Plan Commission — Agenda packet

Village of Lake Hallie PLAN COMMISSION MEETING Monday, October 13, 2025, at 6:00 PM Lake Hallie Municipal Building 13136 30th Avenue Lake Hallie, Wisconsin 54729 Minutes 1. Call Meeting to Order Chairman Berg called meeting to order according to Chapter 19.84 of the Wisconsin State Statutes at 6:00 p.m. 2. Roll Call: Brad Berg _X__; Brad Hudson _X__; Randy Larson _X_ ; Nancy Mauhar _X_; Pat Spilde _X_; James Stueber _X__. Rusty Volk_excused___. 3. Public Wishing to be Heard for Non-Agenda Items 4. Approval of the Minutes: June 9, 2025, Ms. Spidle made the motion to accept the June 9, 2025, minutes as written, seconded by Ms. Mauhar, Voice vote carried 5. Business Items: a. Commercial Site Plan Approval – Commercial Properties LLC (Buildings 2 & 3) Mark Erickson from Surveying Engineering explained and reviewed the establishment of Building 1, 2, & 3. Phase #1 was approved approximately back in March of 2025. They are now looking for approval for Phase #2 & #3. Mr. Clary noted the sanitary permit has been issued for Building #1 and #2. . Commercial Site Plan Approval – Commercial Properties LLC Ms. Spilde made the motion to approve Buildings #2 & #3 with the reduction of Building #3 to accommodate the storm water permit. Seconded by Mr. Stueber. Voice vote carried. b. Commercial Site Plan Approval – AutoZone Allan Catchpool representing Kinleyhorn Engineering, spoke about the development of the 17,000 sq. foot auto parts store. Septic has been approved. Storm water must be approved yet. Mr. Clary will be talking with the County Highway Commissioner about Mr. Larson’s concern with U-turns and traffic using the store’s driveway as extended roadway would enable the ease to make a u-turn / eastbound. Ms. Spidle made the motion to Commercial Site Plan Approval – AutoZone as presented to include trees and shrubs. Seconded by Ms. Mauhar. Voice vote carried. c. Certified Survey Map Approval – Pohl Mr. Clary explained when land is added to a plat and outside of the plat, it needs be approved as a CSM. Ms. Mauhar made a motion to approve the Certified Survey Map Approval – Pohl. Seconded by Spidle. Voice vote carried, Village of Lake Hallie PLAN COMMISSION MEETING Monday, October 13, 2025, at 6:00 PM Minutes (con’t) 6. Discussion on the following: a. Proposed Rezones: 1. NW/SW Quadrant of 160th Street and HWY 29 Mr. Clary explained this area is Residential #2, Highway Commercial, and Ag. The majority are single family homes with a couple of duplexes. The northwestern part, Mr. Clary recommended it be zoned Ag. The eastern and northeastern parts are recommended to be rezoned to R-1. 2. TID # 1 Rezoning Mr. Clary would recommend smaller areas per petition to close this specific TID District. The area to be reviewed is along Commercial Boulevard. Mr. Berg recommended to be petitioned from Melby to Co. OO. It was decided to be petitioned from Melby to 22 nd Ave. b. Commercial Site Plan Approval Process – 70-116 of the Zoning Ordinance Mr. Clary recommended commission members to review the Village of Lake Hallie’s Ordinance; “Section 70-116 Commercial Site Plan Review Process” c. Future Land Use Map – Comprehensive Planning: Business Park, Commercial Center and Future Residential Neighborhoods Mr. Clary asked the question of what does the village wants between Melby and County OO? This area can be considered our downtown area. What type of business would be appropriate and