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HomeMy WebLinkAbout185 Landmark Drive - Certificate Of Survey`IP 12755 X 931.2� 52 / / / x 932.8 / 934x 940.3.4 � gCt2/ /� 9426 x 943.2 40 40 0 40 80 160 936 / x�/ x 937.4 / x 941.2 SCALE I1V FEET O N 89029' 5211 W 347.44 <� X 934.6 / \ �� I I G 00 ;i i NORTH LINE OF SOUTH00 ����P�O \ / x 940.2 688 FEET OF LOT 53 1 I \ x 939.1 L! 9 W K338 / I x 939.6 (� - X 937.� \ \ \ / x 939.5 X 933.7 / \ / 11 WET / \ I I V944.1BOX 20 x 945.9x 9I 1.88.5 m 94\ \ n T I (31PARCEL2 ® I x 9392 x g3$.8 x 938.6 ���P� 1 ® I / ` " \ SH 18\�I x 141.7 I ca 1 ASH. 3co 939943.9 x/45.8 w9 5 )37.9 �\ WET J = 33.2 I 1 x 936.8 1 ET /0938.46 MSC / IA 939.0 i I / \ ~ ~ \ I / � O \ x 938.9 I \ I J 1 I J I 938.1 x937.9 m \ x 947.1 I \I J LL_ 1 x 939.0 I I x 945.¢ \ I i J O I I \ m I i 1 / _z C, x 938.1 x 39.2 I I ' / CV j j /< J \i X \ W "' L- �. x 938.� w9/ / / OO 1 / z Q 00 1 q�� J w 1 \ ' 9 4 / / 00 I _\ x 933.0 \ x 939.1 m � \ I � 1 I x g3\7 x 937.3 (� x �38.3 I / x 9422 1 x 935.1 \ \ \ / / / w IO W I /1 T � 1 WET E 7.9 �_ / / r /ND IP 3/4�/ L _ �/ x 93 .6 .9 \\ 4 m 0.51E c I I \ �s -WET / 946.0 c� \ I I C> o \ x 936.8 �CPIf� 9 9.8 94 Y x / x 948.4 `J \ 946.3 ° ! 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LQ / x 9� 0 960.0 \IX x 934 5 I rn-.-:::. ::::.- s� X I \ ell- 1 ... \ I x g55.2 \ x 957.1x 958.3 x1956t1� -BSBL-BSBL-BSBL-BSB BSBL-BSBL-BSBL-BSBL-BSBL-BSBL-BSB\BSBLBBBL Qom, BSBL-BBBL BSBL-858L-BSBL-.C.�.Pt� BSBL-SQL-g58L-B5BL p- i9 END.8x 954.2 x 96.5 1 0 420 94 x 943.4 x 944.3 s \ CS �x 2.7 9328 \ \ \ \ 9 .'.. �.r. ::..4/.S 942.3 \ °�� �� 9S� 0.56'EP 0.175N LOC 16" ❑ co x 95 96 x 961.3 N x 962.4 rO� 0 Ql rd' 954.4 x� �x FND 5 I xWET / WET / \ =3S::: :::(9:::: :::9¢2'4.... 94... --. g44.8- 9_9 g48-------- --- 948.7 957.4 EL 6 x2% N89°29'S2"W 251.85 �g x 959.0 x 957.0 1 x 955.1 �\ �� �9 952.9P 0.26'N O x 930J \ Q...:.. a.:..•4 9 \ .. / 956.2 957. 959.2 60. 961.6 9 962.1 9S I. 94 96 5. 5 \ 961.4 2NQ QRLVEWAY: • 7 960 - - --v960.6 959.3956.3 9 S4.? . .... .... .... x \ /g I :::::::.:::::::.:::::::.°:....... 95 .6 95 95 .7957.5 929;2 9 1, 5.3 S\ 9 x 951.2 5 g52.1 4 g 9 9.8 4 3 9320 I _ .. ....... 954.1 956. S g 959.7 959.5959.7 959.2 957.8 95 .4 \`... .... ..... .... .... .... .... .... .... .... .... �, ... .... .... .... .... .... .... .... .... .... - - .... .. .. .... .... 55.9 959.3 958.6 955.8 94 - - ... .... .... .... .... .... .... .... .... .... .... ....... ... .... .... .... .... ... 957.0 54.9 52 \ 2 0 co- 4..................................._..._._..._._..._ ........ ............. .... .... _...... ..... 9 2.3-9 \ N ..:...:...:.............-............................................................... _.. �'.............................................._ ................ _._..._.__L.. 9 v' 943. � � � 952. S O..H.E A. T..................... x 931.9 Q� rn oo� I 945.1 946. _... a' :.:. :.:. :.:. :.:.Ss!.. ASH�O" x ASH 20 "" "" 931.3 9 -- \ 48.0 _....... I .... .... {p .. .... .... .... CORN R �F j 938.E 40.2 944.5 9 _ .............._ ...... .......... ...... ......... ....._.. _... .. ................. ........... :i..:. : (: ( : (: ( Nax \6 r0 FNR..../.2... 5 5 �j 9 _ :.: : :.:. :.:. :... ......... .... .... .... .... .... .... 959.7 958.2:..: :::: .::: .::: .::: cn .::: .::: .::: �c S x \ 48.2 49.3 950.9: .._... ;n � / g � END IP I/ N89°_29'52"W 575``t�F .5 x946.3 x 49.8 / 959.2::::-.:::::..:.:.:..:.::.:..:.::.:..:.::.:.... ........OT 1) {B OCK.:; :... 