Laserfiche WebLink
4 R-28/.`35 <br />� <br />60.91 V� TO) \ <br />,o <br />1 <br />y\ <br />410 <br />'ZO 9S T 20,� <br />I In <br />c - <br />u V <br />N <br />I00 <br />0 J `, <br />�\ <br />I ° <br />�0) ti <br />L <br />O <br />I 1 <br />I <br />V <br />� z <br />N00 <br />O ul <br />O I < <br />W I I <br />z <br />o I <br />L0 e <br />,t I > <br />a' <br />o w <br />� z IZ <br />0 <br />w <br />I Cn 10 <br />0 <br />\ 0 <br />. I I <br />20' <br />/ I 0) <br />/ I 00 <br />I <br />20 W <br />I00 <br />\\\ 10 -t <br />I I oLo <br />\ N <br />\\ I Z <br />I \ <br />C� I I <br />o I I 11 <br />I I <br />I <br />I <br />I I�I <br />I <br />I <br />I I <br />166.81 <br />A=36045'35" <br />R=260.00CID <br />w <br />SAINT ANDREWS ST. <br />- 0, <br />CO <br />�v1 ISI NO`�� <br />50 25 0 25 50 100 <br />SCALE IN FEET <br />I nT <br />1�� <br />FIELD CREW <br />NO. <br />00 <br />DATE <br />61 <br />LJ N <br />1 <br />JPR <br />7/6/2021 <br />I <br />DRAWN <br />JO <br />MA <br />7/15/2021 <br />MOVED HOUSE, RESTAKE HOUSE & OFFSETS <br />D? <br />11) <br />00 <br />(.D <br />SEPTIC DESIGN <br />J Q <br />CO <br />I <br />o <br />z <br />u V <br />N <br />I00 <br />0 J `, <br />�\ <br />I ° <br />�0) ti <br />L <br />O <br />I 1 <br />I <br />V <br />� z <br />N00 <br />O ul <br />O I < <br />W I I <br />z <br />o I <br />L0 e <br />,t I > <br />a' <br />o w <br />� z IZ <br />0 <br />w <br />I Cn 10 <br />0 <br />\ 0 <br />. I I <br />20' <br />/ I 0) <br />/ I 00 <br />I <br />20 W <br />I00 <br />\\\ 10 -t <br />I I oLo <br />\ N <br />\\ I Z <br />I \ <br />C� I I <br />o I I 11 <br />I I <br />I <br />I <br />I I�I <br />I <br />I <br />I I <br />166.81 <br />A=36045'35" <br />R=260.00CID <br />w <br />SAINT ANDREWS ST. <br />- 0, <br />CO <br />�v1 ISI NO`�� <br />50 25 0 25 50 100 <br />SCALE IN FEET <br />I nT <br />1�� <br />FIELD CREW <br />NO. <br />BY <br />DATE <br />REVISION <br />AT <br />1 <br />JPR <br />7/6/2021 <br />NEW HOUSE PLANS <br />DRAWN <br />2 <br />MA <br />7/15/2021 <br />MOVED HOUSE, RESTAKE HOUSE & OFFSETS <br />JPR <br />3 <br />JPR <br />7/26/2021 <br />SEPTIC DESIGN <br />CHECKED <br />4 <br />JPR <br />8/12/2021 <br />LOWERED HOUSE <br />DLS <br />5 <br />MA <br />9/13/2021 <br />FOUNDATION ASBUILT <br />DATE <br />STORM DRAIN <br />STORM MANHOLE <br />❑A <br />02/2/21 <br />wO <br />WELL <br />TWP:117-RGE.23-SEC.06 <br />S <br />C-------_ <br />DESCRIPTION OF PROPERTY SURVEYED <br />\ _ \ Lot 17, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota. <br />Together with that part of Lot 20, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota lying <br />�g> \ . . northwesterly of a line described as commencing at the most northerly corner of said Lot 20; thence on an assumed bearing of South 25 degrees <br />. \. 34 minutes 38 seconds West along the common line of said Lot 20 and Lot 17, said Block 3, LAKEVIEW OF ORONO a distance of 196.54 feet <br />\ ` to the most westerly corner of said Lot 20 being the point of beginning; thence North 69 degrees 21 minutes 41 seconds East a distance of 192.69 <br />-9 7a- \ feet to the northeast line of said Lot 20 and said line there terminating. <br />969�/p \ \ \ . . .