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11111 * 111111 1 111111 11M1 1 111111 NM 1.11 111111 11111 111111 111111 1 — I M III <br /> ©#4(TYP) TOP OF POST Ni 3"(IN)PIPE CAP NOTES <br /> �_� ,I� �i- 1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. <br /> Qi #4 '� 2. Where shown in the plans,install plaque(R10-32P)"PUSH BUTTON FOR 2 SECONDS FOR EXTRA <br /> GROUNDING CONNECTION- CROSSING TIMEabove the Arran.able Pedestrian Signal(APS)assembly.Add 14"(in)to the PPB post height to <br /> o SEE DETAIL o accommodate plaque and leave a 2"(in)space between signs. <br /> (DimACCESSIBLE PEDESTRIAN m 3. Mounting distances vary between manufacturers.See manufacturers recommendations for mounting information. <br /> A <br /> SIGNAL(APS)ASSEMBLY 4. Junction Box serving the Standard shall preferably be located 5'-0"(10'-0"Max.)from the Standard. <br /> ® 6 _ 5. Supplemental Grounding Conductor shall be non-Insulated#4 AWG stranded copper and shall be clamped to vertical rebar <br /> "Ia FIELD DRILL AND TAP FOR <br /> In with a connector suitable for use embedded in concrete:Provide 3'-0"min.slack.Attach to pole grounding stud with a full <br /> �I� circle crimp-on connector(crimped with a manufacturer recommended crimper). <br /> K___J� i 114-20 THREAD BOLT •.) w <br /> J _ y I <br /> )-- <br /> o <br /> O 2 12"CLR._ 13 <br /> 12" r -—�- -—c.OF PUSHBUTTON PIPE CAP a 1/8' * <br /> L 114'(IN)STEEL TOP OF POST STAINLESS STEEL <br /> z (TYP.) 1/2'(IN)STEEL PLATE <br /> w FLAT WASHER(TYP.) <br /> PLATE 1 12"(IN)DIAM. <br /> °i - 5/8"(IN)DIAM. H 5/8"(IN)DIAM. HOLE / <br /> m SQUARE HOLE(TYP.) �--� r H 5B"(IN)DIAM. HOLE(TYP.) C I'( ' <br /> PLAN VIEW p ,o o HOLE t. <br /> f. 6"(IN)DIAM. o z �� i li l l=Ciu v4 (IN) <br /> BOLT CIRCLE41, b w 1 �' " S 1-1/4'(IN)LONG <br /> STAINLESS STEEL <br /> 1; v.m t. • 1' POST WALL ; THREADED STUD <br /> 314'(IN) , " tD EQUIPMENT GROUNDING THREE 1/4"(IN)STAINLESS <br /> CHAMFER =y CONDUCTOR AND FULL CIRCLE t <br /> � \ STEEL HEX NUTS <br /> (TVF) 0#4(TYP.) a 8"(IN)DIAM. CRIMP-0N CONNECTOR-CRIMPED <br /> r BOLT CIRCLE —./ 1 <br /> FINISHED 3" N)STEEL PIPE WITH A MANUFACTURER'S <br /> 1 1? 