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FIBER PLACEMENT NOTES:GENERAL NOTES: DISCLAIMER:1.IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFY ALL RIGHT OF WAY BEFORECONSTRUCTION IS TO BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN THESE PLAN SHEETS ISPROPOSED OUTSIDE OF THE RIGHT OF WAY.2.THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARY ONCE UTILITIES HAVEBEEN FIELD LOCATED.3.ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTIONAND IS COLLECTED IN THE AS-BUILT PHASE.1.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITYSEE LOCAL DIRECTORY FOR CONTACT TELEPHONE NUMBER OF LOCAL CALL BEFORE YOU DIG AGENCY.2.CONTRACTOR SHALL RECORD SEQUENCE # OF FIBER CABLE AT EVERY WORK POLE, MANHOLE, FIBER STORAGE LOOPAND TAIL LOCATION. CONTRACTOR TO PROVIDE PROJECT MANAGER WITH SEQUENCE NUMBERS AT PROJECTCOMPLETION.3.SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BE DETERMINED ON CONSTRUCTION DRAWINGS,HOWEVER,REEL LENGTHS OF FIVE HUNDRED FEET (500') OR LESS ON LARGE COUNT FIBER OR THREE HUNDRED FEET (300') ORLESSON SMALL COUNT FIBER ARE DIFFICULT TO USE AND SHOULD BE PLACED AS FSL'S, NOT CUT AND RETURNED.4.FIBER OPTIC IDENTIFICATION TAGS SHALL BE PLACED AT EVERY WORK POLE, MANHOLE, FIBER, STORAGE LOOPS,SPLICECASES AND WHERE INDICATED BY PROJECT MANAGER. TAGS NEED TO BE PLACED SO AS TO BE READ FROM THEGROUND.5.CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING TENSION. LUBRICANTS MUST NOT CONTAIN ANYPETROLEUMPRODUCTS.6.A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS OTHERWISE NOTED.7.ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH WARNING TAPE AND A TRACER WIRE, AT RISER POLESTHELOCATE WIRE SHALL BE ACCESSIBLE AT THE BASE OF THE RISER.8.ALL RISERS WILL BE CAPPED AT ALL TIMES.9.ALL FIBER SHALL BE MARKED AS TO DIRECTION IN EACH VAULT. RED-NORTH, GREEN-SOUTH,YELLOW-EAST, ANDBLUE-WEST. DO NOT TAPE FIBER CABLES TOGETHER IN RISER.1. ALL VAULTS / HANDHOLES TO BE EQUIPPED WITH SECURITY LIDS WITH LOCKING BOLTS.2. GROUND RESTORATION/RIGHT-OF-WAY SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION.3. ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM OF 36" RADIUS UNLESS SPECIFIED OTHERWISE.4. BURIED FIBER OPTIC WARNING SIGNS SHALL BE PLACED AT EACH SIDE OF ALL ROAD CROSSINGS,AT CULVERTS, DITCHES AND IN A STRAIGHT LINE OF SIGHT SPACING OF APPROXIMATELY 500 FEET.5. DEVIATIONS FROM THE ENGINEERED ROUTE REQUIRES A PROJECT MANAGER AND RIGHT-OF-WAYOWNER OR CARETAKER APPROVAL PRIOR TO CONSTRUCTION.6. WHERE PERMITS FROM STATE, COUNTY, CITY, RAILROAD OR GOVERNMENT AGENCIES AREREQUIRED, ALL WORK PERFORMED WILL COMPLY WITH THESE AGENCIES STANDARDSPECIFICATIONS.7. THE PROJECT MANAGER WILL NOTIFY BUILDING MANAGEMENT WHEN WORK WILL BEGIN ONBUILDING. CONTRACTOR TO COORDINATE ROOM ACCESS AND WORK START AND STOP TIMESWITH BUILDING MANAGEMENT.8. THE PROJECT MANAGER IS TO BE NOTIFIED BY THE CONTRACTOR 24 HOURS PRIOR TOCONSTRUCTION. SEE COMPANY CONTACT LIST FOR CONTACT NAME(s) AND TELEPHONENUMBER(s).9. THE PROJECT MANAGER WILL RESERVE THE RIGHT TO INSPECT AT ANY TIME THE WORK BEINGPERFORMED BY THE CONTRACTOR. IF PROJECT MANAGER DETERMINES THAT THE WORK IS NOTBEING PERFORMED TO MINIMUM QUALITY STANDARDS, THEN THE CONTRACTOR SHALL PROVIDEREWORK AT HIS OWN COST.10. ANY CHANGE IN PROJECT SCOPE, INCLUDING BUT NOT LIMITED TO, CONDUIT LENGTH, CONDUITPATH, AERIAL PATH ETC., MUST BE APPROVED BY THE PROJECT MANAGER.11. ALL CORING/CONSTRUCTION THAT WILL CAUSE NOISE AND/OR VIBRATION SHALL BE DONE WITHINALLOWED (9AM-3PM) BUSINESS HOURS.12. ANY AND ALL UNDERGROUND UTILITIES ENCOUNTERED ARE THE RESPONSIBILITY OF THECONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF DAMAGED.13. ALL FOOTAGES ARE BASED ON FIELD GATHERED MEASUREMENTS, AS SUCH SOME VARIANCESHOULD BE ANTICIPATED. ADJUST AS NEEDED.14. ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 36" MINIMUM COVER. SITE HAS POTENTIAL FORROCK THAT WOULD PREVENT THE ABILITY TO PROVIDE THE MINIMUM COVER. IN CASES WHERETHEMINIMUM COVER CAN NOT BE ACHIEVED, THE CONDUIT SHALL BE PLACED IN A SCH 40 EMT SLEEVEOR APPROVED EQUIVALENT.15. WATER, SEWER, STORM SEWER AND EASEMENT LOCATIONS ARE BASED OFF OF CITY MAPS,NOT FIELD VERIFIED.16. BORING OF AC PAVING IS REQUIRED AT ALL LOCATIONS AS INDICATED ON PLANS.17. AT NO TIME SHALL CURBS, GUTTERS OR HANDICAP BE DISTURBED.18.DOOR HANGERS ARE TO BE PLACED A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION.19. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PLACE MESSAGE BOARDS STATINGLANECLOSURES, AND DELAYS A WEEK IN ADVANCE. LOCATION OF THE MASSAGE BOARD SHALL BECOORDINATED WITH THE CITY INSPECTOR AT THE PRE-CONSTRUCTION MEETING.20. LANE CLOSURES CANNOT EXCEED MORE THAN 300 FT. AT A TIME. FOR SAFETY PURPOSES THERESHALL BE ONLY ONE CLOSURE AT A TIME ALONG INTERNATIONAL BLVD. MORE FLAGGERS WILL BENECESSARY TO HELP VEHICLES AND PEDESTRIANS IN THE WORK ZONES DURING THE LANECLOSURES.ROADWAY CENTER LINEEXISTING COMCAST ROUTEEXISTING FENCELINEPROPOSED TRENCH/BORE ROUTEEXISTING WATER LINEEXISTING STORM DRAINEXISTING SANITARY SEWEREXISTING JOINT TRENCHEXISTING IRRIGATION SYSTEMEXISTING TV SYSTEMEXISTING GAS SYSTEMEXISTING ELECTRICAL SYSTEMEXISTING TELEPHONE SYSTEMPROPERTY LINELINETYPESBORE PITWATER MANHOLEUNIDENTIFIED MANHOLEGAS METERWATER METERELECTRIC MANHOLESEWER CLEAN OUTSANITARY SEWER MANHOLESTORM DRAIN MANHOLECATCH BASINGAS/WATER VALVETREE/BUSHESEXISTING POLEEXISTING COMCAST PEDESTALNEW RISER ATTACHED TO POLEEXISTING IRRIGATION VAULTEXISTING COMCAST VAULTEXISTING UTILITY VAULT/PEDESTALMONUMENTFIRE HYDRANTTRAFFIC SIGNAL COMBINATIONSTREET LIGHTTRANSFORMERNEW COMCAST LOW PROFILE NEW COMCAST PEDESTALNEW COMCAST VAULTPOWER SUPPLY W/ METERNEW COMCAST POWER SUPPLYSYMBOLSEXISTING WATEREXISTING TELEPHONECONDUITMAXIMUMCDTMAXW T RIGHT OF WAYEXISTING SANITARY SEWEREXISTING STORM DRAINPUBLIC UTILITY EASEMENTPROPERTY LINEMINIMUMFACE OF CURBEXISTINGCENTER LINECOMCASTL MINFOC (E) COMCAST CABBREVIATIONSPUER/WSS SDPL 1.CONTRACTOR SHALL PROVIDE STORM DRAIN INLET PROTECTION (GRAVEL BAGS AND FILTER FABRIC, OR PROPRIETARYTEMPORARY GEOTEXTILE INSERTS) FOR ALL CATCH BASINS IN THE PUBLIC RIGHT-OF-WAY, AS WELL AS ANY ON-SITE CATCHBASINS ON PRIVATE PROPERTY.2.CONTRACTOR SHALL INSTALL A STABILIZED CONSTRUCTION ENTRANCE/EXIT FROM PROJECT SITE TO PREVENT TRACK-OUTOF SEDIMENT ONTO THE PUBLIC RIGHT-OF-WAY FROM CONSTRUCTION VEHICLES. A STABILIZED CONSTRUCTION ENTRANCE/EXITIS NOT APPLICABLE TO THIS PROJECT.3.CONTRACTOR SHALL ENSURE THAT CONSTRUCTION ACTIVITIES DO NOT DEPOSIT SEDIMENT ONTO THE PUBLIC ROADWAY,SIDEWALKS AND GUTTERS. ALL SEDIMENT AND CONSTRUCTION DEBRIS MUST BE REMOVED BY THE END OF EACH WORKING DAY.4.CONTRACTOR SHALL USE STREET SWEEPING OR OTHER DRY SWEEPING METHOD, AS NECESSARY, TO REMOVECONSTRUCTION OR DEMOLITION-RELATED SEDIMENT FROM PUBLIC SIDEWALKS, GUTTERS AND ROADWAY.5.CONTRACTOR SHALL SCHEDULE WORK FOR DRY-WEATHER DAYS WHEN NO RAIN IS IN THE IMMEDIATE FORECAST6.CONTRACTOR SHALL INSTALL A CITY-APPROVED WASTE MANAGEMENT WASH-OUT STRUCTURE AT THE PROJECT SITE. ALLCONCRETE, PAINT, STUCCO AND OTHER LIQUIDS WILL BE WASHED OUT IN THIS STRUCTURE.7.CONTRACTOR SHALL PROVIDE DUST CONTROL TO PREVENT THE NUISANCE OF BLOWING DUST WITHOUT CAUSINGSEDIMENT, DEBRIS, OR LITTER TO ENTER THE CITY STORM DRAIN SYSTEM.8.CONTRACTOR SHALL INSTALL ANY OTHER BMPS AS NECESSARY TO CONTROL THE DISCHARGE OF POLLUTANTS FROM THEPROJECT SITE. STORMWATER QUALITY NOTES: