|
• d ; .�J*-p. +'� x,w . ,IIF +. d. -, . . , >• v .�
<br /> X' r.
<br /> t .
<br /> ,
<br /> .. r
<br /> "o Div.:�: : .. _.. _. -- - --- Div'wo. aTATa esi4MliwO�eeT
<br /> s t tt
<br /> s+A `Vi' ''i +71Ur N O ►• Om" 0
<br /> Widen for Pedestrian - g .
<br /> Walkw when required r 8 x 8'x 5'-4' oat
<br /> 3 2"x 6'x ?0'-0' Rail " P
<br /> Bridge C
<br /> Urb _ hamfer f.
<br /> f a - --
<br /> Shoulder - _ \ C, 12d Nails - - - �° ,
<br /> ° s . ° , d • ---- -- '- ---. - _ - -. _ -. _.r - _
<br /> pt M
<br /> R
<br /> `, + � ,s '"4 'A '� _ - r°"�4,::. �"""'/`- -" - - ... _- Approval Rscati.n
<br /> W Y / _.r ®.".` _-- .. • " .1111 dfl
<br /> ah" k Q
<br /> Ty' x 14" Carriage bolts i ',� x 14 Carriage boltsM'1h1e'*Y !Sn ^•
<br /> In
<br /> ,n• r ; , » , =_' _ - - - --
<br /> with with cut washers Ike Letter in A 5e'nfemhPr
<br /> # : t „ 1 4 0 Tb sb cut washers ere s 6 t9
<br /> a 9z . �� e f rr.
<br /> N D only Rete s
<br /> t -
<br /> ' _:;'a ' ^ = ;•, , ;.. _ .' x7771•'- .?T,. ..�.. .-�, �;rr'--y -r, �'7 t a to be inch
<br /> • a s` x 1 Sfelf
<br /> N
<br /> -� � f dge of Pavement tole
<br /> Co
<br /> �_) 6 V
<br /> s t , �Y.MI� 6. 8' - �f" 6=I c
<br /> qm y I �_ -- N
<br /> L
<br /> l' `" u t 9 Rail ` FRONT ELEVATION R/W AND FREEWAY ACCESS MONUMENT `
<br /> W Offset from bridge curb to edge of shoulder L
<br /> L • Length of tuaro rail ,�, SIDE ELEVATION TAPER FOR SPEED CHANGE L14 $' ,
<br /> X . Distance from betinning d Guard rail at bridge �Jo f washer cut washers ON CONTINUOUSLY ('rURBED MEDIANS'.
<br /> .� 4, o k . 4 Y Offset at each post Joint Me eI date to be i
<br /> W - It e ---- w
<br /> - l ► rurnshed by the Stdtr - _
<br /> -�--- -- 3
<br /> i"••' ` o .' '.� " • •' "� t 1 .- --. -.. Edge Of Pavement - anent �tl"';.
<br /> '14 * i �� � ��' i i e i . Y Countersunk full depth 123 Nails Joint T Base Linc ParallelAF
<br /> Pae ��
<br /> ALL
<br /> C b I `3.
<br /> oll
<br /> 4 . r ale W- _ + PLAN •T ur i" t
<br /> W 3 W 4 W W 6' W 7' W 8' an9 fl':
<br /> µ LAMINATED G RAILING
<br /> nt �' .<.,
<br /> + fy' X d°n
<br /> StCf l Ow A A I O8 0.0 7 0.06 0.06 LA M I N GUARD R D G e
<br /> 0 0.12 0.U 0.
<br /> Offset mountingon curb at 20 0.48 i 0.44 0.31 0.30 0.23 0.22 16 Da AD - Taper Length r
<br /> end of bridge 30 1.08 1 .00 0.70 0.87 0.52 0. 50 (Alternative,, A B - BC - CD - � AD Width of Speed ChenOAatla'(`s�
<br /> x __ - Tr �- Brve .d AB' & CD' ere Parabolic usually the satTMwidlth.>iI11tN '
<br /> -_ 40 fi c
<br /> "I s 192 1.78 L 25 119 0.93 0 89 F I o v� _ _ r
<br /> 50 3.
