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Trwnwinama:., MUP
<br />'La'iNd •'�,y�.y+' —�ri ..�.+ViI�J4uWW'..,•-:,c ��. ilk
<br />—_ -C -
<br />r v , fps an afrernorI ve r© me . • . � _ '�
<br />u�-ies Sec. 8 - �' reinforcement shown, Alterncrfr've `'W !' - A- - �. i ,.. .s _ ` t
<br />_ ,, .
<br />w
<br />~� � ` , ` tx �► top- / 4 , --
<br />"_ longitudinal reinforcement
<br />of
<br />Pf`fe $hell rninirnurn E 174 Of tip. -
<br />,r may confist of ,steel strands
<br />a !. w
<br />diofri eter 12 103 — --- fain. Cas1n�-V- prestressed to have o total
<br />r - remd ning force after losses
<br />r y
<br />i Circular farm wit_/1 equal or
<br />.� �► r< k o less than 67, 000 lbs. � c 4 � -
<br />f not / � # o © At no time shall the stress c® ptf n
<br />= Total 6 in the steel exceed 0.r' of
<br />t:
<br />its ultimate value.
<br />•
<br />k-
<br />- .rc . -
<br />. P ,1 SEC 'O/ ,�'" �"101VSECTION'- _ SECrION /Jyy`y/y/y(j
<br />a 5ca/e sca e • � = i - 0 scale � r,- t�!Scale �4
<br />1 4 � a e• 4 / ��_�, I c f O 6 total S
<br />Sec Sec Pion 0 0 silo ifar ;
<br />toy except as noted.
<br />t
<br />_ , "� -3 hlin, shell -- Sco e s "` /'-0 `
<br />!. , P/ace« 6 6 x 8.O' Bend os shown o wn , , f 4 dry et r b .,
<br />!' 6 - l• or length
<br />8 X 3 - 6 Vowels, total 4., l to provide for connectlon to cop / and a 5.
<br />Ground /;n 6 x 3 6 Dowels 9
<br />�.. �. r, with pr,'e ,extension tot. 6. _ .�'
<br />} "fiC"qi+rc• ;�`�' ,,c,i f �ar 4 ��e �Qtl.° � � � t� t� , � r � _ � � y / �+�� �/f1111. d�4. � butt
<br />z � �� - - - lGround line .�--� ..- _ _ Cr e;,jr. ►f tl �*` - -
<br />_ ar�dlo lea /5.0
<br />Ground line �_ 3 ![`Found line SrpUnd Erne
<br />' � ?7!�%i�i � :t`"`'�'•� � � '•+,. "7j,;//rlle.7� r�`Y�(ri`T,�1"7r'�T1a�C*1``�' .•" _ i jl ,� r � 4�+�"'` ,_ LL "i�:�%� 7t�C�C 'a`•/,�`ri,S�,,,tir5y,4t r =_.�_ �<"�,J�`�� r`"r x"Y�,t rn.`• :
<br />t;s
<br />Cut- oft' _ _ �-
<br />o �- _ _. -- -,�- _ _ `�, t-oft -� - Cut' -off _ -- F.�h. t... . _ _ _ .#—_` -- i - - -- -- -- r_-- —cut-Off Cine
<br />- ' line , _ - �1 _ a� ,, ° ' I C, t - O f f
<br />d4ttprri• •c; Bottom of s line �`ut off ,Gottom of fine oe f gotforn of iloofin -T � r'in B©morn
<br />` of footing ! ftloting-� k Tine footing - �'o ;: g e of footing
<br />MI;7ffnum shell thickness _ , - 6 ltf� 5 wire 6 pf tch.
<br />,.� �' gage. Contractor` , to be � •�. �t -- �� � ,� � N2 � wiry x � - s lg dowels
<br />. `- .«. Wire - total 4, with pile
<br />responsible for furnishing �"
<br />41
<br />site/lsl including- waterproof o IV 5 W re E � � � ti U 6-
<br />.;
<br />t ,end cfosuro, of Sufficient 6" Pitch » �•``
<br />. IN
<br />sfrov /17 to drive wf thou /
<br />. lisfortion.
<br />� .-�,,-, -,-- c) .
<br />CL
<br />Wire
<br />'-
<br />4 t Qw 4 A, 1 _R1 t F yk
<br />Mini�nuln Shell dic.
<br />1 « .
<br />; = . Ahernelive tip shops - - Minimum shell did -
<br />t - at o tiofi of gontroetor y f ry - ' -
<br />- p meter at tap SN ----- - ----'t ----t- � - - ' -- -
<br />`'' �� ,. hfinr`rrtum tip diart�eter /O -- - g
<br />� �; +� 16 t�ir7f'mum sh�l/ tfiickne s = ga e
<br />8/3 Onl �'`► Contractor to be responsible for
<br />' - x �,,,/ ,f an r`futl%not reinforcement in the driven furaish%n�g shells of ,fuflicient thick- -
<br />..... _ •S "lief � r Num'
<br />R . L ' �7 t ri � S o Q
<br />`` portion of Alternative `W" shall be ness o d ve without f f rtion.
<br />'ON RErE PIL ON rRI I / Prestressed f0 /G�,dCC C,�s. ,ver bUr.
