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DESCRIPTION OF PROPERTY SURVEYED
<br />Lot 8, Block 1, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota
<br />1) Site Address: 4775 Augusta Street, Orono, Minnesota 55364
<br />2) Flood Zone Information: This property appears to lie in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1%
<br />annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the
<br />contributing drainage area is less than 1 square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood
<br />Elevations or depths are shown within this zone. Insurance purchase is not required in these zones.) per Flood Insurance Rate Map,
<br />Q \ Community Panel No. 27053CO284F, effective date of November 4th, 2016.
<br />3) Parcel Area Information: Gross Area: 113,524 s.f. - 2.61 acres
<br />/ \ L _ i i 4) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: Y 117 RESET which has an elevation of. 1013.67 feet
<br />997.1 (NAVD88).
<br />/ FND Ip 5) Zoning Information: The current Zoning for the subject property is RR -1B (One Family Rural Residential) per the City of Orono's
<br />999.7 x_784
<br />X995.1 I nT , zoning map dated March 2011. The setback, height, and floor space area restrictions for said zoning designation were obtained from the
<br />AUGUSTA I I I City of Orono found on their web site on the date of January 6th, 2017 and are as follows:
<br />u rti x 994.4
<br />W V obi © - A
<br />STREET mN17 E 996 8 � X 993.3 Principal Structure Setbacks -Front: 50 feet (Augusta Street)
<br />U = r9 s 995b o 996 j1P 25684 \ N82014'03"ty Side: 30 feet
<br />x 996.6 292.00 Rear: 50 feet
<br />WIN
<br />PROPOSED - _x 996.3 996 18" S/LT x 990-9 Height: 30 feet
<br />G 6Ac \ QQ 99 8 995 CU ER'T 998 \ i
<br />998.0 �i� i6Q. Q5 6, x 999,7 Hardcover: 35 percent of lot area (Tier 3 per City of Orono Stormwater Quality Overlay District Map)
<br />997.8 G /�0 _ 5.5- \ \ x 986.6 x 985.0 �ga�.
<br />b, � %9 9 3. g o x 984.6
<br />X 997.3 997.5 �� �`L�. 9S 9\ \ \ \ o C' 25684 gsubjectp p rty Y t' p
<br />46.02 FND Ip Please note that the general restrictions for the roe may have been amended through a city process. We could be unaware of
<br />997.0 p��iese� �l�'- \ AA A,q - �� 985.0
<br />N 97,u _ _ X000/.1 , 1 \ +\ �� �� y such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning
<br />/A 997.3 oO x� A 9�� x 989.5 o �
<br />CO
<br />99 j / 2s ° / '� 0 x 987.1 x 985.9 / Administrator for the current restrictions for this site.
<br />Tx\ ��B 'tee \ 99 dam\/ % +98Q x 984.7
<br />�� O / 999.5 \. _
<br />9
<br />996.5 996.3 C x PIN 16" / ��i %0'° ° �° \ '/ '�
<br />( ��' / / xx\ 1000.0 e 9, O,O0
<br />° 99
<br />�°� ' S/ x
<br />99�.2997.7,
