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HomeMy WebLinkAboutT-26915FE167 11103 +65.00 END (4 23.33' & 24.66' LT) BEGIN 6 (24.67' LT) BEGIN $760:1 2238.8:1 TAPER (24.67' LT) BEGIN 750:1 TAPER (37.00' LT) BEGIN 750:1 LANE SHIFT (49.00' LT) BEGIN LANE SHIFT (61.00' LT) .r >'_ - C-11. -. E167 11105 +89.00 BEGIN 16:1 SHOULDER TAPER (72.70' LT) �� - �� .. E167 11106+21.00 END 16:1 SHOULDER TAPER (74.66' LT) E167 11106 +66.00 BEGIN 16:1 SHOULDER TAPER (74.60' LT) - E167 11107 +30.00 END 16:1 SHOULDER TAPER (70.51' LT) J F EDGE OF PAVEMENT a 60 100 SCALE IN FEET W5 CO T NOR TNWL S T REGION CHANNEL IZA TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS Signed L % _ Date 2z 14-6 Print MARK BANDY ENGINEERING MANAGER Signed � M�� e. i Date (? — /o—/o Print DENISE CIERI NOTES: 1. SEE SHEET MKD1 FOR TYPE 2 RPM PLACEMENT. 2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). 3. SEE STANDARD PLANS M- 20.20 -01 FOR PROFILED LINE DETAIL. 4. SEE SHEET MKD2 FOR GORE AREA DETAILS. 5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M- 24.60 -02. 7. SEE SHEET MKD1 FOR HOT LANE PAVEMENT MARKING DETAIL. & SHOULDER WIDTHS ARE FROM FACE OF BARRIER. LEGEND: RETAINING WALL - GUARDRAIL BARRIER 12' - 12' 14' FILE NAME C: XWorklProjeetWise lBTJV00021dms022751BTJV0002 PS MK 167- CP.dgn _ TYN12' r- ,E 12' — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - _ - - - _ / — — — — — — — 12.33' 12.33' — — _ _ — — — — — — - — — — — — — — - — — — — -- - - - - -- --------------------------------------------------------------------------------------------------- — — — — — — — — — — — 12' — — — — — — — — — -------- - - - - -- m r g �• I Departmentof Transportatian ��,. 40 Corridor Program --- I31LFINGER BERGEI2 ° ° DAVID - unASfOC1AT8f�ao. Civil Inc, Y TRI -STATE CONSTRUCTION, INC. 9--t ewrtxna 9 ---------------------- 12.33' 12.33' 13.67` Plot 24 TIME 9:33:32 AM W I- tu W 10' REGION NO. 10' W W z -- W Z Z• � PLOTTED BY d10 Z DESIGNED BY M. WALTON Z to SHEET SHE OF ! SHEETS ENTERED BY S. WHITE u Z to E167 11106 +36 ; ; _._ _ - _- : _ . -__ _.._ _ _. _ __.a _._ . -_ _ _ _ ._ _. ._ _. _ CONTRACT NO. LOCATION NO. PROJ. ENGR. L. HODGSON W5 CO T NOR TNWL S T REGION CHANNEL IZA TION PLAN TRAFFIC ENGINEER - AREA OPERATIONS Signed L % _ Date 2z 14-6 Print MARK BANDY ENGINEERING MANAGER Signed � M�� e. i Date (? — /o—/o Print DENISE CIERI NOTES: 1. SEE SHEET MKD1 FOR TYPE 2 RPM PLACEMENT. 2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). 3. SEE STANDARD PLANS M- 20.20 -01 FOR PROFILED LINE DETAIL. 4. SEE SHEET MKD2 FOR GORE AREA DETAILS. 5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE. 6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M- 24.60 -02. 7. SEE SHEET MKD1 FOR HOT LANE PAVEMENT MARKING DETAIL. & SHOULDER WIDTHS ARE FROM FACE OF BARRIER. LEGEND: RETAINING WALL - GUARDRAIL BARRIER FILE NAME C: XWorklProjeetWise lBTJV00021dms022751BTJV0002 PS MK 167- CP.dgn _ F`'�` ST �O ���OF AS y�� Q y A 2" �© oNa�EU �' P.E. STAMP BOX DATE P.E. STAMP BOX DATE �• I Departmentof Transportatian ��,. 40 Corridor Program --- I31LFINGER BERGEI2 ° ° DAVID - unASfOC1AT8f�ao. Civil Inc, Y TRI -STATE CONSTRUCTION, INC. 9--t ewrtxna 9 SRI 67 P 24.59 T P 26.23 I ®4 ®5 1- TO R169 STAGE 1 -WIDENING COUNTY f g KING COUNTY APRIL 2010 Plot 24 TIME 9:33:32 AM REGION NO. STATE FED.AID PROJI.NO. 4 DATE 8/23/2010 _ 10 WASH PLOTTED BY d10 DESIGNED BY M. WALTON JOB NUMBER SHEET SHE OF ! SHEETS ENTERED BY S. WHITE u CHECKED BY P. GRIDDLE_ CONTRACT NO. LOCATION NO. PROJ. ENGR. L. HODGSON PAVEMENT A KING P REGIONAL ADM, D. DYE REVISION DATE +B_Y