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TRAFFIC SIGNAL NOTES: <br /> 1 . ALL SIGNAL POLES AND PULL BOXES SHALL BE LOCATED IN THE FIELD BY THE ENGINEER. <br /> 2 2. ALL EXCAVATED AREAS SHALL BE PROTECTED FROM PEDESTRIAN AND ALL VEHICULAR TRAFFIC <br /> AT ALL TIMES. <br /> OC 3. CONTRACTOR SHALL BACKFILL WITH CUTBACK EACH NIGHT ANY AREA NOT COMPLETED TO <br /> ITS FINISHED STATE. <br /> -- 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY P.G.&E. AND OTHER UTILITY COMPANIES <br /> PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL CALL USA (800-642-2444) <br /> o % 48 HOURS PRIOR TO ANY EXCAVATION. <br /> 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL EXISTING SUBSTRUCTURES WHETHER <br /> OR NOT THEY ARE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL LOCATE THE EXISTING <br /> / STUCTURES BY POTHOLING PRIOR TO INSTALLING FOUNDATIONS. <br /> 6. EXISTING IMPROVEMENTS, INCLUDING SUBSTRUCTURES, THAT ARE DAMAGED BY THE CONTRACTOR, <br /> I WHICH ARE NOT DESIGNATED BY THE PLANS OR SPECIFICATIONS TO BE DISTURBED, SHALL BE <br /> RESTORED OR REPAIRED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. <br /> 7. CONTRACTOR SHALL ABANDON EXISTING SIGNAL CONDUITS THAT ARE NOT TO BE REUSED. <br /> 0 <br /> 2 <br /> a � <br /> POLE AND EQUIPMENT SCHEDULE <br /> STANDARD VEH SIG MTG PED SIGNAL PPB HIPS SPECIAL <br /> ,1 N0. Most LUMINAIRE REQUIREMENTS <br /> Scale: 1 ��= 40' TYPE Sig M.A. Lum M.A. Arm Pole MTG 0 ARROW <br /> QA ® 16-1 -70 RS SV-1 -T SP-1 -T RS EXIST. POLE AND SIGNAL EQUIP. <br /> ® 9 i�a 30' 12' MAS 250 W DA PEU <br /> © 1 -B TV-1 -T SP-1 -T 2 ® EXIST. POLE AND PED HEAD. <br /> QD 1 -8 TV-1 -T SP-1 -T 2 ® EXIST. POLE AND PED HEAD. <br /> ® ® 16-1 -70 ® ©A <br /> © 44—==aoE)- 30' 12' MAS SV-1 -T SP-1 -T 250 W ® EXIST. POLE AND SIGNAL EQUIP. <br /> 1 22 3 C-C b <br /> 0 4 /A) ->7si-L-L-� <br /> B JA) 1,45�1 OF <br /> g2 <br /> 1 1 02 PHASE DIAGRAM CONDUCTOR AND CONDUIT SCHEDULE <br /> m I02 CAB�R CONDUCTOR RUN Q <br /> 1 I POLE B 1 -1 <br /> / 3-12 <br /> POLE C 1 -1 <br /> CONDUCTOR POLE D <br /> 1 b CABLE POLE F <br /> I POP 02 02 04P TOTAL CABLE 1 -1 3-3 2-2 1 -1 <br /> I #10 INTERSECTION LIGHTS 2 2 2 2 <br /> 1 #6 SIGNAL SERVICE <br /> I #14 PEU 3 <br /> CONDUIT SIZE 2" 1 2" 1 2" 12" <br /> 1 <br /> / 02 <br /> 3 <br /> I <br /> 02 <br /> g2 3 1 1 NOTES THIS SHEET ONLY <br /> e2 Q IRC1 EXISTING GUARD RAIL. <br /> M`� c <br /> Q RS EXISTING TYPE 16-1 -70 SIGNAL POLE AND <br /> SIGNAL HEADS, [RCj FOUNDATION. \ <br /> O Q FRC1 EXISTING BOLLARDS. <br /> 91 RS EXISTING TYPE 1 B POLE AND PED HEAD, <br /> 4 5 INSTALL NEW POLE ON EXISTING FOUNDATION. <br /> Q FRCI EXISTING PULL BOX, INSTALL NEW #5 PULL BOX. <br /> Scale : 1 "= 10 ' 4 <br /> Y <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> x 44/98 WATERLOO ROAD IMPROVEMENTS NO. SHEETS <br /> Y. ..1A. Ywero 42/98 <br /> �y I�iZ,�M COUNTY OF SAN JOAQUIN SCALE AS SHOWN SIGNAL PLAN ("E" Street to State Highway 99) 15 17 <br /> FILE NAME 77 DRAWER SHEET N0. ACAD REVISIONS DATE <br /> signal l .dwg e:\project\waterloo\signal1 <br /> COAD <br />