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OM — — — — — — — — E — all — I r — — i r <br /> ot,r �' ' GROUNDING CONNECTION- <br /> 7 ,i'1 - . SEE STANDARD PLAN J-20.20 EQUIPMENT GROUNDING <br /> CONDUCTOR <br /> ce <br /> ___ ✓ �I' SUPPLEMENTAL GROUNDING i <br /> LL 8" IN DIAMETER HOLLOW IN • • BASE PLATE ASSEMBLY- <br /> ( ) \ 0, _ CONDUCTOR (SEE NOTE 5) <br /> CENTER OF GROUT PAD ;��' r 3/4"(IN)DIAMETER STEEL HEAVY HEX NUT, <br /> m / 3/4"(IN)STEEL BASE PLATE-SEE DETAIL ! WITH FLAT WASHER,TWO EACH REQ'D <br /> 4#4 • (Dal �"( "�� PER ANCHOR BOLT-MINIMUM OF <br /> d'x�L GROUT PAD-INSTALL AFTER0 03 #4 I► Q#4 f , y.> PLUMBING STANDARD I i R 5/8-(N)MAXIMUM p OF NUT <br /> '• ) <br /> O (TYP.) • <br /> K�� '+ �r 3l8"(IN)ID.DRAIN TUBE <br /> j,/. LEVELING NUT(TYP,) <br /> • • IN GROUT PAD <br /> vil <br /> 2"(IN)LONG PVC STUBOUT <br /> O_ Off'. 3/4"(IN)CHAMFER 0#4 <br /> .' X.r,. /j FINISHED <br /> 2 12"CLR \ GRADE <br /> 1"TO 2" J '•,_ TOP OF FOUNDATION- <br /> �P') 2'-D'� I 0#4 / •\ I } ',/'a'/ I )i� FLUSH WITH SIDEWALK <br /> I "1 ��\uuu... TOP OF SIDEWALK <br /> SQUARE �• o <br /> ( 6"(IN) HOLLOW I I <br /> PLAN VIEW r. "Q INN CENTER OF (i; 12 12"CLR. 1111111.11111 <br /> in • GROUT PAD <br /> 9" FOUNDATION DETAILS r I' ^1 _'(�' PREMOLDED <br /> 1"(IN)DIAMETER I <br /> HOLE(TYP.) I J <br /> SUPPLEMENTAL GROUNDING- I+- I�( •i-!• JOINT FILLER <br /> • TYPE PS OR TYPE 1 ACCESSIBLE PEDESTRIAN CONDUCTOR CLAMP 'I' I QS#4 <br /> '� o SIGNAL POLE SIGNAL(APS)ASSEMBLY (SEE NOTE 5) I II( ''I <br /> I!) <br /> TYPE PS OR 0#4 I )!( <br /> REINFORCING STEEL TYPE 1 SIGNAL POLE )I; <br /> •' QUANTITIES LIST (TYPE 1 SHOWN) b (i ANCHOR BOLT <br /> O O <br /> MARK 0 ® 0 © o .I' CONTRACTL FOR DIAMETER CONDUIT- S <br /> 9" R A LI(IN)DIAMETER SECTION OD <br /> BOLTCIRCLEMTEE �"1 1/8/8 i QTY. 3 2 3 7 .-.-.-.-.-.-.-._..._.-._._ - - <br /> IN)STEEL <br /> HOLE(•POLE BASE PLATE 6"(N) m V-1 <br /> BASE PLATE DETAIL HAND HOLE `,J KEY NOTE <br /> �•1 1 CONDUIT COUPLING-INSTALL FLUSH WITH TOP OF <br /> 1/4'(IN)STEEL `0 ®#4 "\j,,aREMOLDD PIJ O FOUNDATION.(DO NOT GLUE PVC STUBOUT) <br /> 1"(IN)DIAMETER PLATE In \' LEER JOINT :�. <br /> O L5k NI TOP OF I <br /> 112" 112" O `CURB <br /> rr —� - TOP OF <br /> "'�1 ..ii FOUNDATION F T <br /> ' _ LIN <br /> 0 9"(IN)DIAMETER > I ✓ <br /> BOLT CIRCLE • •�.' D ,i j �. ,� vV...0 1 A Y -in <br /> ANCHOR BOLT TEMPLATE .$ . .' I : y0N>... • I d "� 5 <br /> REINFORCING STEEL BENDING DIAGRAM b -I •.• I '' •I ®#4 \I A F[\ <br /> p1I2a <br /> SEE STD.SPEC.9-07.1(2) FOR BENDING DIAMETER 135" N I••• 'I •.. " 't 1.. O� .,p.48E121 �O Q0 <br /> 1'-� HOOK v o 4' OISTBR ♦} <br /> (TYP.) I_ • 'I�,I}� b <br /> 1• " r I n �S•ONAL ECG <br /> ACCESSIBLE PEDESTRIAN <br /> OLJ <br /> OK #4 <br /> :•• I PUSHBUTTON WITH <br /> 1'-7" ANCHOR BOLT TEMPLATE ASSEMBLY � • 1 _._. CURB BASE <br /> ANCHOR BOLT TEMPLATE-TWO REQUIRED L STANDARD PLAN J-20.11-03 <br /> 3/4"(IN)•36"(IN)FULL THREAD ANCHOR 2 1/2"CLR. <br /> BOLT-FOUR REQUIRED -�. ¢ SHEET 2 OF 2 SHEETS <br /> 2-7" 3'-2" 3/4"(IN)MM.STEEL HEAVY HEX NUTS- mP•)2'-0" a O APPROVED FOR PUBLICATION <br /> FOUR REQUIRED PER ANCHOR BOLT <br /> 0#4 ©#a SQUARE PERSPECTIVE VIEW <br /> FLAT WASHERS- ELEVATION <br /> STATE DESIGN INEER <br /> FOUR REQUIRED PER ANCHOR BOLT FOUNDATION DETAIL wp:l,lnyn Slate Dap,rr1o.nt co(Transportation <br /> DIMENSIONS ARE OUT TO OUT TYPE 1 SIGNAL STANDARD DETAILS T ro <br />