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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 />