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~ ' ` ~-_-__'-____-_---_-_- � | � / ' ^ ^ ~ ` - CONDUCTOR SCHEDULE CONDUCTOR SIZE 10 11211410 12 14 10 12114 10112 1410 12114 10112 1410112114 10 12114101121410112- 114 10 1214 10112 14 10 12 11410112 14 10 12114 10 12 14 1 16 0 Ci Signal 13 1 3 SIGNAL SCHEDULE VEHICLE SIGNAL 0 C2 Signal 3 1 3 13 3 LOCATION TYPE TYPE MOUNT I REMARKS xxvi 3W-3S B-4 0 B2 Signal 13 131 1 6 2(IW-3S) M-I/M-2 40 M.A. Most arm mountings shall be M-I f oi left turn signals Signal Common 1 12 Xxvi IW-3S B- 1 ond M-2 for through signal. Ai Detector I–A D2 XiX Ci 11 IW-3S B- 1 2 1 C2 C2) I XXVI IW-3S B-1 Same remarks as Bi D2 If Bi D3 xv Luminalre B2 If I C2 20 Type 9 2(IW-IS) — Type M Photo Electric Control Ai Calling 01 Type 9 20W-IS). — If A2 C2j Luminaire 1 2 21 2 21 11 1 oil it Sign Lt. Control 2 if it BPP 11 21 1 if if APP if 2 12 V Neutral it 2 TOTAL W I RES _2 ++22 5 711 -- 1 17 31 1 5 6 8124147 17 t3 J23 3 316112 2 , 2 L2 5+10 — CONDUIT SIZE 1. Final location of standards and loops will be determined in the field by the resident engineer. 1 1 2 1 2 1 11 1 1 11 3 3 1 If 47 "--L_ 1 2. The wiring and layout of the multiple loop configuration shall be connected series-parallel in Magnetometer Cable Included Where Shown Loop Detector Cable accordance with the manufacturers specifications. 3. The modules shall consist of (2)-type " d " for Wilson Way through traffic,(2)-type "s" for Wilson Way left turn traffic, and (2)-type " s" for Newton & McAllen Roads traffic, (IYB2 4. All most arm signal heads shall have all 12" sections. 5. The controller will be a 6 phase fully actuated controller of the modular digital type. POWER SOURCE 8 080 6. Loops designated as calling detectors will be non � operational during thei� specified phase. 120 240 V 00 0 000 7. The mast arm signals at (8) (f) shall be optically programmed adjustabI4 face 12 11 trof f ic signals. 8. The modules for the phases with the multiple loop configuration shall operate on the lane Meter Socket 1' 000 000 occupancy principal . 40 200 9. Control unit for magnetometer detectors shal I be the permanent time delay ty pe and shall signal L continually the presence of any vehicle until the vehicle leaves the , area of detection, whereupon the vehicle call shall drop after a delay which shall be adjustable from Selector Switch IL 000 080 approxmately 0.10-second to 3 .0 seconds. The final location of the magnetometers shall Control ler be according to the manufacturers recommendation. 0 0 240 V to Lights 10. The advance flashing beacons shall have 12 ' sections. 000 @00 11. Advance flashers on overhead standards shall be alternating . R = Red 12. Extreme care shall be used in the installation of all mast arm standardis. SERVICE WIRING DIAGRAM FR = Flashing Red 13. Location .- of utilities shown are approximate and should be verified prtior to beginning of G = Green work in the area . — FOR 120 /240 V SERVICE FY = Flc)shing Yellow AS BUILT CORRECTIONS BY- PRE- EMPTION DIAGRAM NO CHANGES - D. Rock DATE 6 - 6 - 74 � . PROJECT ENGINEER DATE .1HECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE .......__ T_ _ ______ _____ SHEET TOTAL. PROJECT COUNTY OF SAN JOAQUIN NO SCALE Signal _ y_ ' - m Traffic Eng. Asst. N ov. 1972 Junior Civil Eng. raffic En ineer 0_r� Nov. 1972 Nov.1972 Assist Director Uf Public Works Nov.19*rg �� �U�� N�� at McAllen a Newton Rd . DRAWING NO. Traffic Signal Detail 3 3 ` ----- ---'-----------'------------'---�------------------------------'�--'-----.... ...... �-------------- --------'-'----------------�------------------- ----- --'-------------- K ^� ~~ � � �� ---------'- -- ��-�- '-�- -- ��-�---'--------- --- --' ----''' -- - -� --- --------'-�--�- '----'-�--� � --- '-�-'-----�------�-- --_ '-'___-_---'---___-'_-__--_-^_-_ _____� ��y ="r--p- - ---------�---- -�-- --- �-� � - �