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77
<br />f ..Y .y _� , , , .R* •. . .ij , ` it . .. , ' ' � ,Y i ..P/
<br />/rnll of o ment Stir'
<br />Y Limit of payment • DUCK CREEK BRIDGES
<br />$
<br />ROAD PILE SHEF7 TOTA1. .
<br />NO.. INDEX N0. YEAR Nb'{� SHEETS
<br />6, Est spoCing
<br />Apprvx. _ 8UI i- rJRR N� -
<br />'�^--'" ,Post bolt h l-� 0
<br />s hW/f correc tla n s par Tom /lyaini�i o` 9- i 6• b 3
<br />, Note sill,
<br />/2 At rai/'sp/ice nearest expansion joint in bridge deck, s/ot ho%j in movable
<br />- ►-, 0 x /, sp/ice bolts L section of rail io' allow same amount of movement as is,vrovided M ',br4dge
<br />/it 4 ,/ ill/
<br />►er join,4 �,4 , deck. Place ,- asbestos sheet packing between roil elements, Adjustholts
<br />'to provide sliding fit and set threads.
<br />Lop in direction
<br />PLAN of traffic Post bolt slot -
<br />' I
<br />Terml7a/ section lapped ! I Use 3 - 6 "posts whenever possib/e. A // anchor rods to have hex.'nut ,
<br />o n traffic. face
<br />__ Provide lock washers for to anchor rods. Weld 2 'x4�"x
<br />A _ _� p T plates on kwpost
<br />g s. Contractor to provide meta/ shims to a►/i"
<br />a using /Q anchor rod
<br />t -�� ► - Aposts. Space posts to clear expansion joints by /'-Q'`min. lb ,post. "Pd►st
<br />--- a -- = — and anchors to be gal vahized after fabrication. Railings on retainin
<br />► ' I �i s — 4 x 22 walls to be placed after walls are backfi/led. Bend rods !f necesOr to
<br />1
<br />i , ±' ..__ r .._ _ l-=—= j �' ► '- -- _ slot maintain minimum clearance on supere/evated slabs.
<br />. �� it `la � - _ _ -t--. -� „ .► - - . .. :.. - -
<br />— 29 /
<br />�� ll See Special Provision for rail element.
<br />6 go'l5. 5--,1-11
<br />l l slotted holes
<br />I
<br />� asbestos sheet pack/ng , F• '
<br />AL TERNA TI VE END DE TA IL
<br />at expansion joints
<br />nts only.
<br />CROSS SEC TION f EL E VA TION,
<br />NO7"E.' Place and post on shoulder 1
<br />I I it i if structure does not accommodate RA IL S P L I C E
<br />I �l I ti /2 - 6 unit length.
<br />"` S�i ale. �//=l/-O/I •,
<br />3Z'- 7" Oiler all
<br />12" Round hole.. - - -- - - - --.,---- „
<br />Set post' in
<br />positio;; and
<br />I -
<br />fill with P .C. i ii ftt A 6,_3„ 6, 3" Allow 3 I Face to face of rail = 32=0
<br />P
<br />R
<br />-``•-- bolt 0 only R
<br />EL EVATION _
<br />_ ;
<br />END POST ON SHOULDER k4 0 9
<br />--- 6 kfo,:"'/5 5 o L O r
<br />Nell
<br />! / min. O cV 'kill.. / x , „ Tot e
<br />R washer N 3
<br />-
<br />31
<br />.r--- .. ' ' • `'`�' f washer
<br />washers =
<br />out washers „
<br />RAIL PAST SHIM,
<br />ECT ON, A -A � 4 x /-O rods, � �� scare � : t, 0"' �
<br />A _ (Tot. 2)
<br />ill e
<br />SECrION POST FOR MIN SLABS
<br />RA/L POST ON WALL
<br />- BRIDGE DEPARTMENT
<br />,, .. DESIGN SECTION , .. 6/59 - 4A,(JQ, 1 Pr ojoct *Signor_
<br />V UV `` Ck EE K 1 VPf 0VES �?/ H EWIT ':
<br />L,< OESIGN •Itrr4t r'
<br />V,�. L006 3tos. 9 3 + 0 7 +s :
<br />('�• QUANTITIES rl IfteA
<br />Ra,' ',6 r Mutra.rd pto METAL BEAM BRIDGE RAILING
<br />k .t SPECIFICATIONS 4 C nru.r.1
<br />R Except , as 00 wn $ -'►- 62
<br />I AFpro+.I Neu.meeoQrd _ t1�lt u�A 9lrurtrr.t If f� N �2902
<br />./ �`
<br />SCALE / BRIDGE FILE QRAWI�IG V '.
<br />.. y s FILS_ f`,,,,1_ '� :.4tl
<br />���r-��- .•'�'�/ r%.°��-i.S'' �� �_..._ � ��. - _ " t `. -, r x- - - • � PREt. DRAWING NO P•
<br />rvMs, a gS 4
<br />4
<br />! 4
<br />"i k s <• ".
<br />s.c.i1L.s >
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