet, carpetedC.S.CountersinkCsmtCasementC.T.Ceramic tileCtr.CenterC.W.Cold waterC.Y.Cubic yard, yardsCDDeep, depthDblDoubleDeg.Degree, degreesDemoDemolish, demolitionDeprDepress, depressedDept.DepartmentDet.DetailDia.DiameterDiag.DiagonalDimDimensionD.L.Dead loadDnDownDODittoDrDoorD.S.Down spoutDwgDrawingDwlDowelDEEastEa.EachE.Expansion jointE.I.F.S.Exterior insulationand finish systemElElevationElec.Electric, electricalElev.ElevatorEmer.EmergencyEncl.Enclose, enclosureEng.EngineerE.P.D.M.Ethylene propylenediene terpolymerEq.EqualEquip.EquipmentEst.EstimateE.W.C.Electric water coolerExhExhaustExist.ExistingExp.ExpansionExt.ExteriorEFabFabricate, fabricationF.F.Face frameF.d.Floor drainFdnFoundationFin.Finish, finishedFlFloorFlashFlashingFlexFlexibleFlgFlangeFlourFluorescentFrFrame, framed, framingFtFoot, feetFtgFootingFurFurred, furringFutFutureFGaGaugeGalv.GalvanizedG.C.General contractorGdGrade, gradingGlGlass, glazingGrGradeGyp. bd.Gypsum boardGyp. shtgGypsum sheathingGHgtHeightH.B.Hose bibH.C.Handicap,HandicappedHDHeadHdw.HardwareH.M.Hollow metalHoriz.HorizontalH.P.High pointHrHourHtgHeatingHVACHeating/venting airconditioningHot waterHwd.Hard woodHI.D.Inside diameterI.F.Inside faceInInch, inchesIncl.Include, includingInfo.InformationInsul.InsulationInt.InteriorI.S. InsideISOPolyisocyanurateIJst. JoistJt.JointJKit.KitchenK.O.Knock outKLLengthLamLaminate, laminatedLB L.H.Pound, poundsLeft handLib.LibraryLin.LinearL.L.Live loadLoc.Locate, locationL.P.Low pointLt.LightLtg.LightingLMatl.MaterialMan.ManualMas.MasonryMax.MaximumMech.MechanicalMed.MediumMemb.MembraneMfg.ManufacturerMil.MillimetersMin.MinimumMisc.MiscellaneousM.L.Match lineM.R.Moisture resistantM.O.Masonry openingMtd.MountedMtl.MetalMullMullionMNNorthN/ANot applicableN.I.C.Not in contractNo.NumberNom.NominalN.T.S.Not to scaleNO.A.OverallO.C.On center, centersO.D.Outside diameterO.F.Outside faceO.H.Over headOpngOpeningOpp.OppositeOz.Ounce, ouncesOPar.ParallelPbd.Particle boardP.C.Precast concretePerf.PerforatedPerim.PerimeterPerp.PerpendicularPLPlateP.L.Property linePLam.Plastic laminatePlas.PlasterPlbg.PlumbingP.L.F.Pounds per lineal feetPlwd.PlywoodPnl.PanelPnt.PaintPol.Polish, polishedPolyPolyethylenePr.PairPrelim.PreliminaryPrefab.PrefabricatedPrep.Prepare, preparationPres.PressureProj.ProjectionPSFPound per square feetPSIPound per square inchPTPointP.T.Post tensionedPTNPartitionPVCPolyvinyl chloridePQ.T.Quarry tileQty.QuantityQRRiser, risersRad.RadiusR.C.P.Reflected ceiling planR.D.Roof drainR.D.L.Roof drain leaderRev.Revised, revisionRecp.ReceptacleRef.ReferenceRefl.Reflect, reflectedReg.RegisterReinf.Reinforce, reinforcingRem.RemoveReqd.RequiredR.H.Right handRMRoomR.O.Rough openingR.O.W.Right of wayR.P.Radius pointRRRailroadR.P.M.Revolution per minuteR.T.U.Roof top unitR.W.C.Rainwater conductorRSSouthSched.ScheduleSect.SectionS.F.Square foot, feetSgl.SingleSht.SheetShtg.SheathingS.I.Square inch, inchesS.I.P.Structural insulated panelSim.SimilarS.L.Snow loadSlnt.SealantS.O.G.Slab on gradeSpec.SpecificationS.P.R.Single ply roofingSq.SquareS & RShelf and rodS.S.Stainless steelStd.StandardStl.SteelStor.StorageStruct.StructuralSusp.Suspend, suspendedS.Y.Square yardsSym.SymmetricalST TreadTel.TelephoneTerm.Terminate, terminalTemp.TemporaryTempr.TemperatureT.F.E.Top of footing elevationT&GTongue and grooveThk.ThickThruThroughT.L.Total loadT.S.Tube steelT.S.E.Top of steel elevationT.V.TelevisionTyp.TypicalTU.L.Underwriters laboratoryUnexc.UnexcavatedUnfin.UnfinishedU.N.O.Unless noted otherwiseUtil.UtilityUV.B.Vapor barrierVert.VerticalVWWestWWidthW/WithWDWoodWDWWindowWHTRWater heaterW/OWithoutWPWaterproofingW.P.Working PointWTWeightW.W.F.Welded wire fabricWYd.YardYr.YearYGeneral Notes1.All work is to be done in accordance with local, state and national codes havingauthority over the project.2.The contractor shall verify all dimensions, elevations and site conditions beforestarting work. Notify the owner and designer immediately and in writing of anydiscrepancies or necessary modifications prior to proceeding with the work. If thecontractor or sub-contractor(s) does not have sufficient knowledge in a specific fieldor situation, it is recommended that third party professional