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LINETYPES PROPOSED BORE ROUTE PROPOSED TRENCH ROUTE cATv NEW AERIAL ROUTE TV OVERPULL/EXISTING COMCAST CONDUIT T EXISTING TELEPHONE SYSTEM E EXISTING ELECTRICAL SYSTEM a EXISTING GAS SYSTEM Tv EXISTING TV SYSTEM IRR EXISTING IRRIGATION SYSTEM JT EXISTING JOINT TRENCH SS EXISTING SANITARY SEWER So EXISTING STORM DRAIN w EXISTING WATER LINE x x x EXISTING FENCELINE ROADWAY CENTER LINE PL PROPERTY LINE PG&E PG&E LINE WMM COMMUNICATION LINE ABBREVIATIONS COMCAST COMCAST PL PROPERTY LINE CL CENTER LINE PILE PUBLIC UTILITY EASEMENT (E) EXISTING R/W RIGHT OF WAY (N) NEW BOW BACK OF WALK FOC FACE OF CURB SO EXISTING STORM DRAIN MIN MINIMUM SS EXISTING SANITARY SEWER MAX MAXIMUM T EXISTING TELEPHONE D/W DRIVEWAY W EXISTING WATER O/S OFFSET R/R REMOVAL/REPAIR SYMBOLS NEW COMCAST POWER SUPPLY 0 TRANSFORMER ® NEW COMCAST LOW PROFILE mB STREETLIGHT POWER SUPPLY W/METER TRAFFIC SIGNAL COMBINATION 0 NEW COMCAST VAULT FIRE HYDRANT m NEW COMCAST PEDESTAL ® MONUMENT BORE PIT ® CATCH BASIN ®' NEW RISER ATTACHED TO POLE ® STORM DRAIN MANHOLE ® EXISTING POLE O WATER MANHOLE EXISTING COMCAST VAULT ® SANITARYSEWER MANHOLE ® EXISTING COMCAST PEDESTAL ® SEWER CLEAN OUT 0 EXISTING IRRIGATION VAULT ( ELECTRIC MANHOLE O EXISTING UTILITY VAULT/PEDESTAL ® UNIDENTIFIED MANHOLE D� GAS/WATER VALVE ® WATER METER Q TREE/BUSHES ® GAS METER GENERAL NOTES: 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 28" RADIUS UNLESS SPECIFIED OTHERWISE. 4. BURIED FIBER OPTIC WARNING SIGNS SHALL BE PLACED AT EACH SIDE OF ALL ROADCROSSINGS, 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-WAY OWNER OF CARETAKER APPROVAL PRIOR TO CONSTRUCTION. 6. WHERE PERMITS FROM STATE, COUNTY, CITY, RAILROAD OR GOVERNMENT AGENCIES ARE REQUIRED, ALL WORK PERFORMED WILL COMPLY WITH THESE AGENCIES STANDARD SPECIFICATIONS. 7. THE PROJECT MANAGER WILL NOTIFY BUILDING MANAGEMENT WHEN WORK WILL BEGIN ON BUILDING. CONTRACTOR TO COORDINATE ROOM ACCESS AND WORK START AND STOP TIMES WITH BUILDING MANAGEMENT. 8. THE PROJECT MANAGER IS TO BE NOTIFIED BY THE CONTRACTOR 24 HOURS PRIOR TO CONSTRUCTION. SEE COMPANY CONTACT LIST FOR CONTACT NAME(s) AND TELEPHONE NUMBER(5). 9. THE PROJECT MANAGER WILL RESERVE THE RIGHT TO INSPECT AT ANY TIME THE WORK BEING PERFORMED BY THE CONTRACTOR. IF PROJECT MANAGER DETERMINES THAT THE WORK IS NOT BEING PERFORMED TO MINIMUM QUALITY STANDARDS, THEN THE CONTRACTOR SHALL PROVIDE REWORK AT HIS OWN COST. 10. ANY CHANGE IN PROJECT SCOPE, INCLUDING BUT NOT LIMITED TO, CONDUIT LENGTH, CONDUIT PATH, AERIAL PATH ETC. MUST BE APPROVED BY THE PROJECT MANAGER. 11. ALL CORING/CONSTRUCTION THAT WILL CAUSE NOISE AND/OR VIBRATION SHALL BE DONE WITHIN ALLOWED (9AM-3PM) BUSINESS HOURS. 12. ANYAND ALL UNDERGROUND UTILITIES ENCOUNTERED ARE THE RESPONSIBILITY OFTHE CONTRACTORTO LOCATE, PROTECT. AND REPAIR, IF DAMAGED. 