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HomeMy WebLinkAboutzT-3464SetNE SUNSET BLVD (SR 900) AND HOQUTAM AVE NE PROJECT LOCATION I P ry 2IS� <: 145th PM �'�a Ct Se 107th st1.1 t TRAFFIC SICaNAL W 1/4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON CITY OF RENTON MAYOR: CHIEF ADMIN OFFICER: CITY COUNCIL: — = PROJECT ENGINEER: KIRK HARRIS DESIGNED BY: SLPO DRAWN BY: OXA CHECKED BY: KAHA DATE PLOTTED: 11/02/09 FILE: TTCV0IRENT000OOOlO.1wg 3 RD01 ROADWAY— SITE PREPARATION PLAN 4 RD02 ROADWAY PLAN 5 TS01 TRAFFIC SIGNAL PLAN 6 TS02 TRAFFIC SIGNAL WIRING DIAGRAM 7 TS03 TRAFFIC SIGNAL POLE SCHEDULE 8 TSO4 TRAFFIC SIGNAL DETAILS 9 SQ01 SUMMARY OF QUANTITIES Aft Ave 5e I _ me 1 Otn St _Ne If_ - PUBLIC WORKS — ( — — I I —M `Data'G 2007 ?4AVTEQ -wr T0IeAf.uu ADMINISTRATOR: VICINITY MAP PROJECT ENGINEER: KIRK HARRIS DESIGNED BY: SLPO DRAWN BY: OXA CHECKED BY: KAHA DATE PLOTTED: 11/02/09 FILE: TTCV0IRENT000OOOlO.1wg APPRVD. Denis Law Jay Covington Terri Briere Randy Corman Marcie Palmer King Parker Don Persson Greg Taylor Rich Zwicker Gregg Zimmerman PLANS PREPARED BY: *; R UNTW INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVA11ONS 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 PROJECT OWNER: CITY OF RENTON PLAN SHEET INDEX SHEEP NUMBER REFEPLAN RENCE NUMBER DESCRIPTION 1 CV01 COVER SHEET 2 LGO1 LEGEND AND ABBREVIATIONS 3 RD01 ROADWAY— SITE PREPARATION PLAN 4 RD02 ROADWAY PLAN 5 TS01 TRAFFIC SIGNAL PLAN 6 TS02 TRAFFIC SIGNAL WIRING DIAGRAM 7 TS03 TRAFFIC SIGNAL POLE SCHEDULE 8 TSO4 TRAFFIC SIGNAL DETAILS 9 SQ01 SUMMARY OF QUANTITIES Y o� City of Renton DAVID EVANS . Department of Public Works o a nNOASSOCIATES me. O edevw wr on'M 9WOros -M 1055 S. Grady Way 425.5196500 0 Renton, Washington 98057 RECORD DRAWINGS NE SUNSET BLVD (SR 900) AND HOOUTAM AVE NE TRAFFIC SIGNAL COVER SHEET SHM CV01 1 OF 9 aBrT346, �ol a N 0 EXISTING LINES —x -xx— FENCE LINE (TYPE AS NOTED) —ss SANITARY SEWER sD STORM DRAIN G NATURAL GAS —OH OVERHEAD POWER P UNDERGROUND POWER r UNDERGROUND TELEPHONE ry UNDERGROUND TELEVISION w DOMESTIC WATER - -- - TRAFFIC STRIPING --- - - - - -- PUBLIC RIGHT -OF -WAY -------- - - - - -- EDGE OF GRAVEL — — CENTERLINE DITCH - - WETLAND BOUNDARY - ORDINARY HIGH WATER MARK PROP-- CREEK OR RIVER 20 CONTOUR LINE TEMP= LANDSCAPE BOUNADARY PP = PROPERTY LINE w w WATER MAIN WATER METER AND FEED EXISTING SYMBOLS SECTION CORNER QUARTER CORNER o BRASS CAP MON ® MONUMENT OO MONUMENT IN CASE p SIGN POST MBo MAIL BOX ® BOLLARD (GUARD POST) {� DECIDUOUS TREE CONIFEROUS TREE ® CATCH BASIN k LIGHT POLE TV TELEVISION RISER TJSO TELEPHONE JUNCTION BOX TRa TELEPHONE RISER PR POWER RISER SP STAND PIPE Ten TELEPHONE BOOTH TVJeo TELEVISION JUNCTION BOX ® WOOD GUARD POST PEDESTRIAN SIGNAL POLE ROCK RETAINING WALL YARD LIGHT UM UTILITY MARKER I FLAG POLE BENCH MARK X 34.8 SPOT ELEVATION TURN ARROW PROPOSED LEGEND MODULAR BLOCK RETAINING WALL - -- - - - -- OLD RIGHT -OF -WAY -- - - - - -- EXISTING RIGHT -OF -WAY TO REMAIN RIGHT -OF -WAY (NEW) RIGHT -OF -WAY, CONSTRUCTION CENTERLINE -------- - - - - -- SLOPE EASEMENT -------------------- STORM DRAINAGE EASEMENT ------ -------- - - - - -- TEMPORARY CONSTRUCTION EASEMENT - - -- SIDEWALK EASEMENT PAINTED CHANNELIZATION LINE — F F — FILL LINE SAW CUT LINES _.._.._.._.._.._.._ CONDUIT LOOP SAWCUT PROJECT ENGINEER: KIRK HARRIS DESIGNED BY: SLPO DRAWN BY: OXA CHECKED BY: KAHA DATE PLOTTED: 11/02/09 FEZ: TTLGOIRENTOOOOOOIO.dwg o-� STREET LIGHT m ELECTRICAL JUNCTION BOX © ELECTRICAL VAULT mr TELEPHONE VAULT FT-vi TELEVISION VAULT �w WATER VAULT UTILITY POLE GPO GUY POLE — GUY ANCHOR M MONITORING WELL ® WATER WELL 0 DATA PLOT WM® WATER METER wve WATER VALVE GM® GAS METER PM® POWER METER GVO GAS VALVE R FIRE HYDRANT ice IRRIGATION CONTROL VALVE IR® IRRIGATION CONTROL BOX O SANITARY SEWER MANHOLE @G STORM DRAIN MANHOLE ® TRAFFIC SIGNAL CABINET 5 ® TRAFFIC SIGNAL BOX —o BLOW OFF VALVE s: TRAFFIC SIGNAL LOOP RAILROAD CROSSING SIGNAL ABBREVIATIONS LF = LINEAL FEET LP = LIGHT POLE RT = RIGHT POV= PRIVATELY OWNED VEHICLE LT = LEFT R /W, R.O.W.