consultation or servicesbe obtained.3.All survey data, soil data, mechanical, electrical, structural, reinforced concrete, trussand girder design and engineering of systems, sizes and layouts shall be by therespective subcontractor and/or supplier of those systems or by other necessaryconsultants and shall be coordinated by the general contractor. Information shown inregard to these concerns is only diagrammatic and is intended to provide anindication of the design intent only. Use of consultant data by Murphy & CompanyDesign does not infer or endorse the accuracy of the data. Each consultant andcontractor shall be responsible for the correctness and accuracy of data supplied bythe respective consultant or contractor.4.Any omissions or conflicts between the various elements of the drawings and/orspecifications shall be brought to the attention of the owner and designer andresolved before proceeding with any work involved.5.Supplemental and clarification drawings shall be issued by the project designer andproject consultant as required by project conditions. These drawings shall takeprecedence over the original contract documents. Contractor shall inform projectdesigner and/or consultant of construction coordination discrepancies generated byissuance of supplemental/clarification drawings.6.The contractor shall not determine dimension of work by scale or rule but shallfollow figure dimensions at all times.7.The contractor shall supply all material, appliances, tools, labor and servicesnecessary to complete the work in every respect according to these drawings.8.The contractor is to be responsible for keeping the site free of all rubbish and debris,and in a neat and orderly condition, at all times.9.The contractor shall be responsible for initiating, maintaining and supervising allsafety precautions and programs in connection with the work.10.The contractor is responsible for the protection of existing areas in operation duringconstruction and shall repair any damages by them at no cost to the owner. Suchareas include but are not limited to trees (and root structure), concrete walkways,driveways, landscaping.11.The contractor shall submit for approval all shop drawings for review and approval.12.All work shall be erected and installed plum, level, true and in proper alignment.13.Final product operation, durability and overall quality is the responsibility of thecontractor.14.The contractor shall provide the owner with all applicable certificates of insurance,general liability and workman's compensation insurance and comply with theamounts of such insurance coverage required.15.The contractor shall maintain a complete and up-to-date set of construction drawingsand specifications on the job site at all times.16.Notes and details on the architectural drawings take precedence over these Generalnotes. Typical details shall be used whenever applicable.17.Murphy & Co Design is committed to thorough and quality documentation based onknowledge, experience, statements and instructions. There are times, however thatothers will provide on-site consulting, supervision and construction control withdifferent knowledge, experience and instructions involved in this project; therefore,there cannot be any warranty, expressed or implied, with respect to the content oruse of this plan, including but not limited to any warranty of merchantability orfitness of construction, durability, function, safety, or hazards pre- orpost-construction, or any liability for any errors or omissions due to incorrectinformation shown on these drawings.Material LegendConcreteConcreteMasonry UnitsEarthStuccoRigid InsulationFinish WoodBrick/ SoneSteelPlywoodBatt InsulationBlown InsulationSpray FoamInsulationLoose FillConcreteConcreteMasonry UnitsEarthStucco/ Plaster/Gypsum boardRigid InsulationBrick/ SoneBlown InsulationSpray FoamInsulationLoose FillWood FramingWood FramingLarge scaleAll material patterns shown are typical unless notedotherwise. Additional material patterns may be usedwithin these drawings, refer to notation for identificationSmall scaleSymbol Legend17A121A62A916A12Top of typ.Main level subfloor Scale:14" = 1'-0" 5 A6Exterior Elevations West WallScale:14" = 1'-0" Main