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Home My WebLink About0702824410096-11062014KEMPER & ASSOCIATES PROFESSIONAL LAND SURVEYORS 721 OLD HIGHWAY 8 N.W. NEW BRIGHTON, MINNESOTA 55112 651-631-0351 FAX 651-631-8805 Email: kemper@pro—ns.net www.kempersurveys.com SECTION 7, T28N, R24W VICINITY MAP (NO SCALE) ZONING REQUIREMENTS ZONED R-1: SINGLE DWELLING UNIT DISTRICT MINIMUM LOT AREA: 9,000 SQ. FT. MINIMUM LOT WIDTH: 75 FEET MINIMUM LOT DEPTH: 120 FEET MAXIMUM HEIGHT: 30 FEET OR 2.5 STORIES, WHICHEVER IS LESS BUILDING COVERAGE: LOTS 9,000 SQ. FT. OR GREATER IN AREA— BUILDING COVERAGE SHALL BE NOT MORE THAN 25% FOR ALL BUILDINGS AND STRUCTURES, PROVIDED, HOWEVER, THAT THE COMBINED TOTAL AREA OCCUPIED BY ALL ACCESSORY BUILDINGS AND STRUCTURES, EXCLUDING ATTACHED GARAGES, SHALL NOT EXCEED 1,000 SQ. FT. BUILDING SETBACKS: (60' LOT WIDTH OR LESS) FRONT: 30 FEET (WHEN MORE THAN 25% OF THE FRONTAGE ON ONE SIDE OF A STREET BETWEEN INTERSECTIONS IS OCCUPIED BY BUILDINGS HAVING FRONT STREET SETBACKS OF MORE OR LESS THAN 30 FEET, THE AVERAGE L SETBACK OF SUCH EXISTING Q BUILDINGS SHALL BE MAINTAINED BY ALL NEW OR RELOCATED BUILDINGS OR STRUCTURES OR ADDITIONS THERETO ON THE SAME SIDE OF THAT STREET AND BETWEEN SAID INTERSECTIONS. IF A BUILDING OR STRUCTURE OR ADDITION THERETO IS TO BE BUILT OR RELOCATED WHERE THERE IS AN ESTABLISHED AVERAGE SETBACK, AND THERE ARE EXISTING BUILDINGS ON BOTH SIDES OF THE NEW OR RELOCATED BUILDING OR STRUCTURE OR ADDITION THERETO, THE FRONT SETBACK NEED BE NO GREATER THAN THAT WHICH WOULD BE ESTABLISHED BY CONNECTING A LINE PARALLEL WITH THE FRONT LOT LINE CONNECTING THE MOST FORWARD PORTION OF THE ADJACENT PRINCIPAL BUILDING ON EACH SIDE SIDE: 5 FEET (THE REQUIRED INTERIOR SIDE YARD SETBACK SHALL BE INCREASED BY 6 INCHES FOR EACH FOOT THE BUILDING HEIGHT EXCEEDS 15 FEET REAR: 25 FEET (ALL PRINCIPAL AND ACCESSORY STRUCTURES SHALL MAINTAIN A MINIMUM SETBACK OF 50 FEET FROM THE ORDINARY HIGH WATER ELEVATION OF ANY NATURALLY OCCURRING LAKE, POND OR STREAM) ATTACHED GARAGE SETBACKS: FRONT. 30 FEET SIDE: 5 FEET REAR: 25 FEET (AS PER CITY OF EDINA ZONING CODE) (OWNER/ARCHITECT TO VERIFY BEFORE CONSTRUCTION) CERTIFICATE 13194 (13194R1.DWG) INC. J40Z 9 — ADN FOUND 1/2"" PINCHED IRON PIPE ELEV. 914.61, N7'44'30'W 0:48' FOUND 1/2" - IRON PIPE ELEV. 916.76 S29'27'14"W 0.39 4226 ALDEN DRIVE (FOUNDATION) EDINA, MINNESOTA FOUNDATION AS -BUILT (OCTOBER 31, 2014) 4226 ALDEN DRIVE CITY OF EDINA, HENNEPIN COUNTY, MINNESOTA THRESHOLD ELEV. 916.45 .Ing 07�02ar,xS 8c CHERYL FUtiRs� FLOOD ZONE NOTE SUBJECT PROPERTY LIES WITHIN FLOOD ZONE "X", AREAS OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NO. 27053CO362E EFFECTIVE DATE OF SEPTEMBER 2ND, 2004. PREPARED FOR: JIM SCOTT QUARTERSAWN DESIGNIBUILD 320 WEST 48TH STREET MINNEAPOLIS, MN 55419 PHONE: 952-929-3700 