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05-12-2023 Final As-Built
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1837 Fagerness Point Road - 17-117-23-23-0020
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05-12-2023 Final As-Built
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Last modified
8/22/2023 3:34:32 PM
Creation date
5/12/2023 9:35:42 AM
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x Address Old
House Number
1837
Street Name
Fagerness Point
Street Type
Road
Address
1837 Fagerness Point Road
Document Type
Survey
PIN
1711723230020
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ND IP 3/4" <br />955.8 <br />FND IP 3/4" <br />944.7 <br />951.1 x 951.6 <br />r� <br />FND PK NAIL SPIKE <br />�J <br />0 <br />DESCRIPTION OF PROPERTY SURVEYED <br />Lot 3, Block 1, Maplegate Inlet <br />Together with a non-exclusive easement across Lot 31 and an exclusive easement over all that part of Lot 31, Coffee's Addition to Shadywood described as follows: <br />Commencing at a point on the East line of said Lot 31, distant 12 feet North of the Southeast comer thereof; thence Northwesterly at an angle of 73 degrees from <br />said East line, 86 feet to the point of beginning of the easement being described; thence continuing along said Northwesterly line 20 feet; thence deflecting 90 <br />degrees right 40 feet;thence deflecting 90 degrees right 20 feet; thence Southwesterly to the point of beginning as shown in deed Doc. No. 660452; <br />Subject to drainage and utility easement as shown on plat; <br />Torrens Certificate No. 1074121 <br />1. Site Address: 1837 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: 32,069 s.f. - 0.736 Sq Ft acres <br />*We do not affirmatively insure the quantity of acreage set forth in the description <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 />2018. 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: 25 percent of lot area (Tier 1 Stormwater Quality Overlay District Map) <br />- - - -952- - x 947.4 P QD 3T__- <br />... <br />x 953.0 x 950.8 x 42.1 x 941.4 n o t _: ` .... <br />x a� <br />-- <br />............................. <br />x / <br />I <br />943.0 <br />X Please note that the general restrictions for the subject roe may have been amended through a city process. We could be unaware of such amendments if the <br />3g 7 <br />x 952.8 40:4 � X 937.3 ; g J property rtY Y g n P Y <br />o, n 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 />m x 935.2 m:::: <br />x x52.7 S88°28'04"E 237.99 �� ° 1 x 941.8 I site. <br />x950.7 x9 0.4 x93 1 <br />9 0.2 946.2 94 .6 37.0 �\ <br />x 951.4 x 951. o� x 952.9 951.1 X x 951.0 x <br />x 952.5 x o IX 950 �- 947.9 <br />o / 951.2 �� 944.7 9439 - 59 936 <br />0 o rn Z �, <br />Q \ SM-BSBL! BseL- _ _ _ 950 8 - _ � \ o w / ry <br />4 \ \ B�T9B51 9 BseL Bait-B38L G BSBL BSBL�Tg.3- 9�8.4� x 98477 0 °' j ;. .: x942.1 / / 9�4 O TNH= <br />I / / X 9JI.O X BSBL-BSBL-BSBL- _L I <br />`^ p• \ B�eL-e) -BSBL Bs§� Bset. BseL-BSBL-BSBL <br />�J J i`) / x 952.4 i� X 951.2 x 950.9 '•6 i 31.9 948.9 947.7 9416 �: x 941.1 x 939.7 I S 935.3 <br />x 951.8 °000 �i ` 951.5 x 951.3Sc6 1 <br />` x 951.9' / <br />�� 452.1 17.0 i ^ `'� <br />X `\ I x 951.3 co I N / 940.7 <br />.. . <br />952 n TOF= ' I <br />rn <br />953.0 r\ . ..... .. I? I I :: ..... I <br />952'(j' -,I N GFE= I _ - _ <br />477 4:: <br />x 951.2 ` x 951.5 <br />° x 952.3 <br />O wQ ✓ / 3 949.5 8 8 g 8.3.. W <br />A) 951.5 x 1 / x ' I I 5 35.1 o QO <br />gs7 \ \ n rn <br />i -- <br />i_ ---- 9406 x 9 8' x <br />�\ / S� / B 952.0 5.0 12. ------+ 9 7 _ - <br />.. . <br />X 951.4 ------ I _ 9422 _ <br />X 3I , n <br />/x 952.0 / x 935 <br />��. x 952.3 2.