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101998 Westwood Professional Services, Inc, <br />t <br />u7 <br />N <br />L0 <br />N <br />I S89050'08 -W 99.30 <br />—� J y <br />OD <br />t Drainage acrd—Y C"I <br />', i uti/rty Easement � i � <br />ISO <br />ysb1 0 84.{3 Lt3 N <br />l <br />��., °�� Sept 2 c r- <br />17.5 <br />\\ S'Zte <br />�- ested d s' <br />o ` well lo�aM0/7 1306lump tank �.' <br />,CPsb2 <br />� \ ' <br />e <br />�¢ 1 ! 39.5 ' W <br />50 fol70\goCCon <br />d� \ cost Sea tic t ks 1 sA <br />/ i M <br />sb3 � <br />0S SJtic t!7!?CCSCA- <br />C;.'. <br />sb4�,.�,�, i 1 <br />09 <br />..� 20 <br />5 <br />ED <br />ao <br />Benchmark <br />Top of rebar <br />elegy =100 0 <br />LEGEND <br />ff ( lCPCP <br />65.6 as \ <br />1611.b <br />k arrd1`i/r't�E ase \ C1 <br />S788055, 0 <br />05-t''-- \ <br />424.E «6 <br />\ ~ <br />_\O <br />.__ <br />percolation test hole <br />soil boring <br />- - - - - existing elevation contour <br />92*4 existing spot elevation <br />F9_2_*_41 proposed spot elevation <br />ECevctions relative and assumed <br />❑ Fle vations relative to U S. G. S. 1029 N G VD <br />Denotes proposed surface drainage <br />Bearing are based on assumed data <br />0 Denotes iron monument set <br />i Denotes iron monument found <br />REVISIONS <br />L •� <br />Westwood <br />Westwood Professional Services, Inc <br />104 Marty Dr. Suite 3 <br />Buffalo, MN 55313 <br />612 682-2587 <br />GRAPHIC SCALE <br />40 0 20 40 80 <br />( IN FEET ) <br />1 inch = 40 ft. <br />I hereby certify at this pion was prepared by me <br />x under my r t supervision and that 1 am a <br />July <br />register ROl^ESSIONAL LAN SURVEYOR under <br />the laws of a State of Minn <br />' I �► _' - t�No.23002 <br />DRAWN BCM <br />CHECKED SAG <br />4 CL_k C")us_ L I C-6 <br />I --� C�' C '_ )_X P . <br />ORONO <br />COPY <br />LEGAL DESCRIPTION.- <br />Lot 5, Block 2 CRYSTAL CREE_A< according to the recorded .., <br />plat thereof, Hennepin County, Vl;?nesota. <br />160 <br />CITY OF ORONU <br />SITE PLAN GRADING PLA <br />U-APPROVED 6-W ("55 <br />0 D) SAPR 0 `EI7 <br />sy <br />DATE <br />ELEVA TIONS <br />Lowest floor elev. = 88.2 <br />Top of foundation elev. = 96.9 <br />Garage floor elev. = 96.5 <br />Primary Mound Quantities <br />3/4"-2 1/2" clean rock for rock bed — 2_.3f cubic yards <br />Clean Sand fill — 140t cubic yards <br />topsoil for cover — 70± cubic yards <br />Loamy sand for cap — 18f cubic yards <br />Quantities do not include waste <br />Notes: <br />1. Avoid compaction of mound area before, durintc 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 well) <br />J. Verify before construction that no shallow wells are within <br />100 feet, or deep wells within 50 feet of proposec septic <br />tanks or mound area. <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 />6. Soil Classified as Lester loam(i-rB) 2-69' slopes: <br />according to the U.S. Department of Agriculture soil Survey <br />7. Site plan prepared by or under the supervision of Bernle <br />Miller- M.P. C.A. License No. 4.3 <br />Septic System Site Pian <br />Certificate of Survey <br />Date <br />PERPARED FOR: <br />DATE <br />10!113198 <br />Pillar lues <br />18995 31st Puce N. <br />,sae Na. <br />Plymoew M. <br />98761 <br />9P <br />� t <br />�' '�� `�---F` x <br />S <br />?.;.. ..;;.•t'.: <br />s° ria==,. i <br />