Loading...
HomeMy WebLinkAbout2022 Grading As-BuiltDESCRIPTION OF PROPERTY SURVEYED Lot 13, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota 1) Site Address: 610 Lakeview Parkway, Orono, Minnesota 55364 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 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 areas protected from the I% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones.) per Flood Insurance Rate Map, Community Panel No. 27053CO284F, effective date of November 4th, 2016. 3) Parcel Area Information: Gross Area: 100,058 s.f. - 2.297 acres 4) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: Y 117 RESET which has an elevation of 1013.67 feet (NAVD88). 5) Zoning Information: The current Zoning for the subject property is RR -1B (One Family Rural Residential) per the City of Orono's zoning map dated March 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 January 6th, 2017 and are as follows: Principal Structure Setbacks - Front: 50 feet (Lakeview Parkway) Side: 30 feet Rear: 50 feet, 10 feet (from Conservation Easement) Height: 30 feet Hardcover: 35 percent of lot area (Tier 3 per City of Orono Stormwatcr Quality Overlay District Map) 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 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 site. 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 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 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 Gopher State One Call at least 48 hours in advance at 651/454-0002. Proposed Elevations Proposed Garage Floor Elevation = 958.9 Proposed Top of Foundation Elevation = 959.2 Proposed First Floor Elevation = 960.7 Proposed Basement Floor Elevation = 950.5 Existin>s Elevations Existing Garage Floor Elevation = 958.8 Existing First Floor Elevation = 961.0 Existing Top of Foundation Elevation = 959.3 (Foundation Asbuilt) Existing Basement Floor Elevation = 950.7 i �Z'N FN 9$/O /p / �2 \ 953 /A / 000 gb \ 2 \ , I i\T I A I /1T \ OAK 1 \ 2" / 941.7 \ \�, �� ,' i PRIMARY / \ \\ ' 1 \ SEPTIC SIT 26j \ \� \ 1jro�� +C/ S62 x 943.5 + \ / ;- NA\ { \ x 943.2 ----- \\\ Ln \ y i \ C9 / y'\4\ x 945.3 948.1 x\ "01 v \ \\ x 945.2 \ \ \ \ \ V \ m / x 949.4Ar \ \\ / \ Fq F/O� mo \ 9 48 x 942.2 \ / -- __, Q), \_- 4 \ fig? \ / � \ �951.7 \ \ x 945.1 ) \ �\\ � , \ l`� + \ \ x 953.8 947.7 \ o�OVO\ \ ? CO \S\ \ \ \ X'950. \ \ +\ N T / I x 957.5 SAO +� \ �, x 949.0 \ 9Q \ 941.9 .Q' .. 6� CD / L 9S x 947. 6 \ ` \ ' UT R 96 0 \ \ u IRV \ / `\ ' SEPT E ` \ 6\ \ x \ �A / i T -�\ o : 2X1211 0') + I x 956.7 + 950 9 \ ` \ S� \ � �� X I o,�D \\ 9s6\ \ \ x 948.6 \ �\ \ \ `------------------------ o 938.6 /I \ X 957.5 A x 951.3 \ \ ' ` \ +o, \ + I /�� +93\ \ 943.8 x 942.0 o, �\ x 957.5 O 80 Ar g I ^ ��� +� I 95,8p.0/ /3 0 9S) \ 9 \ x 947 0 + / 0�. 5 5 x 948.8 \ / F F 22" 124 +� + \ �....:..... \ I �/6 > 30 9s\�Q ( 942.4 I rn O O \\ x 949.5 \ F� 9J?sr� \ \ \ .\ / \ \ \ \ T� ; + \ 971.9 �1°' / ^• • S \ .