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SITE ADDRESS
<br /> 825 Willow Drive South,Gtono,Mmlremm,
<br /> DESCRBx1'lON OF SUBJECT PROPERTY
<br /> The Nath 235 feet of the East 200 feet of Gov rot Lot 7,Section 10,Township 117,Range 23,
<br /> Hennepin County,Minnesota,according to the Government Survey thereof.
<br /> NOTES
<br /> This survey does tat purport to show all underground utilities.The source of information from plans and markings
<br /> will be combined with observed evidence of utilities to develop a view of those underground utilities.However,
<br /> lacking excavation,the exact location of underground features cannot be acnaately,completely and reliably depicted.
<br /> Where additional or mote detailed information is required,the client is advised that excavation may be necessary.
<br /> I 1 The Contractor shall determine the exact location of any and all existing utilities before commencing work-The
<br /> contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all
<br /> existing utility facilities.
<br /> 1 i Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prim to my
<br /> excavation.
<br /> /-NORTH UNE OF GOVERNMENT LOT 7 /-1 1 1 1 -REF.MONUMENT No title commitment was provided or relied upon as to matters of retard.
<br /> YYY tEl IK FALLS IN
<br /> N89'41'59"W � 200.00, / WETLAND
<br /> 200.00,11k
<br /> The subject property appears to he within Zone X,(area of areas outside the 1-percent annual Ch=M floodplain,
<br /> /24.54 11' 49.00 le.-� COMNERROFA LLS W areas of l%annual chance sheet flow flooding where average depths are less than 1 foot,areas of l%annual chance
<br /> \ I _ 3-'i stream flooding where the=tnlxd ng drainage area is less th=1 squaw mile,m areas protected from the 1%
<br /> annual chance flood by levees.No Base Flood Elevations or depths are shown within this Cone.Insurance purchase is
<br /> \. o PRESERVE - WETLAND v �� // 1 w- not required in these zona and Zone A(Areas with a 1%annual chance of flooding and a 26%chance offending;
<br /> a, -the life of a 30-year mortgage.Because detailed analyses are not performed for such areas:an depths m base
<br /> rn flood elevations are shown within these zones.),per the National Flood Insurance Program,Flood Insmance Rate
<br /> I Map Community Panel No.27053CO304E,dated September 2,2004 as acquired from the Federal Emergency
<br /> Management Agency Web Site.
<br /> I .931.5 ELEVA ON I m
<br /> / \ n Area Infom3ation: Groes: 47,000 Ml.R-1.079 acres
<br /> \: I taEE I WEA >. R/W: 11.340 ag.R-0260 scree
<br /> / 1 1`n Net: 35,660 sq.R-0.819 acres
<br /> Current zoning and setback information:
<br /> Zoning:RR-1B-One Family Rural Residential
<br /> I � Building Setbacks:Front Yard-50 fed
<br /> _ 1
<br /> o. I 25, Rar Yard-50 feet
<br /> Side Yard-30 feet
<br /> D SETBA� . / \ _ t ; III
<br /> Building Height 2-1/2 Series-30 feel
<br /> o _ _ .T `r`I
<br /> 1 I I { 1 'Zoning and Setback mfamation pnwided by the Pkrming Department of the CiCityof Orono.
<br /> \1 A 1 �.:. 1
<br /> r 1\ n '1 // 1 1 Survey coordinate and bearing bars:Hennepin County
<br /> J 931.9`\ I x9312
<br /> No modifications,to this survey or sketch may be performed by any person other than the surveyor signing this
<br /> �Uo certification a persons=der his direct supervision.This drawing and data is protected by federal copyright]caws.
<br /> .9313 1 1 x 93z o n; £ / 1 Its reproduction and redistribution without proper consent is prohibited.