13. ALL FOOTAGES ARE BASED ON FIELD GATHERED MEASUREMENTS, AS SUCH SOME VARIANCE SHOULD BE ANTICIPATED. ADJUST AS NEEDED. 14. ALL BURIED CONDUIT/CABLE WILL BE PLACED AT36" MINIMUM COVER. SITE HAS POTENTIAL FOR ROCK THAT WOULD PREVENTTHE ABILITY TO PROVIDE THE MINIMUM COVER, IN CASES WHERE THE MINIMUM COVER CANNOT BE ACHIEVED, THE CONDUIT SHALL BE PLACED IN A SCH 40 EMT SLEEVE OR 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 TIMES SHALL CURBS, GUTTERS OR HANDICAP BE DISTURBED. 18. DOOR HANGERS ARE TO BE PLACED A MINIMUM OF 182 HOURS PRIOR TO START OF CONSTRUCTION. 19. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PLACE MESSAGE BOARDS STATING LANE CLOSURES, AND DELAYS A WEEK IN ADVANCE, LOCATION OF THE MESSAGE BOARD SHALL BE COORDINATE WITH THE CITY INSPECTOR ATTHE PRE -CONSTRUCTION MEETING. 20. LANE CLOSURES CANNOT EXCEED MORE THAN 300 FT. ATATIME. FOR SAFETY PURPOSES THERE SHALL BE ONLY ONE CLOSURE ATATIME ALONG S B STREET & E SEVENTH STREET. MORE FLAGGERS WILL BE NECESSARYTO HELP VEHICLESAND PEDESTRIANS IN THE WORK ZONES DURING THE LANE CLOSURES. FIBER PLACEMENT NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY SEE 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, FIBRE STORAGE LOOP AND TAIL LOCATION. CONTRACTOR TO PROVIDE PROJECT MANAGER WITH SEQUENCE NUMBERS AT PROJECT COMPLETION. 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 (300') OR LESS ON 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, SPLICE CASES AND WHERE INDICATED BY PROJECT MANAGER. TAGS NEED TO BE PLACED SO AS TO BE READ FROM THE GROUND. 5. CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING TENSION. LUBRICANTS MUST NOT CONTAIN ANY PETROLEUM PRODUCTS. 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 POLES TH E LOCATE 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, AND BLUE -WEST, DO NOT TAPE FIBER CABLES TOGETHER IN RISER. DISCLAIMER: 1. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONSTRUCTOR TO VERIFY ALL RIGHT OF WAY BEFORE CONSTRUCTION IS TO BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN THESE PLAN SHEETS IS PROPOSED OUTSIDE OF THE RIGHT OF WAY. 2. THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARY ONCE UTILITIES HAVE BEEN FIELD LOCATED. 3. ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION AND IS COLLECTED IN THE AS -BUILT PHASE. THIS IS AN COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL IMPORTANT NOTICE . na Con)1 LF, 94b11 plannENG ss DESIGN: N.PE REV DESCRIPTION DATE Section M 4216/4217 of the Government Code requires a a„zs,aoe.a, . o plxnnengagmzi6com DRAWN BY: KL.WS 0 ISSUE FOR PERMIT OS 20 2026 / / Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. pROJjj: JB2454310• DRAWN BY: CALL TOLL FREE CONSTRUCTION TYPE: BORE, OVERLASH &SPLICING APPROVED: 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT SYSTEM: STOCKTON APPROVED: 1-800-227-2600 NODE: SHEET: 2 OF 28