Loading...
HomeMy WebLinkAboutT-432411SW1/4OFS237T23N, R 5 E N co I O rr U rr D U U_ J W Z J Z V) to I F I N N N w _ to REPAIR PROCEDURE - BOLT HOLE SIZE 1/2" (IN) DIAMETER OR LESS -PIPE TRADE SIZE 1/2" (IN) OR LESS FOR UNC OR LINE THREADS: FOR NATIONAL PIPE THREADS: • APPLY SILICONE CAULK TO THREADS OF SS BOLT WITH SHANK. • APPLY SILICONE CAULK TO THREADS OF HOT -DIPPED GALVANIZED HEX SOCKET PIPE PLUG. • TIGHTEN SS BOLT UNTIL SHANK IS TIGHT AGAINST STANDARD. • TIGHTEN PLUG UNTIL FLUSH WITH STANDARD. • CUT OFF SS BOLT EVEN WITH STANDARD. • FILE PLUG TO MATCH CONTOUR OF STANDARD. • FILE SS BOLT TO MATCH CONTOUR OF STANDARD. • FILL HEX SOCKET WITH PAINTABLE SILICONE CAULK. • TREAT SS BOLT AND SURROUNDING POLE MATH GALVANIZING REPAIR PAINT MEETING THE REQUIREMENT OF STANDARD SPECIFICATION 9-08.1(2). • TREAT PLUG AND SURROUNDING POLE WITH GALVANIZING REPAIR PAINT MEETING THE REQUIREMENT OF STANDARD • APPLY TWO COATS. PAINT SHALL SPECIFICATION 9-08.1(2). BE DRY BEFORE APPLYING SECOND COAT. • APPLY TWO COATS.PAINT SHALL BE DRY BEFORE APPLYING SECOND COAT. Or' EXISTING STANDARD EXISTING �1 318" (IN) HOLE 3/8" (IN) SS BOLT WITH SHANK E I PUNCH - TO DEFORM PLUG - (4) PLACES SO PLUG WILL NOT EXISTING HOLE - EXAMPLE OF PEDESTRIAN ROTATE PIPE THREAD SIZE PUSHBUTTON (PPB) HOLES) 12" (IN) OR LESS TO BE REPAIRED - SEE DETAIL LEFT @ 12" (IN) HOT -DIPPED GALVANIZED HEX SOCKET PIPE PLUG ISOMETRIC VIEW ELEVATION VIEW HOLE REPAIR DETAIL ELEVATION EXAMPLE OF REPAIR FROM FEB LOCATION - (TYPE III SIGNAL STANDARD SHOWN) 1/2" (IN) DIAMETER AND 318" (IN) DIAMETER HOLES SHOWN FILE NAME S:tDeslan R PS SWSIandardsl2-Plan Sheet Llbn W1-PublMhed PSLUISI Illuminallon. Sl mis,and ITSIIIS171 TmRIO Standard Hand Hale ReealrP p ENTERED BY s- REPAIR PROCEDURE - MAXIMUM HOLE SIZE 3" (IN) DIAMETER OR LESS • SUBMITTAL PER STANDARD SPECIFICATION 6-03.3(25). • MAXIMUM HOLE SIZE Y' IN OR LESS IN DIAMETER. • 1/8" (IN) STEEL PLATE - TYPE ASTM A - 36 ELECTRODE TYPE XX-70. • THE PLATE SHALL BE 12" (IN) LARGER THAN THE DIAMETER OF THE HOLE TO BE REPAIRED 1/4" IN OVERLAP ALL SIDES. • TACK WELD PLATE TO POLE. • SHAPE PLATE TO MATCH TAPER AND CURVE OF POLE. • 1/8" (IN) FILLET WELD ALL AROUND. • CHAMFER (GRIND)EDGE OF PLATE SMOOTH. REMOVE ALL BURRS AND SHARP EDGES. • TREAT PATCH PLATE AND SURROUNDING POLE WITH GALVANIZING REPAIR PAINT MEETING THE REQUIREMENT OF STANDARD SPECIFICATION 9-08.1(2). • APPLY TWO COATS. PAINT SHALL BE DRY PRIOR TO APPLYING SECOND COAT. EXAMPLE OF HOLE TO BE