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FND IP I" , \\ �' � NORTH LINE OF THE NWI/4 OF SWI/4 OF SEC.28 \ DESCRIPTION OF PROPERTY SURVEYED
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<br />_ S 8 8 ° 5 2' 3 2 � I E 283.16 9 All that part of the Northwest Quarter of the Southwest Quarter of Section 28, Township 118 North, Range 23 West of the 5th Principal Meridian, lying north of the
<br />�I - ") _ 2 4--6 center line of County Road No. 6, except that part lying south of the north 359.77 feet thereof, and lying east of the west 1022.70 feet thereof, Hennepin County,
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<br />Ln 36.22 Minnesota. Subject to H.C.H. No. 201, Plat 53.
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<br />I / y Subject to a drainage and utility easement described as lying 10.00 feet westerly of and adjoining the westerly right-of-way of Hennepin County Highway No. 201, Plat
<br />53, (aka: Homestead Trail) and being 5.00 feet wide and adjoining the northerly, westerly and southerly boundary lines thereof
<br />CP
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<br />STANDARD NOTES
<br />- /- + 1) Site Address: 1175 Homestead Trail, Orono, Minnesota 55356
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<br />I o�u oHu CHu CHU OHu 2) A title opinion was not furnished to the surveyor as art of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon.
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<br />50' WETLAND BUFFER LINE I .5 oHu oHu off oHlu oHu
<br />/ x996 \ ��y oHu OHu 0Hu oHu 0 3) Flood Zone Information: These properties are contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate
<br />WET -2 / I �� �5\ 6g\ 5 \ \ Map, Community Panel No. 27053CO301F, effective date of November 4th, 2016.
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<br />g �x9aL / / _ / x� ` 0 1 4) Parcel Area Information: Gross Area: 101,704+/- sq. ft. - 2.335+/- acres
<br />/ I R/W Ares: 5,938+/- sq. ft. - 0.136+/- acres (Homestead Trail Road Easement)
<br />WET BI 9�� k �I / / / �_ \ 5) Net Area: 95,766+/- sq. ft. - 2.199+/- acres
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<br />I � - I I\ j / � � / / / I 6) Benchmark: Elevations are based on Hennepin County Control Point "Kate" south of County Road 201 at 978.84 Feet (NAVD88).
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<br />I \ 7) Zoning Information: The current Zoning for the subject property is RR -1B (One Family Rural Residential) per the City of Orono's zoning map dated
<br />/ / / _ / I September, 2016. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono found on their web
<br />/i L L �// site on the date of March 15th, 2018 and are as follows:
<br />I' L- / / c) L��� _ Principal Structure Setbacks - Street(s): 50 feet (Homestead Trail)
<br />r / ° iO CP - Side: 30 feet
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<br />I� V_ / ! 60\� l . �\ \ \ I� I. Rear: 50 feet
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<br />_ - _ _ I Height: 30 feet
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<br />L L I I L L1/ PRIMARY �/ I / '5 Hardcover: 35 percent of lot area - Tier 3 Stormwater Quality Overlay
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<br />1 / / / / 1 I Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they
<br />x �/ / I 1 are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this
<br />site.
<br />ALTERNATE 90°
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<br />X 098 I �� 8) Utilities: We have shown the location of utilities on the surveyed
<br />surve ed property Yb observed evidence only.There may be underground utilities encumbering the subject
<br />property we are unaware. Please note that we have not placed
<br />a Gopher State One Call for this survey. There may or may not be underground utilities in the
<br />. . . mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Before digging, you are required by law to notify
<br />. . . . . . Gopher State One Call at least 48 hours in advance at 651/454-0002.
<br />9) Wetland Delineation: The wetland delineation was preformed by Kjolhaug Environmental, Inc. and was flagged on April 18, 2015. Sathre-Bergquist located the
<br />wetland flags on April 20, 2015.
<br />DEER HILL ROAD
<br />SN $4l 10) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage.
<br />906\ 11) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction.
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<br />dj i CES $6 / / _ ,t S�\ / / X96= - I 12) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built.
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<br />a6ti / 6 / / I I 13 Proposed grades shown adjacent to building foundation refers to top of black dirt.
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<br />I I /g$� a� 5 /I / / �. \ / / ��� ti Z 14) Verify sanitary service invert prior to any concrete work.
