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3901-1
GENERAL NOTES 1. TRAFFIC 51 GNAL INTERCONNECT SHALL CONFORM TO THESE PLANS, THE STATE OF CALIFORNIA STANDARD 5PEGIFIGATION5 SECTION 86 AND STANDARD PLANS (DATED MAY 2006), AND THE SPECIAL PROVISIONS. 2. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENOINEERIN67 DIV151ON PRIOR TO GOMMENGENT OF WORK. 3. THE GONTRAGTOR SHALL REPAIR ALL DAMAGED LAND5GAPINO AND IRRIGATION TO THE SATISFACTION OF THE EN6INEER: 4. CONDUIT SHALL NOT BE INSTALLED WITHIN ONE FOOT EITHER 51DE OF WHEEL TRACKS (PARALLEL TO WHEEL TRAGK5). 5. GONDUIT SHALL NOT BE INSTALLED DIRECTLY OVER ANY UTILITY LINE (PARALLEL WITH THE LINE). UTILITY LINE CRO55IN65 ARE ALLOWED. 6. GONTRAGTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. '7. PULL BOXES AND 5PLIGE VAULTS SHALL NOT BE LOCATED IN DRIVEHAY5 OR OTHER LOCATIONS WHICH MAY INTERFERE HITH THE MOVEMENT OF PEOPLE OR VEHICLES. PULL BOX LOCATIONS SHALL BE ADJUSTED AS NEEDED. 8. ALL PULL BOXE5 SHALL BE No. 6E AND CONDUIT SHALL BE 2" 6ALVANIZED RI61D METAL UNLE55 OTHERHISE SHOWN. ALL SPLICE VAULTS SHALL BE TYPE P45 485"x3O5"x30" DEEP (INSIDE), FIBER6LA55, HAVE LOGKINO LIDS, AND BE LABELED "GOMMUNIGATION5". PULL 13OXE5 AND SPLICE VAULTS SHALL BE INSTALLED IN AGGORDANGE WITH THE PROJECT DETAILS FOR PULL BOX AND SPLICE VAULT INSTALLATION. 1. WHERE CONDUIT 15 INSTALLED AND DISTURBS EXI5TIN6 STRIPING, GONTRAGTOR SHALL ARRAN6E AND PAY FOR STRIPING. SEE SPECIAL PROVISIONS FOR CONTRAGTOR RESPONSIBILITY FOR TEMPORARY PAVEMENT MARKINGS. 10. ALL PGG SIDE---HALK DAMAGED BY THE GONTRAGTOR5 OPERATIONS SHALL BE 5AWCUT, REMOVED, AND REPLACED TO EXISTING EXPAN51ON/5GRIBE JOINTS. I I . LOCATION OF ALL UNDERGROUND FAG I L I TI TES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND D16 UNTIL CLEAR OF OBSTRUGTION5. PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, TWO (2) WORKING DAYS BEFORE DI661NG. THE ENGINEER SHALL BE NOTIFIED OF ANY DISGREPENGIE5 OR GONFLIGT5 PRIOR TO DOING STREET HORK. 12. THE GONTRAGTOR SHALL LOCATE, PROTECT, SHORE, BRACE, SUPPORT, AND MAINTAIN ALL EXI5TIN6 FACILITIES INGLUDINO 6A5, WATER, IRRIGATION, SEWER, POWER, STREET 1-16HT5, TELEPHONE AND OTHER CONSTRUCTION WHIGH MAY BE UNCOVERED OR OTHERWISE AFFECTED BY THE HORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FAGILITIE5 IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY UTILITIES FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION. 13. