Loading...
HomeMy WebLinkAboutT-432412SW1/4OFS237T23N, R 5 E N co I O rr 2 U rr 2 U UJ J W Z ACCESSIBI PEDESTRO PUSHBUTT( (APB) ASSEMBI KEY INSUUNER SLEEVE WIRE ROUTING PERSPECTIVE VIEW 1 FACE PLATE 2 1/4-20 x 3/8" LONG STAINLESS STEE S 1/4-20 STAINLESS STEEL SCREWS 4 PUSHBUTTON FRAME ADAPTER 5 1/4-20 STAINLESS STEEL BOLT WI M 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 INSUUNER 112 -13 x 1 1/2 S. S. PENTA HEAD BOLT AND 112" (IN) S. S. FLAT WASHER O 1 3/8" (IN) DOM. HOLE BOLT PLATE CHANNEL - k SEE DETAIL (TYP.) 3/16 2"(IN)-1/4"(IN)-3GAGE STEELSPACER o \ Waeh For VONCIN DONTSTART ®� Fish Cmsphe n swma TIME REMANNG To Rnish Cm9Nn9 ® DONT CROSS PUSH BUTTON � TO Cfl0.SS F[§g—] 1TARra 1INO Waldl Far Ve11DDr DOJT START ®� RnYh Cmsdp nsD ma TINE R,MANNG TO Rift Msft ® DOhTT 01055 TO CROSS R10-3e (RIGHT) R10-3e (LEFT) PEDESTRIAN PUSHBUTTON INSTRUCTIONAL SIGN SFAIIZ71M7117 '/' o Watch For F[E VshDW DINT START -1 PyI, FIRM rr=I 9 �u I n smrma TIME REMAINNG To FW$h 00$*V o ® DONT CROSS 0 PUSH BUTTON TO CflDSS 9. RI0-3e (MOD.) PEDESTRIAN PUSHBUTTON FRAME ADAPTER MBLY METAL POLE INSTALLATION PPB-M LID LIFTING NOTCH - 1/4" (IN) x 314" (IN) y18�• LID SUPPORT - L SHAPE SHOWN 318" (IN) STEEL COVER PLATE I 3E (IN) STEEL (I R STEEL (SEE NOTE 3) SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE COVER PLATE 3/8"(IN)STEEL COVER LIP PLATE 3116 V 1 112 V 118 LID SUPPORT- -LSHAPE SHOWN 3/11 (SEE NOTE 3) HEX COUPLING NUT WWF WELDED LID BOLT DOWN TO LIP PLATE 1 5/8- (IN) SLOTTED S. S. ATTACHMENTTAB - CHANNEL WITH S. S. SEE DETAIL WELDED WIRE CHANNEL NUT AND SPRING HOOP (TYP.) DETAIL OF W2.9 (B GAGE) (SEE NOTE 10) ALTERNATIVE SHOWN PERSPECTIVE VIEW LIDSUPPORT- L SHAPE SHOWN (SEE NOTE 3) 3/16"3/163/8• 114"LID LIFTING NOTCH (IN) STEEL 1I2 -13 x 1U2S. S. PENTA COVER LIP PLATE HEAD BOLT AND 1/2" (IN) VA S. S. FLAT WASHER f 1B BOLTPLATECHANNELSEE DETAIL 3/16 11/2 WWF-TIED IN23 (SEE NOTE 6) V 1/8 4 " 1" (IN) (N) ANGLE 3/16 1 1/2 0' • LID SUPPORT— 3/18 L SHAPE SHOWN WWF TIED IN 2 PLACES 4 (SEE NOTE 3) TO EACH HEADED - 4 ANCHOR SHEAR STUD WWF 44-W2.9xW2.9 (TYP.) (6 GAGE) (SEE NOTE 10) ATTACH SIGN TO ADAPTER - 1/4-20 - 318" STAINLESS STEEL SCREWS (TYP.) ATTACH ADAPTER TO PUSH- BUTTON STATION - 1/4" DIAM. COUNTERSUNK HOLE, W15- LONG FLAT HEAD SCREWS (TYP.) JOSEp� a ®QQ F OR WA811,, �byrr z YgYgi, �0 /PA, 39e20 � F� CT STBI" G\� 2AEE S7ONAL �u36�s Sd��l ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPB) DETAILS STANDARD PLAN J-20.26-01 SHEET 1 OF 2 SHEETS APPROVED FOR PUBUCATION Pasco Bakodch N 7/12(12 IM ISOMETRIGMEW Wxahi,gl— Shh Dxpvhnxrrl M Tmnporhlim (METAL POLE SHOWN) y' 1/4" LID LIFTING NOTCH 2" 212" 3/18" 7(IN)-114"(IN)-3 V 1 9' GAGE STEEL SPACER 3� 1l2 -13 x 1 12 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER _ SIB" (IN) x BOLT PLATE CHANNEL - PT 1- (IN) SEE DETAIL HORIZONTAL -------- SLOT e SLOTTED STEEL CHANNEL 3 (SEE NOTE 6) 5/8' (IN) x 1" (IN) 4 HORIZONTAL SLOT 4 3116 3/16 4 " HEX COUPLING NUT 1 S. S. 5116-NC x 7/8" (IN) WIT S. S. 5116-NC x 3/4' (IN) BOL SECTION O WEI" (IN) x 3" (IN) HEADED J LID BOLT DOWN ATTACHMENT & (3 EACH) S. S. SM 6" (IN) ANCHOR SHEAR STUD - TAB - SEE DETAIL FLAT WASHERS WELDED TO LIP PLATE DETAIL E ALTERNATIVE 1 ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAE 112-13. 