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66' 66' <br />729 07 Z 29.11 <br />+31.05 +32.70 <br />30.93 32158 <br />a`.Gy CONC. GUTTER <br />TORAS 30'C9G <br />\ i <br />STATION 16+18.5 <br />JEFFERSON ST. <br />III ill <br />1t N t! a <br />T.C. III 45D I1� <br />44.58 4.26 v <br />0 <br />LL V. b m } Li <br />+ 0 43.9 - fah' <br />maILL 0 <br />� 44. _ N v 45.60 <br />3.0 Q <br />43.35 45.28 <br />43.69 45.4 O <br />-42,60 +4430 + <br />42.76 " 20 S.T. H. X92' 45+30 <br />19450 43.87 4143 <br />+ 42.60 + +44.25 45+2 <br />43.69 <br />42.25 44.67 44.88 <br />.6 <br />a 44. w o 45.20 <br />Hi/C 43.67 + <br />u AAOT. B� N <br />~ 4416 II 143.68 + 44. TC <br />1 44.5 11 44.7 <br />u 1 Iii <br />II I <br />STATION 19+83.1 <br />GARFIELD ST. <br />PROJECT SHEET TOTAL <br />NUMBER I SHEETS <br />T0253 (7) 1 2.1 36 <br />II <br />ID 5926-1-70 <br />5600-1 -71 <br />50' IIIP50 <br />F- 36.6 11 Ij ti it 36.2 <br />Lo <br />o T.C.8 T.G. T.C. II I N M III T.C. u <br />V4. 24.0 Z 236 24.0 N '�0 f <br />To 0 1' 36.0 35.60N+0 ,lb ++ <br />+36.40 35.72 +35,10 <br />as' <br />26 S.T. H. '92' 31 3s.s S.T. H. '92 34 S.T H. 92' 35 <br />36.58 35.28 <br />+3620 35.6 +34.98 W� <br />Q <br />n o <br />0 <br />Z +p R'"• Y �� <br />V .1Jh Q ,if 17 ,O N N ♦ N <br />35.3 TC. F r <br />rc. <br />.c. <br />=35.0 111 '35.0 22.D0 Q z2.00 <br />I <br />I I <br />III �1 it 50' <br />STATION 26 + 01.1 T.C.34.80'1 1 it 34+30 T.C. <br />LINCOLN ST. <br />STATION 31+31.7 STATION 34+46.7 <br />MAIN ST. ALASKA AVE. <br />R/W LINE <br />12" <br />4 -0" <br />\\ 56 1�' EXPANSION <br />IL56 �' JOINT <br />\ 81 l- NO. 4 BARS <br />2A 1 1 i-0"CENTERSPER FOOT _ <br />NO. 4 BARS 2" <br />7" GENIE RSy ----- <br />N <br />n <br />+a .�..I/�� N 6 <br />D " <br />linl N \ 1 �. +I� <br />\\1\ <br />u1 \\\ F ori o SECTION A -A <br />12" <br />Ln <br />STEPS CONSTRUCTION <br />�� 10.5 LIMIT <br />S.T. H. 36 g ' z r T- I <br />u.20 D I <br />-11 'q a It" EXPANSION <br />\ ; I S.T. H. 78' 37 TA TSON 55 7 .6 1 F <br />- o JOINT <br />0 V <br />m <br />T.C._ <br />~ 22.35 <br />S ,A <br />mm <br />II +e III <br />ISI na III <br />IIIT.C. cv <br />I I 21.40 T.C. <br />I II 23.92 <br />� 6p <br />STATION 36+35.7 <br />U.S.H. 18 & 151 <br />I S.TH. 78' 122.24 <br />STATION 61 + 53 <br />BLUE VIEW DR. <br />CONCRETE <br />STEPS <br />TE PS <br />CONCRETE STEPS <br />NOTE <br />SEE PLAN SHEETS FOR CURB RADII. <br />NOTES <br />ALL EXPOSED EDGES TO BE FINISHED <br />TO 1/4" RADIUS <br />RtINFORCING STEEL TO BE INCLUDED IN <br />BID PRICE OF CONCRETE STEPS <br />EkACT LOCATION OF STEPS TO BE DETERMINED <br />BY THE RESIDENT ENGINEER <br />MINIMUM WIDTH OF STEPS TO BE 4 FEET <br />T. C. <br />�j <br />23.92 <br />W <br />n <br />23 0 + o <br />W <br />22.68 <br />J <br />C13 <br />8, 2.56 <br />a <br />ry <br />I S.TH. 78' 122.24 <br />STATION 61 + 53 <br />BLUE VIEW DR. <br />CONCRETE <br />STEPS <br />TE PS <br />CONCRETE STEPS <br />NOTE <br />SEE PLAN SHEETS FOR CURB RADII. <br />NOTES <br />ALL EXPOSED EDGES TO BE FINISHED <br />TO 1/4" RADIUS <br />RtINFORCING STEEL TO BE INCLUDED IN <br />BID PRICE OF CONCRETE STEPS <br />EkACT LOCATION OF STEPS TO BE DETERMINED <br />BY THE RESIDENT ENGINEER <br />MINIMUM WIDTH OF STEPS TO BE 4 FEET <br />