<br />x �s �p0a911�� ro19�
<br />y997.8� 99\ s, / o/ F�P\�Q ��o �* 0s \99a� \ �/� /
<br />+��� ��x S�� 0 OA �GVO� �� O ��ti x 999.4 �C ��
<br />o�M �° 998.4 x 998.7 pF / Q LLIP 6� y,T G �� F� /� N x 997.7
<br />kv ��Oa 0
<br />N0 / -- ROPE FENCE- 0o4 -i\ 6 O
<br />986.2
<br />+��g° 0/ / /�ese`�ese� _eseL- PIN I6" S�� + lJ / - Oo y \� ���� Q���� 99898.7 / 4\ � �
<br />i, \
<br />`� 4 x 999.4 1001.1 P/�• i� . X P 5 v' (F pj• + o� \
<br />�-' +999.6 / 10��� s �.O'� �.�
<br />go / 7LTERNATE / ��'� O 'O \\' c�F•0 5�P �' o,�� p�\ - -996- - ° /
<br />=moo SEPTIC SITE o i� ,\�' QO JG O ? 996 1/ x 991.4 / J
<br />�� / / �o x 0 O p AFIRE l / 8.8 x 988.2
<br />0 Q s `b r- PIT 1 -994 - - _ / %�
<br />/ x 9.9 i �h0 � � ,o tk�� 9�9 s\ ' `fl SIL T FENCE_ ti co
<br />SN \O p N hiR Qk. o.� g9992.7 992.6 993 6 �- /�
<br />gg2� -992-
<br />0
<br />0\-5 �'S 993.0
<br />997.4 x O �\ / 0 0 \ i ° j 199 ��90�
<br />0.0 + 99 v i _ - x 988.3
<br />oo i� N 0 x 988.9 ROPE FENCE -
<br />997.4 \
<br />997.4 / + ` Q\���' / rk ��i / x 993.5 i x 990.6 x x
<br />�h �°'�i / 99 ���
<br />\98.3 # 0°-9g8 / /� / �\� ���� ' x 987 0�1� +
<br />988.5 x 987.8
<br />/ o �ti v5 9 PRIMARY / 987.2 C-) 40
<br />SEPTIC SITE / a V
<br />X991. �LOCKJ - - -
<br />S/LCE x 987.5 x
<br />997.7 x / 997.5 / /986.1
<br />IX i/ O
<br />X987.1 I 8 � � � ��� �
<br />996.2 x 996.5 i / / ---LOT 8 � 985._ x 985.3 x
<br />/ / ���/ x 991. x 88.1 � x 987.1 / + 985.3
<br />9 96 + - f985.1 _ � 985.3 \ ��
<br />/ S6
<br />x gs5.2\ _ � ,+E' ,' ohm
<br />x- 995.0 184.7 984.4 984.5 984 5 i pc
<br />994. j \ x 985.9 x x --fx-x 984.8 i , -
<br />998.3 / WIL 36" 2 / =N
<br />995.5 i - / 985.7 x984.3
<br />\
<br />x 993.5 / /fib / x 984.7 x 984.2 984.4
<br />985.8 / x 984.7 0
<br />N/ --1
<br />k 993.9 x 986.-
<br />CO x 984.6 x 984.1 x 984.1 /0), 986.3 I �T
<br />/ / L_V I I
<br />996.0 S� f x 987.1X984.1
<br />7
<br />992.1eco
<br />x 992.8 + x 984.2 x 984.3 x 984.7
<br />987.1 x 985.6
<br />986.2
<br />f 988.1
<br />S81'f 28 x 984.2
<br />x99L6
<br />995.0 x 3 3.40 x 984.2 / �
<br />/ �gg
<br />X 985.6
<br />3.
<br />/ I
<br />r-; x 992.6 /
<br />x984.7
<br />x 986.7
<br />/__ III-C-ONSERVATION
<br />?95.1 x x 983.8 / x 984.4 /
<br />1LASEMENT ------ 1 x 983.9 /
<br />`�
<br />X 991.5 x 985.6
<br />994.1 x x 992.6 \ �� � I \ x 984.4 x 983.6 � 986.0
<br />/ f
<br />\ X 988.0 /
<br />\ �WA I6" \ � � 9 ND/P 25684
<br />995.1 x 994.3 x
<br />\ x 983.6 7.4
<br />-4,-PIN 3.. 991. x 984.2
<br />I I x 989.1
<br />3'
<br />W99 993.2 \ I
<br />993.6 997.6
<br />X x 985.8 x 983.1
<br />.7
<br />j l
<br />84 \
<br />'PIN 4x 9932 x�x\ \
<br />PIN 8, 993.3 -7799776
<br />994.0 / 993.4
<br />993.7
<br />993.9 x
<br />X 993.3
<br />FIELD CREW
<br />NO.