� z 952.4 M 945. X 940 3 I / SIGN / N PARKING �s INV_ <br />x 952.1 ^xw0 C6 O a p8�� g46.� / x 942 O x 9V.6 x36.- x33.5 931.0 <br />951.2 x a co O cn Co � Q ° Z Lix194/8.2 / a N 1 I �n q �; <br />_ _ <br />/ x 951.4 x 951.6 x aY z z N J¢ I I /o x 940 x 938.1 936.0 SCURI <br />TOP <br />/ 951.4 x 951.5 951.6 g ° 2.2 0 W N m I d // I O <br />�J 9`a �g5 W� <br />953.7 <br />x948.6 X945.8 m <br />U X Q FFE= " c L a I / I m <br />x 951.4 x 949. = N 094 N ^ * LI 953.5 S� I x 9404 / _IX935.9rn <� <br />X x 950.9 x 950.9 i J ��' X48.6 8 '� 00 \ w IL_�/T �i / x 938 ' <br />i- <br />99562 x ��Q \_ x 951.2 945.7 45. i J S m <br />A� / o�� / x 945.6 x 945.5 1.2 '953. 953.1 951. � S 941.9 / / .: y <br />X i �ui950.7 950.0 i 953.0/V/\ x 836.2 <br />/ o I S N 1.8 951. x 94 I q/� µ S / I ' � _ <br />x x 950.9 l ° �sx 10 x N `r I %X50.4 / F 939.7 1 ax 950.6 950.1 x rn 7 U � ` gL( /C S x 9 8.3 <br />951.4 / 9 X X N O x951. 9499.9 948.8 946.0/ F pFR S / ^� cy <br />,9 BFD= - / I Fj O <br />o /S / \_ x 9 0.1 Qo� x 942.5 x 9/51.2 uoi r\ E�0\S 0� 40 <br />L I <br />����• BSBL�BSBL� SBL �9 9 9 x 31.9 i / / ' �R/ijN 937.5 / 4r�' °� ) <br />X 950.4 esBL�B B � Lo 9 s A., 9, 945.1 ANT 2 95 .8 0 �I Sc\ / / M Q G :: <br />0 U� O B3BL�BSBL�BSBL�gSaL� �9 20l 945.2 95 ,g 7 x 939.2 X /. <br />001 ��� . OHU-�c 950.2 BSBL �8SEL 9 6 x 945.0 X 944.9 � 948.4 948. g 48- 947 - � x 942.6 � S / � <br />«i I x 950.4 x 950.4 BSBL�eei 48 945 944.8 x �44�L 47.6 �6-94 4 4 / / / / \S ' Q �� <br />950.3 x 9 4.5 <br />-� 948.9 48. BseL 44 5 I <br />�g50- x 949.5 1 \ �stj 946.5 �L�aseL�o944.0 943.7 941.8 / / x 936.1 S obi <br />x 950. 1,- x .0 r <br />950.0 \ x 949.8 \ x 9502 gqg <br />x-950.0 <br />x 949.7 <br />I /1 T A <br />L _ �_/ I ` 1- <br />x 945:0 aw- <br />ask 9' 948.1 1 N' 944 'm.-aw- 94 .3 x 938.7 <br />x 943.0 BSaL7gsa,� _ o�33� <br />989 / x 9 0.3}BSBL BSBL�BSBL� �� x 935.9 �T) <br />g }8 5 Bsa< <br />x 949.2 X 948.6 o <br />x1947.9 �/ /�C" x 936.9 <br />x 949.2 I x 946.9 /°�N 9.6 <br />N I �N O \ x 935.8 <br />NI A1Q�°48 x 945.9 pL C 938.1 �.58' <br />IVU ' <br />Jc- n 2 7 x 943.1 939.9 C� x 93.3 6 FND <br />6 w 2.85 \�� gx 937.0 935.7 m <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 />Proposed Elevations <br />Proposed Garage Floor Elevation <br />Proposed Top of Foundation Elevation <br />Proposed Lookout Opening Elevation <br />Proposed Basement Floor Elevation <br />Grading Asbuilt Elevations <br />= 949.7 (Drop) <br />Asbuilt Garage Floor Elevation <br />= 953.0 <br />Asbuilt Top of Foundation <br />= 946.3 <br />Asbuilt First Floor Elevation <br />= 942.75 <br />Asbuilt Basement Floor Elevation <br />X972.5 GRADING ASBUILT ELEVATION <br />X972.5 FOUNDATION ASBUILT ELEVATION <br />= 949.5 <br />= 953.0 (Foundation Asbuilt) <br />= 953.7 <br />= 942.5 (Foundation