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<br />AM + AI
<br />r
<br />+nr!,Mwr,h' m.,,.+Aw.. _ ..,..r.,...m«....+,+..w,..d„w..,......»........,..,...a.. . .a.u..a.....,....a.... ,w..e,.,.+.w+:,+.+tiaww..„.,..,.,...,......,.,..w.wM. r....«,..c.,.rnwna.-....,.-...,.,......-.,.-.,n.......-....,e...,»...o...;a......,.r.....,..w.,... _ .. . ...a., _... .-.,.,..........,.. ,...,.......k.«,.. _ ,.. _...... ..,,:.......,.«....... .4...,,.,.,......... ti........a.,..... - .........-......,......... _,_._.....e,.--...r_........_.,..,.._.,._ ..... w..,._._._.....__......_..... ,... _ - -_.._ii t+b,..-.«.. _.......,-m_-,.--.............,..,........-.>...F.,,... _.......,,, ...,. .,.,. ,, _ t a'—.t
<br />t'I�. 1L"if.�'iPl88tlYYC" d�+wt+Miki>i4 `siIAIk,' 1Vkr ' 'il6t� i .
<br />JACK TONE ROAD
<br />AD lFylr-AAL,lSHEET TOTAL
<br />FED.ROSTATE PROJECT �aDIV. NOPrecost PR NO. SHEETS
<br />restressed' Concrete
<br />7 CALIF. S-1 i93 (3) 1962 30 31
<br />Min, Shell Thickness `5 tot, 8, extend "into . Precost Coss .;I Concrete
<br />x 3- tiin. tots ,
<br />" 1" Ile co or extension. Xr
<br />ti ,► See Note
<br />j. �` S tot. ", See Note
<br />go V
<br />AI
<br />d-D __ _ .t 1 - clawels, tit: � �or l'�t,��� c��
<br />�tat 8(Falllength of pile) P 140,000lt�s. rn�n. Section, Optional.
<br />See Note '�"'"
<br />U-U, V-v W-W Y-y Z-Z
<br />1
<br />C L AS 5 1
<br />L ES
<br />1�'in. 'hell rhiGkness �,�' to/� �', extend /' �" � :, •...: , ., ,,� , ;,,... • . _
<br />Scole" '11''� �
<br />' ' , " ° : / r� , into pile +� op. �'�+
<br />X
<br />= s
<br />' "6 toy` 4
<br />t t
<br />6 3 0 do wets, tot � s
<br />_ -Z-
<br />- i % V {(' Y Y/ la r I, .�/ C.t 1 wan .'.�rn"...ruycv�� may.. - ,w.,,ar;. - '" K ,}
<br />S 17 1'"L ES
<br />f• •' - .aN.s'rrew. I n i �Y+wewwu.! L _ ',1i �n eylMl' -. • _ - - '
<br />* W re' a 6 " r tch
<br />,i �
<br />Final Ground,
<br />I A , ---Iw)
<br />--r)
<br />7 "% - Culof lire •�.. ,.' - ', " � �
<br />» . A
<br />L o a� t�'ater ale �! � -
<br />Cutoff lane rn klloter wo ys . -
<br />r.
<br />Oclogonol or Circular •`- = -_ ��
<br />,
<br />Section, Optional. � � � . • • , _
<br />�,) - t
<br />PIL L 46-X 7-f."AISION
<br />Permitted with Glass I Piles only.
<br />.;
<br />IT)- �'''+� 'tip -' ' ,,� ,,�' "-,.ti � �`' j • = .;�
<br />Q >..
<br />•, ,, ,� = # . t Q
<br />, s,ee Note f
<br />' _ _ E �i!ire " t pi"lch,
<br />s Qa . ^..1 -
<br />�l" COUNTY 0 SAN AQUIN .
<br />COUNTY ROAD COMMISS NER
<br />CJ' CIVIL ENGINEER LICENSE 0 7077
<br />-V �a�Ydi{yyi� � � ` . � M,. � /^sue T I � •"` F , � �� � , re \�• r ' y k
<br />j I ..,, %� y) {j��-:�'A \r% ,rp yi 1 yr ♦{ =YY\,i/•� ,,,iiilll/// `i
<br />_ J min. - �� �' � � -� /JM�fJr � '�. �
<br />STATE OF CALIFORNIA
<br />of option of Controctor. rnlr�. mon.
<br />��-RNA
<br />- �+� r� �� APPROVE 20r 1962
<br />�. %'�
<br />JJj �. )J^ J���+j�J��/fj J// �� /JJ //jj� .. ' A j{j, f/��� +Jf j//rERNA
<br />(Jy W
<br />��.�/jj ,/jJ/{� ^ /J}'� jJ�/��/ (j)..w. //q/jj{/fe`"� Jj�i /j fJj(}7i'' ors+ i ! / F 'R #' 1„ !*�+�� • +1 f �+.riI ' .. .. ♦ �+�r ! T !I ! .i , 1.�.. I 1 I .. .� . ..f.
<br />M
<br />�` .:. .. - '
<br />i MIn. dIt%, 1��`:' xten,' io fr/ y �'. "ta + BRIDGE PLANNING ENGINEER L) . S 5
<br />-hen step taper is .�J or more in length.
<br />1 ' / ./ �5 lt?i glmum length of extension is 15"
<br />- ....,.. w _ c �e extension "O,17,�,�."
<br />AS B U I LT,
<br />inrm ern thi l�ness � � - '
<br />` lterncti e ,� E �, ,tyro be driv n full n without it 's titut f r-CORRECTIONS BY
<br />e ui length and cutoff w h,ou Gloss I � es oy to ubs ed or Glc ss Z piles'
<br />exterrslcr� or, rrra be extended, All exposed piles car P#s extenslons Un/es� in�`ic�r1"e�' to tie G'an�'rory a/! ,�i1'e sl�c�// he ;'NO CHANGES' _._ . 1
<br />sholl be consistent In cross section thrc�o out the pro/604 Gloss I piles. ATE 4p
<br />' y4
<br />llernt tine '� ,;� r r~ st resrr , so ',� then pile i"s 'o ,fie extended - ' bore will '
<br />- f 'resl`r In r r�rce ter losses e usOd in both the pile and the pile extension.
<br />g ( ) _
<br />-,_.
<br />Concrete itressy -
<br />,.SECTION
<br />SPID 4 DEPARTMENT � � STATE 0; CA,tIFO tN'A.
<br />RTMINI Of
<br />. • C OEM' DESIGN /60
<br />DIVISION OF F kSHW�A YES FsK
<br />5
<br />t� of 3500 p s�,1 ' tronsfer t'� strond)
<br />Ci ' 4000p.s-,'i frond Gar l stronof "y,ar.��
<br />4' �J
<br />JACK', TONEROAD
<br />' v �I // GE 5i.,W 0
<br />5
<br />emote '' - ,, In l ernoti ve the 6 bars sh oll extend o n7rnirnc�rn 'cif BRIDGES
<br />°. 1' below the lout f l Y / = e o t e following.
<br />cttotn cf�t`oot/li t��t�tl
<br />v' C O .f C 1.. _ _ _D` As _
<br />TLcu�l
<br />.- 2: Top of �`rnol ground surfoce UN7„1E • --- - _ ___ --__ _ _v_______. __. _ _ ;; __
<br />3. top of ,original ground surfoce when wiles are driven through fills. � � � �� "l 't� �' C�,�.PlAlr'' � 45 h�iN r �If
<br />o or
<br />_ , t 3A INS
<br />6 ,
<br />r0„1d plm1+ bear ng tn�'�., n hrrs -' W PRR DRAWING NO P
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