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FINAL AS -BUILT SURVEY FOR: <br />VICKI SPLINTER <br />ZONING: <br />LR -1 B - One Family Lakeshore Residential - 1 Acre <br />Stormwater Quality Overlay District - Tier 1 <br />EXISTING LOT COVERAGE CALCULATION: <br />Lot Area Measured to OHW = 18,380 SF <br />COVERAGE: - <br />LEGEND <br />= 904 SF <br />Edge of Woods <br />Garage <br />Proposed Privacy Fence <br />Deck = <br />Fence <br />-..-..-GAS- "- "- <br />Underground Gas <br />= <br />Catch Basin <br />® <br />Catch Basin <br />O <br />Manhole <br />0 <br />Gas Meter <br />0 <br />Power Pole <br />Well <br />Boulder Retaining Wall <br />- ==- - <br />Timber Retaining Wall <br />X900.0 <br />Existing Elevation <br />X(900.0) <br />Proposed Elevation <br />X900.0 <br />As -Built Elevation <br />x900.OTC <br />Top of Curb Elevation <br />x900.OTW <br />Top of Wall Elevation <br />x900.OBW <br />Bottom of Wall Elevation <br />___900___ <br />Existing Contour <br />x-900— <br />As—Built Contour <br />• <br />Found Iron Monument__ _ <br />O <br />Set Iron Monument <br />Inscribed R.L.S 15230 <br />ZONING: <br />LR -1 B - One Family Lakeshore Residential - 1 Acre <br />Stormwater Quality Overlay District - Tier 1 <br />EXISTING LOT COVERAGE CALCULATION: <br />Lot Area Measured to OHW = 18,380 SF <br />COVERAGE: - <br />House <br />= 904 SF <br />Detached Garage = 585 SF <br />Garage <br />Apron = 46 SF <br />Deck = <br />874 SF <br />Total = <br />2,409 SF <br />= <br />13.1% <br />PROPOSED LOT COVERAGE CALCULATION: <br />Lot Area Measured to OHW = 18,380 SF <br />COVERAGE: <br />® Garage w/ 2nd Floor Apartment = 1,509 SF <br />® Driveway = 1,276 SF <br />© Pool Terrace w/ Steps = 1,216 SF <br />Infinite Edge Pool = 526 SF <br />Total = 4,541 SF <br />= 24.7% <br />AS -BUILT LOT COVERAGE CALCULATION: <br />929 R <br />Lot Area Measured to OHW = 18,380 SF <br />COVERAGE: <br />QA Garage w/ 2nd Floor Apartment = 1,509 SF <br />® Driveway = 1,298 SF <br />© Pool Terrace w/ Steps = 1,142 SF <br />Infinite Edge Pool = 540 SF <br />Total = 4,489 SF <br />= 24.4% <br />PROPERTY DESCRIPTION: <br />Lots 1, except that part thereof bounded by a line beginning at <br />the most Southerly corner of said Lot; thence North on the <br />Easterly line of said Lot, 21 feet; thence Southwesterly in a <br />straight line to a point on the Southwesterly line of said Lot <br />distant 20 feet Northwesterly measured along said line from the <br />most Southerly corner of said Lot; thence Southeasterly along <br />said Southwesterly line 20 feet to the point of beginning; <br />All of Lot 2; and <br />All that part of Lot 3, lying Easterly of a straight line drawn <br />across said Lot, which line begins at a point in the Northerly <br />line of said Lot, 3 feet Westerly measured along said Northerly <br />line from the Northeasterly corner of said Lot, and runs in a <br />straight line 235.3 feet to a point distant 21.8 feet <br />Northwesterly from and at right angles to the Easterly line of <br />said Lot 3 and thence continues in the same direction to the <br />Southerly line of said Lot. <br />"Highwood Lake Minnetonka", Hennepin County, Minnesota. <br />I1411rM <br />-All existing building dimensions are measured to the finished <br />siding and not the building foundation, <br />-No search was made for any easements. <br />-The location of all utilities shown are from either observed <br />evidence in the field