<br /> Ground edge adja
<br /> • > ,, r Line cent Isne
<br /> It _._... Curves
<br /> m"' "` • '' ` ` a gyp ° '. r � r Curb P �--
<br /> 00 2 78 195 185 1 45 1 30
<br /> 60 4.00 2.81 2.67 2.08 2.00
<br /> 1 It>Me highway. �' The following table gives offsets from a BASE LINE pill
<br /> vara
<br /> p • .• r - ^-` 70 383 3.63 2.83 2.72
<br /> _ -- - -- - the EDGE OF PAVEMENT at intervals measured from Pai t "A" �
<br /> � 8 500 474 70 356 '
<br /> ,p� *a t. M IA a 4 90 6.00 4.69 4.50 - -- Traffic Flow Add '[" for measurements from edge of pavdtttellt♦'
<br /> or
<br /> ., r a a` �.• ,� ' 1 $i,,¢+ °' + .t r" '3. ,» _
<br /> Multi-lone 111¢�lyl p OIl beie� - 5.79 5.56 12 S' 12. 5' v CIE55 A Or , FE 1 �t a strip
<br /> 100 B LENGTH OFTAPER
<br /> # > 10
<br /> °� ", � "*• , f 110
<br /> T. 6.T2 Offset from BASE LINE
<br /> ,a y1 120 -' Concrete 9D 120 150 180 2 3
<br /> + r
<br /> r Traffic _ DD'-9 DD'= 10 DD`-s q wvt,y' ., Offset from d Pavement - Y• _ _._ Flow DISTAN FROM *A" ;>>
<br /> Alulti-lane with se structuros edge P« a 8.00 • CE 0 ROtNT
<br /> fe''h (a)- Offset from pavement Bete to top of bridge curb face a - - 0 0 0 * , }
<br /> TYPICAL. INSTALLATION Or METAL GUARD RAILING AT BRIDGES - - - - - ' 5 uare o.1a a1s o.19 7.5 l0 12:5 15 ?a11
<br /> uF '' � '
<br /> or tb' Die. '
<br /> �.i 0.56 0.62 0.75 15 20 25 30 � _ ?�� r 'ie
<br /> tern Traffic Flow - '' TYPE A 1.27 1.41 1.69 22.5 30 37.5 45 60
<br /> IF' Chamfer tsd�" Clear Reflectors I!�• SECTION 5'tolo' S'to lo' - 5' to 10' valve Bot CGP h -111
<br /> _ B' 2.25 2.50 3.00 40 60 T5 90 I40 so 60 SI
<br /> h r >
<br /> 5
<br /> Rail Rad G Galvanized standard ,� * 4.50 5.00 6.00 5 2f�
<br /> r'7 � kr 2` �� 2• Standard Double Stripe b Others Co-
<br /> I Batter Weight Pipe Loosely 6.75 750 900 60 80 100 120 160 C>tll0
<br /> T73 6.59 10.31 67.5 90 112.5 135 1&0 ' 202,6 . 5 .
<br /> Paint ® Paint set on concrete Q 8144 9.38 11.25 75 100 125 150 200 p
<br /> :r: 7 x Black Black " " .,
<br /> Metal Plate to be
<br /> ra t £ , (,a N 8 6 NF 19.5 beam,5 std Variable a furnished by
<br /> (T - - pi with we . • ., >' 8,86 9184 11.81 2. I 37.5 1 `r17. d X
<br /> rn � the state. i 8 S 10 I 65 22Q 2
<br /> m,, Station N Station E tight cap,or 601b� 10 t°20 Class A or B °, 9.0 10.0 12.0 90 120 150 180 74Q' 270
<br /> y !
<br /> , , - a
<br /> In Black w- rail or 033 Concrete `
<br /> in Black o .n v * Where Edge of Pavement is a curve, neitherbtsrde tine
<br /> N ata section °.,..
<br /> "t x< uE cv;r i°,~n `�' nor leper between B C' will be etengent. Use propolt` ipne�
<br /> M ! .
<br /> Y." . r .. !. eine. hi < 4y ' , ' offsets from B' to C' '
<br /> p ne
<br /> Whit N `� '� v� N Pint fi, in 4 087' ' » . '
<br /> + in White * * The adopted offset *E*is usually Talong outside edge of
<br /> t.. y
<br /> 1 x 0.08' Raxi 0.04' °
<br /> _ � Rad. 45• � : � pavement but may veryin some cases.
<br /> w
<br /> 008 ,
<br /> (. 2•' �• 0.25'Max. _ 15"SQuare�
<br /> 1,t' . ,;t` t4 ° t,�y a + ' A.' '' .Y d»f"• Q {` ,'P"y ` " - ' x w 11 "INN 1 t\ SW
<br /> ^NM1�N,gw �, _T �.VB' Red. or 16' Dia
<br /> T UILT
<br /> A A TYPE B
<br /> ' ,x a ; •' s �� � N �. i � MA ►y M: A 2fs'- j 'Alf b tj s
<br /> ' 1 h
<br /> lyAA , l ' 111Y1.1 � ro.. 0 -?- ' . e. .l. CROSS- SECTION SIDE - VIEW A ILA
<br /> Fop
<br /> I I G1 1 I M/VN - SURVEY MONUMENT ANo ':tI�R `� i iaf"Ira B RAISED BARS'�. 0 t� W61q i+ - �96 _I 1 A Cl IV'�y 4 �i.+ . 5 ,&
<br /> J.�.�- -._I 4J J 1
<br /> FRONT REAR FRONT REAR -------J
<br /> A , TIMBER METAL SEC A-A Note: Rail to b•faslerw�to post t r 4- p
<br /> 's as Per Manuiled finers Instructions ° D D AI W81 R �° yp
<br /> Culvert Markers Ref lectorized when Specified or shown on Culvert List 8' Round Mole. et post in position " els• .
