Laserfiche WebLink
DESCRIPTION OF PROPERTY SURVEYED <br />Lot 13, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota <br />1) Site Address: 610 Lakeview Parkway, Orono, Minnesota 55364 <br />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 I% 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 />3) Parcel Area Information: Gross Area: 100,058 s.f. - 2.297 acres <br />4) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: Y 117 RESET which has an elevation of 1013.67 feet <br />(NAVD88). <br />5) 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 />City of Orono found on their web site on the date of January 6th, 2017 and are as follows: <br />Principal Structure Setbacks - Front: 50 feet (Lakeview Parkway) <br />Side: 30 feet <br />Rear: 50 feet, 10 feet (from Conservation Easement) <br />Height: 30 feet <br />Hardcover: 35 percent of lot area (Tier 3 per City of Orono Stormwatcr 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 <br />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 />Administrator for the current restrictions for this site. <br />6) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities <br />encumbering the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There <br />may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place <br />on or near this site. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at <br />651/454-0002. <br />Proposed Elevations <br />Proposed Garage Floor Elevation <br />= 958.9 <br />Proposed Top of Foundation Elevation <br />= 959.2 <br />Proposed First Floor Elevation <br />= 960.7 <br />Proposed Basement Floor Elevation <br />= 950.5 <br />Existin>s Elevations <br />Existing Garage Floor Elevation = 958.8 <br />Existing First Floor Elevation = 961.0 <br />Existing Top of Foundation Elevation = 959.3 (Foundation Asbuilt) <br />Existing Basement Floor Elevation = 950.7 <br />i <br />�Z'N <br />FN <br />9$/O /p / <br />�2 \ <br />953 /A / <br />000 <br />gb \ 2 <br />\ , <br />I i\T I A <br />I /1T <br />\ <br />OAK 1 \ <br />2" <br />/ 941.7 \ \�, �� ,' i PRIMARY <br />/ \ \\ ' 1 \ SEPTIC SIT 26j <br />\ \� \ <br />1jro�� +C/ <br />S62 x 943.5 <br />+ \ / ;- NA\ <br />{ <br />\ x 943.2 ----- \\\ <br />Ln <br />\ y i \ <br />C9 / y'\4\ x 945.3 <br />948.1 x\ "01 <br />v \ \\ x 945.2 \ \ <br />\ \ \ V \ <br />m / x 949.4Ar <br />\ \\ / \ Fq F/O� mo <br />\ 9 <br />48 x 942.2 \ / -- __, <br />Q), <br />\_- 4 \ <br />fig? <br />\ / � \ �951.7 \ \ x 945.1 ) \ �\\ � , \ l`� <br />+ \ \ x 953.8 947.7 <br />\ <br />o�OVO\ \ ? <br />CO \S\ \ \ \ X'950. \ \ +\ <br />N T <br />/ I x 957.5 SAO +� \ �, x 949.0 \ 9Q \ 941.9 .Q' .. <br />6� CD / L 9S x 947. 