attractive within this area? Next would be vision the area along Co. OO traveling towards Co. P. This area is zoned as a Business Park. What does the village want to see in this “business park”. What size is a lot going to be? What type of building would be desirable? etc… 7. Adjournment Ms. Spilde made the motion to adjourn. Seconded by Ms. Mauhar. Voice vote carried. Adjourned at 7:18 p.m. Electronically Submitted by, Randy R. Larson Randy R. Larson, Secretary Posted: Lake Hallie Municipal Building and Lake Hallie Website OFFICIAL NOTICE OF PUBLIC HEARING PUBLIC NOTICE is hereby given to all residents of the Village of Lake Hallie, Wisconsin, that public hearings will be held on December 15, 2025 at approximately 7:00 PM at the Lake Hallie Municipal Building, 13136 30th Avenue, Lake Hallie, Wisconsin on the following petitions pursuant to Section 62.23 of the Wisconsin State Statutes: Conditional Use Petition #2025-0006 Petitioner: Adam & Grace Westaby To allow a home occupation (hair salon) in the Residential 2 District in accordance with sections 70- 108 and 70-115 of the Village of Lake Hallie Zoning Ordinance. Parcel number 22809-3513-62690001, which is Lots 1 & 2, George M Johnson Addition located in the SW ¼ of the NE ¼, Section 35, Township 28 North, Range 9 West. Property Address: 1695 115th St. Conditional Use Petition #2025-0007 Petitioner: Lee Markquart Enterprises, LLC To allow a recreational vehicle (RV) dealership in the Industrial District in accordance with 70- 74(b)(2) and 70-115 of the Lake Hallie Zoning Ordinance. The development will be located on a newly created certified survey map, which will include parcel numbers 22809-3622-76167002 and 22809-3623-76056004. The property is located in the W ½ of the NW ¼, Section 36, Township 28 North, Range 09 West. Property Address: Vacant. REZONE PETITION: #2024-0013 Petitioner: Village of Lake Hallie Agent: Gary Spilde, Village President Parcels which are located in the E ½ of the SE ¼, lying south of 53rd Avenue, east of 160th Street and north of 50th Avenue; and a parcel located in the NW ¼ of the SE ¼ lying south of State Highway 29. All located in Section 09, Township 28 North, Range 08 West. Village of Lake Hallie. From: Residential 2 and Agricultural To: Residential 1 From: Residential 2 To: Agricultural Specific information regarding this petition can be obtained at the Chippewa County Department of Planning & Zoning. Dated this 24 th day of November, 2025. Douglas Clary, Director Department of Planning & Zoning Village of Lake Hallie DEPARTMENT OF PLANNING & ZONING  711 North Bridge Street, Chippewa Falls, WI 54729  Phone:715.726.7940  Fax:715.726.4596  www.co.chippewa.wi.us  Land Management Land Planning Land Records & G.I.S. POWTS & Wells VILLAGE OF LAKE HALLIE Date: November 24, 2025 To: Property Owner(s) From: Douglas Clary, Director Re: Public Meetings & Hearing Dear Property Owner(s): The Village of Lake Hallie has received a conditional use request for a parcel of land that is located either adjacent to or in the vicinity of property owned by you. You are receiving this notice because your property has been determined to be within the legal public hearing notification distance per village and state requirements. I have enclosed a map identifying the location of the parcels associated with this conditional use request. Please contact me at (715) 726-7941 if you have any questions regarding this request. Conditional