9:5 4 �y
<br />FD 1 OPEN
<br />10
<br />9 9 2. 14.00
<br />\057.2
<br />05 5
<br />J"\49
<br />9 5 5, 0 iOPEN
<br />�2
<br />5EG f*% r\ I A I
<br />j L_ V V L_ L_L_
<br />_57-)
<br />WW (Typ. STOOP
<br />_j "5 WW _25
<br />955.3 CID
<br />EXISTING HOUSE
<br />9456.2 WALKWAY AND I GARAGE 0
<br />\c','561 FFE 955.5
<br />955.5 955,7 WW 56.2
<br />955.8 DECK FD O�'
<br />95 6.1
<br />00 955.7 955.9 - 95& Pooi�'19-29.
<br />#P♦
<br />9955 FD
<br />dC, 955.1 \_js 9 '54.�
<br />-\-r 954,V OLS
<br />L 1954A 4-
<br />95 1 Iftft
<br />40 95CS 4,A Oft
<br />0.
<br />954.6
<br />-.495 951.6 � 4
<br />L7
<br />0
<br />_4%2,j55 ZA55.2 .951.7 8
<br />C 4V
<br />4 949�@ 19.ft3
<br />9544f - 7 .01, 56
<br />j 949.2 �5fi
<br />4d 9544 94&6
<br />i
<br />C.v 95"
<br />e 951.8
<br />954. 49-0949.2
<br />29537.
<br />- /
<br />.
<br />� , 4 95" on If 949.3 949 ofte/
<br />- /gal
<br />0
<br />953 -MCk, R&lq\ 949.;949
<br />V4406 lea 9496 00
<br />Q
<br />-953.4gS 0
<br />957T -000
<br />`a!!Lj 9 • 951.8
<br />953.5 51.5--- 9S
<br />4
<br />052.8 'Z 9" F. 04Xe Sir,
<br />- ;45
<br />P1 .4 30 •-0&3- --0
<br />953.0 -11 . 953�r
<br />__ \.- 9ft7 954 4
<br />_-95L3 . e�- gno 951.0
<br />A§144� '26 26 26 JS 952.9 j I •951.3 -950-
<br />PIN 24 952.11'- _1953 5- - -
<br />9 2.7
<br />953.0 J 951.4" 9522"5
<br />NW CORNER OF LOT 3 - 7 95 1 MA 14 "950.8 0
<br />9 .5 .11,
<br />12-10
<br />950.7
<br />A1340 PIN 12
<br />10 '9 i�' 949.8
<br />952.5-952.0 Ply 10 ASH 34 FD RALS -947.
<br />�ND 950.8 5/
<br />N -MAB V-
<br />952.6 156.10 .00
<br />PIN 8941gj� -
<br />.6AB 8 _/50.0 * 94&' 1 049�, 5 S89055'0WW
<br />g
<br />952.6 5 PIN iO __isk.�Zft -
<br />7
<br />MAP 36• 4 / 949�1 19 <9 I34a -41, -9479
<br />95ml 1947- '41
<br />V., 790.9 946.5
<br />A In
<br />PIN
<br />949.o
<br />951. C) J 1W.7 Z
<br />�11N 10
<br />950./ WA 36.0
<br />951.2 2, rn 16
<br />PIN 5 CID �s 442 944.5
<br />/5 En MAP -10
<br />9�8. -:1 - 147. 943.9
<br />BRIDGE 0 cc) Z 94&1 x
<br />950. - �PA •.11, 1-
<br />91 1 "1 943.3
<br />0 YE
<br />q MAP 36
<br />-44&7 IS SH 2
<br />in
<br />100 942. -1 935.E�-
<br />_9477 : 99.
<br />946.3 %CV Z ".930-
<br />0
<br />946.0 939.1
<br />944 MAP 30
<br />0 0;
<br />(0 946• 315 945.5 10 945.4 8 941.999 956.2
<br />CRAB CRAB '?�
<br />945.6 45V 744.
