Loading...
HomeMy WebLinkAboutTED4001782.10• p v a m O. � 1 r B53 � 2 - fir`/ Top T � c o a v Ls55) 5-- # // Bott. Tie Each End of Lop __ Sp/ice w/tH Wire (Typ.) 31- 2" (Stage z 25'- 9rr (Stage I � Concrete, Class 'AXL S' 34'- Orr Constivollon c/oint B25 9-4// Top 2 rr Roughened Sur/o' oe (Top Layer) /nrifh Shear ke s . 826 2- # / / Too See Defoi / 20 f --- -- --- 20 - - - __ Top [.aver 827 �- # Top A /5 l5 825 9- #// Tap Deck Reir�forcerner�t - . . T� a ---- �9 �s Zri A/5 jrr �Ty cra1) B Top Meeh oniao/ Sp/ic►e ,Stogyered �27 8210 r' # g-#�/l Top 2-A.-// To rr r_/ri 2r-0"(Mrr�.) rr 4 (Top E..ayer) (Top L.o yer) RO0917ened I v n 8 2 �_ 3 /2 C'O/UM12 --_ Z - // Top Construction TOP REINFORCING SHOWN �28 (aott. L ocyar) ulolnt i PLAN I Sca/e: 301- 8" (Stp e 1I) .3 /"'Sta e III) 25'-.3Sfa-_e 2-) -- Concrete C/oss AXLS ' 12'- (� rr 34' - 0rr ,Gott . \ BOTTOM REINFORCING SHOWN T--Tie Bor See Defoi/ / 9/0 r�u �0 �� - Z/ Srooces tQ 4i /- Column • �'� • SON C24 `30'1Diometer W20 4' 6" r" � Sprr�/ � 3 Pitch /Z'- 0'' #g Tie (8 Legs per Set) COLUMN SECTION SCO/e: %'i = /'- 01i 7'ceO — 4e® — 1701 SUPERIOR REPROGRAPHICS /i 60 t-L.FiIN Sca/e: r/4"=/�- Oar 7(b - # /l C// @ pier 5 76 - * // C12 @ prer 8 L C- Pler ;72,j� 30" Diameter W20 Spiral @ .3'I Pitch C/5� Tie Se�C� Sp/ice 3 = 0ri \ nn le.l. C. wer. •, I.[, rae.11 .. I—)., .,A Gario• a. ra a.,, I.K. Systems Architects Engineers k,A Incorporated, P.S. `=ecttfe Austin R t7m C 0 2-#//,Bot Z-; ! Bo t. -f- Pier ? #5 Toro Deck, Rein foreement R2 " Fi//et (Typo 4/) Roughened Corsfrvcfior? doinf URS C MPA'Nym Consulting Engineers and Analysts •• REGION NO. STATE I FEDERAL AID PROJECT No. SHEET NO. 10 WASH. EPM--1288 (2) i-4�J5-3t�35) Prer 83 W 106 'I rr Min, • Emf edrr�ent 4rrC/r; `I I I �N SECTION Sca/e: //2„=/'-O„ / 12' Mrn . Embed/rlel7/ — 828 'e-#/ l Top Face (A/ ternote.) (Each opposite- Top 9q 9'5 7-#//dD//ri (Alternate, (Each Opposite face) 07 15 SECTION '3 WAAl �� PR �2�' �Sy',�c J'�� of W.gs,��h'q B 15 Soo/e: //2"= /'-O" :' �a 2 Q ss/ANAL I T Y 0 F R E NT 0 N 110�� 2 0 2 4 6 8 10 DEPARTMENT OF PUBLIC WORKS 4 scale feet - - - S.Vr'. GRADY WAY BRIDGE 1/2" II d' ® ` 0 ° 2 3 4 1 REPLACEMENT scale feet PIER 5 R t PLANS AND SECTIONS DESIGNED PV DATE 4 - 82 FILE NO. DRAWN SHE n n)m _.. SCALE AS SHC��, FIELD BOO. .S �.,."`. CHECKED PP 6.� REVISION BY APPR. DATE APPROVED SHEET I5 OF_3 _ DIRECTOR71 -ANNED MAR 4r% OF PUBLIC WORKS