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I f or fit ure Oro er- i I - T } l VB r ___ ---------- __ 2/a 12/2 /4 r� cut o sn fit rl / is - 2 Max. -'Max. p/ ced Al, his tract I- - ' bolt urr t ead - for ectro/i r an or b is 8 /ightin rein rcem t , s e " L ig ling einfor ment " sht. ,.._..�,,. r it Rd i / t = Mortar 40 ¢ I = r pipe I 4 1s I =` / Vellt 1 -- i —- 4 x 0'-,9 '' 7-0 t. 4 2LJ2.57 1 I Po cke� 6 40ng . IN TERNE'DIA rt� Polls ` T�OCK 'r �' it Rai/ x I L 2/a 2/2 'cut to snug fit r- Morh?r I ioW2 4 Q /=/' 3 L.J 4.1 -_ 1 _ 1 � I i I a♦ ; ; d�------ ' 2 2 COUNTY ROUTE POST"MIt,ES- TOTAL. PRO, ECT •"�_ fors♦ I • OIST / II I E 8X3/4 X 0 =l0' R 8X3/4X0.8 2%2" 2Y20- � with /%8" dia. holes 'Arith /�'dia. holes! ' 111707, Eft-LOU _SSBS I SATE AIVR0�10 3116 - �_ _ • _ / - - `V,I - -�r - - ` S�A�( IiSNMA [C� R[G� T f Ck3;h([R- LK['-SE SQ[S ,- "Radius �y� / "Radius rube post � ._.....% s/ I, Vert t �. 2 /?„Pipe 4/2x5 xis Roil 8 -t Rai/ E No Pos r R /N rERMEol A rE Pos r IL J/4 " U bolts ; 3 "thread '/ Post base Cut washer Jam nut 8 Cut washer - - / thtt/ar pod *4x0'/O`lot. 4 ��=rt*-_1 �#6 U 8o/t rack weld Pocket �4 x 0'•9 "Tot. 4 t� 8" /ono -�'�� 6 %21, SECTION F•F END Posr PocKE r ANCHORAGE DE TA /L -- � "t Post A L TERNA T/ VE R NO rE : Alternative ' may be used if depth of concrete /s /0 "or greater, unless noted otherwise on the plans. RAIL'/NGICL DEfA /L D ` 5 // _.r r t__ sc� /R /% / • �. Sleeve formed of /0 gage 2 bent / 8- 0 "maX. welded, and ground smooth for sliding. .. _ 3 l4' 2 12 " ste, pips // Length for payment ' fit inside of roil. ' Post V ° % Expansion Joint ' A �' �` E /0 gage ft ben t to 8 r� 118 Grind a// edges 3 r fitgi side i e 2 %a Std. Pipe - 2 Li 2. 57 /8 min. radius I __� /s pipe ,.. ___-___-__ ___ ._______-__ _s • _ _..�-___ -_ _____________ �`-�-�--------- --_- /2 .^/d. pipe baluster 4� /II holeVent hole 2LJ 2.57-� $ /6 V /-/0 ,E- S&"C r/ON & • �' 2 2 % /2 „ Pipe a A L TERAl A r/ VE s ` V/ " S/d. pipe baluster rF__�J%4" z �� 3 U 4. / 6�4 5 5 -i 4 5 �' max. max. max. 3 rube ost " /8 V /6 V 1 2 gage I bent to p s %a Std. Pipe ,�-.. /0 9 q 5x4/2 X /a i I � � baluster fit inside channel �.� „� o SEC r/ON D • D i M a V LJ 4/ L - - - - - - - - !_L----C--- y» . - � - _ .- r .� .. ,._ss--:r__ - .•�- �� `.--- ►� �r��r 1/0 bent toTo f concrete gage f� �o . p ° _ '116 v 316 V fit inside channel , A Sfi'Cr/ON A •A rND POSr EL E VA T/0N /N reRmeD/A re Posr NOTES. flail posts shall be vertical. Scale : I %,e' 1=0" Space posts to clear exponsrvn joints by 9 min. to t of post . - Roil ; oints at expansion joints in the dock shall provide same allowance, for movement with corresponding increase in length of sleeve. 3'- 6" RAIL ING - Intermediate posts to be Railing ,on bridge wingwa//s to be placed after walls are backfi//ed. 2 61d pipe. CUR VED A L /GtiuEN r 50'Radius or greater s 8'rnox. post spacing with straight panels. 30' - 50' Radius 8'max. post spacing with.- curved panels. ' 30'-- 50' Radius 6'max. post spacing with straight panels. Less thou 30' 6' max. post spacing with curved panels. 3 /- 6�� Railing � approx. 2/ lbs. per lineal foot. - 6 Roiling v approx. 28 lbs. per 1/Heal foot <>1 11 / 68 • Add: Length for poy'mt Rev. TiVe t PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE rn• rdvtQ, . 6 COUNTY OF' SAN JOAQU I N "Std. pipe baluster r I 3 U 4./ ----------- � o SEC rION 8-8 � /0 gage SEC r/ON C • C wo SCALE: AS NOSED ou 0 O�rAN5�0ow" 11168 ausIrvE CEPARTM o vu8uc w xiGENCY 01Y11 N 0I NKNWAYS - PIPE RAILING �N4 t � S ORAWNG seer 0 OISA(GARO PAINTS MARINO (AAU(4 A(VIS104 OATS aw PROJECT MACKVIL.LE ROAD --PIP E-- RAILING BRIDGE No.I680 13 14 STATE NO. 29C-061 '