| LINETYPES 
<br />CA1R CATV CATV 
<br />CATV CATV-- nC+- 
<br />CA1R CATV nCev 
<br />RDt ERR IRR 
<br />JT JT gT JT 
<br />ss ss ss ss 
<br />SD SD SD ED 
<br />w w w w 
<br />-X-X X X 
<br />-D/T - -D/L- - -C/L- 
<br />APPPPX/I ATIC)NIC 
<br />COMCAST 
<br />COMCAST 
<br />PL 
<br />PROPERTY LINE 
<br />C/L 
<br />CENTERLINE 
<br />PUP 
<br />PUBLIC UTILITY EASEMENT 
<br />(EXIST.) 
<br />EXISTING 
<br />ROW 
<br />RIGHT OFWAY 
<br />FOC 
<br />FACE OFCURB 
<br />SD 
<br />EXISTING STORM DRAIN 
<br />MIN 
<br />MINIMUM 
<br />SS 
<br />EXISTING SANITARY SEWER 
<br />MAX 
<br />MAXIMUM 
<br />T 
<br />EXISTING TELEPHONE 
<br />CDT 
<br />CONDUIT 
<br />W 
<br />EXISTING WATER 
<br />BOW 
<br />BACK OFWALK 
<br />E 
<br />EXISTING ELECTRIC 
<br />DOW 
<br />FRONTOF WALK 
<br />IRR 
<br />EXISTING IRRIGATION 
<br />EOP 
<br />EDGE OF PAVEMENT 
<br />G 
<br />EXISTING GAS 
<br />® 
<br />EXISTING COMCAST PEDESTAL 
<br />SYMBOLS 
<br />6. 
<br />® 
<br />NEW COMCAST POWER SUPPLY 
<br />A 
<br />TRANSFORMER 
<br />`, 
<br />I 
<br />NEW COMCAST LOW PROFILE 
<br />PROPOSED TRENCH/ R/SW ROUTE 
<br />1. 
<br />8 
<br />POWER SUPPLY W/ METER 
<br />�y� 
<br />STREETLIGHT 
<br />Q 
<br />NEW COMCAST VAULT 
<br />t-aoo-zz7-260]-zeoD 
<br />TRAFFIC SIGNAL COMBINATION 
<br />3. 
<br />NEW COMCAST PEDESTAL 
<br />,,++,, 
<br />V 
<br />FIRE HYDRANT 
<br />SPECIFIED OTHERWISE. 
<br />BORE PIT 
<br />Q 
<br />MONUMENT 
<br />NEW RISER ATTACHED TO POLE 
<br />® 
<br />CATCH BASIN 
<br />EXISTING POLE 
<br />SD 
<br />STORM DRAIN MANHOLE 
<br />EXISTING COMCASTVAULT 
<br />5. 
<br />DEVIATIONS FROM THE ENGINEERED ROUTE REQUIRES A PROJECT MANAGER AND RIGHT-OF-WAY 
<br />®W 
<br />WATER MANHOLE 
<br />® 
<br />EXISTING COMCAST PEDESTAL 
<br />EXISTING SANITARY SEWER 
<br />6. 
<br />WHERE PERMITS FROM STATE, COUNTY, CITY, RAILROAD OR GOVERNMENT AGENCIES ARE 
<br />EXISTING IRRIGATION VAULT 
<br />SS 
<br />SANITARY SEWER MANHOLE 
<br />�® 
<br />EXISTING UTILITY VAULT/PEDESTAL 
<br />® 
<br />SEWER CLEAN OUT 
<br />©® 
<br />GAS/WATERVALVE 
<br />EXISTING FENCELINE 
<br />ELECTRIC MANHOLE 
<br />THE PROJECT MANAGER WILL NOTIFY BUILDING MANAGEMENT WHEN WORK WILL BEGIN ON 
<br />TREE/BUSHES 
<br />® 
<br />UNIDENTIFIED MANHOLE 
<br />PH 
<br />POTHOLE 
<br />W� 
<br />WATER METER 
<br />OO 
<br />SNOWSHOE 
<br />ROW LINE 
<br />B. 
<br />THE PROJECT MANAGER IS TO BE NOTIFIED BY THE CONTRACTOR 24 HOURS PRIOR TO 
<br />STREET SIGN 
<br />© 
<br />GAS METER 
<br />9. THE PROJECT MANAGER WILL RESERVE THE RIGHT TO INSPECT AT ANYTIME THE WORK BEING 
<br />PERFORMED BY THE CONTRACTOR. IF PROJECT MANAGER DETERMINES THAT THE WORK IS NOT 
<br />BEING PERFORMED TO MINIMUM QUALITY STANDARDS, THEN THE CONTRACTOR SHALL PROVIDE 
<br />REWORK AT HIS OWN COST. 
