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HomeMy WebLinkAbout2013 As-BuiltKEMPER & 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 20, T117N, R23W w- , INC. VICINITY MAP (NO SCALE) ZONING REQUIREMENTS ZONED LR -1C - ONE -FAMILY LAKESHORE RESIDENTIAL DISTRICT SUBJECT TO SHORELAND OVERLAY DISTRICT SUBJECT TO FLOODPLAIN MANAGEMENT SUBJECT TO STORMWATER QUALITY OVERLAY DISTRICT MINIMUM LOT AREA - 0.5 ACRE MINIMUM LOT WIDTH - 100 FEET MAXIMUM LOT COVERAGE - 15% BY STRUCTURES HARDCOVER RESTRICTION ZONE: WITHIN 75 FEET OF THE ORDINARY HIGH WATER LEVEL (OHWL) OF ANY LAKE OR TRIBUTARY, AND WITHIN ANY BLUFF OF SHORE IMPACT ZONE, NO HARDCOVER SHALL BE PLACED, LOCATED OR CONSTRUCTED, EXCEPT FOR DRIVEWAYS, STAIRWAYS, LIFTS, LANDINGS AND LOCKBOXES AS REGULATED BY THE SHORELAND OVERLAY DISTRICT MAXIMUM HARDCOVER - 25% OF THE GROSS LOT AREA (TIER 1 PARCELS) MAXIMUM HEIGHT - 2.5 STORIES OR 30 FEET BUILDING SETBACKS: FRONT - 30 FEET SIDE - 10 FEET ORDINARY HIGH WATER LEVEL - 75 FEET (AS PER CITY OF ORONO ZONING CODE) NOTE: THE FOLLOWING SHALL NOT BE CONSIDERED TO BE ENCROACHMENTS ON YARD SETBACK REQUIREMENTS: (1) CHIMNEYS, FLUES, BELT COURSES, LEADERS, SILLS, PILASTERS, LINTELS, ORNAMENTAL FEATURES, CORNICES, EAVES, GUTTERS, AND SIMILAR BUILDING ELEMENTS, PROVIDED THEY DO NOT EXTEND MORE THAN TWO FEET INTO A REQUIRED YARD. (3) TERRACES, STEPS, UNCOVERED PORCHES, STOOPS OR SIMILAR STRUCTURES WHICH DO NOT EXTEND ABOVE THE HEIGHT OF THE GROUND FLOOR LEVEL OF THE PRINCIPAL BUILDING AND EXTEND TO A DISTANCE OF NOT LESS THAN TWO FEET FROM ANY LOT LINE. WINDOW WELLS INCLUDING THOSE FOR FIRE EGRESS WHICH DO NOT EXTEND MORE THAN FIVE FEET FROM THE BUILDING. (4) IN SIDE OR REAR YARDS ONLY, BAYS OR CANTILEVERS NOT TO EXCEED A DEPTH OF TWO FEET NOR TO CONTAIN AN AGGREGATE AREA OF MORE THAN 20 SQUARE FEET. (AS PER CITY OF ORONO ZONING CODE) LEGEND -950- EXISTING CONTOUR LINE x945.40 EXISTING SPOT ELEVATION SSMH O SANITARY SEWER MANHOLE CB ® CATCH BASIN FH FIRE HYDRANT WV ® WATER VALVE PPO POWER POLE TR[T] TELEPHONE RISER LP 0 LAMP POST EM ❑E ELECTRIC METER GM © GAS METER AC Q AIR CONDITIONER SH o SPRINKLER HEAD MB1= MAIL BOX - OH - OVERHEAD UTILITY LINES - SS - SANITARY SEWER - ST - STORM SEWER - W - WATER MAIN/SERVICE - G - GAS MAIN/SERVICE - UT - UNDERGROUND TELEPHONE \ \ DENOTES DIMENSION (M) MEASURED DURING THE COURSE OF THIS SURVEY DENOTES RECORD (R) DIMENSION AS PER PLATS / AND LEGAL DESCRIPTIONS DENOTES SET SURVEY • MONUMENT MARKED 947.97 "KEMPER 18407" 30.04 FDN DIMENSION TO FOUNDATION NOTE: THE SHORELAND MANAGEMENT