3 8118"(IN)DIAM. 3"(IN)STEEL PIPE RECOMMENDED CRIMPER <br /> GRADE CLR HOLE ��(SCHEDULE 40) <br /> (SCHEDULE 40) GROUNDING CONNECTION DETAIL <br /> { 11141111111 BASE PLATE DETAIL <br /> IO ANCHOR BOLT TEMPLATE * WELD STUD TO POLE WALL TO MAXIMUM EXTENT <br /> 19 POSSIBLE-1/2'(IN)MINIMUM WELD <br /> it <br /> vi °• 1—-TI-IF- CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS <br /> O • <br /> 0 II I <br /> ir � I La TOP OF EQUIPMENT EQUIPMENT GROUNDING <br /> Z g - 1--_ 1,,,. . � • SIDEWALK CONDUCTORGROUNDING CONDUCTOR <br /> ;� BASE PLATE ASSEMBLY- <br /> I. i i i i i I - • 3/16' a 1/2'(IN)DIAMETER STEEL HEAVY HEX NUT,WITH <br /> • • {'11- <br /> Fi <br /> 12'(IN)FLAT WASHER,TWO EACH REQUIRED PER <br /> 2 12'(IN)CLR.•' I �'. R I 12"(IN)STEEL BASE PLATEANCHOR BOLT-MINIMUM OF TWO THREADS ABOVE <br /> i - TOP OF NUT OR 5/8"(IN)MAXIMUM(TYP.) <br /> �P')' r 1 PREMOLDEDJOINTFILLER ��# <br /> it <br /> GROUT PAA-INSTALL m,,,.. ..,•• <br /> it1/2'(IN)BASE PLATE- AFTER PLUMBING <br /> •.II i i I ©#4('TYP) SEE DETAIL STANDARD c) <br /> • 0#4(TYP.) 3/8'(IN)DRAIN TUBE �l <br /> „ �R ANCHOR BOLT TEMPLATE ASSEMBLY TOP OF CURB <br /> ANCHOR BOLT TEMPLATE-TWO REQUIRED 'I(1 "47' �_ �� =� Y(IN) �t)SE <br /> 7 / Y CONDUIT COUPLING-INSTALL !'- -•'■ ., PVC STUBOUT 4L' py <br /> 12'(IN)°°24”(IN)FULL THREAD ANCHOR .�'l'1" <br /> ° • t FLUSH WITH TOP OF FOUNDATION. el ;N �O A ON NASy� � <br /> BOLTS-FOUR REQUIRED h dy• ° <br /> ry-•�7y- (DO NOT GLUE PVC T) ,Y, t.--vil <br /> ' � iI I Ii _ _ 1 1!2"CLR. TOP OF SECTION B 4, , <br /> 1"(IN)DIAMETER 1/2°(IN)DIAM.STEEL HEAVY HEX NUTS- I (TYP.) <br /> - <br /> ELECTRICAL CONDUIT • FOUEQUIRED PER ANCHOR BOLT -t-.1-- -- r SIDEWALK O F d . <br /> FLAT WASHERS-FOUR LI <br /> ° i 'S �' ( f <br /> cc <br /> REQUIRED PER ANCHOR BOLT a ° 'I - I� �•'. � t `s° <br /> J ---..� (.� <br /> _ • L 1�� p O, 4,,,_39829,,, ,, <br /> SQUARE ir'-�li p 1,'\PREMOLDED NU, 'I'STA •} <br /> n JOINT FILLER 8 OVAL "' <br /> SECTION O o o f 11 e _ <br /> I: ANCHOR BOLT Bailey,Tod <br /> ' I� ° TEMPLATE ASSEMBLY `\` 1 lun 26 2014412 PM <br /> 0 ` !!!/// <br /> REINFORCING STEEL BENDING DIAGRAM 4 ----.-4.' ©#4(TYP.) ` ACCESSIBLE PEDESTRIAN <br /> SEE STD.SPEC,8-07.1(2) ,,. ` PUSHBUTTON WITH <br /> FOR BENDING DIAMETERS CURB BASE <br /> ' 135' ,� STANDARD PLAN J-20.11-02 <br /> HOOK m <br /> h #4 (TYP.) 1-6" -{ 1'(IN)DIAMETER _!% SHEET 1 OF 2 SHEETS <br /> d #4 Q#4 D ELECTRICAL -�_` APPROVED FOR PUBLICATION <br /> CONDUIT —��� - a , Munich,Paseo <br /> 1 6' •1-6' ''T''JJ"— Jun302014 3,10 PM <br /> 1... <br /> 1 I 6TATE8E1gNB101N®t <br /> 1'-1" ELEVATION wo.Mnom md <br /> Sloth.Deportment 1bman <br /> n.#. x <br /> "' DIMENSIONS ARE OUT TO OUT TYPE PPB STANDARD DETAILS PERSPECTIVE VIEW T <br />