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I ALL STANDARDS WILL BE COUNTY FURNISHED STAINLESS STEEL BAND 3/4" (min SIGNAL SCHEDULE STREET LOCATION TYPE HEADS MTG'S BYLATE HEAD MTG'S PPB' OTHER SIIGN APPLICABLE STANDARD PLANS OA l-B IW-33 TV-I-T I - - - • ES- IA ES-3D ES-6A 2W-3s SV-2-TA 2 +� ES-IB ES- 3E ES-6R � 26-4-60 IW--3S MAT I 2W- IS * SP-2T BPPBe SIGNAL MA.-45, LUMINAIRE MA.-12, 2oow H.Psv. THORNTONROL SIGNAL ARM --'' ES-2A ES-4A ES-6S © I —B 2W-3S TV-z-T 2 1W—IS SP-I-T 6PPB* " $16N MOUNTING E$-2C ES-4B ES-6T - - SIGNAL M.A.-45', LUMINAIRE MA.-12 , 200W RRSV. WAGNER JL 1 / 2 STAINLESS ES-8 26-4-8 IW-3S MAT 1 IW-IS SP-I-T 4PPB nO;D STEEL PIN MANGER ASSEMBLY IW_3S MAS I HEIGHTS RD. ES-3A ES-5A ES-10 SV-2- 2 2PPB SIGNAL MA•-45, LUMINAIRE MA.-12 20OW HP.SVUenpih varies) ES-3B ES- 56 ES-II G) 26-4-80, Iws MAT I 2w-Is sP-2-T' 4PP8THORNTON RD. (ALUMINUM) MAS VAR• ItBRASS BUSHING OR ES-3C ES-5D ES-13 OF 2W3S TV-2-T 2THORNTON OIL-)LITE BUSHING 2c2 ALUMINUM ANGLE I- B 1w-1s* SP-1-T* 2PPB �� ES-SF * SIGNAL MA.-45�,LUMINAIRE M•A.-12�, 20OW HPSV.IINSTALL P.EJU. WAGNER .080" ALUMINUM © 26-4-80 IW-3S MAT I IW-IS SP-I-T 8PP8 IW-3S MAS I HEIGHTS RD. VARIABLE LENGTH-SPECIFY-SIGN LENGTH SIGN I — B IW-3S TV+T I — — — ALL MATERIAL FURNISHED SHALL BE RUST RESISTANT. O ALL BOLTS IN FASTENERS SHALL BE STAIKESS STEEL AND COATED TO PREVENT CONTACT WITH METAL SURFACES. jE = Pedestrian equipment shown at locations indicated is for future use.(see note *18) THE SIGN MOUNTING HANGER ASSEM'BELY'SHALL @E��ROW�ED M ALL WORK AND MATERIALS SHALL CONFORM TO THE PLANS AND SPECIFICATIONS DATED JULY 1984 OF THE CALIFORNIA AT A LENGTHTO BE CUT AS REQUIRED FOR LEVEL DEPARTMENT OF TRANSPORTATION AND THE SPECIAL PROVISIONS FOR THIS PROJECT. N _ NOTE-5THE SIGN SHALL BE DOUBLE FACE WITH WHITE REFLECTIVE LETTERING ON GREEN REFLECI4VE BACKGROUND ( SEE SPECIAL PROVISIONS) I. Equipment locations are approximate. Final locations shall be determined in the field by the Engineer. SIGN HARDWARE SHALL BE ALUMINUM (NO SCALE ) N N 50A 2. Extreme care shall be used in the installation of all mast arm standards. -)- -� MAI MAST ARM MOUNTED STREET NAME SIGN �-• 15A Ptu 3. Location of utilities shown are approximate and should be verified prior to beginning of work in the area. . ^ 3oA 4. All signal heads shall have vented back plates. (Hanger asldembly and sign to be furnished and installed by Contractor) PEC LIGHTING 208V 5, Final location of the loops will be determined in the field by the Engineer. r' 440A SIGNALS 120\1 6. The splicing of spares are permitted in pull boxes. 7 120/208V 8. All pull boxes shall be No-5 unless noted on the plans. CONDUCTOR SCHEDULE 120/208Y SERVICE WIRING DIAGRAM 9. Service shall be Type =AF in accordance with ES- 2C ( 120/208V) I I CONDUCTOR 10 12 1410 12 14 1012 14 10 12 14101214101214101214 10121411214 101214 10 12141012141012 141 12 141 1214 10. Left turn . signal heads Shall use arrow designations. 01 SIGNAL (future) 3 3 6 3 3 3 02 SIGNAL 3 3 3 3 11. Label pedestrian and signal commons separately in the controller cabinet. 03 SIGNAL (future) 3 3 3 04 SIGNAL 3 3 6 3 3 12. Installation of detector wire in saw cuts shat I be done in the presence of the Engineer. 05 SIGNAL (future) 3 3 06 SIGNAL 3 3 6 3 3 3 3 13. Pavement markings and striping shall be done by others. 