ORDINANCE STATES: "NO PRINCIPAL OR ACCESSORY STRUCTURE SHALL BE LOCATED CLOSER TO THE LAKESHORE THAN THE AVERAGE DISTANCE FROM THE SHORELINE OF EXISTING RESIDENCE BUILDINGS ON ADJACENT LOTS; EXCEPT THAT THIS DOES NOT APPLY TO STAIRWAYS, LIFTS, LANDINGS AND LOCKBOXES. FURTHER, THE AVERAGE LAKESHORE SETBACK SHALL APPLY ONLY TO CLASSIFIED LAKES AND SHALL NOT APPLY TO TRIBUTARIES. THE AVERAGE LAKESHORE SETBACK LINE SHALL BE A STRAIGHT LINE CONNECTING THE MOST CONNECTING THE MOST LAKEWARD PROTRUSIONS OF THE RESIDENCE BUILDINGS ON THE IMMEDIATELY ADJACENT LAKESHORE LOTS." 2690 CAROLINE AVENUE (REAR) ORONO, MINNESOTA gh NOTE: SEVERAL SURVEY MONUMENTS FOUND TO THE WEST OF TRACT A, ~ RLS No. 115 WERE UTILIZED TO 951:04 ESTABLISH THE SOUTHEASTERLY g5� LINE OF TRACT A, RLS NO. 115 SOUTHEA RLY FOUND 1/2" �M LINE 0 ACT A IRON PIPE 949 - MAPLE LS 0. 115 / 9 .24 \ 6" SPRUCE \ \ .947.80 9 .48 \ \ \ 6?3\ ST 947. 7 9 766. / \ RIM 946.52 INV 943.03 76" \ \ k CB IM 94 Jps3\ 947: 947.97 INV 942.2 / 948 948.04 \ \ p/. PP V�C/^\ \ 94 . g03� \ 948.44 \ 1. d, 9 NOTE: UTILITIES SHOWN AS PER FIELD MEASUREMENTS TO ABOVE GROUND FEATURES AND EVIDENCE, AND AVAILABLE UTILITY PLANS. ALL UNDERGROUND UTILITY LOCATIONS TO BE VERIFIED THROUGH GOPHER STATE ONE -CALL (651-454-0002) PRIOR TO ANY EXCAVATION OR CONSTRUCTION CERTIFICATE O 11151AB (11151AB.DWG) D.B. DAN COREY 948.4 \ S 9Q, COR \ G 949.0 49.2 OT \ FLOODPLAIN NOTE: SUBJECT PROPERTY LIES WITHIN FLOOD ZONES "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AND "AE" (SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD; BASE FLOOD ELEVATIONS DETERMINED) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 27053C-0311 E, DATED SEPTEMBER 2, 2004, HENNEPIN COUNTY, MINNESOTA. THE BASE FLOOD ELEVATION FOR LAKE MINNETONKA IS SHOWN TO BE 931 (NGVD 29). 21� SIR\ �Xl I I FINAL AS -BUILT SURVEY (JULY 2015) THE LIBERMAN RESIDENCE 2690 CAROLINE AVENUE ORONO, HENNEPIN COUNTY, MINNESOTA (SEE LEGAL DESCRIPION BELOW) 26'30 CAROLINE AVENUE (FRONT) ORONO, MINNESOTA CITY OF 0 10 20 1 INCH EQUALS 20 FEET BASIS FOR BEARINGS: HENNEPIN COUNTY COORDINATE SYSTEM (NAD 83, 1996) (VIA REAL TIME GPS MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK) BASIS FOR ELEVATION: SAN TARY SEWER MANHOLE NEAR WESTERLY PROPERTY LINE. INVERT ELEV.