REPAIRED - SEE DETAIL 0 RIGHT ISOMETRIC VIEW ELEVATION VIEW PERSPECTIVE VIEW HOLE REPAIR DETAIL (RAMP METER SIGNAL STANDARD EXAMPLE WITH 2" IN DIAMETER HOLE SHOWN WITH SLIP BASE SHOWN) ( ) dg" Adw Washington State Department of Transportation TRAFFIC STANDARD HOL 2 1114 (TYP.) TOP OF POST N (D#4 �._. GROUNDING CONNECTION ^ . I SEE DETAIL I• . ACCESSIBLE PEDESTRIAN SIGNAL (APS) ASSEMBLY oo� A I .. a •� a > FIELD DRILL AND TAP FOR 1/420 THREAD BOLT P.) W 0 2 10 CLR. 3 12' II- " z (TYP.) PLATE E STEEL LL 1 6' 5/8" (IN) DIAM. PLATE N SQUARE HOLE (TYP.) m PLAN VIEW Q z 6" (IN) DIAM. O W BOLT CIRCLE t o o % F 3/4' (IN) CHAMFER (TYP) 1 #4(TYP.) -- i FINISHED 1 12^ 3 9118" (IN) DIAM. 3" (IN) STEEL PIPE x GRADE CLR HOLE (SCHEDULE 40) r BASE PLATE DETAIL ro TOP OF ~ i_ J- SIDEWALK EXISTING 2 12" (IN) CLR.°• STANDARD (TYP.) PREMOLDED JOINT FILLER • II ;; II 2 # 4 (TYP.) EXISTING 2" (IN) DIAMETER HOLE ANCHOR BOLT TEMPLATE ASSEMBLY m ANCHOR BOLT TEMPLATE ^TWOREQUIRED 1j lf2" (IN) x 24" (IN) FULL THREAD ANCHOR 1/8" (IN) x 2 VT (IN) x 2 1/2" (IN) STEEL PLATE BOLTS - FOUR REQUIRED 1" (IN) DIAMETER 12" (IN) DIAM. STEEL HEAVY HEX NUTS - -y ELECTRICAL CONDUIT FOUR REQUIRED PER ANCHOR BOLT FLAT WASHERS - FOUR •°I; REQUIRED PER ANCHOR BOLT 1 . _ 6.. SQUARE SECTION AO REINFORCING STEEL BENDING DIAGRAM SEE STD. SPEC. SECTN. 9-07.1(2) FOR BENDING DIAMETERS 135" HOOK G) (TYP.) #4 O2 #4 1'-1" DIMENSIONS ARE OUT TO OUT 3" (IN) PIPE CAP NOTES 1. See Standard PlanJ-20.26 for Accessible Pedestrian Pushbutton details. 2. Where shown in the plans, install plaque R10-32P "PUSH BUTTON FOR 2 SECONDS FOR EXTRA o P P q ( ) $ CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to the PPS post height to = accommodate plaque and leave a 2" (in) space between signs. m 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. I m 9 IY 9 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 with a connector suitable for use embedded in concrete: Provide 3' - 0" min. slack. Attach to pole grounding stud with a full P 9 9 6 z circle crimp -on connector (crimped with a manufacturer recommended crimper). _._.---. w 6. Two button installation may require adaptor(s). i - - ---1- v----�OF PUSHBUTTON PIPE CAP 118 114" (IN) STEEL r ----------- PLATE TOP OF POST STAINLESS STEEL FLAT WASHER (TYP.) 1 1/2" (IN) DIAM. 5/8" (IN) DIAM. HOLE (IN) DIAM. HOLE (TYP.) HOLE - 1/4" (IN) x 1-1/4" (IN) LONG 1f t 1" POST WALL STAINLESS STEEL i THREADED STUD 1 EQUIPMENT GROUNDING THREE 114" (IN) STAINLESS