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Home My WebLink About1999 Site Plan01999 Westwood Professional services, Inc. SITE COPY '6s4©34` 32.5 L=35. U0 M*26#45NE 476.58 RM o106� m1 7031/Dainage and 1� u / -- — — / 2 ;�tiu , � / 141 erns e i h 23.5 _ , 4 SeptW 3sb tl 3.i0o o 50 i p o �' existi silt f nce + / / , 76.2 � a m � 4.sb , / vi Lo 1 .21 3.6 vl / i . W I 4 ' / 10 I Lo n 1 t \ ,�J 1300/gc1lon e- ELEVA TONS N su -a deep � I cast septic tanks / � �re .location / Lowest floor elev. = 92.1± �- -- / Top of foundation elev. = 100.91 I c !- ench rk. e and ti/ify aseme Garage floor elev. = 100.5E pp of ar ,nom �• __ *Elevations are approximate and may need 10 $$ ev g6to be adjusted in the field. O `�� U) NE380=4YWE 295.00 25 25 LEGEND Q percolation test hole soil boring - _ — - - exist/ng elevot/on contour 92.4 existing spot e%vat/on T492proposed spot elevation Elevct/ons relot/ve and assumed 0 Elevations relative to U. S. G S. 1929 N. G. V D. Denotes proposed surface dra/nage _._"Z Beteg are based on assumed data. p pates iron monument set • Denotes iron monument found REVISIONS 3/04/99 mound loc. 4/28/99 house style JILITWestwood Westwood Professional Services, Inc 104 Marty Dr. Suite 3 Buffalo, MN 55313 612 682-2587 13 ump tank x /1 �b6 o� /f0 -4 y�K _ �r i' • CITY 4f 0RO SITE FLAN GRADING PLAN 9 APERDVED -Neuf R'S ❑ APP O E -D WITH REVISIONS ❑ DISAP O4� By TA 10 Se)D c Site � b 2 � sb1 Z 8.5 x-'68 0 Drainage and- r�f' 781 Easement ,� L � � �► 10 Drainage and _..c- h ,e __ I u ti/i ty Easement `n L ECRL D�SCR/P TiON.- - Lot 2, Block 2, CRYSTAL CPEEK, according to the recorded plat thereof, Hennepin County, Minnesota. Primary Mound Quantities 3/4"-2 1/2" clean rock for rock bed — 23.3E cubic yards Clean Sand fill — 150E cubic yards topsoil for cover — 771 cubic yards Loamy sand for cap — 181 cubic yards **Quantities are approximate and do not include waste 4 GRAPHIC SC ALE iso ( IN Fl= ) 1 inch = 40 ft. I hereby certify that this plan was prepared by me or under my direct supervision and at I am aunder duly register ROFESSIONAL UIR the laws o fie` S�tote�of Minn t �./.7if1/ DATE ? RE DRAWN BCM CHECKED SAG --� �6' . Approximate edge � , \ of Wet/and 0 lam, _ irri� Notes.. 1. Avoid compaction of mound area before, during and after construction 2. Verify before drilling that no septic tanks ar septic areas are within a 50 foot radius of proposed well %cation. (100 feet for shallow well) 3. Verify before construction that no shallow wells are with/n 100 feet, or deep wells within 50 feet of proposed septic tanks or mound area. 4. To extend the l/fe of septic system pump septic tanks a min/mum of every 2 years. 5. See attached sheets for add/tionOl construct/on details. 6. Soil Classified as Lester loam(LrC) 6-12X s/opes, accord/ng to the U.S. Deportment of Agriculture so/l Survey 7. S/te plan prepared by or under the supervision of Bern/e Miller- M.P. C.A. License No. 4,3 Date 1091-,i Septic System Site Pian $t Certificate of Survey PERPARED FOR: DATE 2/19/99 Pinar Homes 740 East Lake St. JOB NO. 99577Wayzata, t1•