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18~OZ <br />LEC-~L DESCR~PT~O~ <br />CITY DF EUGE~~E: CEHTE~~~i~~IAL QLVD. <br />Assessor's r}~ap ~ 7-Q3~Z9--3 <br />~ 80~ 22 Ex H I d I T "A" Tax Lots 2 702 , 2801, 2 700 <br />Parcel "A" <br />A parcel of 1 and lye ng i n t~~e S~J4 of Sec. 29,T.17S,R.3~~, . ~~~~~. <br />Beg. at a paint whic~~ is 87.85 ft.South ~ 90.4 ft. East from the i~~~E. <br />corner of County Survey #] 71, ~ being also 50.0 ft. E' 1y from, when measured at <br />right angles to the centerl ~ ne of relocated Ferr St. Hot t Rd Sec, of C <br />y ~ ~ o. Rd. <br />#437 , at En 's Sta. <br />g 38+46.44 <br />~ thence S. SS° flQ' E. 34.65 ft. t ° ' " <br />hence S . 32 Ol 30 ~~~. <br />31. D ft. to the true POB. said poi nt bei n <br />g on the Easy ~nar ~ n of Cobur ~' <br />g g Ra. ~nence <br />S a ~ <br />. 88 QD E. 12.0 ft. ~ <br />t~~enee S. o ~ ~~ <br />57 58 30 E. ,~ ,~ o ~~ „ <br />159.62 f ~.. thence rd.32 41 30 E. 91, 24 <br />ft. thence a1 ong the arc of a 925, Q f t, radius curve to the right ~ the 1 on . <br />9 <br />chord of wig i ch bears S. 21 °19' 24" E. 3 ~ °3 ' 40't : . <br />~l 0 29 ft. ~ thence S.58 5 ~~, 1 D7, 75 ft, <br />thence 5.81°06' 30"~~. 48.25 ft. thence <br />along arc of a spy ral curve r~ gh~ the <br />ton chord of whic ° ~ ~ • <br />g h Dears 5.84 19 ~. 185, b0 ~t. ~ to a poi nt oppose to ~ 80.0 ft. <br />list. ~~~'ly fror~ Eng.'s Centerline Sta."U" 87+44.59 P.C.S. of '` " " <br />. she Q St. Ferry <br />. ~ St. Bridge Sec, of relocated Pac. Hwy. thence a1 ong the arc of a 492.96 ft, radius <br />,curve to the right ~ the 1 ong chord of which bears f~.86°OD' Ol "~i~. 68.97 ft. <br />. ~ <br />thence ~~~~. 32a01' 30"E. 179.7 6 ft, thence 2 a '~ ~ •~ o f <br />~~. 0 23 59 ~~, 38.3,E ft. thence ~~.51 Oo ~~. <br />94.3Q f t. to said East mar ~ n of Cobur Rd. thence ~ al on °Ql ' 30"E. <br />g 9 g said margin ~~.32 <br />146.28 ft, to the true POB. all in Eu ene LCD. Cont. <br />g ~ mJ l ,. Acreage corrects on <br />. for ~ 977 by ~ P~~ D Contai ni n mare or 7 ess <br />g <br />ALSO: <br />Pa rce ~ "E" : <br />Begi n~~i ng at a poi nt opposite and 30 feet d1 stant ~~es terly from Engineer's <br />Centerline Station 1+69.00 P. C..of ref ocated County Road ~~o. 855 g sai d~ of nt also <br />p <br />being 3$.72 feet South and 240.54 feet East of the ~~E c n <br />or er of County Survey ~~o. <br />171, running thence On a 925,0 feet radius curve right the chord of which curve <br />