= RIGHT OF WAY CG = CURB AND GUTTER CB = CATCH BASIN BC = BACK CF CURB SDMH= STORM DRAIN MANHOLE F.O.C., FC = FACE OF CURB N. T. S= NOT TO SCALE BFC = BOTTOM FACE OF CURB S /W= SIDEWALK CONC = CONCRETE PROP-- PROPOSED PCC = PORTLAND CEMENT CONCRETE TEMP= TEMPORARY PP = POWER POLE DIAM= DIAMETER N, E, W, S = NORTH, EAST, WEST, SOUTH CONST= CONSTRUCTION ELEV. = ELEVATION CPE= CORRUGATED POLYETHELINE PIPE E.O.P. = EDGE OF PAVING P.E.= POLYETHYLENE PIPE EX., EXIST = EXISTING HDPE= HIGH DENSITY POLYETHELENE F.G.= FINISHED GRADE D.I., DIP = DUCTILE IRON PIPE RD= ROAD .«► EVP DETECTOR W/ CONFIRMATION LIGHT C /L, C. L. = CENTER -INE EVP CONFIRMATION LIGHT ONLY MIN= MINIMUM PEDESTRIAN HEAD MAX= MAXIMUM }- SIGN ON MAST ARM TYP= TYPICAL. (D POLE NUMBER FH = FIRE HYDRANT O CONSTRUCTION NOTE FL = FLANGE Q WIRE NOTE F.L.= FLOWLINE F.O.C= FACE OF CONCRETE MJ = MECHANICAL JOINT ASSY= ASSEMBLY 8.0.= BLOW -OFF G.V.= GATE VALVE STA= STATION 10 -6 -091 RECORD DRAWINGS DATE I REVISIONS rViTI M7 City of Renton Fire Department 1055 South Grady Way Renton, Washington 98057 Attn: Corey Thomas Telephone: 425/430-7024 City of Renton Utility Maintenance 1055 South Grady Way Renton, Washington 98057 Attn: Mike Stenhouse, Maint Svcs Dir George Stahl, Maint Svcs Supv Telephone: 425 /430 -7400 City of Renton Police Department 1055 South Grady Way Renton, Washington 98057 Attn: Kevin Milosevich, Chief Telephone: 425 /430 -7503 Attn: Sherry Smith, Admin, Secretary Telephone: 425 /430 -7507 City of Renton Wastewater Maintenance 1055 South Grady Way Renton, Washington 98057 Attn: Rich Marshall, Wastewater Special Projects Manager Telephone: 425/430-7400 City of Renton Water Maintenance 1055 South Grady Way Renton, Washington 98057 Attn: Ray Sled, Water Maint Mngr Telephone: 425/430-7400 AT &T Broadband 20811 - 84th Avenue South, Suite 101 Kent, Washington 98032 Attn: Mike Martos Telephone: 206/396-6405 Qwest Communications 23315 - 66th Avenue South Kent, Washington 98032 Attn: Melanie Wheeler Telephone: 206/345-4055 Comcast Cable 4020 Auburn Way, North Auburn, WA 98002 Attn: Bill Walker Telephone: 206/255-6975 360 Network Attn: Will Dronen Telephone: 206/920-0248 Puget Sound Energy - Gas /Power T=346402 P.O. Box 9 MS- XRD -01 W Bellevue, Washington 98009 -0868 Attn: Cod Olson n Telephone: 425/462-3351 206/992 -3315 PLANS PREPARED BY: City of Renton Department of Public Works DAVID ASSOCIATES � Q nNOASSOCIATES INC. n O 415 -118th A"nw 3E 1055 S. Grady Way t WaeMpglon � Phow 425.519.8500 Renton, Washington 98057 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 Puget Sound Energy - Gas (Pilchuck) P.O. Box 2579 Kirkland, 'Washington 98083 -2579 Office: 425- 952 -6235 x156 206 - 396 -0528 Devin Boblitt 6725 116th Avenue NE, Suite 200 Kirkland, ',WA 98033 King County 201 South Jackson Street MS: KSC' -TR -0231 Seattle, 'NA 98104 Attn: Ead Fisher Telephone: 206/296-6576 King County 201 South Jackson Street MS: KSC'-NR -0600 Seattle, WA 98104 Attn: Mark Wilgus Telephone #: 206 /263 -6324 Metro /Bu's 1270 Sixth Avenue South, MS -QS Seattle, Washington 98134 Telephone: 206/684-2732 Attn: Patt Comstock Richard (Garcia: 206/684 -2785 Jim Kost: 206/685 -2785 206/345-4055 Underground Utilities Location (Center ( "One -Cc {I" Center) 1- 800 -4 24- 5555[ GJ1 ] CALL BEFORE YOU DIG Call: TOLL FREE 1- 800 - 424 -5555 RECORD DRAWINGS NE SUNSET BLVD (SR 900) AND HOGUTAM AVE NE TRAFFIC SIGNAL SHEET LG01 2 OF 9 alb. 3* : A MONUMENT D PROPOSED CONCRETE SIDEWALK # - -* STREET LIGHT 0 STREET LIGHT J -BOX REMOVE ASPHALT CONCRETE PAVEMENT i STREET SIGNAGE MAIL BOX REMOVE CONCRETE SIDEWALK A CATCH BASIN TYPE 1 (AS NEEDED) O CATCH BASIN TYPE 2 N WATER VALVE D PROPOSED ASPHALT CONCRETE PAVEMENT FIRE HYDRANT ASSEMBLY TRAFFIC SIGNAL POLE s VEHICLE HEAD TRAFFIC SIGNAL POLE WITH LUMINAIRE �► VEHICLE HEAD WITH LEFT TURN ARROW i TYPE PS OR TYPE PPB POLE .