CONDUCTOR AND FULL CIRCLE STEEL HEX NUTS WON) DIAM. Q- Q CRIMP -ON CONNECTOR - CRIMPED BOLT CIRCLE WITH A MANUFACTURER'S 3" (IN) STEEL PIPE RECOMMENDED CRIMPER (SCHEDULE 40) � GROUNDING CONNECTION DETAIL ANCHOR BOLT TEMPLATE * WELD STUD TO POLE WALL TO MAXIMUM EXTENT - POSSIBLE - 1/2" (IN) MINIMUM WELD CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS EQUIPMENT EQUIPMENT GROUNDING GROUNDING CONDUCTOR BASE PLATE ASSEMBLY - ! CONDUCTOR 12" (IN) DIAMETER STEEL HEAVY HEX NUT, WITH 1/2" (IN) FLAT WASHER, TWO EACH REQUIRED PER ANCHOR BOLT - MINIMUM OF TWO THREADS ABOVE j 3116 TOP OF NUT OR 518" (IN) MAXIMUM (TYP.) I m 1/2" (IN) STEEL BASE PLATE I 1/2" (IN) BASE PLATE - SEE DETAIL-,;� li_;.. ° GROUT PAD -INSTALL AFTER PLUMBING 1 1114(TYPJ 3/8"(IN)DRAIN TUBE °_% 7A3 STANDARD TOP OF CURB LIN 2" ON) LONG FT CONDUIT COUPLING - INSTALL" > = PVC STUBOUT 10.k FLUSH WITH TOP OF FOUNDATION. (DO NOT GLUE PVC STUBOUn 1 1/2" CUR. TOP OF SECTION OVP 1 /_ SIDEWALK PREMOLDED • - I JOINT FILLER b ANCHOR BOLT TEMPLATE ASSEMBLY 2 # 4 (TYP.) E 1"(IN)DIAMETER ELCRICAL CONDUIT ELEVATION TYPE PPB STANDARD DETAILS PERSPECTIVE VIEW �O 4Be21 O 'R� SSrONAL TNG . l,k12:9290192, 1254 vM ACCESSIBLE PEDESTRIAN PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION ]u131201912:14 PM STATE 101111 ENGINEER Washington State Department of T-pod Tim o ❑ I z W W 8" (IN) DIAMETER HOLLOW IN ��lk CENTER OF GROUT PAD � m 0 a #4 � O 3 # - ©94 ❑ 4T OoO �al (TYP.) (TYP) f Z - O, �- 904 SQUARE PLAN VIEW g FOUNDATION DETAILS 1" (IN) DIAMETER HOLE (TYP.) TYPE PS OR TYPE 1 SIGNAL POLE 9" (IN) DIAMETER BOLT CIRCLE REINFORCING STEEL QUANTITIES LIST MARK Q QTY. 3 1 2 1 3 1 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" 1112, 9" (IN) DIAMETER - BOLT CIRCLE ANCHOR BOLT TEMPLATE REINFORCING STEEL BENDING DIAGRAM SEE STD. SPEC. 9-07.1(2) FOR BENDING DIAMETER 135" HOOK (TYP,) I I � 135 HOOK (TYP.) O 0 - #4 2'-7" 3'-2" 094 © 94 DIMENSIONS ARE OUT TO OUT R Y G ACCESSIBLE PEDESTRIAN SIGNAL (APS) ASSEMBLY TYPE PS OR TYPE 1 SIGNAL POLE (TYPE 1 SHOWN) ----------------------- GROUNDING CONNECTION - SEE STANDARD PLAN J-20.20 SUPPLEMENTAL GROUNDING CONDUCTOR (SEE NOTE 5) 3/4" (IN) STEEL BASE PLATE - SEE DETAIL GROUT PAD - INSTALL AFTER PLUMBING STANDARD 3/8" (IN) I.D. DRAIN TUBE IN GROUT PAD 3/4" (IN) CHAMFER 0114 (TYP.) FINISHED GRADE 5' (IN) DIAM. HOLLOW IN CENTER OF GROUT PAD SUPPLEMENTAL GROUNDING CONDUCTOR CLAMP (SEE NOTE SI I ©#4 HAND HOLE -j ®#4 PREMOLDED JOINT FILLER C rc U N/ TOP OF