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HomeMy WebLinkAbout2015 Certificate of Survey7105 /)78.5 9619 947.074 FIND CIM CIM REF MON x 945.7 x 945.4 x 352.3r X 945.7 x984.7 EAST I1 .20. 946.39 ';946.0 7045 980.522 \ FIND IP I° . > 96x.` CIO s:.948.7 947.10 976.7 X 962.2 x92.3.1 - \ 9445 4 X � 985.1 945.8 X 6 .' x9-5,6 �9657 S< 58. \ :<975.6_ �/y x98 x945.a r. ttt . x'975.2 0�600� \943.70 983.9 ,. 'ie x 9 5a 6 948.7 - tx 972 0 x963.5 S9 o 1 ► L 1275 \ \ \ \ -s C7 8S ` `: 945. 296+/- x 94.5.6 ^45.6 X 945.' X 945.6 X 945.1 x 944.9 x 945.5 ". 944.8 \ '• X 944.8 \ ' 944.8 'X'• Long Lake xs'h �O 944.9 �' . Q 01 `of 944.8 x Ofl Of -10 x (1):-, __11� 1 \ 39 944.9 \ O , 945.98 . SIS C,OU0 946.16 Ter,t� L 988.4 - O 9823x '. - - - c 'y, ''- 974. a� D ,� �, .9$2.9 ! 61.6 x 947.2 0 38 d X 9g2. ` *L11\ - - 946 x yy ri '� �., - - OO' r 945 8 x987.8 EO 7e x969.4 \ \ BIO �N'•. 946.03 Tract 1' x:3475 <67 B?94684 \ \\ \ 986 \ i (.. `9�A 9810 �...� OS #Z ` SIP X 944.9 66 r, 947.1 BII 944.81 X 968 3 � . 946.30 945.42 811 i 975.899so.z 3� / X =i.5 2`0•�-,--�e6.4 i �.z - _ .43.0- t � - -0 .� 24.0 x 945.5 OS #1{988:'5} q66.7`` -o z 1 ' 988#5 I 9EI.Sx � I � ? "^"``., �1 CS 945.71 M i 11 11.5 \s>8a, \� �. 947.25 SS62 \ `.�a 944.9 . X O �r0945.5 ,340 Se98�4 31% 99e > B12 r x 965.9 /�x 947. 13.0 0 O d 19 F f ` . encu i J ,1,90 A 14.0 x� i ! x_48 - - - z 955.5 .,`_ -. � "'`•„•„ q C4 Q ... �. C3 B3 O,b O ' \... x ! X72.3 - �. 946.99 x \ I O er OS .X O_.I O i _ 946.38 946.88 a ' 23.5 011-/1 )01 0100 i 975.3 ;\ _� ` \ \ ry 00 3885 �. 98C� r_ _. e( // ,�_... -� T�'�\_. - \.. •.� �::7�#5.\`� x946. i 944.9 X (988.1) X o7.0 �o°a�q4 .Deck -' -I d'n 973.6 \ BI3 I �` i`� ., 946.38 A4 \x988.2 �/O Z` 4.5 _� g . �t�0,4 .,,y � \ ` � `y �� �. 45.64 9 7.7,.. O X'�h m - x 973.3 - '�.. �\ �,\ \ \ i co 8.7 O Existing Contour Used i \. os A5 I x991G, \ 'i,. - 987.5 6'1 - FOr C-�?Igilt GOICUiZ7978 - - _. ���`�.,x946.994 6+',,�! �.\ \, x 948.5991.7 StoOp � J � .` 9910.007 e / / � � 18.5 OS #3 -'- �x952.4��91.04 20.0 892 -__.., 9.3 0 - _ . - 984.61 _ - �'- \ \ x B2 A2 A6 FND IP I' - � - - - - -/- 85.6--� I BuildingSetbck "`\ ti \ \ \ 1946.12 B14 946.76 946.06 944.9) i 6' 7.7 98, 1`� 1 946.32 988.9 / --- - --x,20.0 - - - - ... x~>.�.4...=.�. _ - _ - 991.� 9 _ ` x / - -- - 9.. 3' 985.7 -_980'.... _ 98'v.7 "9;3./ \ -\ o.yl ,`\ `.� \� - - -- 947.30 soz O 12 2 �. \ i 982 -- \ �.. ti �.5 946.00 I 9 _C7 982 C: --984 x983.0 \. \. Al i / 9 O 8$ Ex. Shed. \x 946.11 1 sso �O I� I' 'Removed 986 x9'L6 \1 \ sem'. _. !9- `5S+� \ 7106 ... �? O O ` -1 �,� C) \` 946.900 x946.57 I- . i - \ O I - I� g90g 990 0' ��. 989.8 ` 988.3 Proposed Silt Fence x982o 946.1 ! _T gg\. ca. ( 989.6 --f "------------------- 983.3 8+/- x _ x 7101 - - x 985.4 2 1 7102 1 992.960 989.312 �� S89°08'00"W 395.39 x94Q7 l FIND IP L. 9ND21P I" 990 FIND IP I° a8 V'Icod_Ret.. WO(I 9a56 ego $9 9820 974.9 SEPTIC CLEAN OUT 9�g I Brown Road North as 90 I I I I I I I I I I I I 7104 7103 988.267 988.869 _ FIND IP I" FIND IP I" \11, SURVEY LEGEND Proposed Elevations Proposed Garage Floor Elevation CAST IRON MONUMENT E A/C UNIT ` BITUMINOUS ® CATCH BASIN [Cl CABLE TV PEDESTAL rTV- CABLE TV Q FLARED END SECTION FEE ELECTRIC TRANSFORMER CONCRETE CURB N GATE VALVE ' ELECTRIC MANHOLE CONCRETE < GUY WIRE J ELECTRIC METER CONTOUR EXISTING '0� HYDRANT © GAS METER - __- CONTOUR PROPOSED O IRON PIPE SET © GAS VALVE - DT - DRAIN TILE • IRON PIPE FOUND ----- -- GUARD RAIL - Ers ELECTRIC UNDERGROUND (? LIGHT POLE D