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HomeMy WebLinkAboutT-4200110 0 N T 1 W w x 0 ILL m O U KEY 1 CENTER PIPE 3 SIDE MOUNT 11 CHASE NIPPLE 4 TYPE A - PEDESTRIAN 12 NIPPLE TYPE H - VEHICLE ® SERRATED ELBOW 13 0 SERRATED OR FLANGED ELBOW © REAMED TEE WITH SET SCREW O7 REAMED ELBOW WITH SET SCREW BRONZE TERMINAL COMPARTMENT WITH: 0 •GASKETED COVER •FASTENERS • WIRE LEADS • MOUNTING SADDLE FOR SIDE MOUNTS ON ROUNDIfAPERED POLES - OMIT SADDLE ON 2 MULTI -SIDED POLES j • 1/4" (IN) DIAM. DRAIN HOLE • 12-POSITION TERMINAL STRIP • WIREWAY FOR SIDE MOUNTS BRONZE COLLAR - 4 1/4" (IN) I.D. OFFSET OPENING W/SET SCREWS t' 10 ORNAMENT CAP 11 NEOPRENE GASKET 1 12 WASHER 13 CONDUIT LOCKNUT 14 TYPE E HINGE CLAMSHELL MOUNT - LEFT OR RIGHT, SEE CONTRACT 15 FASTENER WITH SPACER - • 1/2" (IN) LAG SCREWS ON WOOD POLE 9 • 1/2" (IN) BOLTS TAPPED TO METAL POLE &FLATHEAD SOCKET BOLT 17 1/2" (IN) INSERT HOLE FOR EXTERNAL WIRE ENTRANCE (REQUIRED ON TIMBER POLE MOUNTING ONLY) 18 TERMINAL BLOCK AND PHENOLIC TAG 19 INSULINER - 1" (IN) MIN. DIAM. HOLE 20 SIGNAL HEAD WITH BACKPLATE 21 FIELD DRILL POLE AND INSERT AN INSULINER TOP MOUNT OR SIMILAR DEVICE TO PROTECT CONDUCTORS 2© SIMILAR TO ( WITH BRONZE INTEGRAL COLLAR TYPE D - PEDESTRIAN - OFFSET BRONZE COLLAR TO FRONT (23 1/2" (IN) DIAM. x 3" (IN) LONG BOLT WITH WASHER OR VEHICLE (SHOWN) - OFFSET BRONZE COLLAR TO BACK 1j)#4-,,, L J J w ❑ ❑ J z W 3 SIDE MOUNT TYPE B - PEDESTRIAN TYPE K - VEHICLE TYPE E MOUNTING DETAILS TOP MOUNT TYPE C -PEDESTRIAN TYPE F -VEHICLE PEDESTRIAN HEAD SIDE MOUNT (LEFT SIDE SHOWN) TYPE E - COUNTDOWN LED PEDESTRIAN HEAD NOTES 1. See Contract for head type, mounting height, and orientation. 2. All nipples, fittings, and center pipes shall be 1 1/2" (in) diameter. 3. Install neoprene gasket inside head when flanged elbows are supplied. 4. Extend wire sheath a minimum of 1" (in) inside all signal and sign housings and terminal compartments. <t 5. Apply bead of silicone to the serrated ring and around the perimeter of all top openings prior to installation of fittings. 6. See Standard Specification 9-29.16 for backplate requirements. Where required, prismatic sheeting shall be applied in accordance with the manufacturer's recommendations. The application surface of the backplate shall be cleaned, degreased with isopropyl alcohol, and dried prior to application of the sheeting. 7. Drill a 1/4" (in) drain hole in the bottom of each signal display assembly, and one in the bottom of each pedestrian head. When signal display assembly is mounted horizontally, drill a 1/4" (in) drain hole at the lowest point of each section of the signal assembly. OF�WdSy�Nc� �O .9 39820 �ssIONAL ai ey, Ted ,6 Jul 8 2015 3:09 PM SICaNAL HiAD MOUNTIN�a DETAILS - POLE AND POST TOP MOUNTINGS STANDARD PLAN J-75.10-02 SHEET 1 OF 1 SHEET APPROVED FOR�UBLICATIPNtf 41 arpenter, e Z:L-f,Jul 10 2015 7:19 AM _ STATE DESIGN ENGINEER T Washington State Department of Transportation TOP OF POST ivI 3" (IN) PIPE CAP NOTES 1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. f 2. Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA GROUNDING CONNECTION sEEDETAIL L CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to the PPB post height to _ accommodate plaque and leave a 2" (in) space between signs. ACCESSIBLE PEDESTRIAN o 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. SIGNAL (APS) ASSEMBLY 4. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard. A E; 5. Supplemental Grounding Conductor shall be non -insulated #4 AWG stranded copper and shall be clamped to vertical rebar N a Ji with a connector suitable for use embedded in concrete: Provide 3' - 0" min. slack. Attach to pole grounding stud with a full N FIELD DRILL AND TAP FOR z circle crimp -on connector (crimped with a manufacturer recommended crimper). 1/4-20 THREAD BOLT TYP.) _------- - w 6. Two button installation may require adaptor(s). I� 7„ - - - -- - - - OF PUSHBUTTON PIPE CAP 1/8 1/2" (IN) STEEL - - - - - - - 114" (IN) STEEL TOP OF POST STAINLESS STEEL PLATE PLATE 1 1/2" (IN) DIAM. FLAT WASHER (TYP.) 5/8" IN DIAM. 5/8" (IN) DIAM. HOLE SQUARE HOLE (TYP.) - - 5/8" (IN) DIAM. HOLE (TYP.) °r° PLAN VIEW © z HOLE - - 6" (IN) DIAM. O W © 1/4" (IN) x 1-1/4" (IN) LONG BOLT CIRCLE o N STAINLESS STEEL o t- 1" POST WALL THREADED STUD 3/4" (IN) EQUIPMENT GROUNDING CHAMFER Q _ CONDUCTOR AND FULL CIRCLE L ( STEEL HEX NU)STAINLESS NUTS IN) DIAM. (TYP) 1 # 4 (TYP.) - - a BOLT CIRCLE © O CRIMP -ON CONNECTOR -CRIMPED FINISHED 3 9/16" IN DIAM. 3" IN STEEL PIPE = 3" (IN) STEEL PIPE WITH A MANUFACTURER'S 1 1/2" ( ) ( ) (SCHEDULE 40) RECOMMENDED CRIMPER GRADE CLR. HOLE (SCHEDULE 40) GROUNDING CONNECTION DETAIL ANCHOR BOLT TEMPLATE * WELD STUD TO POLE WALL TO MAXIMUM EXTENT BASE PLATE DETAIL - r POSSIBLE - 1/2" (IN) MINIMUM WELD TOP OF EQUIPMENT EQUIPMENT GROUNDING CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS SIDEWALK GROUNDING CONDUCTOR BASE PLATE ASSEMBLY - N o I I CONDUCTOR 1/2" (IN) DIAMETER STEEL HEAVY HEX NUT, WITH 1/2" (IN) FLAT WASHER, TWO EACH REQUIRED PER 3/16 ANCHOR BOLT - MINIMUM OF TWO THREADS ABOVE II TOP OF NUT OR 5/8" (IN) MAXIMUM (TYP.) 2 1/2" (IN) CLR. a JOINT FILLER PREMOLDED 1/2" (IN) STEEL BASE PLATE M ° (TYP.) PREM . � 0 1/2" (IN) BASE PLATE - SEE DETAIL :T�. ° GROUT PAD -INSTALL II I 2 # 4 (TYP.) AFTER B 3/8" IN DRAIN TUBE '-i 1/8 =i STANDARD MBING -I" ( ) _ s rr " ANCHOR BOLT TEMPLATE ASSEMBLY TOP OF CURB • ' ANCHOR BOLT TEMPLATE - TWO REQUIRED 2 (C STUBOUT LONG VLINg CONDUIT COUPLING - INSTALL o ° _ PVC 0� 1/2" (IN) x 24" (IN) FULL THREAD ANCHOR y_=WAS FLUSH WITH TOP OF FOUNDATION. BOLTS - FOUR REQUIRED ' : (DO NOT GLUE PVC STUBOUT) ����� \ lNc�o �7- h Iv 1 1/2" CLR. TOP OF SECTION O V (IN) DIAMETER 1/2" (IN) DIAM. STEEL HEAVY HEX NUTS - SIDEWALK 0 ELECTRICAL CONDUIT FOUR REQUIRED PER ANCHOR BOLT f (TYP.) In:a Z 4 14Z FLAT WASHERS - FOUR II 1 1' _6" REQUIRED PER ANCHOR BOLT � II ® y 48e21 O w� SQUARE °PREJOINT rOFILDLERCID 10 AL FAG SECTION OA o �i ANCHOR BOLT TEMPLATE ASSEMBLY -;4 hd2) 2019254PM / (2) # 4 (TYP.) 2 1/2" CLR. (TYP.) 1'-6" REINFORCING STEEL BENDING DIAGRAM SEE STD. SPEC. SECTN. 