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Home My WebLink About5041-1GENERAL NOTES I. TRAFFIC SIGNAL INTERCONNECT SHALL CONFORM TO THESE PLANS, THE STATE OF CALIFORNIA STANDARD 5PEGIFIGATION5 SECTION 86 AND STANDARD PLANS, LATEST EDITION, AND THE SPECIAL PROVISIONS. 2. ALL REQUIRED GON5TRUGTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO GOMMENGENT OF WORK. 3. THE CONTRACTOR SHALL REPAIR ALL DAMAGED LAND5GAPING AND IRRIGATION TO THE SATISFACTION OF THE ENGINEER. 4. GONDUIT SHALL NOT BE INSTALLED WITHIN ONE FOOT EITHER SIDE OF WHEEL TRACKS (PARALLEL TO HHEEL TRAGK5). 5. CONDUIT SHALL NOT BE INSTALLED DIRECTLY OVER ANY UTILITY LINE (PARALLEL HITH THE LINE). UTILITY LINE GRO551NG5 ARE ALLOWED. 6. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOGATION5 PRIOR TO FINAL PLACEMENT. 7. PULL BOXES AND SPLIGE VAULTS SHALL NOT BE LOCATED IN DRIVEHAYS OR OTHER LOCATIONS HHIGH MAY INTERFERE WITH THE MOVEMENT OF PEOPLE OR VEHICLES. PULL BOX LOGATION5 SHALL BE ADJUSTED AS NEEDED. 8. ALL PULL BOXES SHALL BE No 6E AND CONDUIT SHALL BE 2" GALVANIZED RIGID METAL UNLESS OTHERWISE SHOWN. ALL SPLICE VAULTS SHALL BE TYPE P48 48.5 "x30.5 "x30" DEEP (INSIDE), F I BERGLA55, HAVE LOCKING LIDS, AND BE LABELED "COMMUNICATIONS". FULL BOXES AND SPLIGE VAULTS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT DETAILS FOR PULL BOX AND SPLICE VAULT INSTALLATION. 9. WHERE CONDUIT IS INSTALLED AND DISTURBS EXISTING STRIPING, CONTRACTOR SHALL ARRANGE AND PAY FOR 5TRIPIN6. 5EE 5PEGIAL PROVISIONS FOR CONTRACTOR RESPONSIBILITY FOR TEMPORARY PAVEMENT MARKINGS. 10. ALL PGG SIDEWALK DAMAGED BY THE CONTRACTORS OPERATIONS SHALL BE 5AHGUT, REMOVED, AND REPLACED TO EXISTING EXPANSION/SCRIBE JOINTS. II. LOCATION OF ALL UNDERGROUND FAGILITITES ARE APPROXIMATE. THE GONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB 51TE. HAND DIG UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, TWO (2) WORKING DAYS BEFORE D 1 GGI NG. THE ENG I NEER SHALL BE NOTIFIED OF ANY DISGREPENGIE5 OR CONFLICTS PRIOR TO DOING STREET WORK. 12. THE GONTRAGTOR SHALL LOCATE, PROTECT, SHORE, BRAGS, SUPPORT, AND MAINTAIN ALL EXISTING FACILITIES INGLUDING GAS, HATER, IRRIGATION, SEWER, POWER, STREET LIGHTS, TELEPHONE AND OTHER GON5TRUGTION HHIGH MAY BE UNCOVERED OR OTHERWISE AFFECTED BY THE HORK. GONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES IN THE AREA OF GON5TRUGTION, AND SHALL NOTIFY UTILITIES FORTY-EIGHT (48) HOURS IN ADVANGE OF ANY GONS'TRUCTION. 13. ALL TRAFF I G CONTROL DEV I GE5 SHALL BE IN PLACE BEFORE WORK IS STARTED. TRAFFIC CONTROL, WORK ZONES, AND LANE CLOSURES SHALL BE COMPLETELY DELINEATED BY GHANNELIZATION DEVICES AND SHIELDED BY BARRIERS TO EXCLUDE VEHICLE AND/OR PEDESTRIAN TRAFFIC. CONTRACTOR SHALL FOLLOIl THE CALIFORNIA MANUAL ON UNIFORM TRAFFIG CONTROL DEVICES (CALIFORNIA MUTGO) FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, GALTRAN5 STANDARD SPEC I F I GATI DNS, AND STANDARD PLANS, DATED MAY 2006. EXACT LOCATION OF ALL TRAFFIC CONTROL TO BE DETERMINED BY THE ENGINEER AND ADDITIONAL WARNING AND/OR GON5TRUGTION SIGNING MAY BE REQUIRED. DEVICES NO LONGER REQUIRED SHALL BE REMOVED A5 SOON AS POSSIBLE. GONTRAGTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO ENGINEER FOR APPROVAL PRIOR TO GON5TRUGTION. 