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Q COL. 3 \ <br />Q COL.2 <br />o TRAIL & — <br />-.ALINE <br />WORKING LINE <br />CE COL.9 <br />CL COL.S & 5A— <br />OFFSETSTA1 <br />+05.82 <br />EL 891.62 <br />—HB12 <br />SPAN 1 <br />38,_y1. <br />I IOR., <br />it D SLAB <br />�G IBRG. / EL`893718 9 <br />25 LEFT <br />AE PIER I�I <br />OFFSET 13.25' EFT II <br />Lc <br />I' ALL TEMPS. <br />90 <br />CENTER of HEux— <br />J8 Y = 17IJOZ627 Q COL. B <br />—HBIO <br />\C' <br />W.P.\FF HBY—�SyeEJNB <br />/ INSIDE EDGE OF HELIX \ <br />RING BEAM <br />°NG BA''' <br />END SLAB ST A.5+48.94 <br />OFFSET I25' RIGHT <br />EL. 893.63 <br />TYPICAL PERMISSIBLE CONSTRUCTION JOINT EITHER SIDE OF ANY COLUMN, <br />PARTIAL UPPER HELIX PLAN <br />®BOLTON <br />& MENK..us. <br />ENGINEER SIGNATURE P <br />O NFAILING <br />ES16NT-9 CURB MOUNT/ <br />fTY P.1 <br />ORNAMENTAL METAL RIAL INC — <br />CONCRETE CURB SEE SHEE1 - <br />85 FOR DETAILS I.., <br />T TRAIL <br />TRAIL & <br />PROFILE GRADE <br />I.00, <br />-CHAMFER ITY11.1 <br />RING BEAM <br />\-Z/2" VV-DRIP (TYP.1 <br />FROM <br />EDGE OF BEAM <br />LEVEL <br />SECTION B - B <br />-&—GUTTERLINE <br />ODX <br />TRAIL <br />CUTTER.. ti <br />TRAIL GRADE <br />SECTION C - C <br />© VARIES FROM SrA AT STA. 4+81.95 <br />OTRANS. o UNIFORM r <br />WPH. LIMITS SHOWN. MAINT . NOTED <br />COVER FOR BARS. <br />HELIX DETAILS <br />—1" CHAMFER CORNERS <br />21.1 <br />`-DRIP (TYP.I <br />2" FROM EDGE OF SLAB <br />NOTES <br />FSEE WORKING POINT LAYOUT, S OR WORKING POINT DIMENSIONS AND COORDINATES <br />FOR LOWER HALF OF HELIX, SEE SHEE1 . <br />HB = HELIX BEAM <br />DIRECTIONAL ARROW INDICATES UP DIRECTION <br />OF HELIX. <br />S.A.P.l99-010-' I2 'IRIDGE N0. <br />ISHEET NO. 19 OF 99 SHEETS 02053 <br />