Loading...
HomeMy WebLinkAbout6797-1POLE AND EQUIPMENT SCHEDULE L STANDARD MAST ARMS LUMINAIRE PPB VEH SIGNAL MOUNTING RED SIGNAL PLACEMENT C TYPE HT. SMA LMA LED (WATTS) TYPE PHASE QUAD MAST ARM POLE PHASE RED. R.S.N.S. A B REMARKS _1 - - - - - _ __ _ -- _ .`1 (N)B 2 W _- - (N)15' (N)111 (N)B 4 N - (N)SV-1-T 2 (N)SP-1-CS -ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED. (N)-NEW; (R)-REMOVE AND RETURN M CITY; (RL)-RELOCATE; (E)-EXISTING • STRAGHT ARM TRAFFIC SIGNAL GENERAL NOTES 1. ALL WORK. MATERIALS EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM M THESE PLANS, THE CITY OF —TANA DESIGN STANDARDS THE CINS SPECIAL PROMSIONS, SECTION F. CALTRANS STANDARD PLANS AND SPEOOCATIONS, LATEST EDITIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL MACES. LATEST EDITION. 2. ALL REQUIRED CONSTRUCTION PERNIM SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING OINSION PRIOR M COMMENCEMENT OF WORK. 3 CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE M CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLAN% EXCEPT ANY ON FURNISHED OR PROVIDED AS NOTED IN SECTION E. 4 LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONS BLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING FACILITIES WITHIN THE AREA OF CONSTRUCTION, THE ON ENGNMR SHALL BE NOTIFIED OF ANY DISCREPANCIES OR CONFLICTS PRIOR M COMMENCING WORK 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CONSTRUCT- 6. Al PUU-BOXES SHALL BE N¢. 6 AND CONDUIT SHALL BE S RIGID METAL UNLESS OTHERWISE SHOWN. PULLBGXES IN UNIMPROVED AREAS SHALL HAVE LOAD BEARING UDS. 7. ANCHOR BOLTS FOR TYPE 1A POLES SHALL BE INSTALLED PER RSP ES-7B DETAIL C "ANCHOR BOLTS WITH SLEEVE NUTS." a. ALL VEHICLE INDICATIONS SHALL BE 1Z" AND HAVE LEO. SIGNAL MODULES ALL PEDTRIAN HEADS SHALLAVE HLE.D. PEDESTRIAN MODULES A UUUZE PES EDESTRIAN COUNTDOWN TIMERS PER SPECIAL PROVISIONS 9. ANY EXISTING TRAFFIC SIGNALS AND UGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WTH NEW CONSTRUCTION. i 10. CONTRACMR SHALL OBTAN ARPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR M FINAL PLACEMENT. SEE DETAL THIS SHEET AND SECTION E '- 11. CONTROLLER AND SEANCE CABINETS SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. CONTRACTOR SHALL MODIFY SPRINKLER SYSTEMS AS NECESSARY. 12. CONTRACMR SHALL INSTALL CITY-SUPPUED REINFORCING CABLES AND ASSOCATED HARDWARE (2 PER SIGN) ON OVERHEAD REFLECTIVE STREET NAME I SIGNS N ACCORDANCE WITH CITY DESIGN STANDARD F02. �I 13. ALL OPEN EXCAVATIONS WITHIN THE PUBUC RIGHT-OF-WAY SHALL BE BACK-DLLED PER CITY SM. MOB OR STEEL PLATED PER CITY SM. 1CO9 DURING NON WORKING HOURS "STEEL PLATES AHEAD' WARNING SIGNS SHALL BE POSTED IN ADVANCE OF STEEL PLATE BRIDONG. PERMANENT TRENCH REPAIR SHALL BE PER ON S10. 