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Home My WebLink About2025-08-12 HPC Meeting Packet Meeting location: Edina City Hall Community Room 4801 W. 50th St. Edina, MN Heritage Preservation Commission Meeting Agenda Tuesday, August 12, 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. June 10, 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. H-25-9: 4630 Edgebrook Place 6.2. 2026-2027 HPC Work Plan 7. Chair and Member Comments 8. Staff Comments 9. Adjournment Page 1 of 67 BOARD & COMMISSION ITEM REPORT Date: August 12, 2025 Item Activity: Approve Meeting: Heritage Preservation Commission Agenda Number: 4.1 Prepared By: Emily Dalrymple, Assistant City Planner Item Type: Minutes Department: Item Title: June 10, 2025 Minutes Action Requested: Approve the June 10, 2025 Heritage Preservation Commission minutes. Information/Background: Minutes of the Tuesday, June 10, 2025 HPC minutes. Supporting Documentation: 1. HPC 06-10-2025 Minutes Page 2 of 67 Draft Minutes☒ Approved Minutes☐ Approved Date: X/XX/25 Minutes City of Edina, Minnesota Heritage Preservation Commission Tuesday, June 10, 2025 I. Call to Order Chair Everson called the meeting to order at 7:00 p.m. II. Roll Call Answering roll call were Chair Everson, Commissioners Nickels, Pope, Breiter, Jarvinen, Waggoner, and Farrell-Strauss. Staff present: HPC Staff Liaison Emily Dalrymple, Preservation Consultants Rachel Peterson and Elizabeth Gales. III. Approval of Meeting Agenda Motion made by Commissioner Farrell-Strauss, seconded by Commissioner Waggoner, to approve the meeting agenda. All voted aye. The motion carried. IV. Approval of Meeting Minutes Motion made by Commissioner Pope, seconded by Commissioner Breiter, to approve the April 8, 2025, meeting minutes. All voted aye. The motion carried. V. Community Comment: None VI. Reports/Recommendations A. COA: 4623 Wooddale Avenue Covered Entry Liaison Dalrymple stated that the above-referenced property is located on the East side of Wooddale Avenue, North of Country Club Road. The existing home on the lot is a two-story Colonial Revival home that was built in 1936. The applicant would like to build a new front entry with a new front gable roof. Liaison Dalrymple stated in 2015, the property owner received a Certificate of Appropriateness for a flat roof covered entry. The flat roof covered entry was removed and replaced with the proposed gable roof covered entry without a building permit or a COA. Staff contacted the contractor and informed them that a COA and a building permit were needed for the project. Page 3 of 67 Draft Minutes☒ Approved Minutes☐ Approved Date: X/XX/25 Hess Royce has reviewed the application. Both Hess Royce and Staff recommend approval for this project. The property owner apologized and stated that he was unaware of the proper procedure. Additional discussion ensued. Liaison Dalrymple reminded the Commissioners that their role is not to design projects. Rather, the Commissioners are supposed to react to the designs presented to them. Motion made by Commissioner Farrell-Strauss seconded by Commissioner Nickels, to approve COA: 4623 Wooddale Avenue Covered Entry as submitted for the proposed new front entry with a new front gable roof based on the 3 findings of fact and 1 condition of approval. The motion carried 5-1 Waggoner. B. Century Home Signs Liaison Dalrymple stated that the Communications Department and the City’s graphic designer put together some designs for the potential Century Home signs for the HPC to review. Seven different options were reviewed. The Commission discussed the Century Home sign designs. Motion made by Commissioner Waggoner, seconded by Commissioner Jarvinen, to approve the, “Hey, I’m 100” sign as designed. All voted aye. The motion carried. C. 2026 Work Plan Discussion Follow-Up Liaison Dalrymple stated that the City is working towards two-year Work Plans for the future. The process will include Liaison Dalrymple putting together a draft of the Work Plan, based on the City Council discussion, and bringing the draft to the HPC for review. Over the next two months, the HPC can work on refining the Work Plan, which is due on September 30, 2025. On October 22, 2025, the Chair and Vice Chair will present the Work Plan to the City Council. The Administration Department has a meeting with the City Council on November 4, 2025. On December 2, 2025, the Work Plans will be approved by City Council. The Commission discussed the Work Plan process. The conversation shifted back to the Century Homes and then on how to prevent so many of the older homes in Edina from being torn down while also maintaining enough starter homes. Liaison Dalrymple stated that the Planning Commission may address those zoning issues with the Zoning Code update. VII. Chair and Member Comments: 2025 Work Plan Updates Page 4 of 67 Draft Minutes☒ Approved Minutes☐ Approved Date: X/XX/25 These topics were addressed earlier under agenda item VI C. VIII. Staff Comments: None IX. Adjournment Motion made by Commissioner Jarvinen, seconded by Commissioner Waggoner, to adjourn the meeting at 8:26 pm. All voted aye. The motion carried. Respectfully submitted, Emily Dalrymple Page 5 of 67 BOARD & COMMISSION ITEM REPORT Date: August 12, 2025 Item Activity: Approve Meeting: Heritage Preservation Commission Agenda Number: 6.1 Prepared By: Emily Dalrymple, Assistant City Planner Item Type: Report & Recommendation Department: Community Development Item Title: H-25-9: 4630 Edgebrook Place Action Requested: Approve the Certificate of Appropriateness as submitted. Information/Background: The subject property, 4630 Edgebrook Place, is located on the west/south side of Edgebrook Place. The existing home on the lot is a two-story colonial revival home built in 1935. The applicant’s proposal is for a certificate of appropriateness for changes to the street facing façade. The proposed changes include: • A garage and second story addition with a modified roof to realign and center the gable roof • Shorten the hipped eave roof over the garage and add new brackets • Expand garage door opening and install a new paneled garage door • Enlarge the second-floor window openings over the garage to meet egress requirements • Raise the front stoop and shorten the existing covered entry columns. • Remove the fan transom over the front door and install a new arched door. The project also includes an addition off the rear of the property. The addition requires a side yard setback variance. The Planning Commission will review the applicant’s variance request at the Planning Commission meeting on August 13, 2025. Better Together Comments Supporting Documentation: 1. Staff Report 2. Applicant Submittal 3. Consultant Memo 4. File Photos Page 6 of 67 August 12, 2025 Heritage Preservation Commission Emily Dalrymple, Assistant City Planner COA H-25-9, 4630 Edgebrook Place-Changes to the Street Facing Facade Information / Background: The subject property, 4630 Edgebrook Place, is located on the west/south side of Edgebrook Place. The existing home on the lot is a two-story colonial revival home built in 1935. The applicant’s proposal is for a certificate of appropriateness for changes to the street facing façade. The proposed changes include: • A garage and second story addition with a modified roof to realign and center the gable roof • Shorten the hipped eave roof over the garage and add new brackets • Expand garage door opening and install a new paneled garage door • Enlarge the second-floor window openings over the garage to meet egress requirements • Raise the front stoop and shorten the existing covered entry columns. • Remove the fan transom over the front door and install a new arched door. The project also includes an addition off the rear of the property. The addition requires a side yard setback variance. The Planning Commission will review the applicant’s variance request at the Planning Commission meeting on August 13, 2025. Consultant Memo: See attached memo from Elizabeth Gales and Rachel Peterson, Hess, Roise and Company. Recommendation & Findings: The recommendation is to approve the certificate of appropriateness request for the following changes: • The garage and second story addition and the modification to the roof to recenter the roof Page 7 of 67 STAFF REPORT Page 2 gable. • The shortened hipped eave roof over the garage with new brackets on either end • The expanded garage door opening and new garage door • The enlarged second floor windows and shutters. The recommendation for approval is based on the following: • The proposed addition and changes to the non-historic garage and second story will not alter major character defining features of the home. • 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. The applicant’s request also includes the addition of a stoop at the front door to address storm water concerns and a step when you first enter the home. The addition of a step requires modifications/repairs and possibly replacement of the pilasters and columns at the front door. With the added height of a step to the front entry the shortened door does not meet building code for height. The applicant is proposing to remove the historic fan transom panel and non-historic door and install a new arched door. The historic brick surround will remain in place. A case could be made both for denial and approval for the removal of the historic fan transom panel and installation of a new arched front door. Deny the request for the removal of the historic fan transom panel and installation of a new front door. Denial is based on the following findings: • Arched doors are not typical features of the Colonial Revival style. • The historic fan transom panel is a character defining feature of the home. If the commission feels that the proposed changes are appropriate and meet the plan of treatment, this portion of the application can be approved. Approve the request for the modifications to the front entry including the removal of the historic fan transom panel and the installation of a new arched front door. Approval is based on the following findings: • The proposed changes are an example of rehabilitation and allow for compatible use while making improvements to the home, which is the preferred treatment in the Country Club District. • The arched doorway mimics the historic fan transom and is appropriate for the Colonial Revival style home. Conditions of approval: • The historic fan transom should be saved and stored on site after removal. Page 8 of 67 Project Narrative for 4630 Edgebrook Place Plan of Treatment – Secretary of the Interior’s Standards Certificate of Appropriateness – Changes to Street Facing Facades American Colonial Revival – According to “A Field Guide to American Houses” by Virginia McAlester (published in 1984) the Colonial Revival period ranged from 1880-1955. The identifying features are as follows: · Accentuated front door, normally with decorative crown (pediment) supported by pilasters, or extended forward and supported by slender columns to form entry porch · Doors commonly have overhead fanlights or sidelights · Façade normally shows symmetrically balanced windows and center door (less commonly with door o center) · Windows with double-hung sashes, usually multi-pane glazing in one or both sashes · Windows frequently in adjacent pairs · 25% of Colonial Revival houses are simple, two-story rectangular blocks with side-gabled roofs 4630 Edgebrook Place follows the prototype of the Colonial Revival style and these character- defining elements shall be maintained. With the exception of creating a raised stoop at the front porch, the proposed work modifies the aspects of the house that are not historically significant and are from previous renovations that are either not from the period of significance (1924-1944). The original 1935 house likely did not have an attached garage as noted in the archival documentation from the Edina Residential Property Record and Appraisal Card. There was a “new garage” constructed around 1958, 14 years after the era of significance and 23 years after the house was constructed in 1935. Houses of this era may have had a garage, but more than likely it would have been detached. Given this evidence, any work being done to the garage addition or subsequent additions to the house that is not the original two-story side-gabled form, is allowed by the Heritage Preservation Commission. With that being said, we would like to maintain as much as possible of the front facing façade that is there. Proposed changes to the Street Facing Facade 1. New front stoop at front entry. The existing front stoop is almost flush with grade on the exterior and flush with the entry floor on the interior. This is not only a water management concern, but it creates a “tripper” step when you enter the home. To accommodate this adjustment on the exterior, this will require modifying/repairing/replacing the pilasters, fluted columns and front door, as well as creating an arched top door in the space of the fanlight panel. 