Use Petition #2025-0006 Petitioner: Adam & Grace Westaby To allow a home occupation (hair salon) in the Residential 2 District in accordance with sections 70-108 and 70-115 of the Lake Hallie Zoning Ordinance. Parcel number 22809-3513-62690001, which is Lots 1 & 2, George M Johnson Addition, located in the SW ¼ of the NE ¼, Section 35, Township 28 North, Range 09 West. Property Address: 1695 115th Street. The following meetings are open to the general public: Lake Hallie Plan Commission: The Village Plan Commission will meet on December 8, 2025, at 6:00 PM at the Lake Hallie Municipal Building, 13136 30th Avenue, Lake Hallie, Wisconsin to review this rezone request. The Plan Commission will make a recommendation for approval or denial, which will be forwarded to the Village Board . Lake Hallie Village Board: The Lake Hallie Village Board will hold a PUBLIC HEARING on December 15, 2025, at 7:00 PM at the Lake Hallie Municipal Building, 13136 30th Avenue, Lake Hallie, Wisconsin to review the recommendation from the Plan Commission and to make a final decision on this conditional use request. Posted: Lake Hallie Municipal Building and Lake Hallie Website OFFICIAL NOTICE OF PUBLIC HEARING PUBLIC NOTICE is hereby given to all residents of the Village of Lake Hallie, Wisconsin, that public hearings will be held on December 15, 2025 at approximately 7:00 PM at the Lake Hallie Municipal Building, 13136 30th Avenue, Lake Hallie, Wisconsin on the following petitions pursuant to Section 62.23 of the Wisconsin State Statutes: Conditional Use Petition #2025-0006 Petitioner: Adam & Grace Westaby To allow a home occupation (hair salon) in the Residential 2 District in accordance with sections 70- 108 and 70-115 of the Village of Lake Hallie Zoning Ordinance. Parcel number 22809-3513-62690001, which is Lots 1 & 2, George M Johnson Addition located in the SW ¼ of the NE ¼, Section 35, Township 28 North, Range 9 West. Property Address: 1695 115th St. Conditional Use Petition #2025-0007 Petitioner: Lee Markquart Enterprises, LLC To allow a recreational vehicle (RV) dealership in the Industrial District in accordance with 70- 74(b)(2) and 70-115 of the Lake Hallie Zoning Ordinance. The development will be located on a newly created certified survey map, which will include parcel numbers 22809-3622-76167002 and 22809-3623-76056004. The property is located in the W ½ of the NW ¼, Section 36, Township 28 North, Range 09 West. Property Address: Vacant. REZONE PETITION: #2024-0013 Petitioner: Village of Lake Hallie Agent: Gary Spilde, Village President Parcels which are located in the E ½ of the SE ¼, lying south of 53rd Avenue, east of 160th Street and north of 50th Avenue; and a parcel located in the NW ¼ of the SE ¼ lying south of State Highway 29. All located in Section 09, Township 28 North, Range 08 West. Village of Lake Hallie. From: Residential 2 and Agricultural To: Residential 1 From: Residential 2 To: Agricultural Specific information regarding this petition can be obtained at the Chippewa County Department of Planning & Zoning. Dated this 24 th day of November, 2025. Douglas Clary, Director Department of Planning & Zoning Village of Lake Hallie CHIPPEWA COUNTY PROJECT SITE PROJECT SITE: 13136 30TH AVE CHIPPEWA FALLS, WI 54729 OWNER - MARKQUART HALLIE RV CHARLEE MARKQUART charlee@markquart.com ARCHITECT / ENGINEER LIEN & PETERSON ARCHITECTS, INC. WILLIAM BOETTCHER, PE billb@2dlp.com (715)835.7500 