Loading...
HomeMy WebLinkAboutT-42001001 w U F w LL to U 21 O 6 I e �.� 3 - xY, 23 \ 10 4 KEY 8 CENTER PIPE 3 SIDE MOUNT 11 s 2 CHASE NIPPLE 4 TYPE A - PEDESTRIAN 12 ll ` 03 NIPPLE TYPE H - VEHICLE ® SERRATED ELBOW 13 5O SERRATED OR FLANGED ELBOW © REAMED TEE WITH SET SCREW 7 REAMED ELBOW WITH SET SCREW 8Q BRONZE TERMINAL COMPARTMENT WITH: 0 eGASKETED COVER FASTENERS WIRE • WIRE LEADS • MOUNTING SADDLE FOR SIDE MOUNTS ON ROUND/TAPERED POLES •- OMIT SADDLE ON 2 MULTI -SIDED POLES j • 1/4" (IN) DIAM. DRAIN HOLE • 12-POSITION TERMINAL STRIP • WIREWAY FOR SIDE MOUNTS 9O BRONZE COLLAR •- 4 1/4" (IN) I.D. OFFSET OPENING W/SET SCREWS <h 10 ORNAMENT CAP 11 NEOPRENE GASKET 12 WASHER 13 CONDUIT LOCKNUT 14 TYPE E HINGE CLAMSHELL MOUNT •- LEFT OR RIGHT, SEE CONTRACT 15 FASTENER WITH SPACER -• • 12" (IN) LAG SCREWS ON WOOD POLE 9 • 12" (IN) BOLTS TAPPED TO METAL POLE 16 FLATHEAD SOCKET BOLT 17 12" (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 ©0 SIGNAL HEAD WITH BACKPLATE 21 FIELD DRILL POLE AND INSERT AN INSULINER TOP MOUNT OR SIMILAR DEVICE TO PROTECT CONDUCTORS © SIMILAR TO © VNTH BRONZE INTEGRAL COLLAR TYPE D - PEDESTRIAN -• OFFSET BRONZE COLLAR TO FRONT ©3 12" (IN) DIAM. x 3" (IN) LONG BOLT WITH WASHER OR VEHICLE (SHOWN) - OFFSET BRONZE COLLAR TO BACK a. �. 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. 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. oQWASH� �O 39820 'ALP _*c1 STERN 1� �s1ONAL t, al ey, Ted Jul 8 2015 3:09 PM SIGNAL HEAD MOUNTING DETAILS ^- POLE AND POST TOP MOUNTINGS STANDARD PLAN J-75.10-02 SHEET 1 OF 1 SHEET APPROVED FOR�aUIBBLIrpenJATIer,PW " Jul 10 2015 7:19 AM STATE DESIGN ENGINEER T Washington State Department of Transportation Wit 02 # 4 (TYR) TOP OF POST aI W (IN) PIPE CAP NOTES 1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. 1Q # 4 0 2. Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA GROUNDING CONNECTION •- w CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to the PPB post height to . I SEE DETAIL _ accommodate plaque and leave a 2" (in) space between signs. I. ACCESSIBLE PEDESTRIAN 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. 5. Supplemental Grounding Conductor shall be non -insulated #4 AWG stranded copper and shall be clamped to vertical rebar N a W with a connector suitable for use embedded in concrete: Provide 3' - 0" min. slack. Attach to pole grounding stud with a full •� FIELD DRILL AND TAP FOR Z circle crimp -on connector (crimped with a manufacturer recommended crimper). N 1/4-20 THREAD BOLT TYP.) w 6. Two button installation may require adaptor(s). 