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HomeMy WebLinkAbout185 Landmark Drive - Surveys.PropertyAs -Built Survey Zo,,nod eph T-I RP�2'}tb�'b53 x 931.2 GRIP 12755 j X 932.8 / 934.4 - 940,3<_n I / 1 �._ X 943 : 80 40 0 40 80 160 X 933.6 / I x 937.4 - � / � / 942.6Jx x � 4 L l' SCALE 1N FEET p� N8902915211W 347.44 X 934.6 / Ct O � l� 00 5.4 co / x 940.2 f \ x 939.1 33.8 I / \ x41.9 W X 939.E x 937.7 4 r / x 939.5 O � y 1 NORTH LINE OF SOUTH _ 1 688 FEET OF LOT 53 J J I I I J 1 \ 1) Site Address: 185 Landmark Drive, Orono, Minnesota 55356 I I 1 2) A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. I 1 \ I X 1 \ � I z 3} Flood Zane Information: X (area determined to be outside of the 0.2°/" annual chance tloodplain) and Zone AE (Areas subject to inundation by the p I 1-percent-annual-chance flood event determined by detailed methods. Base Flood Elevations (BFEs) are shown at 931.5 feet. Mandatory flood insurance purchase 33 7 1 / y requirements and floodplain management standards apply.) per Flood Insurance Rate Map, Community Panel No. 27053CO301F, effective date of November 4th, WET x 945.9 4 BOX 70' I 2016, / I I I �� 1 x g41.8 94^.I I 1 8.5 I 943.5 / 1 1 I n T 4) Parcel Area Information: Gross Area: 245,565 s.f. - 5.637 acres / IN I I 1 IL I x moo- m \ PARCEL 2 i 5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: 2713 AK which has an elevation of: 993.889 feet (NAVD88). 3#.6 939.2 x g .8 P I I r ` x 9M.6 / fix' \ I / I I ' I <v b} Zoning Information: The current Zoning for the subject property is LR-1 A (One Family Lakeshore Residential - 2 Acres) per the City of Orono's zoning map \ J / I I dated November 2018. The setback, height, and floor space area restrictions for said inning designation are as follows: X 941.7 1 I943.9 x g45.8 I \ \ = Principal Structure Setbacks - Street(s): 50 feet (Landmark Drive) ' 1 ^� x�37 9 WET I 1! I I ~ Side: 30 feet x 936 8ASI 16" 939.0 1. ! I �� 1 � Rear: 50 feet -.Z � x938.9 /09M.� 1 o Height: 30feet ET / I� xVSC / 1,4 l x g45. 1 Hardcover: 35 percent of lot area - Tier 3 x 939.0 J 938.I 93Z9 � 1 � x g47.1 1 \I w � 1 1 1 1 x 933.1 x I f I N I / � � 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 - J1 1 � z 39.2 1 / 0-� O i i 1 \ � m ' O \ O � � 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 x 938.1� L WE \ 1 I Z ¢ \ parties involved in the design and planning process. X 933.0 1 \ � x g39.1 � ! ' _ I � 1 LIJ CQ x 38.3 x 9422 1 x 937.4 1 I I 1 W IO i Y - LLJ T We have not received the current zoning classification and building setback requirements from the insurer. x 934.8 xvsc / IB 1 _- gWFTF9- x