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/� X- SJ - FAS 906 (4)
<br /> Noy Length for payment Length for payment Omit Chamfer for /-6 WEST LANE
<br /> " 9
<br /> „ / �a e%tio/i% edger finish Future end of future elect.
<br /> yPe / Q�n9. E/e►! Q FED.ROAD FISCAL SHEET TOTAL
<br /> ! / / / /' � " � "max. a� y „ pipe railing � roil post DIV. NO. STATE PROJECT N0. YEAR N0. SHEETS
<br /> 2 6 � /-O / O mox. /O O y
<br /> - " / /�Q" /Q, Q"maX. I 7 CALIF. FS-SU-906(4) 19+65 30 41
<br /> l+hvvit d uP it - --I -dw�) -
<br /> decimo y� 216
<br /> 9 ,o IF Electro/ler e/ectrolier p
<br /> Poin� �� „rontif/
<br /> 8 �s sTJ Exp. jt. filler (/80p.s�) I
<br /> and railing base 4 � tot 5 Top of end post para//e/ to
<br /> /' O" 7" 7" /' Q" E/ectrolier
<br /> A-lei / S9notc/re d' Top of end post See notes /!Q// 7// 7" /'Q" Omit chamfer for 1'-6"0 r: %.Z .. anchor bolts. electro/ler
<br /> eio�� and .e 4 n top profi/e grade. i/2 chamfer / C/ and roi/in base 6
<br /> ,eood alc�e;�,0 c para/%/ to %2" chomfer Hand C. Roil electro/ier edger finish. g
<br /> ' g 6 # °i �' Top of concrete (optional)
<br /> co-rzf. _ Sec b profile grade. (optiono/� cop E/ectro/ier anchor bolts./ 4 , Z __ __ I
<br /> 't = r-fi @ 4 2">ot. 3 each
<br /> ,r/ IJPPrr .-/uhf - --, Pull Box *4x5_Q Ctr over per pull - -- 5v
<br /> Q side of pull box.
<br /> _1vle Corn", ", " ' #4 tato/ 4 u// box.
<br /> Tf/� d1ocr ;n #4 ,
<br /> _ _ # Xype �, pull box. , ox. � N ail cap 9 min. @ p
<br /> /ower �yhf corner 4 t-1 9 min. 2 4 5 0 '# C c
<br /> -rr..r d-1 63 Q @ tO 4 q n' ,r„ ,`, / Unl"i r s
<br /> I t
<br /> Nag is i/1 T t/ \ � � I I t �b t � tqT
<br /> � � - — — — — — — - —,eo;/,� P " 2 yp __ ' r -- - -- --- - - - total9 �kdTy — o I 4 • II
<br /> f Type s ,eine Etc✓ �- - - - -- - -- --- - - - - - i 9 4x5 O , Shim Os 9 9
<br /> Tp/ca/ OL" r ,Pail I
<br /> _ I required r T------T ��
<br /> Section L"ryPe / /Ai 2 14& .M 3/4 ra/n : �� I o /
<br /> ' i - --- /
<br /> Changed ¢ ca►f 6 4'�] tot. 5 O 3-O min. 5J e9 See tYP- sec. # „ a „ o-: e. . ;.:I :A* 0. ; e:: . ,
<br /> //
<br /> Ll
<br /> 7 �'
<br /> /0 *5 con fof s 5 @4% " Coto/ 5 # /o" SECT/ON B-B ---- O 4 /8 5 2=6 C�4 2 3 -Q, min.
<br /> 5 tot 9 4 S1
<br /> Toto/ 5 each side Put/ box - Type 2
<br /> 4 total 6 each side of joint. 2- 04 dowels- tot. 4 � p
<br /> J 4, to>. 6 of joint. # /O
<br /> // I 5 WL tot 9
<br /> .�:��E�� Q5. # See 2-#5 x 4-O *5J @4%"tot. 3 each Exp. jt. filler (/80 ps.1.) 2- �5��-- x 4'-O" p
<br /> 8" DE X
<br /> 4 1�j @/ D 2-#5 x 4'-O" B side of Pull box. p See Notes H, C and 2- �`5 x 4''-0"
<br /> -� ti
<br /> sEc rioN D
<br /> O // ,3• �I DETAIL X.
<br /> &Wed "'4 cont.4/5 #5J @ 9 See Typ. Sec. -3
<br /> �/� j .,---Expansion jt.
<br /> � TPS / 9• #5 ( @ 9" see typical section
<br /> a,../e�ed �t s ��'� filler (/80ps/)
<br /> _ _ " sEc ri oN c- c NG EL E VA T/ON
<br /> S on t. ✓TJ / �, SECTION A A 2 TYPES 2a 5 RAILING
<br /> ib"D AIL X' - PE / RA/L/NG EL E VA T/ O N Top of deck��-
<br /> is sir (4 r.J s TYPE
<br /> /NTERMED/ATE JO/NT DECK JOIN - - - - - -- - - - - - -
<br /> ` /'O" 5'--O; except as noted /'O" 5'0"min.