<br />PIN 10 94&1 A944�3
<br />Z-944.9 'CR4A:B' 8 0"
<br />PINI -Aft 9 41.2
<br />10 V 941.2
<br />945.0 �V* MAP/ O 41.V
<br />MAPS 94&1 /
<br />944.5 L1 94J.3 1.
<br />94&31 /-\-r/
<br />r- /
<br />%9 -9 L_\J I-
<br />9,38.5.
<br />.4
<br />of 3.7 -9 3.4 94 7
<br />• 10 C-) , o 9 3 .94Y 1/ -930.0
<br />'94C,5
<br />-)-'125
<br />9 4&.
<br />942.3 OAK a 0 :93U.•',=
<br />FD RLS 94 1 vro-
<br />Ilk
<br />-j P_
<br />116?0 9
<br />A560 / A r/ r\ I -r 1 t71 K 1
<br />93
<br />941. FAS
<br />939.2E;;�NGLE POINT IN LOST' 3
<br />7- 1 15
<br />0
<br />CA
<br />0 93
<br />(A
<br />4M
<br />C;
<br />4
<br />0
<br />CA
<br />(A 01
<br />2 to
<br />(0 a
<br />9 rn
<br />FD937.3 RLS0)
<br />b)
<br />I
<br />936 7
<br />.'3 WEST LINE OF LOT 3
<br />--ANGLE POINT IN LOT 3
<br />441 IS 7S
<br />'T
<br />10
<br />0 Cn
<br />0
<br />•� / ` 0
<br />0
<br />�. /
<br />OD
<br />3 .5
<br />934.3
<br />93.(0
<br />4
<br />41
<br />NORTH
<br />50 25 0 25 50 100
<br />SCALE IN FEET
<br />I hereby certify that this survey, plan or report was prepared by me or
<br />under my direct supervision and that I am a duly Licensed Land Surveyor
<br />under the laws of the State of Minnesota
<br />Dated this I Ith day of June, 2014.
<br />SATHREIRGOUIST.6C.
<br />David B. Penig'eiton, Professional Land Surveyor
<br />Minnesota License No. 40344
<br />SITE ADDRESS
<br />2640 North Shore Drive, Orono, MN 55391
<br />DESCRIPTION OF SUBJECT PROPERTY
<br />Outlot A
<br />and
<br />Lot 2, Block I
<br />and
<br />That part of Lot 3, Block 1, which lies Northwesterly and Westerly of the following described
<br />line:
<br />Beginning at a point on the North line of said Lot 3, a distance of 156.10 feet Easterly
<br />from the Northwest comer of said Lot 3; thence Southwesterly to an angle point on the
<br />Westerly line of said Lot 3 a distance of 302.76 feet southerly from said Northwest
<br />comer, as measured along said Westerly line; thence Southerly along said Westerly line a
<br />distance of 162.64 feet to an angle point in said Westerly line; thence Southerly to the
<br />point of curvature on the Southwesterly line of said Lot 3 and said line there terminating.
<br />All in COLWELL ADDITION.
<br />30 15 0 15 30 60
<br />SCALE IN FEET
<br />9_
<br />955.0 9 5 4. 0 D
<br />7
<br />I I A 955.0
<br />\_J L V V L L
<br />-55.5
<br />91U 5
<br />+ / / 55.6 / 'K�
<br />7JI-5. 956.0
<br />957.3
<br />'0.09 7' WW STOOP 9 956N�.
<br />WW (TYP.) 56 5
<br />00
<br />56.2 955.3
<br />6.4
<br />956�2 EXISTING HOUSE
<br />WALKWAY AND. -1 GARAGE 0
<br />\956.1
<br />FFE J. J
<br />955.5
<br />-9s&
<br />955.7 WW
<br />� -'�- ' � / '954.
