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HomeMy WebLinkAbout2016 As-Built/ A r _ I-\ </ I T _T-- IJ 1 FND IP 2499 FND IP 14700 987.3 987.0 1\100" 1313011 W 458.76 / 01 976.4 T- ! 1p / 59. / / x 962.9 � `J 966. { I 45 01 C; C114 Ck oI Ln t cv 0)m co Q�Sc, 9 9x _0-6 rna1 t17 - 25 - i 30 / 0 / x N Al � 961.9 x°j 9E7.3 967.2--- -96 fi7 2 x _ � a - 6y / ! -9625, - --�� -Q /> 6 / r 96$.4 x 968.0 x \ rn / �l / �q) i 970.2•x- 2 \ - / { / 962.1x/ry" �j" i4 70.6�c- 968.8, rnd Cb 969.0,i 9,69. rn cu / :� \ \y /\ 4 s�j �� P 962.0 x /f� 969.4 1 �\ i 973.2 x §2.1 std 970.2 rn M 00 L.v I J i , . \ /l O , 973.3.x� n�) ' �/ !, 972.t r. EP C\G MO 50x '-? F�.,:%.- <��P•.p. 9� ! � 973J O a cP 973.0 x n 971.9 �( ' R�\ '1D h 5.8 ; 00 Z6 �' /973 I C O t� J� 97617 3�: y Lo DESCRIPTION OF PROPERTY SURVEYED Lot 1, Block 1, BAYSIDE MEADOWS, according to the recorded plat thereof, Hennepin County, Minnesota 1. Site Address: 100 Bayside Trail, Orono, Minnesota 55359 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 1% 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. 27053CO285E, effective date of September 2nd, 2004. 3. Parcel Area Information: Gross Area: 162,909 s.f. - 3.740 acres Wet Area: 30,189 s.f. - 0.693 acres Net Area: 132,720 s.f. - 3.047 acres. 4. Benchmark: Elevations are based on MN/DOT Geodetic Station Name: KEGN which has an elevation of: 1001.173 feet (NAVD88). 5. Zoning Information: The current Zoning for the subject property is RR -113 (One Family Residential District) 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 June 17th, 2016 and are as follows: Principal Structure Setbacks - Front: 50 feet (Bayside Trail) Side: 30 feet Rear: 50 feet Height: 30 feet 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 6511454-0002. 7. Landscaping completed by Maple Crest Landscape of Medina. tr 0-�-_ C `a L3� \ �i0is<,_ �vy9Pd_8\,>�9$.g .�O`'Q! 9 /\A S9 98`L73�5�A5, -5x G. ba Mgt" 73.6 9 l} °\ ? t / �roo 962.9 x p7./99Irn oa o/ ,qOoAh . ^N 73.0 . O o O9j gg.9 g2 < p 77 1n �85.0 E_ o V \aC�10< 5 w ©°QBLOCK l 963.0 N2.4 x 9 I06 22 96,300 9g,3.1 19, 4. � 11 'x980.8G 983.4 Q +11963.4. 8Eg� x98 96G.0979.T�ib�QF9983.0 �983.5 C) 9 4.0x 980.0 k� 98 OIX 9131.6 79.8970.1 iO97 26 963 - - - - x 9u�. . a Lo t 970.2 O- 9Y, 974.8 d� 982.0)K 981.2 x °r' < ���' O i 6 0 �> 11' 0) M 980.6 'I �r 969.5 x 97%. 7 . -970.3 - o Afl 83.9 89 �C 10 -� 983.8 I <� � o , 982.5 968.6 19, '.V �� 982.9, � � X982 WEIt . +� N� . V 0 9 983.61 '� t x 981.9 - <L, 966.4 'x. 9 Q d 81.9 983.2 x i 9 r'6 9824* i c / g8 0\t x g8 982.5 Z x 968.3 9� S 3 1 9$2.2 ^ - 966.7 S �� 982.7, 1 -- / 967.3 x 968.8 970. S-(5) 9 2 982.1 x 982.2 ��7 i O s 968.1 x 970.2 970.4 d d� . 98 820 6L0 RP 40344\ 1\\\ 968.3 68�7.8 9 7 5.0 x �� 82.1 tt 70- _.1/ 96!.8 _ ---970.9/-970- 70.9 x - co / _-A /qt 4 x 7-�� -, _" 974..2", 970.9 x -974.6 x -r 972.7x973.5 x 982 0,973.6 x I�06972.5 "- -9�t.4 � �\ o FJ`` 20 S V O 981.4 �� � �- 0 973.1 977.9 � I� Nd 1P X992 10 �✓ 977.4 c x \\\ 5 E - -976.3-x 9�.4 x 98.9 981.3 r� 2 981.2 99� / / f _ 977.3 x 977.0 x 976.9 x 976. `\ o 5, "2• G / /97 .5 o I II \ \ S\4 L 2 INS= �� N01 48 14 W 185.63 980.2 g80. rt�Q0 % 9,78.4 ao - 918.7 979.0 rli�GtJ'�� / o D��� �� G.'j J / ----------- /222 BAYSIDE TRAIL ,52� �� 9§3.8 x &8� u i 0 976.6 $ RP 40344 976.7. 