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HomeMy WebLinkAbout07-14-22 As-BuiltFND 1P 1 \ 936.1 �2 1 / \ N82025'4511W 215-64 W-11 UTIy EAS AND \ HWL - 936.9 E4ElVj =__-_------------ - 15 93 - -_ 441 942.5 2x 942.7 x 942.5 x 942.8 942.2 E7L4ND B / / OF x 942.8 x 942.7 \� x 942.6 FER Al+94289426 94 k94282.5 /x 943.6 x 942.9 ! x 943.3 / / x 942.9 x 943.2 �c 943.3 +9R S7'09,1943.4 x 94� S x x 943.4 x 943.4 '6 9AS 93 �� E 944\ 943.8 x 943.3 944.0 -944\ x 943.3 ! 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O /1 / x947.0 ° 9468X 2�g o LOT 1 1 A6 S2 + Cq c 945.0 / 5+ x %� NT �� �� l / +9�j _ _ = 7 7 96.6 x /) 0 � /6 0 945 9 x 944.8 + / x 947.0 0 x 945.7 �}� 4g WOE= O D Gk 5 453 +91+:5 ��� bc � /� I I x 946.3 d V x 949.0 O x 947.7 24 948.0 945.8 �' �� j x 946.8 0\ +/ x947.8 �-��97.5 +gA9� 95 A � 4 � ��� � k X 4 / _ I / / 948 2 i 948.3 O/ 951.2 x x IRV 0�� M 45 S 94S h^ �(o/ x 946.4 x 947.5 x 946.6 o, k +O� 2q i70 ��/S//� 2/.S 1 +CD J° x IRV x 947.7 / n +Okl/ // /901/Fw�q�f�0 �` / x 946.8 x 947.5 k x / x I k 94� / A C/J �' / 946.8 / x 942.3 I ` I 9 �� X / x 952.5 FFE= q!�/��q rn ^ x 947.7 956.4 _ -948 ='I 953.6 x s / / +�� I I IN = 951.8 x / CO / �� x 948.8 - x48.0 I x 947.7 / V 950.9 x 950.9 953.8 x )00�FRFo _` / x 949.0 Cr / I 1 9541 ° CH lCi \\ \ 947.1 A' x`944.8 \ X95 x 949.7 \ y I I x 950.8 ` �� 952.1 4 O �� 9. x + 0 953.9 r `b t�' WOE= g0\5\ - x 949.0 � rn I x 950.9 �\ �^�' TOF 954.4 40 9 9S V�. I 0 953.9 GFE= 954.1 2 rn\ 0 �o \ 950.8 953.5 x a 9S4 O 9S3 k 1 + x 948.6 954.1 + I \ gy39 ° 0 rn 2/,s Q7 N2 0 0 �9 d x 949.4 °j i... 00 x 951.0 9 ..- a9:.., �'� A0 x x� +Uh x 951.0 \ x 952.3 903' 4.... ....:. 0 BS:: Alk LO \� �Lo � \ x 952.6 x 953.4 rn Q �` �� 9539, 2/ 0 ^ 953.6 k O�� x 951.3 {Br.., x 953.3 / x 949.4 cp \ \ 9 1 < \ 953.1 x ..... 9639 ° 951.9 + U x951.0 x 951.0 953.7, `> :..; /� /k �D I r'\ `1 ` \ x953.2 C 0 on/ X 943.0 \ O + Q .:. x 950.9 OD 983,5 /o, X 944.0 , \ !6 +g N . . : ::..:..:..: ' 0,5 ' o. / \ 950.8 ` + I x 950.7 x 950.7 �.... x 944.0 / \ 947.9 \ \ x 953.0 I 952:3 :. :::. :.:.::::.:.'.:: / +0 k x 950. k \ I 1 +SO ` x 950.7 \ ::952.:,. :.. ��� x 950.8 k0�/ x 950.6 / \ 1 x IRV / / 0 / rn� x 943.9 x � �x 948.1". ;; :. `,: :,. 9`52; ..:: \ + x 944.1 S ..:; \ cr 1 x 950.3 951.5 x x 952.0 x 951.0 cr �` 951:7: ~'r.>, :".;'..`..... 1 94� X x 950.7 / 44.0 \ 0� 40 x x 9 951.3 x 950.2 / . x 948.8 (IV 947 1� \ \ 950.8 x x 951.6 / 1 �\ 46� x 951.0 / :' 951:2: / k x x 944.4 /� O cjL V + �S +9�� 9 x 944.4 Ok0 / % ��� h \ I rp \-95Q.7, _ + rn x 948.9 R, x 947.2 1 0�0' x 950.2 \il �0 \ \ + � � x 946.3 \ + / � � / x 952.7 v \6R I \ x 950.1 / + �!S�� 9• �\ 2 � �950�� x 952.9 x 947.0 x 948.7 1 x 946.5761 I i0 \ x 945.2 1 k948 950.2 / !�950.1 O / x 953.1 19 \ \ x 947.3 x 948.2 Noy' h. �� _ 06 9S \ 9ASO\ I +o' 949..7 x 949.5 Ix 950.0 / x 953.5 /k L I 0\ \ \ x 947.5 948.0 / - �+9 �+9� t t x 953.3 4j I S� x 1 x 950.4 947.4 949:2 :. s} ; �J 9S0 ) \ I 0��^ I x 954.0 l 0 x 949.6 X+ + �o� 1 x 953.7 / 94 �4 9A)� �� x 949.1 + 98 �9 \ \ \ +C r 948.8 V \ \ \ I 948.J x 950.4 I \ x 945.7 I + 953.1 x 953.0 949 \ 94j2 k x 946.4 +9Ng. �� x 953.1 / L_V I 1 / 4 0 ��°' 7 9p,0• _ 9526 \ 94 1, + x 948.7 -Jx 952.6 ,8k / 9�5 R.:. : o,�� x 950.5 -952 o g4 948.4:.... ;` .� +� \ x 949.0 90 0.. x 950 3S \ 'rd ...3r . �� x 946.8 -95 948) ,948.51:.' x 947.'7 I /1 /� It 7 948.0: +� x 94 5 �y\61 X948 x 949.4 L. L _ L/ u 1 � � , 94 . ". g4� i + ( x 944 \ � ` � 83 ... A A k \ 945.5 x946 I x 944.1 \ � � L_1/ I �lJ \ 94j .. \ S3 x 945.5 " 8 +94) k \ \/ x 945.4 2 9468 \ 91/ \k 943 %44 94j4 \\ 94 4.7 \ / x 943.4 \ 946 3 \ 941+•4 - FND i1 \ \ 9442P 1/2 946 0 i 94, FIELD CREW DRAWN JPR CHECKED DLS DATE 03/03/21 NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. 