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<br />a" cil V ( it X Z TtAbe) ail. COUNTY R4rt UPtM MItt$--iOTAL ►1M1tCr •"a•. ..a
<br />ma be cud f ror,ct ► ►. . _ 1 - - - _ - -.� .. �( s/4" �001 « ? 2" ( x 4'i Ti�.tb�►} _
<br />ra r
<br />atterrnci+►ve term Qc�st'
<br />---�
<br />incxi Secition or - �.- -,�.-- ___�_ - l,- --- �. N 11 . WC!►S�" ,r r -n�
<br />fabricated. �.. �.• 1/ _�» _ V '.E ,�
<br />l E•. ��r.l vUV�..+1
<br />_ PLAN _-
<br />AAt• Al••wr•i
<br />H I
<br />•,�# w C'" ..•• 1 --- �l �« hni�S-•-•--,`��-_ � � TS 2 x 2I � .1818 N� � post f /g �► x t/t" Stud
<br />t - — I bo►ts (?. x 2 Tvbe).
<br />H M a 11�Cam cr) �.nG h N 3/4" �' '� 2 � S+u d ►« '
<br />( .o_q + r k Was (%r5 - -_.- II 1 i It 4x Pasir Spacings
<br />AU 0 �, ----Y 3 ► „ l i bo 5 Tube. $'-C�" MC�X. Use s c�gc3�r�c� joi�:fs icy rC�ii elements =
<br />Al 46
<br />I
<br />/�, x /�, A - t 4 1 1 L zn it h 'For toa mere !n pcwels cxcros5 expansion 'oinl• as shown.
<br />N DETAIL i� - - -- -- - -- - Nut _ ..•� �_ __ `� ,_ _.... _
<br />t4. wcx skier
<br />PLAN � '
<br />4,/► ( UA Post 21► -
<br />a � M_ .� .• �,� x d,'« �- � wee Tvn � 5 �- cs,r,d-
<br />.-- --_ 14 , , = Full gene+rC%+iot1 s is ( Car � t -0 Tjpical �� n
<br />a ELEVATIO 2-� .. fast butt weld.. F3C---�' ! 5 R=5' I Deft it A T\jp;cat '
<br />"' f -
<br />• PLAN � �„ � =N �--a- � �, �-
<br />N METAL BOX SPACER DETAILS �---0.Io. _
<br />x ! tvS1n. �2" Goio� Cty��cal) SECTION-
<br />,.iyt �L 'Fit. - DETAIL,
<br />B �
<br />Top 01 deck
<br />��
<br />SECTION S- ,
<br />S
<br />law
<br />g ,
<br />t-logo
<br />rc min
<br />SECTION C C `
<br />RAIL ELEVATION
<br />�4 /� 1
<br />4 w `' 11 y
<br />,� i ! - Nate . � � ,� t � � ''I 1� I I I� I I - _
<br />Fa€+ (( W'3.5 wire for
<br />'0 � - - = I� =- i 3%zx 3i� j -?hir, 51c�b r�oi� See De+01IiI INC."� S o1' �d
<br />8`n 3cSc:�u;o -e 5tlsfer�er ec�c� shown. , Metal t3eom Roil, I '
<br />w r -... 3/t6" x 1 `' Min. side of web. -Cu4' `>�1v,s'r�er-
<br />fi► C post shown. Type of
<br />• � �� � glni� $ i t. •deter mi ned eisewhere . —� � - _ - -- - - - - - - - � -
<br />SHOP FABRICATION C �' - ----C
<br />close, end of ELEVATION
<br />tube's with `3/i �► .. V� 3/�' d> �'Sc� 1 w i i k h
<br />WELDED TUBE •SPLICE :� { ;
<br />PLAN w c,X 5 r e.rlb .
<br />Roadway
<br />• t'�o1�s - -- C;C):R;� C; (sY t,en i h fez hey nI�Cve �rctCC of tt�e
<br />r' - --_'-_ -}--- e _ � � �� („�" t .-ti . � �/ _ .—. -- - - - _ 'R•..- ice.. (- -" - _ _ - _ . t - - - - - -
<br />s• i.������., X.