and/or from plans furnished by the utility <br />companies and are approximate. Utility companies should be <br />notified for exact location before doing any excavation. <br />N0 20 40 80 <br />R <br />M T \ <br />H <br />S \\ SCALE IN FEET <br />Y <br />\ , ITUMINOUS CURB <br />516 9 <br />�s� 0 <br />NORTHERLY LINE OF LOT <br />ORTHEASTERLY <br />CORNER OF LOT 2 <br />I 1 \ \ <br />-33 <br />max <br />I I <br />13p <br />� I 1 <br />/ I I <br />/ I <br />/oxo I STORM C.B. <br />TOP=951.7 <br />� / I <br />x <br />/^ I <br />/ I <br />x j <br />954 X / <br />#4009 NORTH SHORE DR. <br />% <br />x <br />FIRST FLOOR=961.0 - _*O <br />TOP OF FND.=960.8 <br />GARAGE FLOOR=960.4 O <br />/^ 952 <br />j 7 jq :7x X Imo/ <br />x � 950 x <br />1 <br />D10 / 948 T <br />y <br />/ <br />/ <br />/ <br />X946 <br />xSZ/-s\ <br />f ai <br />/ m7��, <br />\\ <br />x 4. \ <br />x <br />/25/ 16.29 <br />x <br />g44- X <br />`q/ <br />231 <br />5� GA GE <br />90 �g X= PROPOSED GARAGE W/`,oo ' \ <br />C24"oaK� ^�� x 2ND FLOOR APARTMENT'"' <br />/GARAGE FLOOR= 944:0 0) <br />PORCH FLOOR=(994 o <br />iT7 C <br />/ o o x -- Oo O I <br />(� x .or, f2.50 A_ x <br />oo ' ,�... <br />�2 ------ <br />g / � I <br />a zJ <br />L�4.0 / I � � m v �/ <br />>r <br />V.LLLL - �� --E92 1 <br />I it T A I C O LLL LL LLL LLLL LLL _ PORCH 2.5 <br />/ 'I' LLLL L LLLLLLL_ / <br />L_ U I / �t k LL LLLLLLLLLLL _ / r 1 \ <br />/ ',•, i LLLLLLLLLLLL_ / .{ Wrn <br />9`36 A'� J• 3� �7 LLLLIL..LLLL t � ��/ �r 1 � I O \\ <br />CIVLLLL !� , 5.4 _ �116.29 ;�i <br />t xLLLLL ; I D4 \ <br />LLLLLL _LLLLLLLjCLLLL <br />/ X L LLLLLLLIL I I ..[[LLI I I L <br />X r LLLLLLLLLLL LL LL Z� <br />-LLLLLLLLLL LLLL x I� <br />LLLL LL LLL PAVEATIO <br />L, � LLL C L LLi_� _F6LLLLL \ U) <br />i LLL LLLLLLLLL'-LLLLLLLLL I �a <br />"t II _LLLLLLLLLLLLLLLLLLLLL \ <br />I / x _LL <br />LLLLLLLLLLLLL LLLL_± LLLLLLL ` <br />LLLLLLL \ <br />/ LLLLLLLLLLLLLLLLL <br />/ X LLLLLL LLLLLL <br />LLLLLL LLLLLLLL <br />LLLL LLLLLL L,¢TORM C.B. <br />14.5'x36.5' `,LLLL LLLLLLLL ` TOP=943.0 <br />\ INFINITE EDGE POOL ` LLLLLLL I <br />\ x O O \ ® LLLLLLL :; <br />j <br />/ f I <br />X �} % R BISUMINOI,S <br />� 75' SETBACK LINE l ! I DRIVEWAY <br />FROM 0 i <br />x �6 <br />90, <br />\\\/2,4 <br />_7/ x \§;NCM9 K <br />x� / SAN M.H_ x� \ <br />TOP RIM -3.63 \ \ <br />INY.=927.93 \ <br />, <br />0 x `, x \\ <br />, <br />SURVEY LINE o Q EDGE OF BITUMINOUS ROADWAY <br />x= \ x \ \ \ <br />\onx � LARD RAIL <br />-942 <br />x= ly vv A <br />x `V A <br />X J \\ \\ <br />x v ��x <br />LINE OF LOT,, o <br />"Y <br />\ , 60" <br />c.wooD <br />� \ x <br />�� +4 <br />_ <br />7 '9%j0 <br />Ss> \\, <br />ti \ <br />\ <br />\ <br />\ <br />\ <br />U <br />Z <br />�06 <br />ZCq <br />rM In 00 <br />N <br />} Lf) <br />O N <br />�0z <br />{� Z OD OD <br />0 W 055 <br />IA t!) <br />Zaza�rn <br />d�g�ZII0 iriMLL <br />Um <br />0 <br />0° <br />ao <br />In <br />W <br />=1 o <br />� <br />t o� <br />W E2 iE� <br />A 4 !M z <br />Qz0C U=Cd <br />. <br />WLo 0 Z� <br />W <br />v) 10 o Mtn o <br />U) <br />Y <br />4 <br />W <br />M <br />X ` O <br />` I <br />5 <br />- W rl <br />O I <br />Eiiv�P T itJ'i v O N �D <br />Z W r I� <br />\\ \ <br />DINT OF BEGINNINGLL <br />V 0: W <br />\ 9 SOUTHERLY CORNER OF LOT 1 U) 0 <br />3 <br />js RECEIVED <br />pQ <br />AUG 13 2010 � a o <br />°z � Y � <br />CI` Y OF ORON 7 <br />0 0 uzi <br />4005 N 00 Sho r_ hf, <br />2c) 1-7 - 000 u 0 (_V�—aAj [I 3u t V U1 <br />