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5 lot. 8, extend 1'-6 p1le <br />Min. She// Thickness cap or extension, (except Precast Prestressed Precast C/ass <br />0.1793 0.1495 4-106x3 =0" dowels Concrete. Concrete. <br />permitted into footings). <br />X3'6 "min. <br />101.4 <br />6 x X 0 do wels, tol 4"" ""0,4 x u., I <br />409 000 lbs, /A 6 lot. 8 (Full length of pile) <br />with extension lot. 6 <br />- y y <br />U_U V_ V <br />W-W P ace diagonal of pile <br />SS r PILES <br />Precast Prestressed <br />Concrete. # <br />t,3 6x,6"min- lot. 4 <br />�(wilh6**extension lot 6) <br />6 tot. 4 <br />M zo (with extension lot. 6) <br />P 440,000 1& min. <br />Y-Y Z_Z <br />Magi <br />DIST COUNTY ROUTE SECTION NO. TOTAL <br />SHE <br />�AV•// I�///0 Is J eQ,9gel $ <br />GRIDS EPIZ1151tka�CIVJL [NffER—L CEN9E _85 <br />RATS ArPROVLO, <br />Octagonal or Circular Section,, <br />optional, <br />—, Y*6 <br />tot 6. <br />N.fz* <br />I <br />A <br />R-R <br />6 lot 4 <br />Z_Z ( �o <br />IL ES <br />it <br />L A <br />5 Wire 60 6 "pitch 4 <br />ve I <br />C; <br />R <br />R <br />Final Ground Surface S-3 <br />4- <br />z <br />4 <br />V <br />U U <br />I I� I ► ..,Y <br />—tv W W <br />. , ,, __ IIICutoff line <br />1. :t <br />�I (I I ,Y) <br />--,► ; <br />L' . sac I�II � I�I, �I � <br />ow water Elev. <br />CuOctagonal or Circular <br />toff line Q in Waterways. <br />Q: Section, Optional.sQ <br />% rE: cii. __ I <br />1% 1 <br />W <br />53 IR I <br />y .� � III ly � � J`" _ � � _ ,"' , � � ��. � .�PIL E EXTENSION <br />4.% <br />— <br />Permitted with <br />z <br />Class I Piles on/ <br />-413 <br />@) <br />. Zi L , (I . Q) 6. see Note "F'�-� <br />Wire 6 pitch, • <br />-4 11 t3 <br />-4 <br />v <br />116 <br />in 4-O <br />/ 'max.. <br />811 <br />`Y14 min. 7, <br />11` OF (6 <br />Q� :% <br />Alternative lip sh op e, 811 <br />ALTERN47 7 VE /V/ <br />ALTERNATIVE V AL r&?NA T1 VE W A L TERNA T1 VE- X' <br />01 <br />PILE NOTES <br />Allernotives"O 8 Y may <br />y be driven full length or ma classi pi/es ma <br />y be extended. 'y be substituted for �Class H Piles. <br />All exposed piles or pile extensions shall be consistant in cross-section <br />throughout the project. Unless indicated to Me contraty, at/ ,ogles shall be <br />H C/ds$ I Piles. <br />Alternatives "x a Y Precast Prestressed) <br />Alternative 'Y" may " <br />not extend above ground line <br />P = Prestressing Force (after losses) <br />inor be used with Pile Extension "R <br />Concrete stress.. <br />z If 1c 6, 000 P. s..i. (A/1 'X 11) 4, 500 P. s. i (All. "Y 11) 6D 28 days <br />} ! f W 3,500 P. s. i @ transfer (318's strand) <br />f Ici = 40000 P. Is. i. 0 transfer (7116" strand and 112 " strand <br />Note In Alternative "Z" the *6 bars shall extend ot minimumminimumof 12 <br />below the lowest of the following.. <br />Z 801101n of tooling. <br />48 Top of final ground surface. <br />Y 3. Top Of 0r/g -ground surface when piles 'ate driven through fil/s. <br />cNf_ <br />Min. Shell Thickness YAparallel to layout line � <br />1 5 tot. 6, extend 1- o footing. <br />16 <br />0.1793" 0.1495" into pile cqp.--,,, 0 <br />6 x 3 - 6 min. lot. 4 <br />P 75,000 lbs. min. <br />X 3 0" dowels, lot. 4 <br />U_U <br />W-W <br />CL ASS H NOTE - When 'SAL reRNArlvE U" is driven <br />with mandrel q shell thlc*ness may <br />A'a re eh.. 14 0^ <br />to <br />P <br />t3 <br />min. <br />AL TERNA TI VE <br />A L TERNA rl VE Y <br />/0 ml;7, d1d pipe extension may be used <br />1 A , <br />at the lip when step toper is 301 or more <br />in length. 4 1 <br />- Ul <br />CI00tt, T10 y, <br />MinMurn thickness of pipe extension CONTI�' '-: "�A' ., ­. - <br />RACT No'. /to - 00 6-gz�__X <br />DATE <br />0 (2 <br />• STATE OF CALIFORNIA XS-10-17 <br />HIGHWAY TRANSPORTATION AGENCY <br />3/64 DEPARTMENT Of PUeUC WORKS <br />DIVISION OF HIGHWAYS <br />MOPMON S1 OUGN BPIDIGE <br />CONCRETE PILE. DETAILS <br />DESIGN LOADING = 45 TONS STATE NO. 29C-087 BRIDGE DRAWING SHEZ? or <br />NO 29c -8 7 NO 29 C (97- 5 11q, <br />6 <br />REVISION DAM (PREf.IYINARY STA19 ONLY <br />IWO Disregard prints bearing earlier dotes <br />