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114 AALL. PIZL=CA5T UNITS AT BOTH ENDS.,
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11
*4 dal l ro
%211 DIA.
PPT T'RE55LNG STRAN
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SLAB AND BEND
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NUMSEK
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NUMI3ER Or-
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MA6K
LENGTH
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61 ZE
LENGTH
A
20
440
4
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SLAB AND BEND
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0. 3"0 DOWEL HOLES NOTE: FOR LATERAL TIE DETAIL
SEE SF -FT S -lo
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UNITS "C'�6"
03, 4TIKRUP14
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UNITS A► C, I)AWS E
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UNIT 11011
22 oLr<
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31.0 II
UNIT5 A , Ci J), E SEE SHEETS 57, 59
510 AND THIS SHEET
SECTION ewL� si+�R p5 etc.
34n_ I L 0n
RE8�AR l.�NGiH
I��CLR 'QppITION AL TOP REIN. -EACH SH P.
FINAL
o-
GOAT EXPOSED MASK 5t:E 5CHE4ULE (VR NUMBER 9 LEIJGTN OF
ENDS of LENf37Fl 5TRAN96 TO BK MASK�CD AT BOTH ENDS
STRANDS 100ft MA4K6p SiKANPS SHALL BE SYMM. Q80U'( t UNIT•
PROTECTION . P rINqL � SINAI. PRETEN510N FORCE (TOTAL) IN
THE $TPtANDS AFrtim ALL LOSSES .
SND ELEVATION �?71RRUpS 4ND OTHER
No SCALE REI NF. NOT SHOWN.
UNIT B
SECTION
1 11 -1)-
UNIT
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REIN�OR,GING .
NUMSEK
P FIWAL
(kIP5)
NUMI3ER Or-
MA60-P 4TRAN126
MA6K
LENGTH
N0. lk
61 ZE
LENGTH
A
20
440
4
21 0"
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/3o►c,/II�ErxV7eer#7QCrrx3raICV' CITY OF FONTANA CALIFORNIA
a consulting engineers / architects PUBLIC 1N O R K'S D E PA R T M E N T
i 118 AIRPORT DRIVE , SUITE 212 (714) 824-5580 _
SAN BERNARDINO CALIFORNIA 92408 Drawn by: Scale:
- CHERRY AVENUE BRIDGES
Approved AS SHOWN
: + +��
Design by : STATION 186+88.71 1Da to
JACK REIEVE a., R.C.E. 2346- Date It.
M4 � ���, DECK DETAILS 1111-)18,j
cked by : / 11 /7 Dwg. No.: .�
I W Approved: / yTY � A-
REV. DATE DESCRIPTION APP. J. YY, �,
!TY ENGINEER R.