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HomeMy WebLinkAboutTED4001438.2645 ' 0" 5 G Co Cv � 4 �7o4, lap 6' Lyo 2. 46 .Sels - IV Shrr �s /2 "o. e. (/ - 9401, / S402 , e / - S403 irr eoch see) G y 4 -R 704• lop / -R40/ Sfirru 4'� deck drori'r 4'i� d¢ck dim Typ .Urolrr Chancre/ prDfMe. p ; Rya/ / 13"� fYex. chann�I �- /-740/ Sr`irrup 3 F. C.Or4 4 Deck Dr 3 F. C. Oroirr. Dec�l�ira//7 .� / ,/ I) / "7x ?o o /2 70/ \ �z z V 25, 53 � I I �I — ,- - ---- -- ---- -- - -- ---- -- -- ,op of oncrefe /©W R _7 At �r ---- R9a/ a7x2219"' -R901 — R 703 3 3 6 6-9 4 Co 9 3-6 G-9 3-6 6!9 31�_16/, 3„ ---- - - - -- - - - - - - \- - --- - - -- - - ---- ---- ----- - - - - - -------- - -- -1 I --- --- � I Q) 8 Typrco/ I I � 15 Tie sels.5paced ' ,all columns STA (S' ✓-13) I I as5hown r/r ea. Column 29. 36 (I /5 230/ 15•k'30 41 o III l� I 30 h'3�J2 rzv column. ,o 2W1001e3-R1002E.f i � Profile I / "diorn. Srvedge bolt /B"Iong hex. hod nut Ieve/ing n ul e hasher. - A 30 y W 36 flange &shim l 601/e0'10 so% 144 Q©c%er Erg .ram/a /es(�pinf/e. ear%n9 plates Jvrn and Aorarrc4 > "6edb079 grouf,bod o/ non-.shrrnk vinoo.lmla//rc type. Leve/lrnq Lock nul to ,set boormey p/o/e. oroal sleeve /or bolt. ANCHOR BOLT DETAILS O If 51 /a 28 4 2 Z I 2x /2 So% x/ D Long I 8 is6r/� holes cs holm. Fide. 7c/prco/ CO al/ suP,0or/s 8 - W� Cs% by/16- 9 sole /.0 ccv�r,Qc�on . W 3 0o x /6 0 boll k/ ,6rn �'hru ' Shirr/ /o ,sole II Sh l 11 /or shun si.Ze, M x /! Jhrrrr It E varies Aole a/ con /er \ 2%2�134 " A x /2 sV ro /ler ,!I/a/e L77 -1�c K//28"� welded prof/� f>rojecl•%�9 rr bearing p/o%s /s "X 2' g /%Ony groul pad. TRANSVERSE SECTION 5�brg. I �.6r9. y /miner 72" 71:3 -- --3u 5"h1rn /,� See.S7/1 /2 Sole WI-0'� ho%P k/3 6 � � 1i 24 "�s Prnfle we/ored 2QF80/ 22F802 . 2-.Pf80/e -2, 6, /-- lorofile Elev 78G / r/ RCxker v It /e8 3 7 2- /I-x 4 /o /�f�02eocrr� _ G - -- p /- Wlernale acrosr rib Top of Povemcn/ --- -- - 22 thorn. ho1e 1,or 2¢ Shaped /2x /2 Rock¢r /21 -- --------- ------------ - - - Top o footing rib Zoo ' O • !I aik ,O�iv`/e rnXeo' br ___� 'f 2,�z,�11,64 1hk . I7/9 v . , -- - - 2, p „ 017 O, ea.,race — /-RT /Peaface lap w/Pc6o7-- U/74exbo h ' Cter Iles. RF 706 ca. face - - aye x 7� " /2"0.r kF / O5 eaioce iop wl e o8 .E/ev Top of Pod 3 �¢2 rr - gr`no sh g o t k r of ° 2-r'SX2o'o¢2-zx3o'o ,4i,� x3o'��2-�x2G'O Q//` /pt� �fher�rrd SOLE PLATE PLAN C CROSS SECTION _( �n rmii� FIXED BEARING DETAILS 4 � See footing p/on. RFIG01(p6'o e. Scale : - /k" - 1 Orr 6 � � y ----- - �----_R__7t7/ each _end, fop. PIERS 3 a 5 ELEVATION I �, I 3"1or19x`I'Orlc3M. _ n y 4 0Sch 40 H. D.6 StI pipe dick 6 I R 702 yx 20--'0 ;' R i02 . expansion section '` d�orrt os OCCurf / /t ;i 2 --A i�_ - - --- /V �'O/ each epd /� . S" - _ \ I =- } - Channel de fh varies .torn r, _5 -clear _ _- R 702 "7x 2O R7o2. 