«► EVP DETECTOR W/ CONFIRMATION LIGHT ►� TRAFFIC DETECTION CAMERA EVP CONFIRMATION LIGHT ONLY oV11' - -� TRAFFIC VIDEO DETECTION AREA PEDESTRIAN HEAD m JUNCTION BOX TYPE 1 }- SIGN ON MAST ARM 0 JUNCTION BOX TYPE 2 (D POLE NUMBER 0 JUNCTION BOX TYPE 3 O CONSTRUCTION NOTE m SIGNAL CONTROLLER Q WIRE NOTE ® SERVICE ® UNINTERRUPTIBLE POWER SUPPLY (UPS) O TRAFFIC LOOP 10 -6 -091 RECORD DRAWINGS DATE I REVISIONS rViTI M7 City of Renton Fire Department 1055 South Grady Way Renton, Washington 98057 Attn: Corey Thomas Telephone: 425/430-7024 City of Renton Utility Maintenance 1055 South Grady Way Renton, Washington 98057 Attn: Mike Stenhouse, Maint Svcs Dir George Stahl, Maint Svcs Supv Telephone: 425 /430 -7400 City of Renton Police Department 1055 South Grady Way Renton, Washington 98057 Attn: Kevin Milosevich, Chief Telephone: 425 /430 -7503 Attn: Sherry Smith, Admin, Secretary Telephone: 425 /430 -7507 City of Renton Wastewater Maintenance 1055 South Grady Way Renton, Washington 98057 Attn: Rich Marshall, Wastewater Special Projects Manager Telephone: 425/430-7400 City of Renton Water Maintenance 1055 South Grady Way Renton, Washington 98057 Attn: Ray Sled, Water Maint Mngr Telephone: 425/430-7400 AT &T Broadband 20811 - 84th Avenue South, Suite 101 Kent, Washington 98032 Attn: Mike Martos Telephone: 206/396-6405 Qwest Communications 23315 - 66th Avenue South Kent, Washington 98032 Attn: Melanie Wheeler Telephone: 206/345-4055 Comcast Cable 4020 Auburn Way, North Auburn, WA 98002 Attn: Bill Walker Telephone: 206/255-6975 360 Network Attn: Will Dronen Telephone: 206/920-0248 Puget Sound Energy - Gas /Power T=346402 P.O. Box 9 MS- XRD -01 W Bellevue, Washington 98009 -0868 Attn: Cod Olson n Telephone: 425/462-3351 206/992 -3315 PLANS PREPARED BY: City of Renton Department of Public Works DAVID ASSOCIATES � Q nNOASSOCIATES INC. n O 415 -118th A"nw 3E 1055 S. Grady Way t WaeMpglon � Phow 425.519.8500 Renton, Washington 98057 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 Puget Sound Energy - Gas (Pilchuck) P.O. Box 2579 Kirkland, 'Washington 98083 -2579 Office: 425- 952 -6235 x156 206 - 396 -0528 Devin Boblitt 6725 116th Avenue NE, Suite 200 Kirkland, ',WA 98033 King County 201 South Jackson Street MS: KSC' -TR -0231 Seattle, 'NA 98104 Attn: Ead Fisher Telephone: 206/296-6576 King County 201 South Jackson Street MS: KSC'-NR -0600 Seattle, WA 98104 Attn: Mark Wilgus Telephone #: 206 /263 -6324 Metro /Bu's 1270 Sixth Avenue South, MS -QS Seattle, Washington 98134 Telephone: 206/684-2732 Attn: Patt Comstock Richard (Garcia: 206/684 -2785 Jim Kost: 206/685 -2785 206/345-4055 Underground Utilities Location (Center ( "One -Cc {I" Center) 1- 800 -4 24- 5555[ GJ1 ] CALL BEFORE YOU DIG Call: TOLL FREE 1- 800 - 424 -5555 RECORD DRAWINGS NE SUNSET BLVD (SR 900) AND HOGUTAM AVE NE TRAFFIC SIGNAL SHEET LG01 2 OF 9 alb. 3* : 13 04 w KE w w X PROJECT ENGINEER: KIRK HARRIS OXA KAHA 11/02/09 08 10 -6 -091 RECORD DRAWINGS 01 - www"J .ps -CA I FILE: TTRD01RENT000OOOIO.dwg ' DATE I REVISIONS F.Tua i E- �X 12 ,...01 ©1 "1 LEE i 0 10 11 T 6 I\ 19 141 1 I o 171 N 2 T- 346403 o° X RECORD DRAWING 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 0 10 20 40 CONSTRUCTION NOTES ❑1 REMOVE COMPLETE SIDEWALK PANELS AT EXPANSION JOINTS AND CURB AND GUTTER AS NEEDED TO CONSTRUCT WHEELCHAIR RAMP, REPLACE MISSING SIDEWALK AND CURB AND GUTTER AS NECESSARY AFTER WHEELCHAIR RAMP IS CONSTRUCTED PER +IWSDOT STD. PLANS F- 30.10 -00 AND F- 10.16 -00. F3 NOT USED. SAWCUT AND REMOVE EXISTING PAVEMENT. SAWCUT LINE SHALL BE A MINIMUM OF ONE FOOT INSIDE OF EDGE LINE ADJACENT TO PAVEMENT TO BE REMOVED. COORDINATE WITH PHONE COMPANY TO RELOCATE EXISTING FACILITIES. ECOORDINATE WITH PSE TO RELOCATE EXISTING UTILITY POLE AND OVERHEAD WIRES. R7 MAINTAIN AND PROTECT EXISTING GAS UTILITY. MAINTAIN AND PROTECT EXISTING POWER DISTRIBUTION CABLES AND CONDUIT. ❑9 MAINTAIN AND PROTECT EXISTING TELEPHONE CABLES AND CONDUIT. 10 RELOCATE STOP SIGN, POST AND FOUNDATION To STA. 9 +00, 18' RT 11 REMOVE EXISTING PRIVATE SIGN(S) WITHIN RIGHT''. -OF -WAY. R12 COORDINATE WITH PSE TO OBTAIN SINGLE PHASE. 