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HomeMy WebLinkAboutT-26914111 NON- SYMMF-rP1I:A1 TPAN5ITInN MEDIAN BARRIER 51 NGLF SLOPE 5ARR1 ER 5EE FLANS TOP of Q) ROADWAY --i PLACE 314" PREMOLOED FILLER VARIES 811 TO 3' -6" AT EXPANSION JO1 NT 5 (TYP.) 3/411 - CHAMFER (TYP.) v. FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. 2[21] *5 SHAFT FOUNDATION `— MEDIAN 5AI:RIEl2 TRANSITION. 5E'E 5T0. PLAN G -14J FOR DETAILS NOT SHOWN. SEE &DIMENSION PLAN TABLE FOR BAI:tZIER HEIGHT AND DIMENSIONS C%111A11') d Tf/lAI R_ AACI'll d Al G2 d PP►CP Tim d A►6ZIT1/lA► 1 LVIVI ►IV/ II IN L. t✓ L.11VI 11 L.L/ r I I I I I I V %./ V_/ %-/ L— L.. ✓i 11 . IVI ✓I ✓L/ PIMEN51ON TABLE GRADE 5EPAPAT ION 5ARRIER HEIGHT F 5 C D F VARIES 0 TO 511 4' -211 ON 2' -371 51 -111 BTOC 4 10 UP TO 7!1 4' -61 10 5161 3ECT ION FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL ADM. 2[21] *5 SHAFT FOUNDATION `— MEDIAN 5AI:RIEl2 TRANSITION. 5E'E 5T0. PLAN G -14J FOR DETAILS NOT SHOWN. SEE &DIMENSION PLAN TABLE FOR BAI:tZIER HEIGHT AND DIMENSIONS C%111A11') d Tf/lAI R_ AACI'll d Al G2 d PP►CP Tim d A►6ZIT1/lA► 1 LVIVI ►IV/ II IN L. t✓ L.11VI 11 L.L/ r I I I I I I V %./ V_/ %-/ L— L.. ✓i 11 . IVI ✓I ✓L/ PIMEN51ON TABLE GRADE 5EPAPAT ION 5ARRIER HEIGHT F 5 C D F QTY. 0 TO 511 4' -211 9 11211 2' -371 51 -111 3" MIN. 4 10 UP TO 7!1 4' -61 10 5161 2' -5 11411 5' -3 114" 7" MIN. 5 12 UP TO 1071 5' -211 11 3/411 2' -7 112" 5' -5 11211 1011 MIN. 6 14 UP TO 1,311 51 -811 1311 2' -9 7/8'1 5' -7 7/61 1311 MIN. 6 14 510N 591 DGE OR CANTILEVER 510N & 2 i 231 *5 ELEVATION SHAFT & 10' BARRIER SECTION TOP OF 5ARR1 E9 U5E A TEMPLATE TO LOCATE AND 5ECURE 9005 IN PLACE DURING FOUNOAT ION I N5T ALLAT ION. ,-- BOTTOM OF BARRIER APPROXIMATE LOCATION OF CONOUI T FOR CAP AND SHAFT PEI NF. SEE SHEET M312A [5] *5 HOOPS 5EE ANCHOR /E DETAIL EXTEND VERTICAL SHAFT REINF. 41 -011 MIN. INTO 5ARR1 ER. FIELD 5END A5 REQUIRED, 5EE STD. 3PEC1 FI CAT ION SECTION 6- 02.3(24)A. SYMM. A5'T 5ARR1 E9 1 VAP15 � ANCHOR 9005 N 11 J III 0 x 71- 011 -►!