Level PlanWest WallFinished Area = 16,125 sq. ft.Drawing TitlesExterior ElevationReferenceBuilding SectionReferenceDetail Reference (cut)Detail Reference (area)Eleveation ReferenceBreak LineInterior ElevationReferenceDrawingnumberSheetnumberDirectionof viewDrawingnumberDirectionof cutLocationof sectionSheet numberDrawingnumberLocationof cutSheetnumberDrawingnumberAreadetailedSheetnumberElevationdescriptionLine of breakDrawing titleDrawingscaleAdditional notesLocationinformationLocationinformationDrawing titleDrawing scaleDrawing numberSheet numberDrawingnumberSheet numberDirectionof view12A25Sheet IndexA001Title Sheet (General Notes / Sheet Index)A101Main Level, Attic Level, & Roof PlanA201Building Sections & DetailsA202Exterior ElevationsSheet #DescriptionXXXXSeptember 24, 2024 [Preliminary]Typical Construction Notes:Exterior Wall Construction-Exterior finish - see exterior elevations-Cement-based stucco exterior finish-I.c.f.wall (unless noted otherwise) - see plans for thickness-Moisture control system-"MTI" Sure Cavity or "Benjamin Obdyke" Home Slicker - verify w/ contractor-2 layers type "d" felt paper - paper to be "Fortifiber" Jumbo-Tex 60 min. (or approved equal)-12" plywood wall sheathing-2x6 studs @ 16" o.c. (unless noted otherwise)-Spray in place polyurethane rigid closed cell foam insulation (R-22 min.) "Comfort Foam" or equal-5/8" gyp. bd on interior (unless noted otherwise)-Interior paints to be non-vapor barrier type-Fiberglass batt insulation (5 12" thick, R-21 min.)-4 mil poly vapor barrierRim Joist / Sill Construction-Spray in place polyurethane closed cell foam insulation (4" thick min.) "comfort foam" or equal-2x treated sill plate (unless noted otherwise)-Sill sealer-Anchor bolts - see structuralFloor Construction-Finish floors to align - see plans and detail-34" t&g plywood subfloor (glue & screw)-2x engineered floor trusses - see structural-2x hand framing if required - see structural-Alternate for sound insulation at floor system at select locations (verify locations w/ owner prior to sheetrocking).Interior Partition Construction-12" gyp. board @ each side (unless noted otherwise)-2x4 or 2x6 studs @ 16" o.c. (unless noted otherwise)-2x6 walls @ pocket door locations (unless noted otherwise)Foundation Construction-Concrete block foundation (unless noted otherwise) - see plans for thickness-8" high block with 38" mortar joints-Tool all joints receiving dampproofing and interior walls-I.C.F.foundation (unless noted otherwise) - see plans for thickness-Reinforced poured concrete "Thermomass" foundation (unless noted otherwise)-Reinforced poured concrete foundation (unless noted otherwise) w/ R-10 min. exterior rigid insulation as shown - seeplans for notes-Waterproofing to be "Tremco" Tuff-n-Dri XTS or equal on all walls below grade (run down walls and over footings)-Exterior foundation wall insulation to be "Tremco" Warm-n-Dri foundation board-2" - 2 12" rigid insulation below lowest level floor elevation (align w/ foundation board above)-Reinforced concrete footings - see structural for sizes and reinforcing-4" diameter perforated plastic draintileLower Level Furring-Moisture Barrier-2x4 furring (unless noted otherwise) @ 16" o.c. - hold 1" away from foundation wall-Spray in place polyurethane closed cell foam insulation (3 12" thick)-12" gyp. board (unless noted otherwise)Lower Level Floor Construction-4" concrete slab w/ 6x6 10/10 wwf (flat panels) over-2" rigid insulation (rigid insulation only @ areas w/ in-floor heat - see plan notes for locations) over -"Tu-tuff" #4cross-laminated vapor barrier (or approved equal) - lap joints 12" min. & tape joints (seal joint between slab &foundation wall w/ caulking) over-6" granular fillProposed Detached Garage forKathy & Paul StahlerEdina, MinnesotaLocated inPage 59 of 97 16'-0" w. x 8'-0" h. o.h. door w/perimeter weatherstrippingAudi S4Toyota HighlanderAladdin ASL-500storage lift abv.TrashRecyclingPull-down atticaccess stairs abv.7'-0"4'-1"22'-2"- match exist.UDHG2 1622UDHG2 1622Custom30 w. x 80 h.wood doorWalls of attic abv.shown dashed11'-1"220122013201320120'-2"- match exist.Aladdin ASL-500storage lift abv.Pull-down atticaccess stairs11'-738"22'-2"UDGRTCIR 