120/240V POWER PER CITY OF RENTON STD. PLAN JO01 FOR SERVICE CABINET FROM EXISTING TRANSFORMER ON EXISTING UTILITY PQIE. 13 COORDINATE WITH ENGINEER ON PLACEMENT OF CONSTRUCT PROJECT SIGNS. SEE SPECIAL PROVISIONS, SECTION 1 -09.7. Renton PREPARED BY: City / of Renton DAVID EVANS Department of Public Works o a ANoASSOCIATES mc. TM Q 415 -1M Avenue BE 1055 S. Grady Way M.� Renton, Washington 98057 RECORD DRAM NE SUNSET BLVD (SR 900) AND H TRAFFIC SIGNAL SITE PREPARATION PLAN' AVE NE ' SHEET RD01 30F 9 -,T46 403 STA. 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 L22 OH off AS —BUILT NOTES w w ASpH au L21 �) U LOCATION OF THE UNDERGROUND CONDUIT BUNDLE INSTALLED BY 360 NETWORKS. TWO OF THESE CONDUITS ARE THE PROPERTY OF CITY OF RENTON. THE TYPICAL DEPTH OF THE CONDUIT BUNDLE IS 42 INCHES TO 48 INCHES. BB WHERE THE TRENCH FOR THE NEW SIGNAL CONDUIT INTERCEPTS THE ROUTE OF THE 360 CONDUIT BUNDLE, LOCATE THE CITY OF RENTON CONDUIT, REMOVE A SEGMENT OF EACH CONDUIT AND INSTALL 2 INCH SCHEDULE 80 PVC CONDUIT INTERCONNECTING THE EXISTING CONDUIT TO THE ADJACENT, NEW HAND HOLE. USE CONDUIT SWEEPS WITH A MINIMUM RADIUS OF 24 INCHES. C REPLACE THIS TYPE 3 JUNCTION BOX WITH A 25 —TA VAULT TO PROVIDE ROOM TO SPLICE FIBER INTO THE SIGNAL CABINET. INCREASE THE SIZE OF THE SPARE 2 INCH CONDUIT TO 3 INCHES. INSTALL DD L CABLE PULL. OADD A 3 INCH SCHEDULE 80 PVC SPARE CONDUIT TO THIS CONDUIT SEGMENT. INSTALL A CABLE PULL. IF ADD A 2 INCH SCHEDULE 80 PVC CONDUIT TO THE ADVANCE LOOP DETECTION CONDUIT TRENCH. INCLUDE A SIDE TRENCH APPROXIMATELY 5 FEET IN LENGTH TO THE BASE OF THE NEW PSE POLE LOCATION AND SWEEP THE NEW CONDUIT TO THE BASE OF THE POLE. OG PROVIDE A NEW POLE RISER TO WITHIN 3 FEET OF THE EXISTING CITY OF RENTON AERIAL FIBER OPTIC CABLE RUN. INSTALL CABLE PULL. DISPLAY NOTES SIGNAL HEAD DISPLAY 1. ALL VEHICLE SIGNAL HEADS O SHALL BE CONVENTIONAL ® O 12" O 12" ALUMINUM TYPE WITH 12" L.E.D. DISPLAYS AND BE EQUIPPED WITH TUNNEL VISORS . 12" . 12" AND ATES AND TYPE M MOUNTS TS PER PER WSDOT STD. PLAN O 12" G NOTE 12" UNLESS OTHERWISE NOTED. PEDESTRIAN HEAD 28, 29, 48, 49 .....— 12" 21, 22, 23, 2. ALL PEDESTRIAN HEADS SHALL 62, 41, 42 vac BI —MODAL BE L.E.D. TYPE AND SHALL HAVE "Z" CRATE VISORS. 61/11 SIGN SCHEDULE 0o g NOTE: MOUNT SIGNS PER WSDOT STD. PLAN G- 30.10 -00. b O O O M� T IBLVD bOQ�IAM AVE NE D3 -301 D3 -301 70" X 12" 70" X 12" R9 -3B R 18" X 12" f! �DREg/ PROJECT ENGINEER: KIRK HARRIS USED i OV .WA DESIGNED BY: SLPO NOT $ '" DRAWN BY: OXA E L USED 9 N 34403 �0 88otBT�� CHECKED BY: KAHA 4. �BgJONAL �� DATE PLATTED: 11/02/09 [FI19 TTTS01RENT00000010.dwg @ II.05.04k 0 SHEET TS03 FOR SIGNAL POLE SPECIFICATIONS. LEFT TURN YIELD ON GREEN R10 -12 24" X 30" 10 -6 -091 RECORD DRAWINGS DATE I REVISIONS 0 V21 \x 8 O� PHASE DIAGRAM L m f %Y] m H1 m RE --- PEDESTRIAN MOVEMENT (PROTECTED) VEHICULAR MOVEMENT (PROTECTED) VEHICULAR THROUGH (PROTECTED) AND LEFT TURN (PERMISSIVE) MOVEMENT VEHICULAR THROUGH (PROTECTED) AND LEFT TURN (PROTECTED) MOVEMENT KAHA APPRVD. ' 02� 0 ,0 20 40 O �r + O RE GENERAL NOTES 1. NOT r� USED LEGEND. 2. NOT NOT USED USED 3. NOT SHEET USED m RE --- PEDESTRIAN MOVEMENT (PROTECTED) VEHICULAR MOVEMENT (PROTECTED) VEHICULAR THROUGH (PROTECTED) AND LEFT TURN (PERMISSIVE) MOVEMENT VEHICULAR THROUGH (PROTECTED) AND LEFT TURN (PROTECTED) MOVEMENT KAHA APPRVD. ' 02� 0 ,0 20 40 O �r + O RE GENERAL NOTES 1. SEE SHEET LGO1 FOR LEGEND. 2. SEE SHEET RD01 FOR ROADWAY PREPARATION PLAN 3. SEE SHEET RD02 (ROADWAY PLAN) FOR CHANNELIZATION AND ROADWAY NOTES. 4. SEE SHEET TS02 FOR WIRING DIAGRAM & SCHEDULE. 5. SEE SHEET TS03 FOR SIGNAL POLE SPECIFICATIONS. 6. SEE SHEET TSO4 FOR TRAFFIC SIGNAL DETAILS. 7. