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<br /> ,::4-4:6,,,,,:%:%�p'p ‘0.5,4.0,,,''..,,,,,%, t' DESCRIPTION OF PROPERTY SURVEYED ruzsv« warwans
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<br /> \ ejs`y %d^<c �.f� Lot 1,Block 1,IVY PLACE,Hennepin County,Minnesota.
<br /> \ do°r,,,, O NOTES:
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<br /> / \ . ,„ D„�!y s gds"y":j".�e 17 I.Site Address:3570 Ivy Place,Orono,Minnesota.
<br /> A. ...aa'L '"S'M� '..;ip`,9�b /Z�°6' 1!,/./,,% 2.Gross Land Area=26,563 sq.ft or 0.610 acres(calculated to OHWL)
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<br /> r�1a � �� K (�'` 6 0 �l 3.The current zoning for the subject property is LRI-C-One Family Lakeshore
<br /> y�V - '\` \ - j Residential-1/2 Acre per the City of Orono's zoning map dated September,
<br /> 2016.The setback,height,and lot size restrictions f Id zoning designation
<br /> B,R N/ Y� :,4.....\
<br /> were obtained from Section 78-350Lot found Area:
<br /> theirb rte on the date of
<br /> .� April 24,2018 and ae as follows:Lot 0.5 Acre(Min.);Lot Width:100
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<br /> feet(Min.);Front Yard Setback:30 feet;Side Yard Setback 10 feet;Side
<br /> I Mep4 �� / �^+��/ \ �\ ' •t••. 2 Yard Setback Adjacent to street:15 feet;Rear Yard Setback:30 feet;
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<br /> •—\ 4J� ' _ a�S\ \ Structure Height(Max.):30 feet.
<br /> V 049/f \\ '-.),',5'
<br /> \ 4.The Property s contained within T'er 1 of S[ormweter Quality Overlay District
<br /> Y/ 'C: \ \ per the Stormwaterp d \\% a Quality wenav District Tera Map dated B-v-sols.
<br /> 5.Must maintain a minimum 2%slopegradient to accommodate
<br /> Ots F' /e rybb0 2.J2 /o¢� \\\\\ �� ' drainage.Special care will need to be exercised in creating the drain pattern
<br /> / \�\\ ` / � on the aide of the property m ensure that run oft is not directed onto the
<br /> e{ s •, J \ \�- ) / j 2D+-ineighboring properties.See also Development grading plan for this area.
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<br /> gq�ryAy 4,FS° 4r S4 3„' S. /���'r//.., i`\ W' ry,,.. � � C• {► • s` st,,� /�/s. \V OQec \ 6.Streets shall be cleaned end swept within 29 hours whenever[racking ofU
<br /> sediments or soils occurs and before the site is left idle(or weekends and
<br /> l 9 �. /dn poholidays. Q 9 sf tom. 9 3 1,/"' '
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<br /> \vs_`,Y ktsO S Yl.e,9 sedoO b a�SA 1°/'bG, ].Perimeter sediment control measures should be installed by the contractor a u
<br /> IY O and Inspected b the
<br /> pe y City prior to any work.Contractor must provide
<br /> \ '� 76'-.` `� bq 3' I2�;8 • •;s/ minimum 24 hour notice prior to inspection. } x y f
<br /> \. -•\ 3ti g, ''''\ `-` qq �'9 t` p*' fO° a ,• 8.the water service connections must be protected from construction traffic E D t
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<br /> \g s -1 F \4 \ 4 o Oryb / Ill during construction.A separate curb stop will need[o be Installed for each ,
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<br /> ry ) \� '+ � \. ��„�,r�'_ �O• / 0�1' Propose y anown's 4on4epmal onlr and does not purport m Y o
<br /> o/O� S,° m b/�� now exactly now the eHxewav:Hall be bB R. V (j
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<br /> bis°sr\S P� p,,//;› 10.A title opinion was not furnished t°the surveyor. c 2
<br /> o c:4.A.,\\•``d+' 85.23 `”\\\ N.<3\----..-----.)1::
<br /> °j ////� ' , II 11.Proposed grades shown adjacent to bu Iding foundation refers to top of black CO c i
<br /> ,�.`,%'`,, T ',q, V,�6\. //'''...7 �o moi, ,\\ O 'JDtO Ii dirt.
<br /> 4A�i s (• q e\ O`, I 1) \•�'/�p� 12.We have shown the proposed location of the sen[dry sewer line and clean u
<br /> °'� e / O / c outs for reference only.The sewer line must be designed and approved before
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<br /> I' f excavation or construction. J
<br /> �O!°'t'°'s�'„/_ I..I m o /1 ,iI /e.*/ 13.Benchmark MNDOT Geodetic Station BR 7180.Elevation=945.959 ~ O
<br /> ./1 (NGV029)
<br /> II' i7 4O'f, / � � / !AI 04.House has not been staked at the time of this certfication.
<br /> 03i il1' 13 -FI / ~q�• 15.Plat of IVY PLACE has not yet been recorded et the time of this survey.
<br /> 9 A. $f H ao 20 a zo ao 80 p u T
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<br /> 16.The foundation show hereon was obtainetl from a foundation plan prepared b
<br /> o4 � • • t_ Kocon,dated 8-7-2018
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<br /> SCALE IN FEET
<br /> 5,-s /t ;j / ,, Linetype&Symbol Legend NARDCOVER(TIERij Roam.
<br /> Lot Area =26,563 S.F. S M
<br /> \ 'dryer/ Ill. r^ FIBER OPTIC N ® AIR CONDITIONER Building Coverage = 4,589.8 S.F. \
<br /> I ' —ess O U,MANHOLE • BOLLARD
<br /> Patio 225.85.F.
<br /> \ ' _I_w MAIN ® NITARY wofA E Front Walk = 165.5 S.F.
<br /> n 10 / ° —SANITARY SEYER ® STORM MANHOLE m PECt0IC MANHOLE Motor Court = 997.7 S.F. _ rl
<br /> 4ry�1�y HSp —.� —STORM SEW. C CATCH BASIN o— Lt Stoop 34B SF \ \
<br /> t . —w OVERHEAD ununES TELEPHONE 00x 41 FLARED END SErnON Total Impervious Area= 632r.8 S.F. ` _
<br /> LINE
<br /> dOb `ry��ha MM —or—ELECTRIC 0 TELEPHONE M0N.OLE IRI GASVALvE
<br /> SYMBOL Coverage = 23.82% ,•••
<br /> �`�� —rn—CABLE LINE • EItCOO1C TRANSFORMERa. HANDICAP
<br /> ..,t<, '...07 _e WOODEN CKAINLInr mrmc EOW 013 TRAFFIC SID® CmLEry Boxes • HYDRANTWATER MANHOLE PROPOSED ELEVATIONS SUMMARY
<br /> I VALVE Proposed Garage Floor Elevation = 933.50
<br /> ��� I" .I CUCNCPETE SURFACE O AS METER
<br /> METER R nowon POLE
<br /> E Proposed Top of Foundation Elevation= 934.00 sao,ecTr,o.,nxe _
<br /> 0 1 Proposed First Floor Elevation 934.00
<br /> FACE • AE1ER LDI
<br /> Most westerly cornerof Lot \
<br /> c-3.2 � PAVER SURFACE a ON MONUMENT CONIFEROUS TREE Certificate
<br /> 185,TAYLOR'S SUBDIVISION SINK SURFACE O CAST IRON MONUMENT
<br /> OF SPRING PARK LOTS---='
<br /> B 0 OEa0uDus off
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