'a 4fi - 0 _ - - _ _ T� F- - --- - -- - -- ---- - ----- --- - ;_ _ IrrM1i7 /o 'd'inox @ dscharge. 1--- �- ---- - r ` - ---- , See detail GZ left. ------ ----- - - - - - --- - ---- =- - - - -- -- - 4 40 Schell40. H.D. Oaly. S4®3 '� --- ra � / �� 3 f/exlb/e dro�n /roe i4'- 4" N z s. / 2'- 8_ N Ts. I4 4 n! r r. 6 Steel r e drains mro rer I eoch per set �9 % y from charm e/ /o G'V H406.. -t - - -- - - p l' p 540 / 2 ac --- - -- r /� / /, / r / rr r rr / r/ r r� a _ r u = r „ r - ri , u - , a_ -4 2s 2 /0 _ c _ cap from deck drains. O 540.2-9roac. G / � �,gch 90 dr4ir71nerce�for two 1, 4 4 5 aces e 2 ¢ 9 2 5,pe2 lc .5-�i �{ 5pvices c -4 9 - --- _4--5 ces� 2 4-----�'--4 - -- , �8- p ° +_.-. -- + ,°° t �eoms ¢ e4rings t % l/eao(mg /o o'owsboul) i --- - e Nigh point of S h In/ercepfor. / 6 �S Vert °ws bd f �' �` -- • •41, OJ 0 OJd 2" ¢ dischorgin 7o rr rains. - r each end, /ap. I o�fi 3 Arx22 9"eyo3 -- A-ole of fhe ' I ! cqp droirr chonn¢/ l �� O // - 9 5 4 es 11/ 2�' = /©I,�rr 1-'8" //2 /-8"i 5 ce �� �2�'= /O -6 r /�e' 'I��'I -8 Sp ce /'2r / r ' 'r o{ / l8"di4m. holes rn boih hearrrr ��r/i _ __. s - p r ,/ yc/ r any shvr'7 j8��plale.s for 14"; ,Anchc>rsg. 1,� 3x18 Tivin beorl.,?q p/olesx 2-/0 long (/7Xorlal) /6--48170%s@ CAP REINFORCING SECTION 5 CAP DRAINAGE DETAIL 6 14 "% $ 15"' o.0 as shown /ar !o -/'0 Arch &//s: 60. 46;r-y elb ham 2 - - --- --- - _ _ --- ----- -- - - --_ _ ---- --w- rvelded r"041Mr e-v x11 24 `V 101nf/e ceraferred i1-7 eo..5'ee Sh/. 7 for vefcrrl 6 3/ co Column.; above r n BEARING PLATE PLAN 2 ----- fi-- - - - - - - ----- -- - -- _ 4 - "8 See E/e✓ Rocker Plates Are Shown On Bearing Plates it2`yet (3) RF' YC ! ,(2) RF 7 04 r % (3) RF -7Ol -- - (2 2F rt34 See E/e ✓ (3,1)?F 7 0 2 --�- ��\ r 3 z-- -70 2 00' o' Zt - <2) Rr 70.3 � � �% 1`2 20-'0/ (2) 'el-- 10-3 � � � 1' 43- 2F 642 cz, /'d'ac. Eofoce 7 l Ia aimI� IN -------------- 5- RF1001 hurls. ear{ace Co. co/ ei�570 fat ) Typical 3 EFIIo/ a'w/r. ¢cr 'face ea. col. (J-10 lala/) I ' r a 43 s of Cap. \,Z R/001 Corners Erg lace `3 R 100 2 /nlerior __- 3 - RIC f side Lg''I aO 1 fyp _- 72-RF 60/ e &'vc% -- --- -- Conf 93027 R3 03 "� - -- ---- - ♦ o - --- --- � - - �� - - -- S¢e fooiiri-9 plan _ COLUMN SECTION 8 j/2 \ 2 or Vert c91m �� Column ties are specified in"sdson elevation l - 6 4 Co I Cv /6 above. Each sel shall be comprised of 4 r r o an Q ,bo e c of 3 1 cJ 303 � en each �' on w y- 6 d o of R3d2 W/red togelher rn the paHer.?a01 al the° it6lriy 1978 "crnq indico/a�. 4 -/ �O +�Qs nofc�d J•S•i3 FOOTING REINFORCING PLAN rS"i FOOTING SECTION 7 ✓��'E >Cb:SCANNED Or' 2 7 2006 32 - "4x TKO (918"oc.Top. Con/, see 3 u o ---- -� ----- - 60/evafn roClear - ,i - •i` i� I�1► I :!