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER THE DETAIL ON SHEET TSO4. I t oo/ Y i p � INN �W ,I �)V 1 , II i o 1 6 ITYI I OJ wl, ADO F G Vt NMI! P01 AREA DETAIL SCALE 1 ":10' o° \ �J \ H 1 \ RECORD DRAWING INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE PROVIDIT_D BY THE CITY OF RENTON AND /OR ITS CONSTRUCTION CONTRACTOR. DAVID EVANS AND ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION TRAFFIC SIGNAL NOTES OCONSTRUCT FOUNDATION PER DETAIL ON SHEET TS03. PROVIDE SPECIAL DESIGN (DOUBLE MAST ARM) TYPE III SIGNAL STANDARD WITH 25 FT. AND 20 FT. MAST ARMS. INSTALL FOUR SIGNAL. HEADS, ONE TENNON FOR FUTURE SIGNAL HEAD, THREE E.V.P. DETECTORS, TWO EVPE CONFIRMATION LIGHTS, ONE TERMINAL CABINET, ONE STREET LIGHT AND THREE SIGNS ALL PER WSDOT STD. PLANS AS AMENDED BY THE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT ST PLAN J -7A. PROVIDE TYPE 1 SIGNAL STANDARD WITH ONE PED HEAD, AND ONE PED PUSH — BUTTON ALL PER WSDOT STD. PLANS AS AMENDED BY Th E SPECIAL PROVISIONS. O3 CONSTRUCT FOUNDATION PER DETAIL Oil SHEET TS03. PROVIDE TYPE III SIGNAL STANDARD, WITH ONE SIGNAL HEAD, TWO PED PUSH BUTTONS, ONE STREET LIGHT AND 41 FT MAST ARM WITH TWO SIGNAL HEADS, TWO PED HEADS, TWO PED PUSH BUTTONS, ONE �EVPE CONFIRMATION LIGHT, ONE TERMINAL CABINET, AND ONE SIGN ALL !PER WSDOT STD. PLANS AS AMENDED BY THE SPECIAL PROVISIONS. O4 CONSTRUCT FOUNDATION PER WSDOT ST PLAN J -7A. PROVIDE TYPE 1 SIGNAL STANDARD WITH ONE PED HEAD, AND ONE PED PUSH — BUTTON ALL PER WSDOT STD. PLANS AS AMENDED BY THE SPECIAL PROVISIONS. O PROVIDE CONTROLLER, SERVICE AND BEES CABINETS ON CONCRETE FOUNDATION PER DETAIL ON SHEET TS04 AND WSDOT STD. PLANS. O6 PROVIDE TYPE 3 INDUCTION LOOP PER - 'WSDOT STD. PLAN J -8c. O7 MOUNT VEHICLE SIGNAL HEAD 21 WITH 'TYPE K MOUNT PER WSDOT STD. PLAN J -6f. OS MOUNT PEDESTRIAN SIGNAL HEADS 29 AND 49 WITH TYPE D MOUNT PER WSDOT STD. PLAN J -6f. O9 MOUNT PEDESTRIAN SIGNAL HEADS 28 AND 48 WITH TYPE E MOUNT PER WSDOT STD. PLAN J -6f. 10 PROVIDE RISER WITH 20 FEET OF SCHEDULE 40 PVC ABOVE 20 FEET OF SCHEDULE 80 PVC PER PSE REQUIRMENTS. LEAVE SUFFICIENT WIRE COILED FOR CONNECTION TO TRANSFORMER BY:OTHERS. 11 VIDEO DETECTION SYSTEM COMPONENTS'' PROVIDED BY OTHERS. LEAVE SUFFICIENT LENGTH OF 6 —CDE CABLE(,) COILED IN BOTTOM OF CABINET OR BELOW MAST ARM GROMMET FOR CONNECTION BY OTHERS. 12 EVPE DETECTOR ONLY. CONFIRMATION LIGHT MOUNTED SEPARATELY. 13 FOUNDATION SHAFT TO BE INSPECTED BY SOILS ENGINEER DURING EXCAVATION. SEE SPECIAL PROVISIONS. I \\ pH CABINET PAD AREA DETAIL \\\ SCALE 1 ":10' \ PLANS PREPARED BY: RECORD DRAWING, City of Renton' DAVID EVANS NE SUNSET BLVD (SR 900) AND HOQUU' Department of Public Works o a AND SS1 CIATE mc. TRAFFIC SIGNAL 1055 S. Grady Way Q Bellevue Wei«, WOOS-3518 Phone, 425.519.6500 Renton, Washington 98057 TRAFFIC SIGNAL PLAN AVE NE SHEET TS01 5 OF 8' f 346445; , a i E 0 0 O POWER IG POLE SERVICE UPS CABINET CONTROLLER CABINET WIRE SCHEDULE 3 — #8 ILL, 1 -2C ZL CONDUIT * * 2G(s) LOOPS PP8 3CS EVP DET 5C PED /VEH HEAD 2C 6 —CDE (CAMERA) #8 GND #8 PWR #2 POWER COMMENTS 1 2 1 =0 745 � ®M• Loops ME 2 2 2 MM MM ME .. ®"' M 3 2 MEN 3 1 1 on EPVE C CONE 4 2 ' ' 1 Mold ME ME ME .. 2 1 M 3 1 1 .... ,. =111111 MIN 5* 2 • ME SPARE 6 2 1 MEN 3 1 1 7 2 2 ME' =N 8 2 1 9 NOT USED 3 3 4 1 1 to* 2 SPARE 11 1 2 2 12 2 2 1 2 13 2 2 3 2 2 EPVE A B CONE. 3 5 3 3 3 14 2 9 15 2 1 2 ILLUMINATION 16 2 3 POWER 17 1 2 1 1 1 2 1 ILL PHOTOCELL 3 5 3 3 3 1 IEPVE A B C CONE 18 2 9 2 I I ISPARE WIRE NOTES: * CONDUIT SHALL BE SCHEDULE 80 PVC AND MAY BE TRENCHED ACROSS ROADWAY. ** USE SCHEDULE 40 PVC CONDUIT EXCEPT AS NOTED. OSEE AS —BUILT NOTES ON SHEET TS01 PROJECT ENGINEER: KIRK HARRIS 110-6-091 RECORD DRAWINGS KAHA DESIGNED BY: SLPO CHECKED BY: KAHA DATE PLOTTED: 11/02/09 FILE: TTTS02RENT00000010.dwg DATE I REVISIONS APPRVD. 0 r, 2 3C EVPE A CONFIRMATION LIGHT POLE NO.1 2C(s),1 -5C c9 0. v PHOTOCELL TERMINAL CABINET 1 VDB v 42 EVPE B CONFIRMATION TERMINAL CABINET 3 1- 2C(s),3 -5C, 1--6 CDE, 1 -2C 0 U JUNCTION BOX POLE NO.2 EVPE C CONFIRMATION LIGHT POLE L0 NO.3 I PLANS PREPARED BY: City of Renton Department of Public Works DAVID EVANS Q Q ANOASSOCIATSE INC. 415 -116M Avenue 3E 1055 S. Grady Way Q I Wa•hi gion 98005 -� Phone,* 4211519.65DO Renton, Washington 98057 G L61 0l0 1111MA1 ►! 