1 JPR 4/19/2021 CITY NOTES 2 MA 6/1/2021 FOUNDATION ASBUILT 3 JPR 7/13/2022 GRADING ASBUILT = 955.6 Proposed Basement Floor Elevation = 945.5 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 Land Surveyor under the laws of the State of Minnesota. Dated this 8th day of April, 2021. ;�na& 44IL �1 Daniel L. Schmidt, PLS Minnesota License No. 26147 schmidt@sathre.com SRS SOR�F _ P m fi 0) N c�FR S P �Q- DESCRIPTION OF PROPERTY SURVEYED Lot 11, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota 1) Site Address: 710 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: 89,208 s.f. - 2.05 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 Stormwater 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. L_V I I V SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM 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. Pronosed Elevations - WO Proposed Garage Floor Elevation = 953.9 Proposed Top of Foundation Elevation = 954.2 Proposed First Floor Elevation = 955.6 Proposed Basement Floor Elevation = 945.5 Asbuilt Elevations Asbuilt Garage Floor Elevation = 954.1 Asbuilt Top of Foundation Elevation = 954.1 (Foundation Asbuilt) Asbuilt First Floor Elevation = 956.4 Asbuilt Basement Floor Elevation = 945.8 Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE 1N FEET SURVEY LEGEND X972.5 FOUNDATION ASBUILT ELEVATION O CAST IRON MONUMENT WOE V BITUMINOUS M CATCH BASIN - / 1 FIRST FLOOR ELEVATION I BUILDING SETBACK LINE Q FLARED END SECTION NOR] H -- l i o!") _ \ \ GARAGE FLOOR ELEVATION C CABLE TV M GATE VALVE TOF TOP OF FOUNDATION ELEV. CONCRETE CURB < GUY WIRE SITE,r: LOWEST OPENING ELEV. I N O 'Cf HYDRANT �� ��, CABLE TV PEDESTAL T CONTOUR EXISTING ® SURVEY MONUMENT SET TEI ELECTRIC TRANSFORMER S 6n WEITAf A11 R R1 ��- l _ ELECTRIC MANHOLE M A Q SURVEY CONTROL POINT I 4 /� ELECTRIC METER A L LIGHT POLE f l l V N\U� R2 W 1 Fz w \ \a• GAS METER P E 21, <� nlorth GAS VALVE x X FENCE `0 POWER POLE Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE 1N FEET ORONO, GRADING ASBUILT PREPARED FOR: MINNESOTA NORTON HOMES � 1 SURVEY LEGEND X972.5 FOUNDATION ASBUILT ELEVATION O CAST IRON MONUMENT WOE WALKOUT ELEVATION BITUMINOUS M CATCH BASIN FFE FIRST FLOOR ELEVATION BUILDING SETBACK LINE Q FLARED END SECTION GFE GARAGE FLOOR ELEVATION cTv CABLE TV M GATE VALVE TOF TOP OF FOUNDATION ELEV. CONCRETE CURB < GUY WIRE LOE LOWEST OPENING ELEV. a CONCRETE 'Cf HYDRANT © CABLE TV PEDESTAL - .960 _ CONTOUR EXISTING ® SURVEY MONUMENT SET TEI ELECTRIC TRANSFORMER CONTOUR PROPOSED SURVEY MONUMENT FOUND OE ELECTRIC MANHOLE GUARD RAIL Q SURVEY CONTROL POINT OE ELECTRIC METER DT DRAIN TILE LIGHT POLE © GAS METER ELc ELECTRIC UNDERGROUND © GAS VALVE x X FENCE `0 POWER POLE ❑H HAND HOLE FO FIBER OPTIC UNDERGROUND OO SANITARY MANHOLE SOIL BORING GAS- GAS UNDERGROUND Q SANITARY CLEANOUT TREE CONIFEROUS GHu OVERHEAD UTILITY SIGN x972.5 GROUND ELEVATION TREE DECIDUOUS " " " " " " " " " RAILROAD TRACKS 0 STORM DRAIN OT TELEPHONE MANHOLE > SANITARY SEWER ❑T TELEPHONE PEDESTAL >> STORM SEWER sT STORM MANHOLE (I_- TRAFFIC SIGNAL TEL TELEPHONE UNDERGROUND YARD LIGHT Du UTILITY MANHOLE uTu UTILITY UNDERGROUND ❑A A/C UNIT WELL ❑u UTILITY PEDESTAL WATERMAIN TWP:117-RGE.23-SEC.06 CERTIFICATE OF SURVEY FILE NO. Hennepin County 64685-050 ORONO, GRADING ASBUILT PREPARED FOR: MINNESOTA NORTON HOMES � 1