9-07.1(2) FOR BENDING DIAMETERS 135• HOOK O (TYP.) 1' - 6" o #4 O #4 DIMENSIONS ARE OUT TO OUT ACCESSIBLE PEDESTRIANS # 4 (TYPJ PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-03 CID 1" (IN) DIAMETER + SHEET 1 OF 2 SHEETS ELECTRICAL APPROVED FOR PUBLICATION CONDUIT Roark, Ste°e 6" 1'- 6" Jul 31 2019 12:14 PM _ STATE DESIGN ENGINEER ELEVATION Washington State Department of Transportation TYPE PPB STANDARD DETAILS PERSPECTIVE VIEW 7 DATE REVISION BY DATE DESIGNED BY MRW 05/12/2022 Oj RECORD DRAWINGS KLW 8/27/2024 DRAWN BY MRW 05/12/2022 REVIEWED BY CAC 05/12/2022 8" TYPE PS POLE -DETAIL P+ar ra swq A K B 1/8" t ASTM A-36 3/8" TOP PLATE DETAIL 05.0 (a 0 3.0 Detail i ASTM A-36 FIXED BASE PLATE DETAIL 10.0 06.0 F 10.0 I� G' REINFORCED HAND HOLE WITH COVER i 6.0 I i 4.0 Detail ii MARK ITEM TYPE PS A HEIGHT 8'-0" B POLE BASE DIA 6" C POLE TAPER 0.14/17T D PLATE THICKNESS 5/8" E PLATE WIDTH 10"x 10" F HOLE DIA I" x 3" G BOLT CIRCLE 8"41" I SLIP FITTER 4" I.D. K HAND HOLE SIZE 4" x 6" L 31" A36 TOP PLATE 5" OD x 3"TD Detall u E - D I _ ASTM A-595 ROUND TAPERED STEEL POLE SHAFT ANCHOR BOLTS F1554GR55-GALV ALL HOT DIP GALVANIZED AFTER FABRICATION PER ASTM A-123 POLE SHOULD BE POWDER COATED AS PER RAL 9005 HAMMER FINISH -JET BLACK FOUNDATION AS PER WSDOT STD PLAN J-21.10-04 PUBLIC WORKS 8• TYPE PS POLE eau. rlac� - aoa DEPARTMENT FC G � i i6 a'. J J 0 ❑ z X T 6" (IN) DIAMETER HOLLOW IN �� • �(• CENTER OF GROUT PAD 1� m O 0 z ®#a O • a p �3 #4 • 0 0 • Is 2 1/2" CLR. (TYP.) 2'-0" SQUARE PLAN VIEW 91, FOUNDATION DETAILS 1" (IN) DIAMETER HOLE (TYP.) TYPE PS OR TYPE 1 SIGNAL POLE m 9" (IN) DIAMETER 1/8 BOLT CIRCLE 3/16 ©#4 (TYP.) #4 REINFORCING STEEL QUANTITIES LIST MARK 3� ® ( QTY. 3 2 3 7 3/4" (IN) STEEL PLATE WITH HOLE = POLE BASE + 1/6" (IN) BASE PLATE DETAIL 1" (IN) DIAMETER 1/4" (IN) STEEL HOLE (TYP.) �- PLATE 1 1/2" 1 1/2" 9" (IN) DIAMETER �- BOLT CIRCLE ANCHOR BOLT TEMPLATE REINFORCING STEEL BENDING DIAGRAM SEE STD. SPEC. 9-07.1(2) FOR BENDING DIAMETER 135' I I HOOK - (TYP.) 135° HOOK #4 O (TYP.) #4 2'- 7" 3' _ 2" 0 #4 #4 DIMENSIONS ARE OUT TO OUT CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPO GROUP USA, INC. AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. DocuSign Envelope ID: AOA08484-4OB8-4C5D-B9EO-E7OE51967ED2 POLE AND ALL RELATED HARDWARE/ COMPONENTS SHALL BE LUMINAIRE, MOUNTING, SHROUD AND ARM PER PAINTED RAIL 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 r f TRAFFIC CONTROL DEVICES (MUTCD) 2. VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE PAINTED TRAFFIC YELLOW. VEHICLE SIGNAL HEAD TUNNEL 2 3 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 I 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 �B8 2 3 4 2 3 k B2 B1 1 �5 Wj: B3 87 b B6 B10 B11 B9 b b c a a -------------------a O a SIGNAL HEAD DISPLAY VERTICAL CLEARANCE TO ROADWAY a POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S PLANS SHALL OR BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED e STRUCTURAL ENGINEER 2 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 9 SHALL EXTEND ABOVE THE TOP OF THE TOP HEAVY -HEX NUT. ANCHOR BOLTS MAY BE CUT = TO ACCOMMODATE ANCHOR BOLT COVER = iv %" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT AND CONCRETE SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE 45' 6 2 3 ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION a i ROADWAY CURB OR EDGE OF SHOULDER LIMITS OF VERTICAL CLEARANCE REQUIREMENTS % NOTES TYPE II, III & SO SIGNAL STANDARDS L FOUNDATION PER O 