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HomeMy WebLinkAboutT-26914C11 0 U) N CV n a 4" DIAL (ASTM TYPE BARRIE BRACH SINGLE SLOPE C BARRIER, REF. WS PLAN C13 FOR C FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. • SCALE: 1/2' = 1' -0" CK WELD TO PIPE 4 PLACES VE, APPROVED BY ENGINEER) MAX. AREA 25 SQ. FT. (XY) ►CE - WHEN REQUIRED FA 1/2" STEEL PLATES (ASTM A36) (TYP.) 8" FOR NEW PRE -CAST C -13 BARRIER; FIELD MEASURE FOR EXISTING OR CAST -IN -PLACE BARRIERS. L1 ^"rn0% 1. Attach sign to Z -Bar or windbeam with 3116" rivets at 4" staggered spacing. 2. A nylon washer shall be placed between the sign face and any other washer required on signs constructed of Type III or IV sheeting. 3. A bent plate may be used in lieu of the welded plates shown. Both shall be galvanized after fabrication. 4. The bracket to barrier fasteners shall be 3/4" diameter resin bonded anchors (all thread) ASTM A193 Grade B7 or ASTM A449 (galvanized) with matching nut and washer. Epoxy resin shall conform to Standard Specification 9 -26.1 5. Details shown in other views are common in both brackets. IN TOP PLATE SEE nnNTR A [ _T Pt1R TOP VIEW 4" DIAM. STEEL PIPE W1 112" STEEL PLATE BARRIER SIDE VIEW C:\ WorkXProjectWiseXBTJV0002Xdms02268XBTJV0002 PS SN -Final 167- AB.dgn 3:16:52 PM REGION STATE FEDAID PROJ.NO. 8/17/2010 dIo 10 WAS A. KUSCHELL JOB NUMBER J. HAMMOND P. BOULTINGHOUSE Q AS -BUILT 716110 MS1 CONTRACT NO. LOCATION NO. L. HODGSON IFC 3114/08 1 1 MS C -7295 D. DYE REVISION DATE BY NOTE 4 - 1 1111 ��� ii,: = • • ! = • _fAW 1 iTo 00 �i�C15812 R�� �► 4#018 TS 1 ss .14NAL DATE P.E. STAMP BOX SEE NOTE 3 �. s r. Jo WASyxx r ,. P.E. STAMP BOX 1 CONCRI BARR SEE CONTRACT FOR , POST LENGTHS ° r f e �e ° v e 0 C4 ° s 'i e 1/8 ° CONCRETE BARRIER SIGN POST — 2 1/2" SQUARE PERFORATED STEEL TUBING 31' x 3'° SQ. STRUCTURAL STEEL TUBING (0.1875" THICK) (ASTM A500, GRADE B) 3/8" DIAMETER x 3 11211 STAINLESS STEEL HEX BOLT WITH WASHERS & NUT DRAIN HOLE SEE NOTE 5 POSTS FOR SQUARE TUBING SIGN SUPPORTING SIGNS WITH A MAXIMUM AREA OF A OPTIONAL "MANUFACTURED" BARRIER I J, Le-Iflk" 1111161, M no.] 01.1143 Ica 3/4" )LE (OR AS DIRECTED BY %0^ a NWIP% FACTURERI WITH 511 MIN. EMBEDMENT FOR BOLT (TYP.) IN R TAT �Washington State WI/ Department of Transportation Corridor Program DAVID EVANS ILFINGER BE�CGEII ® ® ,% 415 „ ® 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 ,a = 1 9" "a eowAadi,4 TRI- STATE CONSTRUCTION, INC 112" STEEL PLATE (ASTM A36) SEE NOTE 4