<br />10. ANY CHANGE IN PROJECT SCOPE, INCLUDING BUT NOT LIMITED TO, CONDUIT LENGTH, CONDUIT 
<br />PATH, AERIAL PATH ETC., MUST BE APPROVED BY THE PROJECT MANAGER. 
<br />11. ALL CORI N G/CONSTRUCTION THAT WILL CAUSE NOISE AND/OR VIBRATION SHALL BE DONE WITHIN 
<br />ALLOWED (9AM-3PM) BUSINESS HOURS. 
<br />12. ANY AND ALL UNDERGROUND UTILITIES ENCOUNTERED ARE THE RESPONSIBILITY OF THE 
<br />CONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF DAMAGED. 
<br />13. ALL FOOTAGES ARE BASED ON FIELD GATHERED MEASUREMENTS, AS SUCH SOME VARIANCE 
<br />SHOULD BE ANTICIPATED. ADJUSTAS NEEDED. 
<br />FIBER PLACEMENT NOTES 
<br />1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 46 
<br />HOURS PRIOR TO CONSTRUCTION ACTIVITY 
<br />SEE LOCAL DIRECTORY FOR CONTACT TELEPHONE NUMBER OF 
<br />LOCAL CALL BEFORE YOU DIG AGENCY. 
<br />2. CONTRACTOR SHALL RECORD SEQUENCE # OF FIBER CABLE AT 
<br />EVERY WORK POLE, MANHOLE, FIBRE STORAGE LOOP 
<br />AND TAIL LOCATION. CONTRACTOR TO PROVIDE PROJECT 
<br />MANAGER WITH SEQUENCE NUMBERS AT PROJECT 
<br />COMPLETION. 
<br />3. SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BE 
<br />DETERMINED ON CONSTRUCTION DRAWINGS, HOWEVER, 
<br />REEL LENGTHS OF FIVE HUNDRED FEET (500') OR LESS ON LARGE 
<br />COUNT FIBER OR THREE HUNDRED (300') OR LESS 
<br />ON SMALL COUNT FIBER ARE DIFFICULTTO USE AND SHOULD BE 
<br />PLACED AS FSL'S, NOT CUTAND RETURNED. 
<br />4. FIBER OPTIC IDENTIFICATION TAGS SHALL BE PLACED AT EVERY 
<br />WORK POLE, MANHOLE, FIBER, STORAGE LOOPS, SPLICE 
<br />CASES AND WHERE INDICATED BY PROJECT MANAGER. TAGS 
<br />NEED TO BE PLACED SO AS TO BE READ FROM THE GROUND. 
<br />5. CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING 
<br />TENSION. LUBRICANTS MUST NOT CONTAIN ANY PETROLEUM 
<br />PRODUCTS. 
<br />6. A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS 
<br />OTHERWISE NOTED. 
<br />7. ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH 
<br />WARNING TAPE ANDA TRACER WIRE, AT RISER POLES THE 
<br />LOCATE WIRE SHALL BE ACCESSIBLE ATTHE BASE OF THE RISER. 
<br />B.ALL RISERS WILL BE CAPPED AT ALL TIMES. 
<br />9.ALL FIBER SHALL BE MARKEDASTO DIRECTION IN EACH VAULT. 
<br />RED -NORTH, GREEN -SOUTH, YELLOW -EAST, AND 
<br />BLUE -WEST, DO NOTTAPE FIBER CABLES TOGETHER IN RISER. 
<br />DISCLAIMER 
<br />13. ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 36" MINIMUM COVER. SITE HAS POTENTIAL FOR 
<br />1. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONSTRUCTOR 
<br />GENERAL NOTES: 
<br />PROPOSED BORE ROUTE 
<br />`, 
<br />I 
<br />BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN 
<br />PROPOSED TRENCH/ R/SW ROUTE 
<br />1. 
<br />ALL VAULTS/ HANDHOLES TO BE EQUIPPED WITH SECURITY LIDS WITH LOCKING BOLTS. 
<br />NEW AERIAL ROUTE 
<br />2, 
<br />GROU NO RESTORATION/RIGHT-OF-WAY SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION 
<br />NEW AERIAL STRAND 
<br />02/23/2( 
<br />t-aoo-zz7-260]-zeoD 
<br />EXISTING COMCAST ROUTE 
<br />3. 