1 1/2 S. S. PENTA HEAD BOLT AND 112" (IN) S. S. FLAT WASHER (SEE NOTE 12) 1 318- (IN) DIAM. HOLE (IN). 314" (IN) ! LID LIFTING NOTCH - COVER BOLT PLATE CHANNEL - WN STEEL COVER PLATE I SEE DETAIL SHOWN SHOWN CUT AWAY FOR CLARITY g 2' 1 9/18'(IN) 2" DIAM. HOLE 1 1/2' y 2" 1, 3116 PLACES TO HEADED ANCHORSHEARSTUD"W WF 4x4-W2.9xW2.9 (SEE NOTEGO) 4BOLT DOWNHEX COUPLING NUTATTACHMENTTAB- 3B" (IN) x 3" (IN) S.S. 5I18-NC . 7/8" (IN) WITH SEE DETAIL EADED ANCHOR S. S. 5118-NC - 314" (IN) BOLT & THREE SHEAR STUD - WELDED TO EACH S. S. 5116- (IN) FLAT WASHERS LIPPLATE LID BOLT DOWN SUPPORT ANGLE - 1 1/2'(IN) x 3"(IN) x 114" (IN) ANGLE DETAILALTERNATIVE 2 SHOWN ll- 13 x 1112 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. 3/16" FLATWASHER1 1/8" (IN) x 2" (IN) 3f8" (IN) STEEL COVER LIP PLATVERTICAL 1 1/8" (IN) x 2- (IN) VERTICAL SLOT SLOT tTYPJ 3/16 3/16 1112 STEELANGLEk0 V) WWF-TIED IN2 4PLACES TO HEADED 4 VB" (IN) x 314" (IN) H ANCHOR SHEAR STUD 4 ANGLE1/4" (IN) STEEL PLATE WWF4x4-W2.9xW29 as IW(IN) S. S. PLATE r7 (TYP.) (6 GAGE) LID SUPPORT - L SHAPE SHOWN N(SEE NOTE 10) (SEE NOTE 3) 3/8" (IN) x W(IN) NN HEADED ANCHOR SHEAR STUD- DETAILWELDED TO LIP PLATE ALTERNATIVE 3 SHOWN 3:ZZzz 0 U_Jwz 0 0 ! 518" (IN) x 3I18 112 -�-- - -'-- 7/16"(IN)x ! SLOT 3IA'(IN) _ LID SUPPORT -L SHAPE SLOT SHOWN (SEE NOTE 3) ` 9F16' (IN) EXPOSE LID BOLT DOWN C DIAM. HOLE 1 n n SUPPORT ANGLE TO ATTACH y ALTERNATIVE 2 LID BOLT DOWN 1/2' IN 2" (IN) z 3" (IN) x 31/pr ANGLE ATTACHMENT TAB ( ) S. S. HEX NUAll 4' (IN)ANGLELID BOLT DOWN SUPPORT 7116" (IN) x 314" (IN) SLOTBOLT PLATE CHANNEL ANGLE-2"(IN)x2"(IN)x i/2' IN' ( )SSHEX NUT () DETAIL FALTERNATIVE 2 SHOWNre (TYP.) �� JOSEJOp PERSPECTIVE VIEW `J QQ pT WAByI ALTERNATIVE 2 LID BOLT DOWN ATTACHMENT TAB CPO 112 -13 x 1 1!2 S. S. PENTA HEAD BOLT (SEE NOTE 12) E-' a "f AND 112• (IN) S. S. FLAT WASHER 3/8" (IN) STEEL COVER 0 118"(IN) x 3M' (IN) 'pF �B019TQ` \��� PLATE -SHOWN CUT 'p STEEL ANGLE 1/4•(IN) STEEL PLATE gJ, G AWAY FOR CLARITYTONAL E� e� 114" (IN) STEEL ..- uaacy, Tcd 3/16 1112 _ ._._° __._._ PLATE /'.. Apr 25 2016 9:33 AM LIDSUPPORT- ,,. '� 3. 118 •UL�/O�`CTYJ LID STANDARD m LSHAPESHOWN `a h.{ I.31�{ - DUTY JUNCTION BOX a (SEE NOTE 3) v TYPES 1 8 2 STANDARD PLAN J-40.10-04 3/4" (IN) 1/8 SHEET 2 OF 2 SHEETS RADIUS 1/8'([N) - 3/4" (IN) STEEL APPROVED FOR PUBUCATION 1/2• (IN) S. S. 1/6" IN 3/4" IN STEEL arpe0cer JeR ANGLE - RIGHT ANGLE ( ) x ( ) c SHOWN, MIRROR IMAGE HEX NUT ANGLE-MIRROGLE ea4/iestrer. l Apr 2s 20163:12 PM DETAIL OF FOR LEFT ANGLE ALTERNATIVES FOR LEFTT ANGLE sTATED�K;ry ExcmEEXs ALTERNATIVE 3 SHOWN LID BOLT DOWN ATTACHMENT TAB T Wxahinghn Shh DxpxMnxM OF Trvruppnallen PERSPECTIVE VIEW (SEE NOTE 12) -" transpogroup WHAT TRANSPORTATION CAN BE.Tr w 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665I M w KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 L, 5203S �NNL ' 0 O WOOD POLE INSTALLATION ALTERNATIVE 1 