Asbuilt) <br />Bearings are based on the Hennepin County <br />Coordinate System (NAD 83 - 1986 adj.) <br />20 10 0 10 20 40 <br />SCALE IN FEET <br />SURVEY LEGEND <br />Q <br />CAST IRON MONUMENT <br />© <br />PIEZOMETER <br />WOE <br />WALKOUT ELEVATION <br />O <br />IRON PIPE MONUMENT SET <br />cO-) <br />POWER POLE <br />ly <br />I <br />FIRST FLOOR ELEVATION <br />V <br />IRON PIPE MONUMENT FOUND <br />< <br />GUY WIRE <br />GFE <br />GARAGE FLOOR ELEVATION <br />)1( <br />DRILL HOLE FOUND <br />g i _ <br />ROOF DRAIN <br />C <br />TOP OF FOUNDATION ELEV. <br />X <br />CHISELED "X" MONUMENT SET <br />LIFT STATION <br />LOE <br />LOWEST OPENING ELEV. <br />X <br />CHISELED "X" MONUMENT FOUNDSQ <br />SANITARY MANHOLE <br />CONCRETE <br /># <br />REBAR MONUMENT FOUND <br />N <br />SANITARY CLEANOUT <br />BITUMINOUS <br />L <br />PK NAIL MONUMENT SET <br />ST <br />STORM MANHOLE <br />,OP ' <br />BUILDING SETBACK LINE <br />A <br />O <br />® <br />i� 1k ', <br />CTv <br />T <br />® <br />PK NAIL W/ ALUMINUM DISC <br />M <br />CATCH BASIN <br />y <br />CONCRETE CURB <br />SURVEY CONTROL POINT <br />4 <br />FLARED END SECTION <br />S <br />_ CONTOUR EXISTING <br />Q <br />A/C UNIT <br />TREE CONIFEROUS <br />9so <br />CONTOUR PROPOSED <br />© <br />M <br />AC <br />TREE DECIDUOUS <br />-o-:,-o-;---o- GUARD RAIL <br />❑E <br />A <br />L <br />TREE CONIFEROUS REMOVED <br />,> <br />DRAIN TILE <br />P <br />E�o <br />TREE DECIDUOUS REMOVED <br />ELc <br />ELECTRIC UNDERGROUND <br />OE <br />ELECTRIC METER <br />O <br />TELEPHONE MANHOLE <br />X972.5 GRADING ASBUILT ELEVATION <br />X972.5 FOUNDATION ASBUILT ELEVATION <br />= 949.5 <br />= 953.0 (Foundation Asbuilt) <br />= 953.7 <br />= 942.5 (Foundation Asbuilt) <br />Bearings are based on the Hennepin County <br />Coordinate System (NAD 83 - 1986 adj.) <br />20 10 0 10 20 40 <br />SCALE IN FEET <br />SURVEY LEGEND <br />Q <br />CAST IRON MONUMENT <br />© <br />PIEZOMETER <br />WOE <br />WALKOUT ELEVATION <br />O <br />IRON PIPE MONUMENT SET <br />cO-) <br />POWER POLE <br />FFE <br />FIRST FLOOR ELEVATION <br />• <br />IRON PIPE MONUMENT FOUND <br />< <br />GUY WIRE <br />GFE <br />GARAGE FLOOR ELEVATION <br />)1( <br />DRILL HOLE FOUND <br />RD <br />ROOF DRAIN <br />TOF <br />TOP OF FOUNDATION ELEV. <br />X <br />CHISELED "X" MONUMENT SET <br />LIFT STATION <br />LOE <br />LOWEST OPENING ELEV. <br />X <br />CHISELED "X" MONUMENT FOUNDSQ <br />SANITARY MANHOLE <br />CONCRETE <br /># <br />REBAR MONUMENT FOUND <br />® <br />SANITARY CLEANOUT <br />BITUMINOUS <br />L <br />PK NAIL MONUMENT SET <br />ST <br />STORM MANHOLE <br />BUILDING SETBACK LINE <br />A <br />PK NAIL MONUMENT FOUND <br />® <br />STORM DRAIN <br />CTv <br />CABLE TV <br />® <br />PK NAIL W/ ALUMINUM DISC <br />M <br />CATCH BASIN <br />CONCRETE CURB <br />SURVEY CONTROL POINT <br />4 <br />FLARED END SECTION <br />-960 <br />_ CONTOUR EXISTING <br />Q <br />A/C UNIT <br />TREE CONIFEROUS <br />9so <br />CONTOUR PROPOSED <br />© <br />CABLE TV PEDESTAL <br />TREE DECIDUOUS <br />-o-:,-o-;---o- GUARD RAIL <br />❑E <br />ELECTRIC TRANSFORMER <br />TREE CONIFEROUS REMOVED <br />DT <br />DRAIN TILE <br />QE <br />ELECTRIC MANHOLE <br />TREE DECIDUOUS REMOVED <br />ELc <br />ELECTRIC UNDERGROUND <br />OE <br />ELECTRIC METER <br />O <br />TELEPHONE MANHOLE <br />-X-X- <br />FENCE <br />m <br />ELECTRIC OUTLET <br />❑T <br />TELEPHONE PEDESTAL <br />Fo <br />FIBER OPTIC UNDERGROUND <br />0 <br />YARD LIGHT <br />Q <br />UTILITY MANHOLE <br />GAS- <br />GAS UNDERGROUND <br />3 <br />LIGHT POLE <br />Q <br />UTILITY PEDESTAL <br />OHu <br />OVERHEAD UTILITY <br />Q <br />FIBER OPTIC MANHOLE <br />Q <br />UTILITY VAULT <br />TREE LINE <br />=0FIRE <br />DEPT. HOOK UP <br />@WATERMAIN <br />MANHOLE <br />> <br />SANITARY SEWER <br />I <br />FLAG POLE <br />® <br />WATER METER <br />» <br />STORM SEWER <br />EP <br />FUEL PUMP <br />m03 <br />WATER SPIGOT <br />TEL <br />TELEPHONE UNDERGROUND <br />FT <br />FUEL TANK <br />(9 <br />WELL <br />RETAINING WALL <br />FFTI <br />PROPANE TANK <br />raw <br />MONITORING WELL <br />UTL <br />UTILITY UNDERGROUND <br />© <br />GAS METER <br />m <br />CURB STOP <br />I <br />WATERMAIN <br />p� <br />GAS VALVE <br />M <br />GATE VALVE <br />TRAFFIC SIGNAL <br />© <br />GAS MANHOLE <br />HYDRANT <br />RAILROAD TRACKS <br />cE <br />GENERATOR <br />ITRvl <br />IRRIGATION VALVE <br />$ <br />RAILROAD SIGNAL <br />® <br />GUARD POST <br />Piv <br />POST INDICATOR VALVE <br />0- <br />RAILROAD SWITCH <br />0 <br />HAND HOLE <br />SIGN <br />SATELLITE DISH <br />0 <br />MAIL BOX <br />se <br />SOIL BORING <br />WETLAND BUFFER SIGN <br />FIELD CREW <br />NO. <br />BY <br />DATE <br />REVISION <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/ORCT <br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS <br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s <br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID <br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND <br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF <br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES <br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY <br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES <br />RESULTING FROM ILLEGITIMATE USE. <br />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 />Land Surveyor under the laws of the State of Minnesota. <br />y <br />Dated this 25th day of May, 2022. <br />Daniel L. Schmidt PLS Minnesota License No. 26147cd'F <br />schmidt@sathre.com <br />RS <br />�� <br />�� <br />cu <br />c0c w <br />N <br />RS <br />SU <br />R� <br />F� <br />N <br />co <br />4� <br />p4� <br />9 <br />SAT H R E-BERGQUIST INC. <br />7 <br />14000 25TH AVENUE NORTH, SUITE 120 <br />PLYMOUTH MN 55447 (952) 476-6000 <br />WWW.SATHRE.COM <br />TW P:117 -RG E.23-SEC.17 <br />CERTIFICATE OF SURVEY <br />GRADING ASBUILT <br />PREPARED FOR: <br />DENALI CUSTOM HOMES <br />FILE NO. <br />19295-024 <br />DM AK 1 JRS 11/2/2021 PLACEMENT SKETCH "A" <br />Hennepin County <br />DRAWN 2 JRS 11/5/2021 PROPOSED CONDITIONS <br />r\ p <br />r N 7 <br />MINNESOTA <br />A <br />I <br />EMW 3 JRS 12/13/2021 REVISED PROP COND PER CLIENT NOTES <br />CHECKED 4 JRS 12/14/2021 REMOVED EXISTING SHED <br />DLS 5 JRS 4/25/2022 HOUSE STAKED IN FIELD (AT) JRS <br />DATE 6 JRS 5/25/2022 FOUNDATION ASBUILT (AT) <br />5-18-21 7 TS 11/15/2022 GRADING ASBUILT <br />
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