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SHEET NO. d „ n d d „ - FA -SA 1042 s da „ —7 5/8 x 1 1/2 Mx Mad bolwashers� Roll wasun a Do 00 on nu .e ai and hex nut \ 3• 7/ 8_ 3v 12' I` -4" \ Anchor plate r(see tot 4) G (see not sl 1 I/2° I Ill" (see details) 8 Goge Rod washel, Isoo 10.164) Min. dot OII P 2 3/8" a hole \` Booting Plate I•^ 3t/32" n a 5. _ �- (sea Mall A) RAIL WASHER 2 3/8' hole with std. I' Not n 2" I.D. pipe dove •1 7 washer (2 3/8" 0.0.1 ( in 0 d Class B concrete o '* see note 2 E `v It T 6x6-W6x6 L—! J 1 welded wire fabric - _ I - 6" dla. 3" t yp I' - 6" d a 2'-0" die ir 3' ty0. 2'-0" dill. NOTES SECTION A -A TYPE I ANCHOR I. Anchor plate may be constructed from 1/4" plates welded to equal strength and same dimensions as - shown on plans. 68" treated 2. Holt -inch thick styrofoom shall be tacked to the " x . Ilmbw poets A - four sides of the timber post section embedded in concrete, to facilitate post replacement. A Terminal Design G 3. An steel items shall be galvanized in accordance (see note 4) with ASTM designations A 153 and A 123. 4. For terminal section details see Sid. Plan C-7 Anchor table (see details) 5. If welded, soil plate and steel tube shall be without plate connection holes. 6. Eight 5/8" x 1 1/2" machine bolts with hex nut and washer. Place washer on face side of rail. • _ Splice Bolt Blots 29l32"• I1/8" nf�et O " P 0 Pggt 01 II 2 1/ 4" 4 1/4" 4 1/4" 0' 25.5• 0t 0 0`� I Doalgn D Terminal 18" TOP VIEW SIDE VIEW BEAM GUARDRAIL ANCHOR TYPE I 6 - O h On CL. PIN 3/4° CHAMFER 1/2" CHAMFER MATCH EXIST. WIRE ROPE SAWCUT CURB HEIGHT 1-#5 BAR LOOP EXIST: SIDEWALK WIRE ROPE 2°CL. 1-*5 BAR LOOP SEE STD. EXIST CURB LZ3" C N -,!STING 2-45 BARS ORiLLEO PLAN C-8 HEIGHT APPROX. 15"� INTO EXIST. CURB r — 2'-0" 2 /2 ONC SIOEWALKi _ — o CL. M 0 00 EPDXY IN PLACE { L2 aC1 I I I fV JCL. MATCH PRECAST CONC. R/W I L— 41/2 CL. 0 6 I,'A 22.77:1 TAPER 1 EXIST 2- 5BAR5 I TYPE 2 BARRIER x ST, 1i i MI I-�5 BAR /4 EDGE OF SIDEWAL DR 5 BARS N -'� CURB MI MIN. PAVEMENT DRILL INTO �2"R, BEVEL OR GAURD EXIST CURB ROUND EDGE RAIL 6'-0° i�-O" 2° L 4i8 c9 2'-0° (3/4" MAX.) �. PIN DRIVE BAR INTO THE GROUND (TYP.) 1 �I(I CONCRETE BARRIER TYPE 2 t 4- 3/¢' S'6AVJ,vT /�S jr7 7� 3 L � -�/% " .S'ELlL,4.t/i /•JSTM D.34D!o 9" EX co uc .o.O,r"'T ,1/ cdr/c. 9 „C� • cov✓c co'1/ •C• �✓ T x a � aorro. r Z x sT- P,Vv'7 ��TTo� o.� a..