0 2 1/2" CLR. 3 1/2" 7" - - - - - v - - - OF PUSHBUTTON PIPE CAP 1/8 7 1/4" (IN) STEEL TOP OF POST STAINLESS STEEL Z (TYP.) 1/2" (IN) STEEL - - - - - - PLATE FLAT WASHER (TYP.) W 1, 6„ PLATE 1 1/2" (IN) DIAM. LL 5/8" (IN) DIAM. N 5/8" (IN) DIAM. HOLE r SQUARE HOLE (TYP.) - � 5/8" (IN) DIAM. HOLE (TYP.) `�' Z PLAN VIEW © Z HOLE - - 6" (IN) DIAM. O w 0\ 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 THREE 114" (IN) STAINLESS CHAMFER © 0 _ CONDUCTOR AND FULL CIRCLE STEEL HEX NUTS (TYP) 1 # 4 (TYP.) Ja 6" (IN) DIAM. 0, 0 CRIMP -ON CONNECTOR - CRIMPED 3" (IN) STEEL PIPE BOLT CIRCLE WITH A MANUFACTURER'S FINISHED 1 112" 3 9/16" (IN) DIAM. 3" (IN) STEEL PIPE = RECOMMENDED CRIMPER (SCHEDULE 40) (SCHEDULE 40) GRADE CLR. HOLE GROUNDING CONNECTION DETAIL BASE PLATE DETAIL `O ANCHOR BOLT TEMPLATE * WELD STUD TO POLE WALL TO MAXIMUM EXTENT - in POSSIBLE - 1/2" (IN) MINIMUM WELD , I 1- TI, T CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS O TOP OF EQUIPMENT EQUIPMENT GROUNDING SIDEWALK GROUNDING CONDUCTOR BASE PLATE ASSEMBLY - NCONDUCTOR 1/2" (IN) DIAMETER STEEL HEAVY HEX NUT, WITH ° I T I ° 1/2" (IN) FLAT WASHER, TWO EACH REQUIRED PER 3/16 ANCHOR BOLT - MINIMUM OF TWO THREADS ABOVE to TOP OF NUT OR 5/8" (IN) MAXIMUM (TYP.) 2 1/2" (IN) CLR. j� PREMOLDED JOINT FILLER I 1/2" (IN) STEEL BASE PLATE M (TYP) I I ° 1/2" (IN) BASE PLATE - GROUT PAD INSTALL 2 # 4 (TYP) SEE DETAIL I f AFTER PLUMBING 1 6 J ! 3/8" IN DRAIN TUBE 1/8 STANDARD I-� ����I• v 1 # 4 (TYP.) TOP OF CURB ( ) = c �? ANCHOR BOLT TEMPLATE ASSEMBLY °. ANCHOR BOLT TEMPLATE - TWO REQUIRED U _ L_ _' ° 2" (IN) LONG FLING° 1/2" (IN) x 24" (IN) FULL THREAD ANCHOR -°-y-- FLUSH WITH TOP OFCONDUIT IFOUNDATION. v `-' _''p PVC STUBOUT OY WASH7N BOLTS - FOUR REQUIRED (DO NOT GLUE PVC STUBOUT) ° " M I' ° 1 1/2" CLR. TOP OF SECTION B N ` l oy 1" (IN) DIAMETER 1/2" (IN) DIAM. STEEL HEAVY HEX NUTS - 1/2" SIDEWALK O 3 Z ELECTRICAL CONDUIT FOUR REQUIRED PER ANCHOR BOLT -� �- 1' - 6"0 4tr FLAT WASHERS -FOUR �� ° - �� � ��� �® 4asz1 O w� REQUIRED PER ANCHOR BOLT a 'nLt ICI STERN SQUARE PREMOLDED 8 G JOINT FILLER s(ONAL SECTION OA 'I' 0 I1 ANCHOR BOLT / � Jackson, Flint TEMPLATE ASSEMBLY /✓�j� v Jul2920192:54PM REINFORCING STEEL BENDING DIAGRAM SEE STD. SPEC. SECTN. 