x g3 . I \i 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 1 CPIP ET / FIND IF 3/ ' x 948.4 Q J I j o 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 X.938.7 �, x 938.8 j 0.51'E / 1 1 O 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 939 8 x 942.5 I O least 48 hours in advance at 651/454-0002. d/ O I 937.7x ' 946.0 ' ' J Z J T �� / Z 940.8/ c, J i Wetland Buffer Proposed Elevations 942.2 j Inner Welland = 7,842 S.F. Proposed Garage Floor Elevation = 947.5 1 x 9367 �\ I �� /�CPIP / ' I NORTH LINE OF SOUTH I I 1 ~�� Outer Wetland = 14,118 S.F. Proposed Top of Foundation Elevation =947.5 \ / ` } 1 pro Easement Area 94L2 � / I I 200 FEET OF LOT 53 1 I 1 O Total Area = 21,960 S.F. posed Basement Floor Elevation = 938.8 11�Z� 1 1 \ \ / 1 e DO Proposed First Floor Elevation = 949.0 ET � I I 3D.7E x 935.1 SI[ T \ Foundation Asbuilt Elevations 93 1 �� x 943.5' ~ J 1 I _ \ I �� / / Asbuilt Garage Floor Elevation 947.6 1 934.0 f r I x 940 9 x 949.6 1 1 1 �� 1 I N A-- LO \ Asbuilt Top of Foundation Elevation = 947.6 � ® f i x� PARCE 1 0 \ Asbuilt Basement Floor Elevation = 938.8 \ ` I N ! \� I 0 X 9 5.8 f /- � \ � I � 45t6 X�9�'8.6) �� 1�1L 10 05 BLDG INT / l j ° r; // \ �x 934.5 1 ! / I I O \�\ `x930.6 \ x 933.0 ` ! g38.0) OPpSE Y x 45.3+ 4 I I I 41 z \ \ 14" 1� 1 x937.2` i a OpA�tio9)a .8o N / 1x950.1 i 1 -�-- N89°2915211W 251.85\• X 92� E3 I.a �\ f x 9x -F D X( 38'$ ° I y `_ �1 f f \ PROP OS RCN q4 s } -77 rn II ,/E 2 / \ L! v I L _ V I� �. 210.00 934.4 1f x 937. PA�`OIP 4 9456 4 a I 11 69. 0 1 H N89 29 52 W 575.41 9� S89 32 26 E 135 00 O -SE CO � � � Ag0 gh3. cb1 949.4 x {� I o D� + 2 1 �� aSriL © 3$.3) �,- SOUTH LINE OF LOT 53 S81 20'1 1, o O 0 f yy WELL o - PPARCEL -- o X 930.5` 1 X 935.3 1 ` 941.3 I 00 x 951.4 _ l I h}J 932.1 x 933.3 ` \ 9 X(93$•8} oS�D I ++ 949.1 n \ / l U / �/ 1 P _ P­R0P SED ` gq�.3 Q94 ,3 x 950.4 Liz x 929.3 x 934,3 I A ING BFE 9�+7•`� x 93 3 1 1 � :AD 931T0/ g49.0 �~ O Y AR�G� ` p l ` t G 948.61 O, g4`1 �' 111 D IP 1/2 � } x 929.0X(g4p.a)X TOF 77 947.8-- GF� Y 940 947GFE f Y� W � t 947.6 O'�951.Q o x 932./ / `( _' 2� 43.0) 94+ I SNL 10 S B� ��/IN x 35.5.3 g38.0 9L' 9 0.0 c��v x�327 � 4 rs x 929.3 N � I j `'' ` x 931 8 37.6 1 V x 9 PROPOSEC] I DRIVEWAY f +� x�31.8 / �I x 944.4 x 945,3 - x 93`30 x 29.6� l .;. 93_6,9- ` 1 1 0� +� \ � x 1 11 ° L 931.4 x035. 1 1 1 G 1x9F4� x 31.7 e- x. 29.7 930.