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I <br /> ALL STANDARDS WILL BE COUNTY FURNISHED <br /> STAINLESS STEEL BAND <br /> 3/4" (min SIGNAL SCHEDULE <br /> STREET <br /> LOCATION TYPE HEADS MTG'S BYLATE HEAD MTG'S PPB' OTHER SIIGN <br /> APPLICABLE STANDARD PLANS <br /> OA l-B IW-33 TV-I-T I - - - • <br /> ES- IA ES-3D ES-6A 2W-3s SV-2-TA 2 +� <br /> 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 <br /> SIGNAL ARM --'' ES-2A ES-4A ES-6S © I —B 2W-3S TV-z-T 2 1W—IS SP-I-T 6PPB* <br /> " $16N MOUNTING E$-2C ES-4B ES-6T - - SIGNAL M.A.-45', LUMINAIRE MA.-12 , 200W RRSV. WAGNER <br /> JL 1 / 2 STAINLESS ES-8 26-4-8 IW-3S MAT 1 IW-IS SP-I-T 4PPB <br /> nO;D <br /> STEEL PIN MANGER ASSEMBLY IW_3S MAS I HEIGHTS RD. <br /> 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. <br /> (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 <br /> �� ES-SF * SIGNAL MA.-45�,LUMINAIRE M•A.-12�, 20OW HPSV.IINSTALL P.EJU. WAGNER <br /> .080" ALUMINUM © 26-4-80 IW-3S MAT I IW-IS SP-I-T 8PP8 <br /> IW-3S MAS I HEIGHTS RD. <br /> VARIABLE LENGTH-SPECIFY-SIGN LENGTH SIGN I — B IW-3S TV+T I — — — <br /> ALL MATERIAL FURNISHED SHALL BE RUST RESISTANT. O <br /> ALL BOLTS IN FASTENERS SHALL BE STAIKESS STEEL AND <br /> COATED TO PREVENT CONTACT WITH METAL SURFACES. jE = Pedestrian equipment shown at locations indicated is for future use.(see note *18) <br /> 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 <br /> AT A LENGTHTO BE CUT AS REQUIRED FOR LEVEL DEPARTMENT OF TRANSPORTATION AND THE SPECIAL PROVISIONS FOR THIS PROJECT. <br /> N _ NOTE-5THE SIGN SHALL BE DOUBLE FACE WITH WHITE <br /> REFLECTIVE LETTERING ON GREEN REFLECI4VE <br /> BACKGROUND ( SEE SPECIAL PROVISIONS) I. Equipment locations are approximate. Final locations shall be determined in the field by the Engineer. <br /> SIGN HARDWARE SHALL BE ALUMINUM (NO SCALE ) N N 50A 2. Extreme care shall be used in the installation of all mast arm standards. <br /> -)- -� MAI <br /> 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. <br /> . ^ 3oA 4. All signal heads shall have vented back plates. <br /> (Hanger asldembly and sign to be furnished and installed by Contractor) PEC LIGHTING <br /> 208V 5, Final location of the loops will be determined in the field by the Engineer. <br /> r' 440A SIGNALS 120\1 6. The splicing of spares are permitted in pull boxes. <br /> 7 <br /> 120/208V <br /> 8. All pull boxes shall be No-5 unless noted on the plans. <br /> CONDUCTOR SCHEDULE 120/208Y SERVICE WIRING DIAGRAM 9. Service shall be Type =AF in accordance with ES- 2C ( 120/208V) <br /> I I <br /> CONDUCTOR 10 12 1410 12 14 1012 14 10 12 14101214101214101214 10121411214 101214 10 12141012141012 141 12 141 1214 <br /> 10. Left turn . signal heads Shall use arrow designations. <br /> 01 SIGNAL (future) 3 3 6 3 3 3 <br /> 02 SIGNAL 3 3 3 3 11. Label pedestrian and signal commons separately in the controller cabinet. <br /> 03 SIGNAL (future) 3 3 3 <br /> 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. <br /> 05 SIGNAL (future) 3 3 <br /> 06 SIGNAL 3 3 6 3 3 3 3 13. Pavement markings and striping shall be done by others. <br /> 07 SIGNAL (futufe) 3 3 3 COUNTY FURNISHED MATERIALS a EQUIPMENT LIST <br /> 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, <br /> SIGNAL COMMON I I I 2 I I I I <br /> 01 DETECTOR(future) + - + A. All standards- Includes poles, signal and luminaire most arms, anchor ( Call USA 800-642-2949 prior to excavating.) <br /> 02 DETECTOR (future) + + 2+ 2+ bolts and <br /> pole top adaptor for P.EU. <br /> 03 DETECTOR(future) + + 15. Flashing indications shall flash red on all phases. <br /> 04 DETECTOR + 3 + _ B. Controller,Cabinet a Anchor Bolts - Includes Type 90 system controller, <br /> 05 DETECTOR(future) + + 16. The Contractor shall install conduit and cable for telephone interconnect, cable shall be furnished by P. T.&T. <br /> 06 DETECTOR(future) 2+ 2+ + and all necessary auxiliary equipment for the future full 8 phase;operation <br /> 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. <br /> 08 DETECTOR 3+ 3+ <br /> 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 <br /> 06 PEDESTRIAN (fut.) 2 2 _ 2 2 <br /> 08 PEDESTRIAN(fut.) 2 4 2 loco/ices designated in the special provisions. cabinet foundation shall extend 18 inches above the finished Surface. <br /> 2 PPB - I I I <br /> 6 PPB (future) I I I <br /> 8 PPB (future) I 1 LOOP SENSOR TABLE <br /> PPB "COMMON I I 2 I I I <br /> LUMINAIRE 2 2 4 2 2 2 <br /> 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 <br /> P.E.C. 3 A B <br /> 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 <br /> 4 PPB I I 2 1 1 1 <br /> 30 <br /> 3 I 5A (4) South Lincoln Street, <br /> 4 6A (4) 19 The Contractor shall be required to obtain an encroachment permit at no cost from the City of Stockton. <br /> e <br /> 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 <br /> 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' <br /> SIZE CONDUIT 2" 3" 3° 2-3" 3" 2" 3 3" 7 2 60 (2) <br /> 8 6B0 CALL FUNCT. (2) 21 . Conduit runs are for information only. See specifications <br /> + = DETECTOR LOOP CABLE (DLC) <br /> 9 4A (3 22. Pedestrian indications and pedestrian push button signs shall be international symbols. <br /> NOTES THE TOTAL NUMBER OF WIRES SHOWN DOES NOT INCLUDE THE LOOP DETECTOR CABLES. IO 4B# (4) <br /> 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. �. <br /> LEAVE 30' CONDUCTORS AND 5' DLC COILED IN-TERMINUS P.B. 12 8B (3) <br /> 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. <br /> 14 8C DELAY FUNCT. ( 1) <br /> *=FUTURE <br /> ( ) = Loops per sensor channel <br /> PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVALRECOMMENDED BY DATE PROJECT THORNTON ROAD a SHEET 5 TOTAL <br /> COUNTY OF SAN JOAQU I N scALE : NONE DETAILS WAGNER HEIGHTS ROAD <br /> DRAWING N0. TRAFFIC SIGNAL SYSTEM 3 3 <br /> FILE NAME NO• DRAWER SHEET NO. <br /> Ro 7— <br /> �3 <br />