9-07.1(2) FOR BENDING DIAMETERS 135° HOOK Q (TYP.) 1, _ 6„ n ai #4 O #4 DIMENSIONS ARE OUT TO OUT DESIGNED BY DRAWN BY REVIEWED BY ACCESSIBLE PEDESTRIAN 2 # 4 (TYP.) PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-03 to 1" (IN) DIAMETER SHEET 1 OF 2 SHEETS ELECTRICAL APPROVED FOR PUBLICATION CONDUIT Roark, Steve 1. Jl 201912:14 PM ELEVATION - STATE DESIGN ENGINEER PERSPECTIVE VIEW Washington State Department of Transportation TYPE PPB STANDARD DETAILS -" DATE MRW 05/12/2022 MRW 05/12/2022 CAC 05/12/2022 8" TYPE PS POLE DETAIL Pro. m sci.n A B Detail ii E -K T 8" ASTM A-36 3/8" TOP PLATE DETAIL 05.0 0 3.0 Detail i -10.0 M ASTM A FDD:D BASE PLATE DETAIL F 10.0� G REINFORCED HAND HOLE WITH COVER 1 6.0 I I 4.0 Detail II MARK ITEM TYPE PS A HEIGHT 81-0" B POLE BASE DIA 6" C POLE TAPER 0.14/FT D PLATE THICKNESS 5/8" E PLATE WIDTH 10"x 10" F HOLE DIA 1" x 3" G BOLT CIRCLE 8%11" I SLIP FITTER 4" I.D. K HAND HOLE SIZE 4" x 6" L 3/8" A36 TOP PLATE 5" OD x 3"ID ASTM A-595 ROUND TAPERED STEEL POLE SHAFT ANCHOR BOLTS F 1 554GR55-GALV ALL HOT DIP GALVANIZED AFTER FABRICATION PER ASTM A-123 POLE SHOULD BE POWDER COATED AS PER RAE 9005 HAMMER FINISH -JET BLACK FOUNDATION AS PER WSDOT STD PLAN J-21.10-04 PUBLIC WORKS 8" TYPE PS POLE PLAN - 191 DEPARTMENT C''� -sy t a-. DocuSign Envelope ID: AOA08484-4OB8-4C5D-B9EO-E7OE51967ED2 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 f TRAFFIC CONTROL DEVICES (MUTCD) 2 2. VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE PAINTED TRAFFIC YELLOW. VEHICLE SIGNAL HEAD TUNNEL 3 VISORS SHALL BE PAINTED TRAFFIC YELLOW, INSIDE OF VISOR SHALL BE PAINTED FLAT BLACK 27'' _ 3. ALL VEHICLE SIGNAL HEADS SHALL BE EQUIPPED WITH 5INCH, 0.058INCH MIN. THICKNESS, ALUMINUM BACK PLATES WITH 1 INCH RETROREFLECTIVE YELLOW TAPE BORDER. FRONT OF BACK PLATES SHALL BE PAINTED HORIZONTAL DISTANCE MIN. MAX. FROM STOP LINE TO SIGNAL HEAD 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' 19.7' 20.8' (a w D GROUNDING CONNECTION o SEE STANDARD PLAN J-20.20 EQUIPMENT GROUNDING � R I CONDUCTOR � SUPPLEMENTAL GROUNDING I w i • CONDUCTOR SEE NOTE 5 BASE PLATE ASSEMBLY -• w 6" (IN) DIAMETER HOLLOW IN ( ) 3/4" (IN) DIAMETER STEEL HEAVY HEX NUT, } CENTER OF GROUT PAD � 3/4" (IN) STEEL BASE PLATE - SEE DETAIL WITH FLAT WASHER, TWO EACH REQ'D 00 0 0 Y i PER ANCHOR BOLT -MINIMUM OF � ®# 4 • • GROUT PAD -INSTALL AFTER I TWO THREADS ABOVE TOP OF NUT ©# 4 PLUMBING STANDARD OR 5/8" (IN) MAXIMUM (TYP.) 0 3 #4 • 0 0 • (TYP.) I 3/8" (IN) I.D. DRAIN TUBE LEVELING NUT (TYP.) G IN GROUT PAD i �� • • _ • 3/4" (IN) CHAMFER