CURB -r TOP OF m1 FOUNDATION • 1 0 I° 9I o#4 ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER- 1 �a ANCHOR BOLT TEMPLATE ASSEMBLY ANCHOR BOLT TEMPLATE - TWO REQUIRED C�---_` 3/4" (IN) x 36" (IN) FULL THREAD ANCHOR BOLT -FOUR REQUIRED 21/2"CLR. 314" (IN) DIAM. STEEL HEAVY HEX NUTS - (TYP') FOUR REQUIRED PER ANCHOR BOLT SQUARE PERSPECTIVE VIEW FLAT WASHERS - ELEVATION FOUR REQUIRED PER ANCHOR BOLT; FOUNDATION DETAIL TYPE 1 SIGNAL STANDARD DETAILS EQUIPMENT GROUNDING ' CONDUCTOR BASE PLATE ASSEMBLY- 3/4" (IN) DIAMETER STEEL HEAVY HEX NUT WITH FLAT WASHER, TWO EACH REQU PER ANCHOR BOLT - MINIMUM OF TWO THREADSABOVE TOP OF NUT OR 5/B" (IN) MAXIMUM (TYP.) LEVELING NUT (TYP.) 2" (IN) LONG PVC STUBOUT _)_i 1 TOP OF FOUNDATION - FLUSI I WITH SIDEWALK •�_; TOP OF SIDEWALK 2 1/2'CUR 1' PREMOLDED JOINT FILLER I I - ANCHOR BOLT IIII! ELECTRICAL CONDUIT - SEE i' CONTRACT FOR DIAMETER SECTION O KEY NOTE OCONDUIT COUPLING -INSTALL FLUSH WITH TOP OF FOUNDATION. (DO NOT GLUE PVC STUBOUT) of WAS117�"�Ct 04 ,pH 48en 4,0 �Cw F pIST6A 1 ssIONAL ECG �Gl kw Flint z2920192,54PM ACCESSIBLE PEDESTRIAN PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-03 SHEET 2 OF 2 SHEETS ���• APPROVED FOR PUBLICATION ful 31201912:14 PM surf DEslcB ExcInEER Washington Stote Deppnment of Trpnsperlp6an 3' (IN) PIPE CAP I 1" THREAD NOTES TOP OF SST PEDESTRIAN SIGNAL HEAD NOTES: 3" (IN) PEDESTRIAN WITH TYPE D MOUNT 1. See Standard Plan J-21.10 for Signal Standard Foundation with Fixed Base and Slip Base details. 1 GROUNDING CONNECTION - -- -� - ` - -� * 1/8 1. See Standard Specification Section 9 06.16 for Breakaway Base Connection details. Dimensions for the parts used to assemble the base connections are intentionally not shown. FOUNDATION PUSHBUTTON POST 'I,l',1'I II 'iF "v;'�'J 2. Steel shaft shall be tapered either round or dodecagon (12-sided), 11 gage, 41/2" (in) O.D. at slipfitter weld. Taper shall be 0.14" (in) per foot. SEE DETAIL 1 PIPE TOP OF POST CAP STAINLESS STEEL FLAT WASHER (TYP.) Base connections are patented manufactured products that are in compliance with NCHRP 350 crash test criteria. The Breakaway Base Connection details are only shown on this plan 3/4" (IN) CHAMFER ���, BRACKET (TYP.) EDGE of w '. y (/A 3. Welding of structures shall be in accordance with the latest edition of the AWS D1.1 Structural to illustrate how parts are assembled. (TYP.) SHOULDER o '. -`' - " " TOP OF Y Welding Code - Steel. All butt welds shall be ground flush with base metal. l FS F (IN) LONG STAINLESS STEEL NL(INx 1 STEEL STAINLESS for Accessible Pedestrian Pushbutton (APS) details; Audible 2. See Standard Plan JID) O I_ ANCHOR COUPLING �(r \ J Top of POLE POLE 4. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. EQUIPMENT GROUNDING IiI f THREADED STUD Information Device (AID) pushbutton similar. 2i (TYP.) of CONDUCTOR 'ii _ _ _ pedestrian pedestrian - � _ TOP OF PAVED \ LL 11a" (IN) WEEP HOLE 5. See Standard Plan J-20.20 for Accessible Pedestrian Signal Standard Electrical details. 3. Secure conductor in adjacent Junction Box per detail in Standard Plan J-28.70. 1 P SURFACE m 1/4^ (IN) 114" (IN) WEEP HOLE 6. Hand holes shall include a removable, rain -tight cover and gasket, fastened with two stainless steel tI POST WALL THREE 1/4" (IN) STAINLESS STEEL HEX NUTS 4. Where shown in the plans, install plaque (R1032P) "PUSH BUTTON FOR 2 SECONDS FOR ° \ Z WEEP HOLE OFFSET SLIPFITTER screws (ASTM 593). I I III -Tr-- i I 1'n EQUIPMENT GROUNDING CONDUCTOR EXTRA CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" In to post height to accommodate plaque and leave a 2" Ins ace between signs. ( ) P 9 ( ) P 9 w ❑ ° .I ° o ° .r+,F... '`""' { BELOW MATCHLINE- SEE DETAILS 7. Supplemental grounding conductor shall be non -insulated #4 AWG stranded copper and shall be FIELD DRILL AND TAP FOR I w O AND FULL CIRCLE CRIMP -ON CONNECTOR - CRIMPED WITH A MANUFACTURER'S 5. Mounting distances between See for z W ❑ °I PREMOLDED o ° JOINT FILLER --- - - _ \, _ ON PEDESTRIAN SIGNAL HEAD WITH TYPE D MOUNT �_ MATCHLINE clamped to vertical rebar with a connector suitable for use embedded in concrete. Provide 3' - 0" min. 1/4-20 THREAD BOLT (TYP.) 1D Z w RECOMMENDED CRIMPER vary manufacturers. manufacturer's rewmmendations mounting information. m LL 1 2 o • _ ,.D• EDGE LINE MA7CHLINE _ _ -- - - - - - - slack. Attach to pole grounding stud with a full circle crimp -on connector (crimped with a manufacturer w y o m c COMMERCIAL ABOVE MATCHLINE - USE DETAILS recommended crimper). GROUNDING CONNECTION DETAIL 6. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the m 5 ro o CONCRETE °. FLAT FOUNDATION FOR PEDESTRIAN SIGNAL HEAD 8. The unction box serving the standard shall preferably be located 5' - 0" 10' - 0" max. from ) g P y ( ) -_; - - - - Standard. N ° CURB FOUNDATION TYPE C MOUNT PLACEMENT WITH TYPE C MOUNT the standard. - - *WELD STUD TO POLE WALL TO MAXIMUM EXTENT POSSIBLE- 1/2" (IN) MINIMUM WELD 7. Two button