<br />BY
<br />DATE
<br />REVISION
<br />AT BH
<br />1
<br />JPR
<br />12/13/2018
<br />WETLAND BUFFER POST
<br />DRAWN
<br />2
<br />JPR
<br />12/19/2018
<br />EROSION CONTROL
<br />JPR
<br />3
<br />JPR
<br />1/2/2019
<br />TOP & BOTTOM, OF PATIO WALL
<br />CHECKED
<br />4
<br />JPR
<br />1/15/2019
<br />TOP OF FOUNDATION HELD UP
<br />DBP
<br />5
<br />JPR
<br />2/12/2019
<br />FOUNDATION ASBUILT
<br />DATE
<br />LOE
<br />I
<br />CONCRETE
<br />09/28/18
<br />111 f:
<br />I]
<br />N
<br />- 96o _
<br />\ \ x 983 f / x 86.2
<br />x 993.4
<br />\ N85°25105" E 368.83 1
<br />x 983.4 �
<br />x 994.2 �,. I n r 9 n
<br />x 993.0 L.v I I 't-
<br />USE
<br />t
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR 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
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota.
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 5th day of December, 2018.
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES 1
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY Alit,
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344
<br />RESULTING FROM ILLEGITIMATE USE.
<br />pemberton@sathrc.com
<br />S s URF
<br />0
<br />LU i N
<br />cow
<br />N c �4
<br />LFR S P
<br />SATHRE-BERGQUIST, INC.
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />WWW.SATHRE.COM
<br />6) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities
<br />encumberingthe subject property we are unaware. Please note that we have not laced a Gopher State One Call for this survey. There
<br />J P P Y P P Y
<br />may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place
<br />on or near this site. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at
<br />651/454-0002.
<br />Proposed Elevations
<br />Proposed Garage Floor Elevation = 1003.2
<br />I -TO -1
<br />Proposed Top of Foundation Elevation = 1002.5
<br />Proposed Basement Floor Elevation = 993.8
<br />Asbuilt Elevations
<br />Proposed Garage Floor Elevation
<br />Wposed Top of Foundation EtM
<br />Proposed Basement Floor Elevation
<br />Offset Irons
<br />(elevations are to the top of pipe)
<br />OS #1= 1001.81 OS #2= 999.06
<br />OS #4= 992.15 OS #3= 1000.21
<br />= 1002.8 + 0.33 = 1003.1 (Not Poured)
<br />993.9
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />30 15 0 15 30 60
<br />SCALE IN FEET
<br />SURVEY LEGEND
<br />CAST IRON MONUMENT
<br />WOE
<br />V
<br />......................
<br />M
<br />CATCH BASIN
<br />FFE
<br />FIRST FLOOR ELEVATION
<br />.
<br />- -`-•`-
<br />BUILDING SETBACK LINE
<br />a
<br />I_
<br />GFE
<br />GARAGE FLOOR ELEVATION
<br />cry
<br />CABLE TV
<br />(X
<br />C
<br />TOF
<br />C
<br />CONCRETE CURB
<br /><
<br />GUY WIRE
<br />LOE
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<br />CONCRETE
<br />111 f:
<br />I]
<br />N
<br />- 96o _
<br />CONTOUR EXISTING
<br />O
<br />SITE
<br />0
<br />ELECTRIC TRANSFORMER
<br />N
<br />CONTOUR PROPOSED
<br />•
<br />SURVEY MONUMENT FOUND
<br />O
<br />ELECTRIC MANHOLE
<br />O
<br />GUARD RAIL
<br />SURVEY CONTROL POINT
<br />O
<br />ELECTRIC METER
<br />DT
<br />DRAIN TILE
<br />LIGHT POLE
<br />©
<br />Y
<br />S
<br />ELECTRIC UNDERGROUND
<br />©
<br />GAS VALVE
<br />-X-X-
<br />FENCE
<br />71)
<br />w;r ercii
<br />M
<br />C--
<br />:-,-
<br />HHAND
<br />A
<br />A
<br />FIBER OPTIC UNDERGROUND
<br />O
<br />�N
<br />P
<br />L
<br />Q
<br />1^f- ,2j7f
<br />SOIL BORING
<br />E
<br />GAS UNDERGROUND
<br />TREE CONIFEROUS
<br />oHu
<br />OVERHEAD UTILITY
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />30 15 0 15 30 60
<br />SCALE IN FEET
<br />ORONO, FOUNDATIONassuiLT
<br />PREPARED FOR:
<br />MINNESOTA NORTON HOMES
<br />1
<br />SURVEY LEGEND
<br />CAST IRON MONUMENT
<br />WOE
<br />WALKOUT ELEVATIONBITUMINOUS
<br />......................
