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HomeMy WebLinkAboutT-346404STA. HOQU AM OR BEGIN SR 900 VARIES VARIES SAWCUT AND REMOVE EXISTING PAVEMENT 1' MIN. INSIDE OF EXISTING EDGE LINE. 1' VARIES EXISTING EDGE LINE MATCH EXISTING SLOPE Vol 21 (1) 15 5' FI kGRAVEL TO F 6" CSBC9" HMA CL. 1/2 PG 64 ROADWAY SECTION BORROW (DEPTH VARIES) N.T.S. EXISTING GROUND (�2' SED CABINET 3' 4-11- SED 6' FENCE PROPOSED GUARDRAIL FLEAT 350 PER WSDOSTD. PLAN C -4b PROPOSED HMA PROPOSED PROP SECTION A -A N OT TO SCALE 'A 12' PCC STA. 24 +51.79, / 9.9' RT R =70'-/ n STA. 9+97, 47.3' LT END GUARDRAIL ANCHOR PT STA. 9+67.56. 16.9' LT .\0 Z 0 5 10 20 CABINET PAD AREA DETAIL Rz =35' y /f \ 1P L1 P -2 P -1 of OEM 141 131 3 ID STA. 25 +75.53, 37.35' RT\ P -7 1- BEGIN GUARDRAIL TERMINAL 4 STA. 26 +09.56, 25.16' RT END GUARDRAIL TERMINAL BEGIN GUARDRAIL PLANS PREPARED BY: \A o° I'°/2 City of Renton DAVID EVANS . " .Department of Public Works ANOASSOCIATES IATES Hvc. TM O 415 - Mth Avenue BE 1055 S. Grady Way � 1V'rO Renton, Washington 98057 X •'D 0w A INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE PROVIDED BY THE CITY OF RENTON AND /OR ITS CONSTRUCTION CONTRACTOR. DAVID EVANS AND ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION GENERALNOTES 1. UTILIZE WSDOT STD. PLANS K- 20.40 -00, K- 30.20 -00, K- 36.20 -00, K- 40.40 -00, K- 40.80 -00, K- 70.20 -00, AND K- 80.10 -00: FOR TRAFFIC CONTROL DURING CONSTRUCTION. ROADWAY NOTES ❑1 REMOVE STOP SIGN, POST AND FOUNDATION IMMEDIATELY PRECEEDING SIGNAL TURN ON. E2 REMOVE EXISTING BEAM GUARDRAIL, POSTS AND ANCHOR FROM STA. 23 +37 TO STA. 24 +80. ❑3 REMOVE EXISTING BEAM GUARDRAIL, POSTS AND ANCHOR FROM STA. 25 +60 TO STA. 26 +90. PROVIDE NEW BEAM GUARDRAIL TYPE 1 FROM ISTA. 26 +09 TO STA. 26 +90 PER WSDOT STD. PLANS C -1. PROVIDE NEW BEAM GUARDRAIL TYPE 1 AND ANCHOR FROM STA. 23 +37 TO STA. 9 +67 PER WSDOT STD. PLANS C -1. ❑6 REMOVE EXISTING SIGN. E7 PROVIDE NEW TYPE 1 GUARDRAIL ANCHOR PER WSDOT STD. PLANS C -6. 18 PROVIDE ASPHALT CONCRETE PAVEMENT PER ROADWAY SECTION THIS SHEET. ❑9 POTHOLE EXISTING PSE GAS LINE PRIOR TO INSTALLING GUARDRAIL NEAR LINE. 10 PROVIDE NEW BEAM GUARDRAIL TERMINAL FLEAT 350 PER WSDOT STD. PLAN C -4b. 11 INSTALL SIDEWALK RAMP TYPE 2 PER WSDOT STD. PLAN F- 40.12 -00. POINT CHANNELIZATION NOTES PROJECT ENGINEER: KIRK HARRIS 10 -6 -09 tO REMOVE EDGE LINE FROM STA. 23 +38 TO STA. 24 +15. 9.59' RT O NOT USED. �. OT wAI,IO RT O3 REMOVE EDGE LINE FROM STA. 9+07 TO STA. 9+68. 22.94' RT ® PROVIDE RPM DOUBLE YELLOW CENTERLINE PER WSDOT STD. PLAN M- 20.50 -01 26.25' RT 339.13' FROM APPROX. STA. 24 +75 TO STA. 24 +83. SR900 25 +81.08'' 37.15' O5 REMOVE DOUBLE YELLOW CENTERLINE FROM STA. 25 +50 TO STA. 25 +82. o \ 34403 9 8 © REMOVE DOUBLE YELLOW CENTERLINE FROM STA. 9 +28 TO STA. 9 +65. SR900 26 +79.46' 17.86' 7O REMOVE WIDE LANE LINE FROM STA. 25+17 TO STA. 25 +82. EXISTING PAVEMENT o ® PROVIDE PROFILED PLASTIC LINE PER WSDOT STD. PLAN M- 20.20 -01 FROM STA. 8 +89 TO STA. 26 +66. 