2. Addition at front of house. Adding approx.. 2’-2” to front facing garage and continuing the slope of the existing front gable. Amount added was set by keeping existing windows and shutters and adding some much needed interior space into the garage The garage with second story addition above is not original. The garage size is undersized compared to most two-car garages in the neighborhood (approx.. 19’-4” wide). Page 9 of 67 3. Egress double hung windows at second story above garage. The windows at gable end are now a bedroom. To meet egress the double hungs need a larger openings. The shutters are rebuilt to match the proportions of the windows. 4. Hipped roof at garage is shortened to the street facing façade. The original garage when built had a roof deck above and a hip roof transitioned the brick and deck. Instead of wrapping the hip as it is currently, we are shortening it to the front façade to look more appropriate with the volume above and avoid any water issues with the existing 8-pane double hung window on the original brick volume. 5. Addition at rear. There is an addition on the back of the house that could be viewable on the front façade. Based on modeling and rendering of the conditions, we don’t believe this will impact the front façade. Secretary of the Interior’s Standards a) A property will be used as it was historically or be given a new use that requires minimal change to its distinctive materials, features, spaces, and spatial relationships. The proposed changes will maintain the key character defining elements of the Colonial Revival Style. Minimal changes to roof slopes, window symmetry, historic materials, and proportions. Most of the original side-gabled form with brick exterior and dormers will remain. The front entry porch remains intact with minor adjustments to the column height and door style. Expanding the gable above the garage (as a result of the garage expansion) created the opportunity to tune the proportions and location of the windows. 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. All of the distinctive materials, features, spaces, and spatial relationships will remain. The main change to the front façade will be the alteration of the front door from a square top with arched fanlight panel to an arched top door. Creating an arched top door that is traditional looking, keeps the original front entry porch intact (spring brick arch, roof with detailed millwork, roof, etc.) Adjusting the columns at the base are much easier to modify than touching the capitals of the columns or any details above. c) Each property will be recognized as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or elements from other historic properties, will not be undertaken. The proposed work will maintain the existing features and not create a false sense of historical development. Page 10 of 67 d) Changes to a property that have acquired historic significance in their own right will be retained and preserved. It was important that the front facing side-gabled volume remains untouched to maintain its historical character. The dormer windows and spring point at the upper level are much lower than most modern built homes. Finding ways to adjust the plan on the interior is key to maintaining the exterior façade on the street side. Working around window locations, such as, intentionally pulling the stair landing forward where it would meet the window, existing walls stay in place to keep the bones intact, the front door stays in its location, and raising the floor at the entry allows the interior space to have better flow and usability. e) Distinctive materials, features, finishes, and construction techniques or examples of craftsmanship that characterize a property will be preserved. The adjustments to the original brick side-gabled volume with front porch/portico are minimal. The design intent is to take a targeted approach updating the issues with the house while preserving what is there. Creating a step up at the front porch maintains the existing portico roof and will gently modify/replace the pilasters and columns. If we can simply shorten and reattach the base of the pilaster/columns, we will do that. If the work requires more replacement, the replacement will match the existing details. The goal will be to preserve as much as possible to maintain the integrity of the original details. Brick will be replaced where it was removed from the garage volume. The intent is to paint the brick to allow the best integration of new to old brick. The hipped roof overhang at the garage has been modified to look most pleasing with the second story gable, rather than a disjointed remnant from a past addition (the attached garage was added on at some point after 1935 according the archives.) The hip is cut back on the north side so it doesn’t run into the original 8-pane double hung window and shutter. f) Deteriorated historic features will be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature will match the old in design, color, texture, and, where possible, materials. Replacement of missing features will be substantiated by documentary and physical evidence. The portico pilaster and columns will need some level of modification in order to shorten the columns. The details will be matched exactly to look like it has always been there. We are hopeful modification is possible given the existing pilaster and columns have been well maintained. Page 11 of 67 g) Chemical or physical treatments, if appropriate, will be undertaken using the gentlest means possible. Treatments that cause damage to historic materials will not be used. We don’t expect any chemical or physical treatments to be necessary at this time. If this is needed for any reason, we will make sure it is done gently. h) Archaeological resources will be protected and preserved in place. If such resources must be disturbed, mitigation measures will be undertaken. There are no known archaeological resources are known on site. 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 di4erentiated 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. The addition of the garage has minimal impact on the original brick side-gabled volume by respecting the existing 8-pane double hung window and shutter. The addition of the garage footprint expands the second story volume accordingly and maintains the existing (although not original) slope and spring point. The gable height does increase but is not taller than the main side-gabled roof. The existing double hung windows at the garage second story gable are a little high up on the façade, by dropping the windows we are making the proportions closer to the original house. To meet egress needs at the upper level, we have used double hung windows that are compatible with the existing 8-pane windows and shutters. Materials used on the addition will be compatible with the existing. 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 previous additions on the house have impacted the original form. The new addition proposed will be within the same vein as what is currently existing and goes to great lengths to make the modification minimal. Page 12 of 67 4630 EDGEBROOK PLACE AMERICAN COLONIAL REVIVAL YEAR BUILT: 1935 Page 13 of 67 AMERICAN COLONIAL REVIVAL CHARACTER DEFINING ELEMENTS & EXISTING PROJECTING DORMERS ACCENTUATED FRONT DOOR & PORTICO WITH CURVED UNDERSIDE AND GABLED ROOF SIDE GABLED ROOF PAIRED WINDOWS DOUBLE HUNG SASHES WITH 6-8 PANES BRICK VENEER (COMMON TO 1920-1930'S ERA) DECORATIVE CROWN SUPPORTED BY PILASTERS & SLENDER COLUMNS BOXED CORNICE SIDE LIGHT WINDOWS FANLIGHT PANEL (Colonial Revival Diagram from “A Field Guide to American Houses” by Virginia McAlester - published in 1984) Page 14 of 67 AMERICAN COLONIAL REVIVAL CHARACTER DEFINING ELEMENTS & PROPOSED PROJECTING DORMERS ACCENTUATED FRONT DOOR & PORTICO WITH CURVED UNDERSIDE AND GABLED ROOF SIDE GABLED ROOF PAIRED WINDOWS DOUBLE HUNG SASHES WITH 6-8 PANES BRICK VENEER (COMMON TO 1920-1930'S ERA) DECORATIVE CROWN SUPPORTED BY PILASTERS & SLENDER COLUMNS BOXED CORNICE SIDE LIGHT WINDOWS FANLIGHT PANEL REMOVED IN LIEU OF NEW ARCHED TOP DOOR NEW DOUBLE HUNG SASHES (8 PANE) Page 15 of 67 HISTORIC PHOTOS OF PROPERTY YEAR BUILT: 1935 (SOURCE: CITY OF EDINA) yor-&-e_kirs VE PA Fl Kirf 5500 1958 - NEW GARAGE AND SCREEN PORCH CONSTRUCTED 1983 -RENOVATION WORK TO UPPER LEVEL - er. -17V1 2025 - PRESENT DAY 1966 - BEDROOM OVER GARAGE CONSTRUCTED Page 16 of 67 IDENTIAL PROPERTY' RECORD AND APPRAISAL CARD ADDRESS 4q-3e? PLAT NO 7c5Ze) PARCEL NO DESCRIPTION OF PRINCIPAL STRUCTURE OTHER STRUCTURES SINGLE DWLG. Yr. Built Grade .. No. of Stories Const. Cost Bsmt. MULTI. DWLG. Observed Physical Condition: Good Normal Fair Poor Mo. Rental ;tenor 18-028-24-24-0082 ROOF PLUMBING ROOMS WIRING E :re' •-••• FOUNDATION JOHN M. BEAN Caacrete Flat City Water "'Living Room FP BX CABLE ELIZABETH G . BEAN Conc. Blk. Gable .., Well & Pump Dining 4,- Rigid Conduit Brick i.,: , Hip Sewer Kitchen r....' BUILT-INS 4630 EDGEBROOK PL Irregular Septic Tank Bedrooms 7. :,.. 1. Breakfast Nook . ,......, %EXTERIOR WALLS Shingle, Asphalt Cesspool Den or Study2NPFLR eig BORif Bookcases :.------ ED I NA MN 55424 Siding and Sheeting Shingle, Wood., ,„ Baths 13 Fixt.) -,1. Rec. Room f,'China Closet 1, 1../ $ ,, F. _ ii,: , (-, Wood Shakes Slate ‘li 14 Half Bath (2 Fixt.) / Utility trtra Kit. Cabts. e i Composition Shakes Tile Single Fixtures l' / ,, • Refrigerator t-..,...... r---- -7 ".-1 4.--'-' '..-r • -lb ' • Redwood Roll, Composition Hot W.—Elec.—Gas,-,i Range Er Oven l':,% C?7..- 0/24/#14011. nAlrY ?f;durzg - ofri'"i" "5-?/,17,- 3 le/Je Stucco Shakes Water Softner INTERIOR FINISH Dishwasher C,'77 Brick Veneer, -)1 .---- Tar and Gravel Hdwd. Floors 1./ Garbage Disp. , A-,,,-f ,r,i,S"'' ''-'1 fe-C - & ••-, . - Com. or Rug. r. ,ye Insulated HEATING Softwood Floors Crlq ir.1,-4k V.