<br />955.8 DECKFD RLS
<br />-Z!` W
<br />955.7 slool�'19
<br />955.E 956.1 9 5 5P.1 4
<br />95U -
<br />I 1 57.1
<br />955.19s
<br />56-'S -4 X
<br />/O� I n,- 954.V 95 .1 FD RLS
<br />L_\_j 1954.8 ` N<956.9 /
<br />**%Q56 6
<br />/ Lu /-954.8 954. A
<br />91RY 6 1
<br />A X953.0
<br />Iky
<br />-954.6 q!'! *-
<br />'%N -N< 956.7
<br />49'9 '5
<br />_55�3 948.8' %�
<br />955, :OA55.2 954. )6 -� �954 0)
<br />b48.8
<br />4n.N\�54.3 (0
<br />954.7
<br />C15 954.At( - 3.7 949.6 X X X 95/3
<br />'Y (0
<br />949.2 11 0
<br />950.P C)
<br />/� 954.8 954.6 48.6�5 b5�"
<br />0X9;4.8 953.13, .9 _ 9-" QX
<br />954. r, 4..b x 951.8
<br />953.7 949.0 9. 49 . 2 1954.Y ,00l
<br />x 954.3 953 954.6X
<br />1 949.3
<br />9544. x 949.9
<br />9 5 3.4 1%, 949.3 95
<br />W 4/
<br />9 m.� 951\1 % 949.6
<br />10- - Q,54.3 4�7 0
<br />X 957�4 r
<br />*-ft- V
<br />953.4
<br />P -Z.
<br />9
<br />0)
<br />x 953.5
<br />_j 951.5--, �9 0001,
<br />004 x
<br />5.05. -@52.1 _Z)
<br />5 4 952.8 qF_4��_ ., - -,052.1
<br />P1 30 953.3 ' -_ -
<br />953.0 x 9525:S_
<br />x <0' x �5' 3
<br />954.7 954- 954 �952.0 951.0
<br />.3
<br />9 - x 95,4.6
<br />IS '950-
<br />2.7 PIN 24 952-.-6- 953.5 x 951.3
<br />95 .1 PJK
<br />951.4' 14 952-- 9 5Z5
<br />1-,' 950.5 ' 950.8 50.0/ /
<br />905 5 9':0.1 PIN 12-10 949.8
<br />C A'B 410 PIN 12
<br />949.c3- - -��5-0.0
<br />952.0 948.9
<br />9 5- 0. 8 Ply 10 ASH 34 FD RLS 947.j
<br />Ffr7 C,
<br />co
<br />X 156.10 948.8 -30.00
<br />1.J51 -1 PIN 894&48.,a- 5 W
<br />Z PEM '8
<br />950.0 94&5 9 948.5 S89055'0
<br />9 0.4 RAB 8 + PIN 10* Z
<br />949.1 'cP "0,9� -946-4-
<br />NL .0 1(5? 7 94;� 9 Z
<br />950.1 e)
<br />946.5 Z
<br />QQ 4/949.9 x949.0 1
<br />1(946.7 Ci Z
<br />C)
<br />Z
<br />r% Z
<br />�50.44A9
<br />949.436.0
<br />48.T cF Z
<br />NOTESD(L-
<br />This survey does not purport to show any underground utilities. The existing utilities shown are shown in an
<br />approximate way only. The contractor shall determine the exact location of any and all existing utilities
<br />before commencing work. The contractor shall be fully responsible for any and all damages arising out of
<br />his failure to exactly locate and protect all existing utility facilities.
<br />Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any
<br />excavation.
<br />A title opinion was not furnished to the surveyor.
<br />Areas : 152,836 sq. ft. - 3.509 acres
<br />Zoning and setback information as provided by the City of Orono web site.
<br />Zoning: RR -1B (One Family Rural Residential District)
<br />Setbacks: Primary Structure - Front Yard: 50 feet
<br />Side Yard: 30 feet
<br />Rear Yard: 50 feet
<br />Height: 2-1/2 Stories or 30 feet
<br />Area: 2 Acres
<br />Survey coordinate and bearing basis : Hennepin County
<br />Benchmark: GSID Station 4 11336 - Mn/DOT Name: ELWELL MNDT
<br />In Wayzata on ramp to County Road No. 15 West.
