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'll <br /> Z61 _d % 3 <br /> PE RSHING AVENUE <br /> ROAD FILESHEET TOTAL <br /> NO INDEX NO YEAR NO. SHEETS <br /> 1233 1 W20 1 119621 <br /> t 1 s <br /> R/w 9"' 011 OF Len fh of Culi el <br /> ------ t:eMr n Note: Extend'c"Bars E <br /> Slill \� 4"B—ral g provide "4 Spacers entire 19th. <br /> \ _ "8 12 "8 Tot.3 <br /> T <br /> "Bots 04 St- rs a 18 <br /> \ r <br /> "40180.F <br /> bothways4"R. <br /> "4 Tot.3 8 u• "4Spocers "a'Bors <br /> \ Tot.3 <br /> \ i <br /> Ti <br /> h \\\ \ <br /> M \\\ 14 \\\\ \\ �- "6 0 7�I.F. 0 "B \ i 6 Tot 15 <br /> o <br /> \ \ <br /> •g Bons "" <br /> Const. 6' � \\ 4.50 I <br /> 1 "a" 4 S ou rs <br /> "6 Tot.14 <br /> • \ \ I I ( I I N� 5/' \� \\ \ ( 2 u. "4o18lT0t8 « <br /> Bars —� "4r <br /> ess <br /> 6"Fillet <br /> \\1 \\ *607z11 <br /> *4 0@116 <br /> V \ \ \\ 2'l 111 2'- <br /> I it <br /> 'v <br /> I \\ \ \\ <br /> hh1 I \ 1 <br /> M411NVy 7 Tot 8■7s159"R. c <br /> ---- -- "4 Tot.7 8Y <br /> LV_ <br /> 0. <br /> II <br /> 'Scale, 1/2 1'-0.1 Scaler I/2,1=t'-on Scale, I/2"■I'-0" <br /> 22.4R/W STRAIG11T <br /> . _ _ EfD1Lt _ LtE1/. __ ___ WALL SECTION SECTION C-C <br /> PLAN <br /> Curb if Gatley 40.E Curb BufAt7e&4iiiiii Curb a Gvi <br /> 0/l <br /> 8=f1 I <br /> .! D" Y " <br /> I2 24 <br /> Alritn+/d�t. 1�Aur'tP'�' <br /> I ` <br /> Broom Finish Y 1 -- --- <br /> I Slops X4 �l —�- HoTizontDl Lin �hoi9ht of outside and. <br /> . :. . '. '. : . . . , -- *R 'ir j R'ovide�uitabkboekirl�. _.. <br /> TCP of Box _� _ <br /> . GENERAL-NOTES--- <br /> Scale <br /> OVER . BOX Scale/ I = loo - --- - -- -- <br /> SPEC I F I CATI ONS <br /> Y 1 Y DESIGN: A. A. S. H. 0. DATED 1957 WITH SUBSEQUENT REVISIONS, AND BRIDGE <br /> CONCRETE CURB GUTTER 5 SID ALKE LEVAT I DEPARTMENT, AND DESIGN MANUAL SUPPLEMENT. <br /> Scale 8'4" ■I-0" CONSTRUCTION! STANDARD SPECIFICATIONS, DIVISION OF HIGHWAYS, DATED <br /> 30`' JANUARY 1960 AND THE SPECIAL PROVISIONS. <br /> Sec Detail 0.17' Asphalt Concrete over Var. Aggregate Boa¢ LIVE LOADING* H2O-S16-44 <br /> 3Cbave 586COICh Basin <br /> PinKerton Fran138 6 Cover"A <br /> 137 ore Sftf / b 6 UNIT STRESSES: <br /> REINFORCED CONCRETE: FS = 20,000 P.S. I.; Fc = 1,200 P, S.1. N = 10 <br /> o e o o <br /> >y I e e e FOOTING PRESSURE I V2 TONS�SQ. FT. MAXIMUM AT TOE. <br /> - I I ♦. ! ♦ ' , ,. •. e o o n e C O e e O o o e • o O o � <br /> REINFORCEMENT: EMBEDMENT IS CLEAR TO OUTSIDE OF BAR AND IS 2" TO MAIN <br /> REINFORCEMENT, EXCEPT AS NOTED. BACKING FOR HOOKS IS <br /> FOUR DIAMETERS, EXCEPT AS NOTED. <br /> • - All, WHERE REINFORCING BARS ARE SPLICED THEY SHALL HAVE A 20 <br /> DIAMETER LAP UNLESS OTHERWISE CALLED FOR ON THE PLANS. <br /> I - <br /> it <br /> I REFERENCE COUNTY OF SAN JOAQUIN <br /> _ DEPARTMENT OF PUBLIC WORKS <br /> • PERSHING AVENUE <br /> Scaler" - 3'-0" Scale 3/4"=I'-0" STANDARD <br /> C SECTION -B T PICAL BRIDGE RAIL DETAILS <br /> SPAN - I H eox CULVERT <br /> r---- . -- -- ROSS SECT 0 B IT pp <br /> I '•• DRAWN: <br /> IO APPROVEDIt = J DTE h. GI DATE <br /> L----- • ' 6-I'J-61 <br /> `--J NO DATE DESCRIPTIO11i APPRD. SCALE: DRAWING NO. <br /> L. H. BRADLEY R.E. 7077 <br /> REVISIONS As Nal DIRECTOR OF PUBLIC WORKS <br /> i <br />