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HomeMy WebLinkAboutT-269088r J_ m N a ed zo FI i` 000 o$ 4' (' NOTE: USE A TEMPLATE TO LOCATE AND SECURE BOLTS IN PLACE DURING FOUNDATION INSTALLATION. FOR DETAILS. SEE ANCHOR a DETAIL. THIS SHEET. SIGN STRUCTURE. EXCEPT BARRIER MOUNTED (SEE SHEET M513A FOR BARRIER MOUNTED SIGN) FINISHED GROUND LINE CAP OF ONE FOUNDATION MAY BE PLACED WHILE SIGN BRIDGE IS TEMPORARILY SUPPORTED IN PLAC SEE ANCHOR G DETAIL CONSTRUCTION JOINT W/ ROUGHENED SURFACE 1'-0' MIN. BELOW FINISHED GORUND ELEVATION USE TEMPORARY CASING, REMOVE THE CASING DURING CONCRETE PLACEMENT Y USE CONCRETE CLASS 4000W WHEN WATER IS PRESENT IN THE EXCAVATION. (.y. TAL) F e m SHAFT FOUNDATION TABLE BAR LIST MARK LOCATION SIZE FOUNDATION N0, REO'D, SIGN STRUCTURE SPAN LENGTH SHAFT DEPTH "Z') ( REINFORCEMENT 4 I M1 ER 4 NUMBER (•5') D IAMETER N. ST.�O E RTICAL �°'°'~"'•'^ Vloc t nNE .X Y' Z 10 30' -0" MAX. 4' -6" 15' -0` S to ^ °"• C 5 30' -0' MAX. 4' -E' 19' -0" 9 20 CANTILEVER D 30' -0' MAX. 5' -0' 30' -0" D 17 BUNDLED 516N Tu AB STR. ERTICAL PAIRS Corridor Pro ram 4�J g I -5 TO SR169 4 SHAFT 4 NDOP mw mm INVc sal 4 30'-0' MAX. 4' -6" 22' -0' 11 22 1 301.0' MAX. 5' -tl 27' -0' 11 O BUNDLED CAP TOP 5 4 a11]AIM RB PAIRS M5HTO M 31 OR. 60 3,5,7.11 60-0' TO 4' -G' 19' -0' 9 20 51ON T. LYOWJ. TUBE$ 75'A" ro� iL1WM RB ..Z.- 4. -g. BRIDGE 60' -0'TO E41 -,. • DIAMETER 17 BUNDLED . SHAFTDIA.Ii 6 MINUS 3' (TYP.) 6' - tl 23'4P 11 2 6050OTO Bk NO, R C -7295 rt 5'-0' 23.-6" 11 tly 11 WNpS 392 REGIONAL AON. D. DYE DETTBIax WTE BY P05T • ADDITIONAL BARS IN APPROXIMATE TOP B' A DRILL AND TAP N W CAPSCI ASTM F593 W/S.S. WASHER SPA. AT AST. 8 CTRS. — WELDED DALY, CLOTH 9." x N," SO., WRAP AROUND BASE R W/ 3' MIN. LAP— "DIY IP HOLE %"� FOR 'D ANCHOR —// I 'T9' ASTM A36 BOLT (TYf.) I /GALVANIZING NOT REOUIRED) ANCHOR IE DETAIL MATCH ANCHOR BOLT SIZE, NUMBER 6 PATTERN BEE 5HT5. MESA AND M310A VOLT SCREEN DETAIL PLAN CAP SAC **FOR BARRIER MOUNTED 51ON STRUCTURE LENGTH = "Z" a BARRIER HEIGHT (BEE DIMENSION TABLE, ENT. MS13A) Q POST VIEW BEE ALSO BHT. M513A FOR BARRIER MOUNTED SIGN — EN SEE ,to E CONDUIT TO BE NHERE DIRECTED WHEER. BAR LIST MARK LOCATION SIZE N0, REO'D, LENGTH - �vvvvv 1 LAP 4 4 -5 S'' STR. N. ST.�O E RTICAL �°'°'~"'•'^ Vloc t nNE a:M:2B PM Z 5 FEDAID PRW.NO. 5 "A" ^ °"• C 1 -405 HOOAPP S DATE wWxmo Alt BUILT 71wo Ne 3 5HAFT .X" STRUCT.I 8 4 SHAFTS, mcflm PL NOTE, .y. ..p -qy!{! Tu AB STR. ERTICAL Corridor Pro ram 4�J g I -5 TO SR169 4 SHAFT 4 NDOP mw mm INVc sal 1 "A' — •� SPIRAL STAGE 1 -WIDENING 5 CAP TOP 5 4 a11]AIM RB M5HTO M 31 OR. 60 "A' - DETERMINE FROM PLANS 2 d (TOM I57 CNECNED BV T. LYOWJ. TUBE$ ro� iL1WM RB ..Z.- 4. -g. uumx "^ E41 -,. • DIAMETER HAFT VIA . SHAFTDIA.Ii MINUS 3' (TYP.) MINUS B" MINUS 5 "J PLAN CAP SAC **FOR BARRIER MOUNTED 51ON STRUCTURE LENGTH = "Z" a BARRIER HEIGHT (BEE DIMENSION TABLE, ENT. MS13A) Q POST VIEW BEE ALSO BHT. M513A FOR BARRIER MOUNTED SIGN — EN SEE ,to E CONDUIT TO BE NHERE DIRECTED WHEER. - �vvvvv FllE IUYE C:1W0 1BTN000SAmro2a6WeBBTJV082y812AiB. [OX N. ST.�O �°'°'~"'•'^ Vloc t nNE a:M:2B PM "V° "xF FEDAID PRW.NO. <'°�^ ;c�ce.0 y ^ °"• C 1 -405 MS12A DATE wWxmo Alt BUILT 71wo Ne PLOTTED BY Eb STRUCT.I 8 4 SHAFTS, mcflm PL NOTE, Tu AB Corridor Pro ram 4�J g I -5 TO SR169 1-065 DMIONED BY A. DIEDMCH NDOP mw mm INVc sal oan4roe Re — •� STAGE 1 -WIDENING EHIERED BY C. SCNREINER TRNHBV.IIEBRN DETAl18 NDG 13) a11]AIM RB , 14tl1L %dL` m �= •.&. ILFIX4EP BER4ER _ 9T3 CNECNED BV T. LYOWJ. TUBE$ BAR UST REVISION iL1WM RB rdm•er xa uumx "^ I D -,. • a PRa.ENBR LNODGBOx Nc 1tNONT Ra C -7295 rt r�u -r r."TECONSTxucrmnlnc MONOTUBE SIGN STRUC. FOUNDATION 392 REGIONAL AON. D. DYE DETTBIax WTE BY