<br />Elevation - 980.36 feet. (NAVD88) (HARN)
<br />No modifications to this survey or sketch may be performed by any person other than the surveyor signing
<br />this certification or persons under his direct supervision.
<br />AIS
<br />11
<br />Denotes Advertising -Informational Sign
<br />STP
<br />Original Survey Dated
<br />AC
<br />Denotes Air Conditioning Unit
<br />STMH
<br />Denotes Storm Manhole
<br />BFE
<br />Denotes Basement Floor Elevation
<br />TRS
<br />Denotes Traffic Control Sign
<br />CB
<br />Denotes Catch Basin
<br />TL
<br />Denotes Traffic Light
<br />CBOX
<br />Denotes Curb Box
<br />UGC
<br />Denotes Underground Communication Line
<br />pni
<br />1"
<br />rlennfec n1lArl; Column
<br />DBP
<br />ADDED BRIDGE/DRIVEWAY
<br />5 UGE Denotes Underground Electric Une
<br />/2" OPEN BEE Denotes Building Entrance Elevation UGG Denotes Underground Gas Line
<br />TB Denotes Tele/Comm. Box/Ped SAN Denotes Underground Sanitary Sewer
<br />CHH Denotes Communication Handhole ST Denotes Underground Storm Sewer
<br />CMH Denotes Communication Manhole UP Denotes Utility Pole
<br />CONC Denotes Concrete Surface ULP Denotes Utility/Light Pole
<br />CMP Denotes Corrugated Metal Pipe/Size TNH Denotes Top Nut of Hydrant
<br />DIP Denotes Ductile Iron Pipe/Size WW Denotes Window Well
<br />EB Denotes Electric Box WV Denotes Water Valve
<br />EHH Denotes Electric Handhole WET A-1 Denotes Welland Delineation/Flag Identifier
<br />TRAN Denotes Electric Transformer Denotes Existing Contour
<br />EMH Denotes Electric Manhole ---- (980 Denotes Proposed Contour
<br />EM Denotes Electric Meter 0 Denotes Found Monument - As Denoted
<br />FH Denotes Fire Hookup Dentoes Found Cast - Iron - Monument
<br />FP Denotes Flag Pole 0 Denotes 1/2" by 14" Iron Pipe Set and Markc
<br />FES Denotes Flared End Section/Size by License No. 40344
<br />GASV Denotes Gas Valve
<br />GFE Denotes Garage Floor Elevation
<br />GM Denotes Gas Meter
<br />GDL Denotes Ground Light
<br />GP Denotes Guard Post
<br />GYW Denotes Guy Wire
<br />HCS Denotes Handicap Parking Sign
<br />H YD Denotes Fire Hydrant
<br />LP Denotes Light Pole
<br />MB Denotes Mailbox
<br />NOP Denotes No Parking Sign
<br />OH Denotes Overhead Utility Line
<br />PKS Denotes Parking Sign
<br />PIV Denotes Post Indicator Valve
<br />RCP Denotes Re-inforced Concrete Pipe/Size
<br />RD Denotes Roof Drain
<br />SCO Denotes Sanitary Cleanout
<br />SMH Denotes Sanitary Manhole 30 15 0 15 30 60
<br />SV Denotes Septic Vent 1% NE19
<br />Denotes Stop Sign SCALE IN FEET
<br />9 5 F, X X 156.10 094
<br />1.451.1 X PIIS
<br />9 1.1- RAB 8 950.0 948.5 948.