CIVIL CEDAR CORPORATION RUSS KIVINIEMI, PE russ.kiviniemi@cedarcorp.com (715)235.9081 PROJECT CONTACTS: LIEN & PETERSON ARCHITECTS, INC 4675 ROYAL DIRVE EAU CLAIRE, WI TELEPHONE EMAIL PO BOX 925 54701 715-835-7500 admin@2dlp.com REVISIONS: ISSUE DATE: L&P PROJECT # L&P PROJECT NO: 10/8/2025 9:41:32 AM G101TITLE SHEET, SHEET INDEX, PROJECT LOCATION MAPS 25067 NEW RV DEALERSHIP BUILDING OCTOBER 08, 2025 13136 30TH AVE CHIPPEWA FALLS, WI 54729 NEW RV DEALERSHIP BUILDING 13136 30TH AVE CHIPPEWA FALLS, WI 54729 MARKQUART RV LAKE HALLIE MARKQUART RV LAKE HALLIE 25067 A301 FIRST FLOOR PLAN A302 ENLARGED PLANS A303 ROOF PLAN A304 DOOR AND FRAME TYPES, WINDOW TYPES, SCHEDULES A305 WALLS TYPES, ROOM FINISH SCHEDULE A401 EXTERIOR ELEVATIONS A402 EXTERIOR ELEVATIONS A501 BUILDING SECTIONS A502 BUILDING SECTION, WALL SECTIONS A503 BUILDING DETAILS A504 EXTERIOR DOOR DETAILS A505 INTERIOR DOOR DETAILS, WINDOW DETAILS A601 INTERIOR ELEVATIONS A701 FIRST FLOOR REFLECTED CEILING PLAN A702 ENLARGED REFLECTED CEILING PLANS, ATTIC HATCH DETAIL N.T.S. 1 STATE MAP N N.T.S. 2 CHIPPEWA COUNTY MAP N G101 TITLE SHEET, SHEET INDEX, PROJECT LOCATION MAPS G102 EGRESS PLAN, CODE ANAYLSIS G103 BUILDING COMPONENTS C103 SITE PLAN S101 STRUCTURAL DESIGN NOTES S201 FOUNDATION PLAN S301 ROOF FRAMING PLAN S302 ENLARGED FRAMING PLANS S501 STRUCTURAL DETAILS GENERAL CIVIL ARCHITECTURAL STRUCTURAL N.T.S. 3 VICINITY MAP N NO. DATE 4 MASSING VIEW 10/08/2025 UP ROOM NAME 101 RM#.1 A.401 1 1 1 1 1 A101 SIM W# 1i Name Elevation ROOM TAG DOOR TAG ELEVATION TAG SECTION TAG WINDOW TAG WALL TAG ELEVATION DATUM EXIT LIGHT FLOOR PLAN LEGEND: A. INTERIOR AND EXTERIOR DIMENSIONS: a. EXTERIOR STUD WALLS: FACE OF EXTERIOR SIDE OF STUD b. EXTERIOR MASONRY WALLS: FACE OF EXTERIOR SIDE OF MASONRY c. OPENINGS: EDGES OF OPENING d. INTERIOR STUD WALLS: FACE OF STUD, NOMINAL e. INTERIOR MASONRY WALLS: FACE OF MASONRY WALL, NOMINAL B. WOOD BLOCKING: a. PROVIDE SOLID WOOD BLOCKING FOR ALL WALL AND SOFFIT MOUNTED PRODUCTS AND EQUIPMENT INDICATED ON DRAWINGS C. PROVIDE CORNER GUARD PROTECTION AT ALL OUTSIDE CORNERS D. DOOR FRAMES SHALL BE LOCATED 4 1/2" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. E. GPDW @ WALLS TO HAVE CONTROL JOINTS @ 20' -0" O.C. MAX., TYP. F. REQUIRED ADA CLEARANCES AT PLUMBING FIXTURES DENOTED WITH DASHED LINES. G. PROVIDE ALL ADA COMPLIANT ROOM SIGNAGE, UNLESS OTHERWISE NOTED. ROOM SIGNAGE SHALL BE MOUNTED PER 7/G102. H. SALES AND SERVICE COUNTERS MUST PROVIDE A PORTION OF COUNTER THAT IS MINIMUM 36" LONG AND MAXIMUM 36" A.F.F. COMPLYING WITH SECTION 904 OF THE 2009 ICC A117.1. GENERAL FLOOR PLAN NOTES: A401 2 A401 1 A402 2 A402 1 STORAGE 116 BREAK ROOM 114 SERVICE MANAGER 113 GENERAL MANAGER 112 FINANCE 111 ADMIN 110 MENS 108 WOMENS 109 JANITOR 118 UNISEX 119 IT 120 SALES 105 SALES 104 SALES 103 SALES 106 SALES 107 SHOW ROOM 101 SERVICE 117 CUSTOMER SERVICE 102 30' - 0" 100' - 0" 31' - 9" 68' - 3" 20' - 0" 110' - 0" 23' - 0" 140' - 0" 23' - 0" 5' - 7" 11' - 0" 6' - 5" 24' - 0" 12' - 0" 17' - 0" 4 3/4" 12' - 0" 12' - 0" 12' - 0" 6' - 0" 9' - 0" 7' - 2 1/2" 5' - 4 1/2" 5' - 9 1/2" 11' - 6" 31' - 9 1/2" 9' - 11" 10' - 4" 8' - 0" HALL 115 20' - 0" 80' - 0" 63' - 0" 1 A503 2 A503 1 A501 4 A501 3 A501 2 A501 PROVIDE AIR CURTAIN PROVIDE AIR CURTAIN 163' - 0" 9' - 9" 9' - 11" 10' - 4" A302 1 ABOVE A302 4 ABOVE A302 2 A302 3 A601 9 8 A601 11 10 130' - 0" 1 A502 12' - 8" 27' - 6" 5' - 6" 5' - 0" 10 A503 A601 14 15 A601 12 13 11 