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<br />9 / / o I 9 . � 5p I ti 16/ 9 / / 9� 3� I S I _z Proposed Elevations
<br />x09a�/ 9gi`9 0° x00 0 0089 �a I I I I \ / \� -i � Proposed Garage Floor Elevation = 999.9
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<br />I w / 9g / �9 1 o O ----- V --- ----__8L'3_ �� 3 _ Proposed Top of Foundation Elevation =1000.2
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<br />096' I 1 / / / / 09 xU°�p. S3�\ / �� w Asbuilt Garage Floor Elevation = 999.7
<br />I 0� x9 s \ 3 H _ r- Asbuilt To of Foundation Elevation = 1000.0
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<br />GFE- / / I I S Bearings are based on the Hennepin County
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<br />Coordinate System (NAD 83 - 1986 1 )
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<br />SURVEYLEGEND
<br />w I I gel I 909 / x x\°° /�� \°05. 6' xl\0pl� I CAST IRON MONUMENT WOE WALKOUT ELEVATION BITUMINOUS
<br />_ I x9 x9 a \0°\0 / /x\o° x 10 IN / ❑ CATCH BASIN FIFE FIRST FLOOR ELEVATION
<br />z i 995 f xoo$ x\°°\ / 9) / � _ 1005.5 i BUILDING SETBACK LINE
<br />L_ w w / \ I ( x9 a ° / OOL6 x\008' 1006 / Q FLARED END SECTION GFE GARAGE FLOOR ELEVATION CTv CABLE TV
<br />o°------x�°°� 0�6 I [XI GATE VALVE TOF TOP OF FOUNDATION ELEV. CONCRETE CURB
<br />Z u o \ �� g a �a a d \o ' 006`' I x \ \° < GUY WIRE LOE LOWEST OPENING ELEV. CONCRETE
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<br />w i �9g6 996 I \ \ x0 a� °09� og a fl� a �J a u I - N oog \o°$ L . HYDRANT ❑C CABLE TV PEDESTAL - 9so _
<br />Q w ISS\ I x09 6 \OQ rB\� I a p o� D ELECTRIC TRANSFORMER CONTOUR EXISTING
<br />w � � I � \ gg. a � a tis „ , \ z o� � SURVEY MONUMENT SET CONTOUR PROPOSED
<br />x091 xggx99g� x\00 \�� /a a a �� n • SURVEY MONUMENT FOUND OO ELECTRIC MANHOLE -o- o -o -o- GUARD RAIL
<br />SURVEY CONTROL POINT ( ELECTRIC METER DT DRAIN TILE
<br />© GAS METER ELc ELECTRIC UNDERGROUND
<br />_ \ tis T� \09� LIGHT POLE FENCE
<br />\oo - - \q° ",N` 5, 9 n \0 / `� POWER POLE © GAS VALVE -X-X-
<br />j� - - x\0 °°\ \009 /f�IV= �� \S SANITARY MANHOLE 0 HAND HOLE Fo FIBER OPTIC UNDERGROUND
<br />o�I-x-] /� 1007.3\p SOIL BORING cas GAS UNDERGROUND
<br />1 " 000+-- o I I Q SANITARY CLEANOUT
<br />I I� 1002 " SIGN TREE CONIFEROUS oHu OVERHEAD UTILITY
<br />90 '1004 6� - - TREE DECIDUOUS
<br />RAILROAD TRACKS
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<br />100 1 � \ 972 5 , i i i i i i, i i i i i i i, i i
<br />- -- _ - x\°- - - ° y5 T - 0 _ GROUND ELEVATION SANITARY SEWER
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<br />8 - - ❑E p OT TELEPHONE MANHOLE >
<br />o I x �,.---� �o--------! - _-+�1 _ a6 STORM DRAIN
<br />�`�65.87 x oo - _1$-g- 9. - J\ STORM SEWER
<br />�y - - - o \o ❑T TELEPHONE PEDESTAL »
<br />I \o \o° _ S 4r sT STORM MANHOLE
<br />I ' x � 16.60 \°�o� � TRAFFIC SIGNAL TEL TELEPHONE UNDERGROUND
<br />852'32"E 282.46 / FND IP 40344 YARD LIGHT Q UTILITY MANHOLE uTL UTILITY UNDERGROUND
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<br />/ x /� xo��. x\oj ode / a� x\°o9. -'010__ � ❑ A/C UNIT ❑u UTILITY PEDESTAL WATERMAIN
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<br />FIELD CREW NO. BY DATE REVISION I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed TWP:118-RGE.23-SEC.28 FILE NO.
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/ORCT Land Surveyor under the laws of the State of Minnesota. CLS SU
<br />CL BB 1 JPR 5/4/2018 STAKED HOUSE Y E R� Hennepin County
<br />CONVEYANCE IT INFORMATION) OF THIS PRODUCT N CERTIFICATE OF SURVEY 54745-001
<br />DRAWN 2 JPR 7/16/2018 FOUNDATION ASBUILT STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s � ,_ _, ��
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 25th day of April, 2018. = SAT H R E-BERGQUIST INC. FINAL ASBUILT
<br />EMW 3 EMW 6/5/2019 FINAL ASBUILT AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND u' N 7O RO N O 1
<br />CHECKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF pT 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 PREPARED FOR.
<br />DBP ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVESN w co
<br />WWW.SATHRE.COM
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY � MINNESOTA DAVE MARIANI
<br />DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 tiFRS P�P
<br />3-13-18 RESULTING FROM ILLEGITIMATE USE. pemberton@sathre.com c�
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