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CURVE <br />DATA <br />P I. = <br />56+ 26.75 <br />A = <br />19*.- 12' <br />D = <br />8°-00' <br />T <br />121.24' <br />L <br />240.00' <br />PC. = <br />55 +05.51 <br />P.T. = <br />57 + 45.51 BACK <br />57 + 47.99 AHEAD <br />R = <br />716.21' IE <br />JEROME SKINDRUD <br />D <br />V <br />+ 1 <br />18 OMCP <br />REMOVE <br />O <br />Io <br />n <br />STA. 57 + 20 LT. I <br />I- INLET - 3-H REOD <br />EL. GRATE 209.47 STA. 57+35 LT. <br />I - INLET 3-H REO'O <br />EL. GRATE 209.52 <br />LIMITED <br />- - - - - ^ - - - <br />RUSSELL R. PASKE SKINDRUD'S SUBDIVISION <br />BLOCK NO. 2 <br />4 <br />ORREN M. FEHLING WILLIAM A. SPATH <br />3 2 <br />HIGHWAY I EASEMENT <br />5� T ------ <br />B.P.R. <br />BENCH MARKS <br />SHEET <br />TOTAL <br />DIV ISIOry <br />PROJECT <br />NUMBER <br />SHEETS <br />4 <br />T0253(7 <br />12 <br />% <br />VERNON D. LUNDE <br />I <br />L L.H E <br />-- - - - - - - - - - - - -- - <br />ID 5926-1-70 <br />5600-1-71 <br />O Cf <br />N 1 <br />+ <br />� M <br />+�I <br />..7 <br />I II I <br />w <br />I <br />L ---r% - w -------- ---i--is.-i8"RC.P-r <br />42 --- -------- ---------____ <br />1 L <br />TO1 -- ---- �— <br />\ / M 5 — — 1— — — — — — — — — — — — — OF CONSTRUCTION 60 N 6•- E MAG.) 81 <br />R.C.P.-SS-- <br />/ C L3lr REQ D E ----- — <br />5 END WATER MAIN— <br />a / <br />V` STA. 57+3SRT. I 22.5' - <br />/ '{ - Ra - E'MEa iA. S7 + 20 RL I -INLET 3-H REO' 33' �� �I - _ _ _ _ I 11 <br />'4 ZO' 1 -CATCH BASIN 5- H READ E L GRAT 208.28 p - - - _ <br />-7- <br />_ \T EL_ GRATE 208_23 - - - - - - - - - - - - - - - - - 8 - - - - - - - - - - - <br />i 4� lever' - m w Lj 20 L.H.E. L.H.E. I I I 5 <br />LH.E . P. K. FI n m <br />O G 30' a^ <br />o L \, .;� �? + <br />, 0 N n <br />n <br />BENCH MARKS <br />15 I I BM. 10 gl II 1I <br />I I <br />I <br />MILK II I 1* <br />WAREHOUSE <br />NO. STATION DESCRIPTION ELEV. <br />10 60+ 32 PK. NAIL IN CEDAR 44' R 1237.11 <br />6 STATION 56+26.75 a H WALTER DU�RTSCHI I II <br />O WALTER DURTSCHI <br />PLATE I — PLAN— PROFILE a • w c <br />