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HomeMy WebLinkAboutT-26911911 EXISTING 5AIZt21ER--- ANCHOR BOLTS & TEMPLATE PROVIDED BY GANTRY POLE MANUFATURER -7 CLA55 3( CLA55 4( CONCKET. [ 15] *5 EQ. SPA. 5A95 TO FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. GANTRY POLE & MAST I BREAKOUT LENGTH = 1088 MINIMUM, 5EE NOTE 2 241.011 5,_011 51_0 ►, 241-011 I t-re-2 1-- A KI-I-tav rant r_ cr�tr -r r_ U L tC. 4,_011 R0. SHAFT FOUNDATION DETAIL BOTTOM OF 5ARRIER � ,1 Lu 1Z N 0 Z 0 1.L m 1 t \/ ltYVl 1 JVJY Y/ 1t \J \JLI\ t! 1 ./ f YA tof 1 1 J , G -,j-j- G.�LLt -I t-I I) b PLAN ! ! \� �Y v,♦ ✓i.a. Vi /a.L 1 1 I d/ iJ 5YMMETKIC 5APPIER TPAN51TION � MAST X12] *5 & 2 [13] 3 SPA. Cad 7 5PA. Cap 011 No I_oil 31_oJ1 31_6!1 I I CONSTRUCTION JOINT W11 ROUGHENED SURFACE —/ PEI:MISSIBLE CONSTRUCTION JOINT W/ ROUGHENED SURFACE � 5EE SHAFT FOUNDATION DETAIL T H15 SHEET 1 ni- *5 No 3 SPA. C 311 00 -ON- (i_OJt � 21_01 STOP OF 5ARRIER ELEVATION SYMM. AS'T 5AKRIER I VARIES TOP OF SAPPIER ' I USE A TEMPLATE TO 1 LOCATE AND SECUPE TOP OF [ 12] 5 ��� 21 9005 IN PLACE DURING ROADWAY 13 #5 FOUNDATION INSTALLATION. , "-5OT TOM OF SARRI ER —APPROXIMATE LOCATION DE CONDUIT, 5EE I T 5 SHEET 5 ANCHOR 50LT5 & TEMPLATE PPOV I CEP 5Y GANTRY POLE MANUFACTURER �-- EXTEND VERTICAL SHAFT PEI NF. 31 -0t1 MIN. INTO 5ARRIER. C:\ Work\ ProjectWiseIBTJV00021dms02268 \BTJV0002 DE TS 167- AB.dgn 2:41:51 PM 51ZE NO. KEZ9 OP of RENO N STATE FED,AiD PROJ.NO. 8/17/2010 OAOWAY L 91-911 ST R. 10 WAS dlo zj� AS -BUILT 716110 JMS R. JAHNS zj� BAR REVISION IN BARRIER 12/14107 DC JOB NUMBER L. CHAN ® ADDED CLASS 4000P 11/20107 DC M. MADDEN *ADDED 9" EMBEDMENT DIMENSIONS 11/14107 RJ CONTRACT NO. C-7296 LOCATION NO. L. HODGSON ® IFC 1119107 RJ D. DYE REVISION DATE BY OPTIONAL 2' MIN. SPLICE [ 15] *8 5AR5 FIELD 5EN0 A5 9EQ'0. 5EE 5T 0. SPEC. 6- 02.3(24)A ��8 5 S T ti ssIONAL LATE P.E. STAMP BOX 3/4" CHAMFER SECTION rA S T° �o A. � Jr�ra � 1 DATE P.E. STAMP BOX V_ nA& �EXISTING BAhl:IER •------ - - - - -- --- 59 167 MARK LOCATION 51ZE NO. KEZ9 OP of 11 MEDIAN SARRI ER HORIZONTAL 5 OAOWAY L 91-911 ST R. 12 MEOIAN 5APRIEP 5 14 11 7 _9 J Q) VERTICAL - o ` 13 MEDIAN 5ARRIER °o ° o o C) Lu VERTICAL 5 28 6' -0" 14 HOPS w Z CSC Z v cn o v J �. v z Q) Q) *5x4' -O" (14 RE010) [ 14] *4 ROUNO HOOPS AT A5T. 1' -0" CENTE95 V_ nA& �EXISTING BAhl:IER •------ - - - - -- --- 59 167 MARK LOCATION 51ZE NO. KEZ9 LENGTH 11 MEDIAN SARRI ER HORIZONTAL 5 12 91-911 ST R. 12 MEOIAN 5APRIEP 5 14 11 7 _9 VERTICAL 13 MEDIAN 5ARRIER VERTICAL 5 28 6' -0" 14 HOPS 4 VARIES VARIES 15 SHAFT VERTICAL 5 1 8 "Alt 5TR. "A" - DETERMINE FROM PLAN r 21-311 [12] NOTE: 1. CONCRETE FOR 5APPIEP SHALL 5E CLA55 4000. CONCRETE FOP FOUNDATION SHALL BE CLA55 3000 PER 5 -20.3 (4 ), 09 CLA55 4000. 2. B9EAKOUT LENGTH IN CONCRETE 5AP91 EK 5HALL 5E THE LENGTH SET WEEN OUMMY JOINT 5 OK OPEN JOINT 5 OF THE EX15T I NG BAKRI Eta. 1 r' • SHEET 1 12 OF SHEETS