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1111996 Westwood Professional Services, Inc. <br />Bearing ore based on assumed data. <br />0 Denotes iron monument set <br />• Denotes iron monument found <br />REVISIONS <br />12/07/99 hse dimensions <br />- East line of Out Lot B <br />7- <br />L <br />Lt L/ <br />N0 ° 1555 "W 650.46 <br />p Drainage and Utility Easement291.29 / - <br />Z - <br />1j <br />,10' '~>38.34 �,`'(` \ N39053'17'E <br />'` N44026'17"W 54.77 ,\ Y10 <br />r -- <br />18.51 <br />f <br />, <br />o0 of / I <br />f N24 °5356 ""W r r r 7 / <br />VI 41. 65 L _ / ( / / B 2 SB <br />%� <br />i / <br />` ----' N11026'41 "W 1Y Lte mato " #2 <br />1 40.15 t <br />r1 r <br />/ 1 oe f/ / 0 1 Site / I� <br />t \ l SB B # <br />1 <br />Pi <br />SB #3 I o <br />S,9V6 96 <br />E <br />Q' \ 000 goilon! I J / /g6 , 3 <br />2� pump t nk <br />I o, O <br />P <br />Drainage Easement--= 2-130 gahxl pr6- <br />�- cast sept' t nk <br />Benchmark.' <br />O' <br />\ QRZ S�C I <br />Q � - Top of spike <br />rT, <br />e%v =100. D <br />O <br />Lr) O <br />o- <br />O�\„40 <br />` (v\t <br />rri <br />O W <br />sed p opa d e4p <br />r <br />I Hol I I 43 <br />22 \ \ <br />�, 2 <br />O ui <br />\ ' _ <br />A Easement - \, <br />d Utility - <br />proinage °n - �-- 606.45 \ \ �9�\ d'� `�• \ <br />1 <br />N07o50 46 <br />�\ <br />/1 <br />I_L <br />- <br />- <br />1 1 i L/ <br />--- l 1 i v <br />L _ �,i ( h <br />Primary Mound Quantities <br />3/4"-2 1/2" clean rock: for rock bed - 23.3± cubic yards <br />Clean Sand fill - 150± cubic yards <br />topsoil for cover - 85± cubic yards <br />Loamy sand for cap - 18± cubic yards <br />*Quantities are approximate and do not inclue waste <br />0 <br />CITY of ORONO <br />BUILDING P§9 Ef <br />REVIEW <br />�O INShECTC.R �' <br />t Dii Z ' PEP,MIT NO. <br />LJ Af"fel i:./ S1.�L! AS3 Vl✓IVii l ? Cs> <br />"t r'� 'L_ .'JITr; ��1iFlt.i�Tlt141S AS NCT�CI <br />❑ N%T AF'P'"OVEJ ... CC'.F-3t ECT & RES"UPMIT <br />T s- r ^enter a.+� ilei yc r iolonala ca All work snail be done <br />in ;`A cwnpilance v n all app;;0a 'e bard g and caning code. <br />i�E:.�•'.rur'1Pf ito In ..{'{:.`.� Y'.9�'lS no,.LQtEd In til :� ':.VIUG$ <br />KEEP THIS PLAN SET ON SITIE AT ALL TIMES (,EGEND <br />LEGAL QESC1?/PT101V- <br />L o t ? 51ock 1, CRYSTAL CREEI, according to the recorded <br />plat thereof, Hennepin County, Minnesota. <br />GRAPHIC SCALE <br />40 0 20 40 80 <br />Westwood <br />Westwood Professional Services, Inc <br />104 Marty Dr. Suite 3 <br />Buffalo, MN 55313 <br />612 682-2587 <br />( IN FEET ) <br />1 inch = 40 ft. <br />160 <br />I hereby certify that this plan was prepared by me or under my <br />direct supervise and that I am a d Iy registered PROFESSIONAL <br />LAND SURVEY under the lows of e S to of Minnesota. <br />DATE l 19 G. N0. <br />00 <br />I I <br />I <br />36.66 0 14.50 I <br />9.50 <br />11.50 N <br />N <br />o <br />c? <br />I 16.17 ro N 6.58 0 <br />19.71 Ch ,, 9.92 <br />w so I <br />`fs <br />�y0 'oo <br />.00 � <br />I I <br />HOUSE DETAIL <br />not to scale <br />(DESIGNED <br />BCM <br />DRAWN BCM <br />CHECKED SAG <br />1 <br />d <br />v <br />EL E__ TIONS <br />Top of foundation = 101.2± <br />Garage floor = 101.5± <br />Lowest floor = 92.5± <br />*Elevations are approximate and may <br />need to be adjusted in the field <br />O <br />existing well <br />soil boring <br />Q <br />percolation test <br />X <br />existing fence <br />existing deciduous tree <br />existing coniferous tree <br />existing elevation contour <br />92x4 <br />existing spot elevation <br />,4 <br />proposed spot elevation <br />Elevations relative and assumed <br />❑ <br />Elevations relative to U. S. G S. 1929 N. G. V. D. <br />Denotes proposed surface drainage <br />Private driveway easement per CRYSTALCREEK <br />DECLERAT/ON, Artical 4, Section 4.1 <br />� <br />, 25 I <br />25 <br />l_ <br />Certificate of Survey <br />�t <br />Septic System Site Pian <br />PREPARED FOR <br />I'R1111! I' <br />Notes.' <br />1. Avoid compaction of mound area before, during and <br />after construction <br />2. Verify before drilling that no septic tanks or septic areas <br />are within a 50 foot radius of proposed well location. <br />(100 feet for shallow we//) <br />3. Verify before construction that no shallow wells ore within <br />100 feet, or deep we//s within 50 feet of proposed septic <br />tanks or mound orea. <br />4. To extend the life of septic system pump septic tanks a <br />minimum of every 2 years. <br />5. See attached sheets for additional construction details. <br />5, Sol/ Classified as Le Sueur loam (LO) 7-4,T slopes, <br />according to the U.S. Deportment of Agriculture sol/ Survey <br />7. Site p/an prepared by or under the supervision of Bernie <br />Mi/ler- M. P. C.A. License No. 43 <br />Pillar Homes <br />740 East Lake Ste <br />Wayzata, MIN. <br />DATE <br />11/SO/99 <br />JOB NO. <br />99800 <br />9800ct'.dwg <br />