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HomeMy WebLinkAbout6798-1(N) NEW, c(R)rREMI— AND SALVAGE: (RL) RELOCATE: �(E)-EXISTING CIRCUIT OR POLE ®®®®®®®®®® ®®®®®®®®®® ®®®®®®®®®® ®®®®®®®®®® 0 ®®mmmmm®®® ®®®®®®®®®® ®®®®®®®®®® ®®®®®®®®®® mesas©©©ass m0000000sss - msssssammos m©©©©©©©ass mssss000sss �oomommmmoe 2'G 2 GLC 2'G £ DLC CUIiO CURB/BERM ROW LINE OR EDGE OF SHOULDER ` -------TF BCR SIGNAL STANDARD PLACEMENT DIMENSIONS NOT TO SCALE 0246-231 -1 3 1 1 18D83 FOOTHILL BLVD. ( �• r-Nam`—'------ o 4 V MA� P \E 3 . 842 ° n MAST -ARM MWNTNG 1 LUMP FOR MODEL 'n ]11 OPTICAL DETECTOR - -- —� RL PROP. CAG crv-3'� 2'G 1 OLD 7C, 4 DLC 2"C, T DLC 2'C TO MEW- ¢j P. POST R 0246-051-13 8118 LOCUST AVE. I LOCUST AVENUE ALL E69SOCfORS ME NEW TYPE E } 4 30' 15• 10• I TIP. TIP. M. TYPEE0 to• TYPE OC TRAFFIC SIGNAL CONSTRUCTION NOTES TYP LOOP �j E%ISTNG CONTROLLLR CABINT TO BE PROTECTED IN PLACE. TRAFFIC TYPE E �2 REMOVE EXISTING PULLBOX AS REWIRED. — — — — — — — �3 INSTALL CONDUIT INTO EXISTING PULLBOX �4 ABANDON EMSTNG TRAFFIC SIGNAL LOOPS CONSTRUCT 1RPfF1C SIGNAL LOOPS /N STOP BAR OR LEADING AS SHOWN ON PLAN AND PER DETAIL HEREON. EDGE OF CROSSWALK LOOP PLACEMENT AND SAWCUT DETAIL Nog: NOT TO SCALE CONTRACTOR SHALL SALVAGE MID -ADVANCE LOOPS ON FOOTHILL BOULEVARD. (REFER TO CITY STANDARD PLAN 400B) I PHASE DIAGRAM 1 USED 2 n IB2P 3 4 04pt 01 02 03 04 5 USED 8 06PP ] 8 I'tRBP .e5 06 07 08 EXIST �2'G S DLCJ E%IST. CURB E. 2'G 2 DLC s Underground Service Alert ��goEY h�e W_ N^�H x z F'^ 9-3°-K �o-rm` TKE ENGINEERING, INC. 2305 CHICAGO AVENUE RIVERSIDE. CA B250] (951) 600-0440 RIMG FAH (U51) 680-04H0 I m 1IF, STREC-T �RROVB;AENTS LOCUST AVENUE ARROW BOULEVARD TO MILLER AVENUE SECTION 4216/421T OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENFFGATON NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID !N\ FOR YOUR DID ALERT I.D. NUMBER CALL S'f) UNDERGROUND SERVICE ALERT 10.L FREE 1-800-22]-2600 TWO WORKING DAYS BEFORE YOU DIG TERRY M RENNER R.C.E. NR. 69984 PIRES:9-30-24 YL. 2 TRAFFIC SIGNAL GENERAL NOTES: NCI6EIWW}XNL FrmWw Pw An OKYW1HlID EQIMBlYMDION MATeaMa 1. ALL WON.. MATERIALS. EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORN TO THESE PLANS, THE CITY OF FGHTANA DESIGN STANDARDS, THE QTYS SPECIAL PROVSONS, SECTION E. CALTRANS STANDARD PLANS AND SPECFCATON$ LATEST EDITIONS, AND THE CMJFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. /\ 2. ALL REWIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CTY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNAL AND UGHTNG AS MOM ON THE PLANS, EXCEPT ANY CITY FURNISHED OR PROVIDED AS NOTED IN SECTION E. 0. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF AIL EXISTING FACILITIES WITHIN THE AREA OF CONSTRUCTION. THE CITY ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR CGNFUCTS PRIOR TO COMMENCING WORK. E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL IXISTING SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTION. 6. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 3' RIGID METAL UNLESS OTHERWISE SHOWN. PULLBOXES IN UNIMPROVED AREAS SHALL HAVE LOAD BEARING UDS. ]. ANCHOR BOLTS FOR TYPE 1A POLES SHALL BE INSTALLED PER RS` ES-]B DETAIL C 'ANCHOR BOLTS WITH SLEEVE NUTS.' T 8. ALL VEHICLE INDICATONS SHALL BE 12' AND HAVE LED. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE LEA. PEDESTRIAN MODULES h UTUZE PEDESTRIAN COUNTDOWN TIMERS PER SPECIAL PROVISIONS. N i 9. ANY EXISTING TRAFFIC SIGNALS AND UGHTNG SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW CONSTRUCTION. M - 10. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT 'T LOCATONS PRIOR TO RNAL PLACEMENT. SEE DETAIL THIS SHEET AND BECTON E. N� O o 11. CONTROLLER AND SERVICE CABINETS SHALL NOT BE SUBJECTED N WATER FROM SPRINKLERS.2 2 CONTRACTOR SHALL MODIFY SPRINKLER SYSTEMS AS NECESSARY. 12. CONTRACTDR STALL INSTALL CITY-SUPPUED REINFORCING CABLES AND ASSOCIATED HARDWARE (2 PER SICK) ON OVERHEAD REFLECTIVE STREET NAME SIGNS IN ACCORDANCE WITH CITY DESIGN STANDARD 4102. 3 y 7 /' / . � r2'C. 2 DLC 1 42-20 r� 18150 150 FOOTHILL BLVD TRAFFIC SIGNAL GENERAL NOTES (COW, MD16>lxaFICYL WREOVaOA EVR AMY arcIWlRImeORERlIARa/OR WleYla 13. ALL OPEN EXCAVATIONS WITHIN THE PUBUC RIGHT-OF-WAY SHALL BE BACK -RUED PER CITY SM. 1008 OR STEEL PLATED PER CITY SM. 1009 DURING NON -WORKING HOURS. 'STEEL PU11ES AHEAD' WARNING SIGNS SHALL BE POSTED IN ADVANCE OF STEEL PLATE BRIDGING PERMANENT TRENCH REPAIR SHALL BE PER CITY STD. 1006. 14. THE CONTRACTOR SHALL REPNR/REPLACE/RELOCAM ANY AND ALL DAMAGED LANDSCAPING IRRIGATION• SIDEWALK• CURB. PAVEMENT OR ROADWAY STRIPING TO THE SATISFACTION OF THE ENGINEER. 15. CONTRACTOR SHALL REFE TO THE CITY MOT OR POTENTIAL CONRJ T WITHTHESEPUNS AND/ORRIN THE EVENT OF AN SPECRCATIONS FOR THIS PROJECT. 18. RECORD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. WHO SHALL PROVIOE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TD THE CITY ENGINEER. 11 AS FIRST ORDER OF WORK THE CONTRACTOR SHALL POT HOLE ALL POLE LOCATIONS PRIOR TO ORDERING PODS, Z GRAPHIC SCALE BG x (IN FEET) � 1 INCH - 20 FEET SERVICE ADDRESS: B0a0 LOCUST nON OF THE CITY OF FONTANA, CALIFORNIA i NOT COMMENCE TRAFFIC SIGNAL MODIFICATION PLAN THE DATE OF ON AND CARRIED LOCUST AVENUE AND FORTH IN A DIUCENT MANNER. THE CITY T� A8 BROWN ENGINEER MAY REQUIRE REVISIONS TO FOOTHILL BOULEVARD THE PLAN5 TO BRING THEM INTO OP TRAFFIC SIGNAL MODIFICATION SHEET WID8C12� 29Y2 CONFORMANCE WITH CONDITIONS AND XN na: 3 STANDARDS IN EFFECT. m �= mXWha ¢ BOBS