installation may require adaptor(s) or extension(s). o ry PERSPECTIVE VIEW PERSPECTIVE VIEW 9. Where shown in the plans, install plaque (R10 - 32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA 1 ,� CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS SHOWN EXPLODED FOR CLARITY 8. Pushbutton height is measured from the walking surface to the center " ANCHOR FERRULE ° (TYP,) I' j ° " ° 2 # 4 (SKIRT NOT SHOWN) 1" (IN) DIAMETER 9e CROSSING TIME" two inches above the Accessible Pedestrian Signal (APS) Assembly. i of the actual pushbutton circle. CHAMFER HOLE (TYP.) TAPERED STEEL rc TYP (TYP) 1 # 4 (TYP.) SHAFT TAPERED STEEL SHAFT 1/4" (IN) STAINLESS O 1' (IN) DIAMETER ELECTRICAL Q # q FINISHED �\ (SEE NOTE 2) STEEL HEX NUT CONDUIT - 1 12" (• �• GRADE CLR. ! ` POLE WALL STAINLESS STEEL 5/8" (IN) DIAMETER HOLE n w O o I WASHERS (TYPJ PEDESTRIAN PUSHBUTTON v 8" SQUARE OR ROUND 1 I• ` I A O _ 1 ° • TOP OF �` 9" (IN) DIAMETER rp A - ACCESSIBLE PEDESTRIAN SIGNAL (APS) (SEE NOTE 5) 1/4" ON) DIAMETER x 1 1/4' (IN) LONG STAINLESS STEEL STUD POST- WON) STEEL PIPE (SCHEDULE 40) FLAT FOUNDATION DETAIL N r 'O SIDEWALK _ _ BOLT CIRCLE • ® • ELEVATION VIEW POST DETAIL 3" (IN) PEDESTRIAN BRACKET ADAPTER(7YP.) I N y G V . I _• I .'. ;' / ;�/ 3/4" (IN) STEEL 1/8 PLATE 3/tg 1/4' (IN) STAINLESS 1/B STEEL NUT HEX (TYP.) ^- PUSHBUTTON POST ---�J ° I I - - - - - z TOP OF ! BRACKET (TYP.) 2 12" (IN) CLR. PREMOLDED JOINT FILLER BASE PLATE DETAIL FULL CIRCLE CRIMP -ON O Z w BRACKET ADAPTER (TYP.) �. FOUNDATION COUPLING BOLT (TYP.) 2 12" CLR. 3 12" (TYPJ .v.I I INSTALL ROSETTE IF KNOCKOUT IS OPEN CONNECTOR (IYR) EQUIPMENT GROUNDING 3" (IN) PEDESTRIAN w "� # 4 (TYP.) (ryP) 2 # 4 (TYP.) CONDUCTOR PUSHBUTTON POST m ANCHOR COUPLING (rYP.) 1 8" SUPPLEMENTAL GROUNDING CONDUCTORIt EQUIPMENT GROUNDING CONDUCTOR BRACKET ADAPTER rD "'1 p �% ,rQy A 9 A ANCHOR COUPLING FLINT 1Q,. �eOF WASH7,�'8n V r3` _ �o �' 5 - 2 �' ti ® U to TOP OF CURB SHIM (TYP.) - +�" il; 112'CLR. TOP OF SIDEWALK SQUARE CURB FOUNDATION PLAN VIEW FLINT 1Q,eOF WASy79n V r3` _ �o �' y ,r `� - 'y ® ;p ( �` 1 HAND HOLE (SEE NOTE B) 00 GROUNDING CONNECTION- IOSEp GROUNDING CONNECTION F SEE DETAIL DETAIL .�®4�OF WAa'H7,� 9 A EQUIPMENT GROUNDING CONDUCTOR .�1 �+ �%' BRACKET (TYP,) 6 (TYP.) z _ (TYP.) 1" (IN) DIAMETER G z SUPPLEMENTAL GROUNDING CONDUCTOR „'L. _ ELECTRICAL CONDUIT _ � (SE NOTE 8) -a COUPLING BOLT (TYP-) BRACKET 9 O� ,p 4eezt O �V BpI .