� 1 ` 1 x 945.0 x X 954.5 1 ` x 931 x 9 .2 \ 1 t \ ,l 1 r 3 I l 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 corner 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 42: 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 43 Outlot B, Bayside Landing, Hennepin County, Minneosta. Per Warranty Deed recorded as Document Number 10861857 STANDARD NOTES �IBN3F "HiP'EItlA LN. V v. N N O g. HIGH CHRIS-M eq 3fGE o y p EILEEN Sr. 1 S C A qo, g L 'nRL 9H. ` E. 9E1SI. ,p g, M A L 1 III P E l:r i \'4k sT.1L� Bey. /YO RIB 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 x 932.7 3 x � x g �9 7 29 9 ` \ x 945.3 CAST IRON MONUMENT © PIEZOMETER WOE WALKOUT ELEVATION O IRON PIPE MONUMENT SET caa POWER POLE FFE FIRST FLOOR ELEVATION ` \937.7 � � � � � � \ ' WET / ® J Il 1 � 0 IRON PIPE MONUMENT FOUND < GUY WIRE GFE GARAGE FLOOR ELEVATION 3012 932-� \ f A 0 �,j� x �I � 1 � \ I � �N\ )1( DRILL HOLE FOUND Ro ROOF DRAIN TOF TOP OF FOUNDATION ELEV. x 933.4 x 940.� Id, �1 N X CHISELED "X" MONUMENT SET ❑cs LIFT STATION LOE LOWEST OPENING ELEV. 9 1 ,} 1 y 960.D ��� x 93bx0 J } 44,0 �� YI 1j�� x 9�5.0 / t X CHISELED "X" MONUMENT FOUND QS SANITARY MANHOLE CONCRETE x 9�4.5 x 936.2 osm -HIE 8 - - - ewe - x 9 6 / S 946.6 \ 1 x g55,2 x 957.1 t �` jllk REBAR MONUMENT FOUND ® SANITARY CLEANOUT BITUMINOUS a., 3 ° 3 - -ew e� exa- -eaeL ■sk-eseE- - o �� x M.3 -ate-�- - a ' 4 PK NAIL MONUMENT SET so STORM MANHOLE BUILDING SETBACK LINE } 9 x 961.5 I x 932.8 i \ \ x 94s.0 �� ' , 0 x 959 6 / / 1: PK NAIL MONUMENT FOUND ® STORM DRAIN CTv CABLE TV WET /� / 936 41 9 7 9 x g3g,7 �� ! -- �' - } --` '- OC 16" \ x 961,3 x 962.4 / \��✓ �s _ OND'EP 12755 0.261N Q PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB x 1 q 1 957,4 x 962.-L a I II x 959.0 �� , WET /` / --- N 89 29 52 W 25 I.85 x x 957.0 ! x 955.1 / -� 952.9 0 SURVEY CONTROL POINT 4 FLARED END SECTION r 196o - CONTOUR EXISTING f x 930.7 x 933.I o x 5.1�.; $, LyD 2 5_ ❑A A/C UNIT TREE CONIFEROUS -- CONTOUR PROPOSED / Q.4 x 6 v , - - 96 29.7 / ` " � - DRIVEWAY � Q. 'E,`o-17 N - � � � ` �gFi1 `� �T FENCE � � � N ' I ` STf2EP x ,;� F \ o x 947.9 x 962.D `you © CABLE TV PEDESTAL TREE DECIDUOUS GUARD RAIL x 929,2 x 936.7 x 932.0 ` \ °Z �;_ rn GRV s J ❑E ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE 18� 9$6.0 GRV o-'� `� Lr x c kl`1F Tx r x U 5 7 E REMOVED ELC ELECTRIC UNDERGROUND x 931.9 x SI[ r FENCE 946.8 �q'` "' .:. .. . �` .. x 9 8.9. x 959 1 x 9v3..1: x 9 j i. f1 L x 75' J ® ELECTRIC METER L TELEPHONE MANHOLE -x x- FENCE x� 4� I 937SR\L939 x 931.3 III s . E1 .. .. .... .......`...,,,..... _ - - ---- O 1 \ �38 cPMAc 9a`" ~` 2 o,: ED ELECTRIC OUTLET T❑ TELEPHONE PEDESTAL Fo FIBER OPTIC UNDERGROUND FND IP I/ � - - _N8902915211W 575.41., 945.4 x 94�6 x x x 5 E - �� o \ _ l7 YARD LIGHT 0 UTILITY MANHOLE GAS GAS UNDERGROUND x 932.4 935.6-210.00 / o x gQg 8 - 93D.7 WET E \ // x 935,8 g38 f POINT OF _ _-AND 6 5 x F D v xGRv/ _ j �O LIGHT POLE 0 UTILITY PEDESTAL oHu OVERHEAD UTILITY g 935.7 ��5'E, 0.1O'N _q6 4 R B 8 G 4. 