A503 TRENCH DRAIN, TYP. 2' - 2" 10' - 7" D J M M N N M MM H 101.1 J B 117.6 116.1 117.1 117.2 117.3 117.4 117.5 117.7 117.8 117.9 117.10 117.11 117.12 117.13 120.1 118.1 102.1 116.2 10' -0" x 110' -0" x 0' -5" CONCRETE APRON. SLOPE AWAY FROM BUILDING 1:50 SLOPE MAX. COORDINATE W/ STRUCTURAL 116' -6" x 10' -0" x 0' -5" CONCRETE APRON. SLOPE AWAY FROM BUILDING 1:50 SLOPE MAX. COORDINATE W/ STRUCTURAL 5' -0" x 5' -0" x 0' -5" CONCRETE APRON. SLOPE AWAY FROM BUILDING 1:50 SLOPE MAX. COORDINATE W/ STRUCTURAL 5' -0" x 5' -0" x 0' -5" CONCRETE APRON. SLOPE AWAY FROM BUILDING 1:50 SLOPE MAX. COORDINATE W/ STRUCTURAL 5' -0" x 8' -0" x 0' -5" CONCRETE APRON. SLOPE AWAY FROM BUILDING 1:50 SLOPE MAX. COORDINATE W/ STRUCTURAL 15' -0" x 5' -0" x 0' -5" CONCRETE APRON. SLOPE AWAY FROM BUILDING 1:50 SLOPE MAX. COORDINATE W/ STRUCTURAL 6"Ø METAL PIPE BOLLARD PAINTED, TYP. @ EXTERIOR OF EACH OHD PRE -FINISHED METAL DOWNSPOUT. CONNECT TO UNDERGROUND STORMWATER SYSTEM, TYP. DS DS DS DS DS DS DS DS 110.1 111.1 112.1 113.1 114.1 115.1 116.4 116.3 101.2 12' - 11 1/2" 31' - 7" 9' - 11" 9' - 11" 10' - 4" K E 7' -0" TALL OPENING WIDTH OF THE HALL M 9' - 5" A A A A C B B G F J FRAME OUT AND FINISH AROUND BUILDING STRUCTURAL COMPONENTS @ OFFICE PORTION K W2 W2 W2 W3 103.1 104.1 105.1 106.1 107.1 SEE FRAME TYPES FOR STOREFRONT WALLS AT SALES OFFICES, TYP. 7 A502 NO SLOPE 4' - 3" 87' - 6" NO SLOPE 5' - 3 1/2" 42' - 3 1/2" NO SLOPE 12' - 2 3/4" NO SLOPE 20' - 2 1/4" 42' - 2 1/4" NO SLOPE 4' - 0" 42' - 3 1/2" NO SLOPE 25' - 2 1/4" SLOPE FLOOR TO TRENCH DRAIN 1/8":1' -0" TYP. SLOPE FLOOR TO TRENCH DRAIN 1/8":1' -0" TYP. 2' - 8" 2' - 8" 18"x18" TIMBER COLUMNS WRAPPED WITH BRICK 6' -0" HIGH WITH CONCRETE CAP @ NORTH ENTRY, TYP. 10"x10" TIMBER COLUMNS WRAPPED WITH BRICK 4' -0" HIGH WITH CONCRETE CAP @ NORTH ENTRY, TYP. 2' - 0" 2' - 0" SERVICE DESK, BY OTHER. SEE GENERAL NOTE H. W2 W2 W2 W2 12' - 0" 55' - 7" 12' - 5 1/2" 1 1 LIEN & PETERSON ARCHITECTS, INC 4675 ROYAL DRIVE EAU CLAIRE, WI TELEPHONE EMAIL PO BOX 925 54701 715 -835 -7500 admin@2dlp.com L&P PROJECT # REVISIONS: ISSUE DATE: 10/29/2025 1:29:58 PM A301FIRST FLOOR PLAN 25067 OCTOBER 08, 2025 NEW RV DEALERSHIP BUILDING 13136 30TH AVE CHIPPEWA FALLS, WI 54729 MARKQUART RV LAKE HALLIE NO. DATE 1 10/29/2025 1/8" = 1'-0" 1 FIRST FLOOR PLAN N FIRST FLOOR 100' - 0" SERVICE BRG. 120' - 0" T.O. FOOTING 96' - 0" OFFICE BRG. 112' - 0" 3" 1'-0" 3" 1'-0" 5" / 1'-0" 1 A501 3 A501 ENTRY TIMBER TRUSS BRG. 114' - 0" W2 117.12 117.11 117.10 117.9 117.8 117.7 TYPICAL CANOPY ROOF CONSTRUCTION STANDING SEAM METAL ROOF PANELS ROOFING FELT (ICE AND WATER GUARD ENTIRE ROOF) ROOF SHEATHING (SEE STRUCTURAL) TRUSS RAFTERS (SEE STRUCTURAL) TONGUE AND GROOVE CEILING 18"x18" TIMBER TRUSS WITH SIGNAGE AND BACKING AT NORTH FACE OF ENTRY, SEE STRUCTURE STONE WRAPPED 18"x18" TIMBER COLUMNS W/ CONCRETE CAP @ ENTRY TYPICAL ROOF CONSTRUCTION STANDING SEAM METAL ROOF PANELS ROOFING FELT (ICE AND WATER GUARD ENTIRE ROOF) ROOF SHEATHING (SEE STRUCTURAL) TRUSS RAFTERS (SEE STRUCTURAL) R-50 BLOWN INSULATION 6 MIL. POLY VAPOR BARRIER CEILING FINISH (SEE ROOM FINISH SCHEDULE) CONTINUOUS RIDGE VENT, TYP. PRE -FINISHED METAL VENTED SOFFIT, TYP. PRE -FINISHED METAL FASCIA, TYP. TYPICAL ROOF CONSTRUCTION STANDING SEAM METAL ROOF PANELS ROOFING FELT (ICE AND WATER GUARD ENTIRE ROOF) ROOF SHEATHING (SEE STRUCTURAL) TRUSS RAFTERS (SEE STRUCTURAL) R-50 BLOWN INSULATION 6 MIL. POLY VAPOR BARRIER CEILING FINISH (SEE ROOM