•I�" REINFORCING STEEL BENDING DIAGRAM 9 O� ,P 488zt O 114" (IN) WEEP TOP OF to < TOP OF O� 9 39e2D 1,0 Bpr (TYP.) STFRF c1,1,J, �G1 I• ;; I, PREMOLDED Egs HOLE SIDEWALK g FOUNDATION gTEF v TONAL B I' I JOINT FILLER DIMENSIONS ARE OUT TO OUT SEE STD. SPEC. SECTN. 9.07.1(2) FOR BENDING DIAMETERS SQUARE TONAL F'\• LOCK NIPPLE TONAL �' N� TOP OF Jun 20, 2024 I j ; 135• HOOK SECTION AO Jun 20, 2024 T I, m7,T a �4ebc1-2 ]un 2620144:26 PM SHIM (TYP.) FOUNDATION ANCHOR FERRULE PEDESTRIAN PUSHBUTTON , 4---:Ir-��� z #a(TYP.> „ 10 (T"/P) 1�_6„ PEDESTRIAN PUSHBUTTON OFFSET SLIPFITTER^ PREMOLDED OFFSET TO FRONT JOINT FILLER PEDESTRIAN SIGNAL L AN AN COUPLING (TYP.) TSHIMWO P (TYP.) - NO MORE THAN TWO PER COUPLING (PPB)POST (PPB POST 6 #4 #4 PPB) POST OF POLE I I III I , STANDARD (TYPE PS) ANCHOR AN FOUNDATION [3 AN FOUNDATION SUPPLEMENTAL GROUNDING DETAILS FERRULE (TYP.)(TYP STANDARD PLAN J-20.15-04 STANDARD PLAN J-20.15-04 CONCRETE FOUNDATION ;I; CONDUCTOR (SEE NOTE 8) I STANDARD PLAN J-20.16-02 CONDUIT COUPLING - INSTALL 1 -1 (SEE NOTE 1) FLUSH WITH TOP OF FOUNDATION SHEET 1 OF 2 SHEETS VON) DIAMETER SHEET 2 OF 2 SHEETS SHEET 1 OF 1 SHEET 1" (IN) DIAM. ELECTRICAL (DO NOT GLUE PVC STUB -OUT) APPROVED FOR PUBLICATION ELECTRICAL I APPROVED FOR PUBLICATION APPROVED FOR PUBLICATION CONDUIT EXPLODED VIEW �(1 Jun 21" 2024 CONDUIT /fir Jun 21" 2024 TYPE ID MOUNT o.kou"n, P9:r" m"3e 2o143a2 PM DETAIL BREAKAWAY BASE CONNECTOR SEE NOTE 7) srnreDEeDHENCNEER CURB FOUNDATION DETAIL sTnreDESICHENCNEER hingmn VIEW A O PEDESTRIAN SIGNAL STANDARD sra,Eo�lcr4encwrfR OA T� we,Nngr,n s,r. D.p, m.nr.rT anep.la6.n �/� ELEVATION VIEW W, SW, D,p. m anr.r T,an H,Ii. -ems (FIXED BASE SHOWN) 7 WashlnIPon S1ala DaporlmaM of Tnnsposlalian PERSPECTIVE VIEW TYPE D MOUNTING DETAIL �� -11 D_ 0 a U CO Z w z Z z z 0 0 0 a I U 2 U U_ J 3 w z 0 0 N transpogroup I WHAT TRANSPORTATION CAN BE. w 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665I w KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 U_ 52038 1 1 ADDRESSING CITY COMMENTS m REVISION * T-432411 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING cbarnes 03/11 /2025 B yqi 03/18/2025 _ U 17 NH 01 /27/25 CAC SURVEYED: SCALE: DATE: ZLN VERTICAL: NAVD 1988 • DESIGNED: C NEW LIFE CHURCH / / 2025 W FIELDBOOK: AS SHOWN HORIZONTAL: NAD 1983/1991 CITY 01 01 27 NH RENTON 15711 152ND AVE SE J DRAWN: PAGE: NH • DRAWING NO: ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. TRAIC C C SIGNAL D ETALS TS D C 1 w CAC IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: 33 70 1 Z