�Q
<br />GFE=
<br />954.9
<br />F P 3/4" v 14 P / �_ n /T T L v /o I n I /
<br />�ID � � � X89 29 37 E 224.00Mpp Ig
<br />956.4 �� / I FND IP 3/4
<br />952.5 OK 2
<br />/ A 4
<br />� 949.0
<br />/g56�
<br />89.50
<br />---------------------------------------------
<br />P/A,
<br />-------------------- ---------------------P/H
<br />9152 9 "/
<br />h4
<br />89.85
<br />MAP II 6� 1) DRAINAGE & UTILITY EASEMENT '
<br />9/.� o c�� IN o>1) -- PER MAPLEGATE INLET ��� - ` 950.4 `n o
<br />MAP 2 I � � � - - - / � �
<br />" 095.
<br />� / ,L 950.6 0949.9
<br />el-
<br />95 . I / / 0 952.8 OAK 0.. EVR 10p�2 310" / / / 950.60 �- `--� 949.9MAP 0 /(
<br />OAK 24" ( _Jll 52.1 "/)
<br />M 14" / j/ OAK 952.9 -� \ /
<br />9 5.8 953. i \
<br />J j
<br />'��'' \ \ 9 08
<br />L BSBL B�Bi BSBL BSBL BSBL BSBL SSBL BSBL BSBL BSBL BSBL, BSBL BSBL BSBL BSBL BSBL BSBL BSBL
<br />Ltz 7
<br />/J 1 / 9S --948---�' 947.9
<br />�
<br />953.1 '9 " �9S3i MAP 18" /
<br />/ m , o % v? �J 951.8 / IBLOCK 2
<br />F I O I �s3 0 x 9 8.3
<br />ro 952 953.2 9 3.1 9Sq 9 53.2 �SSJ �S� M 10
<br />9
<br />g 952 95� S3 / EVR 8 m
<br />MW M PAT 0 Tj0�F0 ^ GO GR W948.8
<br />MAP 14"
<br />°� (TO BE REMOVED) 95tiB N N 0j
<br />-0
<br />LFTF \`� / / 948.1 - 5/_70441
<br />947.0 ---------
<br />m
<br />m 282s 953.InN p0 � / 948.0
<br />SHED \
<br />l
<br />I m
<br />/,0- rR� / 948.1 MAP 14" m Qy
<br />-- l7 /1 946 4 9,
<br />rA� rGo IT%, 40/
<br />E V R 8 947.1C'V
<br />�IS/TjNGDFS 7 / / W947.8 00
<br />ASPM O\ Cv r0� 2.2 ,g / / � I
<br />^952- A m sg 8 7 o GFE= G'I Of'OSE qOp/ OSED o�
<br />y y 952.2 Rq Ge 0 T/ON V� �, o� / EVR 8
<br />9�J 9 2s /. 8g2 � � � � \ rp`4v r� �S3J Ohm � 946.8
<br />S2, p 5. 2 28 S ?/ S 6Ff, J _ Q Q (S�1
<br />x
<br />�2.
<br />6.0 GFE= J h � 1
<br />sg � Ls 9L 9�3 o rn rD� L 52 2 9S52 �'f`� , f 947.5 .. 2 O 4/�j 947.18 N
<br />2,. w G /
<br />- I U o ...... STAIRS",V m
<br />N ,.95 ,k, �� r_� o G�Rq� SFo ......\3a �........ -� LOT 2 O
<br />M � i v F? �........... �. _..... EVIR I M
<br />\ �qP 1 .................. / o
<br />gs/4 2g„ i �� rC� MAP 18" �0� / ° m I / 949.2
<br />\ /
<br />J I � � l
<br />953.2 948.5 .. ........ '............ 10
<br />m \ h /. pR ........... EVR 8 I
<br />r \ Op.........