• -I OUT BUILDINGS Sheds, Cabins, Boathouses, Shops, Greenhouses, Etc. Roman or Face 1 - Fireplaces Inside r Concrete Floors TILING (Sq. Ft.) ., Stone BASEMENT Fireplaces Outside •.. Linoleum Floors Cer.S..-Plas. Describe: --.' None Full Hot Air: Pipeless Carpeted Floors V Bath ----- Hall ) Insulated Yes No Partial % Piped (Gravity) Hardwood Trim Kitchen _ „4, PORCHES Unfinished Forcect-CTecetre, -.,:, Softwood Trim BUILDING DIAGRAM AND OUTBUILDINGS .., Glazed: Partitioned Steam •.1 Plastered Int. V MISCELLANEOUS Screen: Finished H. H. Water or Vapor Drywall Int. Incinerator Draw to scale and show dimensions Open: Walkout •Ssj % ,,-- Radiant Concealed Laminated Swim. Pool Oil— Coal— as— /"..., 7Z. l'-',/,'7:1-',-`1 1 Date of Appraisal By: 7 -, Interior Inspected Yes_______ No STRUCTURAL VALUE COMPUTATIONS 111 AREA DEP. & OBS. NET MARKET STRUCTURES DIMENSIONS SQ. FT. RATE/S.F. % OFF RATE/S.F VALUE = - ..• ., fir .... /6,.. . ...... .----.--=:.--, . vi.::- %;ik ....... HOUSE 'X 71-7 I 1.;(- ,/ - 4 r > .. Sh„.. \m ks .5 <57. Flat Charges Repl. Cost /5"; Si - , . kL Nli Basement Finished ,4", -:- , -=2 X , .•--5- /. - ' ' • -, Attic Finished -". • i- (3/1115 ...e--.AO•f: •' • • ..... Are" Extra Plumbing X??I' I.P/ z _ Built-ins Cr Misc. , .,.-.,-. -..‘. n. "'" .. Porches---' ' ...,•-", 4,, . , It • A ....3 TOTAL $ TOTAL FLAT CHARGES /AREA = s I GARAGE ..20 X ,..,-,,..:, --,Le/ '., .. /V.E. I.--yi q 1 < • 2 •••7•7, -- E.RE-ErEWAY 7'1,1 X /.‘/ 3 56 .., • ......... (\i• a A ;!7.44 6, :e- IIPI rt**), CN. s t ry .......... • ,t.-(r;e4, ' .'-e-‘--7- 4 AP tk YARD IMPS. / ••2- • ...‹)., • ,.-/ "i •er'Y 37 OUTBUILDINGS ,. 19 TOTAL MARKET VALUE OF STRUCTURES $ Future Adjustments:' -,yag- _ /4evp er:IZ) r rr-'e-Are /Q1 F ,7e 4a ,t) %akat Kirewbu Alcor c4461, f e•ett) IknftVi /WKS /MO 0".. A. Zg. 2 5ntr.41 41-1 Galt "t'AT Kr-4 Red mew/ o Tr ei.:4•Tr grivpitaTfrtiew r 10/17/58 outside year of significance "new garage"7/5/66: "B.R OVER GAR" ARCHIVAL DOCUMENTATION GARAGE CONSTRUCTION: 1958 (SOURCE: CITY OF EDINA) Page 17 of 67 HISTORIC PHOTO VS EXISTING OLDEST PHOTO ON RECORD 1958 (SOURCE: CITY OF EDINA) -17V1 Page 18 of 67 CURRENT PHOTOS OF PROPERTY (2017-2025) Page 19 of 67 PROPOSED FROM STREET 3D RENDERINGS - FRONT FACADE Page 20 of 67 EXISTING VS. PROPOSED 3D RENDERINGS - FRONT FACADE Page 21 of 67 EXISTING VS. PROPOSED 3D RENDERINGS - FRONT FACADE PERSPECTIVE Page 22 of 67 EXISTING VS. PROPOSED 3D RENDERINGS - FRONT FACADE PERSPECTIVE Page 23 of 67 EXISTING VS. PROPOSED 3D RENDERINGS - SOUTH FACADE Page 24 of 67 EXISTING VS. PROPOSED 3D RENDERINGS - NORTH FACADE Page 25 of 67 EXISTING VS. PROPOSED EXTERIOR ELEVATIONS - WEST FACADE Page 26 of 67 TA /C LOT 14S44°02'14"E 51.82---S45°52'45"W 156.86---N46°27'27"W 103.59Δ=5°39'25"L=18.07 R =183.0321±36±---C. BRG.=S43°18'08"E C.=69.87---20905.2TC905.3905.4905.2904.4904.5TC904.7904.8TC904.7TC904.6905.5904.7904.8904.0904.4904.5904.7904.8904.4904.4904.6904.5904.2TC905.0905.4906.1905.0905.1904.9905.1906.3904.9905.0905.19 05.1904.9903.8903.2902.4902.5905.0902.0902.6901.2902.0901.0TW901.9904.8905.8903.9903.9903.2904.0903.6903.6901.2902.1899.0TW897.5899.6897.6898.0897.3897.6899.0TW89 8.3T W 8 97 .8 TW901.4895.8896.5898.3TW895.3895.7TW895.8897.0897.0896.6898.8TW897.2900.3897.3TW896.8896.6896.6897.2896.1895.7892.989 5.2T W 893.2890.1896.4893.78 95.5T W898.3885.9886.9889.0887.4885.5885.8885.4884.8885.6890.5886.4886.0886.8886.8886.3886.2887.4887.1884.8885.3884.8885.6885.4884.8884.8885.5886.2885.9885.7884.8904.0904.26.66.932.61 0.3 8.9 8.3 1 6.2 7 .1115.6 OHW116.7 OHW41.16.0 20.67.64 0.628.236.1 5.45.8 2.89 .7 2.85.741.2CANTILEVER896.6BELOWBELOW898.3884.8903.1CONCRETE WALKCONCRETE DRIVEWAYPAVER WALKSTONE STEPSSTONE STEPSC O N C RE TE W A LKW#101#102#10440"MAPLEM ILL P O N D M IN N EH A H A C R E E KDWNDWNDWN UP PE R L EV EL D EC K PAT IO B ELOW D EC K LOWE R LE V EL D EC KBELOW897.39 05.68 99.2#4630 EDGEBROOK PL.FIRST FLOOR=905.2GARAGE FLOOR=905.1LOW OPENING=897.7904.7#4626886 8 86 8 87 88 88 89890891892893#1038 98 894895896896897894 .5 TW 89990090189 5896897898899900901902903904904 888 887 886889 890 891 892 893 894 895 896 897 8 98899900901902904903905906906905905905905905 ---N57°36'13"E 165.54---905S TOO P SUR VEY LIN EN W L - TO P OF B A N K 88 8.9 L O C A L 1% A N N U AL C H A NCE FL O O D IN U N D AT ION 8 88 .9 LO C A L 1 % FL O O D 888.9 LOCAL 1% FLOOD E D GE OF WAT E R RIP RAP R IP R AP EDGE OF W ATERCHAD & JESSICA KELLYEXISTING CONDITION SURVEY FOR:PROPERTY DESCRIPTION4630 Edgebrook Pl.Edina, MN 55424BENCHMARKSITE ADDRESST.N.H. at the Northeast Corner of #4626 Edgebrook Pl.Elevation = 905.90.Lot 14, Block 14, COUNTRY CLUB DISTRICT BROWN SECTION,Hennepin County, Minnesota.1" = 10'CME172-251 of 1DRAWNREFERENCESCALEBOOK/PAGESHEETJOB NO.07-01-2025I 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:SCALE IN FEET1001020NWBBloomington, MN 55425Email: INFO@WBROWNLANDSURVEYING.COMPh: (952) 854-4055WBROWNLANDSURVEYING.COMW. BROWN LAND SURVEYING, INC.8030 Old Cedar Avenue So., Suite 228GENERAL 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.REMARKSDATEREVISIONSLOT AREA CALCULATION:Lot Area to NWL = 17,114 SFEXISTING BUILDING COVERAGE:House w/ Cantilever = 2,061 SFDeck 547 SF (Less 150 SF Allowance) = 397 SFTotal = 2,458 SFExisting Building Coverage = 14.4%EXISTING IMPERVIOUS SURFACE:House w/ Cantilever = 2,061 SFWalks, Stoops, Stone Steps = 684 SFDriveway = 569 SFDeck w/ Steps = 624 SFTotal = 3,938 SFExisting Impervious Surface = 23.0%NOTE:25% Maximum Allowable Building Coverage50% Maximum Allowable Impervious SurfaceEDGEBROOK PLACEN W L NWLNWLN WL N W L NW LLEGENDFenceRetaining WallTimber Retaining WallTelephone PedestalWater MainWater Shutoff ValveExisting ElevationTop of Curb ElevationFound Iron Monument Existing Contour900Top of Wall Elevation900.0900.0TC900.0TWWTNormal Water Level - Top of BankNWLC.R.Z. = Critical Root ZoneD.B.H. = Diameter at Breast HeightTREE INVENTORYTREE NO.SPECIESD.B.H.HEIGHTC.R.Z.CLASSIFICATIONNOTES#101 ASH 10" 15' NOT PROTECTED#102 LOCUST 16" 24' NOT PROTECTED#103 HACKBERRY 16 24' PROTECTED#104 ASH 14" 21' NOT PROTECTED#105 MAPLE 40" 60' HERITAGE126-18 158/20BLOCK SETBACKSWESTERLY SIDE OF EDGEBROOK PL.FRONT YARD SETBACKADDRESS#4618#4614#4612 28.7'#4626#4622#4634#4630 (SITE)#4640#463834.9'34.1'39.5'41.1'32.6'39.3'40.5'36.4'39.3SSanitary ManholeSSANITARY M.H.RIM=891.36INV.=884.21889.9>>SS >>SS >> S S 8"V C P-C IPP >>SS >> S S 8"V C P -CI P P Sanitary SewerSSS S SS<<S ANI TA R Y S E WE R LIN E PE R FI E LD LOCA TI ON P O TE NTI A L 20 ' S A NI T AR Y SE WE R E A SE ME N T IF R E Q'D . (F IEL D V E R IF Y )893 892 89 189088 988 88 87 101010100 .2 ±0.7±BLOCK AVERAGE = 36.3'#463436.3' B LO C K AV G . F RO N T YA R D S ET BA CK 10' SIDE YARD SETBACK5 0' SET B ACK FROM N W L10' SIDE YARD SETBACKAPPROX. SANITARY SEWER LINE PERGIS MAPPING (FIELD VERIFY LOCATION)26 .5 3 8.5 902.7905.7TW905.7TW903905.4Rock Retaining WallPage 27 of 67 #4630 EDGEBROOK PL.FIRST FLOOR=905.2GARAGE FLOOR=905.1LOW OPENING WALKOUT THRESHOLD=897.7BASEMENT FLOOR=897.6TA /C LOT 14S44°02'14"E 51.82---S45°52'45"W 156.86---N46°27'27"W 103.59Δ=5°39'25"L=18.07 R =183.0321±36±---C. BRG.=S43°18'08"E C.=69.87---20905.2TC905.3905.4905.2904.4904.5TC904.7904.8TC904.7TC904.6905.5904.7904.8904.0904.4904.5904.7904.8904.4904.4904.6904.5904.2TC905.0905.4906.1905.0905.1904.9905.1906.3904.9905.0905.19 05.1904.9903.8903.2902.4902.5905.0902.0902.6901.2901.9904.8905.8903.9903.9903.2904.0903.6903.6901.2902.1899.0TW897.5899.6897.6898.0897.3897.6899.0TW8 97 .8 TW901.4895.8896.5895.3895.7TW897.0897.2897.3TW896.8896.6896.6897.2896.1895.7892.989 5.2T W 893.2890.1896.4893.78 95.5T W898.3885.9886.9889.0887.4885.5885.8885.4884.8885.6890.5886.4886.0886.8886.8886.3886.2887.4887.1884.8885.3884.8885.6885.4884.8884.8885.5886.2885.9885.7884.8904.0904.26.66.932.61 0.3 8.9 8.3 1 6.2 7 .1116.7 OHW41.16.0 20.67.64 0.628.236.1 5.42 5.141.2CANTILEVER898.3884.8903.1CONCRETE WALKCONCRETE DRIVEWAYPAVER WALKSTONE STEPSC O N C RE TE W A LKW#101#102#10440"MAPLEM ILL P O N D M IN N EH A H A C R E E K897.3904.7#4626886 8 86 8 87 88 88 89890891892893#1038 98 89 4895896 896897894 .5 TW 89990090189 5896897898899900901902903904904 888 887 886889 890 891 892 893 894 895 896 897898899900901 902904905906906905905905905905 ---N57°36'13"E 165.54---905S TOO P SUR VEY LIN EN W L - TO P OF B A N K 88 8.9 L O C A L 1% A N N U AL C H A NCE FL O O D IN U N D AT ION 8 88 .9 LO C A L 1 % FL O O D 888.9 LOCAL 1% FLOOD E D GE OF WAT E R RIP RAP R IP R AP EDGE OF W ATERCHAD & JESSICA KELLYSITE PLAN | PROPOSED ADDITION for:PROPERTY DESCRIPTION4630 Edgebrook Pl.Edina, MN 55424BENCHMARKSITE ADDRESST.N.H. at the Northeast Corner of #4626 Edgebrook Pl.Elevation = 905.90.Lot 14, Block 14, COUNTRY CLUB DISTRICT BROWN SECTION,Hennepin County, Minnesota.1" = 10'CME172-251 of 1DRAWNREFERENCESCALEBOOK/PAGESHEETJOB NO.07-10-2025I 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:SCALE IN FEET1001020NWBBloomington, MN 55425Email: INFO@WBROWNLANDSURVEYING.COMPh: (952) 854-4055WBROWNLANDSURVEYING.COMW. BROWN LAND SURVEYING, INC.8030 Old Cedar Avenue So., Suite 228GENERAL 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.REMARKSDATEREVISIONSLOT AREA CALCULATION:Lot Area to NWL = 17,114 SFEXISTING BUILDING COVERAGE:House w/ Cantilever = 2,061 SFDeck 547 SF (Less 150 SF Allowance) = 397 SFTotal = 2,458 SFExisting Building Coverage = 14.4%EXISTING IMPERVIOUS SURFACE:House w/ Cantilever = 2,061 SFWalks, Stoops, Stone Steps = 684 SFDriveway = 569 SFDeck w/ Steps = 624 SFTotal = 3,938 SFExisting Impervious Surface = 23.0%PROPOSED BUILDING COVERAGE:House w/ Cantilever = 2,061 SFDemo Existing Deck = 0 SFProposed House Additions = 1,052 SFProposed Deck (Excluding Above Addition, Less 150 SF Allowance) = 44 SFTotal = 3,157 SFExisting Building Coverage = 18.5%PROPOSED IMPERVIOUS SURFACE:House w/ Cantilever = 2,061 SFWalks, Stoops, Stone Steps = 684 SFDemo Stone Steps/Walk at SE'ly House Corner = -73 SFDriveway = 569 SFDemo Existing Deck w/ Steps = 0 SFProposed House Additions = 1,052 SFProposed Deck w/ Steps (Excluding Above Addition) = 244 SFProposed Patio = 380 SFProposed Steps at SE'ly House Addition = 30 SFTotal = 4,947 SFExisting Impervious Surface = 28.9%*Proposed Net Impervious Surface Increase = 1,009 SFNOTE:25% Maximum Allowable Building Coverage50% Maximum Allowable Impervious SurfaceEDGEBROOK PLACEN W L NWLNWLN WL N W L NW LLEGENDFenceRetaining WallTimber Retaining WallTelephone PedestalWater MainWater Shutoff ValveExisting ElevationTop of Curb ElevationFound Iron Monument Existing Contour900Top of Wall Elevation900.0900.0TC900.0TWWTNormal Water Level - Top of BankNWLC.R.Z. = Critical Root ZoneD.B.H. = Diameter at Breast HeightTREE INVENTORYTREE NO.SPECIESD.B.H.HEIGHTC.R.Z.CLASSIFICATIONTREE PLAN NOTES#101 ASH 10" 15' REMOVABLE SAVE, OUTSIDE CONSTRUCTION LIMITS#102 LOCUST 16" 24' REMOVABLE SAVE, PROTECT AS REQ'D.#103 HACKBERRY 16 24' PROTECTED SAVE, PROTECT AS REQ'D.#104 ASH 14" 21' REMOVABLE SAVE, OUTSIDE CONSTRUCTION LIMITS#105 MAPLE 40" 60' HERITAGE SAVE, OUTSIDE CONSTRUCTION LIMITS126-18 158/20BLOCK SETBACKSWESTERLY SIDE OF EDGEBROOK PL.FRONT YARD SETBACKADDRESS#4618#4614#4612 28.7'#4626#4622#4634#4630 (SITE)#4640#463834.9'34.1'39.5'41.1'32.6'39.3'40.5'36.4'39.3SSanitary ManholeSSANITARY M.H.RIM=891.36INV.