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<br />DESCRIPTION OF PROPERTY SURVEYED
<br />Lot 2, Block 2, MAPLEGATE INLET
<br />Together with an exclusive easement for dockage purposes over the premises hereinafter described as "Tract A" except that
<br />portion thereof, lying with "Tract B" and a non-exclusive easement for access to and from said dockage easement to Linden
<br />Avenue over the premises hereinafter described as "Tract B'; (said easements are 1000 feet southwest of subject property)
<br />"Tract A" is described as follows: All tht part of Lot 31, Coffee's Addition to Shadywood, commencing at a point on the
<br />East line of said Lot 31, distant 12 feet forth of the Southeast corner thereof; thence Northwesterly at an angle of 73 degrees
<br />from said East line, 46 feet to the point of beginning of the easement being described; thence continuing along said
<br />Northwesterly line 20 feet; thence deflecting 90 degrees right, 40 feet; thence Southwesterly to the point of beginning.
<br />"Tract B" is described as follows: All that part of Lot 31, Coffee's Addition to Shadywood, lying within 2 feet of the following
<br />described centerline: Commencing at the Northeast corner of Lot 3, Block 1, Maplegate Inlet; thence Southerly along the
<br />Easterly line of said Lot 3. a distance of 43.86 feet to a point of curve; thence along the Southerly extension of last -said line 89
<br />feet to the point of beginning of the line being described; thence deflecting left, 68 degrees, 30 minutes to the East line of said Lot
<br />31 and there ending, as shown in Deed Doc. No. 722645.
<br />1. Site Address: 1729 Fagerness Point Road, Orono, MN 55391
<br />2. Flood Zone Information: This property appears to lie in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1 % annual chance sheet flow
<br />flooding where average depths are less than 1 foot, areas of I% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or
<br />areas protected from the 1 % annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in
<br />these zones) per Flood Insurance Rate Map, Community Panel No. 27053C0303E, effective date of September 2nd, 2004.
<br />3. Parcel Area Information: Gross Area: 40,791 s.£ •- 0.93 Sq Ft acres
<br />4. Site Elevation: Elevations are based on MN/DOT Geodetic Station Name: ELWELL MNDT which has an elevation of: 980.36 feet (NAVD88).
<br />5. Zoning Information: The current Zoning for the subject property is LR -1C (One Family Lakeshore Residential) per the City of Orono's zoning map dated March
<br />2011. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono found on their web site on the date of
<br />December 22nd, 2015 and are as follows:
<br />Principal Structure Setbacks Front: 30 feet
<br />Side: 10 feet
<br />Rear: 30 feet
<br />Height: 30 feet
<br />Hardcover: 30 percent of lot area (Tier 2 Stormwater Quality Overlay District Map)
<br />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 />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 />6. Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject
<br />property we are unaware. Please note that we have not placed 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 />Existing Elevations
<br />Garage Floor Elevation = 952.0
<br />First Floor Elevation = 954.8
<br />Proposed Elevations Asbuilt Elevations
<br />Proposed Garage I Floor Elevation ; = 952.4 Asbuilt Garage 1 Floor Elevation = 952.2
<br />Proposed Garage 2 Floor Elevation = 948.2 Asbuilt Garage 2 Floor Elevation = 947.5
<br />Proposed Top of Foundation Elevation = 953.8 Asbuilt Top of Foundation Elevation = 953.2
<br />Proposed First Floor Elevation = 954.2 Asbuilt Basement Floor Elevation = 943.1
<br />Proposed Basement Floor Elevation = 943.5
<br />Offset Irons
<br />(elevations are to the top of pipe)
<br />OS #1= 952.67 OS #5= 949.77
<br />OS #2= 952.64 OS #6= 944.84
<br />OS #3= 951.63 OS #7= 947.41
<br />US O5 #8= X47:75 _
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<br />DESCRIPTION OF PROPERTY SURVEYED
<br />Lot 2, Block 2, MAPLEGATE INLET
<br />Together with an exclusive easement for dockage purposes over the premises hereinafter described as "Tract A" except that
<br />portion thereof, lying with "Tract B" and a non-exclusive easement for access to and from said dockage easement to Linden
<br />Avenue over the premises hereinafter described as "Tract B'; (said easements are 1000 feet southwest of subject property)
<br />"Tract A" is described as follows: All tht part of Lot 31, Coffee's Addition to Shadywood, commencing at a point on the
<br />East line of said Lot 31, distant 12 feet forth of the Southeast corner thereof; thence Northwesterly at an angle of 73 degrees
<br />from said East line, 46 feet to the point of beginning of the easement being described; thence continuing along said
<br />Northwesterly line 20 feet; thence deflecting 90 degrees right, 40 feet; thence Southwesterly to the point of beginning.
