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(N) CONCRETE LIFT -OUT <br />PANELS, SEE PLAN <br />AND 6A <br />S521-5A <br />SEE 10-) <br />S521-6A <br />#5 HORIZ <br />@ 18" OC , <br />SE PLAN <br />2 <br />#6 VERT' <br />@8"OC <br />EL PER CIVIL <br />, <br />0� <br />1 <br />5 @ 15" - <br />OC, EA WAY <br />T&B, TYP <br />1 "0 COIL INSERT BY DAYTON <br />SUPERIOR OR EQUAL (MIN SAFE <br />WORKING LOAD-3.2k) IN EA CORNER <br />(TOTAL=4 PER PANEL) <br />PHASE 2 PHAS 3 <br />SEE <br />(N) UTILIDOR PLAN , O UTILIDOR <br />///-- (N) HPS PIPE <br />- ti <br />NOTE: <br />FOR INFORMATION NOT NOTED SEE <br />S521-4 <br />UTILIDOR/(E) VAULT @ BRIDGE <br />SCALE: 1 /2"=1'-0" <br />CONCRETE PAVING, SEE <br />CIVIL <br />SECTION @VAULT TO <br />PRECAST TUNNEL <br />SCALE: 1/2"=1'-0" <br />S521--3 <br />m <br />REMOVE AND REPLACE <br />TOP OF WALL <br />(N) C10x13.5 W/ 5"Ox421" <br />HDAS @ 24" OC <br />(E) VAULT <br />0--l' —(E) PIPE <br />(2) #5 TOP <br />10" WALL, VI F <br />UPPER FLOOR <br />OF (E) VAULT <br />CONCRETE PAVING, SEE <br />CIVIL <br />1 <br />#5 x (1 @ 12" OC <br />Lu <br />bi <br />c� <br />#7 @ <br />9" OC <br />VERT <br />OUTSIDE <br />BARS <br />#6 @ <br />12" 0( <br />HORI <br />BARS <br />C526-11 C526-11 C526-1 <br />EL PER CIVIL <br />0 <br />(N) <br />REMOVABLE <br />RAIL, SEE S521-8A <br />—(N) <br />CONCRETE LIFT -OUT <br />PANELS, SEE PLAN AND <br />S5211--5A <br />FINISH <br />GRADE, ELUE <br />TOP OF CURB <br />i <br />FINISH GRADE, <br />SEE CIVIL <br />t7t= <br />w <br />#5 BARS @ 16" OC W/ <br />6" EMBED INTO (E) CONC <br />_TYPICAL SECTION @ BURIED VAULT <br />SCALE: 1 /2"=V-0" <br />00 <br />aco <br />m <br />SEE PLAN, TYP <br />REMOVE (E) <br />CONC WALL <br />(E) UTILIDOR <br />NOTE: SEE 1 /S521-8A FOR ADDITIONAL <br />INFORMATION NOT NOTED HERE. <br />SECTION AT MANHOLE "A" NORTH <br />SCALE: 1 /2"= 0" <br />EL PER CIVIL <br />EL PER CIVIL <br />PLAN <br />WALL BYND <br />NOTE: SEE 1 /S521-8A FOR ADDITIONAL <br />INFORMATION NOT NOTED HERE. <br />GENERAL NOTES <br />1� SUBGRADE PREPERATION PER GEOTECH. SEE "FOUNDATIONS <br />AND RETAINING WALLS" NOTES ON SHEET S213. <br />2 WALL DRAINAGE, TYP ALL WALLS. <br />S521-3 <br />PHASE 2 PHASE 3 L2x2x4 x 2'--0" W/ <br />(2) �"Ox3" EXP <br />ANCHOR, ES <br />DOWELS T0 <br />MATCH HORIZI <br />REINF <br />SECTION AT MANHOLE "A79 NORTH <br />SCALE. 1 /2"= V-0„ <br />1 <br />m <br />6" EMBED <br />Hm <br />FINISH GRADE, MATCH (E <br />Lu <br />#5 BARS @ 16" OC W/ <br />6" EMBED INTO (E) CONC <br />0_ Al� <br />E <br />ol , 'i mil'' <br />