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HomeMy WebLinkAboutT-4043590#4 J J W ❑ ❑ J z W W tL m ❑ 3/4" (IN) CHAMFER (TYP) FINISHED GRADE 4 (TYP.) °o° -� O O A N_ a 2 1/2" CLR. (TYP.) 1'- 6" 5/8" (IN) DIAM. SQUARE HOLE (TYP.) PLAN VIEW TOP OF POST iv GROUNDING CONNECTION SEE DETAIL 7" I`\ ACCESSIBLE PEDESTRIAN SIGNAL (APS) ASSEMBLY FIELD DRILL AND TAP FOR 1/4-20 THREAD BOLT (TYP.) 1/2" (IN) PLATE ?_ Of 6" (IN) DIAM. O BOLT CIRCLE 11 t o I i11 0 d = 1 # 4 (TYP.) - 1 1/2" 3 9/16" (IN) DIAM. 3" (IN) STEEL PIPE CLR. HOLE (SCHEDULE 40) BASE PLATE DETAIL N W O z W W U) t m U) D a 3" (IN) PIPE CAP NOTES _ 1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. ❑ 2. Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA W 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. 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. 4. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard. R 5. Supplemental Grounding Conductor shall be non -insulated #4 AWG stranded copper and shall be clamped to vertical rebar W with a connector suitable for use embedded in concrete: Provide T - 0" min. slack. Attach to pole grounding stud with a full °z circle crimp -on connector (crimped with a manufacturer recommended crimper). W W OF PUSHBUTTON PIPE CAP 1/8 - - 1/4" (IN) STEEL TOP OF POST STAINLESS STEEL PLATE FLAT WASHER(TYR) 1 1/2" (IN) DIAM. 5/8" (IN) DIAM. HOLE DIAM. HOLE (TYP.) `;' HOLE ` Q 1/4" (IN) x 1-1/4" (IN) LONG / NLESS L STAI 1" POST WALL THRIEADED STUD EQUIPMENT GROUNDING THREE 1/4" (IN) STAINLESS CONDUCTOR D FULL CIRCLE STEEL HEX NUTS 6" (IN) DIAM. t, 01 CRIMP -ON CONNECTOR - CRIMPED BOLT CIRCLE —. WITH A MANUFACTURER'S 3" (IN) STEEL PIPE RECOMMENDED CRIMPER (SCHEDULE 40) GROUNDING CONNECTION DETAIL 'O ANCHOR BOLT TEMPLATE * WELD STUD TO POLE WALL TO MAXIMUM EXTENT POSSIBLE - 1/2" (IN) MINIMUM WELD �'I-1TiPT CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS Z Fb TOP OF SIDEWALK EQUIPMENT GROUNDING GROUNDING EQUIPMENTCONDUCTOR Lrl CONDUCTOR BASE PLATE ASSEMBLY - N 3/16 1/2" IN DIAMETER STEEL HEAVY HEX NUT, WITH t, 1/2" (IN) FLAT WASHER, TWO EACH REQUIRED PER 2 1/2" (IN) CLR. I ° • I 1/2" (IN) STEEL BASE PLATE m ANCHOR BOLT MINIMUM OF TWO THREADS ABOVE � I _ TOP OF NUT OR 5/8" (IN) MAXIMUM (TYP.) (TYP.) _ PREMOLDED JOINT FILLER GROUT PAD _INSTALL 112" (IN) BASE PLATE �- AFTER PLUMBING 2 # 4 (TYP.) SEE DETAIL STANDARD 3/8" (IN) DRAIN TUBE 1/8 F ��v1 4 (TYP.) ANCHOR BOLT TEMPLATE ASSEMBLYcli TOP OF CURB ANCHOR BOLT TEMPLATE - TWO REQUIRED U _ 2" (IN) CONDUIT COUPLING �- INSTALL . ° p PVC STUBOLI" 1/2" (IN) x 24" (IN) FULL THREAD ANCHOR FLUSH WITH TOP OF FOUNDATION. o ' BOLTS -FOUR REQUIRED (� I• 1 1/2" CLR. TOP OF (DO NOT GLUE PVC STUBOUT) SECTION O . (IN) DIAMETER 1/2" (IN) DIAM. STEEL HEAVY HEX NUTS - ,I SIDEWALK ELECTRICAL CONDUIT FOUR REQUIRED PER ANCHOR BOLT — t �— (TYP) FLAT WASHERS - FOUR 1' 6" REQUIRED PER ANCHOR BOLT L II - - -}I- SQUARE ,' PREMOLDED JOINT FILLER ,. I, II 1 I 1 II SECTION A O "I ii ili ANCHOR BOLT TEMPLATE ASSEMBLY REINFORCING STEEL BENDING