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r
<br /> S
<br /> ;y ,•• l� J
<br /> "#`oi s / " parapet " — FAS 906(41
<br /> J �
<br /> *Oilpost t �4 (Ater t'/}�,OIICk r0// j S�O/1� 6 WEST LAN 7
<br /> , . � i E
<br /> �,. / .� .4irdder rail sh // vio�oet4ft " -"i oma s�ze. N
<br /> .. I
<br /> p , /nCl''eaSBd to S fED.ROAD FEAR SHEET TOTAL
<br /> ' �� Q 4!/ STATE PROJECT NO.
<br /> xO- " 5 /.D. p1pe- � /v DIV. N0. YEAR N0. SHEETS
<br /> j A be increased to some sizod 2 -5 5le"'
<br /> s/ee�►e. Thickness = �/4 " / " 4 // 3/
<br /> " 7 CALIF. IS-SU-906(411965 31 41
<br /> " 4 ♦, ,.. . /8 Thickness= /4
<br /> a - �6
<br /> / til ♦/ — ��� ` .
<br /> N i I a o e .
<br /> 5 /.D. Pipe- A
<br /> 1 1
<br /> ft
<br /> Thickness - 1
<br /> Y
<br /> N
<br /> k-.
<br /> 6
<br /> OW r
<br /> P "Mm �j6" i i t B/end Oreo r
<br /> �•r / -- - --� .--- s...��._
<br /> 1 �
<br /> diO.hole �� ' �
<br /> L-- 4M 01L1Mff06r06VSA" Nb r
<br /> Ilk f
<br /> N Blend area , r
<br /> sleeve. Thickness= 04 . i�ti .o' 6t//s
<br /> 2i " I '
<br /> � t, •; BOO of web on para et114
<br /> ' /� ,,,,• V "/.'D. pipe
<br /> -�� Thici�ness =3//6 • //4 r '°��yIN
<br /> �
<br /> .r. I 1 i j � � j '• _ — i i _ � � moi;,. ,
<br /> J
<br /> .� / ♦ /� /♦
<br /> {�:'�: r ' i + I ,,•' i i � dio.h►o�te D " r " h /s •
<br /> �, I . - - 4 4 1 r
<br /> r - - ..
<br /> ... '._ }
<br /> FRONT VIEW - SECT/ON D D REAR' V/E' Y .rk
<br /> °' Ivi
<br /> s ,V NGL E RA/L POS T - AO
<br /> • Thi kn ss o requt`ed. 1
<br /> t.
<br /> 6r , � Blend into boss Oreo. � e
<br /> Ve/t/CO/ � ��► j Slotted
<br /> INM h)
<br /> ir
<br /> AV
<br /> 42
<br /> %
<br /> 8 i t 1• .. I "'ice.'` •$.
<br /> SECT/ON A-A REAR V/EI'i�'' "
<br /> FRONT V/EW -,.r..._ g *4
<br /> DOUBLERA /L POST41
<br /> .�
<br /> wn E(/ ;/
<br /> All
<br /> 9
<br /> Q` �`� �P P 4% dia. r- •, ,F '
<br /> o a �I SE TION C-C SECT/ON E._-E SHIM DE'T�4/L , k
<br /> �, ,� tip `�'8 p
<br /> 114 0
<br /> 7 I I Notes
<br /> _ At the option of the contractor, materia/ for the roiling shall be ferrous '
<br /> - - SECT/ N G G
<br /> _ l" —�—_ o/uminous. Detoi/s are shown for aluminum pipe roil. y 4
<br /> + , /♦
<br /> AV
<br /> 2 - Steel pipe roil sho// be thick will? 5 I. D. . Roil post
<br /> "'`%s dimensions shall be revised as necessary ;to fit tft steel p1pe.
<br /> 4151 "dio. Drive fit. " .
<br /> 4 + l/4"of - in /e roil ost. All pipe sleeves shall hove a thickness of �4
<br /> !' 5/ "dio. -Sin ✓,e roil
<br /> post,
<br /> ,
<br /> s "
<br /> �116 owe roil post. 2 44 _.
<br /> k . 5�fg dh►. -0�ou ✓e roil post.
<br /> " �,�-- ` � `a 2 For roiling ono horizontal curve of radius less than
<br /> = _ 4 d1° / ; ;n ^ ' �I ° ,pipe roil and sleeves shall be bent to fit the curve.
<br /> / /8 td o. hole �, '�' �o f
<br /> h �' } —� /%8 r A► �� pipe ,sleeve. COUNTY of SAN '
<br /> •910
<br /> m
<br /> / lr. - x q
<br /> x ,, .' �� '� / SHEET OF.
<br /> r 0 / /8� 1 `S�lOtted �.(` 1 / COUNTY ROAD COMMI IONER ;
<br /> IT1 �I 3 J► CIVIL ENGINEER LICENSENO. 7077 "
<br /> - F N F 30 bole /n pipe. Y 1 a
<br /> + r
<br /> STATE Q F L DEPARtMENT OF PNALIC WOit1cS
<br /> a IFORNIA STATE OF CALWORNIA i XS-9•�►''
<br /> w "
<br /> 12/63,
<br /> �j CIYil�1 0�' t+wAYs � ,
<br /> 4 t ! r- - / //6" �4 XG .7�4 ; 5/!Qr DST. ENG., DIST. X i I
<br /> a
<br /> +a ,� '� ' APPROVED Jl�n 1965
<br /> � ry 6f,
<br /> Structural Detail. •� ,� s M OSH ER SLOUGH BRIDGE :
<br /> • 3 Ur
<br /> . . ., Checked B�riPe�S�' ^`�-s" _ � � "
<br /> 2,
<br /> +. SECT/ON F-F _
<br /> ON WEST LANE
<br /> SEC
<br /> TN 8 e
<br /> Roviewed,. _�E ..l, lS' ",`
<br /> and masher
<br /> JII
<br /> •
<br /> '
<br /> W&CCrION
<br /> ..,, RIDGE
<br /> 8
<br /> BARRIEA
<br /> pro $�Qomm�uded RA C P A'� `' "low
<br /> Ft'
<br /> INEf�R ,;
<br /> el
<br /> I DRAWING
<br /> •
<br /> '0y
<br /> "0
<br /> REVISION' OATEsf PREL RY, StAit bN4 > ;
<br /> wo
<br /> i DISR96 RD PRINT$ DISARM EAMILIER R"W" DATES
<br /> }t` # ;
<br />
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