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<br />MRO ENGINEERS INC. AND COUNTY OF SAN
<br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT'
<br />BE RESPONSIBLE FOR THE ACCURACY OR
<br />COMPLETENESS OF ELECTRONIC COPIES OF THIS
<br />PLAN SHEET.
<br />�CL ABUT 1 OR
<br />ABUT 9
<br />(-C BENT, TYP
<br />Oi _-
<br />0 SEE "BENT DETAILS" SHEET
<br />N r#4 ® 18
<br />II ,
<br />I 4 BAR CHAIR ® #5 0 12J _
<br />3' f TRANSVERSELY
<br />DISTRIBUTION STEEL c�
<br />AND 4' LONGITUDINALLY N �
<br />BAR SPLICE
<br />BAR SIZE
<br />ALL BARS, EXCEPT TOP BARS IN SPANS OVER 24'
<br />TOP BARS IN SPANS OVER 24'
<br />REINFORCEMENT NOTES:
<br />LONGITUDINAL SECTION
<br />LENGTH ;
<br />#4 #5 #6 #7 #8 - j9 # 10 # 11
<br />23" 28" 34" 39" 45" 68" 76" 85"
<br />23" 28" 34" 53" 60" 77" 97" 120"
<br />SPLICES IN TOP MAIN BARS TO BE LOCATED NEAR CENTER OF SPAN.
<br />SPLICES IN BOTTOM MAIN BARS TO BE LOCATED NEAR q BENT.
<br />SPACING OF ALL TRANSVERSE BARS IS MEASURED ALONG CL BRIDGE
<br />SKEW 00 TO 200: PLACE ALL TRANSVERSE BARS PARALLEL TO BENT.
<br />SKEW OVER 200: PLACE TRANSVERSE SLAB BARS PERPENDICULAR
<br />TO q BRIDGE. SEE DETAILS AT RIGHT AND BELOW.
<br />REINFORCEMENT
<br />m,kow.
<br />CAP STIRRUPS.
<br />PLACE PARALLEL TO
<br />MAIN SLAB REINF
<br />21i"
<br />1
<br />14 BAR �.
<br />4
<br />BAR CHAIR DETAIL
<br />01
<br />MAIN SLAB REINFORCEMENT
<br />TOP SLAB REINFORCEMENT AT BEN
<br />NOTE: VIEW FOR MAIN SPAN OVER 2e.
<br />BAR PLACEMENT SIMILAR FOR SPANS UNDER 24'
<br />ri
<br />CURB AND RAILING
<br />®` NOT SHOWN
<br />TRANSVERSE
<br />SLAB REINF
<br />WIJN 21"t-
<br />6"
<br />6"
<br />6"
<br />6"
<br />10-4
<br />11
<br />3/4" DRIP GROOVE
<br />2" CLR
<br />O'll � #10
<br />5"
<br />H
<br />1%"
<br />o"
<br />o �
<br />� I 1
<br />NOTE: TRANSVERSE JOINTS, TO BE
<br />LOCATED AT 1/4 POINTS OF SPAN
<br />AND LONGITUDINAL JOINT TO BE
<br />LOCATED AT THE EDGE OF TRAFFIC
<br />LANE, UNLESS OTHERWISE NOTED
<br />ON THESE PLANS OR PERMITTED
<br />BY THE ENGINEER.
<br />TOT. 4
<br />SLAB CONSTRUCTION JOINT DETAILS
<br />SCALE: 1 /2" = 1'-0"
<br />E
<br />0
<br />to
<br />N
<br />O
<br />i
<br />t0
<br />N CAP REINFORCEMENT
<br />0
<br />3 MAIN SLAB CAP STIRRUPS. PLACE PARALLEL
<br />LO REINFORCEMEN TO MAIN SLAB REINF AND
<br />N r SPACE ALONG OF BENT
<br />X
<br />O
<br />m
<br />m
<br />1714
<br />o Z
<br />Z
<br />w- FLUSH CAP
<br />BOTTOM SLAB REINFORCEMENT AT BENT
<br />NO SCALE o
<br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING 0
<br />N FIELD DIMENSIONS BEFORE ORDERING OR N
<br />3 FABRICATING ANY MATERIALS. o
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<br />N WILSON WAY BRIDGE NO. 29C-048 REHABILITATION �.. 0, MRO Engineers, Inc. Q�I � SHEET N0. W
<br />2202 Plaza Drive � LII InIII IIII III II III III I,h IIIY YYII YII edId ldl II IIIIII,IIIYII II YFIIWI IYI
<br />Cq COUNTY OF SAN JOA IN QUACROSS STO C KTO N DIVERTING CANAL Rocklin, CA 95765 Ronald L Rvett 18 m
<br />Z Phone (916) 783-3838 cc No. CW1269 % SLAB REINFORCEMENT DETAILS '-
<br />l'I uu �Y�illl I I Y JIIIJ IIIII I I IIW�IIII II II I I � �. I I 411 YII II Il I .III I I I IIII � ul u I, I IYI I IIII I IIIII Y YII IIII IIW u I 1 iLlllll I � IbY II IIIJ II Y L hY II�I�II�, u I ...I IIII I ilYl i t ll IIIII I lu llllll nllli' I Y I.
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<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE ( ) * �' j % * OF
<br />www.mroengineers.com .r�l civic
<br />lbl`
<br />B. GREEN 1/06/06 D. PECCHIA 1/06/06 M. KA,NAAN 1/06/06 ENGINEERING - PLANNING - SURVEYING �IFOF c" E 22
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