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Legend
<br />0
<br />X900.0
<br />--900-
<br />---900-
<br />Catchbasin
<br />Manhole
<br />Water Faucet
<br />Light
<br />Deciduous Tree
<br />Spruce Tree
<br />Concrete
<br />Existing Spot Elevation
<br />Existing Contour
<br />Proposed Contour
<br />• Denotes Iron
<br />Monument Found
<br />o Denotes Iron
<br />Monument Set
<br />SCALE: 1 "=30'
<br />ZONING:
<br />Building is in zoning district LR -1B
<br />per city of Orono.
<br />2-75.'
<br />)� 947.4
<br />l�
<br />�I
<br />PROPOSED SURVEY FOR
<br />SHARRATT DESIGN
<br />PROPOSED AREAS:
<br />I ZONE 1 LOT COVERAGE (0-75'): ZONE 2 (75-250'): 37010 SF
<br />EXISTING PUMP STATION = 10.4 SF STRUCTURE = 7625.28 SF
<br />PATIO/TERRRACE = 1213.10 SF
<br />STRUCTURE = 2305.29 SF
<br />FRONT PORCH = 466.18 SF
<br />ZONE 4 (500+'): 4959 SF
<br />DRIVEWAY = 592 SF
<br />TOTAL % COVERAGE = 11
<br />7
<br />155 60A-gd -
<br />OUTDOOR SHOWER = 25.28 SF DRIVE/WALK = 7923.04 SF 35% ALLOWED
<br />ATER FAILS 947.7 Rn11F__OVERHANGS �2'+) = 153.37 SF GARAGE = 1068.39 SF
<br />#1535
<br />TOTAL = 9017.03 =24.36 ROOF OVERHANG 208.54 SF
<br />(235.47 SF AVAILABLE) Total =11971.44 = 28.84
<br />01 25% ALLOWED (479.16 SF AVAILABLE)
<br />945.4 ��rPP\O ��� 30% ALLOWED
<br />94f?�C
<br />l
<br />c1� 947.6
<br />) I I
<br />Lot Area Above OHW = 1 19,499.4± Sq. Ft.
<br />EPLAYGROUND
<br />I Impervious Surfaces:
<br />AVERAGE LAKESHORE� I Main House =-2,893.9± Sq. Ft.
<br />SETBACK UNE I Beach House = 1,088.8± Sq. Ft.
<br />)l ) I Patios = 4,086.0± Sq. Ft.
<br />( S "? Decks = 1,480.8± Sq. Ft.
<br />( STONE WALL
<br />104 50' Reference Line Planters/Retaining Walls = 325.8± Sq. Ft.
<br />HARBOR ) I� Flagstone Wolk/Stairs = 120.6± Sq. Ft.
<br />Bituminous Drive = 9,326.0± Sq. Ft.
<br />S
<br />Totals = 19,321.9± Sq. Ft.