0 DATE REVISIONS APPRVD. _ II -O5 -CR PROVIDE PROFILED PLASTIC LINE PER WSDOT STD. PLAN M- 20.20 -01 FROM STA. 23 +38 TO 9 +07. w 10 PROVIDE 24 INCH PLASTIC STOP LINE PER WSDOT STD. PLAN M- 24.60 -02. pi 11 PROVIDE PLASTIC CROSSWALK PER DETAIL ON SHEET TSO4. 12 REMOVE 24 INCH PLASTIC STOP LINE. 13 REMOVE PLASTIC TRAFFIC MARKING. 5 14 PROVIDE PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN M- 24.40 -01. 15 PROVIDE RPM WIDE LINE PER WSDOT STD. PLAN M- 20.50 -01 FROM APPROXIMATELY STA. 26 +52 TO STA. 26 +67. i 4 16 PROVIDE RPM DOTTED EXTENSION (EDGE) LINE PER WSDOT STD. PLAN M- 20.50 -01 FROM STA. 24+85 TO STA. 25+66. 17 PROVIDE DOTTED EXTENSION (CENTER) LINE PER WSDOT STD. PLAN M- 20.50 -01 FROM STA. 9+28 TO STA. 9 +50 AND STA. 9 +54 TO STA. 25 +68. .\0 Z 0 5 10 20 CABINET PAD AREA DETAIL Rz =35' y /f \ 1P L1 P -2 P -1 of OEM 141 131 3 ID STA. 25 +75.53, 37.35' RT\ P -7 1- BEGIN GUARDRAIL TERMINAL 4 STA. 26 +09.56, 25.16' RT END GUARDRAIL TERMINAL BEGIN GUARDRAIL PLANS PREPARED BY: \A o° I'°/2 City of Renton DAVID EVANS . " .Department of Public Works ANOASSOCIATES IATES Hvc. TM O 415 - Mth Avenue BE 1055 S. Grady Way � 1V'rO Renton, Washington 98057 X •'D 0w A INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE PROVIDED BY THE CITY OF RENTON AND /OR ITS CONSTRUCTION CONTRACTOR. DAVID EVANS AND ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION GENERALNOTES 1. UTILIZE WSDOT STD. PLANS K- 20.40 -00, K- 30.20 -00, K- 36.20 -00, K- 40.40 -00, K- 40.80 -00, K- 70.20 -00, AND K- 80.10 -00: FOR TRAFFIC CONTROL DURING CONSTRUCTION. ROADWAY NOTES ❑1 REMOVE STOP SIGN, POST AND FOUNDATION IMMEDIATELY PRECEEDING SIGNAL TURN ON. E2 REMOVE EXISTING BEAM GUARDRAIL, POSTS AND ANCHOR FROM STA. 23 +37 TO STA. 24 +80. ❑3 REMOVE EXISTING BEAM GUARDRAIL, POSTS AND ANCHOR FROM STA. 25 +60 TO STA. 26 +90. PROVIDE NEW BEAM GUARDRAIL TYPE 1 FROM ISTA. 26 +09 TO STA. 26 +90 PER WSDOT STD. PLANS C -1. PROVIDE NEW BEAM GUARDRAIL TYPE 1 AND ANCHOR FROM STA. 23 +37 TO STA. 9 +67 PER WSDOT STD. PLANS C -1. ❑6 REMOVE EXISTING SIGN. E7 PROVIDE NEW TYPE 1 GUARDRAIL ANCHOR PER WSDOT STD. PLANS C -6. 18 PROVIDE ASPHALT CONCRETE PAVEMENT PER ROADWAY SECTION THIS SHEET. ❑9 POTHOLE EXISTING PSE GAS LINE PRIOR TO INSTALLING GUARDRAIL NEAR LINE. 10 PROVIDE NEW BEAM GUARDRAIL TERMINAL FLEAT 350 PER WSDOT STD. PLAN C -4b. 11 INSTALL SIDEWALK RAMP TYPE 2 PER WSDOT STD. PLAN F- 40.12 -00. POINT PROJECT ENGINEER: KIRK HARRIS 10 -6 -09 RECORD DRAWINGS KAHA DESIGNED BY: SLPO 9.59' RT P -2 o. �. OT wAI,IO RT 337.77' P -3 HOQUTAM 9 +18.10'', 22.94' RT $ °' ,•+z, 2 m DRAWN BY: OXA 26.25' RT 339.13' P -5 SR900 25 +81.08'' 37.15' RT 344.22' P -6 o \ 34403 9 8 CHECKED BY: KAHA 343.93' P -7 SR900 26 +79.46' 17.86' RT * MATCH EXISTING PAVEMENT IST OBBIONALl DATE PLOTTED: Il/O2/09 BILE: TTRD02RENT000OOOIO.dwg DATE REVISIONS APPRVD. _ II -O5 -CR .