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01999 Westwood Professional services, Inc. <br />SITE COPY <br />'6s4©34` <br />32.5 <br />L=35. U0 M*26#45NE 476.58 <br />RM <br />o106� m1 7031/Dainage and 1� u / <br />-- — <br />— <br />/ <br />2 ;�tiu , � / 141 erns e <br />i h 23.5 _ , 4 SeptW <br />3sb <br />tl 3.i0o o <br />50 i p o �' existi silt f nce + / <br />/ , <br />76.2 � a m � 4.sb , / <br />vi Lo 1 .21 <br />3.6 vl / <br />i <br />. <br />W I 4 <br />' / 10 <br />I <br />Lo n 1 t <br />\ ,�J 1300/gc1lon e- <br />ELEVA TONS N su -a deep � I cast septic tanks / <br />� �re .location / <br />Lowest floor elev. = 92.1± <br />�- -- / <br />Top of foundation elev. = 100.91 I c <br />!- ench rk. e and ti/ify aseme <br />Garage floor elev. = 100.5E pp of ar ,nom �• __ <br />*Elevations are approximate and may need 10 $$ ev g6to be adjusted in the field. O `�� <br />� U) NE380=4YWE 295.00 <br />25 25 <br />LEGEND <br />Q percolation test hole <br />soil boring <br />- _ — - - exist/ng elevot/on contour <br />92.4 existing spot e%vat/on <br />T492proposed spot elevation <br />Elevct/ons relot/ve and assumed <br />0 Elevations relative to U. S. G S. 1929 N. G. V D. <br />Denotes proposed surface dra/nage <br />_._"Z <br />Beteg are based on assumed data. <br />p pates iron monument set <br />• Denotes iron monument found <br />REVISIONS <br />3/04/99 mound loc. <br />4/28/99 house style <br />JILITWestwood <br />Westwood Professional Services, Inc <br />104 Marty Dr. Suite 3 <br />Buffalo, MN 55313 <br />612 682-2587 <br />13 ump tank <br />x <br />/1 �b6 <br />o� <br />/f0 <br />-4 <br />y�K _ <br />�r i' • <br />CITY 4f 0RO <br />SITE FLAN GRADING PLAN <br />9 APERDVED -Neuf R'S <br />❑ APP O E -D WITH REVISIONS <br />❑ DISAP O4� <br />By <br />TA <br />10 Se)D c <br />Site <br />� b 2 <br />� sb1 Z <br />8.5 x-'68 0 <br />Drainage and- <br />r�f' <br />781 Easement ,� L <br />� � �► <br />10 <br />Drainage and _..c- h ,e __ I <br />u ti/i ty Easement `n <br />L ECRL D�SCR/P TiON.- - <br />Lot 2, Block 2, CRYSTAL CPEEK, according to the recorded <br />plat thereof, Hennepin County, Minnesota. <br />Primary Mound Quantities <br />3/4"-2 1/2" clean rock for rock bed — 23.3E cubic yards <br />Clean Sand fill — 150E cubic yards <br />topsoil for cover — 771 cubic yards <br />Loamy sand for cap — 181 cubic yards <br />**Quantities are approximate and do not include waste <br />4 <br />GRAPHIC SC ALE <br />iso <br />( IN Fl= ) <br />1 inch = 40 ft. <br />I hereby certify that this plan was prepared by me <br />or under my direct supervision and at I am aunder <br />duly register ROFESSIONAL UIR <br />the laws o fie` S�tote�of Minn <br />t �./.7if1/ <br />DATE ? RE <br />DRAWN BCM <br />CHECKED SAG <br />--� �6' . <br />Approximate edge � , \ <br />of Wet/and <br />0 <br />lam, _ irri� <br />Notes.. <br />1. Avoid compaction of mound area before, during and <br />after construction <br />2. Verify before drilling that no septic tanks ar septic areas <br />are within a 50 foot radius of proposed well %cation. <br />(100 feet for shallow well) <br />3. Verify before construction that no shallow wells are with/n <br />100 feet, or deep wells within 50 feet of proposed septic <br />tanks or mound area. <br />4. To extend the l/fe of septic system pump septic tanks a <br />min/mum of every 2 years. <br />5. See attached sheets for add/tionOl construct/on details. <br />6. Soil Classified as Lester loam(LrC) 6-12X s/opes, <br />accord/ng to the U.S. Deportment of Agriculture so/l Survey <br />7. S/te plan prepared by or under the supervision of Bern/e <br />Miller- M.P. C.A. License No. 4,3 <br />Date 1091-,i <br />Septic System Site Pian <br />$t <br />Certificate of Survey <br />PERPARED FOR: DATE <br />2/19/99 <br />Pinar Homes <br />740 East Lake St. JOB NO. <br />99577Wayzata, t1• <br />