� Area= 113,051 sq.ft. - 2.595 acres <br />x 968.3 <br />0616 <br />g \O Qom/ 9j� <br />STANDARD NOTES <br />O sty S \ 1) Site Address: 415 North Arm Drive, Orono, Minnesota 55364 <br />966.8 x \ 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 />Community Panel No. 27053CO284F, effective date of November 4th, 2016. <br />� x 965.5 <br />967.5x / \ \ 3) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: Y 117 RESET which has an elevation of 1013.67 feet <br />\ <br />/ \ \ \ (NAVD88). <br />966.0 /' \ \ \ \ ® x 964.7 \ �c966.0 \ \ 4) Zoning Information: The current Zoning for the subject property is RR -1B (One Family Rural Residential) per the City of Orono's <br />\ zoning map dated March 2011. The setback, height, and floor space area restrictions for said zoning designation were obtained from the <br />x 964.4 \ ,,/\ \ City of Orono found on their web site on the date of January 6th, 2017 and are as follows: <br />966.3 x g66� / i \ \ 9� \ <br />11 965.2 x \ \ \X 66.0 \ ° Principal Structure Setbacks - Street: 50 feet (North Arm Dr) <br />/ x964.1 <br />X 963.2 O Side: 30 feet <br />MOST NORTHERLY - \ \ <br />/ CORNER OF LOT 20 <br />965.1 x x 962.9 Rear: 10 feet (from Conservation Easement) <br />Height: 30 feet <br />52 \ 9 x 9663\ <br />1 <br />a � <br />964. _ x 962.9 \64 / . <br />x \ / \ \ �j Hardcover: 35 percent of lot area (Tier 3 per City of Orono Stormwater Quality Overlay District Map) <br />x 961.2 \6 g6�5 \ \ Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of <br />/ \ x 963.5 I x 967 3 \ 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 />x 960.5 " \ \ l \ Administrator for the current restrictions for this site. <br />1 \ <br />96 4 x / RET (L ���� o x 963.1 M 969 <br />963.8 x /WgLL 95a9 J ��� / / x 964.8\ <br />/ 9 \ �\ 5) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities <br />962.2/ Doti /�, \ ��� h��ti 960.2 �� /964.2 96y\ x !' ,' /o L '.. \ <br />2 \ , O> 968.0 ��, • °� encumbering the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There <br />�T Q °j 3s + °�`' o ti S� \ ' - p :' yQ \ may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place <br />862.8 x / x j 8, a`' �• \6K) 1ti sg��G�� 96R Ik \ (/ • ^^� �9 on or near this site. Before digging, you are required bylaw to notify Gopher State One Call at least 48 hours in advance at <br />96x j �� Tom 96 r� \ x 994.3 � 966 / \ 651/454-0002. <br />S \ I �9 <br />v <br />�� 9s'k 9SS 955.6 FFE= .S 3 96 \ 6 �. <br />h a' Iz •9 4 R : �� 9 <br />/rn oh •6,'cP �9S\ S �2 966.1 � O /9 O ,� : "�0• 6S . <br />961.3 x 957. RB`\ O WOE= tA� S 63 / °� 9 . . . \. . . . . . <br />960.7 x 6 9 O 9 g\/ I �� <br />x 954.3 `S 955.8 /y O d • y 63\ x 965.2 °� .:...' „'...;... <br />\A8 1b. <br />\ 9� x 968.2 9 x. <br />x 954.2 954.5 x 9` �o ,� o 0 9 �� '`� s� \ Proposed Elevations - WO <br />� 954.9 (/�. x \ .. o ....;,.... � 6. \ <br />/c g57•g , `v 963.9 X963.9 : ;.>:.::' ..: Proposed Garage Floor Elevation = 963.9 <br />x 954.0 954.7 x O �. `: ....... ...... <br />S eJ, ...' Proposed Top of Foundation Elevation = 964.2 <br />954.8 M 96 0 <br />��• � � '� ... �.,�... ..6'`.:,: �..... .: � ' � <br />\ . . . Proposed First Floor Elevation = 965.7 <br />\ \ <br />54.2 x 9 R � O o L.: C. x 867.6 Proposed Basement Floor Elevation = 955.5 <br />958.3 x / 953.9 \ x 954.2 SR�. ..