=884.21889.9>>SS >>SS >> S S 8"V C P-C IPP >>SS >> S S 8"V C P -CI P P Sanitary SewerSSS S SS<<S ANI TA R Y S E WE R LIN E PE R FI E LD LOCA TI ON P O TE NTI A L 20 ' S A NI T AR Y SE WE R E A SE ME N T IF R E Q'D . (F IEL D V E R IF Y )893 892 89 189088 988 88 87 101010100 .2 ±0.7±BLOCK AVERAGE = 36.3'#463436.3' B LO C K AV G . F RO N T YA R D S ET BA CK 10' SIDE YARD SETBACK5 0' SET B ACK FROM N W L10' SIDE YARD SETBACKAPPROX. SANITARY SEWER LINE PERGIS MAPPING (FIELD VERIFY LOCATION)26 .5 3 8.5 902.7905.7TW905.7TW903905.4Rock Retaining WallB AS EME NT F LO O R WA LKOU T=897.6 903897896895R EL OCA TE A /C UNIT16 .3 897PROPOSED ADDITION2.237.60PRO POS ED AD D IT IO N BASE M E NT FLO O R=(895.6)P ROP OSE D A DD ITIONB ASEMEN T FL OOR =(895.6)P RO P OSEDP ROPOSED P ATIO Proposed ElevationProposed Contour900(900.0)101.1 NWLMAIN L EV EL D ECK A T GRA DE32.8Proposed Silt Fence/Erosion Control895896897898899900901902P ROP O SE D STEPS902.06.5AVG. EXISTING FRONT YARD GRADE=904.5AVG. PROPOSED REAR YARD GRADE=(895.1)PR OPO SE D A DDITIONBA SE M EN T FLO OR=(895.6)LOW ER LE VE L ONL Y(D ECK AB OVE )Total Linear Wall Distance = 243.6'Average Existing Front Yard Grade = 904.5Average Proposed Rear Yard Grade = (895.1)Wall Above 899.8 Mid-Grade El. = 138.8' or 57.0%Wall Below 899.8 Mid-Grade El. = 104.8' or 43.0%895.8896.6(899.8)(899.8)(89 5.1 )(8 95 .1 )(895.1)(895.1)89589 5 BASEMENT FLOOR CALCULATION17.7215.3318 .09 16.0718.56 21.0722.58 15.3311.6523.59 11.9289 4893 892 SITE PLAN NOTES:· Builder to verify proposed floor elevations.· General contractor assumes responsibility for dimensions, grades,elevations, notes, and conformity to local and IRC codes. Verify theseplans for possible changes prior to construction.· Patios, walks, driveways and retaining walls subject to design changes.*NO SUMP DISCHARGE WAS OBSERVED ON SITE.Page 28 of 67 50'-0" REAR YARD SB FROM OHWM(VERIFY ELEV)FEMA 100-YEAR FLOODWAY(APPROX. LOCATION)10'-0" SIDE YARD SB 1 0 ' - 0 " S I D E Y A R D S BPROPERTY LINE (APPROX.)4630 EDGEBROOKPLACEORDINARY HIGH WATER LINE80'-4" (LOT WIDTH 50' BACK FROM FRONT LOT LINE)DECKDRIVEWAYA/CLOT 14S44°02'14"E 51.82--- S 4 5 ° 5 2 ' 4 5 "W 1 5 6 . 8 6 - - -N46°27'27"W 103.59Δ=5°39'25"L=18.07 R=183.03---C. BRG.=S43°18'08"E C.=69.87---905.2TC905.3905.4905.2904.5TC904.7904.8TC904.7TC904.6905.5904.7904.8904.0904.7904.8904.4904.4904.6904.5905.0905.4906.1905.0905.1904.9905.1906.3904.9905.0905.1905.1904.9903.8903.2902.4902.5905.0902.0902.6901.2902.0901.0TW901.9904.8905.8903.9903.9903.2904.0903.6903.6901.2902.1899.0TW897.5899.6897.6898.0897.3897.6899.0TW898.3TW897.8TW901.4895.8896.5898.3TW895.3895.7TW895.8897.0897.0896.6898.8TW897.2900.3897.3TW896.8896.6896.6897.2896.1895.7892.9895.2TW893.2890.1896.4893.7895.5TW898.3885.9886.9889.0887.4885.8890.5886.8886.2887.4887.1885.3884.8885.6885.4884.8886.2885.9904.26.66.932 . 6 10.38.98.316.27.1115.6 OHW 116.7 OHW6.020.67. 6 40.628 . 2 36.15.45.82.8 9.72.85.741 . 2 C A N T I L E V E R896.6BELOWBELOW898.3903.1C O N C R E T E W A L K C O N C R E T E D R I V E W A Y PAVER WALK STONE S T E P S STONE STEPSCONCRETE WALKW#102#10440"MAPLEILL PONDHA CREEKDWN DWNDWN UPPER LEVEL DECKPATIO BELOW DECKLOWER LEVEL DECKBELOW897.3905.6899.2#4630 EDGEBROOK PL.FIRST FLOOR=905.2GARAGE FLOOR=905.1LOW OPENING=897.7904.7#4626886886887888889890891892893#103898894895896896897894.5TW899900901895896 89789889990090190290390490 4888887889890891892893894895 896897898899900901902904 903 90 5 90 6 90 6 9 0 5 90 5905 90590 5 ---N57°36'13"E 165.54--- 905STOOPSURVEY LINENWL - TOP OF BANK888.9 LOCAL 1% ANNUALCHANCE FLOOD INUNDATION888.9 LOCAL 1% FLOOD888.9 LOCAL 1% FLOODRIP RAPEDGEBROOK PLACENWLNWLSSANITARY M.H.RIM=891.36INV.=884.21889.9>>SS>>SS>>SS 8"VCP-CIPP>>SS>>SS 8"VCP-CIPPSSSS <<SANITARY SEWER LINEPER FIELD LOCATIONPOTENTIAL 20' SANITARY SEWEREASEMENT IF REQ'D. (FIELD VERIFY)8938928918908898888871 0 1 0 10100.2±36.3' BLOCK AVG. FRONT YARD SETBACK10 ' S I D E Y A R D S E T B AC K50' SETBACK FROM NWL10' SIDE YARD SETBACK APPRO X . S A N I T A R Y S E W E R L I N E P E R GIS MA P P I N G ( F I E L D V E R I F Y L O C A T I O N )26.538.5902.7905.7TW905.7TW903905.436.3' AVG FRONT YARD SBNEIGHBORNEIGHBOR1EXISTING SITE DIAGRAM(APPROX SCALE) 1/8" = 1'-0" on 24x36 1/16" = 1'-0" on 11x17NX01EXISTING SITE DIAGRAMATW, SURVEYORZONING SUMMARYZONING DISTRICT: R-1YEAR BUILT: 1935EXISTING LOT TOTALS (APPROX.)·TOTAL LOT SIZE: 17,396 SF·TOTAL HOUSE FOOTPRINT: 2,061 SF·TOTAL DECK: 547 -150 = 397 SF·TOTAL BUILDING COVERAGE: 2,458 SF (14.4%)BUILDING COVERAGE EXCEPTIONS:Decks and patios. The first 150 square feet of an unenclosed deck orpatio shall not be included when computing building coverage.Sec. 36-438. Requirements for building coverage, impervioussurface lot coverage, setbacks and height. Lots 9,000 square feetor greater in area. Building coverage shall be not more than 25 percentfor all buildings and structures. On lots with an existing conditional use,if the combined total area occupied by all accessory buildings andstructures, excluding attached garages, is 1,000 square feet or greater,a conditional use permit is required.MAXIMUM LOT COVERAGE:·< 25% OF LOT AREA = 4,349 SF(SEE SURVEY FOR IMPERVIOUS LOT COVERAGE - EXISTINGAND PROPOSED)GENERAL SETBACKS AND HEIGHT RESTRICTIONS:PRIMARY STRUCTURE·FRONT YARD: 30'**·SIDE YARD(S): 10'·REAR YARD: 50' FROM OHWM·HEIGHT: 2 12 stories (35' based on 80' prop. width - HPC rulestrump) Measured from highest point on roof, shall not exceed 30'.For lots that exceed 75' in width, the max. height shall be 35'+Xwhere X is equal to one inch per foot beyond 75' lot width with amax. of 40'.Sect. 36-429 Special requirements.a.Established front street setback. When more than 25 percentof the lots on one side of a street between streetintersections, on one side of a street that ends in acul-de-sac, or on one side of a dead-end street, are occupiedby dwelling units, the front street setback for any lot shall bedetermined as follows:1.If there is an existing dwelling unit on an abutting lot ononly one side of the lot that has a front street setback onthe same street, the front street setback requirement shallbe the same as the front street setback of the dwellingunit on the abutting lot on the same street; or the frontstreet setback shall be the average front street setback ofall other dwelling units on the same side of that street,between intersections.2.If there are existing dwelling units on abutting lots on bothsides of the lot that both have a front street setback onthe same street, the front street setback shall be theaverage of the front street setbacks of the dwelling unitson the two abutting lots on the same street; or the frontstreet setback shall be the average front street setback ofall other dwelling units on the same side of that street,between intersections.FLOODPLAIN DISTRICT & MCWD PERMIT RULESSECTION 36-1268 - Setbacks from naturally occurring lakes, pondsand streams. "... All principal and accessory structures shall maintain aminimum setback of 50 feet from the ordinary high-water elevation.."FEMA BASE FLOOD ELEVATION: 888.2' (*need to stay 2' above -890.2') or walk-out basement from this point. Basement can be up to888.2.=, but no lower.FLOODPLAIN ALTERATION:·Altering or filling land below the 100-year high water elevation of awater bodyEROSION CONTROL:·Exposing 5,000 square feet of soil·Grading, excavating, filling, or on-site storing of 50 cubic yards ofsoilREHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION Page 29 of 67 #102#104#4630 EDGEBROOK PL.FIRST FLOOR=905.2GARAGE FLOOR=905.1LOW OPENING=897.7#4626#103SSANITARY M.H.RIM=891.36INV.=884.21905.7TW905.7TW 50'-0" REAR YARD SB FROM OHWM(VERIFY ELEV)FEMA 100-YEARFLOODWAY 888.9'(APPROX. LOC.)10'-0" SIDE YARD SB1 0'-0" SI D E Y A R D S B EROSION AND SEDIMENT NOTES FROM CITY OF EDINA1. (Name of Builder) is responsible for the cleanliness of thesite and the maintenance of the erosion and sedimentcontrols and can be reached at (Telephone number).2. The street will be swept clean before the end of each day ofactive construction, when sediment is tracked into thestreet.3. Areas with slopes greater than 3 to 1 and areas next towetlands/waterbodies graded or exposed duringconstruction shall be protected with temporary vegetation,mulching or other means as soon as practical and doublesilt fence.4. All exposed soil areas will be stabilized as soon as practical.Unworked soils that remain exposed and not in use forlonger than 14 days will be covered with temporary seed(grass, oats, or wheat).5. No concrete washout shall occur on site unless it is donewith an approved Minnesota Pollution Control Agency(MPCA) device or standard.6. Stockpiles shall be surrounded with adequate perimetercontrol to prevent sedimentation and erosion.7. From March 21st to November 1st, drop inlet protection withcurb overflow installed in all storm sewer inlets downstreamof the site within one block or as directed by the City.8. Site shall be kept clean at all times and refuse properlycontrolled.9. Temporary pumping shall not be permitted without the useof an approved Minnesota Pollution Control Agency(MPCA) device or standard.10. Soil compaction shall be minimized; areas of compactedsoil will be removed or loosened via tilling to a depth of noless than 4 inches.11. Dust control measures shall be taken.12. The contractor shall inspect on a weekly basis and after anyrainfall greater than 1” all erosion control devices and makeany repairs immediately. An inspection log shall be kept onsite detailing these inspections and repairs performed.80'-4" (LOT WIDTH 50' BACK FROM FRONT LOT LINE)70'-0"DRIVEWAY,SWEPT DAILYDECKPATIOAT GRADE4630 EDGEBROOKPLACECONDITIONEDBELOWADDITIONADDITIONUTILITYEASEMENTSILT SOCK/FENCEPROTECTTREENEIGHBORCONSTRUCTIONENTRANCEDROP INLET PROTECTION WITHCURB OVERFLOW FOR ALL STORMSEWER INLETS DOWNSTREAM OFTHE SITE WITHIN ONE BLOCK OR ASDIRECTED BY THE CITYOHWLPROP. LINE APPROX17SF ADDITION INLINE WITH EXISTING(WHICH DOES NOTENCROACH CLOSERTO PROPERTY LINE)NON-CONFORMINGVARIANCE LOCATION ATLOWER LEVEL ONLY 127 SF36.3' BLOCK AVG. FRONTYARD SETBACKNEIGHBORRETAINING WALL(LESS THAN 30"AS NEEDEDDOUBLE SILTSOCK TOWARDSCREEK904' 903'902'901'LL ELEV @ WALK OUT:895.7' (APPROX)900.5'900.0'899.5'899.0'898.5'898.0'897.5'897.0'896.5'896.0'895.5'900'899'898'897'896'895'RETAINING WALL(AS NEEDED)LANDSCAPE STAIRS ONGRADE (30 SF & 3'-6"FROM PROP. APPROX)PROTECTTREEPROTECTTREE1PROPOSED SITE DIAGRAM(APPROX SCALE) 1/8" = 1'-0" on 24x36 1/16" = 1'-0" on 11x17NA01SITE DIAGRAMATW, AMREHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION ZONING SUMMARYZONING DISTRICT: R-1YEAR BUILT: 1935LOT MINIMUMS:75' WIDE x 120' DEEP & 9,000 SFACTUAL: 70' WIDE x ~160' DEEP x 17,396 SFBUILDING COVERAGE: < 25%EXISTING: 2,061 SF HOUSE + 397 SF DECK = 2,458 SF (14.4%)PROPOSED: 3,095 SF HOUSE + 652 DECK = 3,747 SF (21.5%)BUILDING COVERAGE EXCEPTIONS: DECKS AND PATIOSTHE FIRST 150 SQUARE FEET OF AN UNENCLOSED DECK ORPATIO SHALL NOT BE INCLUDED WHEN COMPUTING BUILDINGCOVERAGE.IMPERVIOUS SURFACE LOT COVERAGE:<50%EXISTING: 2,458 SF BUILDING + 1,185 SF LANDSCAPE = 3,643 SF(20.9%)PROPOSED: 3,747 SF BUILDING + 1,185 SF LANDSCAPE = 4,932SF (28.4%)BUILDING SETBACKS:FRONT YARD: 30'**INTERIOR SIDE YARD: 10'REAR YARD: 50' FROM OHWMSECT. 