HAND HOLE -X-X- FENCE `0_� POWER POLE se SOIL BORING FC - FIBER OPTIC UNDERGROUND OO SANITARY MANHOLE TREE CONIFEROUS GA=-- GAS UNDERGROUND SANITARY CLEANOUT TREE DECIDUOUS o"D OVERHEAD UTILITY a SIGN OT TELEPHONE MANHOLE 1 RAILROAD TRACKS ,972.5 GROUND ELEVATION [11 TELEPHONE PEDESTAL > SANITARY SEWER STORM DRAIN o-- TRAFFIC SIGNAL >> STORM SEWER sT STORM MANHOLE OU UTILITY MANHOLE TEL TELEPHONE UNDERGROUND 0, YARD LIGHT ❑u UTILITY PEDESTAL JTL UTILITY UNDERGROUND I WATERMAIN Proposed Elevations Proposed Garage Floor Elevation = 989.4 Proposed Top of Foundation Elevation = 989.7 Proposed Main Floor Elevation = 990.7 Proposed Basement Floor Elevation = 981.0 Setbacks Min. Front Yard Setback = 30' Min. Side Yard Setback = 30' Min. Rear Yard Setback = 50' Proposed Hardcover - (Tier 21- 30% Max. Lot Area = 90,934 +/- Sq.Ft. House Area = 2,220 Sq.Ft. Stoop Area = 99 Sq.Ft. Deck Area = 176 Sq.Ft. Concrete Area = 1,212 Sq.Ft. Total Impervious Surface = 3,707 Sq.Ft. Coverage = 4.1 % v Basement Perimeter at or Below 984.7 foot Contour = 91.6 Total Perimeter = 183.0 Coverage = 50.1 % Contour used for Building Height Foundation Above 984.7 Contour Foundation at or below 984.7 Contour Unexcavated Area Offset Irons (elevations are to the top of pipet OS #1 = 988.85 OS #2 = 975.89 OS #4 = 991.04 OS #3 = 984.61 x 977.4 1--*- 2/- X Fence ties are shown on the M C.9 side of the boundary line that m J u_ J x� the fence is located on. 4+/- i 962.0 X 973.4 NOTES: I• x 947.3 y� y CI ` 946.23 BI 944.9 \ .• 946.33 \ X 9-6.7 944.9 �x 948.2 1.) Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. 2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage. 3.) All offset irons are measured to hundredths of a foot and can be used as benchmarks. 4.) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 5.) A title opinion was not furnished to the surveyor. 6.) Proposed grades shown adjacent to building foundation refers to top of black dirt. 7.) The wetland delineation was performed by Kjolhaug Environmental Services on May 20th, 2015, and the delineation flags were located on May 28th,2015. 8.) Benchmark: MnDOT Geodetic Monument: 2713 AG = 997.593 Feet (NAVD88) 997.573 Feet (NAVD29) I hereby certify that this is a true and correct representation of a survey of the boundaries of: Registered Land Survey No. 1275, Tract F, according to the recorded plat thereof, Hennepin County, Minnesota, and the location of all buildings, if any, thereon, and all visible encroachments, if any, fr m or on said land, as surveyed by me this 20th day of January, 2015. gtii� C David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com FIELD CREW NO. BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT ) SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE.Minnesota 20 10 0 10 20 40 SCALE IN FEET � `� tiRs� `� ( s� � I R o SATHRE-BERGQUIST, INC . TWPA 18 - RGE.23 - SEC.34 CERTIFICATE O F SURVEY PREPARED FOR: GONYEA HOMES DH 02/11/15- Adjusted Proposed Elevations J P HENNEPIN o .COUNTY --1-- DRAWN BY 2 -BDH- -_------ -------- 03/10/15_ Restaked House A1202-227 BDH 3 _BDH_ 03/17/15_ Res#aked House 790 Brown Road N., LakeDBP g CHECKED BY 4 _BDH_ ____________ -' BRV 06/01/15 Wetland Delineation 0 w �11 MFRS 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000Lon eDATE P�P� ------------------------------------------- ----- --------------- -________________________________________ ----- 01 /07/15 ---------------------------------------------------------