O3 # 4 - 2" (IN) LONG PVC STUBOUT I FINISHED 2 1/2" CLR. I GRADE TOP OF FOUNDATION - (TYP) Q5 # 4 FLUSH WITH SIDEWALK SQUARE TOP OF SIDEWALK O 6" (IN) DIAM. HOLLOW II IN CENTER OF I ;� 2 1/2" CLR. PLAN VIEW O � GROUT PAD 91, FOUNDATION DETAILS PREMOLDED 1" (IN) DIAMETER HOLE (TYP.) JOINT FILLER SUPPLEMENTAL GROUNDING TYPE PS OR TYPE 1 ACCESSIBLE PEDESTRIAN CONDUCTOR CLAMP 5Q# 4 SIGNAL POLE SIGNAL (APS) ASSEMBLY (SEE NOTE 5) 6 #4 I� TYPE PS OR O I 9" (IN) DIAMETER 1/8 BOLT CIRCLE 3/16 REINFORCING STEEL QUANTITIES LIST MARK 0 ® 5Q QTY. 3 2 3 7 TYPE 1 SIGNAL POLE ANCHOR BOLT (TYPE 1 SHOWN) o b ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER ------------ --- - SECTION O 1 12 3/4" (IN) STEEL PLATE WITH HOLE = POLE BASE + 1/6" (IN) KEY NOTE BASE PLATE DETAIL HAND HOLE CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF O FOUNDATION. (DO NOT GLUE PVC STUBOUT) V (IN) DIAMETER PLATE E STEEL ®#4 JOINT FILLER HOLE (TYP.) �- PLATE h (V U N TOP OF 1 1/2" 1 1/2" CURB Di-s`-r TOP OFce) FLING° 9" (IN) DIAMETER FOUNDATION pF WASyt �� �- BOLT CIRCLE 'v N 2 � ANCHOR BOLT TEMPLATE ID I#4 REINFORCING STEEL BENDING DIAGRAM o 1 iv i ° D -_____ __ ______ - __ __ __ �O ! 48821 SEE STD. SPEC. 9-07.1(2) FOR BENDING DIAMETER 135° - ALL ICI STE�� T _ 7„ HOOK I ° ! °I --- --- -- -- __-= 8 G - (TYP.) •I-- -I - - sIONAL fly _ - Jackson Flint N �/ ,129 2019 2:54 PM HOOK # 4 ELECTRICAL CONDUIT SEE ° I ° I m j ACCESSIBLE PEDESTRIAN O (TYP.) CONTRACT FOR DIAMETER PUSHBUTTON WITH # 4 1, 7„ ANCHOR BOLT TEMPLATE ASSEMBLY I - - v CURB BASE J ANCHOR BOLT TEMPLATE - TWO REQUIRED STANDARD PLAN J-20.11-03 3/4" (IN) x 36" (IN) FULL THREAD ANCHOR 2 1/2" CLR. N SHEET 2 OF 2 SHEETS BOLT -FOUR REQUIRED 2 - 7 3 - 2 _ 3/4" (IN) DIAM. STEEL HEAVY HEX NUTS - (TYP.) 2'- 0" t O APPROVED FOR PUBLICATION , FOUR REQUIRED PER ANCHOR BOLT Roark, Sieve # 4 ©# 4 SQUARE PERSPECTIVE VIEW Jul 312019 12:14 PM FLAT WASHERS - ELEVATION FOUR REQUIRED PER ANCHOR BOLT STATE DESIGN ENGINEER DIMENSIONS ARE OUT TO OUT FOUNDATION DETAIL Washington State Department of Transportation TYPE 1 SIGNAL STANDARD DETAILS -" Know what's b@IOW. T-4 2 OO 1 O Cal before you dig. REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING � - .} IL JChavez 05/17/2022 CBarnes 05/17/2022W transpogroulo AUF WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 GMD RENTON is°ER�����~ titi I CITY OF RENTON MAY 2022 NAL TRAFFIC SIGNAL DETAILS 0 TS06 SHEET 10 OF 10 SHEETS (a w D GROUNDING CONNECTION o SEE STANDARD PLAN J-20.20 EQUIPMENT GROUNDING � R I CONDUCTOR � SUPPLEMENTAL GROUNDING I w i • CONDUCTOR SEE NOTE 5 BASE PLATE ASSEMBLY -• w 6" (IN) DIAMETER HOLLOW IN ( ) 3/4" (IN) DIAMETER STEEL HEAVY HEX NUT, } CENTER OF GROUT PAD � 3/4" (IN) STEEL BASE PLATE - SEE DETAIL WITH FLAT WASHER, TWO EACH REQ'D 00 0 0 Y i PER ANCHOR BOLT -MINIMUM OF � ®# 4 • • GROUT PAD -INSTALL AFTER I TWO THREADS ABOVE TOP OF NUT ©# 4 PLUMBING STANDARD OR 5/8" (IN) MAXIMUM (TYP.) 0 3 #4 • 0 0 • (TYP.) I 3/8" (IN) I.D. DRAIN TUBE LEVELING NUT (TYP.) G IN GROUT PAD i �� • • _ • 3/4" (IN) CHAMFER O3 # 4 - 2" (IN) LONG PVC STUBOUT I FINISHED 2 1/2" CLR. I GRADE TOP OF FOUNDATION - (TYP) Q5 # 4 FLUSH WITH SIDEWALK SQUARE TOP OF SIDEWALK O 6" (IN) DIAM. HOLLOW II IN CENTER OF I ;� 2 1/2" CLR. PLAN VIEW O � GROUT PAD 91, FOUNDATION DETAILS PREMOLDED 1" (IN) DIAMETER HOLE (TYP.) JOINT FILLER SUPPLEMENTAL GROUNDING TYPE PS OR TYPE 1 ACCESSIBLE PEDESTRIAN CONDUCTOR CLAMP 5Q# 4 SIGNAL POLE SIGNAL (APS) ASSEMBLY (SEE NOTE 5) 6 #4 I� TYPE PS OR O I 9" (IN) DIAMETER 1/8 BOLT CIRCLE 3/16 REINFORCING STEEL QUANTITIES LIST MARK 0 ® 5Q QTY. 3 2 3 7 TYPE 1 SIGNAL POLE ANCHOR BOLT (TYPE 1 SHOWN) o b ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER ------------ --- - SECTION O 1 12 3/4" (IN) STEEL PLATE WITH HOLE = POLE BASE + 1/6" (IN) KEY NOTE BASE PLATE DETAIL HAND HOLE CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF O FOUNDATION. (DO NOT GLUE PVC STUBOUT) V (IN) DIAMETER PLATE E STEEL ®#4 JOINT FILLER HOLE (TYP.) �- PLATE h (V U N TOP OF 1 1/2" 1 1/2" CURB Di-s`-r TOP OFce) FLING° 9" (IN) DIAMETER FOUNDATION pF WASyt �� �- BOLT CIRCLE 'v N 2 � ANCHOR BOLT TEMPLATE ID I#4 REINFORCING STEEL BENDING DIAGRAM o 1 iv i ° D -_____ __ ______ - __ __ __ �O ! 48821 SEE STD. SPEC. 9-07.1(2) FOR BENDING DIAMETER 135° - ALL ICI STE�� T _ 7„ HOOK I ° ! °I --- --- -- -- __-= 8 G - (TYP.) •I-- -I - - sIONAL fly _ - Jackson Flint N �/ ,129 2019 2:54 PM HOOK # 4 ELECTRICAL CONDUIT SEE ° I ° I m j ACCESSIBLE PEDESTRIAN O (TYP.) CONTRACT FOR DIAMETER PUSHBUTTON WITH # 4 1, 7„ ANCHOR BOLT TEMPLATE ASSEMBLY I - - v CURB BASE J ANCHOR BOLT TEMPLATE - TWO REQUIRED STANDARD PLAN J-20.11-03 3/4" (IN) x 36" (IN) FULL THREAD ANCHOR 2 1/2" CLR. N SHEET 2 OF 2 SHEETS BOLT -FOUR REQUIRED 2 - 7 3 - 2 _ 3/4" (IN) DIAM. STEEL HEAVY HEX NUTS - (TYP.) 2'- 0" t O APPROVED FOR PUBLICATION , FOUR REQUIRED PER ANCHOR BOLT Roark, Sieve # 4 ©# 4 SQUARE PERSPECTIVE VIEW Jul 312019 12:14 PM FLAT WASHERS - ELEVATION FOUR REQUIRED PER ANCHOR BOLT STATE DESIGN ENGINEER DIMENSIONS ARE OUT TO OUT FOUNDATION DETAIL Washington State Department of Transportation TYPE 1 SIGNAL STANDARD DETAILS -" Know what's b@IOW. T-4 2 OO 1 O Cal before you dig. REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING � - .} IL JChavez 05/17/2022 CBarnes 05/17/2022W transpogroulo AUF WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 GMD RENTON is°ER�����~ titi I CITY OF RENTON MAY 2022 NAL TRAFFIC SIGNAL DETAILS 0 TS06 SHEET 10 OF 10 SHEETS TYPE 1 SIGNAL POLE ANCHOR BOLT (TYPE 1 SHOWN) o b ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER ------------ --- - SECTION O 1 12 3/4" (IN) STEEL PLATE WITH HOLE = POLE BASE + 1/6" (IN) KEY NOTE BASE PLATE DETAIL HAND HOLE CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF O FOUNDATION. (DO NOT GLUE PVC STUBOUT) V (IN) DIAMETER PLATE E STEEL ®#4 JOINT FILLER HOLE (TYP.) �- PLATE h (V U N TOP OF 1 1/2" 1 1/2" CURB Di-s`-r TOP OFce) FLING° 9" (IN) DIAMETER FOUNDATION pF WASyt �� �- BOLT CIRCLE 'v N 2 � ANCHOR BOLT TEMPLATE ID I#4 REINFORCING STEEL BENDING DIAGRAM o 1 iv i ° D -_____ __ ______ - __ __ __ �O ! 48821 SEE STD. SPEC. 9-07.1(2) FOR BENDING DIAMETER 135° - ALL ICI STE�� T _ 7„ HOOK I ° ! °I --- --- -- -- __-= 8 G - (TYP.) •I-- -I - - sIONAL fly _ - Jackson Flint N �/ ,129 2019 2:54 PM HOOK # 4 ELECTRICAL CONDUIT SEE ° I ° I m j ACCESSIBLE PEDESTRIAN O (TYP.) CONTRACT FOR DIAMETER PUSHBUTTON WITH # 4 1, 7„ ANCHOR BOLT TEMPLATE ASSEMBLY I - - v CURB BASE J ANCHOR BOLT TEMPLATE - TWO REQUIRED STANDARD PLAN J-20.11-03 3/4" (IN) x 36" (IN) FULL THREAD ANCHOR 2 1/2" CLR. N SHEET 2 OF 2 SHEETS BOLT -FOUR REQUIRED 2 - 7 3 - 2 _ 3/4" (IN) DIAM. STEEL HEAVY HEX NUTS - (TYP.) 2'- 0" t O APPROVED FOR PUBLICATION , FOUR REQUIRED PER ANCHOR BOLT Roark, Sieve # 4 ©# 4 SQUARE PERSPECTIVE VIEW Jul 312019 12:14 PM FLAT WASHERS - ELEVATION FOUR REQUIRED PER ANCHOR BOLT STATE DESIGN ENGINEER DIMENSIONS ARE OUT TO OUT FOUNDATION DETAIL Washington State Department of Transportation TYPE 1 SIGNAL STANDARD DETAILS -" Know what's b@IOW. T-4 2 OO 1 O Cal before you dig. REVISION BY DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING � - .} IL JChavez 05/17/2022 CBarnes 05/17/2022W transpogroulo AUF WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 GMD RENTON is°ER�����~ titi I CITY OF RENTON MAY 2022 NAL TRAFFIC SIGNAL DETAILS 0 TS06 SHEET 10 OF 10 SHEETS