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HomeMy WebLinkAboutTED4001782.9LR Line at C, Pier El. 'G' at ( Pier - n Column /3'- O" p G spaces 2 a. 8 S,eaces � I El. Vat (Z Prer E/ 'E' at Top of )cootiny 0F/O 4 - # //P ¢" �-�- At Edge t=10 7 - # // C& 6 Be twee,? R// eo 8- ;# // g, /D "Alf. 4 5,00ce 5 C@ - 24 - C> /2" Bundled - i -- - C'ohstruCtion ✓oirrt E/. ;�1' of � Pre1' /_' p d j Top of firs/ Pour N\ yle c hR'hica/ ,Sp/ice I � I ffovghc� ,S'Ur�pc2 w11h J'tieAr Aeys - 3ee delall / Zo 0--w5 n � 17) Column Relnlorcement .i4me cis C-01amn - Pgge / i FAe 33 - # 6 g 9" F/7 # 5 C& /2" — • • I HQir/oma �22 "d/Q-) r T d// Corners and �eri�nete� I Z r 0 r, 2, o �s3'-/ "Lltoge III) Low k 00n01'ete 010,36 AXLS' 2- 5'- 7" (5zo,3e I) Co lumn 3*1- of/ 43r- 0 /1 ELEVATIONS AT X-BEAM AND FOOTINGS ELEVATIONS LOCATION — A B C D -Pier 4 5(o.7&--56.25 56.08 4e.41Z Pier L3 (0/.02 I 100.5/ (00.34 52.Ca7 SUPERIOR REPROGRAPHICS rLrWo U*Q ;0jjq 7B + C 7 T@ lr�, 9 ELEVATION A 14 E F 1750 i 0- 9V I 16.00 1 53 . /7 G 48 171Z 63. /7 I B 3P4Ces @ �o" to Spaces !d Spares 8 S,dQ�es 2,�pq 24 '- O" A/ote .' Adjust 5Pocin9 of Too Bors in Footings to avoid /nter/erenoe wifh I/ertieo/ ,Boas in Co/uinns . Systems Architects Engineers �O incorporated, P. S. l Seattle Austin Pier E/. 'D'at C& Pier El. D'at 1 52 - At /O C 9 @ Prer 4 l5z -"q /0 � 10 @Pier E/. 'F' at lop of Footing ZD FiB �5 �/Zri URS C MPANY Consulting Engineers and Analysts Seattle, Washingtor Pier I NO. STATEFEflERAL AID PROJECT NO. SHEET NO. 10 WASH. a R H - i 2ii8 ; 2 '} I-4os-3 C(o35) E/. f1 ' vi q Pi er Q. 's 9 106 Su�oerstrve�vre Substrvc�`ur� r 5, is @Pier 4 S'efs @Pier 9 WORKS MAK 1 R�11111-10 Edge 6erween Pile-5 O.r G. R'A'�1 a o C Nqs WASy/� t�F QE viASHiry a o� y C') SIDE ELEVATION 14 1STEFcisz 14 5co%ss / ���.� �sla�a C�'dr� �olva� � CI T Y OF REN"i"'ON DEPARTMENT OF PUBLIC r 8 3 W