9 2. x ibQ. 930.8 � 4.F I 1 lx / BEGIN o 2 0 x {{ FIBER OPTIC MANHOLE ❑v UTILITY VAULT TREE LINE SMH Hz SM RIM I x 939.4942 3 / 9ZM7 x 950.9 S8 j 20 12 n T x 5_ 8 p 5- 5 .0 5 .9 9 T D �'J Rim= 4.9 g45. x E _ 9 2. 5 FZ b] FIRE DEPT. HOOK UP ® WATERMAIN MANHOLE > SANITARY SEWER \ /� 93 1 x 951.2 951.2 g _ ! T - - � P S89'32'2611E 135.00 1.'i 51.9 O I FLAG POLE ® WATER METER STORM SEWER / �F F' �\ �` FP TEL TELEPHONE UNDERGROUND X ; x 932.9 x 4 �48.5 �0 6 CGS 1 4 � f °Q ❑E LJ 954.6 �\.p0 Q ❑ FUEL PUMP WATER SPIGOT SILT FENCE DURING 9�'4 9�9.7 x � � x 95�.8 � � O• 7 SEWER GONNECRON x 957.r x 960.❑� FUEL TANK WELL RETAINING WALL / / � D � (9x 931.5 �' x S60, I x 962.1 y�� { 958A' PROPANE TANK uw MONITORING WELL UTL UTILITY UNDERGROUND 949.�X / Xgss 1L © GAS METER m CURB STOP I WATERMAIN GAS VALVE D4 GATE VALVE C=� TRAFFIC SIGNAL GAS MANHOLE �Cr HYDRANT 1 1 1 1 1 1 1 1 1 RAILROAD TRACKS 9 �=1 91 GENERATOR Rv IRRIGATION VALVE $ RAILROAD SIGNAL s Q ® GUARD POST P1V POST INDICATOR VALVE C~ RAILROAD SWITCH ❑H HAND HOLE SIGN SATELLITE DISH 0 MAIL BOX SB SOIL BORING ❑ ® WETLAND BUFFER SIGN � � x FIELD CREW NO. BY DATE REVISION I hereby certify that this survey, plan or report was prepared by me or um-1cr my direct supervision and that I am a duly Licensed TW R 117-RG E.23-SEC.05 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR Land Surveyor under the laws of the State of Minnesota. RS SV CERTIFICATE OF SURVEY DM AK AK 1 IPM 10/10/2022 CLIENT SOLD PROPERTY -NEW BUILDER USE OF INFORMATION) OF THIS PRODUCT IS y � R� Hennepin County DRAWN 2 EMW 10/28/2022 HOUSE PLACEMENT, CONTOURS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s x �� EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 6th day of August, 2021. SAT H R E- E E R G Q U I S T INC. EMW 3 EMW 4/19/2023 HOUSE STAKE AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND _ ` v f CHECKED 4 EMW 5/11/2023 ADD PATIO, CONTOUR, HARDCOVER CALC. SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 O RO N O, PREPARED FOR: DLS 5 EMW 5/12/2023 ADD 2ND FENCE, WETLAND INFORMATION ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES J w � WWW.SATHRE.COM THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY 4M 1 N N E S OTA THOMP S ON HOMES DATE 6 EMW 412/2024 FOUNDATION ASBUILT LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES Daniel L. Schmidt, PLS Minnesota License No. 26147 RESULTING FROM ILLEGITIMATE USE. 7-27-21 schmidt@sathre.com FILE NO. 900688-001 1 / 1