Loading...
HomeMy WebLinkAboutTED4001792.40Ll 2 9' 29 �E�c}/•.� Guoe•L7 MM/L ezw_- $r9E'C/G%G �'II r>r / etc sro 7 �T 411, IN 7�// • :.. � , • * -- - - -- _" - • cSF_E ✓Q/.V7 .T3f7/1/L ''' i� � /�� � �; -- --- - - r . __-___--- o f �I/� i G-X/S7 Cc�/t/C. 1�.4!/�.vlGFic/T -- - - -- - \ ^ 01 % 11�1 Z' �csF C6c/C. CY B' .+'/ 4 " o.'✓c. �.�-Er��v7' &X,41 o,�.�07..sue s� GIs I 5111cse. .. STA IO t 00 TO STA 20 + 00 c� STA 37 t 42 RT TO STA 50 + 58.5 RT STA 37 + 42 LT TO STA 51 + 85.0 LT a Ste, r 77T -4, 1 — !if/ 9 cC3i., � Tyi'? O/Y �T,•s/..S.lv�c�) .1•! . - . , . ��d/' 0% -- 7 Y.G'IF - rSF.� max. co.✓c...'xal — I f 3 AS�Si/ Grp t /Cel 1S _� / % Z ' A 51-NW ClB o 'A%Sy.L. Glu/C. A7Z3 / i Q�CC SuCF STA 20+ 00 TO STA 25 +00.svef 7' 2z' 1 \ EX.CST//t/G . �7/✓C" ��IYEMENT y ---- SE.E >�,c/T •C�/L S229. 4 "/c. �ir�Fs►.ot� Sa ; STA 25+ 00 TO STA 29 + 00 29� 33� R. �---- �X• �1'r-..�GYi�c�' ' — �"X/...5�//f/6 CONC. P-q,�/EME�.: T STA 29+62.3 RT TO STA 34+50 RT STA 29 + 62.3 LT TO STA 33 + 70 •LT 49 Ss,(D[rtOEn�. _sl s�i Qi ^'Ill � �- CX/ST/Nco CC7r�/C ,oA[/�i(4G�.JVT I sl-C--Jr'�/� :i ' �--• �"X/,STi.�G f�,S.%� 5"//O!/LOG-',� STA 3 4 + 50 LT TO STA 374 42 LT so , a 0 DETAIL "A " ^/TS. E STA 51 + 01.5 R T TO STA 51 + 80.1 RT r. 5/8" a 1 1/2' Ms head boot-� pall **short under ball hood end nut iaoa dolmll-�. and he■ nut � /// Iz• I'-4• \ Ancrwr p1*t� �-'Tpmrgl Dove. o iwe note q 1 iJ 2" I I/2" ($a* got 1, 8 Gago Ra+I wethe+ UM (01641 Mtn. doro.tl 3E%r 3/8" IShate8eor+rp ptore (see *elo+l Al N 2 3/8" how SSid RAIL WASHER n, —1' «rt e 2" 1.0. pee slow — qau & :oncrere o y $so not* 2 e _T J welded wire fabric 1 6" 3" qp. 2'-0" eta 3' tea 2'-0" dial. NOTES SECTION A - A TYPE 1 ANCHOR 1. Anchor plate may be constructed from 1J4• plates welded to equal strength and same dimensions as shown on plans. 2. Hait-inch thick Styrofoam shall be tacked to the 6" . •" treated— four sides of the timber llmb.r easta p post section embedded in \ concrete, to facilitate past replacement. A \-ror—al 0*09n 0 3. Ali steel items shoji be galvanized in accordance lsee oats al with ASTM designations A 153 and A 123. 4 For terminal section derails sae Slid Plan C-7 4nener table (sea details) 5. It "sided, %oil plate and steel tube shall be without plate connection holes. 1 6. Eight 5/8" s 1 1/2' machine boits with hse nut ` and washer. Place washer on face side of roil• lento sell blots 11/8" fter�Q � R I Cee10• \� to'S d ! O ►V4 OII 21/4"41/4"41/4'• 0; O 0 i I woo • I , I � I of "'--0461en 0 Terminal TOP VIEW 34DE VIEW IBEAM GUARDRAIL ANCHOR TYPE I 6'-0' -- _ 31011" CHAMFER 1/2"CHAMFER MATCH EXIST. WIRE ROPE SAWCUT CURB HEGHT 1�2"CL, d0AR LOOP h EXIST. 3IOEWALK WIRE ROPE _ -- - I �6 8AR LOOP SEE STD. QXIST CtJRA 2-�S FlARS PLAN C-B _L_ !� ■ i_ 'Nr- SIG DRILLED CURB H£i6sHT APPROX 15" wC'fr'C SIDEWALK✓ INTO t:XIST. CURB -I I '� - "� - •�--- 2 -0" -� 2 T/2"a m EPDXY IN PLACE 9fq':CL• j _- _may_ T J �� ------ CL O LM °x1ST 10"I ►B" -- -M 2.77 ! TAPER (�" L- EXIST 4 /2"CL. * p2" MATCH PRECAST CONC. :� CURB au MIN. 5 BAR EDGE OF 91DEWAL►� -2- 5 BARS 2' SBARS WI TYPE 2 BARRIER PAVE MENT DRILL INTO N 6`-0" EXIST CURB 2"R, BEVEL OR I ROUND EDGE 408 ®2''O" �-,j i3/4" MAX % PIN" DRIVE BAR INTO -THE GROUND I TYPi a, CONCRETE BARRIER TYPE 2 r �_ � t SEi4L.Q.di 4S71-7 .0-:WD!o 9u EX-c�,uc �vy'> /vccc•✓c."EX co/i/c 6'i! T e - ' .' E.+ CavC vgr'T 9.V6Ac/ Go�/C .r � .c &-*a x To MA>CN �•Gl _T.?//c e-Al 6Z:+9E T! 1-'7.0>1-1/ B077-or7 C> f ar/S7 =VV ✓'7 EXPANSION JOINT ( Between old & new construction) •fi/LeV.v/, ° . CONTRACTION CONTROL JOINT �i NO, II ., CITY OF RENTON I EXPANSION JOINT DEPARTMENT OF PUBLIC WORKS ( New construction) SW SUNSET BLVD IMPROVEMENTS DETAILS DESIGNED rYl7 _ DATIE_Ss /�..__��'--_ FILE NO. DRAWN_DT r7T_- .� 107� — CHECKED_ / SCALE- FIRLD Ii001c17 PAGAt__ _ PEVISION BY APPR DATE APPROVED_ -_--.--.._ _ SHEET- Z / ; 7 7 7 7 3 ' FERGIJ" 3 SONS 1NC 81518