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f" 500' FROM OHK <br />l <br />CRY OF ORONO <br />SITE KAN GRADING R -AN <br />APPROV21 <br />i.i APPROVED WITH REVISIONS <br />13 _ . <br />DAVE <br />Certificate of Survey <br />& Topographic Survey <br />250' FROM OHiK �... <br />fg <br />-95111 950.10 / l7 <br />950.16 f /x\ -950.87 <br />/ 953.76 <br />L- y -951.6 1 S 952.28 * 953 34 <br />949.70 1 <br />I J f 0 * 950.73 �' f - 2 pines- <br />%/ 949.1 -94 <br />� � f: ••._..._ 224 -_ � <br />f / plot do meas t1.ttG. <br />i 10 Meas <br />l � <br />-94.9.34 <br />950.02 t3e»chrnanY - 4-8"b irch <br />/ 948.01 top o/ wet! casing �. ' 9 1.78 <br />"94$08 6� / E/ev=952.44 brick walls r. <br />0 (NAVD. 1929) <br />J ) �J 15"maple I 36mople * 950 52 = <br />1Wl <br />94&52 �� • g rnoel:ik: <br />H f ;�(o� 94723r = 950.54 <br />� �' WOadChip <br />r <br />n <br />* 053 55 -953.01 <br />/ = 950.58 <br />E=EXit'House <br />= 950.37 <br />F.r / <br />954.88 gyti <br />�i <br />-452 08 1949. 1b <br />►5.7j ` NSM7�O'W 4.381 f <br />'\Md -28 meas 300.J5 -KS No. 192- <br />75' FROM OHK -•.. <br />i\ <br />R 944.01 <br />• 943.82 f 0 <br />g <br />f <br />-942. <br />■ 952.68 = 952.3 951,60 r * 947.64 <br />951,68 � <br />FFEIev * 951.1 % t 8 "mop- 1 / <br />=954.21 * 95D. 4',nople / -946.11 <br />-/ / f / <br />/ <br />� ss <br />937.39' <br />9fT6.117 / <br />76.34 - <br />937.28 <br />/111,93 <br />�0' / �...�,..- (M4 FEET) <br />9�6/�7 f � -`• <br />Ex. House -9 0.95 / f * 942.35 �' / f to <br />o 'iser / f <br />FF.EIev 3 f f 36"maple l/ f Qv <br />=954.32 q 9 <br />` ` <br />Lr 10 mapl <br />�a / ! rr 4 1? -m 1 f <br />"� 957. e bit. it <br />I �j I948. 08 94 e\ � ���.../// Gar. Roar <br />* ''r ret -wall-• .� Eley -95J.02 <br />7.75 952.55 <br />/ 949..36 950. 99 <br />�oJ 1 52. 494 s; I 947.18 a p' 70"evergr <br />plot dt meas- 10 "tree 61ree 948 mopre�4 <br />% � '"'•• _ <br />6apte 4 tree 8 m 8 mops 2 371 -meas 273.7 R F00-7-Il946.54 947,48 949.37 . 24 pine 381 Tf > <br />/ <br />-94 71 = 948. (Ince on line--"' <br />i 9& <br />* 946.83 <br />946.45 * 947.13 4864 <br />946.20 <br />-946.74 948.03 <br />-94724 � * 948.87949.02 Ex. Hous <br />.House <br />1 <br />X denotes uNity pole <br />M denotes telephone box <br />LEGEND <br />n denotes light pole <br />O denotes power pole <br />0 denotes tree <br />948 denotes existing contour <br />x 948.22 denotes existing spot elevation <br />948- denotes proposed contour <br />x 947.90 denotes proposed spot elevation <br />• denotes iron monument found Certificate of Survey <br />0 pipe Set orra�4a4s <br />denotes iron , & Topographic Survey <br />and marked as shown: oT.o2 on Tracts H & K, Registered <br />S denotes soil boring Land Survey no. 192, <br />® denotes percolation test hole <br />_ Hennepin County, Minnesota <br />=951.12 <br />.,.�J'0�o( eie P.146.34 <br />* 0.49 936.92 A` ^tom, <br />--�`:•`::•-. � 936.15 0 <br />46.46 ;iirVey lane A 1� 1� <br />O'ti <br />---• � �"i f'�41.8.9C�ry.�/ f/ f °3ap`O [� <br />IL <br />�..+gip- trel-walls / � \" �•° f � � �}' � � / <br />d 1 maple / 24"M a r',.` <br />` • 9�7,.42.25 f / V� <br />36 9 936.04 / <br />�OS17 -`x' 76.15 <br />/ f rent'* 940.62�� f / <br />g�� a! 993 6i3 ! <br />f� <br />= 945. ��o <br />� ! <br />-941.40 <br />/ / <br />/ 936, 49 �• � � 935.75 / <br />�•••', -•moi <br />.e <br />PROPERTY DESCRIP7701V: <br />Tract H and Tract K, Registered Land Survey No. 192, Hennepin <br />County, Minnesota, according to they files of the Registrar of rales <br />Requested By: <br />■ <br />Tripp Snyder <br />Date: Drawn By: Scolex Checked By: <br />1/4/07 M.L.H. 111=30' T.A.B. <br />1 <br />` O <br />TOTAL AREA - 42096± SF . TO OHWL <br />o <br />survey ti"e tia�'�` HARDCOVER CALCULATIONS- (0-757 <br />AREA = 8446 Sf' <br />STRUCTURE <br />AREA <br />PERCENT <br />AROCOVE <br />EXISTING B/TUM/NOUS ROAD <br />3816 SF. <br />45.2% <br />TOTAL HARDCOVER AREA = 3816 SF, <br />TOTAL HARDCOVER = 45.2Z <br />HARDCOVER CALCULATIONS: (75-2507 <br />AREA = 19773 SF. <br />STRUCTURE <br />AREA <br />PERCENT <br />HARDCOVER <br />EX/S17MG HOUSE/DECK/PATIO <br />3167 SF, <br />16.5X <br />EXISTING DRIVEWAY <br />1931 SF, <br />9,8X <br />EwsnNG WALLS <br />130 SF <br />a6% <br />EXISTING CONCRETE <br />1080 IF <br />5.5X <br />PROPOSED CONCRETE PAD <br />9 SF, <br />0.05% <br />PROPOSED REMOVAL OF ROCKS <br />-320 SF. <br />1,6X <br />elE: PORTION OF DECK <br />TOTAL HARDCOVER AREA = 6097 SF. <br />TOTAL HARDCOVER = 30.8% <br />HARDCOVER CALCULATIONS: (25W-5007 <br />AREA = 13877 SF. <br />STRUCTURE <br />AREA <br />PERCENT <br />HARDCOVE <br />EXISTING DRIVEWAY <br />2816 SF. <br />20.3% <br />NOT, Boundary and Topo Survey was completed for <br />Coro Ziebarth on 1-4-07 No field work was done TOTAL HARDCOVER AREA = 2816 SF, <br />with this Survey to verify Property conditions TOTAL HARDCOVER = 10.3X <br />I hereby certify that this survey, Revised: <br />plan, or report was prepared by me Web Site. - <br />or under my direct supervision and www.ofoawociates.com <br />that 1 am a duly Licensed Land <br />Surveyor under the laws of the 9 West QlVisiOA St. <br />State o Minn sots. � <br />Buffalo, MN 55313 <br />SSOCIATES Ph. (763 )682.4727 Job No. <br />Paul E. Otto Fax: (763)682R3522 1-07-0350 <br />Date: _ ��/ '-4 %License # 40062 Engineers and Land Surveyors, Inc. <br />