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 LEGEND WSDOT STANDARD SECTION OR GREATER SIGNAL HEADS SHALL USE TYPE M a. VEHICLE DISPLAY 9. PEDESTRIAN DISPLAY PLAN J-26.10 AND MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS. J-26.15. SPECIAL b. MAST ARM MOUNTED SIGN h. TERMINAL CABINET DESIGN REQUIRED O FIELD INSTALLED. IF ALLOWABLE C. STREET NAME SIGN i. APS PUSH BUTTON LATERAL BEARING OLOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC d. PRE-EMPT DETECTOR j. HANDHOLE PRESSURE IS LESS WORKSITRANSPORTATION ENGINEERING PRIOR TO INSTALLATION. THAN 1,000 PSF OR e. POST MOUNTED SIGN k. VIDEO DETECTION CAMERA AS NOTED IN O VIDEO 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 `�v o TYPE II, III, & SD SIGNAL POLE - 140 PUBLIC WORKS ELEVATION EPEP r8B813�1FD96B449D. DEPARTMENT iStuC11�1/5/2020 FN�O DATE HORIZONTAL DISTANCE FROM STOP LINE TO SIGNAL HEAD MIN. I MAX. ALL 40' 45' 50' 53'-180' 3 SECTION 12" 16.5' 17.5' 19.2' 20.9' 22.0' 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' GROUNDING CONNECTION - R SEE STANDARD PLAN J-20.20 EQUIPMENT GROUNDING CONDUCTOR SUPPLEMENTAL GROUNDING BASE PLATE ASSEMBLY - CONDUCTOR (SEE NOTE 5) 3/4" (IN) DIAMETER STEEL HEAVY HEX NUT, 3/4" (IN) STEEL BASE PLATE - SEE DETAIL WITH FLAT WASHER, TWO EACH REQ'D Y PER ANCHOR BOLT - MINIMUM OF GROUT PAD - INSTALL AFTER TWO THREADS ABOVE TOP OF NUT PLUMBING STANDARD OR 5/8" (IN) MAXIMUM (TYP.) 3/8" (IN) I.D. DRAIN TUBE LEVELING NUT (TYP.) G IN GROUT PAD g # 4 2" (IN) LONG PVC STUBOUT 3/4" (IN) CHAMFER (TYP.) _-, _ 1 FINISHED GRADE 1" TO 2" TOP OF FOUNDATION - "r" FLUSH WITH SIDEWALK io TOP OF SIDEWALK 6" (IN) DIAM. HOLLOW IN CENTER OF 12 1/2" CLR. O GROUT PAD 'r - -- _ PREMOLDED --__ r-�i�-;�-' J JOINT FILLER SUPPLEMENTAL GROUNDING ACCESSIBLE PEDESTRIAN CONDUCTOR CLAMP SIGNAL (APS) ASSEMBLY (SEE NOTE 5) I l I TYPE PS OR ©# 4 TYPE 1 SIGNAL POLE � ANCHOR BOLT (TYPE 1 SHOWN) b I ELECTRICAL CONDUIT - SEE o CONTRACT FOR DIAMETER ------------ --- - SECTION O a0 KEY NOTE HAND HOLE CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF O FOUNDATION. (DO NOT GLUE PVC STUBOUT) � ®#4 PREMOLDED M JOINT FILLER N a% - v ` TOP OF CURB f TOP OF FOUNDATION D I; # 4 .17 - O ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER ° I - o I co ANCHOR BOLT TEMPLATE ASSEMBLY ° o ANCHOR BOLT TEMPLATE - TWO REQUIRED 3/4" (IN) x 36" (IN) FULL THREAD ANCHOR 2 1/2" CLR. N BOLT - FOUR REQUIRED 3/4" (IN) DIAM. STEEL HEAVY HEX NUTS - (TYP,) 2' - 0" O FOUR REQUIRED PER ANCHOR BOLT SQUARE PERSPECTIVE VIEW FLAT WASHERS - ELEVATION FOUR REQUIRED PER ANCHOR BOLT FOUNDATION DETAIL TYPE 1 SIGNAL STANDARD DETAILS transpogroulo A9F WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 1 12 � VLgN7° tiv���P�� OF�dSHINco'���® 48821 FBI S T gRF' BSI®NAL ,lackso , Ilinl t 920192s4eM ACCESSIBLE PEDESTRIAN PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-03 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Roark, Steve Jul 31 20I9 12:14 PM _ STATE DESIGN ENGINEER Washington State Department of Transportation -„ T-420011 GMD RENTON Know what's b@IOW. Call before you dig. 52038 sTERti°�ti� o�e< CITY OF RENTON MAY 2022 'NAL AS-BUILTS TRAFFIC SIGNAL DETAILS TS06 SHEET 10 OF 10 SHEETS