6 \ ` \ ' UT R <br />96 0 \ \ u IRV \ / `\ ' SEPT E <br />` \ 6\ \ x \ �A / i T -�\ o : 2X1211 <br />0') <br />+ I x 956.7 + 950 9 \ ` \ S� \ <br />� <br />�� X I o,�D \\ 9s6\ \ \ x 948.6 \ �\ \ \ `------------------------ o 938.6 <br />/I <br />\ <br />X 957.5 A x 951.3 \ \ ' ` \ <br />+o, \ + I /�� +93\ \ 943.8 x 942.0 <br />o, �\ x 957.5 O 80 Ar <br />g I ^ ��� +� I 95,8p.0/ /3 0 9S) \ 9 \ x 947 0 <br />+ / <br />0�. 5 5 x 948.8 \ / F F 22" 124 <br />+� + <br />\ �....:..... <br />\ I �/6 > 30 9s\�Q ( 942.4 <br />I rn O O \\ x 949.5 \ F� 9J?sr� <br />\ \ \ .\ <br />/ \ \ \ \ T� ; <br />+ \ <br />971.9 �1°' / ^• • S \ .+ \ \ \ <br />°j GFE= \ 9AG \ \ �\ 4X22 I� / \ \\ ,..:..:. ;. • . ' : ` / <br />6. g) +� ��o 1 / 958.8 \\ 6 \ \ x 943.7 \ \ 0940. � �\ <br />AN�� \ \ k I I I rn/ , p O \ x 948.5 \\ \` <br />9� X ' 95.8, \ \ l /3 \ <br />g2,.. x 971.6 \ I I I I/ i B ... /3� \ \ \ \ I \ <br />:....,: 9734 <br />95 \ x 944.9 \ `\ \ <br />x <br />3 ..\ <br />S �\ \ \ \ <br />� 949.8943.4 <br />Y• <br />73 2 <br />\ \ <br />-:.....: : x 9 Ov5 947 I ` 'Al <br />ORI ::.:.' .. \ 966.3 x i - O <br />x <br />\ \ B� : '' :' N 950.2 \ 5 <br />60 \ <br />�\ N 0S <br />.. <br />\ o <br />c� \ <br />:.:......... BLOCK <br />3 \ <br />O <br />_ \ ED 14 <br />d C \ <br />D e�. <br />WOE <br />\ k \ <br />Bearings r on Hennepin nt x <br />9 <br />ea s a e based o eCounty ' � \ <br />9Y 950 7 �\ <br />,. ....,9) 72. \ i �� :: -.'.:... ;. � 48 \ x'939.7 V <br />:...°:•.;:: p':... .° :. ::.:.:......;3 60.1 2 \ x 945.1 p ; . ^...:�:, •. \ <br />Coordinate System (NAD 83 1986 adj.) <br />:.: \6 0 ��o <br />x 949.4\ ��'\�.EGA �• <br />9586g�o,°�OAK 1411O +\ g >++.+++. 0 °' \ \ \6�� \ OAK I6 \•' \ <br />\ i S % . rn �a \ - _ 6 938.3 \ <br />20 1 1 2 4 x s� <br />0 0 0 0 0 s s47 \ 9. <br />�,...., ... .: :.:: L� 3 5 936 3 <br />: <br />\ , �\ \ \ J d + o N 95p 0 949 I 1 \ x \ 42 8 \ l i8 . .: 1 <br />\ Q \ \ V- <br />93,;, 0 \ D� <br />,. :.. � s� + 958r 9g(9 949.5 9� _ PROPOSED.S q,,' , <br />\ �+ .�+ 0 \ 35.4 <br />SCALE 1N FEET \ \ 959.0" , 9 0 , s A\ \ off' x <br />\ \ \ !�+ s r� a \ LIFT STATION 939.2 1 <br />+. + \ + g5 S .�o« FFE= cr 1 <br />9J' ,.. ":..:` .. 9j 9j \ 9 ✓, +� i 0 CP 95�' x 948.9 \ \ \INV= o� <br />3..:.. ! 6O �`. 6 961.0 ° 949.5 /� s \ \ \3 1 <br />sT ham'' i.; �-, ` 0 946.3 \ 6.4 x 939.2 \ 1 x 936.7 <br />+9S9D X95 \ \ <br />-... <br />949 7 > <br />.. + \ ;...:::. <br />x <br />/ d <br />X / <br />\ \ ss \ / (�. .9fi0.f = .'..,.:.:::.++ 9 + 9SB.+F.++.� �.�N '� _ 50.519 <br />�S \ 8 <br />> :.. .....:: x <br />O ��\. 93 <br />.+ s 0 R 9s'\ s <br />O O �\ / E \ <br />�2 of kg G G \ 0\ S P xIRV x 949.5 \ x 943.3 >> - \937.9 <br />x \ , 960,6' `+ -o S N - PROPOSED INV1411 <br />I <br />X 5 <br />934.1 935. <br />s R <br />i 951.2 <br />\ \ >\ <br />� 9si� 1 �. � Q x 934.3 <br />o \ <br />-� IPG TANK I <br />'+'+* 952`INV- x 934.2 x 934.1 <br />9619 ..:::..., \ +� 0 9s \\ ) \ <br />.::...:::.:......: C <br />,: x 0.5 \ <br />+ °� + / x 951.0 `\ , 93 x 934.1 I \ <br />9] +"'� +++ ++\.+� +oi ° N � l . 95\� A x 947.1 ��6;:..:r.::..'