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- „ -- FED, ROAD FISCAL SHEET TOTAL
<br />NO-
<br />--- DIST. NO STATE , YEAR NIO SHEETS
<br />PR+53- -- 4I
<br />2 I CAL. i I
<br />u�ilillJ�d llu III IIYY Vd IIIIJVI�I uh a �,�llillu IYIII nitllu r�IlJlloll YI', "�lullllion,u411YIII II IYIII II�IJIILIWIJII'IV. i Vf Ili Jl,'ll Ldir uiP YIIII YItihII VII dLII I' �IVVIIIIlIIaYh�ILuIIIVIVI IIhIUIWwu ulllluillY,udd'IIIYI'Illl11dil 1,ulh l;'Irli lilluill Yali'J36JIIP1J ill!� 1,11111 Lill l,•YIkIdlYilll YSSuIII IYIII IYIIIVI hrIi III IW'16h1 ur.J II,IV !III IYILIII II VI r:i,IlO,lllll lYl,e ull.lh ,.;J I �I 'Itll�lull6, WhVll li,llll'rulldl ollJlll r. Ip
<br />r I I'tliilllldlli6l'JII�tlJIYlllalllulY�,IWiIIIIIiYfIL;IIV�I�IhJ�ululllVlV.II,IYAnu@auJl.YilYuylllllYlLlulLrwl+N1'�Yi�l�'YI�II'�AII�IrIYA�111611�Y1116!YY�I��unlY,iiIII�6,;luIIIIY�IVJdIhIIdIII�IIIYulli11dlilrauLdluJtll.lkill 11ddlllllhLLYldlli�IVIJIll 1u.dw�,JYiIIItlIIII YhIuuV.IIIIV1:.,,„II1I! All nIYLleJI!-:6Ww,YIIIIII,IY'itd111111 All IWill III .IJ;.IuuIIIdlllirlaulllellllllll'.dnnbl;ll IIIYr.n+411111III II,LIIJ6611IIIIBIrII�iIIIiIIhIIIIY+YI1I'll II4iYh'tlIII IIf,IIIIP6,!14V,lYdoVlIII illIILIIII11Vd11161!V!J!'IlblIII III, JdAll ll!NI;I.uIIYI'llddhu 11111II,JIu'iulilJlu,IIIhILiIII�IIIII,IJIVII�IdI,JdhlllYmll!IIImIiVhHIIIIW!:IIiWIuIIIIIIIVIIlY11tldYll:hu,Ylilillr" "-
<br />/� 4" Sec. B; B ,
<br />As on alternative to the -
<br />Varies Sec.8 -B reinforcement shown Alternative w
<br />Ill COUNTY ROUTE � 'SECTION � SHEET TorAL
<br />� 1, 3 / 2 at top �< Y 1, 4„ , ---- - -- N�. SHEI?T9
<br />i „ _ _ longitudinal reinforcement" .SJ FAs soo(s)! 13 14
<br />la
<br />// at t�1.4
<br />Pile shell minimum 2 _ 11/ 2 4 p may consist of steel strands 2_ < / - O , �2 ,� Dio. -
<br />diet I. / - 3�"min. Cosing _ prestressed to have a total Bt L. E ENbIN<< CIVIL ENGINEER LICENSE ss8s
<br />remaining force after losses
<br />of not less than 67, 000 lbs. �� Circular form
<br />'# 5 Total 8. At no time shall the stress optiono% Dia.
<br />of 6 in the steel exceed 0.8 of -
<br />O its ultimate value. r 6 To to/ 8
<br />�P�,' O
<br />PRLY SECTION B-B SECTION C-C SECTION D D
<br />Scale= 3 = / - ��rc 4 / _ Sca/e� 4 = I - O it SC ale: / - / - O Scale• / / O �c_ y 6 total 6
<br />Section 8 -8 simi/or
<br />• except as noted. /, SECTION E-E
<br />/ -3k Min. shell y ,01
<br />1 diameter � butt Sc ale: 3 _ / -O
<br />Ground line �6 x 3 � 6 Dowels � Fo /en. 8 x 3 - 6 Dowels,
<br />total 4, j / /j:°
<br />ee of ; ° F with pile extension tot. 6. � � �. / � 3� "min. dio. 0 butt
<br />n in
<br />/Ground line - �, � Ground line
<br />Gr nd f�� - cA Ground line Gro d line
<br />.r CR�// .c �� 71 .C��` �t`� �/C� /.t �/` . Cl /1�.` �%� �� %F ' .� /!.(� �'�c A" =
<br />zz
<br />- � 1 `�,. � I 1 ®�� � � L _ . _ 1 '--Cut
<br />Cut-o - - -" J 1 ; _ . J L _ _ J —� L_ . _ - . _ _ -h off line
<br />.n o t ff Cut-off c �- Cut- off
<br />B om Cut- off Bottom of o line
<br />l B o `� line line Bottom of
<br />0 0 footing a� footing
<br />Bottom of footing .c' line sot m
<br />.9 ` footing E of fo ing)
<br />rl q)
<br />Minimum shell thickness = j' ` f - v* N 5 wire 0 6 pitch.