<br />n -r o 270' /... ID 'OS, '''97.1 {_'iELM 8" m \ I i._6 i .�
<br />L_v I 1 L
<br />X. VEty .f0... EVR 8 '� C X946.7 m J
<br />4.. / /..... ...... 947.3 '
<br />BSB L BSB 1'� i............
<br />�I BSgL .-BSBL BS BSBL 48.2 .....................
<br />c� O I x. 5p8' ..... ......... BSBL.....BSBL.......BL BSBL BSBL SBL /
<br />Q� i BSBL BSBL BSBL BSBL / w
<br />g ..................................... BSBL
<br />r
<br />/J �94� a �� I . ........N ........OAK / ............... _ 1
<br />oT
<br />CURB lb g��t y ...................., 94685STOP �� jE
<br />949.3 .... 1
<br />WESTERLY EXTENSION OF 948.6 C� OMAY 22" / 1MAP 18" I
<br />NORTH LINE OF LOT 5 �°� - I EVR II / 2 / MAP 10" C J946.9 MAP 10"
<br />FAD 14706 948.9 - 0946.7 194Fsi I
<br />947.8 ��� FND IP I" / _ M/tP 24" \ I
<br />,'FND IP 1/2
<br />935.3
<br />t`
<br />LO
<br />O
<br />r-
<br />04 tV
<br />O
<br />M
<br />O
<br />O
<br />Z
<br />---947--�
<br />4
<br />944.1
<br />943.0
<br />942.9
<br />°? 941.8
<br />CAR,,GF7G
<br />945.9
<br />Q48 n \/
<br />S88°04'09"E 190.06 a�6/ 945.
<br />i
<br />FFE=
<br />947.2
<br />ABLER
<br />^T
<br />5 _r
<br />945.5
<br />VD IP I"
<br />45.9
<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 that 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 North of the Southeast comer 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 comer 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 Fagemess 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 1% 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.f. - 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
<br />Proposed Garage 1 Floor Elevation = 952.4
<br />Proposed Garage 2 Floor Elevation -948.2
<br />Proposed Top of Foundation Elevation = 953.8
<br />Proposed First Floor Elevation = 954.2
<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= 948.84
<br />OS #3= 951.63 OS #7= 947.41
<br />OS #4= 950.80 OS #8= 947.75
<br />Asbuilt Elevations
<br />OHU
<br />Asbuilt Garage 1 Floor Elevation
<br />= 952.2
<br />CBS
<br />= 947.5
<br />Rim=947.2 K
<br />Inv=946.3 rn
<br />`CJ
<br />T
<br />/ N
<br />11'%-r A
<br />HYDRANT
<br />O
<br />SURVEY MONUMENT SET
<br />X972.5 FOUNDATION ASBUILT ELEVATION
<br />SURVEY MONUMENT FOUND
<br />�4-
<br />C
<br />Eo
<br />INV -3 O LSI
<br />r e,
<br />POWER POLE
<br />9457�11� =
<br />SANITARY MANHOLE
<br />Q
<br />O O\
<br />[11
<br />SIGN
<br />»
<br />GROUND ELEVATION
<br />®
<br />STORM DRAIN
<br />sT
<br />L_V I 6 N 0
<br />1 --------
<br />YARD LIGHT
<br />o
<br />li
<br />D
<br />' O
<br />V
<br />Z
<br />1
<br />1 I
<br />T
<br />o cy,
<br />0
<br />00
<br />004.
<br />S
<br />L=
<br />o
<br />QN
<br />�a _ . ���
<br />r
<br />M
<br />I
<br />o N
<br />w z 943.6
<br />LPC
<br />U x.