2750UDGRTCIR 27504'-338"4'-338"Outside face ofmain levelsheathing belowshown dashed2201220132013201127127Zero rakeZero rake - see 1/A2012201220132013201Equal578" o.h.578" o.h.Outside face ofmain levelsheathing belowshown dashedSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.MURPHY&CODISTINCTIVE RESIDENTIAL ARCHITECTUREMURPHY & CO. DESIGN235 LAKE ST EAST, SUITE 301, WAYZATA MN 55391612-470-5511StahlerResidence4617 Casco AveEdina, MN 5542423-143-GSeptember 24, 2024 [Preliminary]Floor PlansA101Graphic Scale{Scale in Feet}03148122Scale:14" = 1'-0"Main Level Plan NScale:14" = 1'-0"Attic Level Plan Scale:14" = 1'-0"Roof Plan Page 60 of 97 18'-0" (max. allowable) 1'- 4 " frm g 1271273'-0" r.f.h. 9'-118" rough framing hgt 16' w. x 8' h. O.H. doorshown dashed11'-258"6'-27 8"Assumed existing slab &foundation shown shadedAtticGarage12012'-1178" heel Insulated?1114"AtticGarageAssumed existing slab &foundation shown shadedOverhang- see roof planRoot River 3002over 2x rake boardw/ 3" exposedRoot River 3002 over2x trim w/ 3" exposedStuccoBlocking as req'dStuccoContractor to verifystucco vent @ topSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.MURPHY&CODISTINCTIVE RESIDENTIAL ARCHITECTUREMURPHY & CO. DESIGN235 LAKE ST EAST, SUITE 301, WAYZATA MN 55391612-470-5511StahlerResidence4617 Casco AveEdina, MN 5542423-143-GSeptember 24, 2024 [Preliminary]Building Sections & DetailsA201Scale:14" = 1'-0"2A201Building Section Scale:14" = 1'-0"3A201Building Section Scale:1 12" = 1'-0"1A201Eave & Rake Details Page 61 of 97 1271271201Lantern byownerabv. door"Overhead Door"Carriage Housemodel 7540(A-ShapedOverlay A)1'-4"2x10 flat trimover 2x thickcap w/ 1" proj.over 2x flat trim2x6 flat trim w/2x thick sill &cap w/ 1" proj.Stucco to matchexist. main houseAsphalt shingleto match exist.main houseCustom wood door1271271201SHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.MURPHY&CODISTINCTIVE RESIDENTIAL ARCHITECTUREMURPHY & CO. DESIGN235 LAKE ST EAST, SUITE 301, WAYZATA MN 55391612-470-5511StahlerResidence4617 Casco AveEdina, MN 5542423-143-GSeptember 24, 2024 [Preliminary]Exterior ElevationsA202Scale:14" = 1'-0"1A202West Elevation Scale:14" = 1'-0"2A202North Elevation Scale:14" = 1'-0"3A202East Elevation Scale:14" = 1'-0"4A202South Elevation Page 62 of 97 Page 63 of 97 Page 64 of 97 Page 65 of 97 Page 66 of 97 Page 67 of 97 Page 68 of 97 Page 69 of 97 Page 70 of 97 From:Scott Bjorkstrand To:Emily Dalrymple Cc:Kris Aaker Subject:RE: COA application information Date:Thursday, January 30, 2025 1:38:57 PM Attachments:image002.pngimage001.gifScreenshot_20250130_133524_Google.jpg EXTERNAL EMAIL ALERT: This email originated from outside the City of Edina. Do not click links or open attachments unless you recognize the sender and know the content is safe. I would try to get as close to the existing window as possible. I don't have a picture of it right now and it really doesn't show up on Google maps but here is a similar idea. Sent from my Verizon, Samsung Galaxy smartphone -------- Original message --------From: Emily Dalrymple <EDalrymple@edinamn.gov>Date: 1/30/25 1:27 PM (GMT-06:00)To: Scott Bjorkstrand <Scott@bjorkconstruction.net>Cc: Kris Aaker <KAaker@EdinaMN.gov>Subject: RE: COA application information Thanks, Scott! Do you have a visual for the window change? I’d like to share that with the HPC when the packet goes out. There needs to be at least one person for the project who can speak to it and answer any questions. Typically there is a contractor/architect who attends the meeting to answer those questions, but I’ll leave that up to you and your client. Thanks for checking. Emily Dalrymple, Assistant City Planner952-826-0462 | Fax 952-826-03894801 W. 50th St. | Edina, MN 55424EDalrymple@edinamn.gov | EdinaMN.gov From: Scott Bjorkstrand <Scott@bjorkconstruction.net> Sent: Thursday, January 30, 2025 1:07 PM To: Emily Dalrymple <EDalrymple@edinamn.gov> Page 71 of 97 Page 72 of 97 February 11, 2025 Heritage Preservation Commission Emily Dalrymple, Assistant City Planner COA H-25-2, 4617 Casco Avenue- New Detached Garage Information / Background: The subject property, 4617 Casco Avenue, is located on the east side of Casco Avenue, north of Country Club