<br />1 0 PIN 10 AShi
<br />0 36 .5 9 0.4 X 949.1 171z�
<br />/ I x .9 NL 'P 7
<br />950.1 () No ,947- `7'
<br />/949.9 - 949.0
<br />951.7 pl� ON A46.7
<br />PIN 10 <D
<br />x X�50.44A9
<br />950 949.4 36.0
<br />8 48, 1,. 9 �7. 1
<br />1
<br />0 M PI 16 -945.3
<br />_51.2 X9 44 CPJ
<br />PIN Z _J50.4 1�j 00 X 94.2
<br />it 6 r- CO
<br />9�8 5 Ix' 0 :.-j 90 4
<br />8.0 0 Z 0 9 7.1
<br />BRIDGE 945.1
<br />Jif
<br />94/3 4 948.8950. #7.. FFE .3
<br />x 9 . ;!
<br />V7
<br />628.0
<br />%
<br />x 7 SH 20v A
<br />-947. 948.6�,
<br />%47.55. 9 4 2.
<br />4-1 94643 946
<br />7
<br />X41.9
<br />946.0 94-.9944�MAP 30
<br />945.5 945.2RA 8
<br />946.3
<br />1 .9
<br />C
<br />CRAB 10 CRAB 12 41
<br />4 A944tT_
<br />945.� 44.4
<br />44 9 CPN./ 6RAB 8 1p
<br />9x45.6
<br />941.2 14y
<br />945.11 MAPAO 941.Q/ Q/
<br />MAP8 --943.1 1
<br />" `e �b
<br />rvy$ x /
<br />4,94A.3 943.3
<br />/
<br />C
<br />___p M p 3 x
<br />A k �f _ / x 941.8 9-38.5
<br />REVISIONS
<br />C'
<br />0
<br />(D
<br />DBP
<br />Original Survey Dated
<br />5/22/12
<br />C14
<br />U')
<br />00
<br />DBP
<br />French Lake HC - Topo
<br />61041121
<br />L0
<br />Lr)
<br />JJA
<br />NEW BUILDING & DRIVE, TOPO
<br />1/03/13
<br />VOL. CALCULATION - POND
<br />DBP
<br />AREAS
<br />6/06/13
<br />DBP
<br />EXISTING GRADED CONDITIONS
<br />1101113
<br />QW
<br />DBP
<br />ADDED BRIDGE/DRIVEWAY
<br />06/11/14
<br />C)0
<br />C'
<br />0
<br />(D
<br />Z
<br />C14
<br />U')
<br />00
<br />Co)
<br />cle)
<br />L0
<br />Lr)
<br />0
<br />Z
<br />(D
<br />F-
<br />ry
<br />W
<br />1
<br /><
<br />�D
<br />QW
<br />r y
<br />0
<br />�17
<br />3:
<br />C)
<br />a
<br />0
<br />U)
<br />Cj)
<br />C:)
<br />L0
<br />40?,s
<br />W
<br />Cf) U+rl
<br />1QC'?
<br />O/V3
<br />0 S'5
<br />UKAVVN
<br />DBP
<br />CHECKED
<br />DBP
<br />DATE
<br />05/22/12
<br />SCALE
<br />AS SHOWN
<br />JOB NO.
<br />36905-001
<br />FILE:
<br />CERTIFICATE OF SURVEY.DWG
<br />TOWNSHIP - RANGE - SECTION
<br />117-23-09
<br />HENNEPIN COUNTY
<br />BOOK: XXX PAGE: XX
<br />SHEET 1 OF 1
<br />O
<br />W
<br />H
<br />�D
<br />(4
<br />U
<br />C)
<br />a
<br />�
<br />Q
<br />Q
<br />o
<br />W
<br />OF 0 Fg, (0)
<br />UKAVVN
<br />DBP
<br />CHECKED
<br />DBP
<br />DATE
<br />05/22/12
<br />SCALE
<br />AS SHOWN
<br />JOB NO.
<br />36905-001
<br />FILE:
<br />CERTIFICATE OF SURVEY.DWG
<br />TOWNSHIP - RANGE - SECTION
<br />117-23-09
<br />HENNEPIN COUNTY
<br />BOOK: XXX PAGE: XX
<br />SHEET 1 OF 1
<br />
|