<br /> 3La
<br /> \ 9d2o N Benchmark:Water elevation of Lake Minnetonka November 20,2012.=927.70 feet
<br /> 0 1
<br /> 1 (Pa Mi=ehahe Croak Watershed district web site)
<br /> x932.1 x931.3 G3 9]2.11 1. \ � 3+ 1i+ 1,,; 1 PROPOSED ELEVATIONS
<br /> 9321+,� I / I9 �^ -o O N Pa PROPOSED HARDCOVER INFORMATION-TIER 3
<br /> Inn 1 1 N 1x 9J2J O\ a PREF.MONUMENT
<br /> fn Z r' Garage Elevation =941.34 Feet
<br /> \ CORNER FALLS IN
<br /> 1 LT WETLAND Houst/ e: 2,646 ft Tap of Fomdation Elevation =941.67 Feet
<br /> x 932.9 Z x 9]29 I D A \ 1 Driveway: Main Floor Elevation =943.53 fat
<br /> --Z' 1 1.934 eq.R(1,466 sq.R)
<br /> 3j 'L m 1 PacNDak: 317 eq.R Basement Floor-Walkout -934.0 Fed
<br /> ' x932) I 1 319 .932.5 830.
<br /> .132.2 _ 1 1 , I Stoop 119 aq.R
<br /> Sidewalk: 95 ag.( R AWbulk ElWvatltltls Total: 5,113 sq.ft(4,647 sq.R) AsI Ga
<br /> / .9JJ.5 \� ^ Z AWWf FnA Floor Ewodlon =9438
<br /> 933 A9lxda TW of Four.leaM Elevaeon =941.7
<br /> - � 954.' ` 1 x 4 1 1 Hardcover Percent-Groes Area: 5,113/47,000=10.88% AshM Basement Floor Elevation -9341
<br /> \ ♦ SCREEN 9 2 \ 93z m93z q 1 Hardcover Percentage-Net Area: 4,647/35,660-13.03%
<br /> I PORCH CURB
<br /> 9Y RET� T \. 5 F 1
<br /> \ \ 6 WALL 3q� INV- RmdowdaQnd errorddary/he pnx .fde®m lotarev.
<br /> DJ1.0. I �- 9315 22.0 �1__ \�•9}l.e 9321
<br /> WETLAND \ I .9}2.2\ // \.4933.1 9>6� \. \ / 1 o EX1STENG HARDCOVER INFORMATION-TIER 3
<br /> 9316
<br /> _T
<br /> +9315
<br /> \ I 1. ` ` 3 �.� l
<br /> � �� _ 9341 4.3 � �1 /`Y.7s� ] y k. (3 w )
<br /> Housr/Gamge: 2,646 sq.R
<br /> aOE- k'' 1 1\ Driveway: 1,617 aq.R 1 02 .R
<br /> 1 •9115.3 9.7 y43 e? �0.7 `\ / \ I I 1 Pomh/Dec: 317 sq.R
<br /> ♦.9321 �O - goy 9Nz 1 x939V \\/ \ 93 g}1T i
<br /> 1` 1 \ b Snoop: 119eq.R
<br /> 'J' I,\ -•a� 1, \/ \x 93i.a ]'- Sidewalk: 123 sq.R
<br /> Total: 5,024 sq.R(4,709 sq.ft) NO R T a
<br /> � Hardcover Percentage-Gross Am: 5,024/47,000-10.69°/s
<br /> p 93}9330 15.7 d �� L.
