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1999 Site Plan
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185 Crystal Creek Road - 33-118-23-32-0003
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1999 Site Plan
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Last modified
8/22/2023 4:49:39 PM
Creation date
12/17/2019 9:22:54 AM
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x Address Old
House Number
185
Street Name
Crystal Creek
Street Type
Road
Address
185 Crystal Creek Road
Document Type
Survey
PIN
3311823320003
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101998 Westwood Professional Services, Inc. <br />L <br />1EG'AL DESCR/PYON..• 10_ <br />Lot 6, 61ock 1, CRYSTAL CREEK, cccordir7g to the recorded I, <br />506.45 — — ,-Vo L4 <br />plat thereof, Hel�nepin County, Minnesota. \ 3 <br />05046 W 243.22 ' \ Benchmark <br />N07 ; cr "' Top of I � o <br />\� /e u = 95.44 <br />N84 °22'45' = " 1 N <br />- 12.59 1 <br />1sement <br />S88 0,3626 ` , I , \ \ p\ I� \ b <br />— ainage and Utility Ea 51.76 <br />10 I I Oo <br />o o <br />I ` \ <br />or I ��,yo �o ` 25 <br />CA q <br />NQ ' N73°51'11 "E; \ I \ \ O \ , 00 <br />m _ LO <br />46.23 - 211300 1300 Jallon pre- <br />a' f i A" c st septitanks <br />a <br />\ <br />- <br />I <br />Z <br />00 <br />Jo I <br />-4, <br />a � <br />m <br />T\ l <br />I <br />.4 <br />/ <br />C <br />W <br />r0i <br />\ <br />\ <br />cc <br />- :;;i;- Drainage <br />Eosemen t— <br />o <br />- <br />ora \ <br />1 <br />rn "0 <br />- <br />o <br />C) <br />NORTH <br />I <br />o <br />O <br />p\ <br />Q' <br />z <br />(Votes. - <br />\ <br />1. Avoid compaction of mound area before, <br />during and <br />CPO <br />after construction <br />2. Verify before drilling that no septic tanks <br />or septic areas <br />1 <br />are within o 50 foot radius of proposed wel/ <br />location. <br />\� <br />(100 feet for shat/ow well <br />c <br />� <br />\ <br />\ <br />Drainage and Utility <br />Easement , <br />3. Verify before construction that no shallow wells are within <br />50 feet <br />�\ <br />N78016'45"E,% <br />100 feet, or deep wells within of proposed <br />septic <br />76.14 <br />tanks or mound area. <br />126.67 <br />4. To extend the life of septic system pump <br />septic tanks <br />a <br />__ <br />0 <br />N00 27 18 E <br />minimum of every 2 years. <br />�n , <br />5. See attached sheets for additional construction details. <br />6. Soil C/osslfied os L e Sueur loam (L tB) 1- 4X slop es, GRAPHIC SCALE <br />according to the U.S. Department of Agriculture soil Survey <br />7. Site plon prepared by or under the supervision of Bernie 40 0 20 40 so <br />Mi/ler- M. P. C. A. License No. 43 <br />Dote '? ( IN FEET } <br />1 inch = 40 ft. <br />Westwood <br />Westwood Professional Services, Inc <br />104 Marty Dr. Suite 3 <br />Buffalo, MN 55313 <br />612 682-2587 <br />I hereby certify that this pion was prepared by me <br />or under my d' ect supervision and that I am a <br />duly register ROFESSIONAL LAND VEYOR under <br />the laws a thliState of Minn <br />ATE RE . No. 23002 <br />Bearing are based on ossumed data. <br />O Denotes iron monument set <br />• Denotes iron monument found <br />ELEVA TIONS <br />Top of foundation = 99.61 <br />Garage floor = 99.21 <br />Lowest floor = 90.81 <br />*Elevations are approximate and may <br />need to be adjusted in the field <br />c� cam. <br />1300 gallon N Q ni propose dee R <br />pttmp tank I 1sJt <br />'plsTI c 51L T IfENCE I <br />D=13 9'03" <br />1� >L 85.4 <br />R-350. 0 CIS' OF ORONO <br />CIA <br />SITE PLAN GRADING PLAN <br />f r (APPROVED N e(,j AZS <br />sbs I ElAPPROVED WITH REVISIONS <br />❑ DIS4PP V <br />00 BY <br />sb5 DATE '1- '2.i.� <br />_ e <br />p tic--- _) j Sb l,\ <br />10 <br />b7 ' l( <br />LEGEND <br />sb 4 <br />I r R� t O existing well <br />�b3 I ,� EDGE OF soil boring <br />I � � 41, � 1 —� percolation test <br />Alternate � (/ �� � 8/T Q X existing fence <br />Se�uYft 2 n �o I y existing deciduous tree <br />l C� / <br />Site existing coniferous tree <br />sb2 existing elevation contour <br />tt <br />OC) 1 D 92,.4 existing spot elevation <br />59-2;4-1 proposed spot elevation <br />,Drainage and Utility Easement F ry y 1 <br />\\ Elevations relative ane assumed <br />0 E10 V060175 relative to G: SO S. 1929 N. G. VD. <br />Denotes proposed surface drainage <br />214.92 X21 I <br />Drainage Easement primary Mound Quantities <br />\ 3/4"-2 1/2" clean rock for rock bed - 23.31 cubic yards <br />160 \ Clean Sand fill - 1601 cubic yards <br />topsoil for cover - 821 cubic yards <br />Loamy sand for cap - 151 cubic yards <br />ORONO COPY <br />DRAWN BCM <br />CHECKED SAG <br />Certificate of Survey <br />Septic System Site pLAN <br />PREPARED FOR: <br />Pillar Homes <br />740 East Lake St. <br />Wayzata, W. <br />DATE <br />7/78I99 <br />JOB NO. <br />99691 <br />9691 ctf awg <br />
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