36-439 SPECIAL REQUIREMENTS.a. ESTABLISHED FRONT STREET SETBACK. WHEN MORETHAN 25 PERCENT OF THE LOTS ON ONE SIDE OF ASTREET BETWEEN STREET INTERSECTIONS, ON ONESIDE OF A STREET THAT ENDS IN A CUL-DE-SAC, OR ONONE SIDE OF A DEAD-END STREET, ARE OCCUPIED BYDWELLING UNITS, THE FRONT STREET SETBACK FORANY LOT SHALL BE DETERMINED AS FOLLOWS:1. IF THERE IS AN EXISTING DWELLING UNIT ON ANABUTTING LOT ON ONLY ONE SIDE OF THE LOT THATHAS A FRONT STREET SETBACK ON THE SAMESTREET, THE FRONT STREET SETBACKREQUIREMENT SHALL BE THE SAME AS THE FRONTSTREET SETBACK OF THE DWELLING UNIT ON THEABUTTING LOT ON THE SAME STREET; OR THE FRONTSTREET SETBACK SHALL BE THE AVERAGE FRONTSTREET SETBACK OF ALL OTHER DWELLING UNITS ONTHE SAME SIDE OF THAT STREET, BETWEENINTERSECTIONS.2. IF THERE ARE EXISTING DWELLING UNITS ONABUTTING LOTS ON BOTH SIDES OF THE LOT THATBOTH HAVE A FRONT STREET SETBACK ON THE SAMESTREET, THE FRONT STREET SETBACK SHALL BE THEAVERAGE OF THE FRONT STREET SETBACKS OF THEDWELLING UNITS ON THE TWO ABUTTING LOTS ONTHE SAME STREET; OR THE FRONT STREET SETBACKSHALL BE THE AVERAGE FRONT STREET SETBACK OFALL OTHER DWELLING UNITS ON THE SAME SIDE OFTHAT STREET, BETWEEN INTERSECTIONS.BUILDING HEIGHT: 2 12 STORIES (35' PER 80' WIDTH + HPCRULES)MEASURED FROM HIGHEST POINT ON ROOF, SHALL NOTEXCEED 30'. FOR LOTS THAT EXCEED 75' IN WIDTH, THE MAX.HEIGHT SHALL BE 35'+X WHERE X IS EQUAL TO ONE INCH PERFOOT BEYOND 75' LOT WIDTH WITH A MAX. OF 40'.FLOODPLAIN DISTRICT & MCWD PERMIT RULESSECTION 36-1268 - SETBACKS FROM NATURALLY OCCURRINGLAKES, PONDS AND STREAMS. "... ALL PRINCIPAL ANDACCESSORY STRUCTURES SHALL MAINTAIN A MINIMUMSETBACK OF 50 FEET FROM THE ORDINARY HIGH-WATERELEVATION.."FEMA BASE FLOOD ELEVATION: 888.2' -NEED TO STAY 2' ABOVE (890.2') FOR WALK-OUTBASEMENT.-BASEMENT CAN BE UP TO 888.2, BUT NO LOWER.FLOODPLAIN ALTERATION:-ALTERING OR FILLING LAND BELOW THE 100-YEAR HIGHWATER ELEVATION OF A WATER BODYEROSION CONTROL:-EXPOSING 5,000 SQUARE FEET OF SOIL-GRADING, EXCAVATING, FILLING, OR ON-SITE STORING OF 50CUBIC YARDS OF SOILPage 30 of 67 1SITE AERIAL(APPROX SCALE) 1/8" = 1'-0" on 24x36 1/16" = 1'-0" on 11x17NX02SITE AERIALGOOGLEREHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION Page 31 of 67 N02481EXISTING LOWER LEVEL PLAN 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17MEDIAROOMPLAYWINECELLARBATHMECH/STORAGEUNEXCAVATEDUNEXCAVATEDLOWERDECKX10EXISTING LOWERLEVEL PLANATWREHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION Page 32 of 67 N02481LOWER LEVEL PLAN 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17LOWERLIVING ROOMWINECELLARMECH/STORAGEUNEXCAVATEDSAUNAGOLF SIMQ STUDY ORBEDROOMPATIO3232EXERCISEROOMLL BATH17R UPBAROUTDOORSTORAGEEXERCISESTORAGEBILLIARDS3632303R DN3R DN363636 2R DNUP17R?3017 SF ADDITION (TBDON EST. FRONT YARDSETBACK)LOCATION OF VARIANCE REQUEST LOWER LEVEL EXPANSION OVER10'-0" SIDE YARD SETBACK (127 SF)EST. FRONT YARDSETBACK 36.3'EXISTINGREHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION A10LOWER LEVELPLANML, AWPage 33 of 67 N02481EXISTING MAIN LEVEL PLAN 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17OPEN TOABOVEGARAGEFOYERWCKITCHENNOOKSITTINGROOMDININGROOMLIVINGROOMCLDECK13 DN14 UPNOT MEASURED -VFY DIMENSIONSAS NECESS.R/FDECK BELOWX11EXISTING MAINLEVEL PLANATWREHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION Page 34 of 67 N02481MAIN LEVEL PLAN 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17GARAGE16'-0"FILL INDROPPEDFLOORRAISESTOOP 6-7"22'-10"TV30DBLOVENS36" REF1 DN1 DN364-SEASONPORCHEXISTINGCORNERTO REMAINUP15RDN17R?TV363636LIVINGROOMKITCHENDININGROOMPANTRYSTUDYENTRYMUDROOMCLOSET CLOSET BENCH WITH HOOKS DN17R?DECK17 SF ADDITION (TBDON EST. FRONT YARDSETBACK)47 SF OVERTHE SETBACKADDEDGAS FPEST. FRONT YARDSETBACK 36.3'EXISTINGNEW CONSTRUCTIONREHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION A11MAIN LEVELPLANML, AWPage 35 of 67 N02481EXISTING UPPER LEVEL PLAN 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x1714DNKID'S BATHBEDROOM #1BEDROOM #2CLCLCLCLCLCLCLBATHOFFICESTOR.MASTERBEDROOMLAUNDRYMASTERBATHWCWDX12EXISTING UPPERLEVEL PLANATWREHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION Page 36 of 67 N02481UPPER LEVEL PLAN 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17PRIMARYBEDROOM14 DN32EXISTING BRICKTO REMAIN4'-6" SP 4'-6" SP 5'-1" SP5'-1" SP*7'-6"ISLAND/DRESSER*7'-6"WDLAUNDRYPRIMARYCLOSET*7'-6"*8'-6" ORVAULTED?6'-6" SP BENCHSAFE?*7'-8"STUDYQ6'-6" SP30HOOKSQ 32323032Q303032PRIMARYBATHROOM*8'-6"GUESTBEDROOM*8'-6"GUESTBATH*8'-6"BOYSBEDROOM 13228*7'-10" OR VAULTCEILING FORHIGH WDWSLOPE306'-6" SPCTRLS4'-0"EXISTINGCORNEROF MAINHOUSE6'-6" SP *7'-6"*7'-6"*8'-6"? VFY3032323230BOOKS OR LINENBOOKSBOOKSBOOKS OR LINENSLOPESLOPESLOPE3030 LINENBOYSBEDROOM 2*8'-6"BATHROOM4'-0"HIGH WDW6'-6" SPCHIMNEY 47 SF OVERTHE SETBACKADDED17 SF ADDITION (TBDON EST. FRONT YARDSETBACK)EST. FRONT YARDSETBACK 36.3'EXISTINGNEW CONSTRUCTIONREHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION A12UPPER LEVELPLANML, AWPage 37 of 67 N02481EXISTING ROOF PLAN1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17X13EXISTING ROOFPLANATWREHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION Page 38 of 67 N024 81ROOF PLAN1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17NEW ROOFNEW ROOFNEW ROOFNEW ROOFNEW ROOFNEW COPPERCHIMNEYNEW BRICK CHIMNEY9/129/129/129/129/129/129/129/124/124/12NEW COPPERCHIMNEY47 SF OVER THESETBACK ADDEDEST. FRONT YARDSETBACK 36.3'EST. FRONT YARDSETBACK 36.3'REHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION A13ROOFPLANML, AWPage 39 of 67 N02481ROOF PLAN1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x172173 SF - EXISTING ROOF(SHOWN WITH GRAY)NEW ROOFNEW ROOFNEW ROOFNEW ROOFNEW ROOFNEW COPPERCHIMNEYNEW BRICK CHIMNEY9/129/129/129/129/129/129/129/124/124/12NEW COPPERCHIMNEY47 SF OVER THESETBACK ADDEDEST. FRONT YARDSETBACK 36.3'EST. FRONT YARDSETBACK 36.3' REHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION A13ROOFPLANML, AW666.2 sf34.15 sf177.39 sfTOTALS: EXISTING ROOF TOTAL (TAKEN IN PLAN): 2173 SFTOTAL REMOVED: 878 SF(2173-878 = 1,295 SF REMAINING)1,295/2,173 = 60% ROOF REMAINING IN PLACE EXISTING VS. PROPOSED ROOF DEMO DIAGRAMKEY: EXISTING FOOTPRINT AREA REMOVED ROOF IS BEINGRAISED UP ANDREBUILTPage 40 of 67 912912412912133224456677912912912412ALIGN WDWS WITH EXISTINGHEAD HEIGHT, LARGERDOUBLE HUNGS FOR EGRESS- MATCH PROPORTIONS OFLARGE DOUBLE HUNG ONMAIN LEVELARCHED TOP DOORWITH 6-7" STOOP,SHORTEN BOT. OF COLS1EGRESSEGRESSMAINTAIN HEIGHT & SLOPEOF HIPPED ROOF, SHORTENTO FRONT FACADENEW BRACKET SIMILAR TOSIDE ENTRY BRACKETPAINTED GARAGE DOOR±7"EXISTING BRACKET TOREFERENCE FOR FRONTGARAGE HIPPED ROOF13322445667ADDITION AT REAR THAT"KINKS" INTO VIEWBRICK TO BE PAINTEDCEDAR SHAKE SIDING FORSOLID STAIN10FRONT GARAGE EXPANSIONOVER ESTABLISHED FRONT YARDSETBACK (2'-2" ADDITION) 17SF(ALLOWED UP TO 200SF)ADD.ADDITION7 7REHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005A20EXTERIORELEVATIONSML, AW1EXISTING FRONT FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x172PROPOSED FRONT FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x17N ELEVATION KEYED NOTESGENERAL NOTES: MISC. MATERIAL NOTES NOTLABELED·FRONT DOOR - ASSUME PAINT GRADE·GUTTERS & DOWNSPOUTS. ASSUME 5"K-STYLE PROFILE FOR GUTTER AND ROUNDDOWNSPOUT·GARAGE DOORS - PANELED FOR PAINT·CHIMNEY - 3" BRICK123SURFACES / FLATWORK:BRICK WET LAID STOOP46ROOF:CEDAR SHAKE ROOF (ALT. ASPHALTSHINGLES)WALLS:CEDAR SHAKE SIDINGBRICK VENEER7810EXTERIOR MILLWORK:WINDOWS AND DOORS: 2-1/4"BRICKMOLD CASING AND 1-1/2"SUBSILL FOR PAINTBRICK SOLIDER COURSE HEADER ANDBRICK SILL AT BRICK LOCATIONS2-PART RAKE & EAVE - 1X6 WITHPROFILE COMPOSITE TRIM BOARDSFOR PAINT,PAINTED PLYWOOD SOFFITSDECORATIVE BRACKETS FOR PAINTPAINTED HARDY PANELING59NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSIONASPHALT ARCHITECTURALSHINGLES TO REPLACECEDAR SHAKE (SLATELINEGAF ASPHALT SHINGLE ORSIMILAR)Page 41 of 67 ±7"1FRONT ENTRY 1" ON 11x17 = 1'-0" 2'01'6"±7'-6" REHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION EXTERIORELEVATIONSML, AW2EXISTING FRONT ENTRY (EXTERIOR)(NTS)3EXISTING FRONT ENTRY (INTERIOR)(NTS)DROPPED ENTRYFLOOR CREATES A"TRIPPER" STAIR ANDDOOR IS FLUSH WITHEXTERIOR GRADEEXISTING FANLIGHTIS BLOCKED BY ASTAIR LANDINGEXISTING ROOFCANOPY TO REMAIN(RE-ROOF AS REQ'D)EXISTING ARCHEDBRICK TO REMAINNEW ARCHED TOPPEDHALF-LITE DOOR,MUNTINS ANDPANELING BELOW FORPAINT. DOOR HEIGHT ISBASED ON KEEPINGEXISTING BRICKHEADER AND BRINGINGUP STOOPSIDE LIGHT WINDOWSTO REMAINNEW BRICK PAVERSTOOPBOTTOM OF COLUMNSARE SHORTENED ANDBASE IS SALVAGEDOR REBUILT TO SAMEDETAILEXISTING DOORIS CLOSE TOGRADEFANLIGHT ISCLOSED OFFPage 42 of 67 9126129122113324546779129121ROOF PORTION ADDEDADDITION (ALLOWED TOCONTINUE NON-CONFORMITYUP TO 200SF WITH OUT AVARIANCE ON BOTH LEVELS)LOCATION OF VARIANCE REQUEST LOWER LEVEL EXPANSION OVER10'-0" SIDE YARD SETBACKADDITION211324476COPPER CHIMNEY3REHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION A21EXTERIORELEVATIONSML, AW1EXISTING SOUTH FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x172PROPOSED SOUTH FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x17N ELEVATION KEYED NOTESGENERAL NOTES: MISC. MATERIAL NOTES NOTLABELED·FRONT DOOR - ASSUME PAINT GRADE·GUTTERS & DOWNSPOUTS. ASSUME 5"K-STYLE PROFILE FOR GUTTER AND ROUNDDOWNSPOUT·GARAGE DOORS - PANELED FOR PAINT·CHIMNEY - 3" BRICK123SURFACES / FLATWORK:BRICK WET LAID STOOP46ROOF:CEDAR SHAKE ROOF (ALT. ASPHALTSHINGLES)WALLS:CEDAR SHAKE SIDINGBRICK VENEER7810EXTERIOR MILLWORK:WINDOWS AND DOORS: 2-1/4"BRICKMOLD CASING AND 1-1/2"SUBSILL FOR PAINTBRICK SOLIDER COURSE HEADER ANDBRICK SILL AT BRICK LOCATIONS2-PART RAKE & EAVE - 1X6 WITHPROFILE COMPOSITE TRIM BOARDSFOR PAINT,PAINTED PLYWOOD SOFFITSDECORATIVE BRACKETS FOR PAINTPAINTED HARDY PANELING59Page 43 of 67 91291241212323445667912NEW CHIMNEYEGRESSEGRESSEGRESSEGRESSEGRESSEGRESSEGRESSNEIGHBORSRETAINING WALLON PROPERTYLINE (APPROX.)EGRESSEGRESSEGRESSADDITIONCOPPER CHIMNEYCOPPER CHIMNEY223445667377571199711REHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION A22EXTERIORELEVATIONSML, AW1EXISTING WEST FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x172PROPOSED WEST FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x17ELEVATION KEYED NOTESGENERAL NOTES: MISC. MATERIAL NOTES NOTLABELED·FRONT DOOR - ASSUME PAINT GRADE·GUTTERS & DOWNSPOUTS. ASSUME 5"K-STYLE PROFILE FOR GUTTER AND ROUNDDOWNSPOUT·GARAGE DOORS - PANELED FOR PAINT·CHIMNEY - 3" BRICK123SURFACES / FLATWORK:BRICK WET LAID STOOP46ROOF:CEDAR SHAKE ROOF (ALT. ASPHALTSHINGLES)WALLS:CEDAR SHAKE SIDINGBRICK VENEER7810EXTERIOR MILLWORK:WINDOWS AND DOORS: 2-1/4"BRICKMOLD CASING AND 1-1/2"SUBSILL FOR PAINTBRICK SOLIDER COURSE HEADER ANDBRICK SILL AT BRICK LOCATIONS2-PART RAKE & EAVE - 1X6 WITHPROFILE COMPOSITE TRIM BOARDSFOR PAINT,PAINTED PLYWOOD SOFFITSDECORATIVE BRACKETS FOR PAINTPAINTED HARDY PANELING59LOCATION OF VARIANCE REQUEST LOWER LEVEL EXPANSION OVER10'-0" SIDE YARD SETBACKPage 44 of 67 91291261211232354677766912REMOVE DOORAND STOOPRETAINING WALL -VERIFY912ADDITION1123234467756665REHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION A23EXTERIORELEVATIONSML, AW1EXISTING NORTH FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x172PROPOSED NORTH FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x17N ELEVATION KEYED NOTESGENERAL NOTES: MISC. MATERIAL NOTES NOTLABELED·FRONT DOOR - ASSUME PAINT GRADE·GUTTERS & DOWNSPOUTS. ASSUME 5"K-STYLE PROFILE FOR GUTTER AND ROUNDDOWNSPOUT·GARAGE DOORS - PANELED FOR PAINT·CHIMNEY - 3" BRICK123SURFACES / FLATWORK:BRICK WET LAID STOOP46ROOF:CEDAR SHAKE ROOF (ALT. ASPHALTSHINGLES)WALLS:CEDAR SHAKE SIDINGBRICK VENEER7810EXTERIOR MILLWORK:WINDOWS AND DOORS: 2-1/4"BRICKMOLD CASING AND 1-1/2"SUBSILL FOR PAINTBRICK SOLIDER COURSE HEADER ANDBRICK SILL AT BRICK LOCATIONS2-PART RAKE & EAVE - 1X6 WITHPROFILE COMPOSITE TRIM BOARDSFOR PAINT,PAINTED PLYWOOD SOFFITSDECORATIVE BRACKETS FOR PAINTPAINTED HARDY PANELING59Page 45 of 67 91291261211232354677766EGRESSEGRESSEGRESSMAINTAIN