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k <br />k <br />Min. Shell Thickness <br />/ 0.179311 0.1495" <br />r <br />C <br />Sx3�- O"dowels, tot. <br />U-U <br />V-V <br />Min. Shell Thickness <br />0.179311 0.1495" <br />"6x3O„ dowels, tot. 4 <br />U'U V-V <br />U II `O U <br />III � <br />Cutoff fine Li <br />Q <br />y <br />iV O <br />v <br />o, <br />q <br />- J � <br />a� <br />Y11mox. <br />i min. fP��., <br />Alternative tip shape, <br />at option of Contractor <br />ALTERNA TI VE 1�U,� <br />"5 tot. 8, extend 1 � 6 "into <br />pile cap or extension 3 ��I <br />W-W <br />*5 tot. 6, extend 1=6" <br />into pile cap <br />c <br />N� <br />E .�. <br />W- W <br />t++ <br />Q.NT <br />v <br />pl �� <br />o III I III � Q <br />¢Ci V II III � 4' O <br />I 3, <br />q) <br />a <br />fo b II ) 0 <br />81 C4,'L ,till � <br />m , <br />ALTERNATIVE "V ALTERNATIVE <br />PILE NOTES <br />Alternative „W„ 8 „Y„ mok be driven full length and cutoff without <br />extenslon or may be extended. All exposed piles or pile extensions <br />shall be consistent in cross-section throughout the project. <br />Alterfative 11Y1' (Precast Prestressed). <br />P= Prestressing Force (after losses) <br />Concrete stress: <br />f c = 4500 p.s. i & 28 days <br />f ci = 3500p.si 1&0 transfer (� strand) <br />f ci = 4000 p.s.i C) transfer (I strand) <br />Note In Alternative "Z11the."6bors shall extend a minimum of <br />12,below the lowest of the following. <br />I. Bottom of footing <br />2. Top of final ground surface <br />3. Top of original ground surface when piles are driven through fi115. <br />' <br />CONCRETE STRUCTURES-1967' <br />v0 INCEX N„VEAN •'NOET SHE TS IAM <br />oAo q� V 1 I/967 /S 17 <br />Precast Prestressed Concrete <br />Precast Class A Concrete\ "6x3=6"min. tot. 6 \, <br />• ' tot. 6 <br />M.c <br />E • \ s <br />• _ Octagonal or Circu/ai - <br />06tot. 8(Full length of pile) P=140,000lbs. min. Section, Optional <br />Y-Y Y-Y Z-Z U>'*6tot.6 <br />CL ASS 1 PI L ES, <br />Scale 314 /_Off X-X <br />CLASS 1T PILES <br />Scale % 11=1r0,r <br />O <br />Y <br />Cj) <br />v <br />o <br />I � <br />nC J <br />�Q�) <br />ALTERNATIVE Y <br />Class 1 piles may be substituted for Class 17 piles. <br />Unless indicated to the contrary all piles shall be <br />Class I piles. <br />�� LE NAME I DRAWER <br />_ Sf 6 T N� <br />T <br />DESIGN LOADING = 45• TONS <br />N} � / • 6 tot. 4 <br />Z-Z <br />Cutoff line — <br />Octagonal or Circular <br />Q <br />Section, Optional <br />y <br />+_ Iv <br />16, see Note ,F <br />*5Wire a 6"pitch <br />J � <br />i"max. <br />in 4�O11I <br />I �y <br />CZL <br />min. <br />AL TERNA TI VE ,Z,� <br />10"min. dia. pipe extension may be used <br />when step taper is 301 or more in length. <br />Minimum length of extension is 15.1 <br />Minimum thickness of pipe extension = 0.1793.11 <br />AS BUILT <br />CORRECTION$ B <br />ANCHANGE _�_�_ <br />DATE_!_//T-7_- <br />REFERENCE COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />07GRISMAN ROAD BRIDGE NO. <br />CONCRETE <br />PtIE DETAILS <br />GF 'C RIPIiON - - BRAWN: \APPROVED DATE DATE <br />N pATF _ . <br />APPHb. - DRAWING NO.. <br />ScaC//[ ¢, B. WONG R.E 11908 , <br />REVISIONS gj'fj1~17 PIRECTOR 9P PUB LIC WORKS <br />STATE NO. 29C-221 <br />I ( F <br />I n' <br />• <br />#5 Wire (p' 611 pitchy J <br />X X v o <br />Final Ground Surfaced Q a <br />PILE EXTENSION -\� •� <br />Permitted with Class I Piles only„� <br />•h <br />