<br />M
<br />CATCH BASIN
<br />FFE
<br />FIRST FLOOR ELEVATION
<br />.
<br />- -`-•`-
<br />BUILDING SETBACK LINE
<br />a
<br />FLARED END SECTION
<br />GFE
<br />GARAGE FLOOR ELEVATION
<br />cry
<br />CABLE TV
<br />(X
<br />GATE VALVE
<br />TOF
<br />TOP OF FOUNDATION ELEV.
<br />CONCRETE CURB
<br /><
<br />GUY WIRE
<br />LOE
<br />LOWEST OPENING ELEV.
<br />CONCRETE
<br />HYDRANT
<br />I]
<br />CABLE TV PEDESTAL
<br />- 96o _
<br />CONTOUR EXISTING
<br />O
<br />SURVEY MONUMENT SET
<br />0
<br />ELECTRIC TRANSFORMER
<br />sso
<br />CONTOUR PROPOSED
<br />•
<br />SURVEY MONUMENT FOUND
<br />O
<br />ELECTRIC MANHOLE
<br />-o -o -o -o -o-
<br />GUARD RAIL
<br />SURVEY CONTROL POINT
<br />O
<br />ELECTRIC METER
<br />DT
<br />DRAIN TILE
<br />LIGHT POLE
<br />©
<br />GAS METER
<br />ELc
<br />ELECTRIC UNDERGROUND
<br />©
<br />GAS VALVE
<br />-X-X-
<br />FENCE
<br />71)
<br />POWER POLE
<br />HHAND
<br />HOLE
<br />FO
<br />FIBER OPTIC UNDERGROUND
<br />O
<br />SANITARY MANHOLE
<br />Q
<br />SANITARY CLEANOUT
<br />SOIL BORING
<br />cas
<br />GAS UNDERGROUND
<br />TREE CONIFEROUS
<br />oHu
<br />OVERHEAD UTILITY
<br />SIGN
<br />X972-5
<br />GROUND ELEVATION
<br />0
<br />TREE DECIDUOUS
<br />"""""""""
<br />RAILROAD TRACKS
<br />STORM DRAIN
<br />O
<br />TELEPHONE MANHOLE
<br />>
<br />SANITARY SEWER
<br />D
<br />TELEPHONE PEDESTAL
<br />>>
<br />STORM SEWER
<br />sT
<br />STORM MANHOLE
<br />CT--
<br />TRAFFIC SIGNAL
<br />TEL
<br />TELEPHONE UNDERGROUND
<br />�5
<br />YARD LIGHT
<br />Q
<br />UTILITY MANHOLE
<br />uTL
<br />UTILITY UNDERGROUND
<br />®
<br />A/C UNIT
<br />O
<br />WELL
<br />[01
<br />UTILITY PEDESTAL
<br />WATERMAIN
<br />TWP:117-RGE.23-SEC.06
<br />CERTIFICATE OF SURVEY
<br />FILE NO.
<br />64685-023
<br />Hennepin County
<br />ORONO, FOUNDATIONassuiLT
<br />PREPARED FOR:
<br />MINNESOTA NORTON HOMES
<br />1
<br />
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