+ \ \ \ °j GFE= \ 9AG \ \ �\ 4X22 I� / \ \\ ,..:..:. ;. • . ' : ` / 6. g) +� ��o 1 / 958.8 \\ 6 \ \ x 943.7 \ \ 0940. � �\ AN�� \ \ k I I I rn/ , p O \ x 948.5 \\ \` 9� X ' 95.8, \ \ l /3 \ g2,.. x 971.6 \ I I I I/ i B ... /3� \ \ \ \ I \ :....,: 9734 95 \ x 944.9 \ `\ \ x 3 ..\ S �\ \ \ \ � 949.8943.4 Y• 73 2 \ \ -:.....: : x 9 Ov5 947 I ` 'Al ORI ::.:.' .. \ 966.3 x i - O x \ \ B� : '' :' N 950.2 \ 5 60 \ �\ N 0S .. \ o c� \ :.:......... BLOCK 3 \ O _ \ ED 14 d C \ D e�. WOE \ k \ Bearings r on Hennepin nt x 9 ea s a e based o eCounty ' � \ 9Y 950 7 �\ ,. ....,9) 72. \ i �� :: -.'.:... ;. � 48 \ x'939.7 V :...°:•.;:: p':... .° :. ::.:.:......;3 60.1 2 \ x 945.1 p ; . ^...:�:, •. \ Coordinate System (NAD 83 1986 adj.) :.: \6 0 ��o x 949.4\ ��'\�.EGA �• 9586g�o,°�OAK 1411O +\ g >++.+++. 0 °' \ \ \6�� \ OAK I6 \•' \ \ i S % . rn �a \ - _ 6 938.3 \ 20 1 1 2 4 x s� 0 0 0 0 0 s s47 \ 9. �,...., ... .: :.:: L� 3 5 936 3 : \ , �\ \ \ J d + o N 95p 0 949 I 1 \ x \ 42 8 \ l i8 . .: 1 \ Q \ \ V- 93,;, 0 \ D� ,. :.. � s� + 958r 9g(9 949.5 9� _ PROPOSED.S q,,' , \ �+ .�+ 0 \ 35.4 SCALE 1N FEET \ \ 959.0" , 9 0 , s A\ \ off' x \ \ \ !�+ s r� a \ LIFT STATION 939.2 1 +. + \ + g5 S .�o« FFE= cr 1 9J' ,.. ":..:` .. 9j 9j \ 9 ✓, +� i 0 CP 95�' x 948.9 \ \ \INV= o� 3..:.. ! 6O �`. 6 961.0 ° 949.5 /� s \ \ \3 1 sT ham'' i.; �-, ` 0 946.3 \ 6.4 x 939.2 \ 1 x 936.7 +9S9D X95 \ \ -... 949 7 > .. + \ ;...:::. x / d X / \ \ ss \ / (�. .9fi0.f = .'..,.:.:::.++ 9 + 9SB.+F.++.� �.�N '� _ 50.519 �S \ 8 > :.. .....:: x O ��\. 93 .+ s 0 R 9s'\ s O O �\ / E \ �2 of kg G G \ 0\ S P xIRV x 949.5 \ x 943.3 >> - \937.9 x \ , 960,6' `+ -o S N - PROPOSED INV1411 I X 5 934.1 935. s R i 951.2 \ \ >\ � 9si� 1 �. � Q x 934.3 o \ -� IPG TANK I '+'+* 952`INV- x 934.2 x 934.1 9619 ..:::..., \ +� 0 9s \\ ) \ .::...:::.:......: C ,: x 0.5 \ + °� + / x 951.0 `\ , 93 x 934.1 I \ 9] +"'� +++ ++\.+� +oi ° N � l . 95\� A x 947.1 ��6;:..:r.::..'����. ��� /Q.. \''' +✓ + + + \+�`b+max ++� \\\ X x 935.1 \ ° ri 9 f \ \ �.. g.. \ x 933.9 \\+ „::':.• \.+! +oi n \\ 933.9 I 1 �2 \ 96 5- \ � S 2 5 3 �h � x o - 8 933 7 \ \ 3. N + , \ 0,5 IRV \ \ \ 5 %7 + Q�. \ � +_-� \ \ 952.2x \ x 951.9_ \ .3 ' n g � x \ /:, s6 ' x 959.4 x 950.1 \ x 945.5 \ 49 W 6 338 x .5... 9 \ \ l l 953.1 -952 5a ...:.. ...:::....: .6'..... J�•Q g 933.7 \� \\ \\ ,in. S \ x \ 8 3\ !/ Q s �. y \+ x 952.4 x 951.8 ' ° \ \ + \ \ \ x 947.3 / _� \ {> \\ Oo \ `\ WATER �j S7 OO Gd \ x 949.0 A cS. x 953.4 964:5. x 953.0 x 950.4 ! + \ x 96 00, 9 9. . 96'9 / °i \ \ .... o / \x x9 536 9 6� 0 N SURVEY LEGEND X 57.8 96 ,...: :. .: ... 9 � N x x 954.2 954 9 • O CAST IRON MONUMENT WOE WALKOUT ELEVATION BITUMINOUS +, •`.�yf ; :." :,; ,;: 9. \ d: , `:..' ;� rn �.:.:...... WAL 9 964.7958.1 :.::. ~. �g ® CATCH BASIN FIFE FIRST FLOOR ELEVATION BUILDING SETBACK LINE o o \ P«' `V... ,::::+\ o \ Q FLARED END SECTION GFE GARAGE FLOOR ELEVATION CTV CABLE TV 9` x<66.2 '` I \ 56\}R g 2<j3 30 512 2 e s� DJ GATE VALVE TOF TOP OF FOUNDATION ELEV. CONCRETE CURB 19 < GUY WIRE V LOWEST OPENING ELEV. CONCRETE ' . `': ':::..,..: ..