<br />o x 3 - 6 /g dowels
<br />9 o e. Contractor to be •. 6
<br />.g g - � `� .� `'� :�i No 5 wire v � �
<br />z
<br />.Y a 2
<br />— - 4
<br />ILL
<br />�
<br />U.
<br />-_
<br />L
<br />L L
<br />UJI
<br />aF;
<br />tn
<br />IL
<br />W .ems
<br />,a
<br />m
<br />JA
<br />4
<br />�.
<br />m0
<br />�m
<br />w
<br />a04
<br />responsible for furnishing `�, .-"'� Y ,y 6" pitch o c #
<br />total 4 wit pi eCZ
<br />shells, including waterproof E o o yy ,- c Q , _ extension total 6 v \ c° 6-For
<br />end closure, of sufficient o v �,� y'� v; ;Q o length see
<br />strength to drive without ,c�� +P •c� �o �, o Q) Q Note F
<br />distortion. - —4— - �, CZ
<br />C - - - C _4 E
<br />_ _ o o 0 O _
<br />O
<br />/CZ
<br />S No 8 Wire O o
<br />Type of a c s a L, y J i
<br />selected y on ct �' v
<br />diameter h/ inJA
<br />than / e t APPLY O O
<br />pile she//. v li �i i I Mini m shell dio.
<br />O •� o o '''� '� 'at ip = 8„
<br />Minimum shell did -
<br />„ meter of tip - 8
<br />IT1 — —I
<br />Exte,
<br />abov
<br />Exte
<br />t1►,
<br />permi * 6
<br />g/ Pile
<br />/Three turns
<br />�1
<br />•T �
<br />//l`� /�.tUl•�it�`Y
<br />-Alternative "X may be extended
<br />as on octagonal section.
<br />NQ 5 wire @ 6"pitch.
<br />76 - Total 6 of Alternative
<br />„V „ „W„ "Y„ and „Z„
<br />**6- Total 8 at Alternative "X
<br />Ground line
<br />:C
<br />TYPICAL PILE EXTENSION
<br />Typical except for Alternative "U"
<br />•
<br />4111 Idl Iwnu IY -
<br />I,I Ye I,IIdJV ldu lrui A" i � uIW�W� d.�hllYldlYl IIYYIW �Ilu a ' a �' '. a ' IIV lu) I. YLYYnIu IIJIIIIYVtl Y:YYIiY!! u � I I �ii '� I I W � I IIYI I YnI F.�,I li Yu61111 ILI ul al6��WlhuiIlJV W�II JI LIII / � V YI IdIVIhhi, III IYI II IY'uW,I,V�I IIV Ylil l'�IVlutlIIIVI�I YhrIYIIL yyy'� 1. V WY IIaIIIY•rl JYYIIJIIVII hhiYri��f VI(I@LIII�P f ]iY/y� �Ey ! � p I I'o;l �l Y IIII �IYIYI'i il]iS�.•id�Wi I' ' Il�(�I �.�� I�li�ul ul�lu��fll,, I ll,lln
<br />'4
<br />I wall ILu��(rf�
<br />4� _IP
<br />I
<br />Minimum tip diameter =10J
<br />Longitudinal reinforcement in the driven
<br />portion of Alternative "I shall be
<br />prestressed to /0, 000 lbs. per bar.
<br />CAST'likki-IN-PLACE
<br />CONCPE TE PILE
<br />AL TERNATI VE IV
<br />When depth of concrete
<br />above the pile cut off
<br />is less than /'-8 bars v
<br />shall be bent as shown.
<br />,E Top of footing or
<br />top of slob.
<br />—7-
<br />Pi /e cut off
<br />DETAIL 1W11
<br />6°1
<br />Ill `I.
