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I <br />100 <br />Yeor Flood <br />I <br />/'­Elevotion <br />l <br />AREA <br />denotes <br />House <br />1,641 <br />S.F. <br />Garage <br />588 <br />S. F. <br />Bituminous Driveway <br />917 <br />S. F. <br />1ON,00 <br />567 <br />�^ <br />Wood Steps <br />85 <br />S. F. <br />Concrete Patio <br />696 <br />S. F. <br />TOTAL <br />4494 <br />denotes <br />90 HARDCOVER <br />38.1 <br />9 <br />Air Conditioner Unit <br />67 <br />Present r <br />�" ��Q� <br />c' v) <br />q ,c <br />1 ""BIRC <br />Shoreline- <br />Power Pole <br />8 'fLE <br />denotes <br />Water Valve <br />O. H. WL. -111 vi <br />denotes <br />Water Shutoff Volve <br />Qs <br />denotes <br />\ \ J <br />Proposed Survey on Lot 140, SPRING <br />PARK, Hennepin County, Minnesota <br />Revised., <br />4-4-18 - Hordcover Colculofions - SO -S. <br />5-1-18 - Revise per City Review - T J.B. <br />�Q g.. <br />-7 .., <br />,,-Wood oo <br />Concrete <br />cid <br />Z', 8 'A SI <br />I hereby certify that this survey, plan, or <br />report was prepared by me or under my <br />direct supervision and that l am a duly <br />Licensed Land Surveyor under the laws <br />of the /Sjtate of Minnesota. <br />;zth <br />Paul E. Otto <br />License #40062 Date: 5-1-18 <br />N <br />Patt <br />Date: Drawn By. Scale: Checked By. - <br />9 -18-17 S.O.S. 1 "=20' P.E.O. <br />DIRECTION OF I <br />RUNOFF FLOW o <br />F <br />z — <br />�Nw 6"� <br />Nam MIN <br />- W <br />5' MIN. LENGTH POST <br />AT 4' MAX. SPACING <br />GEOTEXTILE FABRIC <br />STRAW OR WOOD FIBER 6"- 7" <br />DIA, SIOROLL ENCLOSED IN <br />PLASTIC OR POLYESTER NETTING <br />FABRIC ANCHORAGE TRENCH. <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />REDUNDANT SILT FENCE DETAIL <br />SFB SnB-DENOTES SILT FENCE W/ BIOROLL <br />EXISTING HARDCOVER CALCULATIONS. <br />Lot 140 AREA TO OHWL = <br />11,807E <br />S.F, <br />' / <br />/ ch c <br />l <br />N <br />Patt <br />Date: Drawn By. Scale: Checked By. - <br />9 -18-17 S.O.S. 1 "=20' P.E.O. <br />DIRECTION OF I <br />RUNOFF FLOW o <br />F <br />z — <br />�Nw 6"� <br />Nam MIN <br />- W <br />5' MIN. LENGTH POST <br />AT 4' MAX. SPACING <br />GEOTEXTILE FABRIC <br />STRAW OR WOOD FIBER 6"- 7" <br />DIA, SIOROLL ENCLOSED IN <br />PLASTIC OR POLYESTER NETTING <br />FABRIC ANCHORAGE TRENCH. <br />BACKFILL WITH TAMPED <br />NATURAL SOIL <br />REDUNDANT SILT FENCE DETAIL <br />SFB SnB-DENOTES SILT FENCE W/ BIOROLL <br />EXISTING HARDCOVER CALCULATIONS. <br />Lot 140 AREA TO OHWL = <br />11,807E <br />S.F, <br />denotes <br />Proposed Contour <br />AREA <br />denotes <br />House <br />1,641 <br />S.F. <br />Garage <br />588 <br />S. F. <br />Bituminous Driveway <br />917 <br />S. F. <br />Concrete Walkway <br />567 <br />S. F. <br />Wood Steps <br />85 <br />S. F. <br />Concrete Patio <br />696 <br />S. F. <br />TOTAL <br />4494 <br />denotes <br />90 HARDCOVER <br />38.1 <br />9 <br />TTO <br />SSOCIATES <br />0LU 4U <br />Feet <br />Proposed Devotions: <br />Top of Poured Wall = 951.92 <br />Garage Floor = 951,83 <br />Basement Floor = 942.0 <br />PROPOSED HARDCOVER CALCULA TIONS: <br />LEGEND <br />11,807ES.F, <br />1010 <br />denotes <br />Proposed Contour <br />10t7.5 X <br />denotes <br />Proposed Spot Elevation <br />—w— <br />denotes <br />Proposed Drainage <br />8 -- <br />denotes <br />Existing Contour <br />948,00 <br />denotes <br />Existing Spot Elevation <br />FF=949.9.9 <br />denotes <br />Finished Floor Elevation <br />TF=95t.92 <br />denotes <br />Top of Foundation Elevation <br />© <br />denotes <br />Gas Meter <br />(D <br />denotes <br />Electrical Meter <br />AC <br />denotes <br />Air Conditioner Unit <br />67 <br />denotes <br />Telephone Pedestal <br />2889 <br />denotes <br />Power Pole <br />24.5 <br />denotes <br />Water Valve <br />denotes <br />Water Shutoff Volve <br />Qs <br />denotes <br />Sanitary Manhole <br />€+?l <br />denotes <br />Catch Basin <br />denotes <br />Deciduous Tree <br />denotes <br />Coniferous Tree <br />OHE <br />denotes <br />Overhead Electric Line <br />denotes <br />Fence Line <br />X <br />— — — <br />denotes <br />Building Setback Line <br />Fron t = 15' <br />Side = 7.5' <br />Lake <br />= 75' <br />Proposed Devotions: <br />Top of Poured Wall = 951.92 <br />Garage Floor = 951,83 <br />Basement Floor = 942.0 <br />PROPOSED HARDCOVER CALCULA TIONS: <br />Lot 140 AREA TO OHWL = <br />11,807ES.F, <br />AREA <br />Proposed House <br />1, 636 <br />S. F. <br />Proposed Flagstone Patio <br />79 <br />S. F. <br />Proposed Deck <br />90 <br />S. F. <br />Proposed Deck/Stairs <br />138 <br />S.F, <br />Proposed Asphalt Driveway <br />663 <br />S F. <br />Proposed Front Paver Walk <br />72 <br />S. F. <br />Proposed Stone Steps <br />30 <br />S. F. <br />Proposed Screened Porch <br />114 <br />S. F. <br />Proposed Fron t Porch <br />67 <br />S. F, <br />TO TAL <br />2889 <br />S. F. <br />9 HARDCOVER <br />24.5 <br />% <br />Property Description: <br />Lot 140, SPRING PARK, Hennepin County, <br />Minnesota, according to the recorded plat thereof. <br />• denotes iron monument found <br />www.ottoassociates.com O denotes 1/2 inch by 14 inch iron pipe <br />9 West Division Street set and marked by License #40062 <br />Buffalo, MN 55313 A denotes P.K. nail set <br />(763)682-4727 <br />Fax: (763)682-3522 <br />Engineers & Land Surveyors, Inc. <br />Project No. <br />17-0457 <br />U <br />