� .. 0 .\ ... ` 6� \ \ x <br />57.8 / \ <br />x 954.4 ysQ M� \' :. ` <br />/ / x 953.8 .6 +\ O a / Q TC .:..c1 ...�... ..;. 66 5 96 Asbuilt Elevations <br />/ x 955.8 \ 6 v o� Qj �/ Q. :..:.: D. <br />gS\ \O• / �O o) 9 96 Asbuilt Garage Floor Elevation - 963.9 <br />I 18 F� s\ x 967.3 \ Asbuilt Top of Foundation Elevation = 964.3 (Foundation Asbuilt) <br />\ x 954.4 9} S \l, .... •... '.,. :. .. �� 9 x 967.0 Asbuilt First Floor Elevation = 966.1 <br />/ \ a 9Ss 0 0% 22 .. , . ".,.:' :..'.. 3 66 \ Asbuilt Basement Floor Elevation = 955.6 (Foundation Asbuilt) <br />x 956.9 q F Q> <br />O 96 �. 9� 9 \ <br />x 953.7 O Tj0 0966 3 \ <br />/ 0 955.0 955.0 lel 5b.2 TOF= GFE= g6g.2 \ <br />x 953.3 x 954.0 �i 964.3 963.9 t 7 ss 96g \ +\ �� x <br />956.1 / \ 954.9 954.9 �7^ `: 1. o 6 \ 96, O x 966.9 <br />�g56 x 955.7 �' <br />x 955.7 <br />\ O � --NE LINE OF LOT 20 <br />954.7 0� gS O rlO' '. s 9. ' .,... :.- x \ <br />6/ 1 x 953.4 X954.0 .0- ti �� b ..,: x 965.5 96F <br />h°\ O 6� A �. <br />+ x 955.0 x 955.0 / \ 954.8 h° o� REp I� +��� �� �aS q' : ,. ��0 +\ <br />/ \ 5 h^ s Wq L �� �`�FQ 9 9�� 6� C ss� <br />x 953.3 <br />095568 L N o 0 �,�'�9�6� ,9 x 962.9 <br />x 954.3 x 953.4 / 954. i 954.8 j t G Qs \ x 964.4 (�� x 964.8 / <br />x 953.0 4. S6S 518.2\ 9 % ',9696 6 -0 <br />.9 S- 96 S x 963.3 <br />/ x 953.8I95N6 ��F 9S .i 0 960.6 sO�i x 960.8 <br />x 953.2 6 �S 6� o,5+\I 90 S \ x 96 <br />3.8 <br />x 953.1 x 952.8 �� a -i S, \ x 963.8 <br />952.9 x 954.40 �� �\ \ lq q� \ \ \\ Q \ 960.4 \\2\ k 9628 / / 963.3 x 963.0 <br />x 952.7 <br />x 952.5 953.1 x v °j �o�' 95�+gs \4:i 95� � S i� 96 / <br />/� v �' h S <br />x 952.2 p \rn A \ � 9S \960.4 / x 962.3 x 962.9 � <br />952.1 X v O <br />-952- ' - \ O� Q x 952.7 x 954.9 9S6\ +9sj / / \ \,96 ( ) <br />x 952.2 �� ^ \� \ x \ g �S <br />x 951.7 9566\9� 6 <br />x 951.6 \ � � '5'x 95�\ 9"� <br />X 951.2 0o O <br />\ x 952.2j "v 952 x 952.4 / \' 7J x 959.2 <br />x 951.0 / / N6 A'9,5;, <br />\ 6 <br />\ x 950.6 5R•P U') <br />x 956.2 <br />x 950.5 x 951.1 951.2 x y / /9�y°' 9 rn <br />x 950.1 / <br />S6g o � x 950.4 x 950.7 � / x 955.1 <br />\25,56 e 50-- SEPTIC <br />x / <br />x 949.\ x 950.1951.2 <br />� 949.5P <br />x g4g\ SEPTIC / FN <br />950.4 x / <br />O /9�/ x 952.3 <br />SEPTIC` / O <br />950.0 � 9s� <br />11 �h� I 6 <br />MOST WESTERLY <br />I----- CORNER OF LOT 20 <br />I I <br />/ <br />/ <br />/ <br />/ <br />/ 1 <br />x 946.2 / <br />+9A.,9 / <br />x 945.6 � <br />V / <br />�O <br />0 <br />OQ x <br />n� x <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR <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 />Dated this 9th day of February, 2021. <br />&a& 44LX c <br />Daniel L. Schmidt, PLS Minnesota License No. 26147 <br />Schmidt@sathre.com <br />m `..' + <br />CO <br />Nc�FRs P�P�� <br />x 964.8 <br />off`\T <br />01 <br />965''/0 x 964.5 <br />X 963. �6, \ <br />iQ <br />SATHRE-BERGQUIST, INC. <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />WWW.SATHRE.COM <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 />X972.5 GRADING ASBUILT ELEVATION <br />X972.5 FOUNDATION ASBUILT ELEVATION <br />O <br />CAST IRON MONUMENT <br />CATCH BASIN <br />a. <br />FLARED END SECTION <br />N <br />GATE VALVE <br />< <br />GUY WIRE <br />-� <br />HYDRANT <br />O <br />SURVEY MONUMENT SET <br />• <br />SURVEY MONUMENT FOUND <br />NORTH <br />SURVEY CONTROL POINT <br />Fo <br />LIGHT POLE <br />7h <br />POWER POLE <br />4 <br />SITE ELM ST. <br />°P <br />SANITARY MANHOLE <br />Q <br />SANITARY CLEANOUT <br />972.5 <br />GROUND ELEVATION <br />5�9�'L�nTO <br />STORM DRAIN <br />STORM MANHOLE <br />❑A <br />A/C UNIT <br />wO <br />WELL <br />TWP:117-RGE.23-SEC.06 <br />S <br />C-------_ <br />Hennepin County <br />151 <br />ORONO) <br />MINNESOTA <br />DRAINAGE AND UTILITY EASEMENTS ARE SHOWN <br />HEREON FROM RECORDED PLAT AND <br />LABELED AS SHOWN <br />SURVEY LEGEND <br />WOE WALKOUT ELEVATION <br />FIFE FIRST FLOOR ELEVATION <br />GFE GARAGE FLOOR ELEVATION <br />TOF TOP OF FOUNDATION ELEV <br />LOE LOWEST OPENING ELEV. <br />© CABLE TV PEDESTAL <br />❑E ELECTRIC TRANSFORMER <br />OE ELECTRIC MANHOLE <br />OE ELECTRIC METER <br />© GAS METER <br />© GAS VALVE <br />❑H HAND HOLE <br />SOIL BORING <br />TREE CONIFEROUS <br />TREE DECIDUOUS <br />OT TELEPHONE MANHOLE <br />❑T TELEPHONE PEDESTAL <br />I ----TRAFFIC SIGNAL <br />BITUMINOUS <br />BUILDING SETBACK LINE <br />CTv <br />CABLE TV <br />19 <br />a. <br />CONCRETE <br />- 960 - <br />CONTOUR EXISTING <br />CONTOUR PROPOSED <br />-� <br />GUARD RAIL <br />V <br />DRAIN TILE <br />ETC- <br />ELECTRIC UNDERGROUND <br />NORTH <br />FENCE <br />Fo <br />FIBER OPTIC UNDERGROUND <br />GAS- <br />GAS UNDERGROUND <br />4 <br />SITE ELM ST. <br />°P <br />OVERHEAD UTILITY <br />I <br />N <br />I <br />N <br />> <br />SANITARY SEWER <br />5�9�'L�nTO <br />STORM SEWER <br />TELEPHONE UNDERGROUND <br />T <br />a,y <br />S <br />C-------_ <br />151 <br />T P <br />WESI BRANCH RD. � ti <br />P �. <br />v \ <br />M <br />A <br />AA`' <br />L <br />T I I IN <br />°RE <br />R24W 6 R23w `ST Vj�y <br />oP. <br />P <br />E <br />-�Z <br />- DAK RD. North <br />SURVEY LEGEND <br />WOE WALKOUT ELEVATION <br />FIFE FIRST FLOOR ELEVATION <br />GFE GARAGE FLOOR ELEVATION <br />TOF TOP OF FOUNDATION ELEV <br />LOE LOWEST OPENING ELEV. <br />© CABLE TV PEDESTAL <br />❑E ELECTRIC TRANSFORMER <br />OE ELECTRIC MANHOLE <br />OE ELECTRIC METER <br />© GAS METER <br />© GAS VALVE <br />❑H HAND HOLE <br />SOIL BORING <br />TREE CONIFEROUS <br />TREE DECIDUOUS <br />OT TELEPHONE MANHOLE <br />❑T TELEPHONE PEDESTAL <br />I ----TRAFFIC SIGNAL <br />BITUMINOUS <br />FILE NO. <br />CERTIFICATE OF SURVEY 64685-029 <br />GRADING ASBUILT <br />PREPARED FOR: <br />NORTON HOMES <br />BUILDING SETBACK LINE <br />CTv <br />CABLE TV <br />CONCRETE CURB <br />a. <br />CONCRETE <br />- 960 - <br />CONTOUR EXISTING <br />CONTOUR PROPOSED <br />-� <br />GUARD RAIL <br />DT <br />DRAIN TILE <br />ETC- <br />ELECTRIC UNDERGROUND <br />-X-X- <br />FENCE <br />Fo <br />FIBER OPTIC UNDERGROUND <br />GAS- <br />GAS UNDERGROUND <br />oHu <br />OVERHEAD UTILITY <br />111""""""" <br />RAILROAD TRACKS <br />> <br />SANITARY SEWER <br />STORM SEWER <br />TELEPHONE UNDERGROUND <br />FILE NO. <br />CERTIFICATE OF SURVEY 64685-029 <br />GRADING ASBUILT <br />PREPARED FOR: <br />NORTON HOMES <br />