FINISH SCHEDULE) PRE -FINISHED METAL GUTTER W/ DOWNSPOUTS, TYP. 6"Ø METAL PIPE BOLLARD PAINTED, TYP. @ EXTERIOR OF EACH OHD 116' -6" x 10' -0" x 0' -5" CONCRETE APRON. SLOPE AWAY FROM BUILDING 1:50 SLOPE MAX. COORDINATE W/ STRUCTURAL PRE -FINISHED METAL SIDING PANELS 110' -0" x 10' -0" x 0' -5" CONCRETE APRON. SLOPE AWAY FROM BUILDING 1:50 SLOPE MAX. COORDINATE W/ STRUCTURAL OVERHEAD DOOR, TYP. VERTICAL BOARD AND BATTEN SIDING @ OFFICE PORTION, TYP. CONCRETE CAP ABOVE STONE WAINSCOT, TYP. 6' - 0" HORIZONTAL 6" TRIM BAND TO ALIGN WITH CENTER OF BOTTOM TRUSS CHORD 6" CORNER TRIM, TYP. 5" / 1'-0" INSTALL SNOW GUARDS @ ROOF EDGES 12" MIN. FROM EXTERIOR WALL AND 48" MIN. APART FROM EACH OTHER VERTICAL BOARD AND BATTEN SIDING CONNECT DOWNSPOUTS INTO UNDERGROUND STORMWATER SYSTEM, TYP. 7 A502 HORIZONTAL LP SMARTSIDE TRIM BOARDS W/ SIGNAGE @ 19' -0" A.F.F. 6" TRIM @ OFFICE DOORS AND WINDOWS, TYP. FIRST FLOOR 100' - 0" SERVICE BRG. 120' - 0" T.O. FOOTING 96' - 0" OFFICE BRG. 112' - 0" 5" 1'-0" 5" 1'-0" 3" / 1'-0" 4 A501 2 A501 3" / 1'-0" 1 A502 ENTRY TIMBER TRUSS BRG. 114' - 0" SERVICE TIMBER TRUSS BRG. 110' - 0" 117.13 101.1 TYPICAL ROOF CONSTRUCTION STANDING SEAM METAL ROOF PANELS ROOFING FELT (ICE AND WATER GUARD ENTIRE ROOF) ROOF SHEATHING (SEE STRUCTURAL) TRUSS RAFTERS (SEE STRUCTURAL) R-50 BLOWN INSULATION 6 MIL. POLY VAPOR BARRIER CEILING FINISH (SEE ROOM FINISH SCHEDULE) 6"Ø METAL PIPE BOLLARD PAINTED, TYP. @ EXTERIOR OF EACH OHD 6" CORNER TRIM, TYP. PRE -FINISHED METAL SIDING PANELS 110' -0" x 10' -0" x 0' -5" CONCRETE APRON. SLOPE AWAY FROM BUILDING 1:50 SLOPE MAX. COORDINATE W/ STRUCTURAL ALUMINUM MAN DOORS 15' -0" x 5' -0" x 0' -5" CONCRETE APRON. SLOPE AWAY FROM BUILDING 1:50 SLOPE MAX. COORDINATE W/ STRUCTURAL PRE -FINISHED METAL GUTTER W/ DOWNSPOUTS, TYP. SEE SHEET A303 FOR CANOPY ROOF CONSTRUCTION CONTINUOUS RIDGE VENT, TYP. PRE -FINISHED METAL FASCIA, TYP. PRE -FINISHED METAL VENTED SOFFIT, TYP. STONE WRAPPED 10"x10" TIMBER COLUMNS W/ CONCRETE CAP 5' -0" x 5' -0" x 0' -5" CONCRETE APRON. SLOPE AWAY FROM BUILDING 1:50 SLOPE MAX. COORDINATE W/ STRUCTURAL 4' - 0" STONE WRAPPED 18"x18" TIMBER COLUMNS W/ CONCRETE CAP @ ENTRY VERTICAL BOARD AND BATTEN SIDING @ OFFICE PORTION, TYP. HORIZONTAL 6" TRIM BAND TO ALIGN WITH CENTER OF BOTTOM TRUSS CHORD TYPICAL ROOF CONSTRUCTION STANDING SEAM METAL ROOF PANELS ROOFING FELT (ICE AND WATER GUARD ENTIRE ROOF) ROOF SHEATHING (SEE STRUCTURAL) TRUSS RAFTERS (SEE STRUCTURAL) R-50 BLOWN INSULATION 6 MIL. POLY VAPOR BARRIER CEILING FINISH (SEE ROOM FINISH SCHEDULE) 18"x18" TIMBER TRUSS WITH SIGNAGE AND BACKING AT NORTH FACE OF ENTRY, SEE STRUCTURE CONCRETE CAP ABOVE STONE WAINSCOT, TYP. 6' - 0" TYPICAL CANOPY ROOF CONSTRUCTION STANDING SEAM METAL ROOF PANELS ROOFING FELT (ICE AND WATER GUARD ENTIRE ROOF) ROOF SHEATHING (SEE STRUCTURAL) TRUSS RAFTERS (SEE STRUCTURAL) TONGUE AND GROOVE CEILING 5" 1'-0" 5" 1'-0" INSTALL SNOW GUARDS @ ROOF EDGES 12" MIN. FROM EXTERIOR WALL AND 48" MIN. APART FROM EACH OTHER CONNECT DOWNSPOUTS INTO UNDERGROUND STORMWATER SYSTEM, TYP. 6" TRIM @ OFFICE DOORS AND WINDOWS, TYP. W2 W2 W2 W2 1 1 LIEN & PETERSON ARCHITECTS, INC 4675 ROYAL DRIVE EAU CLAIRE, WI TELEPHONE EMAIL PO BOX 925 54701 715 -835 -7500 admin@2dlp.com L&P PROJECT # REVISIONS: ISSUE DATE: 10/29/2025 1:29:59 PM A401EXTERIOR ELEVATIONS 25067 OCTOBER 08, 2025 NEW RV DEALERSHIP BUILDING 13136 30TH AVE CHIPPEWA FALLS, WI 54729 MARKQUART RV LAKE HALLIE NO. DATE 1 