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Home My WebLink AboutT-4222020 n W 5W G O 2 ACCESSIBI PEDESTRIA PUSHBUTTC (APS) ASSEMBI ®STARrCROSSNG Watch FchFaror Vehicles DONTSTART el (lyl- Finish Crossing r sle w OBTIME REMAINING To Finish Crossing s DONT CROSS ® PUSH BUTTON TO CROSS INSULINER SLEEVE 9„ R10-3e (RIGHT) WIRE ROUTING PERSPECTIVE VIEW KEY 1 FACE PLATE 2 1/4-20 x 3/8" LONG STAINLESS STEE 3 1/4-20 STAINLESS STEEL SCREWS (V PUSHBUTTON FRAME ADAPTER 5 1/4-20 STAINLESS STEEL BOLT W/ N AND LOCK WASHER PUSHBUTTON STATION 7 DRILL AND TAP SHAFT FOR 1/4" DIAM, BOLT 8 DRILL AND TAP SHAFT FOR 5/8" WIRE GUIDE HOLE - ADD INSULINER KEY START CROSSING ® WatchFar Vehldes ®� Knish Crossing „ I „ r darted REMAINING �8TIME 10 Finish CMBBhV srusr ® DOI CROSS PUSH BUTTON TO CROSS / R10-3e (LEFT) PEDESTRIAN PUSHBUTTON INSTRUCTIONAL SIGN WOOD POLE INSTALLATION ALTERNATIVE 1 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON - TEMPORARY TIMBER STRAIN POLE) 1 FACE PLATE 2 FA x 3/8" LONG STAINLESS STEEL SCREW 3 1/4-20 STAINLESS STEEL SCREWS 4 PUSHBUTTON FRAME ADAPTER 5 LAG BOLT WITH WASHER 6 PUSHBUTTON STATION 7 CONDUIT DIAMETER + 1/8" HOLE THRU POLE 8 CONDULET 9 3/44 CONDUIT 10 LIQUID-TITE FLEX CONDUIT 11 ONE PIECE TWO HOLE CLAMP 12 LAG BOLT 13 INSULINER SLEEVE INSTALL FITTING WITH NYLON WASHER ON OUTSIDE OF HOUSING - SEAL WITH SILICONE AFTER UNIT IS FULLY ASSEMBLED STARTCROSSING ® Watch For Yd*M -®� ARi Finish Crossing r pried REMANNG a8TIME 1b Finish Crossing sr[[m ® DONT CRC PUSH BUTTON TO CROSS R10-3e (MOD.) ATTACH SIGN TO ADAPTER - 1/4-20 x 3/8" STAINLESS STEEL SCREWS (TYP.) iD O o ATTACH ADAPTER TO PUSH- BUTTON STATION - 1/4" DIAM. COUNTERSUNK HOLE, 3/8" LONG 0 FLAT HEAD SCREWS (TYP.) o @ o 9" PEDESTRIAN PUSHBUTTON FRAME ADAPTER EMBLY METAL POLE INSTALLATION PPB-M lel.'li RBORE - DIAMETER ONDULET PRE -DRILL (3) 1/4" WEEP HOLES IN 3 BOTTOM RADIUS OF CONDUIT 12 DRIP LOOP. REAM HOLES WITH DRILL BIT TO ELIMINATE BURRS ACCESSIBLE PEDESTRIAN SIGNAL (ASP) ASSEMBLY WOOD POLE INSTALLATION ALTERNATIVE 2 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON -TEMPORARY TIMBER STRAIN POLE) TEMPORARY TIMBER POLE I0SEp� �N ® oe WA �P ��- c 11to ®> N ® �o� q�BezoR�O Hffi LPs I S T E mfi sIONAL� 0, ACCESSIBLE ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPB) DETAILS STANDARD PLAN J-20.26-01 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich lli 7/12/12 STATE DESIGN ENGINEER DATE ISOMETRIC VIEW Adft T Washington State Department of Transportation (METAL POLE SHOWN) -" 4 x 4 POST WOOD POLE INSTALLATION ALTERNATIVE 3 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON - TEMPORARY TIMBER POLE) JOSEp® fly I g N r i5H`III �o�ct 9FCI S 20 ZONALn B3A`� ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPB) DETAILS STANDARD PLAN J-20.26-01 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich /it 7112112 STATE DESIGN ENGINEER DATE AML T Washington State Department of Transportation 1 BULLETIN #1 2 BULLETIN #2 3 BULLETIN #3 ROW — AS—BUILTS NO. REVISION 3" (IN) PIPE CAP Q w 3" (IN) PIPE CAP NOTES STAINLESS STEEL TOP OF POST Of1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. FLAT WASHER (TYP.) --- -- ---- - --- - 2. Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA TOP of POST CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to post THREE 1/4" (IN) STAINLESS _---_-' -_-_ height to accommodate plaque and leave a 2" (in) space between signs. STEEL HEX NUTS 7, " - 1/4" (IN) x 1 1/4" (IN) LONG i� GROUNDING CONNECTION - 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. L STAINLESS STEEL SEE DETAIL AT LEFT o 4. Junction Box servingthe Standard shall preferably be located 5' - 0" 10' - 0" rom the Standard. P y ( Max.)) THREADED STUD - - - - - - EQUIPMENT GROUNDING POST - - 5. TWO button Installation may require CONDUCTOR adaptor(S). EQUIPMENT GROUNDING CONDUCTOR AND FULL CIRCLE WALL ---------- 1. CRIMP -ON CONNECTOR - CRIMPED — FIELD DRILL AND TAP FOR co O WITH A MANUFACTURER'S RECOMMENDED CRIMPER 1/4-20 THREAD BOLT (TYP.) . i Z w ACCESSIBLE PEDESTRIAN 1/8 * w (n ®°1 SIGNAL (APS) ASSEMBLY GROUNDING CONNECTION * WELD STUD TO POLE WALL TO ,,sT J DETAIL w MAXIMUM EXTENT POSSIBLE ", j_ l 5/8" (IN) DIAMETER Elf HOLE (TYP.; w w a 6" (IN) DIAMETER BOLT CIRCLE ANCHOR BOLT TEMPLATE 7" 5/8" (IN) DIAMETER HOLE (TYP.) 6" (IN) DIAMETER BOLT CIRCLE f� (1/2" (IN) MINIMUM WELD) 10" (IN) OR LESS DESIRABLE - ( f„ % 18" (IN) MAXIMUM 1 1/2" (IN) DIAMETER HOLE 5/8" (IN) DIAMETER HOLE io w i POST DETAIL o fZ O W o [n 1/4" (IN) STEEL �1 EQUIPMENT GROUNDING it PLATE CONDUCTOR _ (n PEDESTRIAN PUSHBUTTON POST - a 3" STEEL PIPE (SCHEDULE 40) g CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF FOUNDATION (DO NOT GLUE PVC STUBOUT) 3/4" (IN) CHAMFER (TYP.) .. Y ► h / `L TOP OF FOUNDATION - N FINISHED GRADE N PREMOLDED JOINT FILLER 3 9/16" (IN) 0 DIAMETER HOLE 1/2" (IN) 3" (IN) STEEL PIPE STEEL PLATE BASE PLATE DETAIL (SCHEDULE 40) EQUIPMENT GROUNDING BASE PLATE ASSEMBLY - CONDUCTOR 1/2" (IN) DIAMETER STEEL HEAVY HEX NUT, WITH FLAT WASHER, TWO EACH REQ'D. PER ANCHOR BOLT - MIN. OF TWO THREADS ABOVE TOP OF 3/16 NUT OR 5/8" (IN) MAXIMUM (TYP.) 3/E (IN)�bj DRAIN TUBE GROUT PAD - INSTALL AFTER y aV_7�� PLUMBING it STANDARD J" " " " ' > > 1/8 0 2" (IN) LONG PVC STUBOUT 1" (IN) DIAMETER ELECTRICAL D DETAIL OA CONDUIT POLE AND ALL RELATED HARDWARE/ COMPONENTS SHALL BE LUMINAIRE, MOUNTING, SHROUD AND ARM PER ---- PAINTED RAL 9005TX "JET BLACK'UNLESS OTHERWISE SPECIFIED STD PLANS 117.1 AND 117.3. LUMINAIRE ARM BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION LENGTH PER DESIGN PLANS ENGINEERING GENERAL NOTES 1. ALL TRAFFIC SIGNAL EQUIPMENT AND SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2. VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE PAINTED TRAFFIC YELLOW. VEHICLE SIGNAL HEAD TUNNEL VISORS SHALL BE PAINTED TRAFFIC YELLOW, INSIDE OF VISOR SHALL BE PAINTED FLAT BLACK 3. ALL VEHICLE SIGNAL HEADS SHALL BE EQUIPPED WITH 5 INCH, 0.058 INCH MIN. THICKNESS, ALUMINUM BACK PLATES WITH 1 INCH RETROREFLECTIVE YELLOW TAPE BORDER. FRONT OF BACK PLATES SHALL BE PAINTED FLAT BLACK, BACK OF BACK PLATES SHALL BE PAINTED TRAFFIC YELLOW 4. BACK OF MAST ARM AND POLE MOUNTED SIGNS, AND ALL MOUNTING HARDWARE SHALL BE PAINTED FLAT BLACK 5. SIGNAL POLES SHALL INCLUDE ANCHOR BOLT COVERS 6. TOP OF FOUNDATION SHALL MATCH TOP OF CURB, SHOULDER, OR SIDEWALK, WHICHEVER IS HIGHEST 7. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139 1 2 B8 2 3 4 2 2 3 k 1 B5Bi O 82 i b B3 b d 86 67 69 1 810 b It el I a I a SIGNAL HEAD DISPLAY VERTICAL CLEARANCE TO ROADWAY HORIZONTAL DISTANCE FROM STOP LINE TO SIGNAL HEAD MIN. MAX. ALL 40' 45' 50, 53'-IW 3 SECTION 12" 16.5' 175 19.2' 20.9' 22.0' 4 SECTION 12" 16.5' 17.0' 18.0' 19.7' 20.8' FINISHED v o �I, GRADE7,J _ v ANCHOR BOLT TEMPLATE ASSEMBLY p ANCHOR BOLT TEMPLATE - TWO REQUIRED � m ; x 1/2" (IN) 18" (IN) FULL THREAD ANCHOR BOLT - FOUR REQUIRED PER ASSEMBLY 1/2" (IN) DIAMETER STEEL HEAVY HEX NUTS - _ a_._ FOUR REQUIRED PER ANCHOR BOLT N _ T FLAT WASHERS - FOUR REQUIRED PER ANCHOR BOLT P � , ° D COMMERCIAL CONCRETE 1" (IN) DIAMETER ELECTRICAL CONDUIT -- 6 1 6 f POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER SQUARE FOUNDATION DETAIL MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO TOP OF ROADWAY h THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMODATE SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST TWO FULL THREADS g SHALL EXTEND ABOVE THE TOP OF THE TOP HEAVY -HEX NUT. ANCHOR BOLTS MAY BE CUT TO ACCOMMODATE ANCHOR BOLT COVER N Yz' MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE 4 SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE 45" 6" 2 3 i 0D ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION N a j ROADWAY CURB OR EDGE OF SHOULDER LIMITS OF VERTICAL CLEARANCE REQUIREMENTS NOTES TYPE II, III & SD SIGNAL STANDARDS O 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 LEGEND FOUNDATION PER WSDOT STANDARD SECTION OR GREATER SIGNAL HEADS SHALL USE TYPE M a. VEHICLE DISPLAY g. PEDESTRIAN DISPLAY PLAN J-26.10 AND MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. J-2615. SPECIAL b. MAST ARM MOUNTED SIGN h. TERMINAL CABINET DESIGN REQUIRED O FIELD INSTALLED, IFALLOWABLE C. STREET NAME SIGN I. APS PUSH BUTTON LATERAL BEARING O LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC d. PRE-EMPT DETECTOR j. HANDHOLE PRESSURE IS LESS WORKS/TRANSPORTATION ENGINEERING PRIOR TO INSTALLATION. THAN 1,000 PSF OR e. POST MOUNTED SIGN k, VIDEO DETECTION CAMERA AS NOTED IN OVIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE f. LUMINAIRE I. PTZ CAMERA WSDOT STANDARD DOES NOT EXIST PLANS ��Y o TYPE II, III, & SD SIGNAL POLE — 140 PUBLIC WORKS ELEVATION �pPRpV 1/5/2020 DEPARTMENT �FNSU� MORnPastUChal 8B8131FD98B449D... DATE 1 12 PERSPECTIVE VIEW i i ELEVATION RECORD DRAWINGS THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD. p,`I_A N M LARS ANDERSEN & ASSOCIATES, INC. � pF WA sh�� CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 0 ` N�� 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 o TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM � Z 56573 �v 4/28/2023 o�FSS�ONAL�-SCOTT A. MOMMER RICE 56573 DATE: LR 8/22/22 DZ SURVDM APEX st�1e Yes MO lil4 LR 9/30/22 DZ "°"m°"F"�'"D' M o CITY OF RLR 10/25/22 DZ LR RENTON LR 4/28/23 DZ LR FULL DATUM DZ AT planning/Building/Public Works Dept. F III OW Npl BY DATE APPR R Mom DZ 80ME A00DFMDW EDGE OF SIDEWALK TOP OF SIDEWALK VLINp of WAsytNco��® Z a w ® 48621 �V F�ISTER� ♦� NAL Jackson, Flinn �% Ju12920192:53 PM ACCESSIBLE PEDESTRIAN PUSHBUTTON POST (PPB) AND FOUNDATION STANDARD PLAN J-20.10-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Roark, Steve Jul 31 20191113 PM cosign _ STATE DESIGN ENGINEER Washington State Department of Transportation T-422202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HOME DEPOT CIVIL CONSTRUCTION PERMIT TRAFFIC SIGNAL DETAILS 100 C) C) N 1 LJ Dart 10/12/2022 W FEUROM Q F� W Dliarno Nor TS1.1 O sHM 30 °F' 55