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d <br />#4 total 6 <br />04r --- I@top <br />. r <br />JI � <br />III — mi•�m�i.oiim n i i�. <br />Rai/ post onchor bolts <br />o -i Len >h for moent *5 �4a 9 DECK JOINT *4 cont. <br />of o <br />� '�'r - PLAN <br />2 =6" /" /=0" _ l0 =0 "maximum /O , 0 "mox. <br />To of endpost � � ,�?=�, - <br />c c p iroi/ ca I 5 4' @4�2 <br />�ro/lel to p ' ' Tr' <br />file fAWL0 Place normal to roadway profile 4 total 5 each side of joint <br />L r _ <br />as _ shim os required 5 I @ 9 5 I c& 9 2=*5 -� tot. 4 <br />= min <br />--4n total 5 - Ior <br />I <br />Top of deck % r <br />a.�.. v► i I � I 1 I I <br />.q - -�.F� -s o ,o -- o •" oii o •a n ai•.a a •o <br />Place normal to --*4 tot. 6 4 51 /8m�ox.# <br />roadway profile ,� " : • 4 Sj /8 mox. 4 x/-2 /8 49916 <br />END POST 5 x 3 -O /8 5x 5-0 "� 9 DECK JOINT EL EVA r10N <br />- Type 2A 4A 8 5A Railing See note C and ryPE 2 RAILING sHowN <br />C. E/ectrolier <br />2 5_1La-,--x4'0"tot014 - <br />I <br />10� <br />is <br />Pu// box Type -Y <br />/0 6014 <br />/10// 7// 7// //O// /0/0"mox. <br />A) ; E/ectro/ier onchor bolts <br />Omit chamfer of electrolier <br />� d <br />-U m/n. <br />Ij-� � _ lulu/ .7 <br />EL ECTROL IER <br />74 <br />314 "X 8„ bolt <br />with hex. nut and 23 14" 3 " <br />washer (o// go/v.) <br />l 4" x ! = 0"bolt with <br />1 I I <br />hex. nut and woshar� + <br />(ol/ gO/vonized) <br />RAIL POST ANCHOR BOLT DETAIL <br />� Parapet / =0" <br />6 a <br />- - F_ E/ectrolier B <br />_ glj2 onchor bolts <br />min <br />4 re <br />book (a// railings) <br />II - <br />_----- 4"tYp <br />O <br />4 "on low side w4n <br />�--- -�--� o N f <br />upere/ewhig n exceeds .5 Edge of deck <br />—#5 @ 4 total 3 #4 51 /8 max. Same steel as of deck joint. <br />each side ofpull box. INTERMED/ATE JOINT <br />A See note D <br />Edge of deck /' 0" 7" /, O <br />"Chamfer �;��, Deck Joint Detail _ � 0- <br />E/ectro/ier onchor bolts. <br />oFuture end of pipe roiling <br />/,ON 2/O" <br />,119) Type 2A is si:�ni/or to omit / chamfer' <br />o % z d. o, Type 2 except as note <br />� � o for / 6" of i <br />e/ectro/ier i , <br />5, O „p 9 Edger finish. <br />k Ai <br />sW o ; r Some steel as above - — <br />typ o <br />o���.c� <br />opt __� � E Const. joint <br />f°" ;� �h j 5" SkN <br />*5X30 o. <br />4 51 0/8 2yg .- m @/8 ---�' y ; a. • . a a• 9.a v • a� <br />4 x / t 2 "@ /8 mox Gutter grade o , Gutter @rode <br />3 =0 "min. — Pull box Type <br />4 cant k)ta/ 7 --- -- — <br />4 FV18max. TYPE 2 N TYPE 2A <br />Concrete: 3.43 cu ft per lineal foot Concre to : 4.30 cuff per lineal foot <br />Reinforcing: /5.5 /bs per /ineo/ foot Reinforcing : 20.4 lbs. per lineal foot <br />i <br />/'-c <br />5-0" ( except as noted) Type 4A, and 5A roi&vs <br />a <br />c are simi/or to Type 4 <br />*4 cont. Permissible const joint o ` and 5 railings earcept a <br />totals ; , as noted.ZZ <br />4,5 C& y51 <br />5 0/8 �� �`-� O �9 .� <br />5 F__1 4'# /8 o <br />11 A <br />r� Tt 111� VV Le 9 <br />4:( #/8 " <br />*4 x/'2"� /8 2w � o E �'-- 6" Gutter <br />Gutter N rode -- g r <br />4 cant. � /8 * g � 2-// tyo.� O°e <br />(total 3 min.) T YPES 4 49 5 �' " TYPES 4 A 8 5A <br />Concrete: 6. /3 cu. ft. per /inw/ foot For 5-'O"width and Concrete : •6. 5/ cu. ft. per /ineo/ toot <br />Reinforcing: /7.8/bs per/ineo/ foot - / deck cross -slope. ReinforcIng:24.7lbs. per /ineo/ foot <br />lop of wo/kway <br />FUTURE ELECTROLIER <br />/Top of deck <br />G APLI11J/VII joint fi/ier <br />DECK JONT DETAIL <br />Type 2,4 B 5 <br />4 q total 4 <br /># pull box. <br />I <br />9" <br />051 @ 9 <br />SECTION A -A <br />NO TES . <br />A. Clearance to reinforcing steel in curb and roiling to be / " Longitudinal <br />reinforcement to stop of a// Joints. <br />B. Posts shol/ be normal to roiling. <br />C. Curb and roil joints shall be /ocotad at o// deck joints. Joint size( W min ) to <br />match octua/ width of deck opening See deck jo/ni detail for limits of <br />expansion joint filler. <br />D. Open intermediate curb and roil joints sho// be located of of piers, <br />abutments or bents and at uniform spacing. (40 00"maximum) <br />E Dimension will vary with cross slope. <br />F. Construct 3 " deep x /2 'wide overflow scupper 211obove deck of low <br />points in grade. <br />G. Bolls ore to be bockfi//ed before roiling is placed. <br />H. De toi Is for BARRIER RA /L INGS TYPE 4 and TYPE 5 ore s1mllor excep. <br />Type 4 uses o single roil and ,vest with chain link rodIng. <br />See "CHAIN LINK SIDEWALK RAILING TYPE 4 ". <br />Sroh Of California <br />THE RECLAMATION BOARD <br />Mo,p"ON .lL OUGN FLOOD CONT,POL Appal/ccr <br />COUNTY of.SAN ✓0A0U/,4/ <br />W.4n acoo Paso B,e/DGE ewo App-e ,oc&zz ar <br />..S�TOCKTON D/✓E�?T/�t/G L�a�(GCL <br />BARRIER RAILINGS TYPES 2 4 5 <br />AS BUILT PLANS <br />PREPARED: DATE: APPROVED P_r. 6797 <br />r= f <br />Const r . Eng' r. - ,�E. /zzs7 <br />e � !/Olt'/?D .!. !//TCk/COCe, dSST. C�1/EF EA/CLz' � C <br />' SWEE <br />C. ✓0,41AISOAl, ASSOC. ENG,p. We. TL 2- 998 <br />RMSION DATE W1C1hFTI0N By AM'D RECOMMENMM RE.8399 F �• <br />COMP. iK. FIELD iK. C. OF E. FILE SCALE. <br />AW <br />I C . 78 / DES/ON COA/S7Q EN6ii? / <br />I <br />STATE NO.29C-057 <br />