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�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.. 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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 />