<br /> WALKOUT , 1
<br /> \ a\, 825 WILLOW DRIVE 2" e ,Ox- < i Hardcover PetceDtsge-NUra
<br /> A : 4,709!35,660=1321X
<br /> n JOF , - "sy3x� 20 10 0 10 20 40
<br /> 1.1 I .9317 �'.` - - d 1 1 '.,1 1 NananvneAaQ notacceed dory-j Aocrnr ofde8lor arae
<br /> 9{33 1
<br /> �= 5.0 a..• 1 1 ,,, 1 SCALE IN FEE
<br /> 10 2T
<br /> �36 I� 1
<br /> .93281 o SURVEY LEGEND
<br /> \i 9321 0 \� 'qA ll _ , uVENr V iV
<br /> x 9369 \ \ 'SII 1
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<br /> I w u � CONCR
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<br /> WETLAND \x932.] 9 \ ` 9'41 59 200.00 1 1 `t_t 1r RE J m E-EC R.0 METER / T
<br /> CONTOUR Ex'�ST.NG
<br /> \ .94rI x \ III ' 1 Ir H LNnNT © GAS VE-ER 13RD-CONTOUR PROPOSED
<br /> H 93Lo
<br /> d. N, \1 q\\ I, ' 1 C <_F EY MONUVCNT SET Q GAS VALVE o*-DRA'N T'_E
<br /> N r93A9S N g411/ ij��5' �. 7 1 RECEIVED SUR MONUMENT FOUND °- GUARD RAL E ELEC-RC 11X1,S4DU\D
<br /> f x., Q RVL t0l''RD;PONT O .AND HOLE x-x FENCE
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<br /> 1 7 !� ry n I' 1VE POLE R CD\`EROS GAS LND RGROJND
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<br /> SANITARY P.1A �O
<br /> NHO-E 'REE DECD .S D OV%R.IEAD JL
<br /> ' TY
<br /> 1 1 1 1 I •l Q N 1AR -'LEA\0',.T O TELEPI'ONE VAN-ALE -•-.+--»-�-�RA_ROAD TRAC{S
<br /> R ELE ONE PEDESTA_ SAN'ARI SEWER
<br /> 1 I GR IUL.'✓A'0\ rw" UT--VAN-0-E » S70RV SEWER
<br /> O (�? 3.11 DRa!N _ Y PED-S A_ `E'. TELEP-.ONE UNDERGROu\D
<br /> CITY OF ORON TI_-1 JNDERGRO�ND
<br /> 1 J STTRII MANHOLE ® WE
<br /> 10 1ARE IGHT x972.5 FOUNDATION ASSUILT ELEVATION W'ATERVA\
<br /> 7z
<br /> z95 GRADING ASBUQLT ELEVATION
<br /> FIELD CREW No. BY DATE REVISION USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I hereby certify that this survey,plan a report was prepared by me a TWPA 17-RGE.23-SEC.10 GRADING ASBUILT FILE NO.
<br /> JD 2 EMW 102=2014 MOVED STRUCTURE HARDCOVER INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT under my direct supervision and that I am a duty Licensed Land Surveyor ?lEpS sort` HENNEPIN COUNTY CERTIFICATE O F SURVEY 40995-003
<br /> DRAVM 3 JJA 12/112014 --- SATHRE-BERGOUIST,INC.'sEXPRESS WRITTEN AUTHORIZATION. USE WITHOUT under the wsofthe State ofMinnesom. a FO SATHRE-BERGQUIST INC. BOOK)OOVPAGE XXX
<br /> DBP 4 JJA 12001 NEW STRUCTURE ELEVATIONS SAID AUTHORIZATION CONSl1TUTES AN ILLEGITIMATE USE AND SHALL THEREBY m
<br /> CHECKED 5 DBP 2!=2015 ELEVATIONS INDEMNIFY SATHRE-BERGQUIST,INC.OF ALLRESPONSIBIUTY. Daledthis day idvember,2012. c ORONO, PREPARED FOR:
<br /> DBP B JJA L4(2075 xrwsraueru�Fuvwrve SATHRE-BERGQUIST,INC.RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE e^ N
<br /> 150 SOUTH BROADWAY WAYZATA MN.55391 (952)476�i000
<br /> USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING �� a 4w MINNESOTA JOHN B R U N E LLO
<br /> DATE 7 EWwtsMi5 FOUNDATIONASBUILT FROM ILLEGIDMATE USE. David B.Pemberton,PLS Minnesota License No.403441`11:0I 1`11:0I
<br /> 1123Ro12 8 EARN 10MII GRADINGASSUILT pemberton@sathre.com
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