<br /> DETAIL X
<br /> I 8/, 8,/
<br /> Edge of deck Edge of deck-z-,.. /I Q,/ ----- -
<br /> " // Q,/ 8,/ 2/ Q N // O 2'.0
<br /> /0"
<br /> --
<br /> v •
<br /> # ih #4 cont. -
<br /> 4 @18 , , I /on tot. 4 /" chamfer c � el o"
<br /> �/ chamfer 15 �
<br /> l Chamfer a t_t t __ #4 �I /8
<br /> 4 cont. tot. 5 , . ,c 4 con o 5
<br /> �, /�
<br /> �. /o~ .c # // _ +i M oo *5 F- � /8" �� \ - 5 na /8
<br /> 1 5 Cay 9 d• 4 0 2-s " c a' L # cont
<br /> i
<br /> A4 /8 0 N �� #5 n a� 9 0 0�- #5 nam /8 tc'�•� h a� 4 co /8
<br /> • /o C 0 5��C�9 / t � cont. l8 t 2 ,� . r o
<br /> #4 /8CIQ
<br /> lb typ.
<br /> +� _ � / c% �I?� �I � � Const. jt. ;� 4 cont.-tot. 7 � W .� 4 � -- �� � � a ` �
<br /> �. o ' 4" O •� 4' -� •� I ` ° a tin / c 4 d'
<br /> 4' op 4' Const. int o o / r optiono/ � oo O a opo O
<br /> Const. o/nt Jb m E , , o�
<br /> 04 /8 p .c Ed of 4�r C� /8 2 8 �'
<br /> Gutter rode Gutter grade Edge of 28 �, '� �I
<br /> g g _� Gut>er rode deck. o : Const. Perrnissib/e Gutter
<br /> #4x /-2 Qa l8 # 5 Cont. # /, deck. Gutter prods o O 9 # �/ Gutter grade \ join const. joint rode
<br /> / 5 0 9 � ,/ , � 4x1-2 l8 �� g
<br /> 6V2 4 x /-2 /8 ^� 9 ''� # 9
<br /> 5 9 to be /n place before deck 4 x / -2 Qa /8 5
<br /> concrete is placed. Contractor may submit 04 x /' 2" l8'' *4 x /'-2" �
<br /> i r method of placing re similar lb Types / 2 and 5 except as noted. @
<br /> o/fernot/ve detail o P 9 NOTE. Types /A, 2A and 5A o ,
<br /> dowels for approval.
<br /> TYPE / TYPE /A
<br /> TYPE 2 TYPE 2A TYPE 5 TYPE 5A
<br /> Conc. 3.43 cu. ft. //in. ft_ Conc. 4.30 Cu. ft/lin. ft. Conc. 6. /3 cu. ft. /lin. ft. For 5'-O" width Conc. 6. 51 cu. ft. //in. ft.
<br /> Con c. /.39 cu. ft.//in. ft. Conc. 1.39 Cu. ft.//in. ft. a,� /y2% deck
<br /> Reinf. /5.8 lbs. //in. ft. Reinf. /6.6 lbs.//in. ft. Reinf. /8.7 lbs //in. ft. Reinf. 19.5 lbs. /lin. ft
<br /> Reinf. /0. / lbs/lin. ft. Reinf. 9.5 lbs./lin. ft. cross s/ope.
<br /> Structural Detail;
<br /> a Checked By s. � poropet TYPICAL CURB AND RA /L SECTIONS AS B U I LT
<br /> .% Reviewed
<br /> i
<br /> ppr va Roco �on4fd NO
<br /> -- ------
<br /> ' _ N O TES COUNTY OF SAN JOAOUI N DATA
<br /> I- A . Railing shall conform to theoretical horizontal D. Construct 3 deep x /2 wide overflow scupper CUFY
<br /> COUNTY ROAD COMMISSION R r ,
<br /> --- above deck of /ow points /n rode. CIVIL ENGINEER LICENSE N0. 7077 , ' -• '= # `" - _
<br /> t 2 p 9
<br /> o and vert/ca/ a/ignmen _
<br /> E. Dimension will vary with cross slope of deck. STATE OF CALIFORNIA File
<br /> I
<br /> F \ -- _ / %4" x / 'O" bolt with Posts shall be normo/ to roiling.
<br /> � 3/4 x 8 bolt B. 9 / 6 4
<br /> I I STATE OF LIFORNIA HIGHWAY
<br /> IDEPARTMENT OFPUBLICTRANSPORTATION AGENCY
<br /> XS-9-63
<br /> with hex. nut and , hex. nut and washer. F. Whl/s are to be backfilled before roiling is placed.
<br /> ` � � washer. all o% /its to be located at a// DIVISION OF HIGHWAYS
<br /> � (}, �, . wase ( g ) � � (o// g0/v. � C. Curb and wall /o t /n curb and railing to D I . ENG., DIST. x
<br /> deck �o/nts, at piers Or bents and Ot G. C/eC7/OnGL� t0 re/nforc/ng See/ C g APPROVED Ju 1965 MOSH ER SLOUGH BRIDGE
<br /> IT
<br /> t uniform spacing (40 mox. � . be /. Longitudinal reinforcement to stop at a// ON WEST L AN E
<br /> TA/LS /2 min. and
<br /> T ANCHOR BOLT DLA'
<br /> Joint size to � d k /o/its /n railing.
<br /> - RA/L POS increased to match width of actual deck
<br /> W W H As an alternative on open joint moy be used in BARRIER RAILING SHEET
<br /> 0101 -. open/ng. Type / and Type 2 railings. See DETAIL X forplacement
<br /> SHEETOF
<br /> �� / // POST IDGEDRAWING
<br /> E - Scale: /�2 l - O BRIDGE ENGINEER NO MILE NO.
<br /> t
<br /> of /o/n .
<br /> REVISION DATES l PRELIMINARY STAGE ONLY)
<br /> w; Disregard prints bearing earlier revision dates --�
<br /> W.O.
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