<br />16.2±% Hard Cover
<br />S 40
<br />e renRte �1,
<br />a� I ARD
<br />' ry N n D� ( 938
<br />rn I \ 1
<br />( o f a ST. STONE
<br />I Fqs 9yQ
<br />f TOP WALL -(946.2 I DRAINAGE AND F�
<br />fUTILITY EASEMENT- FSP Y 939.00L
<br />S8952
<br />' '52"E 3r5.O
<br />� , I
<br />- - - - r� - _ 938.5 T
<br />_ _
<br />931.3 f P.O.L. P.aL. P.O.L. PROPERTY DE-5-CRIPTION: Lot 2, -Block -1 SE, I � AN#� FDG€
<br />1 P.O.L. L - - P_O.L�
<br />--- - - `� 7`�4r
<br />po
<br />(> f ' 9 ° �' �'� - T, �� �- -t '1p ALSO: That art of Lot 1 said Block 1,
<br />ff "' ' , r y - 91T 15 FT WIDE 8 O( i \`ti f P
<br />f / f ? 10 SETBACK 15 3 i3J Fi
<br />/ �"��� DRAINAGE AND 6 $, c3 0 WiIICiI lies Southerly of a line drawn on a
<br />Bh.S >MvOD
<br />OO / t' \ UTILITY EASEMENT-= O� bearingOf South 73 degrees 02 minutes
<br />1 0 932 93 l '' / , o f N. ` _ g i \� J�1NJ / y
<br />N '-'i"'� `� % � �;1: � �/� . _ .- X 943.8 `, �9 1 � � I g
<br />\ .? 24 MAP, I I 33 seconds West from the angle point in
<br />�1 24" MAPLE INV=934.3 �
<br />945. X 6 4� QK �� r > I I
<br />Cl Southerlyline of said of assuming
<br />- v --�- --- 24' M.a LF - - - - - - --- -- ---- 0 a bearing basis of South L 67 ldegr I g
<br />� 932.7 X ' .! v� u i ~ ! ` J pO�..+ ' 940 2LX; o° -264.6 �� minutes West for h Westerly s20 f
<br />0 ,, _ �, �o 9 - -- - - - g --- --- - - - -1�- � 1.:� - the es y o
<br />Q 2 3 ! ! c,. x T, y " MAPLc
<br />Cj1
<br />P.
<br />POSED
<br />/ iJ 93 x, s3s.2 said Southerly line of Lot 1 .
<br />X \) n
<br />/ z 46 tTACHE� 46. - - - - - - - �$ - - - 936/ / / z G / I a
<br />932.4 X / / / O co A E - �°� G G� / 934. 2 A, LE i
<br />/ /--- �0 2i GANG 20i
<br />P.0 Q �� /ccs QUIL E I c�
<br />( A / / !LA, GE �� 0 �@�' i ?_" /SAN M.H.
<br />Z > 1 r , °'� r' 173.1 / / / 4`�; Uj� c i 3 =932. 933.1 936.55 } Cf,
<br />932. 01 46
<br />�P1 �i 6' MAPLE / s s' ; BENCHMARK: Hennepin County Cast Iron Monument on
<br />(� 5 1. x?' / = 9 4.9 ��� p� �r�
<br />oAK _ _ Point Road.
<br />_-
<br />- - Elevation 933.26.
<br />5" MAP `' -_.._ __ _._ __ _- •cr. • / -- - � -50 �� P�PGk, �
<br />� \ centerline o ohns
<br />- ------
<br />S -- - - - - - - -- - ---- - - ' ' -- ---- -------- ------ --
<br />\'� 15" PAAP,� - _... =_ .--1`.. �� 0 � o kms' -�,9%.4�9� 266.0 / �� y!J �� � `�R
<br />P P 9 4 ���1 A g 4 T / i 60" WILLO
<br />- - -- -
<br />_ _ __ __ _._ �42� tD 3 30 A.P_E/
<br />S -I 4..
<br />TAT N 9Fp :� / A ' / \ CULVERTAPLE
<br />W Q rn (> 2" CA✓ * NOTE s �g.G o ( / / \\ I V- 3 ��� TS , C.
<br />of PROPOSED ON CONTOUR �� // ` 3 .. _75a 942 9 .5 / / ~
<br />M II N ( 16" MAPLE CONTOUR R+DEa RET. 5 = 937.1
<br />Z ww m THE HOUSE PROPOSED 939. "F �9�� ' Oc
<br />Z II ) 0 I } s' RETAN ING WALL- N nCr
<br />5938.5) / I / 2 ` y~ ` - I 123.00 N88'E
<br />Q 18" _OA'` --CA ARROWS *01CATE TION / ! �! \ ✓ i i
<br />Z -jW = ( '1 6 6 - ,./,/
<br />8 MAPL"c -7 71-04
<br />/01
<br />NOTE:3 j /
<br />`/.WQ
<br />The location of all utilities shown are from plansa
<br />to O OAK ; 8" OAK' � `- --p/� 3: , � � �!� \ / / � G /� ✓ Wetland
<br />pC3 = )� o //�' �j +t o� n �� / y " r /// /ja f /
<br />as d nted S Q furnished by the utility companies and are
<br />i s" o.. / /� f on8/13/07
<br />; approximate. Utility Companies should be notified
<br />U) 04 >' ) a v �^ ,- CH ROUSE-�, , `�" o ! /�4 / / ff �° �, o ( Z ;
<br />t e - - "' ) ..,0 i for exact location before doing any excavation.