Road and south of Bridge Street. The existing house on the lot is a two story, Tudor Revival style house that was built in 1930. The applicant is requesting a certificate of appropriateness for removing the existing detached two car garage and rebuilding a new detached garage. The existing detached garage on the subject property was built in the late 1960’s, after the period of significance in the district. The proposed garage will be located in the same location as the existing garage and has the same footprint as the existing garage. The existing garage is 14’ tall and the proposed garage is code compliant and meets the 18’ height requirement. The existing garage is non-conforming. The applicant can rebuild the garage in the same location and footprint but can’t expand the non- conformity. Consultant Memo: See attached memo from Elizabeth Gales and Rachel Peterson, Hess, Roise and Company. Recommendation & Findings: The recommendation is to approve the proposed new detached garage. The recommendation for approval of the garage is based on the following: •The proposed work complies with the Country Club Plan of Treatment. •The massing and size of the garage will be subordinate to the house, and it is located in the rear of the property. •All facades of the garage will have at least one architectural feature. Page 73 of 97 STAFF REPORT Page 2 Conditions of approval: •Any change to the approved elevations or materials will need to be submitted for review. •An as-built date plaque should be installed on the exterior of the new garage. Page 74 of 97 Page 1 MEMO Date: 02/05/2025 To: Emily Dalrymple, City of Edina From: Elizabeth Gales and Rachel Peterson, Hess, Roise and Company Re: Certificate of Appropriateness Review – 4617 Casco Avenue Hess Roise has reviewed the Certificate of Appropriateness (COA) application for 4617 Casco Avenue in the Country Club Historic District using “Edina’s Historic Country Club District Plan of Treatment.” The house was constructed ca.1930 and is located on the east side of Casco Avenue near the middle of the block. The front facade overlooks Casco Avenue to the west. A driveway on the south side of the property provides access from the street to a detached garage at the southeast corner of the parcel. The garage measures 20′-2″ wide by 22′-2″ long and is 14′ tall at the roof peak and was built in the late 1960s, which is after the end of the period of significance for the historic district. The siting of the house, fence line, and neighboring properties limits views of the garage from the public right-of-way. The house is in the Tudor Revival style and is a contributing resource to the historic district. Character-defining features of the house include: • Two-story building with stucco cladding featuring wood half-timbering. • Asymmetrical massing of the building and facades. • Steeply pitched hipped roof with gables and roof dormers. • Multi-pane, double-hung sash windows. • Decorative stonework on the entrance surround. Proposed Work The COA includes the following proposed work: • The non-historic garage will be demolished. • A new detached garage in the southeast corner of the property parcel. The applicant has noted that the concrete slab foundation of the existing, non-historic garage is failing and there is “other damage.” The COA proposes complete removal of the existing garage and construction of a new detached garage. The new garage will match the footprint of the non-historic garage. It will be 20′-2″ wide by 22′- 2″ long and have a concrete-slab foundation. The garage will be 18′ tall at the peak of the roof, which is the maximum height allowed by code. The garage will accommodate two vehicles with minimal storage on the main level. A small attic will provide additional storage. Page 75 of 97 Page 2 The front-gabled roof will be clad in the asphalt shingles to match the roof of the house. The overhang and eaves will be minimal because the garage is nonconforming to the amount of allowable lot coverage. The exterior walls will be clad in stucco to match the color and texture of the stucco on the house. Wood trim measuring 2″x10″ will extend along all facades at approximately 9′ above the ground. The