29C-108 - Laserfiche WebLink

Home Browse Search

-------------------------------- ----------------- ---------------------------------------- - — — — — — — — — — — — — — — ----------------------- ---------- DIST. COUNTY ROUTE POST MILES SHEET TOTAL' TOTAL PROJECT NO. SHEETS 10 1� IT 40 105 V ESS1 V 4W REGISTEREO ENGINEER CIVIL DENN I S D. PECCH I A, 4, T. No. 32049 :0 �-3 - *5 R 60 stagger 3 -:059 6, Stagger W -Iol.6 Exp. 12/31/96 4 So //,c 6 .5 Splices 4 cont CI 1 -04 cont- lot 6 1 1/ -0 5 � 0 15 30 1 qIJ C 1-7 PLANS APPROVAL DATE R mt7x *4 See Note C "C/ 0 min. R- 6 ,-.-(-"'ORD DRAVV1k"0"%` #5 L �PJO max- /0 4 Const j1 optional P F Conc deck or ';!"f olls By k L— M B "m in 11 Const. J1. optional Fjl*nlsh Gradel J \\W1\'WA\V/A\1 3 0 ir)g T�I,s Should Verify winc, Const it *5 v 4! 0' /!Oil 30 flVX. *8 cont lot 2 2 0 "min rrnition Rymsnectmp S-ilr- Of W011�- do 15 max G1 connection ,V 6 (to be in place 5 F-1 C@ 12 5 to structure 6 *5 con f before deck conc.) WGII relnf. 1 /10 5-yJ 9 J0 15 max. 7TPE 27 < > rYPE 2 7B — rYPE 27A— Concrete Barrier r ,ype 27 or 27A Concrete Barrier rype 278 Place Iwo additional stirrups /^ ",'A &;11h% X ;"IA bli 04 2!0' Open joint to match ultu Wa UU V /V 0 9 #7 4 � lot 2 2 F- "'*� deck or wall joint width 1"Exponded polystyrene R=1!0" r 7- See Metal 00- .04 qa1V. shoot metal over Beam Guard !�4 It neoprene strip. Coat top 1% Rail It., of strip with grease. Connection I I I 15)1.,C11 L k0l i\\VA\VAW1A<A\ 2-*5 4*4 =4 lot. 2 r ,ype 27A'05 *8 cont lot 2 or r 0XI J-- 1116xpandedpo,6�yst ne ype 27 *5\�#15m WCH r ef in. END DE M / L DECK OR WA L L joIN r - 6" A r co=Ec r1oN ro srRuc ruRE See Note 8 6!-0" (rransitionJ / �14 110go1v pipe sleeve for anchor bolls rr a ffic flow c c L 2� 6 <�>Terrnlnal Secfibn (�tpe 8) - P L A N to 8 EL EVA rION scale: Wz /!0" 6'- O'v # 9 't Shoulder It 6.01 9 1014 ---00rcll ["alul V (See 1vote F) 00E �,-Place Grot'Ind ,5 Rtot 8 boll holes. (Dowels not shown) ELEVArION SECrION C-C I MErAL BEAM ,GUARD RAIL I CONNECrION STANDARD DRAWING FILE NO. XS-9-11:3 DESIGN 0' Q LAJ f-A 14, CHECKED DETAILS a" ffCt1VCk*0,71 CHECKED DRAWINO DATE 8/87 SUBMITTED BYqAp-Q: 01, US 090 2147A (CADO 4/139) APPROVAL RECOMMENDED By DESIGN SUPERVISOR 0 0 NO rES A. Clearance to reinforcing steel in railing to be LongiWinal relnforcement to stop at expansion joints., and be continuo&s at construction joints. Hairpin stirrups to be rotated lo meet clearance. B. Rail joints shall be located at deck and principal *v// joints. C. Dimension ma y vary wilh &oss - slope an� with certain thicknesses' of surfacing. See Bridge Plans. 0. When glare screen is required, see "'concrete Barrier rype 50 E. For Metal 8eam 6uard Rail details not shown see 51d Plans A 77- C, A77-00 A79-A, A79-8. A79-C and A79-D. STATE OF BRIDGE NO. Delete bar dimension - <3X Guard Rail terminoloqV DIVISION OF STRUCTURES a9c-lob BACON .1 SLAND ROAD BR I DGE AT M I DDLE - R I VER Delete Std Plan I D, cd&d CALIFORNIA POST MILE add bar dim . nrpA0THCMT nr TOAmconOTITTnM STRUCTURE DESIGN % CONCRFTF RARRIFR TYPF 2-7 ORIGINAL SCALE IN INCHES CU O'I'SREOARO PRINTS BEARING REVISION OATES (PRELIMINARY STAGE ONLY) SHEE of FOR REDUCED PLANS I EARLIER REVISION OATES 10-22 1 5 0 1 2 3 EA 1�w -q-0 SOZ19 .46 o — — — — — — — — — — - - I - - - - ----- - - - - - - - - -- - - - - - - --- - - — --- — — — - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -