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 />
|