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CONCRETE LIFT--OUT- <br />PANELS, EQ SIZE <br />6 <br />S521-5 <br />1Y" CORRUGATED <br />METAL DECK (18GA) <br />W/ 2" CONCRETE <br />(TOTAL DEPTH=3%") <br />TYP <br />EMBED PL, <br />SEE 1 <br />S5210 <br />CL <br />EMBED--'__________ _ <br />00 <br />PL <br />I <br />EMBED PL, <br />SEE CL <br />EMBED` <br />PL <br />S521-9 <br />CL <br />EM BED------ <br />PL <br />6 CONCRETE LIFT --OUT <br />S521-5 PANELS, EQ SIZE <br />8" WALLS @ SURFACE <br />UTILIDOR, TYP <br />- HATCH, SEE ARCH <br />PS-8 EMBED— <br />PL, SEE o <br />S521--6 <br />L4P4x,'/2 LEDGER, 3 <br />S5211--10 <br />3%99 CONC ON 3" <br />MTL DK (18 GA) <br />— 10" CIP SLAB, TYP, <br />#5@6"TOP EW <br />& #6 @ 6" BOT EW <br />� <br />EMBED PL � _j <br />= PS-1 SIM, <br />SEE 4 <br />S521-6 <br />VAULT N 4 PLAN AT GRADE <br />SCALE: 1 /4"-1' O" <br />SYM I REVISION BY APPROVED I DATE SYM <br />ORIG SITE BRIDGE TO 40�--021 - STEAM UPGRADES 11578401 CEI EO 05.03.12 <br />FOR CONTAINMENT <br />r2__'� <br />S521-2 <br />38.13° 7 16" CIP SLAB <br />OA� <br />TYP <br />PRECAST TO CIP VAULT <br />CONN BY OTHERS, TYP <br />LINE OF WALL <br />BELOW <br />1 <br />S521-9 <br />30'-1" <br />(6) CONCRETE LIFT -OUT <br />PANELS, EQ SIZE 6 <br />S521--5 <br />VAULT f � 1 PLAN AT GRADE_ <br />SCALE: 1 /4"-1'-O" <br />(E) LID <br />(N) BEAM AT EL <br />CHANGE <br />(N) CONCRETE LIFT -OUT <br />PANELS, TYP <br />TO WALL ELEVATION = UNDERSIDE <br />OF LIFT -OUT PANEL <br />6" PRECAST PANEL - <br />WALLS, SEE 5 <br />S521--5 <br />5 <br />C526-12 A530-2 <br />TYP 2 <br />LOOS <br />EDGE OF LIFT -OUT PANEL S5221--8 <br />CURB INTEGRAL WITH PANEL CL EMBED <br />( ) PL, TYP <br />a <br />I <br />36" DIA MANHOLE n <br />OPNG, SEE (jjjSIM) <br />55�21-- 4 00. <br />i <br />S521 8 <br />BURIED 16" CIP SLAB W/ <br />#5 @ 6" TOP EW <br />& #6 @ 6" BOT EW <br />m <br />P <br />xq <br />v <br />FO (E) BLDG - <br />10 ®®99 <br />(:% 3 <br />S521---4 S521-4 - <br />FOR PANEL JOINT 18"D FTG, - <br />DETAIL SEE 2 TYP 2 PLCS <br />S521-4 <br />SEE ARCH <br />! 1 4 <br />A530-1 <br />WELDED STEEL BAR GRATING, BAR <br />SIZE W-a19-2-2%Y16" SERRATED TOP <br />SURFACE, RODS INCLUDE BAR BANDS <br />AT SIDES <br />PRECAST TO CIP VAULT <br />CONN BY OTHERS, TYP <br />VA U LT N 3 PLAN AT GRADE <br />SCALE. 1 /4"-1'-O" 5521-1 N <br />F01 <br />�t 1.26 <br />5521 7 <br />5" SLAB ON <br />GRADE <br />DENOTES TYPE AND LOCATION OF REINFORCED <br />CONCRETE LID PANELS. ARROW INDICATES <br />PRIMARY REINFORCING DIRECTION. <br />INDICATES STEP IN CONCRETE ELEVATION. <br />GENERAL NOTES <br />71> VAULT LIDS HAVE BEEN DESIGNED <br />FOR LIVE LOAD = 100 PSF AND 300 LBS <br />CONCENTRATED LOAD. <br />2 BRIDGE COVERS HAVE BEEN DESIGNED FOR LIVE <br />LOAD p 25PSF AND 300 LBS CONCENTRATED LOAD. <br />3. NOT USED. <br />UTILITY CLOSURE LAYOUT. <br />5521-1 5 NEW BOLLARD. SEE CIVIL AND ARCHITECTURAL FOR <br />AT ROOF TYPE AND LOCATIONS. <br />FOR TYP HSS BASE <br />DETAIL SEE (M <br />SEE ARCH S521-5 REFERENCE DRAWINGS <br />48" DIA MANHOLE <br />OPNG <br />S521--4 <br />36" DIA MANHOLE <br />OPNG <br />ACCEPTABILITY <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />DRAWN <br />R. REEVES <br />DATE SUBTITLE <br />05.03.12 <br />TUNNEL PLAN <br />05.03.12 <br />CHECKED <br />K. ROTHROCK <br />ENGINEER <br />K. ROTHROCK <br />- TITLE SITE - BRIDGE TO 40-021 - STEAM UPGRADES <br />05.03.12 <br />05.03.12 <br />SITE 40-YD <br />STRUCTURAL MASTER <br />APPROVED BY <br />DEPT. <br />DATE <br />CHECKED <br />E. OJAIA <br />APPROVED <br />APPROVED <br />CONSTRUCTION NOTES <br />1 SHORING BY CONTRACTOR. SUBMIT SHORING <br />DESIGN FOR REVIEW. <br />2 MANHOLE, EAST JORDAN IRON WORKS 181OA2VH <br />COVER W/ BOLT RING OR APPROVED EQUAL. <br />3 ACCESS LADDER (COORD LOG WITH MECH), SEE <br />CIVIL. <br />40-21 40-22 40-23 <br />H 40-51 <br />