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HomeMy WebLinkAboutT-2211143 w a Eo oia a N� aN �Qo O \ /erj d�C?� 4! <o m Soo° Or SE TO G\_ AOM MEAT v R Q- GP 9fP CD SIGNAL ARM 41 2 / ATTACHMENT POINT .. Q ,�' Q POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO OaPOINT LOCATION STATION ALL HANDHOLES AT 18& m POLE ORIENTATION AND ATTACHMENT POINT DETAIL PLAN VIEW EXAMPLE, SIGNAL STANDARD NO. 2, STATE ROUTE NO. SR 97, MP 69.09 d is -4 1/2" - POLE ATTACHMENT POINT ANGLES (deg) X X X X X I_ 2 9 9 9 9 x x x x STATE ROUTE NUMBERS SHALL BE A MINIMUM MILE POST NO. 2 C E1 E2 A B G1 G2 H 11 12 3' RD 3'SQ 4'RD 2 0 BRONSON WAY NORTH SUNSET 0 I I 2 o I I 0 I °D I I 0 I I - TYPE PPB TYPE PS TYPE I PPB POST PED. HEAD VEHICLE HEAD STANDARD STANDARD SIGNAL STANDARD IDENTIFICATION TAG DETAIL SIGNAL STANDARD NO. EXAMPLE, SIGNAL STANDARD NO. 2, STATE ROUTE NO. SR 97, MP 69.09 SIGNAL MAST ARM DATA is -4 1/2" - POLE ATTACHMENT POINT ANGLES (deg) X X X X X I_ 0 2 0 9 7 I 1 314' WINDLOAD AREA5 FT X Y XXX.xx x STATION OFFSET FT. LT. RT. P.O.A. 069.09 x x x x STATE ROUTE NUMBERS SHALL BE A MINIMUM MILE POST NO. OF 3/8' HIGH f- MASTARM SCHEMATIC ONLY 2 Q SPAN WIRE TO BE INSTALLED B1 B2 B3 B4 B5 i 2 P 2 b B6 - - b B7 B9 "B10 h b - - a o IF VERTICAL CLEARANCE a I or MINIMUM: 16' -6" Ph H Ir rb mmu9 3/8 "0 PLASTIC DRAIN TUBE - 3/4" CHAMFER. CV () I UNPAVED SURFACE N CLASS 3000 CONCRETE 8 #8 BARS EQUALLY SPACED LIMITS OF VERTICAL CLEARANCE REQUIREMENT Bo ROADWAY reH TYPE II TYPE III TYPE IV TYPE V CURB OR EDGE OF SHOULDER MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN TYPE SD SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD Imo- 2 1/2" CL. \ 5' SQ. OR RD., OR 4' R LEGEND -GROUT PAD THICKNESS= NUT HT. +1" MAX. PAVED SURFACE z 2 �x _ as ° z w o o -2 1/2" CL. #4 HOOPS, RD. OR SQ. AT 1' -0" APPROX. CTRS. a. VEHICLE SIGNAL HEAD b. SIGN c. STREET NAME SIGN d. PRE -EMPT DETECTOR e. DELETED (10/22/90) f. LUMINAIRE g. PEDESTRIAN SIGNAL HEAD h. CABINET L PEDESTRIAN PUSH BUTTON ASSEMBLY I HANDHOLE SIGNAL STANDARD DETAIL CHART NO © FIELD LOCATION TYPE MOUNTING HGT. (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FIT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTH (FT) O REMARKS OFFSET DISTANCE FT)(Z (POLE Z TO ATTACH. PNT. WINDLOAD AREA5 FT X Y (X)(Y)(Z) STATION OFFSET FT. LT. RT. P.O.A. Al A2 61 62 B3 64 B5 B6 H7 69 610 611 61 62 B3 64 B6 67 69 610 611 TTL.(FT) 3 C C E1 E2 A B G1 G2 H 11 12 3' RD 3'SQ 4'RD BRONSON WAY NORTH SUNSET 1 EXISTING - - - - - - - - - - - - - - - - - - - - - - - - - EX - 2 SR169 1553 +56 64 - ✓ 0' III 19.5' 35 35 - 24 - 9 13 - - - 8 9.2 - 19.2 - 19.21 - - - 19.75 741 12 0 7 - 3 EXISTING - - - - - - - - 22 - 17 - - - - - - - 7.5 - 7.5 - - - - - - - - - - - - - - - - - EX - 4 SR169 1553 +24 38 ✓ - 270` PPB - - - - - - - - - - - - - - - - _ - - _ - _ - - - - - 225 - 45 270 - - - - 5 SR169 1553 +01 36 ✓ - 0' SD 18.5' 35 55 - 45 - 39 34 - 24 - 15 9.2 9.2 - 9.2 - 9.2 - 9.75 1600 10 0 - - - - - 135 - - - 13 - N.E. 3RD STREET SUNSET 1 SR900 13 +39 43 - ✓ 0' III 19.5' 35 42 - 33 - 27 22 - 10 - 5 19.2 - 9.2 - 9.2 - 9.2 - 7.5 1022 6 0 - - 135 45 225 135 0 270 - 7 - 2 NE 3RD 13 +34 34 ✓ - 0• III 20.0 35 32 - 22 - 11 12 - - - 7 9.2 - 11.6 - 9.2 - - - 9.75 728 6 0 - - - 45 225 135 0 270 - 7 - 3 SR900 12 +78 43 ✓ - 0' III 20.0 35 42 - 32 - 14 21 - 8 - 5 9.2 - 9.2 - 9.2 - 9.2 - 7.5 985 6 0 - - - 45 225 135 0 270 - 7 4 NE 3RD 14 +35 34 - / 0' III 20.0' 35 35 - 25 - - 14 - - - 7 9.2 - 11.6 - 9.2 - - - 9.75 809 6 0 - - - 45 225 135 0 270 - 7 - f FUTURE WIND LOAD OEM ANALPHA Engineering Group, Inc. E�IONAL �Gl / �'Q /6 EI(PIRES 9/18/96 T2211 19 18 17 18 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19