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7105 <br />/)78.5 9619 947.074 <br />FIND CIM CIM REF MON x 945.7 x 945.4 <br />x 352.3r X 945.7 <br />x984.7 EAST I1 .20. 946.39 ';946.0 <br />7045 <br />980.522 \ <br />FIND IP I° . <br />> 96x.` <br />CIO <br />s:.948.7 947.10 <br />976.7 <br />X 962.2 <br />x92.3.1 - \ <br />9445 4 <br />X � <br />985.1 945.8 <br />X 6 .' x9-5,6 <br />�9657 <br />S< 58. \ <br />:<975.6_ �/y x98 x945.a <br />r. ttt . <br />x'975.2 0�600� \943.70 <br />983.9 ,. 'ie x 9 5a 6 948.7 - tx 972 0 x963.5 S9 <br />o 1 ► L 1275 \ \ \ \ <br />-s <br />C7 8S ` <br />`: 945. <br />296+/- <br />x 94.5.6 <br />^45.6 <br />X 945.' <br />X 945.6 <br />X 945.1 <br />x 944.9 <br />x 945.5 <br />". <br />944.8 \ '• <br />X 944.8 <br />\ <br />' <br />944.8 'X'• <br />Long Lake <br />xs'h <br />�O 944.9 �' . Q 01 `of <br />944.8 x Ofl Of <br />-10 <br />x (1):-, __11� 1 \ 39 944.9 \ <br />O , 945.98 . <br />SIS C,OU0 946.16 <br />Ter,t� L 988.4 - O 9823x '. <br />- - - c 'y, ''- 974. a� <br />D ,� �, .9$2.9 ! 61.6 x 947.2 0 <br />38 <br />d X 9g2. ` *L11\ - - 946 x <br />yy ri '� �., - - OO' r 945 8 <br />x987.8 EO 7e x969.4 \ \ BIO �N'•. <br />946.03 <br />Tract 1' x:3475 <67 <br />B?94684 <br />\ <br />\\ \ <br />986 \ i <br />(.. `9�A 9810 �...� OS #Z ` SIP <br />X 944.9 <br />66 r, 947.1 BII 944.81 <br />X 968 3 � . 946.30 945.42 811 i <br />975.899so.z <br />3� / <br />X =i.5 2`0•�-,--�e6.4 i �.z - _ .43.0- t � - -0 .� <br />24.0 x 945.5 <br />OS #1{988:'5} <br />q66.7`` -o z 1 <br />' 988#5 I 9EI.Sx � I � ? "^"``., �1 CS 945.71 <br />M i 11 11.5 \s>8a, \� �. 947.25 SS62 \ `.�a 944.9 . <br />X <br />O �r0945.5 ,340 Se98�4 31% 99e > B12 r x 965.9 /�x 947. 13.0 0 O d 19 F <br />f ` . <br />encu <br />i J ,1,90 <br />A 14.0 x� i ! x_48 <br />- - - z 955.5 .,`_ -. � "'`•„•„ q C4 <br />Q ... �. C3 B3 <br />O,b O ' \... x ! X72.3 - �. 946.99 x \ I O <br />er OS .X O_.I O i _ 946.38 946.88 a ' <br />23.5 011-/1 )01 <br />0100 i 975.3 ;\ _� ` \ \ <br />ry 00 3885 �. 98C� r_ _. e( // ,�_... -� T�'�\_. - \.. •.� �::7�#5.\`� x946. i 944.9 <br />X (988.1) X o7.0 �o°a�q4 .Deck -' -I d'n 973.6 \ BI3 I <br />�` i`� ., 946.38 A4 <br />\x988.2 �/O Z` 4.5 _� g . �t�0,4 .,,y � \ ` � `y �� �. 45.64 <br />9 7.7,.. O X'�h m - x 973.3 - '�.. �\ �,\ \ \ <br />i co 8.7 O Existing Contour Used i \. os A5 I <br />x991G, \ 'i,. - 987.5 6'1 - FOr C-�?Igilt GOICUiZ7978 <br />- - _. ���`�.,x946.994 6+',,�! �.\ \, x 948.5991.7 StoOp � J � .` 9910.007 e / / � � 18.5 OS #3 -'- �x952.4��91.04 20.0 892 -__.., 9.3 0 - _ . - 984.61 _ - �'- \ \ x B2 A2 A6 <br />FND IP I' - � - - - - -/- 85.6--� I BuildingSetbck "`\ ti \ \ \ 1946.12 B14 946.76 946.06 944.9) i <br />6' 7.7 98, 1`� 1 946.32 <br />988.9 / --- - --x,20.0 - - - - ... x~>.�.4...=.�. _ - _ - <br />991.� 9 _ ` x / - -- - 9.. 3' 985.7 -_980'.... _ 98'v.7 "9;3./ \ -\ o.yl ,`\ `.� \� - - -- 947.30 <br />soz O 12 2 �. \ i <br />982 -- \ �.. ti �.5 946.00 I <br />9 <br />_C7 982 <br />C: --984 x983.0 \. \. Al i <br />/ 9 O 8$ <br />Ex. Shed. \x 946.11 1 <br />sso �O I� I' 'Removed 986 x9'L6 \1 \ sem'. _. !9- `5S+� \ 7106 <br />... �? O O ` -1 �,� C) \` 946.900 x946.57 I- . <br />i <br />- \ O I - I� <br />g90g 990 0' ��. 989.8 ` 988.3 Proposed Silt Fence x982o 946.1 ! <br />_T gg\. ca. ( 989.6 --f "------------------- 983.3 8+/- <br />x _ x <br />7101 - - x 985.4 2 <br />1 7102 <br />1 992.960 989.312 �� S89°08'00"W 395.39 x94Q7 l <br />FIND IP L. 9ND21P I" 990 FIND IP I° a8 V'Icod_Ret.. WO(I 9a56 <br />ego $9 <br />9820 974.9 SEPTIC CLEAN OUT <br />9�g <br />I <br />Brown Road North as 90 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />7104 7103 <br />988.267 988.869 <br />_ <br />FIND IP I" FIND IP I" <br />\11, <br />SURVEY LEGEND <br />Proposed Elevations <br />Proposed Garage Floor Elevation <br />CAST IRON MONUMENT <br />E <br />A/C UNIT <br />` BITUMINOUS <br />® <br />CATCH BASIN <br />[Cl <br />CABLE TV PEDESTAL <br />rTV- CABLE TV <br />Q <br />FLARED END SECTION <br />FEE <br />ELECTRIC TRANSFORMER <br />CONCRETE CURB <br />N <br />GATE VALVE <br />' <br />ELECTRIC MANHOLE <br />CONCRETE <br />< <br />GUY WIRE <br />J <br />ELECTRIC METER <br />CONTOUR EXISTING <br />'0� <br />HYDRANT <br />© <br />GAS METER <br />- __- CONTOUR PROPOSED <br />O <br />IRON PIPE SET <br />© <br />GAS VALVE <br />- DT - DRAIN TILE <br />• <br />IRON PIPE FOUND <br />----- -- <br />GUARD RAIL <br />- Ers ELECTRIC UNDERGROUND <br />(? <br />LIGHT POLE <br />D <br />HAND HOLE <br />-X-X- FENCE <br />`0_� <br />POWER POLE <br />se <br />SOIL BORING <br />FC - FIBER OPTIC UNDERGROUND <br />OO <br />SANITARY MANHOLE <br />TREE CONIFEROUS <br />GA=-- GAS UNDERGROUND <br />SANITARY CLEANOUT <br />TREE DECIDUOUS <br />o"D OVERHEAD UTILITY <br />a <br />SIGN <br />OT <br />TELEPHONE MANHOLE <br />1 RAILROAD TRACKS <br />,972.5 <br />GROUND ELEVATION <br />[11 <br />TELEPHONE PEDESTAL <br />> SANITARY SEWER <br />STORM DRAIN <br />o-- <br />TRAFFIC SIGNAL <br />>> STORM SEWER <br />sT <br />STORM MANHOLE <br />OU <br />UTILITY MANHOLE <br />TEL TELEPHONE UNDERGROUND <br />0, <br />YARD LIGHT <br />❑u <br />UTILITY PEDESTAL <br />JTL UTILITY UNDERGROUND <br />I WATERMAIN <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 />Min. Front Yard Setback = 30' <br />Min. Side Yard Setback = 30' <br />Min. Rear Yard Setback = 50' <br />Proposed Hardcover - (Tier 21- 30% 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 />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 />Offset Irons <br />(elevations are to the top of pipet <br />OS #1 = 988.85 OS #2 = 975.89 <br />OS #4 = 991.04 OS #3 = 984.61 <br />x 977.4 <br />1--*- 2/- <br />X <br />Fence ties are shown on the <br />M C.9 side of the boundary line that <br />m J u_ J <br />x� the fence is located on. <br />4+/- <br />i 962.0 <br />X 973.4 <br />NOTES: <br />I• <br />x 947.3 y� <br />y CI ` <br />946.23 BI 944.9 \ .• <br />946.33 \ <br />X 9-6.7 944.9 <br />�x 948.2 <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.) The wetland delineation was performed by Kjolhaug Environmental Services on <br />May 20th, 2015, and the delineation flags were located on May 28th,2015. <br />8.) Benchmark: MnDOT Geodetic Monument: 2713 AG = 997.593 Feet (NAVD88) <br />997.573 Feet (NAVD29) <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, fr m or on said land, as surveyed by me this 20th day of January, 2015. <br />gtii� C <br />David B. Pemberton, PLS Minnesota License No. 40344 <br />pemberton@sathre.com <br />FIELD CREW NO. <br />BY I DATE REVISIONS <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF <br />INFORMATION OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT <br />) <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.Minnesota <br />20 10 0 10 20 40 <br />SCALE IN FEET <br />� <br />`� tiRs� <br />`� ( <br />s� � <br />I R o <br />SATHRE-BERGQUIST, INC . <br />TWPA 18 - RGE.23 - SEC.34 <br />CERTIFICATE O F SURVEY <br />PREPARED FOR: <br />GONYEA HOMES <br />DH <br />02/11/15- Adjusted Proposed Elevations <br />J P <br />HENNEPIN o <br />.COUNTY <br />--1-- <br />DRAWN BY 2 <br />-BDH- <br />-_------ -------- <br />03/10/15_ Restaked House <br />A1202-227 <br />BDH 3 <br />_BDH_ <br />03/17/15_ Res#aked House <br />790 Brown Road N., <br />LakeDBP <br />g <br />CHECKED BY 4 <br />_BDH_ ____________ -' <br />BRV 06/01/15 Wetland Delineation <br />0 w <br />�11 <br />MFRS <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000Lon <br />eDATE <br />P�P� <br />------------------------------------------- <br />----- <br />--------------- -________________________________________ <br />----- <br />01 /07/15 <br />--------------------------------------------------------- <br />