1 COB. ,I 14 THE CONTRACTOR SHALL REPAIR/REPLACE/RELOCATE ANY AND ALL DAMAGED LANDSCAPING. IRRIGATION. SIDEWAM CURB. PAVEMENT OR ROADWAY GTHIPING M THE SATISFACTION OF THE ENGINEER. 15, GONTRACMR SHALL REFER M THE CUY ENGINEER IN THE EVENT OF A CONFLICT OR POTENTAL CQNNCT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. 16. RECORD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, MO SHALL PRONDE RECORD DRAWINGS AND ELECTRONIC ALMCAD FILES M THE ON ENGINEER. 17. AS AIR ORDER OF WORK THE CONTRACTOR SHALL PDT HOLE ALL POLE LOCATIONS PRIOR M ORDERING POLES TRAFFIC SIGNAL CONSTRUCTION NOTES �1 EXISTING CONTIR l m CABINEF M BE PROTECTED IN PLACE. �2 REMOVE EXISTING PULLBOX AS REWIRED. �3 INSTALL CONDUIT INTO EXISTING PULLBOX DETAIL 'A' NOT M SCALL BASELINE AVENUE I F, r�>e EAST EP `EXIST. C!~ I EXIST. MEDIAN 0241-143-04 7326 ALDER AVE. 6/ A{ fE)IST. AC CURdyI �. FUTURE /,� i� INPROY£MENTS F BY O1HER5 ,e DETAIL [ A -1 V{F \ 6 � i Ill 3 ~ z O n ' _ + C DETAIL "A" OI} PROP. AC DIKE r _ 2 $00 ( A1DDN AV£ 1 - �zC i PROP. CA:G -- _ _ �� ( PR Z AC DIKE lal m ................. PROP. NEDIANY" A 0243_221-17 B 7314 ALDER AVE. REMOVE �" CONDUIT 3 J ALDER �2 D[ /EXIST. AC WREt f ENST. CkG� . EXIST. NEDIMII 12 AI I L BASELINE AVENUE O MAST-ARMo MAST -ARM MOUNTING CLAMP FOR MODEL 711 OPTICAL DETECTOR 0240-201 67 2332 BASELINE AVE. EXIST. MEDIAN + IX ®®®®svv©® ®®®®svv©® ®®®®svv©® CONDUIT STATUS (N)-NEW (E)-EXISTING BARTER PHASE DIAGRAM 1 1 LA 10111 2 1 I�R 3 4 0; 192 03 04 s e 06P8 OLB / ✓J e np 05 06 07 08 0240-241-69 1295 ALDER AVE. "A" AVENUE •A" OURBERM FLOW UNE OR E OF SHOULDER "A" Q Z BCR GRAPHIC SCALE SIGNAL STANDARD PLACEMENT DIMENSIONS NOT M SCALE (IN FEET) 1 INCH - 20 FEET Underground S,N,, Alert I I I I ITKE ENGINEERING, INC. SHWLD CONSTRUCTION OF THE L;11 Y UP' P'U1V'1'AINA, UAL11"IJEIV1A SECTION 4216/4217 OF THE GOVERNMENT �ON, 2505 CHICAGO AVENUE REQUIRED IMPROVEMENTS NOT COMMENCE TRAFFIC SIGNAL MODIFICATION PLAN CODE REQUIRES A DIG ALERT IDENTIFICATION e yy RIVERSIDE. CA 92507 BST IMPROVEMENTS WITHIN TWD YEARS OF THE DATE OF (F�NUMBER BE ISSUED BEFORE A PERMIT M x f i A APPROVAL SHOWN HEREON AND CARRIED W¢`" ALDER AVENUE AND xxe EXCAVATE WU- BE VALID N¢wIM z (951) 680-0440 ALDER AVENUE FORTH IN A DIUCENT MANNER, THE CITY T� A8 BROWN RING FAx (ssi) e60-0490 ENGINEER MAY REQUIRE REMSIONS TO BASELINE AVENUE FOR YOUR DIG ALERT I.D. NUMBER CALL O° '1°-K / % �� 9NANROCK AVENUE TO BASELINE AVENUE THE PLANS TO BRING THEM INTO �� W OP TRAFFIC SIGNAL MODIFICATION SHEET DgEg� 2Qy2 UNDERGROUND SEANCE ALERT !CaI' - CONFORMANCE WITH CONDITIONS AND +nr— Ia: M RILL FREE 1-&IQ-22J-2600 TERRY M RENNER R.C.E. N¢. 89984 STANDARDS IN EFFECT. TWO YARWNO DAYS BEFORE YOU DIG PIRES:9-30-24 mTYR 6,� M