��v�7• EXPANSION JOINT ( Between old a new construction) 7"1- /WEw_ coJ2rG r„4ttv47. . A ,b CONTRACTION CONTROL JOINT TOUMA E NG/NEEl4,S 201 Southwest 41St Street is Renton. Washington 98055 • (206) 251 -9000 ..Sd'9GOw/r _-4 /L/E/,V, G'oti/ C ¢l —A✓ / Q ,h b_ EXPANSION JOINT New construction 50' 3' 5' 50, 22' R/W 8' 2, 2 I/2 )I ----- — �111 — EX. CONC. PAV'T 3' MIN COVER P/PE L'AS'/A/6 A/PE ru/LAP O'd W/CONC. BLOCK CASING PIPE DETAIL N. T. �R H .isseels-r p.. • ••FWA S • tel:, STEAD, •�• ��Q t`, CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SW SUNSET BLVD IMPROVEMENTS DETAILS DESIGNED NA7' DATE FILE NO. DRAWN aT 7 CHECKED - SCALPtiLFIELD BOOsc�7 PAGE. ` /�C `M NO. REVISION BY APPR. DATE APPROVED I SHEET_A—//OFL DIRECTOR OF PUBLIC W Is wa SCANNED MAR 2 8 W03 lq-4vwl�; ;n FERGUSON & SONS INC 81518 BEAM GUARDRAIL ANCHOR TYPE I 6 - O h On CL. PIN 3/4° CHAMFER 1/2" CHAMFER MATCH EXIST. WIRE ROPE SAWCUT CURB HEIGHT 1-#5 BAR LOOP EXIST: SIDEWALK WIRE ROPE 2°CL. 1-*5 BAR LOOP SEE STD. EXIST CURB LZ3" C N -,!STING 2-45 BARS ORiLLEO PLAN C-8 HEIGHT APPROX. 15"� INTO EXIST. CURB r — 2'-0" 2 /2 ONC SIOEWALKi _ — o CL. M 0 00 EPDXY IN PLACE { L2 aC1 I I I fV JCL. MATCH PRECAST CONC. R/W I L— 41/2 CL. 0 6 I,'A 22.77:1 TAPER 1 EXIST 2- 5BAR5 I TYPE 2 BARRIER x ST, 1i i MI I-�5 BAR /4 EDGE OF SIDEWAL DR 5 BARS N -'� CURB MI MIN. PAVEMENT DRILL INTO �2"R, BEVEL OR GAURD EXIST CURB ROUND EDGE RAIL 6'-0° i�-O" 2° L 4i8 c9 2'-0° (3/4" MAX.) �. PIN DRIVE BAR INTO THE GROUND (TYP.) 1 �I(I CONCRETE BARRIER TYPE 2 t 4- 3/¢' S'6AVJ,vT /�S jr7 7� 3 L � -�/% " .S'ELlL,4.t/i /•JSTM D.34D!o 9" EX co uc .o.O,r"'T ,1/ cdr/c. 9 „C� • cov✓c co'1/ •C• �✓ T x a � aorro. r Z x sT- P,Vv'7 ��TTo� o.� a..��v�7• EXPANSION JOINT ( Between old a new construction) 7"1- /WEw_ coJ2rG r„4ttv47. . A ,b CONTRACTION CONTROL JOINT TOUMA E NG/NEEl4,S 201 Southwest 41St Street is Renton. Washington 98055 • (206) 251 -9000 ..Sd'9GOw/r _-4 /L/E/,V, G'oti/ C ¢l —A✓ / Q ,h b_ EXPANSION JOINT New construction 50' 3' 5' 50, 22' R/W 8' 2, 2 I/2 )I ----- — �111 — EX. CONC. PAV'T 3' MIN COVER P/PE L'AS'/A/6 A/PE ru/LAP O'd W/CONC. BLOCK CASING PIPE DETAIL N. T. �R H .isseels-r p.. • ••FWA S • tel:, STEAD, •�• ��Q t`, CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SW SUNSET BLVD IMPROVEMENTS DETAILS DESIGNED NA7' DATE FILE NO. DRAWN aT 7 CHECKED - SCALPtiLFIELD BOOsc�7 PAGE. ` /�C `M NO. REVISION BY APPR. DATE APPROVED I SHEET_A—//OFL DIRECTOR OF PUBLIC W Is wa SCANNED MAR 2 8 W03 lq-4vwl�; ;n FERGUSON & SONS INC 81518