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 1 L62 NOTE: WIRING DIAGRAM AND WIRE SCHEDULE DRAWN AS DESIGNED (NOT AS- BUILT) SEE AS- BUILT MOTES ON SHEET T301 —R- -o- -G- -B- -W- =R= =0= =G= =B= =W= —R- -0- -G- -B- -W- -R- -o- -G- -B- -W- Vehicle Displays �o Pedestrian Displays =R 721 Q rn MM • =0 725 =R 741 Q m fM ME 742 Q °J ro m =0 745 � ®M• Loops ME �►1 MM MM ME .. ®"' M DO MM MEN M❑• ME ME on ®� MM ME ' ' MIN Mold ME ME ME .. =11111 M rs ME ME ME ME .... ,. =111111 MIN M04 RECORD DRAWII NE SUNSET BLVD (SR 900) AND H TRAFFIC SIGNAL TRAFFIC SIGNAL WIRING Controller Terminals 1 �4TC 1 Pedestrian Displays =R 721 Q rn =G 722 N � ✓9 =0 725 =R 741 Q m =G 742 Q °J ro m =0 745 � Loops 1 �4TC 1 Pedestrian Pushbuttons =W =B —W =8 °�B man =NMI ME ��• ®.. M0 ME MKI ME min MEN M❑• on ®� ME Mold MIN ME MIN • ME MEN ME' =N Pedestrian Pushbuttons =W =B —W =8 E. V. P. E. Detection MM • °�B man =NMI ME .: E. V. P. E. Detection MM • man IMSIN ME .: MM • man IMSIN ME .: ®�11 �U • • M MEN Preempt Wiring Code Orange 24 volt Yellow Call Blue Spare Drain Ground Terminal Coding ® Connect to Neutral Buss © Control Side Terminal Connection ® Connect to Detector Common Buss Spare AVE NE SHEET !S- 02 6 aP 9 IAM QI� %/-3`F6�06 man ME MEN Preempt Wiring Code Orange 24 volt Yellow Call Blue Spare Drain Ground Terminal Coding ® Connect to Neutral Buss © Control Side Terminal Connection ® Connect to Detector Common Buss Spare AVE NE SHEET !S- 02 6 aP 9 IAM QI� %/-3`F6�06 FOUNDATION DEPTH TABLE 40' I I XYZ (CUBIC FEET) ALLOWABLE LATERAL U J r BEARING PRESSURE FOUNDATION TYPE 11,111 AND SD MAST ARM STANDARDS (psf) TYPE 600 900 11,200 1 1,500 1,900 12,300 19.2' 3' ROUND 10' 10' 11' 11' 13' 15' 1,000 3' SQUARE 8' 8' 9' 9' 10' 11' 17.0' 4' ROUND 8' 8' 9' 9' 10' 11' B1 3' ROUND 8' 8' 9' 11' 13' 15' 1,500 3' SQUARE 7' 7' 7' 8' 8' 9' 19.6' 4' ROUND 7' 7' 7' 8' 8' 9' 19.0' 3' ROUND 6' 6' 7' 11' 13' 15' 2,500 3' SQUARE 6' 6' 6' 6' 7' 7' 4' ROUND 6' 6' 6' 6' 7' 7' THIS TABLE BASED ON A / O✓ALUE OF 26. FOR DOUBLE MAST ARM STANDARDS WITH 90' BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE ARM STANDARDS IF THE ANGLE IS NOT 90'. 3/4" CHAMFER CLASS 3000 CONCRETE 8 NO. 8 BARS EQUALLY SPACED I ' 9, 3/8 " DIA. PLASTIC DRAIN TUBE GROUT PAD THICKNESS= NUT HT. +1" MAX PAVED SURFACE 2 1/2 " CL \ #4 HOOPS, RD. OR SQ. AT 1' -0" APPROX. CTRS. 3' SQ. OR RD., OR 4' RD. FOUNDATION DETAIL H a U p Z - \ O N z Z 0 LI- LE ORIENTATION PO E2 NF �O *90' I 180° U ' *90'r J z 90° 270° Q b ATTACHMENT POINT ALL HANDHOLES AT 180° FROM E1 SIGNAL STANDARD IDENTIFICATION TAG DETAIL STD. NO. XX SIGNAL STANDARD NO. SRXXX, MP XXX.XX STATE ROUTE AND MANUFACTURER MILE POST NO. APPROVED DWG. XXXXXX APPROVED DRAWING NO. FAB. X /XX /XXXX FABRICATION DATE NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE, SIGNAL AND LUMINAIRE MAST ARM - LOCATED WITHIN 6" OF THE POLE SHAFT CONNECTION POINT. TEXT SHALL BE A MINIMUM OF 3/16 " HIGH, STAMPED OR EMBOSSED. 1 K SIGNAL ARM B8 DEGREES THE T PLATE THEN THE GN POLE B1 - LOCATION STATION :� 1�- �W -� -POLE ORIENTATION ANGLE (P.O.A.) POLE ORIENTATION DEGREES CLOCKWISE FROM OFFSET LINE LINE TO POLE ORIENTATION LINE (SETS ANCHOR BOLT ORIENTATION) POLE ORIENTATION AND n ATTACHMENT POINT DETAIL ( q I TYPE PPB PPB POST I 00 TYPE PS PED. HEAD STANDARD M G 9 9 G 2 I � 0 I 0 I I I cc TYPE I VEHICLE HEAD STANDARD STD. NO. 02 SR97, MP 069.09 MANUFACTURER APPROVED DWG. AB12345 FAB. 6/14/2002 B2 33 B55/- b d B6 SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE , 40' I I 50' 53' -150' U J r MAX. CLASS 3000 CONCRETE 8 NO. 8 BARS EQUALLY SPACED I ' 9, 3/8 " DIA. PLASTIC DRAIN TUBE GROUT PAD THICKNESS= NUT HT. +1" MAX PAVED SURFACE 2 1/2 " CL \ #4 HOOPS, RD. OR SQ. AT 1' -0" APPROX. CTRS. 3' SQ. OR RD., OR 4' RD. FOUNDATION DETAIL H a U p Z - \ O N z Z 0 LI- LE ORIENTATION PO E2 NF �O *90' I 180° U ' *90'r J z 90° 270° Q b ATTACHMENT POINT ALL HANDHOLES AT 180° FROM E1 SIGNAL STANDARD IDENTIFICATION TAG DETAIL STD. NO. XX SIGNAL STANDARD NO. SRXXX, MP XXX.XX STATE ROUTE AND MANUFACTURER MILE POST NO. APPROVED DWG. XXXXXX APPROVED DRAWING NO. FAB. X /XX /XXXX FABRICATION DATE NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE, SIGNAL AND LUMINAIRE MAST ARM - LOCATED WITHIN 6" OF THE POLE SHAFT CONNECTION POINT. TEXT SHALL BE A MINIMUM OF 3/16 " HIGH, STAMPED OR EMBOSSED. 