<br />„ „ ,. ,, , ,c N 1 rfP S - IN - P� ACE C s �- IN - �'�. O"
<br />r
<br />Y 1 r ERNA �l / A 4 rERNA � aI UV
<br />� S ! i N —PLACE
<br />f -
<br />t, !r .PREQA$PESSEDf_,-, I . _CONCRE_PIL
<br />E-xtensions of Alternative El wr1/ not be 'Permitted BE'Nt' l On/y ++ '"Oi�CRE 'E PIf .. r _ -/
<br />r CONCRE !'""�. L%�i NA %4� Y At CRN r�% or „, �
<br />above the► ground iv"th either the 7ypicol fire �_______- ______------_.______ --_ -1'�4AT �� xt f?s%on csr the /2" pile shell,s L rERNA / �V r�W i�- ei a
<br />_ - - -- - - - A ERN E �/ i PIER 11812613 d, -
<br />-� . PIER$ fl I26 13 Only . ` .�. --- -- ---_- -- --
<br />tiNO40 E rE5
<br />rhree turns T ''�' _
<br />A/ Bents Biers exeept Bent •# / -
<br />.._f"vr 41/errofives "W'* and " ' the piles shall be 'driven toll to th tend cut off
<br />,,
<br />�� . _�. - -'�f � x ,fthvr�t ex1'ensror�. •:..' k' `-' .' of Ih �`r�,.
<br />. when e,�th of concrete . _ • .: When Alterno. I'ves Y r1nr1 ,� o!'e Extended o,�ore yrvund, the ry�ical l'l/e ExtEr�sion
<br />_ •a above tr`e pile cut ©ft` p�p't�, r shall be erred.
<br />.. r� �t %s f®SS%lon 1 r b� rr ��1rS C�,i '1. ,
<br />�Afferno ive .�+' may be extended `' ` �` (then piles ore extended, the bottom of extension hull be located 1`�0" , - .
<br />cis an octagonal section. shall be /Dent os sl7o*n.
<br />t x, m!`i�irnurr� belv�v grr���nd ire, lfn,'ess shown crhdrwise !�n the glans.
<br />-!. roa of fcc ti;-r or ;
<br />N� 5 wire 6 pitch. t., g . + f ,�
<br />_4 cp of slab. _ Alraor coNCREre t F: C z 4 O R"B, I. x ';
<br />RESTReSSING Sr ' L f SEE S�PBGi4�, I R U/S/O/GS. s ,$ # d.
<br />- , .� ' . PRE$1`RCSS WORfflIVG FORCA 173006 MIPME. ' `� ' t
<br />``6 7`o tvl 6 e t r r /ni rf
<br />-- fore i� the fo qe ems �g otter losses /n the � etens oned
<br />F ""' "` pfestre e'df pits due to creed a� d shrinkage of concrete, dreep of steelond
<br />I , , Pile cut off ,. r.
<br />elasticompresslon o concrete has occurred. St e/ stress lossesSho// be ;:h 4
<br />' dssufned to be 3O, Of3( p' S. !. Aer� p: ar
<br />P "S rRESS1`NC� NO iE < „ :- : �_
<br />,„,. _ _ 7 S• C y �y 7
<br />468
<br />� �' - Ground fine All steel ,strand to be prestressed shall be high
<br />" •'�„``'� .-`` tensile cord- drawn stress r �... P
<br />eSS a teY.,d wire strandr of �filocE oc?QarµNT s��r� c,� CALIFORNIA
<br />�1 DE14 6 _
<br />Q► d�amefer not t0 exceed .� , hUv!`ng d� Ulfirnate ' a��aatM �^1T � a��1.�G �car�s , � �
<br />d r,
<br />IQ) 01VIVON OF. H;GHWAa S
<br />=�. tensile strength of not less than 200,000 S.%. project Cesilmer �.-- �- �_ _ .______r __ __ ------------- - .�,4, -,
<br />_ VELLA D BITID 70 and r an elongation of ru Lure of not ! s than n r -
<br />y . rJ p o eS � Chef CeS:9 e - _r � y•'
<br />/ft o�st�rs 13y Checked
<br />trMICALPILE OCTAIL.S CheckedAcross they Moln9lumneRiver --- �'
<br />_ f w a .�UANTiTIES By Cf*cked
<br />r.ypicol except for A Iterno, i - - --- -- - - -- - - --- - - --DEIAve ff
<br />i r�ctf'eSSgc7r .l,�t.r u !• , 9pCtFtP,Atl(?,'5- ._ s - - — — --- --- - ---- —
<br />t `/�/ flQt n r' t -k -
<br />-- - - - ----- - - - -- J'•xcvpt vs rra'e�
<br />Apa':�a; ji@cp�v;,t.,da� h _ Civil arnd �S�ruCt.ratSCAl.5,� r!_Ix 0� HA'E1� FILER
<br />r,.} r e e' 'of it e S. g n n f. 1.. r c rl $ a 1�ia. _ 2 DRAWING
<br />I N G
<br />t dux s•w, yr, ,.i u, y. W,. uauuur,yar•,
<br />- -R L DRAWING No. P -- - - - -_- '
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