<br />Cn Q W A GE LAKESHORE � �rs. ' %' � -/- / I ) J' /'�
<br />Cq Z(0 934 8 +p•.o:i: SETBA UNE ��� /,. Cj �°j �/ // // f =/ -- QAy, ) O
<br />b f ti �� il
<br />W p S U moi" / I - 16'6"W 'BUFFER" TO BE PLANTED AGF Z
<br />// J� 4 /WITH NATIVE IN
<br />ACCORDANCE WTHTZONING CODE
<br />° K 1( S POND
<br />o° SPT 6
<br />j � E 2 2006 ELEVATION 931.0 � •
<br />I h936 I� % h I hereby certify that this survey, plan, or report was prepared by
<br />me or under my direct supervision and that I am a duly registered
<br />Y rf , 1. Land Surveyor under the laws of the State of Minnesota.MAPLE \29, O � SURVEY LINE
<br />( L1J
<br />Q f� � 937. 8.7 938 r � .,,.rl-
<br />T raj BROWN LAND SURVEYING, INC.
<br />`� / 9 v^ r v is. �1�F-
<br />W
<br />f ( �., IN =931.9
<br />J J �I DRAINAGE AND �"' - z
<br />IOv05 �I UTILITY EASEMENT-��
<br />933.0 ✓ (10' SETBACK + INV= 1. - p „
<br />BENCHMARK
<br />\ ;4 i39-8�x_9- 5� ~ �° kHENNEPIN CO. C.I.M.
<br />ff ) , s " H 39 "19 P.O.
<br />P.O.L: P.O. O.L. rnl 5 P.O.L. - 237.08 ( 1 7 9 3.4
<br />f 1 '3s --I I " g 9'� 18 E 563.29
<br />PVC cu L RT
<br />LOCK ET. WALL s 3 �,Woodrow A. Brown, R.L.S. MN REG 15230
<br />f 6 HENNEPIN CTY C.1 -M. �� CONC. PATIO 42•� , d 3> ? I
<br />r ^.T`
<br />f 688� �QJ1-----------� --
<br />09-13-2007
<br />f PL � 83 OULDER RET. WALL `^ �' "' Dated:
<br />w l,6; i
<br />/3.Ci�X939.0 9
<br />f \ K Qf 940 38 \ 934 OULDER RIP RAP
<br />942.E 6!/1
<br />x;17 jz, k94493g
<br />ORONO COPY3
<br />942-- Edge of Water as
<br />�� � located on 8/20/07
<br />938 Y/� #1625 - f City of Orono
<br />,
<br />936--I FRONT ENTRY= 6.5 r�
<br />TOP OF BLOCK=945.3 i1 50 Reference Line Planning &Zoning Plan Review
<br />o, GARAGE FL00R=945.8 "' Site Plan Review Date: 1 W BROWN LAND SURVEYING, INC:
<br />u
<br />CONC. PATIO ,(/ �\ L PPROVED
<br />8030 Cedar Avenue So., Suite 228.
<br />jf 1 1 I I 13 APPROVED WITH REVISIONS (see notes) I Bloomington, MN 55425
<br />v; ; N I �I O DENIED Bus: 952 854-4055
<br />934.9 X�/Z %/ ''j/,o5� Staff: Fax: (952) 854-4268
<br />two
<br />1 rawly : nq-1.-�-gnn7
<br />i is-ui rer. 1 1u. u�D U,�\u�
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