����. ��� <br />/Q.. \''' +✓ + + + \+�`b+max ++� \\\ X x 935.1 <br />\ ° ri 9 f \ \ �.. g.. \ x 933.9 <br />\\+ „::':.• \.+! +oi n \\ 933.9 I 1 <br />�2 \ 96 <br />5- <br />\ <br />� <br />S 2 5 <br />3 �h <br />� x o <br />- 8 933 7 <br />\ \ <br />3. N <br />+ , \ 0,5 IRV \ \ \ 5 %7 + <br />Q�. \ � +_-� \ \ 952.2x \ x 951.9_ \ .3 ' n g � x <br />\ /:, s6 ' x 959.4 x 950.1 \ x 945.5 \ 49 W 6 338 x <br />.5... 9 \ \ l l 953.1 -952 5a ...:.. ...:::....: .6'..... J�•Q g 933.7 <br />\� \\ \\ ,in. S \ x \ 8 3\ <br />!/ Q s �. y \+ x 952.4 x 951.8 ' ° \ \ + \ \ \ x 947.3 / _� \ <br />{> \\ Oo \ `\ WATER <br />�j S7 OO <br />Gd \ x 949.0 <br />A cS. x 953.4 <br />964:5. x 953.0 x 950.4 <br />! <br />+ \ x 96 <br />00, <br />9 9. . <br />96'9 / °i \ \ <br />.... <br />o / <br />\x <br />x9 <br />536 9 <br />6� 0 <br />N <br />SURVEY LEGEND X 57.8 <br />96 <br />,...: :. .: ... 9 <br />� N x x 954.2 <br />954 9 <br />• <br />O CAST IRON MONUMENT WOE WALKOUT ELEVATION BITUMINOUS +, •`.�yf ; :." :,; ,;: 9. \ d: , `:..' ;� rn <br />�.:.:...... WAL <br />9 964.7958.1 :.::. ~. �g <br />® CATCH BASIN FIFE FIRST FLOOR ELEVATION BUILDING SETBACK LINE o o \ P«' `V... ,::::+\ o \ <br />Q FLARED END SECTION GFE GARAGE FLOOR ELEVATION CTV CABLE TV 9` x<66.2 '` I \ 56\}R g 2<j3 30 512 2 <br />e s� <br />DJ <br />GATE VALVE <br />TOF <br />TOP OF FOUNDATION ELEV. <br />CONCRETE CURB <br />19 <br />< <br />GUY WIRE <br />V <br />LOWEST OPENING ELEV. <br />CONCRETE ' . `': ':::..,..: <br />..`::, :. :.:,b, ,, <br />x 958.8 <br />g5 <br />7. A � <br />HYDRANT <br />C <br />I <br />CABLE TV PEDESTAL8 <br />m <br />CONTOUR EXISTING .. ... .. '::.: <br />\ <br />` . r .... <br />qk T. <br />SITE <br />n - <br />N <br />I <br />N <br />O <br />8 .:.::\.: : • .:::..' <br />�:.. <br />9 <br />\r yam- <br />SURVEY MONUMENT SET <br />T <br />ELECTRIC TRANSFORMER <br />6 .., <br />CONTOUR PROPOSED .. , ..,•.;...::. <br />:. <br />g'..<"�.: 6 <br />Y <br />S <br />C <br />.:' ct< •: :.:9 0 <br />X15 <br />WEST BRANCH RD, <br />= <br />SURVEY MONUMENT FOUND <br />M <br />A <br />----�-�- GUARD RAIL <br />;:.' `.. ,:,...:::•' <br />TI 17n MS <br />A <br />L <br />:. <br />Fp <br />1 f, NE� ° <br />SURVEY CONTROL POINT <br />(E) <br />E <br />:::...:.:,.::'.:::` <br />DT DRAIN TILE <br />c�0.;:, •...::' <br />R24W R23W <br />11 7C°kE �y Ory. <br />- DANT RD. North <br />g6\�':`::,.`. <br />/ \ <br />LIGHT POLE <br />DJ <br />GATE VALVE <br />TOF <br />TOP OF FOUNDATION ELEV. <br />CONCRETE CURB <br />< <br />GUY WIRE <br />LOE <br />LOWEST OPENING ELEV. <br />CONCRETE ' . `': ':::..,..: <br />..`::, :. :.:,b, ,, <br />x 958.8 <br />g5 <br />HYDRANT <br />IT <br />CABLE TV PEDESTAL8 <br />m <br />CONTOUR EXISTING .. ... .. '::.: <br />\ <br />` . r .... <br />. <br />( x 961.6 <br />8 .:.::\.: : • .:::..' <br />�:.. <br />O <br />SURVEY MONUMENT SET <br />❑E <br />ELECTRIC TRANSFORMER <br />6 .., <br />CONTOUR PROPOSED .. , ..,•.;...::. <br />:. <br />g'..