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HomeMy WebLinkAboutT-269089J M� W N Q MA BARRIER SEE STD. PLAN "I LE SLOPE BARRIER /FOR DETAILS NOT SHOWN C MAY BE WIDER THAN BOTTOM OF BARRIER IN SECTIONe E.P. OR CURB LINE (iYPJ PLACE 314" PREMOLDED FILLER POST SHAFT FOUNDATION MEDIAN BARRIER TRANSITION. SEE STD. PLAN C -14J FOR DETAILS B' i0 3' -6" AT EXPANSION JOINTS (TYP.J NOT SHOWN. SEEe& DIMENSION AFER rc> PLAN TABLE FOR = BARRIER HEIGHT AND DIMENSIONS 13ARRIER15ION FOUNDATION & MEDIAN BARRIER TRANSITION U U IF LUMINAIRE 15 LOCATED WITHIN 50' 5EE SHT. M5130 Ito e _ ]f5 N rcF �N 0 0IMEN510N TABLE GRADE SEPARATION BARRIER HEIGHT A B C D E OTY. 0 TO 9' 4'-2' 91/0 2' -3" 5' -1" S' MIN, 4 10 UP TO 7' 4' -6' 10 5/6" 2' -5 1/4" 5' -3 I/4' 7" MIN. 5 12 UP TO UP S' -S II 314' 2'-0 I/2' V-5110 10' MIN. 6 14 UP TO 13" S' -B" 13' 2' -9 7/6" 5' -7 7 /B' IY MIN. 6 14 DRILL % VIA. BY 14 DEEP HOLE. IN9tALL ''B JBx4'-1" W/ APPROVED � EPDXY. � o SYMM. AST i BARRIER DOWEL DETAIL j FOR USE WHERE CUTTING EXIST. LONSTRULlION MARK B SIGN BRIDGE OR CANTILEVER SIGN NO. KE4'D VARIES 2' BARRIER LEAVES EXIST BARRIER PANEL LESS THAN 36' -0 LONG. JOINT 6 1 8' -8" STR. 3' -G• HORIZONTAL O 22 f5 6 2 23 R5 22 TTOM OF BARRIER OF BARRIER N 14 SEE BASE PLATE DETAIL © S" S SPA. 1'-0' = ® 7 SPA. O G' S SPA. S' -0' 3' -6' 1' -tl' = ® 111...3���' 3' -0' Q ANCHOR RODS - "D' O x 7' -0" W/4 WASHERS AND 4 HEAVY HEX 1 8 1 23 MEDIAN BARRIER 2 L2IJ Is 'L� 1 TOP OF BARRIER NUTS. THREAD EACH END 8" (TYP.)�� VERTICAL LOCATION © SEE SHEET M312A y TOP OF BARRIER— 1 15 � [211 [22] FINISHED �i SHAFT FOUNDATION Ui SEE SHEET M512A CORRUGATED STEEL CASING (GALV USE FOR SIGN ELEVATION © BRIDGj 7 6 11 SHAFT & 10' BARRIER SECTION SECTION C -7295 rz BARRIER MEDIAN BARRIER BAR LIST MARK LOCATION SIZE NO. KE4'D LENGTH 2' 21 MEDIAN BARRIER 6 10 8' -8" STR. BOTTOM HORIZONTAL O 22 TTOM OF BARRIER OF BARRIER N 14 T B, VERTICAL 23 MEDIAN BARRIER 6 AIPROXIMATE SHAFT FOUNDATION 6' -p" VERTICAL LOCATION © SEE SHEET M312A y 0 l � OF CONDUIT N�1 10Oo S B"R80a (22] J� EINF. 5EE SHEET NF. ON SIGN BRIDGESM512A. (23] FOR SIGN BRIDGES ODOE =RFINE5EE SE 5I5 HOOPS. SEE RIGHT CONSTRUCTION JOINT W/ O ROUGHENED SURFACE 0 A < EXTEND VERTICAL SHAFT REINF. 4' -N_ _ .ri((eN gzmrF �i SHAFT FOUNDATION Ui SEE SHEET M512A CORRUGATED STEEL CASING (GALV USE FOR SIGN ELEVATION © BRIDGj 7 6 11 SHAFT & 10' BARRIER SECTION SECTION C -7295 rz BARRIER MEDIAN BARRIER BAR LIST MARK LOCATION SIZE NO. KE4'D LENGTH 2' 21 MEDIAN BARRIER 6 10 8' -8" STR. HORIZONTAL 22 MEDIAN BARRIER 5 14 T B, VERTICAL 23 MEDIAN BARRIER 6 26 6' -p" VERTICAL AASHTO M 31 OR. 60 + OR A5 REO'D FOR 2' -tl' MIN. SPLICE l � N�1 10Oo S B"R80a (22] (23] 'F" SYMM. All. 8 SIGN BR. xi" WIDE 11 U DRAIN SLOT (TYP.) a 9 - O I ROADWAY - '- O O .D T N O O HOLE (NP.) 22rz x 27 x'F' BASE PLATE ON BARRIER FOUNDATION FOR INFORMATION NOT SHOWN SEE DETAIL C. 5HEET M$IDA i OR HOLE FOR ANC M - ANCHOR BOLT (TYP) -1 BUFNIG'R wceB IF 9 • TIUSTA UU SPAN D F SIGN BRIDGE 60' TO 90' 2' 3' -5" CANTILEVER 51ON TO 30' 2' S'-5" BUFNIG'R wceB IF 9 • TIUSTA UU 1 -405 1 -5 TO SR169 STAGE 1 -WIDENING 0110 1 eeJ Plot' MS73A 1+05 376 3�P w Q v i 1 R 'ib'I 1 ` ` SYMM. ABT. E R 6 POST 1 -405 1 -5 TO SR169 STAGE 1 -WIDENING 0110 1 eeJ Plot' MS73A 1+05 376 3�P