west facade will hold the garage door opening and a new, steel, painted, carriage- house-style overhead garage door. A rectangular window in the peak of the gable will provide light to the attic. A matching window will be in the gable of the east facade. The north facade will hold a pedestrian door and four-over-one, double-hung sash window. A matching window will be centered in the south facade. Trim on the sash windows and pedestrian door will be 2″x6″ with caps and sills that are 2″ thick. The Plan of Treatment provides the following guidance for new garages: Modernistic designs for new detached garages will be discouraged. New detached garages should match the architectural style of the house on the same lot as well as the historic character of the neighborhood. The following guidelines will be applied to design review of plans for new garages: • The new garage should be subordinate to the house. The preferred placement is at the rear of the lot or set back from the front of the house to minimize the visual impact on adjacent homes and streetscapes. Front facing attached garages are discouraged. No new detached garage should be taller, longer, or wider than the house on the same lot. The roofline should have a maximum height within 10% of the average height of existing detached garages on adjacent lots, or the average of the block. • Undecorated exterior walls longer than 16 feet should be avoided on elevations visible from the street or adjacent properties. • New garages should be clearly identified as such by means of a plaque or inscription (to be placed on an exterior surface) bearing the year of construction. Recommendation The proposed garage will meet the guidance in the plan of treatment. It will be detached and feature architectural details inspired by the historic house. The massing and size of the garage will be subordinate to the house and it will be located in a rear corner of the property parcel. All facades of the garage will have at least one architectural feature. Hess Roise recommends approving the plans for the proposed garage at 4617 Casco Avenue. Page 76 of 97 Status within District: Pivotal V Complementary Intrusion Photographs Roll#: Frame#: a c'S Surveyor: Lynne VanBrocklin Spaeth, Heritage Preservation Associates, Inc. Date: Summer, 198Q Page 77 of 97 Owner: — a wg,yw.b ' Occupant: Condition: Use: Original Use: Historical Information (if available): • \ ; Edina Country Club District: Historic and Architectural Survey Form Summer, 1980 Address: Lk-1,10 `7\ Cla-sc-o 3- Lk- PIN#: Parcel# : ‘ Lot : C\ Block: kcIto Date of Construction: Architect/Builder: Original Owner: c.."S Subsequent Owners: AC. (a Style: C Definitive Style Features: Number of Stories: Setback from Sidewalk: Roof Shape & Roofing Materials:Grok,ke,0....s(crBuilding Materials & Building Colors:_c c_4z, Additions/Alterations: Scale: Size & Spacing of Size & Spacing of Doors: c Garage/Outbuildings: Distinctive Landscape Features: Comments: tzr - Page 78 of 97 LAND VALUE COMPUTATIONS Frontage Figured Average Depth Unit Price Unit Percent Front. Ft. Price Top. Intl. To MARKET VALUE OF STRUCTURES TOTAL MARKET VALUE MARKET VALUE OF LAND FULL VALUE OF LAND FULL VALUE OF STRUCTURES HOME- STEAD Yes No S Sao • • 58200 Ac.Oce0C /(0/20-0 ESIDENTIAL PROPERTY RECORD AND APPRAISAL CARD REET ADDRESS 1+617 Casco Avenue ASSESSMENT DIST. 3 SCHOOL DIST. NO. LOT 29 BLOCK 9 ADD COUNTRY CLUB DISTRICT FAIRWAY SECTION BUILDING PERMIT RECORD Amount Purpose P - ib cc URBAN LOT RECORD IMPROVEMENTS Sidewalks Curb Cr Gutter City Water Sanitary Sewer Gravel Dirt with alley ZONING OR USE Commercial Industrial Multi-Family Date Number V't 0- d 00.ht)< IG S - DRAINAGE Good-Fair-Poor LOCATION Corner Lot Inside Lot TOPOGRAPHY Level High Low Storm Sewer Nat'l Gas Residential Dbl. Bung. STREETS Asphalt Concrete Brick Parcels covered by same homestead. List parcel numbers. General Desirability: Good Fair Poor Other: YEAR n ASSESSED VALUES TOTAL. VALUE OF LAND AND STRUCTURES REMAINDER (a) 40% TOTAL Valuation changes to Pe entered on next line. indicate year and ournority — row. cyani.ozeu, "uutc.itc.st, HOMESTEAD 25% „'i iGI js-79od 7 ?..V / 00 _T 1,1) SALES INFORMATION Date Consideration Kind of Inst. Remarks c I f cry'.) g' K1 ).n Contract for Deed held by: 9-71.1 ‘c,(50 7/9 5 92'__0 \cYJ k-,41111010 • • • • , I a • • • • • PO .5: a 292.700 , ea .1 ;! I; Page 79 of 97 . 