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE WORK IS STARTED. TRAFFIC CONTROL, WORK ZONES, AND LANE CL05URE5 SHALL BE COMPLETELY DELINEATED BY CHANNELIZATION DEVICES AND SHIELDED BY BARRIERS TO EXCLUDE VEHICLE AND/OR PEDESTRIAN TRAFFIC. CONTRACTOR SHALL FOLLOW THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC GONTROL DEVIGE5 (GALIFORNIA MUTGD) FOR CON5TRUGTION AND MAINTENANCE WORK ZONES, GALTRAN5 STANDARD 5PEGIFIGATION5, AND STANDARD PLANS, DATED MAY 2006. EXACT LOCATION OF ALL TRAFFIC CONTROL TO BE DETERMINED BY THE ENGINEER AND ADDITIONAL HARNINO AND/OR GONSTRUGTION SI6NIN6 MAYBE REQUIRED. DEVIGE5 NO LONGER REQUIRED SHALL BE REMOVED AS SOON AS POSSIBLE. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 14. PEDESTRIAN TRAFFIC MUST BE MAINTAINED AT ALL TIMES. PEDE5TRIAN5 MAY BE RELOCATED ONTO PRIVATE PROPERTY WITH OWNERS PERMISSION ONLY. 15. NO EQUIPMENT OR MATER�AL5 SHALL BE STORED ON 51DEHALK AT ANY TIME. 16. A 12" (305 mn VERTIGAL 15EPARATION BETWEEN NEW CONDUITS AND OTHER UTILITIES SHALL BE MAINTAINED AT CRO551N65. A 3' (114 mm) MIN. HORIZONTAL SEPARATION BETWEEN NEW CONDUITS AND POWER AND WATER UTILITIES THAT RUN PARALLEL SHALL BE MAINTAINED. A 3'(c[14 mm) (EXGEPT WHERE NOTED) MINIMUM SEPARATION BETWEEN CONDUIT AND SANITARY 5EHER AND STORM DRAINS THAT RUN PARALLEL SHALL BE MAINTAINED, UNLE55 OTHERWISE APPROVED BY THE COUNTY. THE GONTRAGTOR SHALL MAINTAIN A MINIMUM 3' (114 mm) CLEARANCE FOR ALL OTHER FACILITIES. 1?. AT THE END OF EACH WORK DAY, CONDUIT GAPS SHALL BE PLACED ON ALL VACANT DUGT5. 18. THE REMOVAL, STORAGE AND REPLACEMENT OF ALL SHRUBBERY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL LANDSCAPING 5HALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 11. ALL BORINGS SHALL BE OUTSIDE THE DRIP LINE OF ALL 1 5 TO PREVENT ROOT DAMA6E. I r 0 To ja DIAL TWO WORKING BEFORE 'x DAYS BEFORE YOU 0I6 YOU DIG Tal. FRS -800-227-2600 A PUBLIC SERVICE BY UJDERGROUND SERVICE ALERT GENERAL NOTES (CONTINUED) 20. GAUTIONI BURIED TRAFFIC 516NAL LOOPS, DAMAGED OR GUT, SHALL BE REPLACED BY CONTRACTOR TO GALTRAN5 SPECIFICATIONS. NOTIFY CITY INSPECTOR IMMEDIATELY AND TRAFFIC DEPARTMENT 24 HOURS PRIOR TO ANY WORK IN THESE AREAS. 21. CONTRACTOR SHALL MAINTAIN BIKE PATH OPEN FOR USE DURIN6 CONSTRUCTION. GRO551 N6 ON THE BIKE PATH SHALL BE MADE BY U51N6 JACK AND BORE OR BY NIGHT WORK. ALL TRENGHIN6 SHALL BE RESTORED BEFORE DAYLIGHT USE. TRAFFIC CONTROL 516NIN6 SHALL BE USED TO WARN TRAFFIC, OF THE GON5TRUGTION OPERATIONS. 22. TRAFFIC 51GNAL CIRCUITS AND INTERCONNECT CONDUITS MAY NOT BE SHOWN. CONTRACTOR SHALL LOCATE ALL TRAFFIC 516NAL CIRCUITS AND INTERCONNECT CONDUITS PRIOR TO ANY TRENGHIN6 OR BORING. PROVIDE 3' 0114 mm) SEPARATION BETWEEN NEW GONDUIT5 AND ALL TRAFFIC SIGNAL AND INTERCONNECT CONDUITS AND 3' (114 mm) FROM ALL TRAFFIC 516NAL CONTROLLERS AND PULL BOXES. ALL TRAFFIC 516NAL AND INTERCONNECT CONDUITS SHALL BE MAINTAINED AND PROTECTED. 