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CONDUCTOR TABLE EQUIPMENT SCHEDULE <br /> VEHICLE SIGNAL PED. SIGNAL PED. PUSH BUTTON <br /> AWG CIRCUIT CONDUIT RUNS LOCATION TYPE TYPE MOUNT TYPE MOUNT PHASE ARROW REMARKS <br /> O ® Ped. Signal and Ped. Push Button at location OI ® Luminaire <br /> ® Remaining Signal Equipment <br /> 01 3 3 6 3 3 3 3 3 O ® 8"0 Vehicle Signal Heads. <br /> B <br /> 02 3 3 3 3 3 3 Remaining Signal Equipment to remain in place. JO <br /> 03 3 3O ® Ped. Signal and Ped. Push Button at location KO ® Type 1—A Signal Standard <br /> C ® Remaining Signal Equipment <br /> 04 3 6 3 3 3 3 <br /> ® 8"0 Vehicle Signal Head. <br /> 05 3 3 3 O ® Remaining Signal Equipment to location <br /> 06 3 3 6 3 O ® Ped. Signal and Ped. Push Button at location O ® Luminaire <br /> 07 3 3 3 3 3 ® Remaining Signal Equipment <br /> NO08 3 3 3 3 r ® 8"0 Vehicle Signal Head. <br /> O Remaining Signal Equipment to remain in place. O <br /> 14 ® Ped. Signal and Ped. Push Button at location 0 ® Type 1—A Signal Standard <br /> 02 PED 2 2 2 2 2 2 O ® Remaining Signal Equipment <br /> 04 PED 2 4 2 2 2 2 O ® 8"0 Vehicle Signal Heads. <br /> 06 PED 2 2 4 2 Remaining Signal Equipment to remain in place. <br /> 1 W-3S MAS, MAS 35' Signal M.A., 12' luminaire M.A, 20OW HPS, G-7 (Oro Avenue) and R34 <br /> 08 PED 2 2 2 2O 24-4-80 1W-3S 1W-2S SP-1 —T 08 -41111111111W-3S Sv-1—T sign on most arm. New cover plate on Ped head. Ped equip. from � . <br /> 02 PPB 2 2 2 2 2 <br /> 04 PPB 2 2 4 2 2 2 2 2 O 1 —A 2W-3S TV-2—T 1W-2S SP—1 —T 02 <br /> 06 PPB 2 2 1W-3S MAS, MAS 25' Signal M.A., 12' Luminaire M.A., 20OW HIPS, G-7 (Main Street) sign <br /> O 19-4-80 1W-3S 1W-2S SP-1 —T 02 <br /> 08 PPB 2 2 2 1W-3S Sv-1-T and R34 sign on most arm. Ped equipment from © . <br /> PPB COMMON 1 1 2 1 1 1 1 1 O 1 —A 2W-3SN-2—T 1W-2S SP-1 —T 04 ----11111110- Install 1—A pole , Ped equipment from Raise ped push button <br /> to standard height. <br /> 1W-3S MAS, MAS 45' Signal M.A., 12' Luminaire M.A., 20OW HIPS, G-7 (Oro Avenue) sign <br /> PEU 3 O 26-4-80 1W-3S 1W-2S SP-1 —T 04 f <br /> 1W-3S -1-T and R34 sign on most arm. Ped equipment from �E . <br /> O 1 —A 2W-3S TV-2—T 1W-2S SP-1 —T 06 —► <br /> SPARES 3 3 6 3 3 3 3 3 <br /> 1W-3S MAS, MAS 20' Signal M.A., 12' Luminaire Mk, 20OW HIPS, G-7 (Main Street) sign <br /> O 17-3-80 1W-3S 1W-2S SP-1 —T 06 <br /> 1W-3S -1—T on most arm. Install PEC Type III. Ped. equip. from © . <br /> TOTAL NO. 14 14 24 66 39 34 29 24 14 <br /> O1 —A 2W-3S TV-2—T 1W-2S SP-1 —T 08 -----n� <br /> 01 1 1 <br /> 02 4 4 4 4 4 4 <br /> 03 1 1 1 1 <br /> 04 1 <br /> 05 1 1 1 1 1 1 <br /> New equipment to be furnished by contractor shown in bold lettering <br /> 06 4 4 <br /> DLC <br /> 07 , <br /> 08 1 1 1 1 <br /> Signal Arm <br /> TOTAL DLC 0 0 14 12 7 7 5 5 O <br /> SIGNAL COMMON 1 1 2 1 1 1 1 104 Sign Mounting Hanger Assembly <br /> 8 o Stainless Steel Bond (3/4" min.) o with Adjustable Length �� <br /> o (Doubled Banded) o <br /> N O . LUMINAIRE 2 2 4 2 2 2 2 2"x2" Aluminum Angle <br /> 1/2" Stainless Steel Pin with <br /> 1 O Brass Bushing or Oil—Lite Bushing a <br /> CONDUIT SIZE (0) 1 1/2" (2) 3" 3 1/2" S, 3" 3' 2' 2" NOTES. <br /> Varies 12" Spacing (TYPIcclOt Varies <br /> 1 . All material furnished shall be rust resistant. <br /> New conduit to be furnished by contractor shown in bold lettering <br /> 2. The sign mounting hanger assembly shall be provided of a �— 0.080' Aluminum Sign (Length Varies) � <br /> length to be cut as required for leveling. <br /> 3. The street name signs shall be mounted on signal mast arms as <br /> described in the Caltrans "Traffic Manual" Section 4-04:1 , <br /> "Guide Signs General" They shall be double faced signs fabricated <br /> on aluminum blanks (0.08 inch thickness) with white legends and <br /> green background. The legend and background shall be reflective. <br /> Upper case letters shall be 8" and lower case 6". Standard MAST ARM ASSEMBLY <br /> letter spacing shall be used as described in the Caltrans Traffic <br /> Manual. <br /> 4. The sign hardware shall be aluminum and any moving parts <br /> must be made of stainless steel to prevent rusting. <br /> a <br /> o DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE SIGNAL DETAILS MAIN STREET AND ORO AVENUE NO SHEETS <br /> 1° 393 �� ��/S COUNTY OF SAN dOAQUIN NO SCALE AND NOTES TRAFFIC SIGNAL MODIFICATION 5 6 <br /> i .lX.V1 WV`�C1 �{'�y3 �"i" iL✓ta�`s,.-�-- 4/93u1�K.6c'R/p 'arf'Y/93 <br /> FILE NAME DRAWER SHEET NO. ACAD <br /> D:\Main—Oro\Schedule.dwg <br />