1 K SIGNAL ARM B8 DEGREES THE T PLATE THEN THE GN POLE B1 - LOCATION STATION :� 1�- �W -� -POLE ORIENTATION ANGLE (P.O.A.) POLE ORIENTATION DEGREES CLOCKWISE FROM OFFSET LINE LINE TO POLE ORIENTATION LINE (SETS ANCHOR BOLT ORIENTATION) POLE ORIENTATION AND n ATTACHMENT POINT DETAIL ( q I TYPE PPB PPB POST I 00 TYPE PS PED. HEAD STANDARD M G 9 9 G 2 I � 0 I 0 I I I cc TYPE I VEHICLE HEAD STANDARD STD. NO. 02 SR97, MP 069.09 MANUFACTURER APPROVED DWG. AB12345 FAB. 6/14/2002 B2 33 B55/- b d B6 SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE , LIMITS OF VERTICAL CLEARANCE REQUIREMENT H h I ' 1 I VZKO)MOINIMAITA10 i' 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 311 C IF H a or b HI♦II14 INl � Q \ 1 o 20 A ROADWAY TYPE II TYPE III TYPE IV TYPE V ""CURB OR EDGE OF SHOULDER MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN TYPE SD SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART 40' 45' 50' 53' -150' TYPE MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 3 SECTION 12" 16.5 17.5' 16.5 19.2' 16.5 20.9' 16.5 22.0' (X)(Y)(Z) ARM(FT) DEPTHS(FT) STATION OFFSET LT. RT. 4 SECTION 12" 16.5 17.0' 16.5 18.0' 16.5 19.7' 16.5 20.8' B11 B1 B2 B3 B6 B9 B11 TOTAL(FT) ® 5 SECTION 12" 16.5 17.0' 16.5 17.5' 16.5 18.5' 16.5 19.6' NE SUNSET BLVD 24 +63 30 X 0 SD 19.0' 40' LIMITS OF VERTICAL CLEARANCE REQUIREMENT H h I ' 1 I VZKO)MOINIMAITA10 i' 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 311 C IF H a or b HI♦II14 INl � Q \ 1 o 20 A ROADWAY TYPE II TYPE III TYPE IV TYPE V ""CURB OR EDGE OF SHOULDER MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN TYPE SD SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART STD. No. SR SR FIELD LOCATION TYPE MOUNTING HEIGHT(FT) SIGNAL MAST ARM DATA LUMINAIRE POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION ** REMARKS DESIGNED BY: SLPO MILE OFFSET DISTANCES (FT) (Z) (POLE CL TO ATTACHMENT POINT) WINDLOAD AREAS (FT) (X)(Y} (X)(Y)(Z) ARM(FT) DEPTHS(FT) STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 B5 B6 B8 B11 B1 B2 B3 B6 B9 B11 TOTAL(FT) ® No. POST REVISIONS C D E1 E2 I F G1 G2 H 11 12 SRO. S so. 4' RD. 1 900 NE SUNSET BLVD 24 +63 30 X 0 SD 19.0' 40' *25' 22' 19' 15 2' 9' 14' 5' 8.7 5 8.7 8.7 6.0 492 0 0 60 270 180 0 12' 10' 10' DOUBLE MAST ARM 0 900 NE SUNSET BLVD 20' 10' 16' 15' 5' 8.7 8.7 7.0 296 270 2 900 NE SUNSET 25 +73 29.5 X 0 I 0 0 BLVD 3 900 NE SUNSET BLVD 25 +78 44 X 0 III 23.7' 40' 41' 31' 36' 24' 8.7 8.7 6.0 771 225 0 90 180 180 0 270 12' 10' 10' 4 _ HOQUTAM 9 +95 35 X 0 I 45 90 07 AVE NE Al A Lf 091, NUIES OMOUNTING COUPLING INSTALLED AT 2 FIELD INSTALLED. OFFSET DISTANCE INDICATED IN CHART. * INSTALL TENON FOR FUTURE SIGNAL ** FOUNDATION SHAFT TO BE INSPECTED BY SOILS ENGINEER DURING EXCAVATION. SEE SPECIAL PROVISIONS. PLANS PREPARED BY: City of Renton DAVID EVANS Department of Public Works e Q ANo ASSOC I AT ES INC. 415 - tM Avenue SE 1055 S. Grady Way Q eelevw weenoon -M Renton, Washington 98057 Piwne: 425.519.8500 LEGEND a. Vehicle Display b. Sign c. Street Name Sign d. Pre -Empt Detector and /or Confirmation Light e. Deleted (10/22/90) f. Luminaire g. Pedestrian Display h. Cabinet i. PPB -M j. Handhole k. Video Camera RECORD DRAWING, ON NE SUNSET BLVD (SR 900) AND HOOUTAM AVE NE TRAFFIC SIGNAL TRAFFIC SIGNAL POLE SCHED SHEET TS03 7 OF 9 6W.1-1-34007 gDRE{{ PROJECT ENGINEER: KIRK HARRIS 10 -6 -09 RECORD DRAWINGS KAHA t� DESIGNED BY: SLPO DRAWN BY: OXA S � 34403 � 4'OI8T88�' CHECKED BY: KAIIA i e10NAL DATE PLOTTED: 11/02/09 FILE: TTTS03RENT000OOOIO.dwg DATE REVISIONS APPRVD. il_05-09 * INSTALL TENON FOR FUTURE SIGNAL ** FOUNDATION SHAFT TO BE INSPECTED BY SOILS ENGINEER DURING EXCAVATION. SEE SPECIAL PROVISIONS. PLANS PREPARED BY: City of Renton DAVID EVANS Department of Public Works e Q ANo ASSOC I AT ES INC. 415 - tM Avenue SE 1055 S. Grady