DIAGRAM SEE STD. SPEC. 9-07.1(2) FOR BENDING DIAMETERS 135" HOOK (D(TYP.) 1' 6" o� #4 O #4 J W ❑ TOP OF z POLE Of W W m 1/4" (IN) WEEP DIMENSIONS ARE OUT TO OUT 1/4" (IN) WEEP HOLE HOLE BELOW MATCHLINE - SEE DETAILS ❑ o ON PEDESTRIAN SIGNAL HEAD iro WITH TYPE D MOUNT MATCHLINE _ _ — I TYPE C MOUNT PLACEMENT 1" (IN) 91. DIAMETER HOLE (TYP.) TAPERED STEEL _ SHAFT Or of t -1 + o b 9" (IN) DIAMETER co BOLT CIRCLE 3/4" (IN) STEEL PLATE 1/8 3/16 BASE PLATE DETAIL INSTALL ROSETTE IF )UT IS OPEN 1/4" (IN) WEEP HOLE LOCK NIPPLE OFFSET SLIPFITTER - OFFSET TO FRONT OF POLE VIEW O TYPE D MOUNTING DETAIL TOP OF SIDEWALK io 6 -F---,-�- 2 # 4 (TYP.) II 1" DIAMETER ELECTRICAL CONDUIT V-6- ELEVATION TYPE PPB STANDARD DETAILS NOTES PERSPECTIVE VIEW ACCESSIBLE PEDESTRIAN PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-02 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION 6akotich, Pasco .� Jun 3020143:10 PM Adift STATE DESIGN ENGINEER Washington State Department of Transportation Mir - PEDESTRIAN SIGNAL HEAD WITH TYPE D MOUNT 1. See Standard Plan J-21.10 for Signal Standard Foundation with Fixed Base and Slip Base details. 2. Steel shaft shall be tapered either round or dodecagon (12-sided), 11 gage, 4 1/2" (in) O.D. at slipfitter weld. Taper shall be 0.14" (in) per foot. A 3. Welding of structures shall be in accordance with the latest edition of the AWS D1.1 Structural Welding Code -Steel. All butt welds shall be ground flush with base metal. TOP OF POLE 4. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. MATCHLINE in HAND HOLE (SEE NOTE 6) M I I PREMOLDED I 711 JOINT FILLER I CONCRETE FOUNDATION II' (SEE NOTE 1) 5. See Standard Plan J-20.20 for Accessible Pedestrian Signal Standard Electrical details. 1/4" (IN) WEEP HOLE 6. Hand holes shall include a removable, rain -tight cover and gasket, fastened with two stainless steel OFFSET SLIPFITTER screws (ASTM 593). 7. 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 T - 0" min. - — — — slack. Attach to pole grounding stud with a full circle crimp -on connector (crimped with a manufacturer recommended crimper). ABOVE MATCHLINE •- USE DETAILS - FOR PEDESTRIAN SIGNAL HEAD S. The junction box serving the standard shall preferably be located 6- 0" (10' - 0" max.) from WITH TYPE C MOUNT the standard. 9. Where shown in the plans, install plaque (R10 - 32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA CROSSING TIME" two inches above the Accessible Pedestrian Signal (APS) Assembly. TAPERED STEEL SHAFT 1/4" (IN) STAINLESS STEEL HEX NUT (SEE NOTE 2) POLE WALL STAINLESS STEEL WASHERS (TYP.) ACCESSIBLE PEDESTRIAN 1/4" (IN) DIAMETER x 1 1!4" (IN) LONG SIGNAL (APS) (SEE NOTE 5) STAINLESS STEEL STUD 1/8 1/4" (IN) STAINLESS STEEL NUT HEX (TYP.) FULL CIRCLE CRIMP -ON CONNECTOR (TYP.) EQUIPMENT GROUNDING CONDUCTOR SUPPLEMENTAL GROUNDING CONDUCTOR GROUNDING CONNECTION GROUNDING CONNECTION SEE DETAIL DETAIL EQUIPMENT GROUNDING CONDUCTOR SUPPLEMENTAL GROUNDING CONDUCTOR NOTE (SE S) �IC TOP OF FOUNDATION TYPE D MOUNT PEDESTRIAN