<"�.: 6 <br />mss <br />: ; <br />.:' ct< •: :.:9 0 <br />/ <br />• <br />SURVEY MONUMENT FOUND <br />OO <br />ELECTRIC MANHOLE <br />----�-�- GUARD RAIL <br />;:.' `.. ,:,...:::•' <br />961 �+ <br />+\ <br />:. <br />SURVEY CONTROL POINT <br />(E) <br />ELECTRIC METER <br />:::...:.:,.::'.:::` <br />DT DRAIN TILE <br />c�0.;:, •...::' <br />: ' :. <br />g6\�':`::,.`. <br />/ \ <br />LIGHT POLE <br />© <br />GAS METER <br />ELC ELECTRIC UNDERGROUND ��.:.::. ..; <br />::: • .:...:,•.::`.,.:::..:��: <br />9 <br />`0, <br />POWER POLE <br />© <br />GAS VALVE <br />-X-X- � <br />FENCE ..::...: <br />:.` .."",: ::: .`::::;<::..,Q: <br />::.,"::< <br />............. <br />9 <br />4:..::. <br />/ <br />0 HAND HOLE Fo FIBER OPTIC UNDERGROUND, 6S. g: 96s.g <br />\ SANITARY MANHOLE <br />SOIL BORING GAS o .: <br />SANITARY CLEANOUT GAS UNDERGROUND �� <br />SIGN TREE CONIFEROUS oHu OVERHEAD UTILITY: 2 <br />X972.5 GROUND ELEVATION \ TREE DECIDUOUS RAILROAD TRACKS <br />rn <br />STORM DRAIN <br />OT TELEPHONE MANHOLE > SANITARY SEWER <br />❑T TELEPHONE PEDESTAL » STORM SEWER <br />sT STORM MANHOLE TEL TELEPHONE UNDERGROUND <br />TRAFFIC SIGNAL 9: <br />b YARD LIGHT <br />O UTILITY MANHOLE uTL UTILITY UNDERGROUND - <br />0 A/C UNIT 0 UTILITY PEDESTAL WATERMAIN \ <br />O WELL X972.5 GRADING ASBUILT ELEVATION X972.5 FOUNDATION ASBUILT ELEVATION. <br />FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR 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 />AK 1 JPR 12/2/2021 FOUNDATION ASBUILTCONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. <br />DRAWN 2 JPR 9/23/2022 GRADING ASBUILT STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s <br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID <br />JPR AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND <br />CHECKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF <br />DLS ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES <br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY <br />DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES <br />9/9/21 RESULTING FROM ILLEGITIMATE USE. <br />Dated this 13th day of October, 2021. <br />Daniel L. Schmidt, PLS Minnesota License No. 26147 <br />Schmidt@sathre.com <br />C9 � <br />0N <br />W <br />m . _r <br />CO <br />Nc�FRs P�P�� <br />SATHRE-BERGQUIST, INC. <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />WWW.SATHRE.COM <br />TWPA 17-RGE.23-SEC.06 <br />Hennepin County <br />ORONO, <br />MINNESOTA <br />960 <br />CERTIFICATE OF SURVEY <br />GRADING ASBUILT <br />PREPARED FOR: <br />NORTON HOMES <br />3 <br />O <br />rnL0 <br />N <br />No <br />L0 <br />0 <br />V) <br />O <br />9362 /p /2 <br />/-\I TTI /\T A <br />V V I L.\./ I n <br />FILE NO. <br />64685-057 <br />1 <br />1 <br />