HEIGHT & SLOPEOF HIPPED ROOF, SHORTENTO FRONT FACADENEW BRACKET SIMILAR TOSIDE ENTRY BRACKETROOF EXPANDED FORADDITION AT GARAGE912236IPE TREADS ANDPAINTED RISERSPAINTED WOODRAILINGS WITHMETAL VERTICALS1246777NEW CHIMNEYREHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION A24EXTERIORELEVATIONSML, AW1EXISTING NORTH FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x172PROPOSED NORTH FACADE (BEYOND)1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x17N ELEVATION KEYED NOTESGENERAL NOTES: MISC. MATERIAL NOTES NOTLABELED·FRONT DOOR - ASSUME PAINT GRADE·GUTTERS & DOWNSPOUTS. ASSUME 5"K-STYLE PROFILE FOR GUTTER AND ROUNDDOWNSPOUT·GARAGE DOORS - PANELED FOR PAINT·CHIMNEY - 3" BRICK123SURFACES / FLATWORK:BRICK WET LAID STOOP46ROOF:CEDAR SHAKE ROOF (ALT. ASPHALTSHINGLES)WALLS:CEDAR SHAKE SIDINGBRICK VENEER7810EXTERIOR MILLWORK:WINDOWS AND DOORS: 2-1/4"BRICKMOLD CASING AND 1-1/2"SUBSILL FOR PAINTBRICK SOLIDER COURSE HEADER ANDBRICK SILL AT BRICK LOCATIONS2-PART RAKE & EAVE - 1X6 WITHPROFILE COMPOSITE TRIM BOARDSFOR PAINT,PAINTED PLYWOOD SOFFITSDECORATIVE BRACKETS FOR PAINTPAINTED HARDY PANELING59Page 46 of 67 912912412912133224456677912912912412ALIGN WDWS WITH EXISTINGHEAD HEIGHT, LARGERDOUBLE HUNGS FOR EGRESS- MATCH PROPORTIONS OFLARGE DOUBLE HUNG ONMAIN LEVELARCHED TOP DOORWITH 6-7" STOOP,SHORTEN BOT. OF COLS1EGRESSEGRESSMAINTAIN HEIGHT & SLOPEOF HIPPED ROOF, SHORTENTO FRONT FACADENEW BRACKET SIMILAR TOSIDE ENTRY BRACKETPAINTED GARAGE DOOR±7"EXISTING BRACKET TOREFERENCE FOR FRONTGARAGE HIPPED ROOF13322445667ADDITION AT REAR THAT"KINKS" INTO VIEWBRICK TO BE PAINTEDCEDAR SHAKE SIDING FORSOLID STAIN10FRONT GARAGE EXPANSIONOVER ESTABLISHED FRONT YARDSETBACK (2'-2" ADDITION) 17SF(ALLOWED UP TO 200SF)ADD.ADDITION7 7REHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005A20EXTERIORELEVATIONSML, AW1EXISTING FRONT FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x172PROPOSED FRONT FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x17NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION590.24 sf30.72 sf13.63 sf9.04 sf10.19 sf 201.89 sf4.01 sf109.11 sfTOTALS FOR ALL FACADES:EXISTING FACADES: 3,961 SFEAST: 1005 SFSOUTH: 798 SFWEST:1373 SFNORTH: 785 SFPROPOSED WITH REMAINING: 2,492 SFEAST: 1005 SFSOUTH: 719 SFWEST: 24 SFNORTH: 744 SFTOTAL REMAINING: 63% (2,492/3,961)NEW/REBUILTEXISTING TO REMAINREMOVED1,004.86 sf45.79 sfELEVATION DEMO STUDYEXISTING VS PROPOSEDTOTALS: EXISTING ELEVATION TOTAL :1005 SFTOTAL REMOVED: 0 SF100% ELEVATIONSREMAININGPage 47 of 67 9126129122113324546779129121ROOF PORTION ADDEDADDITION (ALLOWED TOCONTINUE NON-CONFORMITYUP TO 200SF WITH OUT AVARIANCE ON BOTH LEVELS)LOCATION OF VARIANCE REQUEST LOWER LEVEL EXPANSION OVER10'-0" SIDE YARD SETBACKADDITION211324476COPPER CHIMNEY3±895.7' @ WALKOUTREHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION A21EXTERIORELEVATIONSML, AW1EXISTING SOUTH FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x172PROPOSED SOUTH FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x17721.5 sf46.25 sf33.2 sf798.43 sfTOTALS: EXISTING ELEVATION TOTAL: 798 SFTOTAL REMOVED: 79 SF(798-79= 716 SF REMAINING)719/798= 90% ELEVATIONSREMAININGNEW/REBUILTEXISTING TO REMAINREMOVEDELEVATION DEMO STUDYEXISTING VS PROPOSEDPage 48 of 67 91291241212323445667912NEW CHIMNEYEGRESSEGRESSEGRESSEGRESSEGRESSEGRESSEGRESSNEIGHBORSRETAINING WALLON PROPERTYLINE (APPROX.)EGRESSEGRESSEGRESSADDITIONCOPPER CHIMNEYCOPPER CHIMNEY223445667377571199711REHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION A22EXTERIORELEVATIONSML, AW1EXISTING WEST FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x172PROPOSED WEST FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x171,372.93 sfTOTALS: EXISTING ELEVATIONTOTAL : 1,373 SFTOTAL REMOVED: 1348SF(1373-1348= 25 SFREMAINING)25/1373= 2% ELEVATIONSREMAINING1,348.08 sf24.6 sfNEW/REBUILTEXISTING TO REMAINREMOVEDELEVATION DEMO STUDYEXISTING VS PROPOSEDPage 49 of 67 91291261211232354677766912REMOVE DOORAND STOOPRETAINING WALL -VERIFY912ADDITION1123234467756665REHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275 Fax. 612-285-7274DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:KELLY RESIDENCE 4630 EDGEBROOK PLACE EDINA, MN 55424JULY 11, 2025DESIGNDEVELOPMENT25-005NOT FOR CONSTRUCTION - 2025.07.11_ COA & VARIANCE SUBMISSION A23EXTERIORELEVATIONSML, AW1EXISTING NORTH FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x172PROPOSED NORTH FACADE1/x" = 1'-0" on 24x36 1/x" = 1'-0" on 11x1746.2 sf660.15 sf40.58 sf11.81 sf776.42 sfTOTALS: EXISTING ELEVATIONTOTAL : 785 SFTOTAL REMOVED: 41 SF(785-41= 744 SFREMAINING)744/785= 95% ELEVATIONSREMAINING8.02 sfNEW/REBUILTEXISTING TO REMAINREMOVEDELEVATION DEMO STUDYEXISTING VS PROPOSEDPage 50 of 67 Page 1 MEMO Date: 08/05/2025 To: Emily Dalrymple, City of Edina From: Rachel Peterson and Elizabeth Gales, Hess, Roise and Company Re: Certificate of Appropriateness Review – 4630 Edgebrook Place Hess Roise has reviewed the Certificate of Appropriateness (COA) application for 4630 Edgebrook Place in the Country Club Historic District using “Edina’s Historic Country Club District Plan of Treatment.” House The house has elements of the Colonial Revival style and is a contributing resource to the historic district. Character-defining features of 4630 Edgebrook Place include: • Two-story building with side-gable roof and front-gable dormers. • Historic masonry facades. • Central front entrance with Classical Revival details at the portico and fan transom panel. • Multi-light, double-hung sash windows. The city’s file on the property shows that changes have been made to the primary facade after the end of the historic district’s period of significance. Relevant to the proposed scope of work, the attached garage is a non-historic addition and was constructed in the late 1950s. In 1966, a second-story addition was constructed over the garage roof. It has masonry walls on the first floor and shakes on the second floor. The garage door is a replacement unit. At the main entrance to the house, the fan transom panel appears to be historic. From photos in the application, it appears that the current door is a non-historic replacement. Proposed Work Alterations to the primary facade, including modifications to non-historic features or additions, fall under review by the Heritage Preservation Commission. For this project, those items are: • Extend the garage and second-story addition to the northwest by 2ʹ 2ʺ and modify the roof slope so that the gable remains centered over the garage bay. The first floor will remain clad in brick veneer and the second floor will be shake siding. • Shorten the width of the non-historic hipped eave over the garage door and add new backets at either end. • Expand the garage door opening and install a new paneled garage door. • Enlarge the second-floor window openings over the garage to meet egress requirements and install new multi-light windows and shutters. • Raise the front stoop by 6ʺ to 7ʺ and shorten the entrance portico columns. The new stoop will be brick. Page 51 of 67 Page 2 • Remove the historic fan transom panel and non-historic door. Install a new arched door in the modified opening. • Paint the historic exposed brick facades on the house and the non-historic exposed brick on the garage addition. The Plan of Treatment includes ten guidelines, which are based on the Secretary of the Interior’s Standards. 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. The proposed expansion of the non-historic garage and second-story addition will not appreciably alter the spatial relationships of the features on the front facade. The non-historic window openings on the second floor of the addition will be altered to meet egress requirements and to center the windows in the garage bay, which is in keeping with the character of Colonial Revival houses. The expanded garage door will continue to be centered in the addition, and the proposed paneled garage door is compatible with the Colonial Revival style. Alterations to the non-historic hipped eave above the garage door will not impact the overall character of the house. The proposed addition of a stoop at the front door will require alterations to the historic portico columns. Historic fabric at the columns will be modified and retained, or replaced in kind if necessitated by condition. The historic portico roof will be retained. The proposed work will preserve the character of the entrance portico. The proposed stoop, however, will also require modifications to the front door and removal of the historic transom. In a historic photo of the house from 1958, the front door appears to comprise a rectangular door with a fan transom panel. The project proposes to install a new stoop at the main entrance to address water infiltration and tripping hazards. The resulting, shortened door does not meet code for height. The applicant proposes removing the historic fan transom panel and non-historic rectangular door, and installing a new arched door occupying the entire opening. The historic brick surround will be retained. Arched doors are not typical features of the Colonial Revival style. Additionally, the proposed changes require the removal of the historic fan transom panel, which is part of the character-defining front entrance. Removal of this feature does not meet the Plan of Treatment. The project proposes to paint the historic brick facades of the house and the non-historic brick on the expanded garage. Painting is not specifically addressed in the Plan of Treatment, and does not trigger a COA on its own. The exposed masonry facade, however, is a character-defining feature of the property. Painting the historic brick will significantly change its visual character and the overall character of the house. Painting masonry is not readily reversible, and removal techniques can damage the underlying historic material. 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 Page 52 of 67 Page 3 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. The proposed expansion of the garage and second-story addition will not remove or conceal character-defining features on the front facade. The expansion will retain adequate space between the addition and the nearest historic window opening, and that window will retain its shutters. The first floor of the garage will be clad in brick veneer, matching the current material, which is compatible with the historic masonry facade. The second floor will be clad in cedar shake siding, which is consistent with the current cladding and the front-gabled dormers. 