10/29/2025 1/8" = 1'-0" 1 EAST ELEVATION 1/8" = 1'-0" 2 NORTH ELEVATION FIRST FLOOR 100' - 0" SERVICE BRG. 120' - 0" T.O. FOOTING 96' - 0" 3" / 1'-0" 4 A501 2 A501 1 A502 SERVICE TIMBER TRUSS BRG. 110' - 0" 116.1 117.1 117.2 117.3 117.5 117.4 117.6 TYPICAL ROOF CONSTRUCTION STANDING SEAM METAL ROOF PANELS ROOFING FELT (ICE AND WATER GUARD ENTIRE ROOF) ROOF SHEATHING (SEE STRUCTURAL) TRUSS RAFTERS (SEE STRUCTURAL) R-50 BLOWN INSULATION 6 MIL. POLY VAPOR BARRIER CEILING FINISH (SEE ROOM FINISH SCHEDULE) 6"Ø METAL PIPE BOLLARD PAINTED, TYP. @ EXTERIOR OF EACH OHD 6" CORNER TRIM, TYP. PRE -FINISHED METAL SIDING PANELS 110' -0" x 10' -0" x 0' -5" CONCRETE APRON. SLOPE AWAY FROM BUILDING 1:50 SLOPE MAX. COORDINATE W/ STRUCTURAL ALUMINUM MAN DOOR OVERHEAD DOOR, TYP. 116' -6" x 10' -0" x 0' -5" CONCRETE APRON. SLOPE AWAY FROM BUILDING 1:50 SLOPE MAX. COORDINATE W/ STRUCTURAL PRE -FINISHED METAL GUTTER W/ DOWNSPOUTS, TYP. SEE SHEET A303 FOR CANOPY ROOF CONSTRUCTION CONTINUOUS RIDGE VENT, TYP. PRE -FINISHED METAL FASCIA, TYP. PRE -FINISHED METAL VENTED SOFFIT, TYP. STONE WRAPPED 10"x10" COLUMNS W/ CONCRETE CAP 4' - 0" TIMBER TRUSS AND COLUMNS @ CANOPY, SEE STRUCTURE 5" / 1'-0" INSTALL SNOW GUARDS @ ROOF EDGES 12" MIN. FROM EXTERIOR WALL AND 48" MIN. APART FROM EACH OTHER CONNECT DOWNSPOUTS INTO UNDERGROUND STORMWATER SYSTEM, TYP. FIRST FLOOR 100' - 0" SERVICE BRG. 120' - 0" T.O. FOOTING 96' - 0" OFFICE BRG. 112' - 0" 3" 1'-0" 3" 1'-0" 5" / 1'-0" 1 A501 3 A501 5" / 1'-0" ENTRY TIMBER TRUSS BRG. 114' - 0" SERVICE TIMBER TRUSS BRG. 110' - 0" 5" 1'-0" 5" 1'-0" 102.1 116.2 W2 W2 W3 10"x10" TIMBER TRUSS WITH SIGNAGE AND BACKING AT WEST FACE OF SERVICE ENTRY, SEE STRUCTURE 6' - 0" 4' - 0" 6"Ø METAL PIPE BOLLARD PAINTED, TYP. @ EXTERIOR OF EACH OHD 116' -6" x 10' -0" x 0' -5" CONCRETE APRON. SLOPE AWAY FROM BUILDING 1:50 SLOPE MAX. COORDINATE W/ STRUCTURAL 6" CORNER TRIM, TYP. PRE -FINISHED METAL GUTTER W/ DOWNSPOUTS, TYP. CONTINUOUS RIDGE VENT, TYP. PRE -FINISHED METAL VENTED SOFFIT, TYP. STONE WRAPPED 10"x10" TIMBER COLUMNS W/ CONCRETE CAP STONE WRAPPED 18"x18" TIMBER COLUMNS W/ CONCRETE CAP @ ENTRY 18"x18" TIMBER TRUSS WITH SIGNAGE AND BACKING AT NORTH FACE OF ENTRY, SEE STRUCTURE HORIZONTAL 6" TRIM BAND TO ALIGN WITH CENTER OF BOTTOM TRUSS CHORD CONCRETE CAP ABOVE STONE WAINSCOT, TYP. VERTICAL BOARD AND BATTEN SIDING @ OFFICE PORTION, TYP. PRE -FINISHED METAL SIDING PANELS 5' -0" x 5' -0" x 0' -5" CONCRETE APRON. SLOPE AWAY FROM BUILDING 1:50 SLOPE MAX. COORDINATE W/ STRUCTURAL ALUMINUM MAN DOOR, TYP. TYPICAL ROOF CONSTRUCTION STANDING SEAM METAL ROOF PANELS ROOFING FELT (ICE AND WATER GUARD ENTIRE ROOF) ROOF SHEATHING (SEE STRUCTURAL) TRUSS RAFTERS (SEE STRUCTURAL) R-50 BLOWN INSULATION 6 MIL. POLY VAPOR BARRIER CEILING FINISH (SEE ROOM FINISH SCHEDULE) TYPICAL CANOPY ROOF CONSTRUCTION STANDING SEAM METAL ROOF PANELS ROOFING FELT (ICE AND WATER GUARD ENTIRE ROOF) ROOF SHEATHING (SEE STRUCTURAL) TRUSS RAFTERS (SEE STRUCTURAL) TONGUE AND GROOVE CEILING PRE -FINISHED METAL FASCIA, TYP. TYPICAL ROOF CONSTRUCTION STANDING SEAM METAL ROOF PANELS ROOFING FELT (ICE AND WATER GUARD ENTIRE ROOF) ROOF SHEATHING (SEE STRUCTURAL) TRUSS RAFTERS (SEE STRUCTURAL) R-50 BLOWN INSULATION 6 MIL. POLY VAPOR BARRIER CEILING FINISH (SEE ROOM FINISH SCHEDULE) INSTALL SNOW GUARDS @ ROOF EDGES 12" MIN. FROM EXTERIOR WALL AND 48" MIN. APART FROM EACH OTHER VERTICAL BOARD AND BATTEN SIDING CONNECT DOWNSPOUTS INTO UNDERGROUND