Way Q eelevw weenoon -M Renton, Washington 98057 Piwne: 425.519.8500 LEGEND a. Vehicle Display b. Sign c. Street Name Sign d. Pre -Empt Detector and /or Confirmation Light e. Deleted (10/22/90) f. Luminaire g. Pedestrian Display h. Cabinet i. PPB -M j. Handhole k. Video Camera RECORD DRAWING, ON NE SUNSET BLVD (SR 900) AND HOOUTAM AVE NE TRAFFIC SIGNAL TRAFFIC SIGNAL POLE SCHED SHEET TS03 7 OF 9 6W.1-1-34007 0 PROJECT ENGINEER: KIRK HARRIS DESIGNED BY: SLPO DRAWN BY: OXA CHECKED BY: KAHA DATE PLATTED: 11/02/09 FILE: TTTSO4RENT00000010.dwg DRILL & THREAD FOR J" DIAM. BOLT (TYP.) DATE I REVISIONS J " x 2 " LONG PIN HEX SECURITY SCREW S.S. (T)P.) J" DIAM. LIFT HOLE x I" GALVANIZED EEL BAR LOCKING LID DETAIL DRAWINGS APPRVD. J" x 14" x 19" & 17" x 28" GALVANIZED HANDHOLE LID 1" (TYP.) BACK OF SIDEWALK 20" -1 50" SERVICE 1 611 CABINET f 12" NOTES r— 20" -1 46" UPS I CABINET ELEVATION � A f 12" w"� -OTATAITIT It INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE PROVIDED BY THE CITY OF RENTON AND /OR ITS CONSI "RUCTION CONTRACTOR. DAVID EVANS AND ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION 44" -- CONTROLLER CABINET 1. SEE WSDOT STANDARD PLAN J -6c, "PAD MOUNT" DETAIL FOR PEDESTAL DIMENSIONS, REBAR AND CONDUIT PLACEMENT, CABINET ATTACHMENT, AND DRAINS. 2. SEE SHEET TS01 FOR CABINET LOCATIONS AND CONDUIT CONFIGURATION. 3. CABINET DOORS TO BE HINGED AS SHOWN. 4. TOP EDGE OF PAD TO HAVE ONE INCH CAMPHER ON BACK AND SIDES. 5. MAKE PAD 1" TO 2" ABOVE FINISHED GROUND ON BACK AND SIDES. 6. MAKE PAD FLUSH WITH BACK EDGE OF SIDEWALK. 7. MAKE PEDESTAL TOPS LEVEL. CABINET PAD ORIENTATION DETAIL N. T. S. PLANS PREPARED BY: City of Renton Department of Public Works DAVID EVANS Q Q ANOASSOCIATES INC. TM Q 415 -119M Avenue SE 1055 S. Grad Way Bel "m Wa Woon �5-Wis Grady y Phone: 425.519.8500 Renton, Washington 98057 T=31 RECORD DRAWING""' NE SUNSET BLVD (SR 900) AND HOQUIIAM AVE NE TRAFFIC SIGNAL TRAFFIC SIGNAL DETAILS 55" 11-61, l'-6" SHEET TSO4 8 OF 9 Q$;7= 34640?' MM 11 0 SUMMARY OF QUANTITIES ITEM # QTY UNITS ITEM SECTION 1 -04 101 EST FA MINOR CHANGE 102 1 LS CONTRACTOR SUPPLIED SURVEYING 103 EST FA TEMPORARY WATER POLLUTION / EROSION CONTROL 104 1 LS SPILL PREVENTION, CONTROL AND COUNTERMEASURES PLAN 105 EST FA UTILITY POTHOLING 106 EST FA RESOLUTION OF UTILITY CONFLICTS 107 1 LS MOBILIZATION /DEMOBILIZATIONI, SITE PREPARATION & CLEAN -UP 108 1 LS TRAFFIC CONTROL SECTION 2 -01 109 1 LS CLEARING AND GRUBBING SECTION 2 -02 110 225 LF SAW CUTTING 111 50 SY REMOVE SIDEWALK 112 20 LF REMOVE CURB AND GUTTER 113 5 TON COLD MIX 114 115 SY REMOVE ASPHALT CONCRETE PAVEMENT SECTION 2 -03 115 10 CY ROADWAY EXCAVATION INCLU113ING HAUL 116 56 TON GRAVEL BORROW INCLUDING HAUL SECTION 4 -05 117 115 TON CRUSHED SURFACING BASE COURSE SECTION 5 -04 118 170 TON HMA CL. 1/2 PG 64 -22 SECTION 8 -11 119 252 LF BEAM GUARDRAIL TYPE 1 120 2 EA BEAM GUARDRAIL ANCHOR TYPE 1 121 255 LF REMOVING GUARDRAIL 122 2 EA REMOVING GUARDRAIL ANCHOR SECTION 8 -14 123 1 EA SIDEWALK RAMP TYPE 2, CEMENT CONCRETE SECTION 8 -20 124 1 LS TRAFFIC SIGNAL SYSTEM COMPLETE SECTION 8 -22 125 367 LF REMOVE PAINT LINE 4 -INCH WIDE 126 65 LF REMOVE PAINT LINE 8 -INCH WADE 127 1 EA REMOVE PLASTIC TRAFFIC MARKING 128 27 LF REMOVE PLASTIC LINE 24" WIDE 129 406 LF PAINT LINE 130 13 LF APPROACH LINE 131 66 LF PLASTIC STOP LINE 132 2 EA PLASTIC TRAFFIC ARROW 133 295 SF PLASTIC CROSSWALK LINE 134 140 LF PROFILED PLASTIC LINE PROJECF ENGINEER: KIRK HARRIS 10 -6 -09 RECORD DRAWINGS KAHA DESIGNED BY: SLPO DRAWN BY: OXA CHECKED BY: KAHA DATE PLOTTED: 11/02/09 FILE: TTSQOIRENT0000001O.dwg DATE REVISIONS APPRVD. •'0 0 1 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 PLANS PREPARED BY: RECORD DRAWN I City of Renton DAVID EVANS NE SUNSET BLVD (SR 900) AND HOI Department of Public Works o a AND ASSOCI AT Nth INc. TM Q 415 - , A1erm SE TRAFFIC SIGNAL 1055 S. Grady Way ems" We&koon woos M Renton, Washington 98057 425M.61500 n9 SUMMARY OF QUANTITI T- 346409 AVE NE METSQ01 9 OF 9 Cr, i; T- 346 4-0 I®