<br />ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM OF 36" RADIUS UNLESS 
<br />EXISTING TELEPHONE SYSTEM 
<br />SPECIFIED OTHERWISE. 
<br />EXISTING ELECTRICAL SYSTEM 
<br />4. 
<br />BURIED FIBER OPTIC WARNING SIGNS SHALL BE PLACED AT EACH SIDE OF ALL ROAD CROSSINGS 
<br />EXISTING GAS SYSTEM 
<br />AT CULVERTS, DITCHES AND IN A STRAIGHT LINE OF SIGHT SPACING OF APPROXIMATELY 500 FEET 
<br />EXISTING TV SYSTEM 
<br />EXISTING IRRIGATION SYSTEM 
<br />5. 
<br />DEVIATIONS FROM THE ENGINEERED ROUTE REQUIRES A PROJECT MANAGER AND RIGHT-OF-WAY 
<br />OWNER OR CARETAKER APPROVAL PRIOR TO CONSTRUCTION. 
<br />EXISTING JOINT TRENCH 
<br />EXISTING SANITARY SEWER 
<br />6. 
<br />WHERE PERMITS FROM STATE, COUNTY, CITY, RAILROAD OR GOVERNMENT AGENCIES ARE 
<br />REQUIRED, ALL WORK PERFORMED WILL COMPLY WITH THESE AGENCIES STANDARD 
<br />EXISTING STORM DRAIN 
<br />SPECIFICATIONS. 
<br />EXISTING WATER LINE 
<br />EXISTING FENCELINE 
<br />7. 
<br />THE PROJECT MANAGER WILL NOTIFY BUILDING MANAGEMENT WHEN WORK WILL BEGIN ON 
<br />ROADWAVCENTER LINE 
<br />BUILDING. CONTRACTOR TO COORDINATE ROOM ACCESS AND WORK START AND STOP TIMES 
<br />WITH BUILDING MANAGEMENT. 
<br />PROPERTY LINE 
<br />ROW LINE 
<br />B. 
<br />THE PROJECT MANAGER IS TO BE NOTIFIED BY THE CONTRACTOR 24 HOURS PRIOR TO 
<br />CONSTRUCTION. SEE COMPANY CONTACT LIST FOR CONTACT NAME(s) AND TELEPHONE 
<br />EASEMENT LINE 
<br />NUMBER(s). 
<br />EOP/FOC/S/W 
<br />9. THE PROJECT MANAGER WILL RESERVE THE RIGHT TO INSPECT AT ANYTIME THE WORK BEING 
<br />PERFORMED BY THE CONTRACTOR. IF PROJECT MANAGER DETERMINES THAT THE WORK IS NOT 
<br />BEING PERFORMED TO MINIMUM QUALITY STANDARDS, THEN THE CONTRACTOR SHALL PROVIDE 
<br />REWORK AT HIS OWN COST. 
<br />10. ANY CHANGE IN PROJECT SCOPE, INCLUDING BUT NOT LIMITED TO, CONDUIT LENGTH, CONDUIT 
<br />PATH, AERIAL PATH ETC., MUST BE APPROVED BY THE PROJECT MANAGER. 
<br />11. ALL CORI N G/CONSTRUCTION THAT WILL CAUSE NOISE AND/OR VIBRATION SHALL BE DONE WITHIN 
<br />ALLOWED (9AM-3PM) BUSINESS HOURS. 
<br />12. ANY AND ALL UNDERGROUND UTILITIES ENCOUNTERED ARE THE RESPONSIBILITY OF THE 
<br />CONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF DAMAGED. 
<br />13. ALL FOOTAGES ARE BASED ON FIELD GATHERED MEASUREMENTS, AS SUCH SOME VARIANCE 
<br />SHOULD BE ANTICIPATED. ADJUSTAS NEEDED. 
<br />FIBER PLACEMENT NOTES 
<br />1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 46 
<br />HOURS PRIOR TO CONSTRUCTION ACTIVITY 
<br />SEE LOCAL DIRECTORY FOR CONTACT TELEPHONE NUMBER OF 
<br />LOCAL CALL BEFORE YOU DIG AGENCY. 
<br />2. CONTRACTOR SHALL RECORD SEQUENCE # OF FIBER CABLE AT 
<br />EVERY WORK POLE, MANHOLE, FIBRE STORAGE LOOP 
<br />AND TAIL LOCATION. CONTRACTOR TO PROVIDE PROJECT 
<br />MANAGER WITH SEQUENCE NUMBERS AT PROJECT 
<br />COMPLETION. 