23. UNLESS OTHERHISE NOTED, ALL CONDUITS GRO551N6 516NALIZED INTERSECTIONS, GALTRAN5, 5ANBA6, OR METROL I NK/SGRRA RM SHALL BE BORED BETWEEN SPLICE VAULTS. 24. ALL NEH CONDUITS SHALL CONTAIN ONE (1) #10 GREEN STRANDED GROUND HIRE FOR FUTURE USE AND ONE (1) YELLOW 3/8" PULL ROPE. 25. THE CONTRACTOR SHALL FURNISH AND INSTALL COLOR CODED CONDUITS HHERE SPECIFIED ON PLANS. THE CONDUITS SHALL BE COLOR CODED ORANGE, YELLOW, RED, BLACK, BLUE, AND 6REEN. 26. THE CONTRACTOR SHALL BE RE5PO5I51 E FOR MAINTAINING RECORD DRAHIN&S FOR ALL WORK THROUGHOUT THE COURSE OF CON5TRUGTION. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CON5TRUGTION. 28. IF UNUSUAL AMOUNTS OF BONE, STONE OR ARTIFACTS ARE UNCOVERED, HORK WITHIN 165 -FT OF THE AREA SHALL GEA5E IMMEDIATELY AND A QUALIFIED ARGHAEOLOGIST SHALL BE CONSULTED TO DEVELOP, IF NECESSARY, MITIGATION MEASURES TO REDUCE ANY ARGHAEOLO&IGAL IMPACT TO A LE -55 THAN SIGNIFICANT EFFECT BEFORE CONSTRUCTION RESUMES IN THE AREA. SEE SPECIAL PROVISIONS. 21. COST TO REMOVE AND REPLACE EXI5TIN6 PAVEMENT OVER UTILITY LINE TRENGHE5 SHALL BE INCLUDED IN THE BID PRICE. TRENGHE5 SHALL BE BACKFILLED AND PAVEMENT SHALL BE REPLACED PER CITY DETAIL GEI2. PAVEMENT SHALL BE REPLACED IN KIND (MINIMUM OF 4" AG ON 12" AB) AS DETERMINED IN THE FIELD BY THE ENGINEER. ALL STRIPING AND PAVEMENT MARKIN65 SHALL BE RESTORED (IN THERMOPLASTIC). 30. FOR WORK ON GALTRAN5 RIGHT-OF-WAY, CONTACT GALTRAN5 10-DAY5 IN ADVANCE OF CON5TRUGTION. CONSTRUCTION NOTES 0 FURNISH AND INSTALL SIX (6) 1)�" (38 mm) HIGH DENSITY POLYETHYLENE (HDPE) GONDUIT5 BY DIRECTIONAL DRILL UNDER PAVEMENT OR SIDEWALK, OR BY TRENCH IN SOIL. SEE SHEET 1, DETAILS A OR G UNLESS OTHERWISE SPECIFIED. _ THE CONDUITS SHALL BE COLOR CODED ORANGE, YELLOW, RED, BLACK, BLUE, AND GREEN. 20 FURNI5H AND INSTALL P48 SPLIGE VAULT. ❑3 FURNISH AND INSTALL 53 (27) GALVANIZED RIGID STEEL CONDUIT. ® REMOVE EXISTING PULL BOX. FURNISH AND INSTALL NEH NO. 6 PULL BOX WITH EXTENSION. FURNISH AND INSTALL NEH NO. 6 PULL BOX WITH EXTENSION. ©FURNISH AND INSTALL 10" (254 mm) STEEL CA51NO BY DIRECTIONAL DRILL UNDER TRACKS, AND SIX (6) I Y2" (`38 mm) HDPE CONDUITS IN CASINO. SEE SHEET 8, DETAIL A. Fil FURNISH AND INSTALL 10" (254 mm) STEEL CASINO UNDER SANBA6 ROW BY DIRECTIONAL DRILL, AND SIX (6) I Y2" (38 mm) HDPE CONDUITS IN STEEL CA51N6. 5EE SHEET 8, DETAIL B. ®INSTALL 516NAL INTERCONNECT SERVICE BOX ON SIDE OF CONTROLLER CABINET PER DETAIL "A", THI5 SHEET. EOENP (9 SIGNALIZED INTERSECTION 1 Xz A OL z 0 A F- z i- 0 tu in 1 Q 0 0 0 Q to tj v AUTOCAD FILENAME: S:\TRAFFIC\Monae\Citrus.Fiber.Record Drawings\0227s01_RD.dwg