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HomeMy WebLinkAboutTED4001438.27;i Q �- -- 8 ' O L11 4 ON 1 5" 4 6 - "CpX /9'- 4" Lq . ,5poced Top d 1301¢om. (167,0101) �J �I � e o 0 roQ �I� o ,gf'6oI 1 Q Q I ArGo3 2 11 1u 0 d \v �� NI Q, O Foofi �g sym. Axis beor1n M 02'05'32"E C ° Top d FJoftom 06 Total) v �p o o �I C °0 ra 6�- O 1�51, 4, o/, 4 - Aol - 36 - Af 6 05 0 /Gojc. fr-onf face /w r. - ,o N. i wax o, 1 oI o, 45- A 90/ /2"aic. Reor /' cc do/,,l 52- Air 5"o/--a /Zoc- TOP I 'Gx2o' AFGD3 A�'6o1 I� I 521 0 NORTH ABUTMENT FOOTING ABUTMENT 5 2' -r O-" 6 4, 2z FOOTING I 0 Q 3 Q \o ! o III I b1 ° III >o ill z O Qb 6 Tuv_ 4-'*7 Conti; 3'_ OCoiurnn Varies on eoch side of column. 5/'max of Wesl face � �-- this side . / "min o f ,�osf focc� Phis sia'E . i 2! "c/r. 45 P 4 O/ O /2 "o.c. Top of barn/er rib (40,ymde slml) 1 . 45 P 4 0 2" c l 2 "o C . Ooff. barrier r/h . (4o grade sleer 44 - P GO/ &/21'ac. Eos/end.4lo-P602� /2'o.c. k/esl end. '70 bons lot. rld/vsf /op % m01171010 lop cleoral2cL,. .I �X = To of /'overnent-. 8.37' E/ev G4! end, y r 78C' ffev 'E. end. i fy ° with Civil drawrr7gr of SV43rd St lmprovement. 36" f/arAs // tnax_ Wend 7"m/n f. end. - + _ "a c. Ea. /0Ce See elevallon 90 - i F CO2 dowels c� /21o.c.(hall-ea face,l I/ 32 - 'V 4 x T'- O'/ GO /6 //o, c . -- - - -- - -AD 9 // SECTION THROUGH JERSEY 9ca fe : 1,0- I1- 011 4 -- N5 Conf Tot See fvIo. elev. y2 F'F & 0/ @ 8'a. c, bottom. a4 Tionsverse rzinforcinq.in '✓¢rsey barrier' shall be soeplied os 7yva /y 1 / � �/ i bars. O ufs,*ondinq l¢�s shall be fi2lo' -___ _ bent to conform to sAape . cleum,7ms. Aloliz : 6rdde 4o -51m / yie% most 12ol excel i IER PIER �4 Notes: I. Abutment and Wing Wall footing slabs may be Class "B" or Class I'AX concrete at contractors option. 2. Ali other concrete shall be Class "AXunless noted. (3 4 2 / /0 9211 7 2 " 7�2 ° 9l2 " Dctlom /� to be straightened and - pressed fo f/ofness as re d. rifler 321 ' 0" - " /'-! a /i .32 welding r©lier pole (with ,pmlle) . t---- +_ +- - � �-- In/a}e thickness used fo rp�rde I` 3x/18 x 2-/C�/on 2-l�S 2x/!2 xll=0'%►r� ! p 9 '' - - r indier�led dimension of/er A � � � finish✓rrg - -- IF i _ finish cif/er ive/ding. — -- -- -. - PLATE END. VIEW holes �„G// BEARING BASE PLATE PLAN___( A / Fin /sue OA✓cySz - - N Vill - _ a -c Weld Pirtle PINTLE: DET� BEARING ASSEMBLY SECTION,B A10 s6-0/e PIER BEARING ASSEMBLY DETAILS (51 units re d) ! 44'1 7 i �i'14 y 1976 P/an4��/�0"�osnaf¢d -5 - CE J.S.r3 .t� J 1963.300 /. 20 -0/ 3 z 7 7 I�V,2 I AV