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11 <br />Al 11 All '' I II III. JI I@ 11-1. <br />a <br />Hk. l NO. <br />*VY <br />,.s- It Rail <br />Vent <br />Afe 19 A <br />:% V <br />6 It <br />t <br />f.. bent <br />i <br />x <br />r 164, <br />a <br />go! <br />W a. � Wo <br />W166-1 <br />C of post k2 Sleeve formed of 2, bent, <br />/01 <br />t welded, and ground smooth for <br />11001 <br />4 a sliding fit inside of rail 0 <br />Tub Oil <br />V <br />11 <br />IL j6 NO TES <br />2 x -W6 i 176 <br />_rY4 I Bolus for Boil 'posts shall be vertical. <br />t <br />• Space posts to clear expansion joints by <br />Tube Post 4v 5,V x -he 9 Iff minimum to I of post <br />SEC TION F-F <br />Rail joints near expansion joints in the <br />dock shall be increased to the some sird. <br />Scale: J 0 01 with corresponding increase in length <br />of s/dev*s. <br />5 L-i 6.7 Roiling on bridge wingwalls to be placed <br />411 1-2 1_. after wolls are backfilled. <br />k4 RO// /0 he salvqqed 11--oln ex/_F/in.9 hrlo'ge and <br />'Dro V/.Y/0/2,5 Abr <br />%YI,6 bent to fit <br />Top I- of - concretei <br />side channel <br />Grout Pad <br />ir`-- FE, of 4" x5 k2'vx Tube Post <br />SECT/ON E - E <br />Scale: <br />6 <br />ko A'Expa-,sion joint 4""Exponsion joint -R. max. <br />k4" Exponsionjoint F <br />Level e sloe ve - <br />x *'x grind 4 We Tube Rail <br />Z 6 't Sleeve D 1-' x & <br />• <br />- ------------------------ --------------------- <br />edges to Radius. Tube Rail Rod. <br />4� <br />Too <br />1 "1 __Adpop <br />od _1I <br />2 ox• Z76 <br />7 V <br />TT Tube Post V <br />-- i i i / �- - j/ i tv - : !12 <br />F <br />4 5� xis <br />Tube Postc ,� i j <br />"round cornered square q I <br />4 "x 6 O'x It 101 4AF 5" :4 m h <br />4 5' 14 1 baluster bons or 1"squore "Its <br />SEC rION A - A <br />.& L <br />A� /0'- 4 $k""mox. /0'- 0"Mox. <br />EE .4 JID^ # , - - - — — __ — __ - __ - - f <br />No. 16gouge tubulor sections.,. y ; , i <br />8 oil 1 5 6.7 <br />2 <br />E I I - <br />5 6.7 <br />washer <br />0 x 14 <br />'niM.,grout pad <br />M A C C <br />110 of 1 I'-9v rotal 4 C 7: :Z= 7 —_ <br />0 0 Jam nut 8 washer qz�'N� - <br />CZ x / �-o rot. 2 <br />II-40"r^ A f i f .1-ft <br />L <br />x 8 'V, rot. 2 <br />U 80/t EL E VA 770N <br />DOUBLE END Po s r <br />Af I- ff z <br />8 8 R 91f:x j&,Vx 7" with,33f 3 <br />4 4 <br />---j 6-1!.f did. twles- 4'V <br />. <br />f Rail <br />h- <br />5-1,kz"did. holes <br />Rod I'-7"f <br />I V1 � 314 SEC r/OAt C - C <br />SECrION B-8 <br />V <br />'V <br />U Bolts with -7 rac* weld <br />3 4 ""threads <br />D� U 80/ts, tot. 2 JE!7 <br />IN rERMEDIA rE POS r SECrION D-D - <br />SkIft Of Callifamic <br />THE RECLAMATION BOARD <br />MoplVoAl jZ041GAI rZOOP COAITeOL PPOJCCT <br />COUNTY ar JAA1 a04QUIAl <br />k14 TCjPL 00 POAD BRIDGE j&D APPeo4cvrs jr <br />J'I'TO.V D1V4fe-r.'A0I CAIV4L <br />STEEL RAILING J <br />n= <br />AS BUILT PLANS <br />PREPARED: DATE'. APPROVED: P1. 679 7 <br />Constr. Eng'r, RE IZZ37 7flavvA0X VZrdVCXe, 4157 CIVIIII ZAII If <br />SHIM <br />7,/ clfJ'V�fo'v' Assoc. 'CIV&R. W. R. TL 2-998 <br />REVISION DATE DESCRIPTION my A"'D RECOMMENDED: AV JE. 8.399 <br />OF <br />COMP. RI(. MILD OK. C. Of E. MIE SCALE MAP 17 <br />C, . -ro a <br />STATE NO. 29C-057 <br />