<br />Cz � I
<br />U -
<br />AL TERIVA T/ VE TIP
<br />PRECAST
<br />CONCRIE TIE PIL E
<br />A L TERNA TI VE "X "
<br />As on alternative to the reinforcement shown this
<br />pile may be prestressed by the use of steel
<br />strands to provide o total remaining force after
<br />losses of not less than 150, 000 lbs. At no
<br />time shall the stress in the steel exceed 0.8
<br />of its ultimate value.
<br />PRES TRESSING NO TE
<br />A
<br />I Steel strand to be Prestressed shall be high
<br />tensile cold -drown stress relieved wire strand, of
<br />a diameter not to exceed % ; having on ultimate
<br />tensile strength of not less than 200,000 p • s. i .
<br />and on elongation of rupture of not less than
<br />3 % in /0'�
<br />L.il,III IIJa IIII) I II.
<br />V ....- ullulylLJIS.YIUYIY.IYuIIII'111111 Jidoullll Y Id, Will Ill 61l, 111111 .YIL.Ill uI1111JIIIIIYnll la Y
<br />1 _
<br />Minimum shell thickness = 9 gage.
<br />Contractor to be responsible for
<br />furnishing shells of sufficient thick-
<br />ness to drive without distortion.
<br />CAST -IN -PLACE
<br />CONCRETE PILE
<br />ALTERNATIVE " Y "
<br />CAST -IN -PLACE
<br />CONCRE TE PILE
<br />11
<br />A L TERNA TI VIE 'Z
<br />PIL E NO TES
<br />For Alternatives
<br />"W" and 1I
<br />the piles may be driven full length and cut off
<br />without extension
<br />or they may
<br />be extended as shown of the option of the Contractor.
<br />When Alternatives "Y" and "I
<br />are extended above ground, the Typical Pile Extension
<br />shall be used.
<br />©W17en piles are
<br />extended the
<br />elevation of cut-off shall be located l'- 0'
<br />minimum below
<br />ground line,
<br />unless shown otherwise on the plans.
<br />Note °F'•
<br />In Alternatives "V l and
<br />'l the length of #6 bars, measured
<br />be
<br />-below-- ground line c e lthe
<br />25 --f"or rq' mot: 4 c n ,,,q ,I��'th r-Li ' l t .
<br />_l)' /^
<br />� y-`y
<br />i i
<br />STATE NO. 29C-010
<br />Ih.uWlw,llllalllYWII IJllIuIlIl i ullYlluL11I l�iIJVIIII ILII,I. YYI,IIILIJI.,LIIIIIIIIaW W Id4�1111II�I.III�II, ululIlI4dJlllLllll,.II.�11II,Y11114111111111111 WdV18IId,IIIII,'11111111111111111,IIIIUIIIIdIIILI WI^uLWJIIWIIJdIII,idI
<br />_
<br />BRIDGE DEPARTMENT STATE OF CALIFORNIA
<br />` • • DEPARTMENT OF PUBLIC WORKS
<br />DESIGN SECTION
<br />DIVISION OF HIGHWAYS -
<br />Project Designer _
<br />Chief Designer � / {�/ / {� J�I� � l� !�T �? I,�~��
<br />DESIGN By --Checked / IE � I— 0 B IDG WAL! V l / / t� "C V 9/ ff
<br />DETAILS By Checked
<br />QUANTITIES By. Checked PIL E DETAILS ��� '� � �' � � $
<br />SPECIFICATIONS By Plans and Specs. �-j
<br />Compared
<br />Except as notes
<br />S c
<br />Approval Recommended by Civil and ruturaln e o. SCALE��2 = / _ 0 BRIDGE ,FILE DRAWING �
<br />E r License
<br />n n N Engineer of Desi
<br />gn.
<br />9 9 9
<br />1 I m I �Io I wuu 11
<br />I I„III'YIIIIIIIII I1iYIJL4.lI JIIYYYi:,m'I'JI�III I L.I,YYIId�1IIY WIII d�Y�YiIl�e�Il W'.i�l �IIVIIrIVI�I11 YIIddIIIIIII Ilu, 11.Ih1l Ielul I l IYIIIIIJYIYI
<br />I6.I1��utllll11, 1 L II lltl�!IVYtl YJw ,I II II, f. , Ill d���lir 9a d 1m.lu I !��L„u11, I I wl: I li'I ��, �.!YYI tl Ir it �xgii loll „iYlld 1, 111 �I� . iL �Y� i IYd
<br />(( ( I e
<br />PREL__DRAINING -Nfl. P_- .
<br />
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