<br />'✓ _
<br />LJ
<br />tno
<br />E
<br />�01
<br />0 6'
<br />INV=
<br />Q 942.4
<br />w942.1
<br />943.1
<br />LA
<br />Q w
<br />CBR
<br />j w 941.6®
<br />0-W
<br />�w
<br />Q
<br />940.8
<br />I
<br />I 9
<br />1
<br />0 0 "I 6
<br />o
<br />0
<br />o
<br />�
<br />A
<br />/I
<br />1 �
<br />I �
<br />�
<br />I
<br />I
<br />o
<br />I
<br />I
<br />I
<br />M I
<br />c
<br />�
<br />O
<br />� I01
<br />I �
<br />1
<br />1
<br />N 9�
<br />� 1 Q
<br />M 1 �
<br />1
<br />1
<br />1
<br />1
<br />,'FND IP 1/2
<br />935.3
<br />t`
<br />LO
<br />O
<br />r-
<br />04 tV
<br />O
<br />M
<br />O
<br />O
<br />Z
<br />---947--�
<br />4
<br />944.1
<br />943.0
<br />942.9
<br />°? 941.8
<br />CAR,,GF7G
<br />945.9
<br />Q48 n \/
<br />S88°04'09"E 190.06 a�6/ 945.
<br />i
<br />FFE=
<br />947.2
<br />ABLER
<br />^T
<br />5 _r
<br />945.5
<br />VD IP I"
<br />45.9
<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 that 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 North of the Southeast comer 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 comer 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 Fagemess 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 1% 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.f. - 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
<br />Proposed Garage 1 Floor Elevation = 952.4
<br />Proposed Garage 2 Floor Elevation -948.2
<br />Proposed Top of Foundation Elevation = 953.8
<br />Proposed First Floor Elevation = 954.2
<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= 948.84
<br />OS #3= 951.63 OS #7= 947.41
<br />OS #4= 950.80 OS #8= 947.75
<br />Asbuilt Elevations
<br />CAST IRON MONUMENT
<br />Asbuilt Garage 1 Floor Elevation
<br />= 952.2
<br />Asbuilt Garage 2 Floor Elevation
<br />= 947.5
<br />Asbuilt Top of Foundation Elevation
<br />= 953.2
<br />Asbuilt Basement Ftaor Elevation
<br />= 943.1
<br />11'%-r A
<br />HYDRANT
<br />O
<br />SURVEY MONUMENT SET
<br />X972.5 FOUNDATION ASBUILT ELEVATION
<br />SURVEY MONUMENT FOUND
<br />X972.5 GRADING ASBUILT ELEVATION
<br />C
<br />FND IP 3/4 934.0
<br />932.4 33.3 932.8
<br />0 9� FND PK NAIL 'x 932.7 -_
<br />/ g328 25.03 933.1 932.7
<br />N86 °48'37"W
<br />FNDPK NAIL SPIKE
<br />933.4 r
<br />FACE ESS POINT ROAD
<br />932.0
<br />32.
<br />X-9 2.1
<br />sx 931.4 - -
<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
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR or under the laws of the State of Minnesota.
<br />CL 1 EMW 6/7/2016 PROPOSED CONDITIONS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor
<br />DRAWN 2 EMW 11/12/2016 STAKED ADDITION STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 2 d day of D her, 2015.