\0 Z 0 5 10 20 CABINET PAD AREA DETAIL Rz =35' y /f \ 1P L1 P -2 P -1 of OEM 141 131 3 ID STA. 25 +75.53, 37.35' RT\ P -7 1- BEGIN GUARDRAIL TERMINAL 4 STA. 26 +09.56, 25.16' RT END GUARDRAIL TERMINAL BEGIN GUARDRAIL PLANS PREPARED BY: \A o° I'°/2 City of Renton DAVID EVANS . " .Department of Public Works ANOASSOCIATES IATES Hvc. TM O 415 - Mth Avenue BE 1055 S. Grady Way � 1V'rO Renton, Washington 98057 X •'D 0w A INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE PROVIDED BY THE CITY OF RENTON AND /OR ITS CONSTRUCTION CONTRACTOR. DAVID EVANS AND ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION GENERALNOTES 1. UTILIZE WSDOT STD. PLANS K- 20.40 -00, K- 30.20 -00, K- 36.20 -00, K- 40.40 -00, K- 40.80 -00, K- 70.20 -00, AND K- 80.10 -00: FOR TRAFFIC CONTROL DURING CONSTRUCTION. ROADWAY NOTES ❑1 REMOVE STOP SIGN, POST AND FOUNDATION IMMEDIATELY PRECEEDING SIGNAL TURN ON. E2 REMOVE EXISTING BEAM GUARDRAIL, POSTS AND ANCHOR FROM STA. 23 +37 TO STA. 24 +80. ❑3 REMOVE EXISTING BEAM GUARDRAIL, POSTS AND ANCHOR FROM STA. 25 +60 TO STA. 26 +90. PROVIDE NEW BEAM GUARDRAIL TYPE 1 FROM ISTA. 26 +09 TO STA. 26 +90 PER WSDOT STD. PLANS C -1. PROVIDE NEW BEAM GUARDRAIL TYPE 1 AND ANCHOR FROM STA. 23 +37 TO STA. 9 +67 PER WSDOT STD. PLANS C -1. ❑6 REMOVE EXISTING SIGN. E7 PROVIDE NEW TYPE 1 GUARDRAIL ANCHOR PER WSDOT STD. PLANS C -6. 18 PROVIDE ASPHALT CONCRETE PAVEMENT PER ROADWAY SECTION THIS SHEET. ❑9 POTHOLE EXISTING PSE GAS LINE PRIOR TO INSTALLING GUARDRAIL NEAR LINE. 10 PROVIDE NEW BEAM GUARDRAIL TERMINAL FLEAT 350 PER WSDOT STD. PLAN C -4b. 11 INSTALL SIDEWALK RAMP TYPE 2 PER WSDOT STD. PLAN F- 40.12 -00. POINT STATION _' OFFSET ELEVATION P -1 HOQUTAM 8 +85.80' 9.59' RT P -2 HOQUTAM 8+87.14 10.56' RT 337.77' P -3 HOQUTAM 9 +18.10'', 22.94' RT 339.63' P -4 HOQUTAM 9 +14.36' 26.25' RT 339.13' P -5 SR900 25 +81.08'' 37.15' RT 344.22' P -6 SR900 25 +77.62':'' 33.55' RT 343.93' P -7 SR900 26 +79.46' 17.86' RT * MATCH EXISTING PAVEMENT ELEVATION. CURVE C -1 P.C' HOQUTAM 8 +87.14 10.56 RT R '= 41.69' L 34.31' 0- 47'08'46" P.T; HOQUTAM 9 +18.10 22.94 RT CURVE C -2 RC: HOQUTAM 9 +14.36 26.25 RT R '= 24.00' L '= 15.28' A 36'28'24" P.T SR900 25 +81.08 37.15 RT CURVE C -3 P.C. SR900 25 +77.62 33.55 RT R '- 24.00' L '= 19.83' A T 37'52'16" P.T, SR900 25 +95.38 25.57 RT 3= 346404 RECORD DRAWING NE SUNSET BLVD (SR 900) AND HOOI TRAFFIC SIGNAL ROADWAY PLAN AVE NE ' SHEET RD02 4 OF 9 e; t`:346404