1394 : I 9 1996 i5- 1917 1998 • SALES INFORMATION Date Consideration Kind of Inst. Remarks C g /C - v\).‘0 Contract for Deed held by: S -15 /1,4 ,coso 7/9 L12-(•- 586160 g 2 DO 5-82en 55.2.-C,C0 Sg211 .53201 582 ,91 SFd Z1C Sa2oa 51^99 )5-1906 1579n0 177..50.0 /672073 9") I 7o,44- 139/3a0 19-1766 61445 220 606 2345A4 .216/69 35 Sob 2,10 962 2-4f306) 2 s-2_900 265600 278AOO 29 70) ESIDENTIAL PROPERTY RECORD AND APPRAISAL CARD REET ADDRESS 1+617 Casco Avenue ASSESSMENT DIST. S SCHOOL DIST. NO. 17 LOT 29 BLOCK 9 ADD COUNTRY CLUB DISTRICT FAIRWAY SECTION BUILDING PERMIT RECORD Date Number Amount Purpose -,-) -6,c,) R - ,c33 8 ax-) V*-e ,J , i]- - R OCt_h 0 IK. 1....,,Ick-s URBAN LOT RECORD Parcels covered by same homestead. List parcel numbers. TOPOGRAPHY IMPROVEMENTS STREETS Level — Sidewalks ...- Asphalt ....- High Curb Er Gutter ._ Concrete Low City Water Brick Sanitary Sewer Grovel DRAINAGE Storm Sewer Dirt Good-Fair-Poor Nat'l Gas with alley LOCATION ZONING OR USE Corner Lot Residential Commercial Inside Lot Dbl. Bung. Industrial Multi-Family General Desirability: Good Fair Poor Other: Frontage Figured Average Depth Unit Price Unit Percent Front. Ft. Price Top. Intl. To LAND VALUE COMPUTATIONS YEAR n ASSESSED VALUES MARKET VALUE OF LAND MARKET VALUE OF " STRUCTURES TOTAL MARKET VALUE FULL VALUE OF STRUCTURES TOTAL VALUE OF LAND AND STRUCTURES HOME- STEAD Yes No HOMESTEAD 25% Valuation changes to be entered on nest lune. Indicate year and ournortry /111t,,UT, 1,11,11 cqucenzeu, JAIA.I.C111C111, FULL VALUE OF LAND REMAINDER riP 40% TOTAL aD-LL.04., i Page 80 of 97 a-? oo qi_E17 COAeo traLL166/4(_c_e Okekatc&ot_xL akeiwit/i) 2-ta h A S-1"2 a PA A - 5514 Page 81 of 97 /-L3 (fir Lcl__ '5— 01 9 41 773 ri* 62_1(2 Page 82 of 97 BOARD & COMMISSION ITEM REPORT Date: February 11, 2025 Item Activity: Action Meeting: Heritage Preservation Commission Agenda Number: 6.4 Prepared By: Emily Dalrymple, Assistant City Planner Item Type: Other Department: Community Development Item Title: 2025 Chair & Vice Chair Elections Action Requested: Elect the 2025 Chair and Vice Chair of the Heritage Preservation Commission. Information/Background: None. Supporting Documentation: None Page 83 of 97 BOARD & COMMISSION ITEM REPORT Date: February 11, 2025 Item Activity: Information Meeting: Heritage Preservation Commission Agenda Number: 6.5 Prepared By: Jane Lonnquist, Chair Item Type: Other Department: Community Development Item Title: Century Homes Program Action Requested: None. Information/Background: Chair Lonnquist will share feedback from the Monrningside Neighborhood Association and discuss possible changes to the online application wording. Supporting Documentation: 1. Century Homes - after one year 2. Century Homes Program (3) 3. Draft 2 Yard Sign Page 84 of 97 Century Homes – Posted Application Information and Participants After One Year Your application must include a report as to what makes this house worthy and notable. If you don't have much information, see the Resources tab to help with your report. Suggestions of information to include: ○Original owner/s and other long-term or notable owners ○Interesting information about people who have lived in this home ○Architectural style ○Architect and Builder ○Notable features (interior and exterior) of the home ○Major renovations done to the house ○Any stories about the home and its occupants that you find interesting While there is no required report length, please use 250 to 1,000 words as a guideline. —------------------------------------------------------------------------------------------------------------------------------------- 4523 Bruce Avenue Neighborhood: Country Club Year built: 1924 Architectural style: Colonial Original owners: Clarence and Esther Moore Major renovations/changes: Addition of bedroom with master bath at rear of house, first floor den, back entry porch, extension of living area on south side, enclosed entry at front door – all done circa 1936-37. Other notable information: One of the