Laserfiche WebLink
I I <br /> I I <br /> I I <br /> I I <br /> 46'0 I <br /> Place welded rectangular Steel <br /> I I <br /> Bar Grating. Refer to SheetD D <br /> No. 11 for Details. <br /> I I <br /> I I <br /> I I <br /> 12" I I I I I I <br /> I I <br /> I I <br /> 2 #5 Each Face <br /> I I <br /> 2" X 4" Lumber embeded I <br /> -- halfway in concrete. <br /> 24"0 24"0 Construction Grade <br /> Heart Redwood. <br /> #5 X 7'-0" Each Face <br /> Zff <br /> A #5 X 7'-0" Each Face (Typ.) <br /> 12" 12" <br /> SECTION A—A <br /> 11 .0' <br /> 10-1/2„ <br /> A � #3 Tie ® 18" F______1 _2" <br /> 3 Each Side of Weir <br /> ADDITIONAL REINFORCEMENT ® 2 <br /> 48"0 PIPE OPENING <br /> Elev. 35.5 <br /> SECTION D— D Ess/ <br /> No. 21258 <br /> * <br /> Exp. 9-30-97 <br /> S F <br /> I I #5 ®12" E.W. <br /> I <br /> I <br /> I <br /> I #5 Each Face <br /> I I #4 ®18" E.W. <br /> I I <br /> - - <br /> -- SECTION C—C <br /> 4—#5 Inside Face <br /> 4—#5 Outside Face <br /> I Q, __0 #4 ®18Outside Face <br /> V24"4 ®18' #4 ®15' Inside Face #4 015" Inside Face <br /> #4 ®18 Outside Face <br /> 36"0 36"0 #5 ®18"`. 24„ <br /> Elev. 24.0 <br /> Elev. 24.5 ° <br /> 12" 4 ®18" #5 ®15' <br /> 7 NOTE: <br /> 1 . Typical all 4 walls. <br /> LC 2. Trim reinforcing as required <br /> to allow 2" clearance at <br /> #4 (Typical) 36" and 48" openings. Adjust <br /> Elev. 24.5 <br /> ADDITIONAL REINFORCEMENT ® reinforcing placement as <br /> WEIR & 36"0 SLIDE HEADGATE OPENINGS SECTION B—B required for 2" clearance <br /> at 24" openings. <br /> MINOR CONCRETE (DISTRIBUTION BOX) REINFORCEMENT DETAILS <br /> MINOR STRUCTURE W166 <br /> SHEET TOTAL <br /> LEPROJECT ENGINEER ] CHECKED BY IMITTED BY DATE APPROVAL RECOMMENDED BY DATE COUNTY OF SAN JOAQUIN SCALE: NO SCALE CONSTRUCTION DETAILS DAVIS ROAD WIDENING/RESURFACING No. SHEETS <br /> ����o (Turner Road To Woodbridge Road) lo 13 <br /> F►!.E � �'R�vJ�R.� �'i�T N0. <br /> g.OPc� � D - 215 <br />