<br />EMW 3 DBP 12/6/2016 FOUNDATION ASBUILT AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />CHECKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />DBP THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY AV\D G
<br />DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344
<br />12/11/2015 RESULTING FROM ILLEGITIMATE USE. pemberton@sathre.com
<br />OO
<br />CAST IRON MONUMENT
<br />®
<br />CATCH BASIN
<br />Q
<br />FLARED END SECTION
<br />D4
<br />V
<br /><
<br />GUY WIRE
<br />'0'
<br />HYDRANT
<br />O
<br />SURVEY MONUMENT SET
<br />•
<br />SURVEY MONUMENT FOUND
<br />❑H
<br />C
<br />Eo
<br />LIGHT POLE
<br />r e,
<br />POWER POLE
<br />I
<br />SANITARY MANHOLE
<br />Q
<br />SANITARY CLEANOUT
<br />[11
<br />SIGN
<br />»
<br />GROUND ELEVATION
<br />®
<br />STORM DRAIN
<br />sT
<br />STORM MANHOLE
<br />OW
<br />YARD LIGHT
<br />D
<br />S I TWE*`✓
<br />Y
<br />S
<br />iINNI;1'ON
<br />C
<br />�a _ . ���
<br />r
<br />M
<br />A
<br />LPC
<br />'✓ _
<br />P
<br />E
<br />OO
<br />CAST IRON MONUMENT
<br />®
<br />CATCH BASIN
<br />Q
<br />FLARED END SECTION
<br />D4
<br />GATE VALVE
<br /><
<br />GUY WIRE
<br />'0'
<br />HYDRANT
<br />O
<br />SURVEY MONUMENT SET
<br />•
<br />SURVEY MONUMENT FOUND
<br />❑H
<br />SURVEY CONTROL POINT
<br />Eo
<br />LIGHT POLE
<br />�
<br />POWER POLE
<br />OS
<br />SANITARY MANHOLE
<br />Q
<br />SANITARY CLEANOUT
<br />[11
<br />SIGN
<br />»
<br />GROUND ELEVATION
<br />®
<br />STORM DRAIN
<br />sT
<br />STORM MANHOLE
<br />OW
<br />YARD LIGHT
<br />RECEIVED
<br />DEC 0 0 2016
<br />CITY OF ORONO
<br />ORI
<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 scALEnvFEET
<br />A❑
<br />A/C UNIT
<br />©
<br />CABLE TV PEDESTAL
<br />❑E
<br />ELECTRIC TRANSFORMER
<br />OO
<br />ELECTRIC MANHOLE
<br />OO
<br />ELECTRIC METER
<br />©
<br />GAS METER
<br />©
<br />GAS VALVE
<br />-°-°-°-
<br />GUARD RAIL
<br />❑H
<br />HAND HOLE
<br />Eo
<br />SOIL BORING
<br />GAS-
<br />TREE CONIFEROUS
<br />oHu
<br />TREE DECIDUOUS
<br />OO
<br />TELEPHONE MANHOLE
<br />[11
<br />TELEPHONE PEDESTAL
<br />»
<br />TRAFFIC SIGNAL
<br />OU
<br />UTILITY MANHOLE
<br />❑u
<br />UTILITY PEDESTAL
<br />OW
<br />WELL
<br />BITUMINOUS
<br />-SSE-Bse
<br />BUILDING SETBACK LINE
<br />CTv
<br />CABLE TV
<br />CONCRETE CURB
<br />CONCRETE
<br />- 960
<br />_ CONTOUR EXISTING
<br />CONTOUR PROPOSED
<br />DT -
<br />DRAIN TILE
<br />ELc
<br />ELECTRIC UNDERGROUND
<br />-X-X-
<br />FENCE
<br />Eo
<br />FIBER OPTIC UNDERGROUND
<br />GAS-
<br />GAS UNDERGROUND
<br />oHu
<br />OVERHEAD UTILITY
<br />1 1 1 m I
<br />H H HT RAILROAD TRACKS
<br />>
<br />SANITARY SEWER
<br />»
<br />STORM SEWER
<br />TEL
<br />TELEPHONE UNDERGROUND
<br />UTA
<br />UTILITY UNDERGROUND
<br />I
<br />WATERMAIN
<br />TWP.117 - RGE.23 - SEC. 17 FILE NO.
<br />R
<br />��RS Su� Project City: Orono
<br />CERTIFICATE O F SURVEY
<br />Hennepin County 19295-002
<br />w=� SATHRE-BERGQUIST, INC. FOUNDATION ASBUILT
<br />m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 PREPARED FOR:
<br />DENALI CUSTOM HOMES
<br />�
<br />112-
<br />1lJuo - 8 l 325
<br />Rutin A4 -fu PF
<br />
|