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m t Min. Shell Thickness -0.1793 0.1495 • • t��,C .0 e e 6x 3 -0 dowels, tot 4 (with extension tot. 6) " U_U V-V Min. She/1 Thickness 0.1793 it 0. /495 • = lc t 0 *6x 3'-O" dowels, tot - U-U V-V Note When 'ALTERNATIVE u " is driven with mandrel, shell thickness may be reduced to 0.II96'� I 1 - / III v Cutoff line - It's , i sQ \ I H C I \ 4Ci i � I J _rz 6V max. 14 1 min. A! - - ' - Alternative tip shape, of option of Contractor. AL TERNA Tl VE "U" U.s E D rtiis 4Z r,6-e1VA r1 VE 5 tot. 8, extend /=6into ,vile cop or extension, -- (except 4 -#6x 3' 0 "dowels permitted into footings. ), w- w #5 tot. 6, extend l = 6" into pile cop. i t � F �s W-w ill V -% III ��I I � H I O � �� vl I ZZ I \ � q)I / I I e� V a I 8" / min. A L TERNA T/ VE "V " Precast Prestressed Concrete Precast Class /A"Concrete 1 , 6x3'6"min. tot. 4 (with extension tot 6) *6 tot 4 (with •� ';�I•� `, `�I'� - extension tot. 6) \iF *6 tot. 8(Full length of pile) P=140,000lbs. min. Y - Y Y- Y Z- Z 1"6 x 3 � 6 "min. tot. 4 P. 89,000 lbs. min. Y-Y CLASS JJ P/L ES \ o' Zj i'! w Y III !! � 17 11! 1 Oc/6I Seci `� CZ I q °' q I --j V a` �i I II � J � I lit ` \ Cz 0 b Z� min. CLASS I PILES Scale.• 3/q /'--O" AL TERNA T/VE "W" AL TERNATI VE "Y PIL E NOTES 10 Alternative "W ".8 "Y"moy be driven full length and cutoff without extens/on or may be extended. A// exposed pi/es or pile extensions shall be cons/stent in cross-section throughout the project Alternative "Y" (Precost Prestressed P = Prestress/ng Force (after losses) Concrete stress: f c = 4500 p. s. /. @ 28 days It f ci = 3500 p.s. i. CO transfer (% strand) f ci = 4000 p.s. i. V transfer (%strand and % It ) Note "F": /n Alternative "Z"the *6 bars shall extend a minimum of 12' below the lowest of the following: /. Bottom of footing 2. Top of final ground surface 3. Top of original ground surface when piles ore driven through fills C/ass I pi/es moy be substituted for Class H piles. Unless indicated to the contrary al / pi/es shall be Class I piles. *6 tot 4 t\ Z-Z III�� III Cutoff line ►al or Circular Optional. `E h o OIL zz *6 see Note "F 5 Wire 6 pitch max. �-- in 4-0' Q 8" J min. A L TERNA T I VE Z /O "min. did. pipe extension may be used at the tip when step toper is 30 "or more in length Minimilm thickness of pipe extension rO 1793." DE5/6 N LOADING = 45 TONS 4„ 2„ 1�- �J � 2 18 '6 total 4 (with extension total 6) SECTION A -A 06 - For length see Note ofF" - - -F -1 Cut-off line Bottom of f footing. C UI < �I Note F The 6 bars shall extend -� C a minimum of 12'- C1' below 40 --�ti-�-- E the lowest of the following-. o nL. N- 5 wire _ I. Bottom of footing. �t 6" pitch o 0 2 Top of final ground surface t a' 3 Top of original ground Lsurface when piles are o drilled through fill. a, �I CAST -.IN -DRILLED HOLE CONCRETE PILE 0101 • . & . r , f If y J r STATE NO. 29C-212 State of California THE RECLAMATION BOARD MORMOW SLOUGH FLOOD CONTROL PROJECT COU►JTY oc SAW JOAQUIM COPPEROPOL15 ROAD BRIDGE. AT MORMOW SLOUGH NO.1101 AS BUILT PLANS PILE DETAILS PREPARED: DATE. APPROVED: R. E. 67 97 JUN 196�S Constr. Eng9r• SUSMI TED: RE. 12257 eiowsao S. NITCAC K, ASST. CNIES EMGR. C SHEET -- S -- - - — J. C. J ON ON, A550C. ENGR. W. R. TR. 2 999 10 REVISION DATE DESCRI►TION DY A►1 D RECOMMENDED: R. E. 8399 ---- ____- -_--- - _ - -- Of COM► •K FIELD RK ( C OF E FILE SCALE M" 1 To' C. ODI, EStGLI COtJ3f12. E.UGR. FILE NAME bRAWER E ET N0,'1 .92J..