<br />� `� __ a•-� I
<br />4 Cu�' `NaS�cr �«% X3 xp`_8' r D/��i: :.� - s-_-----i- - - _ - _ - - :- -
<br />2 8 C Eck _ _ -� �� -�. - -- - --
<br />.;v.; n�f t0 t ) -� Adjust t her ht t rovide q 1 '►y 3/ r �n �lci�
<br />y � g o No4 t: va" nut MC he 3 !
<br />Q �j j . P i� _. reP1c4ced with dt'lled r•. 4 f 2 c
<br />/�
<br />4 14�' x /� - �� i� ' _ Smooth trcxc,sitlon from end and tap ed hole i n µj
<br />•• DETAIL. • - X - - See post to typical M16G R holghl'. / p
<br />4`01; �� 9. » Sleeve.. Ed c of Slottt.:d hole
<br />'v+ w �, ix//s � ^et it z --- --- - --- 9
<br />o PLAN
<br />`.; sg uore C'vf or yrind
<br />� ,� - -- - -. Sleeve fear med ni 2
<br />>. �► ' %rs .2X,2 X /87 �' .: _ _ _ . ; t ; y/i �" t�. for r 51 id i r) g '..�.'.. -, 11
<br />• ' t I fit de, -/o h I
<br />`
<br />V e ti ,t �, hi r� .� ,... -�
<br />.�. f, � % ! ( e � =� � ,� -� i � � 9 "� tube,. bend thusly: ;��-- `r1t• i
<br />Af
<br />e' Oe,4ail
<br />,. t- see► Post Ottoi/ of /ell L j �
<br />�2 � hole no,«r
<br />o
<br />ag ❑ ?"s ��'4 �' ,25t3/jnut (rack-44F: �SLEEVE
<br />3 '3+'i ' 0 : W d Iryl V y �a1r W C d f o
<br />04 i' �h �" Bo/t pia ,� �~ �` 3` ¢ '�r '` I S C-T ION ELEVATION
<br />sleeve).
<br />s� .4 n 0 1 jloX/_6 /irSroa/s Q 4 7�i , „ = °, , _ (ox4x %4, m1n,�c t'•�,/ 11 11
<br />�' A° .�:: L A _ TUBE SPLICE
<br />- � �' ❑ � 6o>`h �ndsl >"010�.2 cn - • rods ircod�d 4 � ,� D E T , I .
<br />'� .�, ,, �� 6�i1h S her �u1s ,Der rodl 4 6ofh ends) fotof ,2 (#I�lh .� hex METAL BEAM APPROACH �
<br />,. r4 j? V • �' 0"� 3 ,X Xo, d .� i ''—' �.,'_ /�UtS ,Der rod,I 3"� � NO IEIs
<br />ij 4I A rj 1 1 O �' � .yfi4. � � � ti� ( � / ///z/I � 2
<br />\ //
<br />ro +� v • � .! } . �---- �� i/.� i _� � __ l o s t s shall !-o
<br />-� t V 2. Tubing slia l l i o ,hop r-.ent tl s. v s. • 1 - .9 e'et/j Pasr' �� «Z - _ ` ! ,. �- ` - - .,� , 3 p fit i o r i r_ o n 2 d` a l curve
<br />A v N ,'; '� Fj �CO/lf.�Q.�; / �� _ , e e f �� = 4� .en curve ra ie,is is ic.,,3 ti:•�n )50'.
<br />s4 1• ►� — — �� - R %/7�//I i ' Q 2 `�'... `'�` 3 . i'�]birt� $h<i 11 3_..
<br />u 9 .a i —�_ 3 prr ill��t to 'r.�rti •�1 31i�3n.�Qnt.
<br />- - (j j, -
<br />�K1 _� ��'� �`� /. �� �1 p Ti Ex Post
<br />- G - I. I'U}'��iil '3h�111 �.IL :�Jntln 1 15 a
<br />n CL( � .> >�.�c-r �� �t less ti.an 3
<br />�1 r� /� ''�..VCI'C int rmadiatar posts, pith a ..lini.hu,a lei: tii of 3
<br />t• 3,44 i i `� i
<br />� o � �'_ � �� � �-3�rX�a'O-d','�ff'ac��id/' � � � :>,
<br />� WcxSherS S panels. except as noted.