`::, :. :.:,b, ,, x 958.8 g5 7. A � HYDRANT C I CABLE TV PEDESTAL8 m CONTOUR EXISTING .. ... .. '::.: \ ` . r .... qk T. SITE n - N I N O 8 .:.::\.: : • .:::..' �:.. 9 \r yam- SURVEY MONUMENT SET T ELECTRIC TRANSFORMER 6 .., CONTOUR PROPOSED .. , ..,•.;...::. :. g'..<"�.: 6 Y S C .:' ct< •: :.:9 0 X15 WEST BRANCH RD, = SURVEY MONUMENT FOUND M A ----�-�- GUARD RAIL ;:.' `.. ,:,...:::•' TI 17n MS A L :. Fp 1 f, NE� ° SURVEY CONTROL POINT (E) E :::...:.:,.::'.:::` DT DRAIN TILE c�0.;:, •...::' R24W R23W 11 7C°kE �y Ory. - DANT RD. North g6\�':`::,.`. / \ LIGHT POLE DJ GATE VALVE TOF TOP OF FOUNDATION ELEV. CONCRETE CURB < GUY WIRE LOE LOWEST OPENING ELEV. CONCRETE ' . `': ':::..,..: ..`::, :. :.:,b, ,, x 958.8 g5 HYDRANT IT CABLE TV PEDESTAL8 m CONTOUR EXISTING .. ... .. '::.: \ ` . r .... . ( x 961.6 8 .:.::\.: : • .:::..' �:.. O SURVEY MONUMENT SET ❑E ELECTRIC TRANSFORMER 6 .., CONTOUR PROPOSED .. , ..,•.;...::. :. g'..<"�.: 6 mss : ; .:' ct< •: :.:9 0 / • SURVEY MONUMENT FOUND OO ELECTRIC MANHOLE ----�-�- GUARD RAIL ;:.' `.. ,:,...:::•' 961 �+ +\ :. SURVEY CONTROL POINT (E) ELECTRIC METER :::...:.:,.::'.:::` DT DRAIN TILE c�0.;:, •...::' : ' :. g6\�':`::,.`. / \ LIGHT POLE © GAS METER ELC ELECTRIC UNDERGROUND ��.:.::. ..; ::: • .:...:,•.::`.,.:::..:��: 9 `0, POWER POLE © GAS VALVE -X-X- � FENCE ..::...: :.` .."",: ::: .`::::;<::..,Q: ::.,"::< ............. 9 4:..::. / 0 HAND HOLE Fo FIBER OPTIC UNDERGROUND, 6S. g: 96s.g \ SANITARY MANHOLE SOIL BORING GAS o .: SANITARY CLEANOUT GAS UNDERGROUND �� SIGN TREE CONIFEROUS oHu OVERHEAD UTILITY: 2 X972.5 GROUND ELEVATION \ TREE DECIDUOUS RAILROAD TRACKS rn STORM DRAIN OT TELEPHONE MANHOLE > SANITARY SEWER ❑T TELEPHONE PEDESTAL » STORM SEWER sT STORM MANHOLE TEL TELEPHONE UNDERGROUND TRAFFIC SIGNAL 9: b YARD LIGHT O UTILITY MANHOLE uTL UTILITY UNDERGROUND - 0 A/C UNIT 0 UTILITY PEDESTAL WATERMAIN \ O WELL X972.5 GRADING ASBUILT ELEVATION X972.5 FOUNDATION ASBUILT ELEVATION. 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 AK 1 JPR 12/2/2021 FOUNDATION ASBUILTCONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. DRAWN 2 JPR 9/23/2022 GRADING ASBUILT STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID JPR AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND CHECKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF DLS ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES 9/9/21 RESULTING FROM ILLEGITIMATE USE. Dated this 13th day of October, 2021. Daniel L. Schmidt, PLS Minnesota License No. 26147 Schmidt@sathre.com C9 � 0N W m . _r CO Nc�FRs P�P�� SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM TWPA 17-RGE.23-SEC.06 Hennepin County ORONO, MINNESOTA 960 CERTIFICATE OF SURVEY GRADING ASBUILT PREPARED FOR: NORTON HOMES 3 O rnL0 N No L0 0 V) O 9362 /p /2 /-\I TTI /\T A V V I L.\./ I n FILE NO. 64685-057 1 1