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. Y . • ". 5 tot 8 extend 1-6"fn/o ire
<br />p .
<br />Akin She// rhicknle Ns cop or e,xlensv/11, (except
<br />01495 • • . 4 - *6 it 310" dowels �
<br />• permitted into 40101inp J.
<br />"
<br />6 x. ,�-O' bwols, tot • .4r
<br />f
<br />(With extension tot. 0Y
<br />V. VW_ w
<br />- Min. She// Thickness�5 loll 4 extend / = 6" 0
<br />a1793" 0.1495" into " pile cop..
<br />- 6 x 3 = Cr dove/s, to1. 4 ' JL—
<br />U-U, V-V
<br />W- W
<br />NOTE. when "ALTERNAT/VE u" is driven
<br />with mondrele she/l thickness may
<br />be reduced to 0.11960 V)
<br />. Ille I�i� � II �_►
<br />U u W
<br />v v
<br />I . I . ,
<br />I I I CZV I� I
<br />T -_ i
<br />V
<br />I
<br />• I I 1 III � ° �I I h'
<br />Cutoff line
<br />b ilk
<br />III c
<br />_ `, Q. cL •. II Ike
<br />Ile
<br />� III ca
<br />t /' MOX. II I s
<br />= III
<br />~ �8 0
<br />3% min. At � min
<br />Alternative tip shape, 110,11
<br />of option of Contractor
<br />p o roclor
<br />min.
<br />A L TERNAT/ VE- U AL TER T/ VE "V "
<br />.�. AL TERNA T/ I/
<br />61sed a1/ Z,17der,or 6&17�s
<br />� w P /
<br />LE NOTES"
<br />Alternatives low"id"Y"
<br />moy be driven full /engm or may be extended. Coss 1 Pi/es may be substituted for Coss Py/es.
<br />A// exposed pi/es or pile extensions shot/ be consistont In cross- section
<br />throughout the project.
<br />A/ternorives "X " a "Y " ( Precast Prestressed)
<br />P = Prestressing Force (after losses) Alternative X may not extend above ground line
<br />Concrete stress: nor be used with Pile Extension "R",
<br />f'c = 6, 000 p s. i. (Alt 'X ") A 4, 50ip p s (Alt. „Y „) V 28 dogs
<br />f'ci = 30 500 p.s. i (9) tronsfer (Albs strond) DESIGN LOADING = 45 TONS
<br />Pci = 4,000 p s. i. ® transfer (7116" strond and 112' slrond )
<br />Note "F ".• In Alternative "Z" fine #6 bars shot/ extend ' e d o mininwm of /2
<br />below the lowest of the fol%wing•
<br />I Bottom of footing.
<br />2. Top of final ground surface.
<br />3. Top of original ground surface when piles ore driven through fills.
<br />r
<br />R
<br />DESIGN ''
<br />.CHECKED
<br />LAYOUT_ 4 �__ CHECKED hl.je AF,
<br />FILE NAME DR ,ERJ SHEET N0. I'
<br />n
<br />Precast Prestressed Precast Coss "A" Precast Prestressed' . • y
<br />Concrete. Concrete. Concrete. f ..
<br />e6x 3t C min. tot. • - , . t (with extension lot. 6) a 4 •
<br />6 tot , 4 •, _
<br />.r, rn .41 i (with extefion tot. 6), • ' f
<br />1014
<br />!� • k
<br />e
<br />P=109,�D /bs min.. 6 to1. 8 (Full length of pile) P *140,0100 /bs min.
<br />�Ploce diogwo/ Of pile -
<br />poro//e/ to layout line CLASS I P/L ES
<br />of footin • ' ;
<br />- - 6 tot Q . '' ' JAW/ COA/0 .S're DIrf1�.I il'"
<br />_ _._ � - -
<br />`l rr•/dtd �b p�o�
<br />, 'r6 x 3 = 6 "min., lot. 4 -__ -- , • - �_. �--.x • .' ,
<br />= 74060 /bs min.
<br />X C L ASS H P/L� ES ��r•- a' •� ..
<br />qL
<br />.� m► N;
<br />'ate
<br />I y Cutoff fine oa
<br />� ii I II , III , . �
<br />I1 1 I v 104 81 ,
<br />III , _ moy-- �i � � � � • . '1 v . - '. .
<br />�> • Octagonal Or CirCu/Or c i = w4 S!'e G
<br />� s � g' = �`� � sQ
<br />a Section, 00iona/.lb
<br />CL
<br />� o
<br />OF
<br />+• 1
<br />-/27)
<br />Ck I kPi I L I
<br />1.—
<br />�' 6 see Note F �.
<br />5 Wire (P 6", , Coate e'14~ AW Adic
<br />O►
<br />Ft I
<br />410
<br />.��' v �' @ j ---- Q
<br />� @� � ►� .
<br />i
<br />zt opt
<br />ot
<br />w0 IrcAeX
<br />AL TERNA T/ VF 'Z7
<br />,w " A L TERNA T/ VE' 'X" AL T R " " U
<br />E NA T/ VE Y ,5-ed O� Ab�ire?r>f_s =,
<br />/0" min. d1oa, pipe extension moy be used
<br />a1 the t/p when step roper is 30 or mare
<br />In length
<br />441n1mum thickness of p1pe extension z 0.1793.
<br />iQ w SO w�� ao�e. V'9 ear /o/ch
<br />n L- G o%On"rcd `- n
<br />AS PUILT PLANS
<br />7..4../7i• .:1c'e,/
<br />Constr. Eng'r.
<br />7 wile i .. �'�.�,;'", �o.'ro��rc�' � •— -- - •- - State of California
<br />go: o.►� zed s1raovo! rya: •' - �t ;°a,��;;; �"' __ __ ... __ THE RECLAMATION BOARD
<br />... s' • -- �� .S'AN JOA 0611N ,P/1/EP Al. DOD CDrtfT,,POL PA 9,dEcr
<br />ro a D UPAIA M IZ P,PY 3,P/0SZ
<br />-''
<br />'ODIZ z ir (9A TAE J0z TA1- /Z S
<br />Jove 0,1,090,70/ A-0ce !rrom/ i8 S PREPARED. DATE: APPROVEN AP'E:, G 79 7
<br />Z s yi
<br />/ MAY 19_
<br />----
<br />s rrc e / ,oe,a t
<br />SUBMI E .�/7iv 6r ASSrC-A4 ..'Qay,O
<br />.,► W1IV 7 G A TZ - - -- r . c. ✓d,y sa.v._--Assoc LA". w A To. 2 - 96 Q SHEET
<br />Alel ",5470/4e off 1"101111 DATE orS.11IrTior o. Arr D RECOMMENDED- .APE. a.399 1
<br />�. r •. FICID •c or r rill %CAtr /'� MAP 60 - ?42 Of OF
<br />_
<br />A _
<br />STATE NO. 29C-187 AIRPORT WAY BIRDGB NO. i 130
<br />
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