<br />"Tract B" is described as follows: All that part of Lot 31, Coffee's Addition to Shadywood, lying within 2 feet of the following
<br />described centerline: Commencing at the Northeast corner of Lot 3, Block 1, Maplegate Inlet; thence Southerly along the
<br />Easterly line of said Lot 3. a distance of 43.86 feet to a point of curve; thence along the Southerly extension of last -said line 89
<br />feet to the point of beginning of the line being described; thence deflecting left, 68 degrees, 30 minutes to the East line of said Lot
<br />31 and there ending, as shown in Deed Doc. No. 722645.
<br />1. Site Address: 1729 Fagerness Point Road, Orono, MN 55391
<br />2. Flood Zone Information: This property appears to lie in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1 % annual chance sheet flow
<br />flooding where average depths are less than 1 foot, areas of I% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or
<br />areas protected from the 1 % annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in
<br />these zones) per Flood Insurance Rate Map, Community Panel No. 27053C0303E, effective date of September 2nd, 2004.
<br />3. Parcel Area Information: Gross Area: 40,791 s.£ •- 0.93 Sq Ft acres
<br />4. Site Elevation: Elevations are based on MN/DOT Geodetic Station Name: ELWELL MNDT which has an elevation of: 980.36 feet (NAVD88).
<br />5. Zoning Information: The current Zoning for the subject property is LR -1C (One Family Lakeshore Residential) per the City of Orono's zoning map dated March
<br />2011. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono found on their web site on the date of
<br />December 22nd, 2015 and are as follows:
<br />Principal Structure Setbacks Front: 30 feet
<br />Side: 10 feet
<br />Rear: 30 feet
<br />Height: 30 feet
<br />Hardcover: 30 percent of lot area (Tier 2 Stormwater Quality Overlay District Map)
<br />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 />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 />6. Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject
<br />property we are unaware. Please note that we have not placed 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 />Existing Elevations
<br />Garage Floor Elevation = 952.0
<br />First Floor Elevation = 954.8
<br />Proposed Elevations Asbuilt Elevations
<br />Proposed Garage I Floor Elevation ; = 952.4 Asbuilt Garage 1 Floor Elevation = 952.2
<br />Proposed Garage 2 Floor Elevation = 948.2 Asbuilt Garage 2 Floor Elevation = 947.5
<br />Proposed Top of Foundation Elevation = 953.8 Asbuilt Top of Foundation Elevation = 953.2
<br />Proposed First Floor Elevation = 954.2 Asbuilt Basement Floor Elevation = 943.1
<br />Proposed Basement Floor Elevation = 943.5
<br />Offset Irons
<br />(elevations are to the top of pipe)
<br />OS #1= 952.67 OS #5= 949.77
<br />OS #2= 952.64 OS #6= 944.84
<br />OS #3= 951.63 OS #7= 947.41
<br />US O5 #8= X47:75 _
<br />City of Orono
<br />Planning 81 Zoning Plan Review
<br />Site Plan Review Date:, + • L
<br />APPROVED
<br />❑ APPROVED WITH REVISIONS (see notes)
<br />❑ DENIED
<br />'/�
<br />N 0 1 +?+
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />20 10 0 10 20 40
<br />SURVEY LEGEND SCALE IN FEET
<br />I
<br />CAST IRON MONUMENT E A/C UNIT - BITUMINOUS
<br />1 1 ® CATCH BASIN © CABLE TV PEDESTAL---sseL- BUILDING SETBACK LINE
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<br />o N 11 9 - M GATE VALVE i CE') ELECTRIC MANHOLE CONCRETE CURB
<br />< GUY WIRE V ELECTRIC METER 6 CONCRETE
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<br />'TY HYDRANT GAS METER Gc� _E" CONTOUR EXIS71NG
<br />CO 1 933.4 _
<br />1`)'1 O SURVEY MONUMENT SET CG) GAS VALVE 9so CONTOUR PROPOSED
<br />FND IP 3/4 934.0
<br />932.4 f---- 932,8 • SURVEY MONUMENT FOUND -°-°-°- GUARD RAIL DT DRAIN TILE
<br />-.� 33.3
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<br />® SANITARY CLEANOUT O TELEPHONE MANHOLE
<br />r7 � SIGN
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<br />972.5 GROUND ELEVATION - TRAFFIC SIGNAL > SANITARY SEWER
<br />FND IP 1/2 �' y 932.0
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<br />32.1- 0 ® STORM DRAIN OO UTILITY MANHOLE
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<br />-- YARD LIGHT ® WELL
<br />s /X9725 FOUNDATION ASBUILT ELEVATION
<br />® DOWNSPOUT . I WATERMAIN
<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 1 am a duly Licensed TW P.117 - RG E.23 - SEC. 17 FILE NO.