14. PEDESTRIAN TRAFFIC MUST BE MAINTAINED AT ALL TIMES. PEDESTRIANS MAY BE RELOGATED ONTO PRIVATE PROPERTY WITH OWNERS PERMISSION ONLY. 15. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK AT ANY TIME. 16. A 12" (305 mm) VERTICAL SEPARATION BETWEEN NEH CONDUIT5 AND OTHER UTILITIES SHALL BE MAINTAINED AT CROSSINGS. A 3' (914 mm) MIN. HORIZONTAL SEPARATION BETWEEN NEW CONDUITS AND POWER AND HATER UTILITIES THAT RUN PARALLEL SHALL BE MAINTAINED. A 3'(c[14 mm) (EXCEPT WHERE NOTED) MINIMUM SEPARATION BETWEEN CONDUIT AND 5ANI TARP SEWER AND STORM DRAINS THAT RUN PARALLEL SHALL BE MAINTAINED, UNLESS OTHERWISE APPROVED BY THE COUNTY. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 3'N14 mm) CLEARANCE FOR ALL OTHER FACILITIES. 17. AT THE END OF EACH WORK DAY, CONDUIT GAPS SHALL BE PLACED ON ALL VACANT DUCTS. I8. THE REMOVAL, STORAGE AND REPLACEMENT OF ALL SHRUBBERY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL LANDSCAPING SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 1 q. ALL BOR I NGS SHALL BE OUT51 DE THE DRIP LINE OF ALL TREES TO PREVENT ROOT DAMAGE. Dv � O e DIOL __'T C7Tr10 WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE -800-221-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT GENERAL NOTES (CONTINUED) 20. GAUTIONI BURIED TRAFFIC SIGNAL LOOPS, DAMAGED OR GUT, SHALL BE REPLACED BY CONTRACTOR TO GALTRAN5 SPECIFICATIONS. NOTIFY G I TY INSPECTOR IMMEDIATELY AND TRAFFIC DEPARTMENT 24 HOURS PRIOR TO ANY WORK IN THESE AREAS. 21. GONTRAGTOR SHALL MAINTAIN BIKE PATH OPEN FOR USE DURING CONSTRUCTION. GROSSING ON THE BIKE PATH SHALL BE MADE BY USING JACK AND BORE OR BY NIGHT WORK. ALL TRENGHING SHALL BE RESTORED BEFORE DAYLIGHT USE. TRAFFIC, CONTROL SIGNING SHALL BE USED TO HARN TRAFFIC OF THE CONSTRUCTION OPERATIONS. 22. TRAFF I G 51 GNAL G I ROU I T5 AND I NTERGONNECT CONOU I T5 MAY NOT BE 5HOHN. CONTRACTOR SHALL LOGATE ALL TRAFF I G SIGNAL CIRCUITS AND INTERCONNECT CONDUITS PRIOR TO ANY TRENGHING OR BORING. PROVIDE 3' (914 mm) SEPARATION BETWEEN NEW GONDUITS AND ALL TRAFFIC SIGNAL AND INTERCONNECT CONDUITS AND 3'(c114 mm) FROM ALL TRAFF I G 51 ONAL CONTROLLERS AND PULL BOXES. ALL TRAFFIC SIGNAL AND INTERCONNECT CONDUITS SHALL BE MAINTAINED AND PROTECTED. 23. UNLE55 OTHERWISE NOTED, ALL CONDUITS GROSSING 51GNALIZED INTERSECTIONS, CALTRAN5, 5ANBAG, OR METROL I NK/SCRRA R/H SHALL BE BORED BETWEEN SPLICE VAULTS. 24. THE CONTRACTOR SHALL BE RE5P05IBLE FOR MAINTAINING RECORD DRAWINGS FOR ALL WORK THROUGHOUT THE COURSE OF CON5 TRUCTION. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CON5TRUGTION. 26. IF UNUSUAL AMOUNTS OF BONE, STONE OR ARTIFACTS ARE UNCOVERED, WORK WITHIN 165 -FT OF THE AREA SHALL GEA5E IMMEDIATELY AND A QUALIFIED ARGHAEOLOGI5T SHALL BE GON50LTED TO DEVELOP, IF NECESSARY, MITIGATION MEASURES TO REDUCE ANY ARGHAEOLOGIGAL IMPACT TO A LESS THAN SIGNIFICANT EFFECT BEFORE CONSTRUCTION RESUMES IN THE AREA. SEE SPECIAL PROVISIONS. 27. COST TO REMOVE AND REPLACE EXISTING PAVEMENT OVER UTILITY LINE TRENCHES SHALL BE I NGLUDED IN THE BID PRICE. TRENCHES SHALL BE BAGKFILLED AND PAVEMENT SHALL BE REPLACED PER CITY DETAIL GE12. PAVEMENT SHALL BE REPLACED IN KIND (MINIMUM OF 4" AG ON 12" AB) AS DETERMINED IN THE FIELD BY THE ENG I NEER. ALL 5TRI PI NG AND PAVEMENT MARKIN65 SHALL BE RESTORED (IN THERMOPLASTIC). 28. FOR HORK ON GALTRAN5 RIGHT -OF -HAY, CONTACT GALTRAN5 10-DAY5 IN ADVANCE OF GONSTRUCTION. CONSTRUCTION NOTES M INSTALL 96-5MFO GABLE IN EXISTING CONDUIT, UNLE55 OTHERWISE NOTED. F2] INSTALL #bE PULL BOX, UNLESS NOTED OTHERWISE. FURNISH AND INSTALL SPLICE ENCLOSURE AND FU51ON SPLICE 51X (b) STRANDS OF 96-5MFO GABLE TO DESIGNATED STRANDS OF 12-5MFO GABLE PER FIBER ASSIGNMENT SCHEDULE. P3 REMOVE EXI5TING PULL BOX AND INSTALL #6 PULL BOX AND INSTALL 4" PVC, CONDUIT BETWEEN PULL BOXES, COIL 50' OF qb-5MFO CABLE. ® INSTALL 3" CONDUIT AND qb-SMFO GABLE. ❑5 REMOVE DAMAGED CONDUIT AND INSTALL 1 1/2" RIGID STEEL CONDUIT, LENGTH AS NOTED. 6❑ ADJUST PULL BOX TO GRADE. 7❑ REMOVE DAMAGED PULL BOX LID AND REPLACE HITH NEH. ® INSTALL #6E PULL BOX AND INSTALL 4" PVC, CONDUIT BETWEEN THIS BOX AND EXISTING P45 \,'AUL.T. COIL 50' OF qb-5I"iFO GABLE IN #6E PULL BOX. FURNISH AND INSTALL SPLIGE ENCLOSURE AND FUSION SPLICE DESIGNATED STRANDS FROM NEW qb-5MFO GABLE TO EX15TINO qb-5MFO GABLE PER FIBER A551GNMENT SCHEDULE. I FURNISH AND INSTALL HALL INTERCONNECT CENTER (WIG) AND SPLICE TRAY IN EXISTING SIGNAL CONTROLLER CABINET. INSTALL AND TERMINATE DESIGNATED STRANDS OF 12-5MFO GABLE PER FIBER A5516NMENT SCHEDULE. 10 FURNISH AND INSTALL F I BER OPTIC MODEMS IN 51 CANAL CONTROLLER CABINET. COMPLETE CONNECTION BETWEEN WIG AND CONTROLLER MODEM. II REMOVE EXISTING BROKEN PULL BOX AND LID. INSTALL #5 PULL BOX. LEGEND O51 GNAL I ZED INTERSECTION REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE E55/p SSA N0.61583 * EXP.06-30-15 CIVIL OF PLANS PREPARED BY: w''I"WILLDAN your extending Engineering reach 151611 CROSSROADS PARKWAY NORTH, SUITE 405 INDUSTRY, CA gl"146-549M (567�1 2)qOb-6200 SUPERVISIONSION OP: RCE 6"1585 Date 0) 7- i- -A 7- 0 L I Lu OL 0 Lu 1� L nn� 1� L Q T_ E 0 C) L m rn 4 m 3 Iq N O N r N N O N N N t N C, 1 TY OF FONT NA, CALIFORNIA � F I BER OPTIC I N5TALLATI ON PLAN 0 DRAWN BY: SCALE: O `� BB PROJECT NOTES C) o DESIGNED BY: DATE: I Li� BB - 8/16/13 CHECKED BY: APPR D B� DRAWING NO.: ( O VM ter' DATE: '5 04- 5 CI ENGINEER R.C.E. 5115 C