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 expanded garage and seconds-story addition could be removed in the future, and the house would be returned to its historic form. While construction of a new stoop is reversible, the loss of the historic fan panel is not reversible. Recommendations The proposed alterations to the non-historic garage addition and its door and window openings meet the Plan of Treatment. Hess Roise recommends approval of the following scope items: • Extend the garage and second-story addition to the northwest by 2ʹ 2ʺ and modify the roof slope so that the gable remains centered over the garage bay. The first floor will remain clad in brick veneer and the second floor will be shake siding. • Shorten the width of the non-historic hipped eave over the garage door and add new backets at either end. • Expand the garage door opening and install a new paneled garage door. • Enlarge the second-floor window openings over the garage to meet egress requirements and install new multi-light windows and shutters. Removal of the historic fan transom panel and painting of the historic masonry do not meet the Plan of Treatment. Hess Roise recommends denial of the following scope items: • Removal of the historic fan transom panel. Alterations to the stoop meet the Plan of Treatment with the condition that the proposed work maximizes the retention of historic fabric and allows for the preservation of the historic portico roof and fan transom panel. Painting historically exposed masonry is not specifically addressed in the Plan of Treatment, and does not currently trigger a COA as an individual scope item. Hess Roise strongly recommends not painting the historic masonry walls. The Secretary of the Interior’s Standards and preservation best practices do not allow painting historically exposed masonry because the paint can cause damage by trapping moisture and removal techniques often damage masonry. Page 53 of 67 RESIDENTIAL PROPERTY RECORD AND APPRAISA ARD STREET ADDRESS 4630 Ed gebrook Place /ASSESSMENT DIST. SCHOOL DIST. 0 Y, e LOT 11+ BLOCK 1 4 tAJ ADD COUNTRY CIUB DISTRICT BROWN SECTION BUILDING PERMIT RECORD Date Number Amount Purpose 10 .-Z•zgl -S •-•-c g 1 0,000 )•)A C.t'r . i--•-' - o\N (-IN-. \, f•••••eell0 < URBAN LOT RECORD Parcels covlred by TOPOGRAPHY IMPROVEMENTS STREETS same homestead. Level Sidewalks Asphalt List parcel numbers. High Curb Cr Gutter Concrete ow City Water Brick Sanitary Sewer Gravel DR INAGE Storm Sewer Dirt Go -Fair-Poor Nat'l Gas with alley LOLATION ZONING OR USE Corner Lot Residential Commercial Inside Lot Dbl. Bung. Industrial Multi-Family General Desirability: Good Fair Poor Other: 2- 111 411111 yor-&-e_kirs VE PA Fl Kirf 5500 - ASSESSMENT SUMMARY Valuation changes to be entered on nest line. Indicate year end authority — Assessor, Final Equalized. Abatement, etc. MARKET VALUE OF STRUCTURES TOTAL MARKET VALUE HOME- STEAD Yes No Date Consideration Kind of Inst. Remarks SALES INFORMATION J../F5'9 /o_57 /0() .7A0O(') 4R110n V14011133100 0 42) I oc. 563,001 41. LAND VALUE COMPUTATIONS Frontage Figured Average Depth Unit Price Unit Percent Front. Ft. Price Top. Intl. Tota / /. r / YEAR MARKET VALUE OF LAND FULL VALUE OF LAND FULL VALUE OF STRUCTURES TOTAL VALUE OF LAND AND STRUCTURES HOMESTEAD REMAINDER 25% 0 40% ASSESSED VALUES TOTAL j_q97 133106 H 420 /oo II .c-_732-dC)1 )(1'92,.. 13316A 426 1 pc) 5._.c-,2A1 11 II II S - - x3 335tOpd )1D 86 .- 4/5,-;?, - G w l3 8 to ) // 2 qc/ or (./0 E3/Q1 42306 57544) fl 4 13310,0 1 190. 7on 62.31411 Pr" mooM -5-a /61 6362x. lqqr: ' 32'6,3! LIGIci7O0 4z MC 1996 133 (03 496 904 63040 1997 L.33 1-52846o 661509 .12 t Ltr 1 _56/41,15 AISCO i4ta I tfi..) I U C~J.150 TY 5711q_ 4.2 I 4.247(..:)_i fl Contract for Deed held by: II II 5-31-9ff C3c4 leaview irv/ II II II I II Page 54 of 67 FULL VALUE OF STRUCTURES TOTAL VALUE OF LAND AND STRUCTURES TOTAL HOMESTEAD REMAINDER 25% fii) 40% II Ii II Remarks Kind of Inst. Consideration Date RESIDENTIAL PROPERTY RECORD AND APPRAISA ARD STREET ADDRESS 4630 Edp:ebrook. Place ASSESSMENT DIST. SCHOOL DIST. LOT 14 BLOCK 1 LF ADD. COUNTRY CLUB DISTRICT BROWN SECTION PLAT NO. PEL NU BUILDING PERMIT RECORD Date Number Amount Purpose to -a-E..73 s -,:.-8.1 ._:) ,c)..,, if, — cii)SYT,....,a-.o"4 URBAN LOT RECORD i Parcels coy recl by TOPOGRAPHY IMPROVEMENTS STREETS same homestead. Level Sidewalks Asphalt List numbers. parcel High Curb & Gutter Concrete ow City Water Brick ..< Sanitary Sewer Gravel DR INAGE Storm Sewer Dirt Go. -Fair-Poor Nat'l Gas with alley LOLATION ZONING OR USE Corner Lot Residential Commercial Inside Lot Dbl. Bung. Industrial Multi-Family General Desirability: Good Fair Poor Other: Valuation changes to be entered on next line. Indicate year and authority — Assessor. Final Equalized. Abatement, etc. FULL VALUE OF LAND _2 YEAR II II II II II II 11P2? 1.01106 713()(Y) 4AI IN) ' . Li) 1 331 oc_.)II c2oloo 1553,:od _ 1q91 133106 0 Li 20 mo I .5s32do k. 0 )992_ II 1 3310,1 426 Loo I 55A2zE) 1 II II 13/6() 1 41/..2_1(11_5754a, II II Iii -= I 1310O II /90.1)0 1623a1). II 795-11 1331600 Sci3lCt1 II 636206 1qq5II 13.34,00 0 4c1hlooll Gz3no V 0_,c-,b4tai, ovi-A4A-31-5'.5" .13c1P4-view N/c- i99611 133 roa i 496 9cv II &WO i d- I 1 1 I I i - 4 - 83 -de ticiAl, I i;',4c, ( ) L ts.: u 142..17r, ,1 I II It - er. LAND VALUE COMPUTATIONS Frontage Figured Average Depth Unit Price Unit Percent Front. Ft. Price Top. Intl. Tota / SALES INFORMATION Contract for Deed held by: -----"m".."114.611111111 ASSESSMENT SUMMARY MARKET VALUE OF LAND MARKET VALUE OF STRUCTURES TOTAL MARKET VALUE HOME- STEAD Yes No ASSESSED VALUES )997 II 132/e6 1-528410611 66 /509 rica II Lasto 1.56f44Q5 1!O-507 p II Page 55 of 67 RESIDENTIAL PROPERTY RECORD AND APPRAISA ARD STREET ADDRESS 4630 Edgebrook Place // ASSESSMENT DIST. SCHOOL DIST. -4 6 '11 g LOT 14 BLOCK 1 LI- 4..) - 3 1 ADD. COUNTRY CI LTB _DISTRICT BRO7AIN SECTION BUILDING PERMIT RECORD Date Number Amount Purpose to ...-a-g3 -S -.C81 ::),-).,0 ry,,,,arT r..4."1.11.0, 1 . . —...., .... URBAN LOT RECORD Parcels ci7:271 rill" TOPOGRAPHY IMPROVEMENTS STREETS same homestead. Level Sidewalks Asphalt List numbers. parcel High Curb Er Gutter Concrete ow City Water Brick Sanitary Sewer Gravel DR INAGE Storm Sewer Dirt Go -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: / 9, -2 - LAND VALUE COMPUTATIONS ASSESSMENT SUMMARY Frontage Figured Average Depth Unit Price Unit Percent Front. Ft. Price Top. Intl. Tota / to be entered on nest line. Indicate year and authority — Assessor, Final Equalized. Abatement, etc. Valuation changes HOME- STEAD ASSESSED VALUES YEAR TOTAL FULL VALUE OF LAND TOTAL MARKET VALUE HOMESTEAD REMAINDER 25% rij) 40% FULL VALUE OF STRUCTURES MARKET VALUE OF STRUCTURES MARKET VALUE OF LAND Yes No TOTAL VALUE OF LAND AND STRUCTURES 11 1229' 103 1 06 .:2,71*)1.7' /OD 1490 1 133 1000 24.-lic) :3,Q001 11 je191 133106 II 4120/60 )49233 i 4-26 loO CC 12.2415 _7531.(10i 11 II 11 1993 ta3164 11 -4-poi 5 754011 1994 .113106 11 /90760 1993" 1.331ty) I Sa31(Y) 636 2o6 11 11 II Date Consideration SALES INFORMATION Kind of Inst. Remarks 11 321 ee wets) A A Contract for Deed held by: 11 3 3 1 1-19c)-700 (e? 3 goo 1996 133 (03 49.6q& 133040 IW7 133/41 1-52434 66/5W 15% Micol .5614co 694.502 II S-4 2 "&1.7)1, to- , -- 45Q, (o') 161[44 / c Orr (7) 1,1.) 6 LAtt4 /1 t103 t1 0 N II 9.3.- tO0 Ul 3111ir.)71 4.21t 7tv ' I .:501-47001 33 /G I l Page 56 of 67 ADD COUNTRY CLUB DISTRICT BROWN SECTION Remarks Kind of Inst. Consideration Date II 11 RESIDENTIAL PROPERTY RECORD AND APPRAISA STREET ADDRESS ASSESSMENT DIST. SCHOOL DIST. LOT BLOCK 1 4 1.7 T. LAS _ .......- BUILDING PERMIT RECORD Date Number Amount Purpose 10 --,?7_ _s --c81 3,c-mo I ....e. ry,—. 7,- , URBAN LOT RECORD Parcels covered by TOPOGRAPHY IMPROVEMENTS STREETS same homestead. Level Sidewalks Asphalt List numbers. parcel High Curb & Gutter Concrete ow City Water Brick Sanitary Sewer Gravel DR INAGE Storm Sewer Dirt Go -Fair-Poor Nat'l Gas with alley LOLATION ZONING OR USE Corner Lot Residential Commercial Inside Lot Dbl. Bung. Industrial Multi-Family General Desirability: Good Fair Poor Other: ASSESSMENT SUMMARY Valuation changes to be entered on next line. Indicate year and authority — Assessor, Final Equalized. Abatement, etc. • YEAR MARKET VALUE OF LAND - MARKET VALUE OF STRUCTURES TOTAL MARKET VALUE FULL VALUE OF LAND FULL VALUE OF STRUCTURES TOTAL VALUE OF LAND STRUCTURES HOME- STEAD ASSESSED VALUES HOMESTEAD REMAINDER 40% TOTAL i7b9 Lo'3106 ,-_`_.,--o(y) 4Fil Ion II 1490 13310011 4.20 M /00 553cPod - M H pri 133106 H L(20/66 1 553260 H 9 H H )992 )331ooll 126 Loa cc,/iii H M H 1 H /99.5 L33/64 14}Z306 575441 II • 1 1 II Friel 13300 1 19o76o 6z3a,y) I I i 1 11 1995" immo 1 3 1 1)3600 N i I I 11 lefqg 1133100 P. 49h-lae) 4 736() of co-4,2):3-3/-9.g" ed eavtel•V /c- Il 19261i1.5.103 496 901 6300 ! ; II im I )321e6 932,94e6 1 661560 I ; 1 II MS I LISIcoll .56/40i 1694.566 II 163 1 0 ULT501--ir7U0131.01‘1001 a /74 /AA 11,146i-1MA 5 — 4 - Z 3 I- 86 46,7: -17V1 /9 -2t LAND VALUE COMPUTATIONS Frontage Figured Average Depth Unit Price Unit Percent Front. Ft. Price Top. Infl. Tota SALES INFORMATION Contract for Deed held by: Page 57 of 67 SALES INFORMATION Date Consideration Kind of Inst. Remarks Contract for Deed held by: • YEAR 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 Yen No ASSESSED VALUES HOMESTEAD i 25% REMAINDER ci) 40 % TOTAL PPq /03 IM -/7:: , 4R(100 li II 1 II Ili' o 11133 I ooll 40L: 1 , II. 703 zool - Il II iqw 1133 loo li 14 20 /60 II 5.5:241::) ' II 1 Ii • II )992.1 )331030 42!) LI) 0 C.C.-245 1 1 N II 11 I' -, 1 113/6,1 1 .-/-42-30111 --.7.4',1') ll 1 • Y i II 1c04 113100 11 190 7On 1162-=;--, I I Y I II — 199.5" I Lasiry) Il soy, 16,7 Il 06206 N I I II f-V:::' 1 ! 3-,?!-, - ! tioinionN 4-2,:,-E7,,id v--,, 0_,I0 b4,4), 0-744.1.51: -51-fl__ Rd - eV( /V C.— II 1226LLaitX 496961 0 &VD 6 L 0 , I 0 I I II 1997 1 1331z 1_5284c6 v 66 iscn liqg I Mix 1 _5-6/4M 116945a 1 1 I II it I. RESIDENTIAL PROPERTY RECORD AND APPRAISA ARD STREET ADDRESS 1-1_163.()___71-1 --r-00k Place ASSESSMENT DIST. SCHOOL DIST. - ADD. COUNTRY CLUB DISTRICT BROWN SECTION BUILDING PERMIT RECORD LOT 14 BLOCK 1 Dote -.a-tF'S Number Amount 3 \OL-NO , Parcels coy red .y same homestead. List parcel numbers. Nil .3 R. 'I'S STREETS Asphalt Concrete TOPOGRAPHY Level High URBAN LOT RECORD Sidewalks Curb & Gutter IMPROVEMENTS 0 DR INAGE Go -Fair-Poor City Water Sanitary Sewer Storm Sewer Not'I Gas Brick Grovel Dirt with alley 9.1 LOCATION Corner Lot Inside Lot Residential Dbl. Bung. ZONING OR USE Commercial Industrial Multi-Family General Desirability: Good Fair Poor Other: Frontage Figured Average Depth LAND VALUE COMPUTATIONS Unit Price Unit Percent /, Front. Ft. Price Top. Intl. Totat .00tion chonacs to be entered on nest line. Indicate year and authority — Assessor. Fusel Localized ASSESSMENT SUMMARY Abatement etc. H ls..310011.1301-11001 r 42 -71 7c)-) Page 58 of 67 SKETCH/AREA TABLE ADDENDUM Case No 03240082 File No 18-028-24-24-0082 Property Address I- C.) City State Zip Lu co -, Borrower D Lender/Client (I) Appraiser Name RCN 08/04 Appr Address , ED 9.0' 6 14.0' Patio 14.0' ,,o ,,. b 6.0' 6.0' <eb. N , \Q o N... ce 14.0' x c.) w Y U N , Z 2/0 W 1/0 36.0' ED 2/B 20.0' c0 cc 2 - 5.0' N .11// CD 4 1 ,-: 3.0' b 1/Garage c. ib i (.1 41.0' i 20.0' ao 7.0' Open Porch Scale: 1=12 AREA CALCULATIONS SUMMARY Code Description Size Totals LIVING AREA BREAKDOWN Breakdown Subtotals W Z P -I 7 C) _i < C.) < LI.1 11 < GLA1 First Floor 1596.00 GLA2 Second Floor 2015.00 BSMT Basement 1078.00 P/P Patio 224.00 Deck 168.00 Open Porch 35.00 GAR Garage 440.00 TOTAL LIVABLE (rounded) 1596.00 2015.00 1078.00 427.00 440.00 3611 First Floor 3.0 x 7.0 2.0 x 9.0 0.5 x 2.0 x 2.0 0.5 x 2.0 x 2.0 19.0 x 25.0 5.0 x 14.0 28.0 x 36.0 Second Floor 2.0 x 9.0 0.5 x 2.0 x 2.0 0.5 x 2.0 x 2.0 28.0 x 36.0 25.0 x 33.0 8.0 x 20.0 13 Areas Total (rounded) 21.00 18.00 2.00 2.00 475.00 70.00 1008.00 18.00 2.00 2.00 1008.00 825.00 160.00 3611 APEX SOFTWARE 800-858-9958 Apx7100-w Apex!! Page 59 of 67 CITY ASSESSOR - REAL ESTATE DATA BASEMENT Bsmt. Area 1ST FLOOR Kit. Ratin 2ND FLOOR A. e Actual /.93 Unfinished GBA Unfin. ll' GBA I. D. Number Dwl. Type c., 7., /8- 023'- 25/-z/- ootr2 v- Sq Ft .,, 4co8 Excellent I Effective /9,5- Neighborhood Zoning Very Good 2 Functional % Unfin. 2" GBA Property Address 5'43 0 ,&e-4.11ed Crawl/Slab Standard 3 Economic % Finished Bsmt. Substandard 4 Manual Unfin. GBA Model % No VS Obsolete 5 Yes 1 Owner Bsmt. Quality/Class Interior Inerior Condition Dimensions Plaster 1 u"Plaster 1 i-7- Excellent 1 V x = Legal I thru 12. Sheetrock 2 Sheetrock 2 Good 2 Paneling 3 Paneling 3 Average 3 x = Neighborhood Rating Dormers Deck Baths Trim Trim Fair 4 Very Good 1 Length 1 Area /6d Spa Hardwood I Hardwood 1 Substandard 5 x .-- Good Finish 2 Deluxe Softwood 2 `Softwood 2 Average 3 Construction ./. Quality 1 -5 13 Full Painted 3 t.., Painted 3 vr House Room Count x Fair 4 Wood Frame 1 I/ Patio 3/4 Other 4 Other 4 Total Rooms Substandard 5 Masonry Walls 2 Area 22 V IA Floor Floor Bedrooms x Site Rating Other 3 Bath Rating Wood I Wood 1 , Family Very Good 1 Quality 1 - 5 I.,? Quality I - 5 Carpet 2 - ,„/ Carpet 2 1./ Living x Good 2 ,V Exterior Walls/Trim Porch Tile 3 Other 3 Dining Fair 3 Stone I , Glazed Area Fireplace Concrete 4 Kitchen x Minimum 4 Brick 2 1./ # of None / Baths Baths Other Adj. Prop. Influence Stucco 3 _.... Quality 1 - 5 I Spa Spa / Total Baths Ill Fl Area 55)6 Positive 1 z- Wood "---PrAMA, 4 ,.3 Screened Area Quality 1 - 5 I ,) Deluxe Deluxe # of Equal 2 V Metal 5 Elec. Service Full Full / Sales 2' Fl Area 2,0/5- Negative 3 Masonite 6 Quality 1 - 5 I Standard I % / 1 - Date View /Other 7 Open Area N?S. Substandard 2 t' I 3/4 IA / 'A 1 - Price G.B. Area 36// Positive 1 L...-"- Vinyl 8 Heating Bath Rating Bath Rating Equal 2 Quality 1 - 5 13 Hot Water 1 ,... Quality 1 - 5 z Quality 1 - 5 1 %. 1 - Code Partial Const. Interior Insp. Negative 3 Roof Type Garage #1 Forced Air 2 N.,' 2 - Date Yes 1 Yes 1 ‘," Arch./Appeal Gable I ‘./' Floor Area <14,/° Electric 3 Fireplace Fireplace 2 - Price No 2 Excellent 1 „.. Hip 2 Gravity 4 4 of None 2 4 of None / Left Tag: Yes No Very Good 2 V3 Mansard 3 Ext. Walls Z Other 5 2 - Code Flat Charge Average 3 Gambrel 4 Number Cars 2. Quality 1 - 5 1.3 Quality 1 - 5 12 3 - Date Add / S-00 Fair 4 Flat 5 Condition 2. Bsmt. Room Count 1” Room Count 2" Room Count 3 - Price Substandard 5 Roof Cover Attached 1 Total Rooms / Total Rooms .51 Total Rooms `, Sub Qualit/Class Shingles I Detached 2 Bedrooms "• Bedrooms Bedrooms V 3 - Code 1 /9°6 Wood Shakes 2 Tuckunder 3 Family vr Family Other Inspection Information P & G 3 Built-In 4 I., Kitchen Living 1..7. Appr. No. j7 /V e Permit Date Shape Slate Tile 4 Garage #2 Other Dining ,../ A - 0 1 Windows Floor Area '30?-41.46 Kitchen %.--- INT. LAYOUT Appr. Date ove40 ' s/ Last Int. Insp. B- L 2 Casement 1 Other Standard 1 C U 3 - Dbl. Hung 2 %., Ext. Walls Fm-.en. Non-Standard 2 Land haracteristics D - Irreg. 4 Gliders 3 Number Cars Paved Street 1 t.<, Frontage Style Awning 4 Condition Curbs 2 v' Left I Story 1 Patio Doors Attached I Notes Sidewalk 3 3 Rear SE/SF 2 4 of / Detached 2 Sewer Avail. 4 ,./ Right Split Level 3 Walkout Tuckunder 3 6.4/4>e.40,1..ii",/e.yiee Water Avail 5 ,..."" Eff. Width 1 1/4 4 Quality I - 5 ,? Built-In 4 Gas 6 y./... Ef. Depth 1 V2 5 Pool Buried Elec. 7 Area I % 6 Area ,...0-.1 -.2a4c:^1 z i ../, SA! Alley 8 Irreg Shape 2 Story 7 ir Air Conditioninig/e Yes 1 On River 9 V On Lake Other 1 8 No 2 Quality 1 - 5 I River Rating 10 / Lake Rating Other 2 9 Wooded 11 Landscape Other 3 10 Influences 12 Acreage Other 4 I I Print Date: Page 60 of 67 - Vs^. V•e•.; Edina Country Club District: Historic and Architectural Survey Form Summer, 1980 Address:`-"d° PIN#: DC> t. Parcel#: Lot: OA Block: 01 Owner: Occupant: Use: S2 Condition: Date of Construction: l'CS- Architect/Builder: Original Owner: (SeL,-..$),--1.0,r Subsequent Owners: Original Use: 42. Historical Information (if available): Cr- ,Ci 3S Style: ca 42-U Definitive Style Features: •••-t e_ e c&A_Nz, LL Number of Stories:: Roof Shape & Roofing Materials:Ce, Additions/Alterations: Size & Spacing of Windows: Garage/Outbuildings: 4s-L, ed. ,r_cv t)e., e_ e 6 e-"-s • Setback from Sidewalk: Building Materials & Building Colors;\,,-,c-%-c- e. "•• •-•'•-• • Scale: Size & Spacing of Doors: C Distinctive Landscape Features: S., el.-S., Comments: Page 61 of 67 Status within District: Pivotal Complementary Intrusion Photographs Roll#: Frame#: Surveyor: Lynne VanBrocklin Spaeth, Heritage Preservation Associates, Inc. Date: Summer, 1980 Page 62 of 67 18-028-24-24-0082 Open Porch CO CN 1 /0 ,/ r- 3.0' Deck/ Patio 6 0' D 36.0' 2/B 5 0' 41.0' 9.0' 7.0' 6.0' 210 20.0' 1/Garage CN 20.0' CA. CN Sketch by Apex IV'' City of Edina Residential Field Card PID: Property Address: 18-028-24-24-0082 4630 Edgebrook PI Printed: 08/13/2007 Lot / Block: 014 / 014 Assessment Year: 2007 Addition: Country Club District, Brown Version: 2 District: 03 Model: 011-004-040 Neighborhood: Property Type: Zoning: Dwelling Type: Owner(s): RL - Residential Lakeshore R-1 Single Family Chad H Kelly Jessica A Kelly 16.0' Page 63 of 67 1st Baths (#/Quality) Spa: Dlx: Full: 3/4: 1/2: 1 / Excellent 1st Room Count Bedrooms: Baths: 1 Family: 1 Living: 1 Dining: 1 Kitchen: 1 Other: Total Rooms: 4 2nd Floor Interior: Plaster Trim: Painted Floor: Carpet Avg. Clear. Height: # of Fireplaces: 1 Fplc. Quality: Excellent 2nd Baths (#/Quality) Spa: Dlx: 1 / Excellent Full: 1 / Excellent 3/4: 1/2: 2nd Room Count Bedrooms: 4 Baths: 2 Other: Total Rooms: 5 3rd Floor Interior: Trim: Floor: Avg. Clear. Height: # of Fireplaces: Fplc. Quality: 3rd Baths (#/Quality) Spa: Dlx: Full: 3/4: 1/2: 3rd Room Count Bedrooms: Baths: Other: Total Rooms: Res. Cond: Excellent Int. Layout: Standard Manual Assess: N Actual Age: 1935 Effective Age: 2000 Renovated Age: Functional %: Economic %: Building Areas Unfin. Ist GBA: Unfin. 2nd GBA: Unfin. 3rd GBA: Unfin. GBA: 1st Floor Area: 1,596 2nd Floor Area: 2,015 3rd Floor Area: Total GBA: 3,611 Dimensions Length Width Sq Ft 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02/23/2007 $1,700,000 00 Good Sale RCN 04/11/2006 Quintile Review Interior Bedrooms: Baths: Family: Living: Dining: Kitchen: Other: Total: Total Rooms 4 3 2 1 1 1 1 10 Last Sale Date: Price: Code: Desc: Last Inspection Appraiser ID: Appraisal Date: Reason: Result: Current Inspection Appraiser ID: Appraisal Date: Reason: Result: Left Tag: Yes / No Flat Value Value: Desc: Comments EXTENSIVE REMODEL/UPDATE. City of Edina PID: 18-028-24-24-0082 Property Type: RL - Residential Lakeshore Residential Field Card Property Address: 4630 Edgebrook PI Zoning: R-1 Printed: 08/13/2007 Lot / Block: 014 / 014 Dwelling Type: Single Family Assessment Year: 2007 Addition: Country Club District, Brown Owner(s): Chad H Kelly Version: 2 Model: 011-004-040 District: Neighborhood: 03 Jessica A Kelly 011-004-040 Single Family Equal Positive Very Good A05 L-Shaped Two Story Wood Frame Brick Wood Gable Wood Shakes Double Hung Central Exterior 2 Garage #1 Land Zoning: R-1 Area Rating: Very Good Site Rating: Good Land Quality: Contamination: Flood Plain Map Ref: PUD Ref: Allowable Units: Excess Land (SqFt): Zoning Variance: Frontage: 70 Left Side: Rear Side: Right Side: Effective Width: 70 Effective Depth: 157 Effective Water: 0 Property Area (SqFt): 13,476 Acreage: Park: Park Quality: On Lake: Lake Quality: On River: Minnehaha Creek River Quality: Very Good Landscape Quality: Average Attributes Curbs Gas Gutter Paved Street Sewer Available Sidewalk Water Available Influences Exterior 1 Partial Const (%): Model: Dwelling Type: Adjacent Property: View: Arch./Appeal: Quality: Shape: Style: Construction: Exterior Walls: Exterior Trim: Roof Type: Roof Cover: Window Type 1: Window Type 2: Air Conditioning: Dormer Length: Dormer Quality: 4 Patio Doors: Placement: # of Cars: Floor Area: Condition: Exterior Walls: Garage #2 Placement: # of Cars: Floor Area: Condition: Exterior Walls: Porch Glazed Area: Quality: Screened Area: Quality: Open Area: Quality: Patio Patio 1 Area: Quality: Patio 2 Area: Quality: Deck Deck 1 Area: Quality: Deck 2 Area: Quality: Pool Pool 1 Area: Quality: Pool 2 Area: Quality: Amenities Basement Area (SqFt): 1,078 Type: Regular Finished (%): 45 Quality: Very Good # of Fireplaces: 1 Fplc. Quality: Very Good Avg. Clear. Height: Elec. Svc: Standard Htg. Svc: Forced air, gas fired W.O. Type: Standard Walkout W.O. Quality: Average Basement Baths (#/Qual.) Spa: Dlx: Full: 3/4: 1/2: 1 Basement Room Count Bedrooms: Baths: Family: 1 Kitchen: Other: Total Rooms: 1 1st Floor Kitchen Rating: Excellent Interior: Plaster Trim: Painted Floor: Carpet Avg. Clear. Height: # of Fireplaces: 2 Fplc. Quality: Excellent Built-In 2 440 Very Good Brick 35 Average 192 Average 192 Very Good Page 64 of 67 BOARD & COMMISSION ITEM REPORT Date: August 12, 2025 Item Activity: Approve Meeting: Heritage Preservation Commission Agenda Number: 6.2 Prepared By: Emily Dalrymple, Assistant City Planner Item Type: Report & Recommendation Department: Community Development Item Title: 2026-2027 HPC Work Plan Action Requested: Review and approve the proposed 2026-2027 HPC Work Plan. Information/Background: 2025 HPC Work Plan Supporting Documentation: 1. 2026-2027 HPC Proposed Work Plan (1) Page 65 of 67 Page 1 of 2 Heritage Preservation Commission 2026-2027 Proposed Work Plan 1 Initiative Title: Certificate of Appropriateness Applications Initiative Description: Review COA applications when submitted. Deliverable: Review applications and approve/deny COA Targe Completion Date: Ongoing Owner: All Contributors: NA Council Charge: ☐ 1: Review & Comment ☐ 2: Study & Report ☐ 3: Review & Recommend ☒ 4: Review & Decide ☐ 5: Event Budget Required (completed by staff): Budget required for consultant review of the applications. Staff Support Required (completed by staff): Consultant support is required with this work plan item. Consultants review plans prior to meeting with city planner and do a complete review and memo with all COA applications. Liaison Comments: This is a main charge of the HPC Administration Comments: 2 Initiative Title: Edina Heritage Landmarks Initiative Description: Based on owner interest, nominate eligible properties as Edina Heritage Landmarks and add additional properties to the eligible property list. Deliverable: Recommend designation of eligible heritage landmarks and add properties to Edina Landmark list. Targe Completion Date: Ongoing Owner: All Contributors: All Council Charge: ☐ 1: Review & Comment ☐ 2: Study & Report ☒ 3: Review & Recommend ☐ 4: Review & Decide ☐ 5: Event Budget Required (completed by staff): If staff receives request, funds are needed for consultant study. Staff Support Required (completed by staff): Staff coordinates with communications for outreach. Preservation consultant needed for study. Liaison Comments: This is a main charge of the HPC. Administration Comments: = commission = staff Page 66 of 67 Page 2 of 2 3 Initiative Title: Heritage Preservation Award Initiative Description: Recruit or submit nominations, select recipient and award. Deliverable: Award selected nomination Targe Completion Date: May 2026 and 2027 Owner: Contributors: All Council Charge: ☐ 1: Review & Comment ☐ 2: Study & Report ☐ 3: Review & Recommend ☒ 4: Review & Decide ☐ 5: Event Budget Required (completed by staff): Plaque for winner comes out of Planning budget. Staff Support Required (completed by staff): Staff works with communications on getting the nomination form live and Communications writes an article about the winner and helps with social media. Liaison Comments: The HPC has given out this award every year during May which is “Preservation Month.” 2026 will be the 23rd year of the award. Administration Comments: Page 67 of 67