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON - TEMPORARY TIMBER STRAIN POLE) INSTALL FITTING WITH NYLON WASHER ON OUTSIDE OF HOUSING - SEAL WITH SILICONE AFTER UNIT IS FULLY ASSEMBLED KEY 1 FACE PLATE 2 1/4-20 x 3/6" 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 9 314' CONDUIT 10 LIQUID-TITE FLEX CONDUIT 11 ONE PIECE TWO HOLE CLAMP 1 LAG BOLT 13 INSULNER SLEEVE 1 I ADDRESSING CITY COMMENTS REVISION PRE -DRILL (3) 114" WEEP HOLES IN BOTTOM RADIUS OF CONDUIT 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 WOOD POLE INSTALLATION ALTERNATIVE 3 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON -TEMPORARY TIMBER POLE) 4� JOS-Pli �O ,9 39e20 Q �� It E,9FA .A 1001 TC1`� 2ASS 70NAL �134�e €ON ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPB) DETAILS STANDARD PLAN J-20.26-01 SHEET 2 OF 2 SHEETS APPROVED FOR PUBUCATION Pasco Bakodch N 7112112 _ srA3E DEsaX EXaiX wre Wmhingbn Shh Dxpllrhnnl of T—q-161m TAPER DIVIDER ENDS TO MATCH INSIDE - -- - - TAPER OF BOX a BOX INTERIOR LENGTH -1116" O511fi" (IN) x 1" (IN) S. S. (TYPO 1f4 y COUPLING NUT 5/16" (IN) x 1 1/7' (IN) S. S. O (TYP.) SET SCREW (TYP.) - s- - J 10 GAGE GALVANIZED 'm DIVIDER PLATE STEEL SIDE VIEW ELEVATION VIEW (FOR TYPE 2 JUNCTION BOX ONLY) O A LID SUPPORT (TYP.) C (SEE NOTE 3) GROUNDSTUD (SEE NOTE 4) COUPLING NUT FOR ALTERNATIVE 2 - SEE SHEET 2 LID LIFTING NOTCH - 1/4" (IN) x 3/4' (IN) HEADED ANCHOR SHEAR STUD -3/8'(IN)-3"(IN)10 COUNT STUDS EVENLY d SPACEDAROUNDFRAME (PLACE TO SIDE OF LID BOLT DOWN SUPPORT A- NGLE WHEN USING LOCK- ING DETAIL ALTERNATIVE 2) (SEE NOTE 11) 1 318" (IN) DIAM. HOLE WITH 112 - 13 x 1 1/2 STAINLESS / STEEL PENTA HEAD BOLT J BOLT PLATE - SEE DETAIL 311�(TYP.) 311fi 3!4 TOP OF SOIL SURFACE OR FINISHED GRADE 4 PVC _ DUIT Z LID 000' I in HOOK 1 - SEE (TYP.) �G®G4O u NOTE 7 r I I C I , h ---------- J Q 1 1/4" GAP (TYP.) 4" FOR HOOK RELEASE (TVP,) LOCKING LID STANDARD DUTY JUNCTION BOX (CONDUITS NOT SHOWN) A GROUNDING STUD 1 112" MIN. (SEE NOTE 4) STEEL CO 33/ COVERER PUITE LID HOOK a „ i I --v (SEE NOTE 6) CRUSHED SURFACING (BASE l COURSE OR TOP COURSE) - PER STANDARD SPECIFICATION 943.9(3) ® GRS CONDUIT SECTION O NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared -use paths shall have a slip -resistant coating on the lid and lip cover plate, and shall be installed with the surface flush with and matched to the grade of the sidewalk, walkway, or shared -use path. The non -slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. The permanent marking shall be 118" (in) line thickness formed with a mild steel weld bead and shall be placed prior to hot -dip galvanizing. 3. Lid support members shall be 3116" (in) minimum thick steel C, L, or T shape, welded to the frame. 4. A 1/4-20 NC x 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers. 5. Bolts and nuts shall be liberally coated with anti -seize compound. YP-) 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper. DIAMOND PATTERN 3/8" (IN) STEEL COVER 7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See (SEE NOTE 2) LIP PLATE (;). Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, LID SUPPORT (TYP.) see Standard Specification 9-29.2(4). WELDED WIRE TYP) 8. When required in the Contract, provide a 10" (in) x 271/2" (in), 10 gage divider plate, complete, with FABRIC (TYP.) ( 118 fasteners, in each Type 2 Junction Box where specified. 9. When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified. 10. See the Standard Specifications for alternative reinforcement and class of concrete. J w e m 11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear Studs to the horizontal Welded Wire Fabric. 12. Lid Bolt Down Attachment Tab provides amethod f retrofitting by using a mechanical pprocess in lieu of welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics. 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and HEADED ANCHOR Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved SHEAR STUD (TYR) 111 shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved (SEE NOTE 11) MIti shoulders shall be Heavy -Duty. WELDED WIRE HOOP (TYP.) WWF WIRE TIED TO 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) (SEE NOTE 10) HEADED ANCHOR max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the SECTION OD limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification B-20.3(6). PERSPECTIVE VIEW 3/8"STEEL g GROUND STUD (SEE NOTE 4) JOSE py COVEERR LIP PLATE Q Equipment Grounding � COUPUNG NUT FOR ALTERNATIVE 2 - Conductor SEE DETAIL "E" ALTERNATIVE 1 1l2 MIN. TOP OF PAVED SURFACE © Copper Solderiess yg' (IN) STEEL F LID S SHAPE PSHRT ONN P) TOP OF BASE Crimp Connector COVER LIP PLATE COURSE 3116" (T V (SEE NOTE 3) O Equipment Bonding Jumper (See Note 6) ° SHEAR) STUDI((TYPEADED ANCHOR 'P0 9F 39820 QO To C Q` ® See Contract for conduit WELDED WIRE �s ) STE 0\ size and number FABRIC (TYP.) s70NAL w o (WWF) 0440.9-W2.9 F w ". O 0 O m Z z 0 o a O � N 1 JUNCTION BOX DIMENSION TABLE Ir ITEM BOX TYPE TYPE TYPE A OUTSIDE LENGTH OF JUNCTION BOX 22" 33" B OUTSIDE WIDTH OF JUNCTION BOX 17' 221/2' C INSIDE LENGTH OF JUNCTION BOX Is"- 19" 28" - 29" D INSIDE WIDTH OF JUNCTION BOX 13"-14' 17"-18' E LID LENGTH 17 518" 28 518' F LIDWIDTH 12 S/6" 181/8' CAPACITY- CONDUIT DIAMETER 6" 17' _ 2" �'• Z (6 GAGE) (SEE NOTE 10) WELDED WIRE HOOPr Dadcy, Tcd �.r Apr 25 2016 9:32 AM MIN.`.E) 3 (TYPW2 .).9(6GAG LOCKING LID STANDARD �= (SEE NOTE 10) DUTY JUNCTION BOX TYPES 1 & 2 STANDARD PLAN J-40.10-04 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION eQ3/LPMiGL, &# Apr 2820163:12 PM SECTION O STA ED 51GXEXGMEER TWxdiro— Shh D.Md—MorTran.p•rlali— (CONDUITS NOT SHOWN) co a J m L- co T-432412 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING cbarnes 03/11 /2025 yqi 03/18/2025 U 2 NH 01 /27/25 CAC SURVEYED: SCALE: DATE: ZLN VERTICAL: NAVD 1988 • C NEW L I F E CHURCH / / W AS SHOWN HORIZONTAL: NAD 1983/1991 CITY 01 01 27 2025 DESIGNED: r-- FIELDBOOK: LL NH RENTON 15711 152ND AVE SE J DRAWN: PAGE: NH • ONE INCH DATUM DRAWING NO: C C CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. TRAI C SIGNAL D ETALS CAC IF NOT ONE ITS D O 2 w NCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: 34 70 Z