SIGNAL STANDARD (FIXED BASE SHOWN) SUPPLEMENTAL GROUNDING CONDUCTOR (SEE NOTE 8) ` PERSPECTIVE VIEW PEDESTRIAN SIGNAL STANDARD (TYPE PS) DETAILS STANDARD PLAN J-20.16-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Bakotich, Pasco Jun 30 2014 3:12 PM STATE DESIGN ENGINEER Washington State Department of Transportation J D J W ❑ z tY LL 6" (IN) DIAMETER HOLLOW IN �� • �• } CENTER OF GROUT PAD I� ¢zQ ®# 4 QQ3 #4 • 0 0 e 2 1/2' CLR. (TYP.) 2'- 0" SQUARE PLAN VIEW 1" (IN) DIAMETER l.,9�i FOUNDATION DETAILS HOLE (TYP.) TYPE 1 SIGNAL POLE of 9" (IN) DIAMETER 1/8 BOLT CIRCLE 3/16 ©#4 (TYP.) 0#4 REINFORCING STEEL QUANTITIES LIST MARK 03 4Q 0 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 PLATE HOLE (TYP.) 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" HOOK (TYP.) 135" HOOK #4 (TYP') #4 1'-7" 2'_7" 3'-2" O#4 ©#4 DIMENSIONS ARE OUT TO OUT M N GROUNDING CONNECTION - R SEE STANDARD PLAN J-20.20 SUPPLEMENTAL GROUNDING CONDUCTOR (SEE NOTE 5) 3/4" (IN) STEEL BASE PLATE •- SEE DETAIL Y GROUT PAD •- INSTALL AFTER PLUMBING STANDARD 3/8" (IN) I.D. DRAIN TUBE G IN GROUT PAD 3/4" (IN) CHAMFER 0 # 4 (TYP.) FINISHED ACCESSIBLE PEDESTRIAN SIGNAL (APS) ASSEMBLY TYPE 1 SIGNAL POLE HAND HOLE ®#4 cV � II EQUIPMENT GROUNDING CONDUCTOR BASE PLATE ASSEMBLY - 3/4" (IN) DIAMETER STEEL HEAVY HEX NUT, WITH FLAT WASHER, TWO EACH REQ'D PER ANCHOR BOLT - MINIMUM OF TWO THREADS ABOVE TOP OF NUT OR 5/8" (IN) MAXIMUM (TYP.) LEVELING NUT (TYP.) 2" (IN) PVC STUBOUT GRADE 1" TO 2" TOP OF FOUNDATION - FLUSH WITH SIDEWALK � � f0 I illTOP OF SIDEWALK 6" (IN) DIAM. HOLLOW l IN CENTER OF GROUT PAD _I it i 2 1/2" CLR. TJ+—I PREMOLDED JOINT FILLER SUPPLEMENTAL GROUNDING 11O 5 # 4 CONDUCTOR CLAMPJI I (SEE NOTE 5) I `I ©#4 b 0 I ANCHOR BOLT I ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER SECTION O bD KEY NOTE OCONDUIT COUPLING - INSTALL FLUSH WITH OP OF FOUNDATION. (DO NOT GLUE PVC STUBOUT) PREMOLDED JOINT FILLER TOP OF — CURB —,1 TOP OF t+I b itJ ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER ANCHOR BOLT TEMPLATE ASSEMBLY ANCHOR BOLT TEMPLATE - TWO REQUIRED 3/4" (IN) x 36" (IN) FULL THREAD ANCHOR BOLT - FOUR REQUIRED 3/4" (IN) DIAM. STEEL HEAVY HEX NUTS - FOUR REQUIRED PER ANCHOR BOLT FLAT WASHERS - FOUR REQUIRED PER ANCHOR BOLT yam^ II FOUNDATION - _ v II 91 1: -II i ii I I 0#4 II I1i I I I D I •; I m o' 'i -II oll O , I T d 2 1/2" CLR. N (TYP.) N U 2' PERSPECTIVE VIEW SQUARE ELEVATION FOUNDATION DETAIL TYPE 1 SIGNAL STANDARD DETAILS ACCESSIBLE PEDESTRIAN PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-02 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION ^ Bakotich, Pasco hn3020143:1O PM STATE DESIGN ENGINEER Washington State Department of Transportation T-404359 N 2 LL. 0 H N � Q 3Q Q W LU U 0 j a Q D- Q W Q c 0 Z IO O EO o u �2 C U > C o N Ld~ CO ` O_ N z O 0 O LU LL y Q9Ld '� O � H 0— W dj m v U U N O z 0 Z U z Q Z OW Z LU =Cn N 3 LU = ? 0 a LLI 0 z O cL) LL (n LL z UUJ c� LLB Z Q 0 0 a z 0 z Y Z 0 v� Z LLI I.L SHEET:55/SIG-11 OF: 70 JOB NO.: 17534 DWG: DETS-PDFS-SH 35