<br />USE YANG OF IN O INFOYING,RMATION)
<br />DISTRIBUTION, AND/OR Land Surveyor under the laws of the State of Minnesota. ESS S� Project Cit Orono CERTIFICATE O F SURVEY
<br />CL 1 EMW 6/7/2016 PROPOSED CONDITIONS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS y \�� RAF 1 y' 19295-002
<br />DRAWN 2 EMW 11/12/2016 STAKED ADDITION STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s _ i o Hennepin County
<br />EMW 3 DBP 12/6/2016 FOUNDATION ASBUILT EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 2 d day of De ber, 2015. cu f \ N SAT H R E-BERGQUIST, INC.
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND - PREPARED FOR.
<br />CHECKED 4 EMW 6/20/2017 UPDATED PROPOSED CONDITIONS SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF , p 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES cn
<br />DBP 5 EMW 6122/2017 REVISED DECK TO PATIO THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY jjV11� Com`EYt1an`� �✓�
<br />DENALI
<br />DATE d E N AL I CUSTOM HOMES
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 O� RS P ��
<br />RESULTING FROM ILLEGITIMATE USE. F P
<br />12/11 /2015 pemberton@sathre.com L
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<br />City of Orono
<br />Planning 81 Zoning Plan Review
<br />Site Plan Review Date:, + • L
<br />APPROVED
<br />❑ APPROVED WITH REVISIONS (see notes)
<br />❑ DENIED
<br />'/�
<br />N 0 1 +?+
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />20 10 0 10 20 40
<br />SURVEY LEGEND SCALE IN FEET
<br />I
<br />CAST IRON MONUMENT E A/C UNIT - BITUMINOUS
<br />1 1 ® CATCH BASIN © CABLE TV PEDESTAL---sseL- BUILDING SETBACK LINE
<br />M II Q FLARED END SECTION s G ELECTRIC TRANSFORMER CTv CABLE TV
<br />o N 11 9 - M GATE VALVE i CE') ELECTRIC MANHOLE CONCRETE CURB
<br />< GUY WIRE V ELECTRIC METER 6 CONCRETE
<br />t
<br />'TY HYDRANT GAS METER Gc� _E" CONTOUR EXIS71NG
<br />CO 1 933.4 _
<br />1`)'1 O SURVEY MONUMENT SET CG) GAS VALVE 9so CONTOUR PROPOSED
<br />FND IP 3/4 934.0
<br />932.4 f---- 932,8 • SURVEY MONUMENT FOUND -°-°-°- GUARD RAIL DT DRAIN TILE
<br />-.� 33.3
<br />0 9 1 �` 0 SURVEY CONTROL POINT; 1� HAND HOLE "C--- ELECTRIC UNDERGROUND
<br />933• �' FND PK NAIL 932.7
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<br />.' S LIGHT POLE
<br />WER POLE TREE CONIFEROUS FO FIBER OPTIC UNDERGROUND
<br />NS6°4g13711W QS SONITARY MANHOLE � TREE DECIDUOUS
<br />-- s-- GAS UNDERGROUND
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<br />F�i.J�� ESS POINT 1���� 933.4 ---• _-_____ � orlu OVERHEAD UTILITY
<br />® SANITARY CLEANOUT O TELEPHONE MANHOLE
<br />r7 � SIGN
<br />D TELEPHONE PEDESTAL """"""""" RAILROAD TRACKS
<br />972.5 GROUND ELEVATION - TRAFFIC SIGNAL > SANITARY SEWER
<br />FND IP 1/2 �' y 932.0
<br />» STORM SEWER
<br />32.1- 0 ® STORM DRAIN OO UTILITY MANHOLE
<br />935.3
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<br />x 931.4_"--- - ;
<br />-- YARD LIGHT ® WELL
<br />s /X9725 FOUNDATION ASBUILT ELEVATION
<br />® DOWNSPOUT . I WATERMAIN
<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 1 am a duly Licensed TW P.117 - RG E.23 - SEC. 17 FILE NO.
<br />USE YANG OF IN O INFOYING,RMATION)
<br />DISTRIBUTION, AND/OR Land Surveyor under the laws of the State of Minnesota. ESS S� Project Cit Orono CERTIFICATE O F SURVEY
<br />CL 1 EMW 6/7/2016 PROPOSED CONDITIONS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS y \�� RAF 1 y' 19295-002
<br />DRAWN 2 EMW 11/12/2016 STAKED ADDITION STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s _ i o Hennepin County
<br />EMW 3 DBP 12/6/2016 FOUNDATION ASBUILT EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 2 d day of De ber, 2015. cu f \ N SAT H R E-BERGQUIST, INC.
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND - PREPARED FOR.
<br />CHECKED 4 EMW 6/20/2017 UPDATED PROPOSED CONDITIONS SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF , p 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES cn
<br />DBP 5 EMW 6122/2017 REVISED DECK TO PATIO THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY jjV11� Com`EYt1an`� �✓�
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<br />DATE d E N AL I CUSTOM HOMES
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 O� RS P ��
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