CELL: 952-554-3930 FOUND PK NAIL gl rn N W 1 0 OCq N '0"1 I 0 0 0 PIA FOUND 1/2" IRON PIPE SSMH RIM 900.44 INV 892.18 S INV 892.03 N 0 cn n q� w ¢ IA Q�Q� 5 10 1 INCH EQUALS 10 FEET BASIS FOR BEARINGS: HENNEPIN COUNTY COORDINATE SYSTEM NAD83 (1996 ADJ.) (AS PER REAL-TIME GPS MEASUREMENTS U71UZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS REAL-TIME GPS NETWORK) BASIS FOR ELEVATION: TOP NUT OF FIRE HYDRANT AT THE INTERSECTION OF ALDEN DR. AND W. 42ND ST. ELEV. 878.67 (NGVD 29) (AS PER CITY OF EDINA ENGINEERING DEPARTMENT) CONTOUR INTERVAL=1 FOOT LOT AREA = 11,989 SQ. FT. OR 0.2752 ACRES 4226 ALDEN DRIVE (FOUNDATION) EDINA, MINNESOTA LEGAL DESCRIPTION QUIT CLAIM DEED DOCUMENT NO. A9646366 The South 50 feet of Lot 60, and the South 10 feet of North 50 feet of Lot 60, "Morningside", Hennepin County, Minnesota, together with driveway easement shown in document number 4095373. LEGEND --936--- EXISTING CONTOUR LINE X937.33 EXISTING SPOT ELEVATION SSMH O SANITARY SEWER MANHOLE WV ® WATER VALVE PP * ... FH � ki 00.68 .50 v.� . . F ACI AIR CONDITIONER —OH— W J . .. SANITARY SEWER UNE — W — . DENOTES DIMENSION (M) MEASURED DURING THE COURSE OF THIS SURVEY DENOTES RECORD (R) DIMENSION AS PER PLAT OR LEGAL DESCRIPTION rz ' zw to °' SEWER INVERT ELEV. +892:7 S$ a g Q t..,L 3Q'.. Q 00 < I ¢ 1-0' '. 0_ 901. _ of 0 .=1 Z . 4:22 :. - Z) CL M, 0 co s is5.: TOP NUT OF .'Top. HYDRANT . . ELEV. 905.03 - w j h X IA Q�Q� 5 10 1 INCH EQUALS 10 FEET BASIS FOR BEARINGS: HENNEPIN COUNTY COORDINATE SYSTEM NAD83 (1996 ADJ.) (AS PER REAL-TIME GPS MEASUREMENTS U71UZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS REAL-TIME GPS NETWORK) BASIS FOR ELEVATION: TOP NUT OF FIRE HYDRANT AT THE INTERSECTION OF ALDEN DR. AND W. 42ND ST. ELEV. 878.67 (NGVD 29) (AS PER CITY OF EDINA ENGINEERING DEPARTMENT) CONTOUR INTERVAL=1 FOOT LOT AREA = 11,989 SQ. FT. OR 0.2752 ACRES 4226 ALDEN DRIVE (FOUNDATION) EDINA, MINNESOTA LEGAL DESCRIPTION QUIT CLAIM DEED DOCUMENT NO. A9646366 The South 50 feet of Lot 60, and the South 10 feet of North 50 feet of Lot 60, "Morningside", Hennepin County, Minnesota, together with driveway easement shown in document number 4095373. LEGEND --936--- EXISTING CONTOUR LINE X937.33 EXISTING SPOT ELEVATION SSMH O SANITARY SEWER MANHOLE WV ® WATER VALVE PP * POWER POLE FH � FIRE HYDRANT EM[K] ELECTRIC METER F ACI AIR CONDITIONER —OH— OVERHEAD UTILITY LINE — SS — SANITARY SEWER UNE — W — WATER SERVICE LINE DENOTES DIMENSION (M) MEASURED DURING THE COURSE OF THIS SURVEY DENOTES RECORD (R) DIMENSION AS PER PLAT OR LEGAL DESCRIPTION CERTIFICATION I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND TH(P�T I AM A DULY LICENSED PROFESSIONAL UAND SURVEYOR UNDER THE LAWS OF THE SS ATE OF MINNESOTA. MARK D. KEMPEPLS 1840 DATED THIS /ZL•L DAY 014 IA) I bA44_ KEMPER & ASSOCIATES, INC.