STORMWATER SYSTEM, TYP. 7 A502 HORIZONTAL LP SMARTSIDE TRIM BOARDS W/ SIGNAGE @ 19' -0" A.F.F. 6" TRIM @ OFFICE DOORS AND WINDOWS, TYP. LIEN & PETERSON ARCHITECTS, INC 4675 ROYAL DRIVE EAU CLAIRE, WI TELEPHONE EMAIL PO BOX 925 54701 715 -835 -7500 admin@2dlp.com L&P PROJECT # REVISIONS: ISSUE DATE: 10/8/2025 9:41:38 AM A402EXTERIOR ELEVATIONS 25067 OCTOBER 08, 2025 NEW RV DEALERSHIP BUILDING 13136 30TH AVE CHIPPEWA FALLS, WI 54729 MARKQUART RV LAKE HALLIE NO. DATE 1/8" = 1'-0" 2 SOUTH ELEVATION 1/8" = 1'-0" 1 WEST ELEVATION SHEET NO. SET TYPEISSUE DATEDRAWN BY:JOB NO.CHECKED BY: engineers• architects• planners• environmental specialistsland surveyors• landscape architects• interior designers ARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comGENERAL CONTRACTOR:MARKQUART RVMARKQUART HALLIE, LLCLAKE HALLIE, WISCONSIN OCTOBER 2025KATM7290-001RPKCONSTRUCTION DOCUMENTS NO.DATEDESCRIPTION CONSTRUCTION DOCUMENTS SITE PLAN C103 SHEET NO. SET TYPEISSUE DATEDRAWN BY:JOB NO.CHECKED BY: engineers• architects• planners• environmental specialistsland surveyors• landscape architects• interior designers ARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comGENERAL CONTRACTOR:MARKQUART RVMARKQUART HALLIE, LLCLAKE HALLIE, WISCONSIN OCTOBER 2025KATM7290-001RPKCONSTRUCTION DOCUMENTS NO.DATEDESCRIPTION CONSTRUCTION DOCUMENTS EROSIONCONTROLPLANC106 DEPARTMENT OF PLANNING & ZONING  711 North Bridge Street, Chippewa Falls, WI 54729  Phone:715.726.7940  Fax:715.726.4596  www.co.chippewa.wi.us  Land Management Land Planning Land Records & G.I.S. POWTS & Wells VILLAGE OF LAKE HALLIE Date: November 24, 2025 To: Property Owner(s) From: Douglas Clary, Director Re: Public Meetings & Hearing Dear Property Owner(s): The Village of Lake Hallie has received a conditional use request for a parcel of land that is located either adjacent to or in the vicinity of property owned by you. You are receiving this notice because your property has been determined to be within the legal public hearing notification distance per village and state requirements. I have enclosed a map identifying the location of the parcels associated with this conditional use request. Please contact me at (715) 726-7941 if you have any questions regarding this request. Conditional Use Petition #2025-0007 Petitioner: Lee Markquart Enterprises, LLC To allow a recreational vehicle (RV) dealership in the Industrial District in accordance with 70-74(b)(2) and 70-115 of the Lake Hallie Zoning Ordinance. The development will be located on a newly created certified survey map, which will include parcel numbers 22809-3622-76167002 and 22809-3623-76056004. The property is located in the W ½ of the NW ¼, Section 36, Township 28 North, Range 09 West. Property Address: Vacant . The following meetings are open to the general public: Lake Hallie Plan Commission: The Village Plan Commission will meet on December 8, 2025, at 6:00 PM at the Lake Hallie Municipal Building, 13136 30th Avenue, Lake Hallie, Wisconsin to review this rezone request. The Plan Commission will make a recommendation for approval or denial, which will be forwarded to the Village Board . Lake Hallie Village Board: The Lake Hallie Village Board will hold a PUBLIC HEARING on December 15, 2025, at 7:00 PM at the Lake Hallie Municipal Building, 13136 30th Avenue, Lake Hallie, Wisconsin to review the recommendation from the Plan Commission and to make a final decision on this conditional use request.