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Brown Road North
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790 Brown Road North - 34-118-23-11-0003
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2015 Grading Plan
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Last modified
8/22/2023 4:53:29 PM
Creation date
12/6/2019 10:28:51 AM
Metadata
Fields
Template:
x Address Old
House Number
790
Street Name
Brown
Street Type
Road
Street Direction
North
Address
790 Brown Road North
Document Type
Survey
PIN
3411823110003
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F <br />_ -K ')52 3x' FNNIM CIM REF MON <br />FND IP I" 947.0 <br />x984.7 _ _ 980.52 - .EAST 113-..20 ��� <br />-- X <br />.X <br />Tennis Court <br />' FND IP I" <br />991.01 <br />2 <br />/ 6< <br />6 <br />1 <br />0 <br />1 gay <br />1 992.96 991.24 o FND IP I" FND IP I" 9 <br />1 <br />1 <br />i <br />Brown Road North <br />I <br />I <br />I <br />I <br />t <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />FND IP I" FND IP I" <br />981 8.27 988.87 <br />SURVEY LEGEND <br />a4F 0 <br />9°'O\ <br />_. <br />�n <br />* <br />CAST IRON MONUMENT <br />Al <br />A/C UNIT <br />- BITUMINOUS <br />® <br />CATCH BASIN <br />IT] <br />CABLE TV PEDESTAL <br />CTv CABLE TV <br />Q <br />FLARED END SECTION <br />M <br />ELECTRIC TRANSFORMER <br />CONCRETE CURB <br />N <br />GATE VALVE <br />OO <br />ELECTRIC MANHOLE <br />CONCRETE <br />< <br />GUY WIRE <br />OO <br />ELECTRIC METER <br />CONTOUR EXISTING <br />`C� <br />HYDRANT <br />O <br />GAS METER <br />�s°� �" CONTOUR PROPOSED <br />O <br />IRON PIPE SET <br />© <br />GAS VALVE <br />DT DRAIN TILE <br />• <br />IRON PIPE FOUND <br />\2O <br />GUARD RAIL <br />Esc ELECTRIC UNDERGROUND <br />LIGHT POLE <br />[H-1 <br />HAND HOLE <br />-X-X- FENCE <br />ISE] <br />SOIL BORING <br />FU FIBER OPTIC UNDERGROUND <br />7)� <br />POWER POLE <br />SANITARY MANHOLE <br />TREE CONIFEROUS <br />GAS GAS UNDERGROUND <br />SANITARY CLEANOUT <br />TREE DECIDUOUS <br />oHu OVERHEAD UTILITY <br />SIGN <br />(D <br />TELEPHONE MANHOLE <br />' ' ' ' ' ' ' RAILROAD TRACKS <br />.972.5 <br />GROUND ELEVATION[T] <br />TELEPHONE PEDESTAL <br />> SANITARY SEWER <br />\ x 55.3 -` <br />STORM DRAIN <br />TRAFFIC SIGNAL <br />>> STORM SEWER <br />sT <br />STORM MANHOLE <br />O <br />UTILITY MANHOLE <br />TEL TELEPHONE UNDERGROUND <br />�5 <br />YARD LIGHT <br />❑u <br />UTILITY PEDESTAL <br />UTE UTILITY UNDERGROUND <br />WATERMAIN <br />FIELD CREW NO. BY DATE REVISIONS <br />1 BDH 02/11/15 Adjusted Proposed Elevations <br />DRAWN BY <br />BDH <br />CHECKED BY <br />DBP <br />DATE <br />01/07/15 <br />Proposed Elevations <br />Proposed Garage Floor Elevation <br />= 989.4 <br />Proposed Top of Foundation Elevation <br />= 989.7 <br />Proposed Main Floor Elevation <br />= 990.7 <br />Proposed Basement Floor Elevation <br />= 981.0 <br />Setbacks <br />945.8., <br />Min. Front Yard Setback = 30' <br />Min. Side Yard Setback = 30' <br />Min. Rear Yard Setback = 50' <br />N <br />Pr000sed Hardcover - (Tier 2)- 30% <br />Max. <br />Lot Area = 90,934 +/- Sq.Ft. <br />House Area = 2,220 Sq.Ft. <br />Stoop Area = 99 Sq.Ft. <br />Deck Area = 176 Sq.Ft. <br />Concrete Area = 1,212 Sq.Ft. <br />Total Impervious Surface = 3,707 Sq.Ft. <br />Coverage = 4.1% <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF <br />INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT <br />SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT <br />SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY <br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. <br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE <br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING <br />FROM ILLEGITIMATE USE. <br />x945.7 x 945-4 <br />X 945.7 <br />45.4 <br />945.8., <br />N <br />X 945.8 <br />46.0 <br />�. <br />x x <br />�6 x 948.7 x 946.2 <br />\2O <br />x 947.2 <br />\ x 55.3 -` <br />Trd-c,t Y, <br />*i, x:9425 <br />< J66.7 d <br />Z <br />975.3 <br />- x 973.3 <br />\ <br />a 979 <br />`'---978 I Building <br />Setbck <br />.981�^.7I ,.. <br />X 933 0 <br />a -J x,9820 <br />X 985.4 <br />S E <br />Wood Ret. Wall 6 <br />g8g\ q$$5 <br />x.982.0 <br />v <br />Basement <br />Perimeter at or Below 984.7 foot Contour = 91.6 <br />Total Perimeter = 183.0 <br />Coverage = 50.1 % <br />Contour used for Building Height <br />Foundation Above 984.7 Contour <br />Foundation at or below 984.7 Contour <br />Unexcavated Area <br />20 10 0 10 20 40 <br />SCALE IN FEET <br />X 945.5 <br />296+/- <br />974.90 SEPTIC CLEAN OUT <br />k',"7*r <br />1� 2/- <br />X <br />x 944.9 <br />944.8 i <br />ORONO torr <br />a� Long Lake <br />Oy , <br />9 <br />L°,. GAJ <br />14� <br />\ N� <br />\ ' •. ' / <br />944.91 <br />X 946.7 I <br />FADDofTY OF ORONO, <br />n <br />PLAN t^_GRADIPiG PIAN <br />VED- �ti_ <br />\ X <br />f 948.2 <br />APPROVED WITRREVISIONS <br />0 DISAPPROVED r l <br />x 9 .6 <br />DATE <br />t�0 X <br />Fence ties are shown on the <br />o = I = side of the boundary line that <br />m J `L x J the fence is located on. <br />�- <br />4t/ <br />- <br />X <br />NOTES: <br />1.) Existing utilities shown are shown in an approximate way only. The contractor <br />shall determine the exact location of any and all existing utilities before commencing <br />work. He agrees to be fully responsible for any and all damages arising out of his <br />failure to exactly locate and preserve any and all existing utilities. <br />2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage. <br />3.) All offset irons are measured to hundredths of a foot and can be used as <br />benchmarks. <br />4.) The proposed driveway shown is conceptual only and does not purport to show <br />exactly how the driveway shall be built. <br />5.) A title opinion was not furnished to the surveyor. <br />6.) Proposed grades shown adjacent to building foundation refers to top of black dirt. <br />7.) Benchmark: MnDOT Geodetic Monument: 2713 AG = 997.593 Feet (NAVD88) <br />997.573 Feet (NAVD29) <br />TWP.118 - RGE.23 - SEC.34 <br />���tiRs ( svR�F HENNEPIN COUNTY <br />1 SATHRE-BERGQUIST, INC. <br />I, <br />790 Brown Road N., <br />h 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000co <br />Long Lake, <br />0+--&S P� P��� Minnesota <br />City Of Orono <br />Planning & Zoning Plan Review <br />Site Plan Review Date: 2- 2-5 -1 ¢ <br />PPROVED NeW ROW-' <br />EI APPROVED WITH REVISIONS (see notes) <br />O DENIED <br />Staff. <br />I hereby certify that this is a true and correct representation of a survey of the <br />boundaries of: <br />Registered Land Survey No. 1275, Tract F, according to the recorded plat thereof, <br />Hennepin County, Minnesota, <br />and the location of all buildings, if any, thereon, and all visible encroachments, if <br />any, from or on said land, as surveyed by me this 20th day of January, 2015. <br />ORONO C <br />David B. Pemberton, PLS Minnesota License No. 40344 <br />pemberton@sathre.com <br />FILE NO. <br />CERTIFICATE O F SURVEY 31202-227 <br />PREPARED FOR: '1 <br />GONYEA HOMES <br />1 <br />-I05MIt d ! V <br />2015 -OW -7-7 r, Z�Co i, bE <br />FEB 2 0 2015 <br />CITY OF ORONO <br />
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