07 SIGNAL (futufe) 3 3 3 COUNTY FURNISHED MATERIALS a EQUIPMENT LIST SI SIGNAL 3 s s 3 14. The Contractor shal I be responsible to notify P.G.& E. and other utility companies prior to start of work, SIGNAL COMMON I I I 2 I I I I 01 DETECTOR(future) + - + A. All standards- Includes poles, signal and luminaire most arms, anchor ( Call USA 800-642-2949 prior to excavating.) 02 DETECTOR (future) + + 2+ 2+ bolts and pole top adaptor for P.EU. 03 DETECTOR(future) + + 15. Flashing indications shall flash red on all phases. 04 DETECTOR + 3 + _ B. Controller,Cabinet a Anchor Bolts - Includes Type 90 system controller, 05 DETECTOR(future) + + 16. The Contractor shall install conduit and cable for telephone interconnect, cable shall be furnished by P. T.&T. 06 DETECTOR(future) 2+ 2+ + and all necessary auxiliary equipment for the future full 8 phase;operation 07 DETECTOR(future) + + + wired in a Type "P" cabinet as. specifiedin.. the special provisions. The-_Contractor_shaU._make_arrangements through the Engineer to pick up cable from the P.T.&T. yard. 08 DETECTOR 3+ 3+ 02 PEDESTRIAN 2 2 2 Contractor shall pick-up County furnished materials and equipment from 17. The Contractor-Shall --construct--the_ foundation for the. County furni ka-d Type 90 Control ler. The controller 06 PEDESTRIAN (fut.) 2 2 _ 2 2 08 PEDESTRIAN(fut.) 2 4 2 loco/ices designated in the special provisions. cabinet foundation shall extend 18 inches above the finished Surface. 2 PPB - I I I 6 PPB (future) I I I 8 PPB (future) I 1 LOOP SENSOR TABLE PPB "COMMON I I 2 I I I LUMINAIRE 2 2 4 2 2 2 SPARES 3 3 3 6 3 3 3 3 TYPE LOOP DETECTORS 18. The COrttrQctor shall furnish all the pedestrian signal heads, , framework , and pedestrian push buttons necessary to provide P.E.C. 3 A B 04 PEDESTRIAN 2 2 4 2 2 1 IAS' (4) the ultimate operation. The unused equipment shall be delivered to the City of Stockton's Corporation Yard located on 4 PPB I I 2 1 1 1 30 3 I 5A (4) South Lincoln Street, 4 6A (4) 19 The Contractor shall be required to obtain an encroachment permit at no cost from the City of Stockton. e TOTAL DET. CABLE I 3 7 14 7 I 4 - 5 20 (2) 20. A Type 90 system controller and all auxiliary equipment wired in. a " P " cabinet will be furnished b the Count TOTAL WIRES 1 - 6 3 5 3 - 0 4 - 64 3 - 31 1 6 3 '- 25 3 13 6 2B CALL FUNCT. (2) YP Y YY Y' SIZE CONDUIT 2" 3" 3° 2-3" 3" 2" 3 3" 7 2 60 (2) 8 6B0 CALL FUNCT. (2) 21 . Conduit runs are for information only. See specifications + = DETECTOR LOOP CABLE (DLC) 9 4A (3 22. Pedestrian indications and pedestrian push button signs shall be international symbols. NOTES THE TOTAL NUMBER OF WIRES SHOWN DOES NOT INCLUDE THE LOOP DETECTOR CABLES. IO 4B# (4) INSTALL ALL WIRES INDICATED FOR FUTURE USE AND RUN FROM CONTROLLER CABINET TO P.B. 1I 3 8A (3) 23. All traffic signal heads shall have 12"sections. �. LEAVE 30' CONDUCTORS AND 5' DLC COILED IN-TERMINUS P.B. 12 8B (3) 13 4 4C DELAY FUNCT. (I ) 24. All conduits and and standards. shall be installed to the depth and elevations required to serve future/proposed grades. 14 8C DELAY FUNCT. ( 1) *=FUTURE ( ) = Loops per sensor channel PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVALRECOMMENDED BY DATE PROJECT THORNTON ROAD a SHEET 5 TOTAL COUNTY OF SAN JOAQU I N scALE : NONE DETAILS WAGNER HEIGHTS ROAD DRAWING N0. TRAFFIC SIGNAL SYSTEM 3 3 FILE NAME NO• DRAWER SHEET NO. Ro 7— �3