=927.00 (AS PER CITY OF ORONO PUBLIC WORKS DEPT.) CONTOUR INTERVAL=1 FOOT LEGAL DESCRIPTION v CERTIFICATE OF TITLE NO. 1317142 Lots 1, 2 and those parts of Lots 3 and 23 T 0 NKA SANITARY SEWER EASEMENT and of the vacated alley lying Northeasterly of Lot 23, lying Northwesterly of a line DOCUMENT NO. 854318 drawn parallel with and distant 60 feet LY A. Grantors' Premises Southeasterly of the Northwesterly line of Lots one (1) and Two (2), and those parts of said Lot 23 and the same extended, Lots Three (3) and Twenty-three (23) and of "Wessel's Subdivision of Spring Park Lots" ORDINARY HIGH WATER LEVEL=929.4 vacated alley lying Northeasterly of Lot Twenty- p g HIGHEST RECORDED ELEV.=930.52 (09/07/2002) three (23), lying Northwesterly of a line drawn parallel with and distant 60 feet Southeasterly NOTE: DISTRICT COURT ORDER DOC. NO. o`er LOWEST RECORDED ELEV=921.78 (12/16/1937) of the Northwesterly line of said Lot Twenty- 428973 DEFINES THE NORTHWESTERLY `ry three (23) and the same extended, Wessel's (NGVD 29 ELEVATIONS AS PER MINNESOTA Subdivision of Spring Park Lots. BOUNDARY LINE OF THE SUBJECT Opp' DEPARTMENT OF NATURAL RESOURCES PROPERTY AS FOLLOWS: "LAKE FINDER" WEBSITE) B. Land Subject to Perpetual Underground Utility Easement Commencing at a point on a Northwesterly That part of property described above as extension of the Southwesterly line of IE Grantors' Premises, lying within 10 feet on Lot 23, said Wessel's Subdivision of Spring ELEV. . Northwesterly 100 -YEAR FLOOD 2015} =931 (NGVD 15) each side of the following -described centerline: Park Lots, distant 1665 feet Northter) WATER ELEV.= , Commencing at the most Southerly corner of Y (AS PER FEMA MA ) 1929.0 said Tract A, Registered Land Survey No. 115, Of the Southwesterly corner of said Lot 23 (07/09/2015) files of Registrar of Titles, County of Hennepin; (which point is on the Southeasterly line Of thence Northeasterly along the Southeasterly Tract A, Registered Land Survey No. 115, line of said Tract A a distance of 173.5 feet 9 Y - to the point of beginning of the centerline Files of Registrar of Titles, County of - - _ being described; thence deflecting right 80.20' Hennepin) thence Northeasterly along the a distance of 247 feet, and there ending. Southeasterly line of said Tract A, to the shore of Carman's Bay, Lake Minnetonka, at a point 21 feet, more or less, Northwesterly from the Northwesterly line \ \ of Lot 1, said Wessel's Subdivision of yap \ E' 2162 x929.68 Spring Park Lots. \ X930.43 x X929.84 \ \ SURVEY \ X929.58 \\\ y37 LINE \ Ue _ O � � NO \ 930 - \ \\ \ LINE OF LOT 2 \ X930.68 AREA SUMMARY SOT_ \ x930.78 x930.67 �� � � \ \ PROPERTY AREA = 129,141 SQ. FT. OR (0.669 ACRES \ X 931.18 � - ' � x930.12 y \ \ (TO ORDINARY HIGH WATER LEVEL) VCP 100 -YEAR AS -BUILT HOUSE & GARAGE FOOTPRINT = \NITARY Z (90000}ELEV. 