former owners was Roger Awsumb, the well-known host of the kids TV show “Lunch With Casey,” which aired from 1954 until the early ’70s. (80 words) 5524 West 70th Street Neighborhood: The Heights Year built: 1900 Architectural style: American Four Square Original owners: Believed to be Darcy family homestead, then purchased by the McGuire family in 1906. Page 85 of 97 Major renovations/changes: Current owners have installed a new kitchen, new windows and a new heating system with a tankless water heater. The mother-in-law apartment was converted to a large family room, and three of the four bathrooms were remodeled. Two gas fireplaces were added and much of the original hardwood floors have been refinished. Other notable information: Two water hand pumps from the home’s early years remain on display. The owner’s strive to maintain the vintage feel in their décor. It is likely McGuire Road behind the home and McGuire Park are named after the early owners. (125 words) 4116 West 44th Street Neighborhood: Morningside Year built: 1911 Architectural style: Craftsman bungalow Original owners: Alfred and Jessie Simmons Other notable information: The land was originally part of the Grimes homestead. The land deed required the Simmonses to build a modern home set back at least 35 feet from the front line with at least six rooms of “average size” and a cost above $2,500. The house is patterned after a bungalow the Simmonses had seen during a trip to California, according to “History and Architecture of Edina, Minnesota” by William W. Scott and Jeffrey A. Hess. It’s possible Simmons, a millwright, drew up the plans himself. (104 words) 4120 W. 44th St. Neighborhood: Morningside Year built: 1914 Original owners: Ida Belle Buell Other notable information: The land was originally part of the Grimes Homestead section of Morningside, named for Jonathan Taylor and Elizabeth (Eliza) Gordon Grimes, the first settlers in the Edina Mills district and their farmland. (45 words) Page 86 of 97 Century Homes Program Spreading the Word to Share our History Page 87 of 97 What is it? The Century Homes program celebrates the history of houses in Edina that are at least 100 years old. Sample 5”x7” bronze plaque by Advantage Sign & Graphics, Inc. Page 88 of 97 Why do it? 1.Build Historic Awareness All photos from Edina Historical Society, edinahistoricalsociety.org Page 89 of 97 Why do it? 2. Promote Community Connection Photo Credit: Cheryl Dulas, Country Club Neighbors for Preservation Page 90 of 97 Why do it? 3. Reduce Carbon Emissions Photo Credit: Dumpsters.com/blog Rehabilitation and maintenance of existing homes can result in a 70-85% reduction in carbon emissions compared to demolition and new construction. Architecture 2030 (architecture2030.org) Page 91 of 97 Who is eligible? Edina by Year Built Before 1930 1931-40 Page 92 of 97 Who is interested? 2023 Survey to Potential Participants Page 93 of 97 How does it work? Upload a report and photo(s); pay $300 for the bronze plaque and agree to mount by front door. Staff processes quarterly and updates website. HPC does ongoing promotion. Annual splash in May! Page 94 of 97 More opportunities to find and share home history? National Repository: Option to share home’s history on this national user-generated website started by an Edina native. HouseNovel also offers research tips and paid research services. 600+ Edina Homes have public record entries. Homeowners are also sharing their stories, e.g.: -4510 Drexel Avenue -4232 Grimes Avenue Free Research Resources: The City’s Century Homes website lists online and in-person resources for those who want to learn more about their home. Photo by Andrew Neel on Unsplash Page 95 of 97 Has your home reached its 100th birthday? Celebrate its history & share its stories! Learn how at:EdinaMN.gov/CenturyHome Page 96 of 97 Proposed Yard Sign: Congratulations! 100+ Years of History Inside This Home EdinaMN.gov/CenturyHome Suggestions for Other Wording: Rehabilitating existing homes can result in a 70-85% reduction in carbon emissions compared to demolition and new construction. Older Homes Are Usually the Greenest Option Learn more at… Let’s Celebrate Century Homes Page 97 of 97