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L <br />FED. No. <br />V0 SHEET TOTAL <br />DIV. 40. STATE F. A. PROJECT No. SHEET$ <br />7 CALIF. 231/ 270 <br />DIST. ICOUNTY ROUT6 SECTION SHEET TOTAL <br />aHrE'.NS I c o d �: <br />0 <br />K.� �\O\ \`•\ `\ `�\, , \ -l/ \\� \ \�`\..\ \`.�,t ± ' ` l, ^ � " RI Gi G EER CIVIL ENGINEEn—LICENS <br />X <br />0 <br />9 "If <br />X DAT8 APPROVE' <br />X, <br />AV <br />GENERAL NOTES <br />X <br />_10 <br />SPECIFICATIONS: <br />\`, \-\\ '\\. `; ` W '� -� ' J` �ri %P DESIGN: A.A.3 H.O. DATED: t96t WITH REVISIONS AND AS <br />v <br />SUPPLEMENTED BY BRIDGE PLANNING AND DESIGN MANUAL. <br />\` \\� ` `� �A `\ 6` �' `► <br />�Jj V111 37- CONSTRUCTION: STANDARD SPECIFICATIONS, DIVISION OF HIGI \ \ <br />-WAYSv <br />West-rq- 9_0 DATED JANUARY 1960 AND THE SPECIAL PROVISIONS. <br />41 <br />-S16-44 AND ALTERNATIVE <br />LIVE LOADING H2O <br />% <br />UNIT STRESSES: <br />AK% <br />0 <br />REINFORCED CONCRETE: FS = 20,000 P.S.I.* N = 10 <br />1.0 <br />3 <br />CM9 <br />1,200 P.S.I. <br />X", P L33 \c- 4`r T 3 4 C <br />-R, <br />PILE LOADING: 45 TONS TYPE: C I D.H. <br />x, <br />40 40 <br />/f 4. <br />min. <br />1 •- 4 30- <br />' \ \ 4'L <br />2 2 No. 5 wire <br />at 6" pitch AZAA 43 191 <br />#6 total 4 �&a \ \ / <br />(with extension total 6) \ �� = \ \J <br />VQo <br />SECTION 13-13 <br />Cap oroo -4t- <br />-A Slab S 41 <br />SECTION A Soffit A <br />a.5 Final \. \ \ �'\ _ _____-_-_— __-_r._ _---._ ___.______..____-----------------______--_-__..___//6 - For length see Note F 0 >% 2 <br />a '..'q (3round X, <br />Surfa,ce, <br />Bottom <br />of footing <br />No. 5 wire Z <br />at 6"pitch <br />2 <br />10 <br />b <br />Ir <br />X <br />S. <br />CAST -IN -DRILLED HOLE <br />_C0_NC_RE7E_. PILE A <br />e:70 SA, <br />1,A <br />cow eyvs1r <br />EL- 4-5 ash <br />LEVEL DATUM <br />FOR ALINEMENT TIES SEE__ T CONTOURS AS <br />SITE PLAN TO SUPPLEMENT DISTRICT DATA. <br />SURVEY <br />DRAWN BY-A!A- -A-,$ DATE-174-54 <br />. /�" TRACED BY--- DATE-1m 'M `W- <br />C 0 W. <br />l _�� <br />4) <br />Cut-off line 9—IG"-T '71--- <br />_j I -, -T 1�� N <br />-64 <br />(P <br />PILE EXTENSION <br />lee --- - --- <br />-,-< �� <br />NOTE F <br />The *6 bars shall extend a <br />0 <br />L �!i IS <br />CM9 <br />minimum of 12'-0" below the ! <br />-Toe <br />lowest of the following: V:L tA \J- <br />31 <br />I. Bottom of footing. <br />A - <br />cable j �` -- -- - - � \ \ w '`�,:\y . �ti \ \. �\ \ - - __.._ - _ _ <br />2. Top of final ground surface. 0 0 0 S(0, \14 <br />3. Top of original ground surface (D <br />when piles ar <br />e drilled through <br />fill. <br />8j <br />00 %Cj <br />-0 <br />x <br />1 ' \ 3 �z �z- �'37; OF KAN$ H <br />-"-ZSP0N1) TO .Tim13UJLTB PRINTS DATED <br />BX&4 COPPECTED TO <br />` � \ <br />V> 0 BY RESIDENT <br />J\ \ \ -� l —L-A 1, <br />TIR cl, <br />, <br />A <br />06 <br />X, <br />N <br />X <br /><"-q <br />% <br />STATE NO oar-rika qQr._nRq <br />0 <br />BRIDGE DEPARTMENT STATE OF CALIFORNIA <br />DEPARTMENT OF PUBLIC WORKS <br />QOO�► �\ \ DESIGN SECTION DIVISION OF HIGHWAYS <br />P4 <br />Secti <br />A No fa 5., � O,�j S <br />S I <br />U ��Zl RI ��e BEAR CREEK <br />C onlou r"; as 0 f i - 6 2 DESIGN <br />All Abu,4menh V aen�s oorallel to f- dear Cr. Chan. /r3 EAST & WEST FRONTAGE ROA D <br />A <br />0 <br />DETAILS <br />Checked <br />QUANTITIES By <br />Checked <br />FOUNDATION PLAN <br />SCALE 1'11= BRIDGE <br />9C — FILE DRAWING <br />46,C) U I <br />FliL, DOMING NO. P,-2ye�d- .9 <br />t <br />­ -I — <br />