93,\ / / �' f \ \ \ 3,809 SQ. FT. =WEIR SOUTHEASTERLY \ $ \ \ AS -BUILT FRONT PORCH, STEPS &PLANTERS = c LINE OF LOT 2\ \ 147 SQ. FT. X932.60 `�' - x930 42 / / / \ ` BASEMENT WALKOUT STONE PATIO = 160 SQ. FT. \ \ \ \ MAIN LEVEL STONE PATIO & STEPS = 793 SQ. FT. N' N ss \ 19 NORTHWESTERLY PAVER DRIVEWAY & STONE WALK = 1,754 SQ. FT. i ` _ LINE OF LOT 3 \ 1 FLAGSTONE FIRE PIT PATIO = 149 SQ. FT. 24joo932- 1 \ \\ LAKESIDE STONE PAD = 38 SQ. FT. FLAGSTONE WALK & STEPS = ±400 SQ. FT. 2- 3 s J\ TOTAL AS -BUILT IMPERVIOUS SURFACE COVERAGE _ i / \ \ POPLAR Lo 934\ / \ \ \ / / \ \\ 7,250 SQ. FT. 935 » 1 \ \ \ \ ` (24.9% OF PROPERTY AREA TO ORDINARY HIGH \ \ 936 WATER LEVEL) 937 ,\ \ SS \ \ / \ 938 00 \ \ , \ AS -BUILT BUILDING COVERAGE = 3,956 SQ. FT. 940939 \ \ \ \' \ SSMH \ \ \ (13.6% OF PROPERTY AREA TO ORDINARY HIGH RIM 931.59 \ WATER ELEV.= WATER LEVEL 942 \ RECORD INV W 926.04 1929.0 ) � 926.00 \ \ RECORD INV S _943 - \ \ \ \ (07/09/2015) SN.5 0 ` NOTE: RETAINING WALLS ARE EXCLUDED FROM 3 _ 11 � \ Z � HARDCOVER CALCULATIONS (AS PER CITY OF SOT _ 4 \ / Z� ' ORONO ZONING CODE) p11ERS 1JEREMY & ROBIN BUPP NOTE AS TO THE FLAGSTONE WALKWAY &STEPS: DUE TO IRREGULARITIES IN THE FLAGSTONE WALK AN ACCURATE HARDCOVER CAN NOT BE THE DETERMINED. FFLAGSTONEWALK ED TO BE ±666 SQ. S SURVEYOR SFT. HOWEVER, / IT IS NOT FEASIBLE TO MEASURE EVERY STONE. IT IS THEREFOR PRESUMED THAT THE ACTUAL AREA IS APPROXIMATELY 60% OF THE MEASURED VALUE DUE TO GAPS AND IRREGULAR EDGES. ii I � � n �1r0 ry c3 \ �, 192 -\ro GF P06� \ �ry i NOTE: SEVERAL SURVEY MONUMENTS FOUND IN CARMANS BAY ADDITION I AND REGISTERED LAND SURVEY NOS. 467 & 1451 WERE UTILIZED TO ESTABLISH THE NORTHWESTERLY LINE OF LOT 3 � I i i ". 53- 952.4 FH IL V TRI?] SITE BENCHMARK: TOP NUT ELEV.= 954.14 (NGVD 29) `o d J t o0 2690 CAROLINE AVENUE (CARMEN BAY OF LAKE MINNETONKA) I FOUND 1/2" ORONO, MINNESOTA `) d IRON PIPE (RLS 202 _ PREPARED FOR: ZIV LIBERMAN 2690 CAROLINE AVENUE ORONO, MINNESOTA 55391 952-471-2558 MOLLY ZWETTLER KYLE HUNT & PARTNERS, INC. 18324 MINNETONKA BOULEVARD DEEPHAVEN, MINNESOTA 55391 PHONE: 952-476-4564 EXT. 22 FAX: 952-476-2134 ...KFM,o'' ; ` p�,.• '•..•�C� � CERTIFICATION ' I HEREBY CERTIFY THAT THIS SURVEY, PLAN, 4 PROFESSIONAL OR REPORT WAS PREPARED BY ME OR - - - ; LAND SURVEYOR i _ UNDER MY DIRECT SUPERVISION AND THAT _ I AM A DULY LICENSED PROFESSIONAL LAND SURVEYOR UNDER THE LAWS OF THE STA 18407 :��` OF MINNESOTA. b MARK D. KEMPER_ LS, DATED THIS G✓ DAY O407`" 2015 KEMPER & ASSOCIATES, INC. 2(oa,0 CQ ro li Y�-L � 2a13 - 41 �SSz. A5-13ui l+- survey