-- W14 WAOHER5 AND L4 HEAVY HEX 1 NUT 5. THREAD EACH END 911 (TYP.) - TOP OF 5ARRIER [ 21] *5 1 FI NI SHED ROADWAY 50TTOM OF BARRIER SHAFT FOUNDATION SEE SHEET M512A *5 HOOP 51GN BRIDGE 7 & 11 C: 1WorklProjectWiselBTJV00021dmsO22681BTJV0002 DE MS 167- AB.dgn 3 :06:26 PM L13T" F MARK REGION STATE FEMAID PROJ.NO. 8/17/2010 LENGTH 211 21 10 WAS dio © AS -BUILT 716110 MS A. DIEDRICH Q FCD 91 - SHEET 1 OF 2 7/22/09 RB JOB NUMBER C. SCHREINER NDC 23 - BARRIER HEIGHT, TRANSITION, 3/14/08 RB R. TURPIN BASE PL, DOWEL DETAIL CONTRACT NO. C -7295 LOCATION NO. L. HODGSON ® IFC 1119107 RB D. DYE REVISION DATE BY SECTION KR"*"'1\ gUM�� V x _ r 9513R�Q 1 S TV, 1 ssI01VAL DATE P.E. STAMP BOX DRILL Y4" 01A. BY 1' -1" DEEP HOLE. INSTALL *8x4' -1" W/ APPROVED EPDXY. 0OWEL OETAIL FOR USE WHERE CUTTING EXIST. BARRIER LEAVES EXIST. BARRIER PANEL LESS THAN 36-0" LONG. SEE 5ASE PLATE PET AI L FI NI SHED ROADWAY FIELD BEND (3) VERTICAL SHAFT BARS AS REQUIRED. 5EE STD. SPEC. 6- 02.3(24)A 51 NGLF SLOPE 5A991 ER SEE PLANS MEDIAN BARRIER SHEAR KEY (5TO. FLAN C.13) 09 DOWEL DETAIL IF ADJACENT PANEL 15 LE35 THAN 36-0" LONG 1 %z'1 x 1" WIDE DRAIN SLOT (TYP.) N /"'y 1 f + Y It HOLE (TYP.) E f3A3E PLATE ON 5ARRIER FOUNPATION f3AK L13T" F MARK LOCATION 51ZE 31 -511 NO. REQ'O LENGTH 211 21 MEDIAN BARRIER HORIZONTAL 5 10 9' -9" STR. 22 MEDIAN 5A991 E9 5 14 VERTICAL 23 MEDIAN 5ARR /E9 5 28 61 -411 VERTICAL AASHT 0 M 31 OR. 60 OR AS REQ'O FOR 2' -0" MIN. SPLICE pop ?k ---- -- �V &00 1 ' N - - - -- 1000 [ 22] [ 23] 1 %z'1 x 1" WIDE DRAIN SLOT (TYP.) N /"'y 1 f + Y It HOLE (TYP.) E f3A3E PLATE ON 5ARRIER FOUNPATION C' ill. ST. J 11 INTERSTA E AN11111k, Washington State W A Sy 0,5, Department of Transportation y 4ft Corridor Program z/1 ?4= 0'qqw 5 � 04 Dfift P.E. STAMP BOX DAVID EVANS 1LFIIVGER BERGER ® ANDASSOCIATES1NO. 415 - 118th Avenue SE Q Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 MEMO a = I T RI -STATE CONSTRUCTION, :INC Qw"d C'.mtuadiV FOR INFORMATION NOT SHOWN 5EE DETAIL C, 5HEET M310A 0 1 "D "+ %4"O HOLE FOR ANCHOR BOLT (TYP) r-------- I_. I 1 I SYMM. A5T. fE & P05T SINGLE SLOPE BARRIER/SIGN FOUNDATION 141 SPAN D F 51GN 5910GE 60' TO 90' 2" 31 -511 CANTILEVER 51GN TO 30' 211 31_5,1 C' ill. ST. J 11 INTERSTA E AN11111k, Washington State W A Sy 0,5, Department of Transportation y 4ft Corridor Program z/1 ?4= 0'qqw 5 � 04 Dfift P.E. STAMP BOX DAVID EVANS 1LFIIVGER BERGER ® ANDASSOCIATES1NO. 415 - 118th Avenue SE Q Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 MEMO a = I T RI -STATE CONSTRUCTION, :INC Qw"d C'.mtuadiV FOR INFORMATION NOT SHOWN 5EE DETAIL C, 5HEET M310A 0 1 "D "+ %4"O HOLE FOR ANCHOR BOLT (TYP) r-------- I_. I 1 I SYMM. A5T. fE & P05T SINGLE SLOPE BARRIER/SIGN FOUNDATION 141