951.7 �600'I - !0 X 932.4 x 935.6 Q _ rND IP 2 x 951.9 / x 954.3 f x 956.0 x 95 6 x 959.0 x 958.6 / SIDS Q� 930.7 WET E x 935.8 �cV / x9.8 WIL 70" �935.738.(� Rz, d x 949.IP01 JT 0 950.6 0.55'E, 0.10'N 952.2 x 959.4 -y 959.2 958.5 x x x 956.E x 954.8 �` 95 �� 930.7 930.8 SMH x 934.E I W A �x 942. x�943.8 °� x 946.5 BEGINNI C� h� 948.7 x / x 9� 5 957.1 x 6.0 954.6x �� 952.2x x �67 Rim=934.9 \ cp939.4 4� Off- 9 x�933.8- 945.9/9 x = / x 959.2 x 959.6 / 52.9 952. 5 ( 5 x 954.9 � x g56.3 x 959.1 x 951.6 �p9 0 T957.9 x 932.3 x 9321.9 x 948.5 x 954.6 / / 958.2 /�°j x 951.6 x 950.6 x g51.4 94 x g55.8 / /9� x957.2 x960.7 / r x 960.1 x 962.1 xBIT x 951.5 x 931.5 �� 958.4 / 949.E x N xBIT E ^� gR9 958.3 s W "D y DESCRIPTION OF PROPERTY SURVEYED Parcel #1: That part of the South 200 feet of Lot 53, Auditor's Subdivision Number 203, Hennepin County, Minnesota lying Westerly of a line hereinafter referred to as "Line A", said "Line A" being described as follows: Commencing at the Southeast comer of said lot; thence West along the South line of said lot a distance of 300 feet to the point of beginning of said "Line A"; thence defelcting right 85 degrees to the North line of said South 200 feet, and there ending. Parcel #2: That part of the North 488.00 feet of the south 688.00 feet of said Lot 53 lying westerly of the following described line: Commencing at the terminus of "Line A"; thence North parallel with the east line of said Lot to the North line of said South 688.00 feet and said line there terminating, Hennepin County, Minnesota. Parcel #3 Outlot B, Bayside Landing, Hennepin County, Minneosta. Per Warranty Deed recorded as Document Number 10861857 STANDARD NOTES 1) Site Address: 185 Landmark Drive, Orono, Minnesota 55356 2) A title opinion was not famished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. 3) Flood Zone Information: X (area determined to be outside of the 0.2% annual chance floodplain) and Zone AE (Areas subject to inundation by the 1-percent-annual-chance flood event determined by detailed methods. Base Flood Elevations (BFEs) are shown at 931.5 feet. Mandatory flood insurance purchase requirements and floodplain management standards apply.) per Flood Insurance Rate Map, Community Panel No. 27053C0301F, effective date of November 4th, 2016. 4) Parcel Area Information: Gross Area: 245,565 s.f. - 5.637 acres 5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: 2713 AK which has an elevation of 993.889 feet (NAVD88). 6) Zoning Information: The current Zoning for the subject property is LR-lA (One Family Lakeshore Residential - 2 Acres) per the City of Orono's zoning map dated November 2018. The setback, height, and floor space area restrictions for said zoning designation are as follows: Principal Structure Setbacks - Street(s): 50 feet (Landmark Drive) Side: 30 feet Rear: 50 feet Height: 30 feet Hardcover: 35 percent of lot area - Tier 3 Please note that the zoning information shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all parties involved in the design and planning process. We have not received the current zoning classification and building setback requirements from the insurer. 7) 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. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. Wetland Buffer Proposed Elevations Inner Wetland = 7,842 S.F. Proposed Garage Floor Elevation = 947.5 Outer Wetland = 14,118 S.F. Proposed Top of Foundation Elevation = 947.5 Total Area = 21,960 S.F. Proposed Basement Floor Elevation = 938.8 Proposed First Floor Elevation = 949.0 Asbuilt Elevations Asbuilt Garage Floor Elevation = 948.0 Asbuilt First Floor Elevation = 949.7 Asbuilt Top of Foundation Elevation = 947.6 Asbuilt Basement Floor Elevation = 939.1 BNSF LCHIPPE�A. V I w�\F\ro as \ N C N N HIGH � �. IT O n cHRIsNE Da. \ of EILEEN ST. 3� RD. i HILL 1 Y S ✓ a �gnrstuE C �j� J � cf wan M A a 35Y E. LAKE ST. RD. 84 N A L p E Stubbs nqx, sT. Bay N0 R�� Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE IN FEET X972.5 FOUNDATION ASBUILT ELEVATION SURVEY LEGEND X972.5 GRADING ASBUILT ELEVATION Q CAST IRON MONUMENT (9 PIEZOMETER WOE WALKOUT ELEVATION O IRON PIPE MONUMENT SET cQ__) POWER POLE FEE FIRST FLOOR ELEVATION • IRON PIPE MONUMENT FOUND G GUY WIRE GFE GARAGE FLOOR ELEVATION DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV. X CHISELED "X" MONUMENT SET Ls LIFT STATION LOE LOWEST OPENING ELEV. X CHISELED "X" MONUMENT FOUND 0 SANITARY MANHOLE CONCRETE REBAR MONUMENT FOUND ® SANITARY CLEANOUT BITUMINOUS 0 PK NAIL MONUMENT SET 0 STORM MANHOLE BUILDING SETBACK LINE PK NAIL MONUMENT FOUND ® STORM DRAIN CTv CABLE TV Q PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB SURVEY CONTROL POINT a FLARED END SECTION _ ss o -CONTOUR EXISTING A A C UNIT TREE CONIFEROUS s 6 o CONTOUR PROPOSED © CABLE TV PEDESTAL TREE DECIDUOUS -0-0-0-0-0- GUARD RAIL ❑E ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE OE ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELc ELECTRIC UNDERGROUND O ELECTRIC METER O TELEPHONE MANHOLE -X-X- FENCE m ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Fo FIBER OPTIC UNDERGROUND % YARD LIGHT Q) UTILITY MANHOLE GAS- GAS UNDERGROUND 0 LIGHT POLE 0 UTILITY PEDESTAL OHu OVERHEAD UTILITY FIBER OPTIC MANHOLE ❑v UTILITY VAULT TREE LINE bl FIRE DEPT. HOOK UP © WATERMAIN MANHOLE > SANITARY SEWER FLAG POLE ® WATER METER >> STORM SEWER EP FUEL PUMP c03 WATER SPIGOT TEL TELEPHONE UNDERGROUND ET FUEL TANK Q WELL RETAINING WALL Ell PROPANE TANK Mw MONITORING WELL UTL UTILITY UNDERGROUND © GAS METER (D CURB STOP I WATERMAIN GAS VALVE M GATE VALVE TRAFFIC SIGNAL © GAS MANHOLE '�Ce HYDRANT RAILROAD TRACKS cE GENERATOR FR-vl IRRIGATION VALVE $ RAILROAD SIGNAL ® GUARD POST Pry POST INDICATOR VALVE O- RAILROAD SWITCH ❑H HAND HOLE SIGN SATELLITE DISH 0 MAIL BOX se SOIL BORING ® WETLAND BUFFER SIGN 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 TWPA 17-RGE.23-SEC.05 FILE NO. DM AK AK 2 EMW 10/28/2022 HOUSE PLACEMENT, CONTOURS CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. ��RS SC/RL Hennepin County CERTIFICATE OF SURVEY DRAWN 3 EMW 4/19/2023 HOUSE STAKE STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s �� F� 900688-001 AEXPRESS UTHORIZATION CONST TOUTES ANOILLEUSE GITIMATEOUUT SESANI D Dated this 6th day of August, 2021. _ SAT H R E-BERGQUIST, INC. GRADING ASBUILT EMW 4 EMW 5/11/2023 ADD PATIO, CONTOUR, HARDCOVER CALC. w CHECKED 5 EMW 5/12/2023 ADD 2ND FENCE, WETLAND INFORMATION SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF p A l 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 O RO N O, 1 ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES c� CO PREPARED FOR. DLS 6 EMW 4/2/2024 FOUNDATION ASBUILT THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY- �:l N �� WWW.SATHRE.COM M I N N E S OTA DATE 7 EMW 9/20/2024 ADD RETAINING WALLS, SIDEWALKS, ETC. LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES Daniel L. Schmidt, PLS Minnesota License No. 26147 c� �� THOMP S ON HOMES 7-27-21 8 EMW 7/16/2025 GRADING ASBUILT RESULTING FROM ILLEGITIMATE USE. Schmidt@sathre.com FRs P 0P