Board of Adjustments Packet - November 25, 2025 with Presentations

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WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL WLWLWLWLWLWLWLWL WLWLWLWLWLWLWLWLWLWLWLWLWLWL26.0' 23.0' 25.0'43.0' FL-FL25.0' 25.0'9.0'20.0' 9.0'20.0'5.0'6.0'PROPOSED EASEMENTWETLAND IMPACTWETLAND IMPACT25' WETLAND BUFFER20' WETLAND BUFFER SETBACKWET DETENTION PONDPROPOSED B612CURB & GUTTERPROPOSED B612CURB & GUTTER3' CURB TAPER5' CURB TAPER5' CURB TAPERBITUMINOUS PAVEMENT3' CURB TAPER3' CURB TAPERMATCH EXISTING BITUMINOUSPROPOSED GRAVELTIE INTO EXISTING DRIVEWAYS3' CURB TAPERDO NOT ENTER SIGN (EA)DO NOT ENTER SIGN (EA)TIE INTO EXISTINGTIE INTO EXISTINGCONCRETE PED. RAMP100.0'50.0'102.0'BITUMINOUS PAVEMENTPROPOSED B618CURB & GUTTERPROPOSED B618CURB & GUTTERPROPOSEDCONCRETE ISLAND30.0'216.8'RIGHT TURN LANE10' WIDE BITUMINOUS TRAILTIE INTO EXISTING6' WIDE CONCRETE SIDEWALK7 STEP - 1' WIDE X 6" DROP6' WIDE SIDEWALK3' WIDE VALLEY GUTTER5' CURB TAPER6.0'3' CURB TAPER2613121422CONCRETE PED RAMPW/ TRUNCATED DOMECONCRETE PED RAMPW/ TRUNCATED DOMETRUNCATED DOME3' CURB TAPERADA PARKING SIGN (TYP.)9.0'6' 3'TWIN LAKES ROAD NW3 -STORY APARTMENT BUILDING B24,024 S.F. (15.7%)(59 UNITS TOTAL)(FIRST FLOOR PARKING)3-LEVEL200.0'66.0'134.0'230.0'153.5'2.5'R=10'L=15.7'76.0'7.1'8.0'57.2'R=6'L=9.4'153.0'108.5' 32.6'R=20'L=31.4'7.0'14.9'7.2'14.8'107.0'7.0'4.3'3.0'5.7'R=5'L=7.9'26.0'R=6'L=2.3'R=6'L=9.5'10.9'2.2'R=20'L=16.5'R=5'L=9.0'14.6'118.0'15.5'R=5'L=6.8'R=20'L=23.4'R=5'L=6.8'15.5'127.0'17.0'R=3'L=4.7'1.0'R=3'L=4.7'14.0'3.0'R=20'L=31.4'5.0'R=46'L=55.7'R=5'L=6.1'18.5'18.3'83.6'R=10'L=15.5'R=16'L=24.8'7.0'30.7'R=7'L=11.8'3-LEVEL12.0'27.0'6.0'5.0'33.6'23.8'23.8'R=3'L=7.1'R=3'L=4.7'R=3'L=7.1'97.9'R=3'L=4.7'6.0'5' CURB TAPERR=76'L=36.0'R=5'L=10.2'49.3'9.0'R=15'L=23.6'15.9'26.4'7.1'26.9'R=20'L=31.5'R=15.0'L=16.7'R=76.0'L=13.9'R=50.0'L=30.9'145.2'8.0'MATCH EXISTINGCURB & GUTTERCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE SITE PLANC25:48 PM N:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\Site.dwg11/25/2025 PROPOSED CONCRETE PAVEMENTPROPOSED TURF ESTABLISHMENTPROPOSED ASPHALT PAVEMENTCONCRETE CURB AND GUTTER - B612LEGEND:SITE PLAN NOTES:1.PAINTED PAVEMENT MARKING DIMENSIONS ARE SHOWN TO FACE OF CURB.ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB.2.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPED PARKINGSTALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS.3.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OFEXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.4.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THESTART OF CONSTRUCTION.5.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY, COUNTYAND STATE REGULATIONS.6.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVEDBY THE CITY.7.LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS &SPECIFICATIONS.8.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOTDESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6"OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO THE EROSIONCONTROL PLAN FOR SOD AND SEED LOCATIONS. ALL OTHER AREASDISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE ACERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131.9.WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUTTO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED ORUNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINTBETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TOBE FLUSH WITH EXISTING.SITE PLAN INFORMATION:PARCEL AREA:·5.80 ACRES ±PROPOSED ZONING:·P.U.D. DISTRICTPRINCIPAL STRUCTURE SETBACKS:·FRONT: 30'·SIDE:10'·REAR:20'PARKING SETBACKS:·FRONT SETBACK FOR PARKING:10'·SIDE SETBACK FOR PARKING:10'·REAR SETBACK FOR PARKING:10'SITE DATA EXISTING PROPOSEDPAVEMENT AREA26,351 SF 80,327 SFLANDSCAPE AREA1,384 SF 0 SFWETLAND/WATER AREA11,824 SF 12,095 SFBUILDING AREA 1,358 SF 24,126 SFPERVIOUS AREA237,617 SF 161,986 SFTOTAL AREA 278,534 SF 278,534 SFPARKING REQUIREMENTS:·MINIMUM PARKING STALL DIMENSIONS: 20' X 9' (90° PARKING)TOTAL UNITS:59 (59 PER APARTMENT)PARKING STALLS:·TOTAL STALLS PROVIDED: 126 (2.14 STALLS/UNITS)··TOTAL INDOOR STALLS:57··TOTAL OUTDOOR STALLS:69·TOTAL ADA STALLS PROVIDED: 6 (6 VAN ACCESSIBLE)·TOTAL ADA STALLS REQUIRED:6 (6 VAN ACCESSIBLE REQUIRED)PROPOSED SIGNPROPOSED GRAVEL SURFACINGNSCALE:0'30'60'1"=30'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. BRIGGS ELK RIVER PLAT City of Elk River, Sherburne County, MN 11/25/2025 24-0290.00 CJD DML MJM NO T F O R C O N S T R U C T I O NPage 85 of 97