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r<`1 j1 <br />j.... ::-�. ., y._- .... � .•i.,_�?>..r..v.::::.-.1.d...:_,zsr:...:,_._Y..>.wa,v.,,vr+, _ .._.;.a-_r._....u,.Brae..........u...v;.ai:u.:i£.�;,sLtiiy,�4a:;+haz.,:,,.,`>re:v.+i,_:�•,- �.I,..w.,:e>�`i, 5.::x,�tn.��'"...�+Iat ,w" =e,-.ear �.w ..x...s..-._•_-_• <br />r5r Zl'fl <br />.Lot 2,`Block. 2, Venture Addition and <br />!L t: part of Lot-1, Block 2, Venture Addition, <br />s4 ` according to the p1at:lhereoE,o,n Elleand of cecord in <br />the office ;or the County Recorder in and for Ramsey. <br />r/x I County, Minnesota; described as follows: Cominenc.iny at, <br />1�an <br />the southwest corner of: Section3, Township.29'Nor t•h, <br />23 Oil <br />- I 350 deg ceesg 4l mlinutes r56 secondsun no r terl( a zi mu th,orienitad C' to <br />Minnesota Statn Plane Coordinate.System)'along the west <br />'I dine of said Suction 3'foc 120.5 feet;, thence on'an <br />azimuth of 92 degrees 40 mindles 26 seconds, 250 Ccot; <br />r .,_ I •, it 1 thence on all azimuth Of 01 degrees 05 minutes 56' <br />seconds, 77 feet to pa int'of beginning of-Tcact• A <br />P a , to be described; thence on an azimuth <br />92 degrees U5 <br />1.32 <br />a PO <br />�y I northeasterly <br />oil <br />min6tes 56 c11ne 4st;o <br />le <br />said Lot thencellt on antlazimuth. <br />]r i of 717 degrees OS'minules. 51 seconds along the ` <br />y <br />'-., '' •. ,` northeasterly line of said Lot 1, 46.6G feet; thence on <br />an <br />3i a ,` I ` said�northeasterlyelines 121.01ufee t57Lhencedrunlong <br />rvimuth of <br />� northwesterly along said northeasterly lot line on a <br />r " ' sLaagential..curve, having a radius of 441.97 feet, and4. <br />a <br />delta angle; o- 61'degre'es b0 minutes OU pacm,ds 470.55 <br />1 secondshalongon an aZinILILII of said northeasterly) degrees 05 line, 101.211nfeet; 56 <br />' thence run nocthwestarly along said northeasterly lot <br />_' \ lane on' a tangential. cucve haviny a-. rar]ios of 321.97 <br />•'.65.44­Q \�'• Eea L•, and aAelta angle of .:31 degrees .05'.minutes 55. <br />n� r ` a /'I saconde,.' 174.76 feel thenco' err an, azimuth of .260 <br />.�b�� i' 1 degrees azi'41- minutes '..56 secon65 65.44 feet thence on an <br />n I I /95, EPcItu L•h °E-170 dogreea 41 minutes. 56 seconds, 646.913 <br />as°'onaat,�pjE on an`azimuth of 135' degrees 45m inutes 12 <br />t -04 Cact <br />9do 94 32-. lea t L°:. tl <br />kte .' 49;:. minuees,z6 r.. th nce;on an azimuth of 92 degrees <br />!it ' I .`-' �• ''\ `�\ �., \\ beginning; Point of, . <br />LEGAL <br />T10N9ez/INv9oa <br />Oy y <br />'w.4 <br />1' RE. 91600 _ <br />1 1 1 :INV.90200RE <br />\N-903 PONDS 0;51 AC. FT. STORAGE <br />511 <br />FFc 15.0'' <br />£ tDfY�l O' f IL 0 <br />'I IN , _ �tA INV.=Z4 ` e. <br />81�1 toy x.IA d? r , C.. a _..-...- os5 /_--- - -CB INV. <br />S• r <br />ACCESS ROAD t{�12�Zb�. <br />-m Iz.4 V M\ NV,-88 <br />(TYPICAL) <br />INV.= 5 ,� a, \ FF=- wJ.. 8.60� Rea <br />9.4 13.3 - ', <br />X <br />SEE PARKING 6 'ro �� I, FF=155 M1e2 AREA SECTIONy� 6 <br />o 91,fi! >,TY "449 k INVI= <br />516 <br />FF=13.8 FF -12.8 INV...! . <br />•� ixiA - _ 069 % <br />13.5 FF <br />0.70 % 7 - FF=14.3 - - - <br />a <br />0.71% <br />I M <br />4. <br />y <br />i p <br />fd 14.7_ 0.52 % i <br />FF=16.8•• <br />FF=14.5 � k <br />IY NY { <br />o FF=15.5 'FF=14.5 <br />FF=14.: <br />18 I6 <br />90�\ <br />_ CpUNTY ROAD ."C• <br />"6"CL.5 AGGREGATE BASE <br />PREPARED SUBGRADE <br />1II!1iA"1r1Ur AQCA <br />2" BIT, WEAR COURSE 2341 <br />2" SIT. BASE COURSE 2331 <br />-C' CI_5 AGGREGATE BASE <br />100% CRUSHED OUARRY STONE <br />-PREPARED SUBGRADE <br />ACCESS ROAD PAVING SECTION DETAIL <br />N <br />LEGEND <br />EXISTING SANITARY SEWER <br />EXISTING WATERMAIN <br />�) EXISTING STORM SEWER <br />EXISTING CONTOURS <br />" PROPOSED STORM SEWER <br />PROPOSED CONTOURS <br />�N\ <br />1 - I <br />FF=15.5 <br />I <br />1 i <br />SO 0 50 100 <br />�IFF 1scel. bet <br />=5., t I 1. <br />IN q <br />6'D IP STUB ' <br />9,e' II <br />11 <br />I 16" 0.1 P <br />Korsunsky Krank Erickson <br />Architects, Inc. <br />300 1=irst :venue North <br />Suite. 500 <br />Minneapolis. NIN 55401 <br />612/3301-4200 <br />FINE ASSOCIATES <br />PRELIMMARY <br />GRADING <br />& DRAINAGE <br />e.+;^-w.•.eo aox1+N.o. x+rxc'o, <br />./- <br />o..a <br />.■s�Comwsnles <br />SWWRUN EN6INEEMN& INC. <br />Va xlpnna .. N.[. a.o. 1. ataoa U. •x +u» <br />uses xi.e.., ..• .> a,.,,,.r., YM uav <br />I hereby certify that this plan, specification, or <br />report was prepared by me or under my direct <br />supervision, and that I am a duly registered Architect <br />under the laws of the State of <br />Date Reg. No <br />No. Date Revision Description <br />Project No. Sheet <br />Date <br />Drawn by <br />Checked by Of <br />