<br /> CULVERT MARKERS and fill with 'M3bfe8af /2" k, u
<br /> ClasaC'1CC Max. wEl R •� 'a ° •
<br /> POSTS FOR 2
<br /> Chamfer PUB
<br /> Target Plate •C METAL GUARD RAILING - - we1R UC ROAD INTERSECTION
<br /> C c � �
<br /> I Near Reflector Frame g
<br /> { A x t -8- Reflectors " �'
<br /> II a, far
<br /> " } - - Alm ReflecMn
<br /> 2' 2" Reflector Frame of Traffic Flow Reflectors
<br /> or 2 3"CnRt
<br /> lear ?�
<br /> R 120'
<br /> R
<br /> h. '.p, (� '. • �r .� R. ' Ra ' • a xr r },+y'.
<br /> T / Reflectors on Lt of Treffic Flow ac
<br /> O miaow
<br /> O 3' R ,
<br /> 'Y W: + © etlectors
<br /> "i ', r^ ^4r Gti• Nt; ' 11., ,t f. . - 1 © .� le• RedI Air whore shaven 011 ` rr M .
<br /> a s» i a{ e , + , . ` FTk - _• ® . N �r1'/ ��� , ! y C) p A A \ j 3' - r '4 .
<br /> ' gra .:: • C. O .} 1 a0 _A sw. - '»
<br /> rt l :C F . :T .+ ' s » .` " 4 t" , '`` •O , in Q les • Reef lector ir1 cMlea NEI RA A ' -- - ,tAk '-
<br /> " „ R•YelkwReFl Holes .o Frame E R t t - Y-w° r
<br /> Tom_ - S be D ed where shown '- ,n Ede of Pavement
<br /> ,
<br /> 4.�
<br /> 4f Curt
<br /> ...' w ,
<br /> 4'k T1� r oat � t>wM __
<br /> a
<br /> 'T. Dayswlant N ° • , rh " �'
<br /> n'
<br /> • oo WX
<br /> ��tRtEl R }. P
<br /> ,V
<br /> 1 ' 1 ' I wee R C 11111,
<br /> f
<br /> 12 0 Nails ' '
<br /> LEGEND • GUIDE POSTS
<br /> I
<br /> " - A l MIA III UY^°'1'� `f `"" ""'�"'� r ' --►- . l I ; r" �t 80/ I Guide Post t4 PRIVATE ROAD JNTERS`iECTION
<br /> ,1 1 I I t T Reflectors ° k$t+ Q
<br /> Ip IIS t K, if"" '"" "1 ;• .j I x4 x8'Timber For details of j , N A Unreflectorized • Color Front Back
<br /> yl E' ii;;' _--- ------� -L Anchor Blocks ' �; metal post see i i B Single I "clear reflector ; A Non." Non STATE'OF CALI FORMA a
<br /> - -,.
<br /> Gurdeibsfs ' ' C Three I%"clear reflectors 8 C I- I None DEPARTIIAENTOF PU81aC Of0ORI(S
<br /> FRONT REAR FRONT REAR ' I I
<br /> Note: See METAL TIMBER �_____� _ OSingle 3" clear reflector
<br /> DIVISION Pf MI(iHWAYS = L""
<br /> CULVERT TIMBER METAL IE -1 -t
<br /> STANDARD STRUCt S
<br /> MARKERS c A A '0r GUIDE POSTS HORIZONTAL REFLECTOR UNIT wdlR CLEARANCE MARKER DELINEATION OF TRAFFIC ISLANDS
<br /> r Type E shown. For Types A,B,Ct p s
<br /> GUARD RAIL,GUIDE I�=,
<br /> E'IICw
<br /> A, See table at rigfit
<br /> ht
<br /> � `Yi.+ X eE' "" � Revp� 10- 16- 57 Revssed 9-23-31 .. , +" f
<br /> �' t r" n F' ,. ,•, k, Cu1, .1 MsrMers t Reflectorised � 'sw 5-t� 3� Rwtr,,...v w. •d to- s ee Revised 5 73 SS R.vixd I? 54 gevnee 5 3'54 Rii +•20-54 Revised 9'25"53 Revised 6-29-53 Revised lo•2-f* AMeN 4.3.52 f
<br /> "'I{ ' '"s "` A ' - ," .;,'x - • z'*, Gwde Posh Culvert Markers Acc•ssl Surwv kAonurnenis Culve.t msrhers end Gtude poses Rpt InNn•Niens Reflectors Sp"d Len" Dike '`r
<br /> Ip,<,#` 2t,'< t RosbfaMetal Culver Mer6ws Picko Holes
<br /> y^ , Guard Rel t ut
<br /> 1'
<br /> C X
<br /> a e
<br /> ;.qss'' . of 2 i a! ^t . , •' Ip y, ri > :~ a.
<br /> ,d• M ^" ,.
<br /> + p F
<br />
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