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BENCH MARKS <br />NO. STATION DESCRIPTION JELEV. <br />1 9+ 50 PK NAIL IN POWER POLE 11216.53 <br />T-�SHEFT TOTAL <br />PR��E.,T NUMBER 1 SHEETS <br />HALVERSON ADD. rt- <br />T0253 ( 7) 4 3� <br />o' 35' I D 5926 - I -70 <br />P <br />T } OSWALD HALVERSON LH.E. 30' 5600-1-71 <br />L/L/ a 24 2526 27 <br />I28 <br />20 _ 20' <br />LIMITED HIGHWAY `b EASEMENT <br />SOUTH 1/4 CORNER OF <br />SECTION 12, T 6 N, RISE so <br />R.R. SPIKE <br />B.M . I A, 75.5' _ 73' 73 73' 73' <br />o <br />o m ao C ' 45' <br />A A Q7`ai / 1 <br />- - - - - <br />O CON C. SURFACE 11 <br />a DRAIN <br />- - - - - - - - - - - - - - - - - <br />C. T. H. JG' hA °P0 IIA EIGHTH STREET 12 N4"-2O'w MAG 1; S.T.H. 92 3 <br />110 CONSTRUCTION <br />4 II <br />BEGINNING OF PROJECT T0253.(7) <br />6'-0• STATION 10 + 00 + <br />2'-0" <br />0 2 0 z' o <br />OQi 3 GRAVEC� <br />SMOULDER <br />O Li <br />O \ 90o66 <br />/ <br />' lei' CMCP <br />/ LIMITED HIGHWAY EASEMENT <br />12' <br />C.T.M. 'JG' TANG. / CURVE DATA ,O <br />R.R. P1. - 9 + 70.5 � MT HOREB HIGH SCHOOL <br />SECTION A -A 6° SPINE /� a = 90' - 30' + <br />G° ?' 10+48= D = 280 <br />PK' / IOA+68 T = 208.1 <br />$ a <br />STATION IOA+00 / CONC. RFAC <br />CONCRETE SURFACE DRAIN L = 323. I <br />t / <br />STA. 10+00 8 IDA +00 ;' / RAI F PC. = 8 + 55.4 <br />2 ti� �ti <br />/ PT. = 11 + 78.6 <br />20, -Q so /OK 0094, R 206.68 <br />0 <br />m cG10+00- 36+ 14 <br />25% m Pq UNCL. = 6363 C.Y. <br />9 FI LL = 1550 C.Y. <br />218 218 xs0 WASTE= 4300 C.Y. <br />m m E. B. S.= 250 C.Y <br />o n O r <br />+ 0 M + A + i <br />216mo 0 om 00 216 <br />_ 226 <br />9A IOA II A <br />224 <br />CTH "JG" "A" LINE <br />/ 222• <br />PROFILE FINISHED GRADE / <br />AT CL OF CONSTRUCTION <br />220 <br />PROFILE S.TH.'92' 0.5 % <br />-- PROFILE OF GROUND / <br />PROFIL �ROJNQ AT I H / 218__ <br />CL OF CONSTRUCTION /- - <br />PROFILE OF GROUND <br />33' LEFT 216 <br />TOP OF CURB LEFT 19.49 19.74 19.99 _ 20.24 21.20 <br />EDGE OF PAVEMENT 18.68 48.93 _ _J9: 162-- -_- _-_L9,4L - - -- - 19.66 19.91 $Q 87 214 <br />12' LEFT 18.84 _-_-.---18.78 ------19.03--- 19.28 19.53 19.78 20. LO 21.12 <br />171;7; CENTERLINE 18.0 18.30 18.55 18.80 19.05 19.30 20.00 21,30 . <br />12' RIGHT 17.16 17.58 17.83 18.08 18.33 18.80 19.75 21.12 <br />EDGE OF PAVEMENT 17.10 17.35 17..60 17.85 18.42 19.47 81,00 <br />TOP OF CURB RIGHT f,7.43 17.68 12.93 18.18 1875 19.80 21,32 <br />9 10 +50 11 +50 12 +50 13 <br />