<br />3
<br />1, O No more than one t��kt� splice r
<br />w — = c� l r io O _ ___- �\ 3 \ per Pare 1 i e
<br />% n .+ I 4� 6. Spacetpostsexcept
<br />rovideol�'-V min clear iletween
<br />,c�u • H _ — Q Y - _ -- N. r` Car'' fYotlie/� '' a c�inston joints and c of post.
<br />d-0 •, •� '"` - -" - - h�X nUf3. 7. Rail joints in top an }.gtt��r+t tii1_es at deck eY n-
<br />d.
<br />IV
<br />' stop joints shall Va
<br />I. u �- � ¢ X % �� //S• � � _ .�=.� j pruvi�.o a l 1���+an►.a for nove� nt
<br />' •¢ L�. ,�`� eoch f rods threadea� 6olh e�dJ _ . t " Z� • _..,,,.
<br />�� •t ,•,,C •� M/ iOCoO/1 � V�C�/s t`01'W /i e ua' I to width of .eck ri •�'
<br />.`j F+ '° n _ _ 2 (�w h 4 hex nuts ,Der /-ad) ! •• Increase to ic►ngth of sleava. with _orr�sspondiny
<br />Bo/l dio� �� vertico/ 3 ..�, �, _ , a �' Pn 5�
<br />}3. Railing on t_rid�;e �+in�lwalls tsa 1-e plal_�ad after
<br />•¢ �p -�r._ walls are hackfilled.
<br />H
<br />14 o Od✓UStivd0z;>*` d► X/-6 f/,S. rodse/hrevded 6of/i ends) ,�'i'%�%��'✓i%�� �1 �Q ,9 -- y '3. 3/4'' stud kott nuts shalt to tore ue�j t 7
<br />' a 3 P - tOtol.2 �W/>h ¢ her ndts � � Slnited toles Ir.) M.t'5.G.R. cud' wcxshers 3/a • stun ; o t 5 ft lbs, ,.
<br />i:olt nuts shall be wrench t i�3ht .
<br />943 o U,, der rods 14 DNS r3oit wlth Ncx C1Uto• 10. Anchor 1;olt nuts .shall ''ry urentih ti ht.
<br />3
<br />v w 4 Q ,. SECTION B—B RAIL POST DETAILS 81 SIDEWALK AT-WINGWALL 12. Galvanise rail aa3c:nbly Stt+ar A1_gj jjjte o. .
<br />1"2. ®osiyrulyd by AA:ili':ti cjatCj 1973 ar�j Interim Speciii-
<br />H «+ E± _ �� I1 I1
<br />canoes dated L974" L9�5 and 1916.
<br />q •�minfol; __ _ _x _ _ _. _ _ -- . __________-_._ _ ______.___ __----__._ _ __.. --- .__-_.___ ____.-__ _----_.._.-__ _ .._ ____.___-.__ _ ._ 13 • s base on a future overt y
<br />_ _ '� �- � DETAIL � Design height of rail i d � 's .
<br />e � - - �_ of 3 inches maximum.
<br />- w a = DESIGN '>�•.+� c t 1 ptt� - .`r7�Q Of Q1'' IE.iN OF STRUCTURES eIZIDGI: No. ,-
<br />4 4 a'� 3u -, _ L. iJe (ZIS �r _ ;�, a3. TM(a � - NO TH IjIC1HWAY 99 EASTF ONTAC�E ' OAD
<br />y crzt<ra _ RE S RFAEI NCB AID
<br />DETAILS Ken Johnson �.Eu. �3��N,,n CALIFORNIA ION SECTION �
<br />Auu
<br />` QUANTITIES Cher iced D�PMMENT OF TRANSPORTARON FROJ CT POST MILE
<br />— -
<br />`�°'NVT _ METAL TUBE BRIDGE RAILING TYPE 116 '�
<br />-_
<br />v i Ot�1 ORif IHA4 SCAl6 !N INCHt CU �va►oN DATES (opt Est of -�
<br />FOR RCOUCEO PLANS N DiSrP an# in � F
<br />.. _ x - 3 wo beating !i u ,1 tk y MODIFIED
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