980.3 \ 9 280.19995.E 6=65031'28" ��/ �\ ` STORMWATER CODR_ POND ' / NWL 975.0 CB / S207 3411W / \ HWL 976.75 -C=265.1 7 i /1T A )5 "�- / \ / / / Hardcover - SURVEY LEGEND SCALE IN FEET House Area = 3,$98 Sq.Ft. 7L -_ R o. P sic � A/C UNIT Driveway Area =1,641 Sq.Ft. ® CATCH BASIN ISTr•1 o o Patio Area = 576 Sq.Ft. ---------, ! LANDSCAPE W/PERMEABLE MAT I I FLARED END 'SECTION Sidewalk Area = 265 Sq.Ft. ELECTRIC TRANSFORMER -- cTV CABLE TV N Total Impervious Surface = 6,380 Sq.Ft. S C ELECTRIC MANHOLE CONCRETE CURB Total Coverage = 3.92% GUY WIRE 1 M A A Development Plan Data - WO �Cf HYDRANT Proposed Garage Floor Elevation = 982.0 O SURVEY MONUMENT SET Proposed Basement Floor Elevation = 973.6 P * Proposed Elevations � WETLAND BUFFER POST DT DRAIN TILE Proposed Garage Floor Elevation = 984.6 Asbuilt Elevations HAND HOLE Proposed Lower Garage Elevation = 973.6 Asbuilt Garage Floor Elevation = 983.9 Proposed Top of Foundation Elevation = 984.9 Asbuilt Lower Garage Elevation = 973.5 Proposed Basement Floor Elevation = 974.6 Asbuilt Top of Foundation Elevation = 984.2 Proposed First Floor Elevation = 985.0 Asbuilt First Floor Elevation = 985.0 Bearings are based on the Hennepin County Coordinate System (NAD 83 -1986 adj.) 30 15 0 15 30 60 - SURVEY LEGEND SCALE IN FEET OO 7L -_ R o. P sic � A/C UNIT BITUMINOUS ® CATCH BASIN ISTr•1 o o 3w E�_EErv� m Ao a,, se< WOE ---------, ! LANDSCAPE W/PERMEABLE MAT I I FLARED END 'SECTION o bF�s ELECTRIC TRANSFORMER -- cTV CABLE TV N N S C ELECTRIC MANHOLE CONCRETE CURB < GUY WIRE 1 M A A CONCRETE �Cf HYDRANT GAS METER L O SURVEY MONUMENT SET GAS VALVE P * SURVEY MONIMENT FOUND � WETLAND BUFFER POST Bearings are based on the Hennepin County Coordinate System (NAD 83 -1986 adj.) 30 15 0 15 30 60 FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/ORCT 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. SURVEY LEGEND SCALE IN FEET OO CAST IRON MJNUMENT 0 A/C UNIT BITUMINOUS ® CATCH BASIN © CABLE TV PEDESTAL ---------, ! LANDSCAPE W/PERMEABLE MAT Q FLARED END 'SECTION o bF�s ELECTRIC TRANSFORMER -- cTV CABLE TV N GATE VALVE ELECTRIC MANHOLE CONCRETE CURB < GUY WIRE ELECTRIC METER CONCRETE �Cf HYDRANT GAS METER CONTOUR EXISTING O SURVEY MONUMENT SET GAS VALVE CONTOUR PROPOSED * SURVEY MONIMENT FOUND � WETLAND BUFFER POST DT DRAIN TILE SURVEY CONTRDL POINT HAND HOLE ELECTRIC UNDERGROUND LIGHT POLE SOIL BORING -X-X- FENCE � POWER POLE TREE CONIFEROUS F° FIBER OPTIC UNDERGROUND SO SANITARY MAI OLE TREE DECIDUOUS GAS UNDERGROUND Q SANITARY CLI / NOUT O TELEPHONE MANHOLE oHu OVERHEAD UTILITY 972.5 GROUND ELEVATION M TELEPHONE PEDESTAL SILT FENCE 972.5 GRADING ASB I T ELEVr-i ION =-- TRAFFIC SIGNAL ' SANITARY SEWER 972.5 FOUNDATION ,',BUILT ELEVATION 0 UTILITY MANHOLE " STORM SEWER `TEL TELEPHONE UNDERGROUND STORM DRAIN )] UTILITY PEDESTAL 'J STORM MANHOLE OW WELL uTL UTILITY UNDERGROUND __ .. ..T I WATERMAIN FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/ORCT 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. 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. y Dated this 20th y of June, 6. David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com E �s : _ '� ! S{! L R _, C A T LJ C Q E [� %1 ii 1 1 I T 1� 1 u> SA 1 n !_ B 1 `V Q U 1 ' � �j C. TW P.117 - RG E.23 - SEC.06 CERTIFICATE O F SURVEY ASBUILT PREPARED FOR. RAN DAL L R N O R D REVOCABLE TRUST FILE NO. 73730-001 CT SR 1 EMW 7!5/2016 HARDCOVER WORKSHEET Project Ci Orono ; City: DRAWN 2 EMW 7/21/2016 REVISED DRIVEWAY Hennepin County EMW 3 EMW 8/5/2016 ADDED PATIO CHECKED 4 EMW 10/1/2016 FOUNDATION ASBUILT o bF�s 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM P �P� DBP 5 EMW 10/3/2017 GRADING ASBUILT DATE 6 EMW 10/6/2017 UPDATED ASBUILT 05-31-16 /oo