<br />3. SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BE 
<br />DETERMINED ON CONSTRUCTION DRAWINGS, HOWEVER, 
<br />REEL LENGTHS OF FIVE HUNDRED FEET (500') OR LESS ON LARGE 
<br />COUNT FIBER OR THREE HUNDRED (300') OR LESS 
<br />ON SMALL COUNT FIBER ARE DIFFICULTTO USE AND SHOULD BE 
<br />PLACED AS FSL'S, NOT CUTAND RETURNED. 
<br />4. FIBER OPTIC IDENTIFICATION TAGS SHALL BE PLACED AT EVERY 
<br />WORK POLE, MANHOLE, FIBER, STORAGE LOOPS, SPLICE 
<br />CASES AND WHERE INDICATED BY PROJECT MANAGER. TAGS 
<br />NEED TO BE PLACED SO AS TO BE READ FROM THE GROUND. 
<br />5. CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING 
<br />TENSION. LUBRICANTS MUST NOT CONTAIN ANY PETROLEUM 
<br />PRODUCTS. 
<br />6. A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS 
<br />OTHERWISE NOTED. 
<br />7. ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH 
<br />WARNING TAPE ANDA TRACER WIRE, AT RISER POLES THE 
<br />LOCATE WIRE SHALL BE ACCESSIBLE ATTHE BASE OF THE RISER. 
<br />B.ALL RISERS WILL BE CAPPED AT ALL TIMES. 
<br />9.ALL FIBER SHALL BE MARKEDASTO DIRECTION IN EACH VAULT. 
<br />RED -NORTH, GREEN -SOUTH, YELLOW -EAST, AND 
<br />BLUE -WEST, DO NOTTAPE FIBER CABLES TOGETHER IN RISER. 
<br />DISCLAIMER 
<br />13. ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 36" MINIMUM COVER. SITE HAS POTENTIAL FOR 
<br />1. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONSTRUCTOR 
<br />ROCK THAT WOULD PREVENT THE ABILITY TO PROVIDE THE MINIMUM COVER. IN CASES WHERE 
<br />TO VERIFY ALL RIGHT OF WAY BEFORE CONSTRUCTION IS TO 
<br />`, 
<br />I 
<br />BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN 
<br />14. IF THE MINIMUM COVER CANNOT BE ACHIEVED, THE CONDUIT SHALL BE PLACED INA SCH 40 EMT SLEEVE 
<br />THESE PLAN SHEETS IS PROPOSED OUTSIDE OF THE RIGHT OF 
<br />OR APPROVED EQUIVALENT. 
<br />WAY. 
<br />15. WATER,SEWER, STORM SEWER AND EASEMENT LOCATIONS ARE BASED OFF OF CITY MAPS, 
<br />NOT FIELD VERIFIED. 
<br />16. BORING OF AC PAVING IS REQUIRED ATALL LOCATIONS AS INDICATED ON PLANS. 
<br />17. AT NO TIME SHALL CURBS, GUTTERS OR HANDICAP BE DISTURBED. 
<br />16. DOOR HANGERS ARE TO BE PLACED A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION 
<br />19. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PLACE MESSAGE BOARDS STATING LANE 
<br />CLOSURES, AND DELAYS MINIMUM WEEK IN ADVANCE. LOCATION OF THE MESSAGE BOARD SHALL BE 
<br />COORDINATED WITH THE CITY INSPECTOR ATTHE PRE -CONSTRUCTION MEETING. 
<br />20. LANE CLOSURES CANNOT EXCEED MORE THAN 300 FT. ATA TIME. FOR SAFETY PURPOSES THERE 
<br />SHALL BE ONLY ONE CLOSURE ATA TIME MORE FLAGGERS WILL BE NECESSARY TO HELP VEHICLES AND 
<br />PEDESTRIANS IN THE WORK ZONES DURING THE LANE CLOSURES. 
<br />�, 
<br />IS AN COMCAST 
<br />IMPORTANT NOTICE 
<br />PLANS PREPARED BY 
<br />`, 
<br />I 
<br />o 
<br />Government sued requires a 
<br />Section er 4216/421] of the Number 
<br />Dig ti Alert Identiffcation of Number to be Issued before a 
<br />"Permit to ExcowW will be wild For your Dig Alert I.D. 
<br />MW 
<br />1, C HC 
<br />A CONGRUEX'COMPANY 
<br />COMCAST 
<br />CALL TOLL FREE 
<br />49 HOURS BEFORE YOU DIG 
<br />UNDERGROUND SERMCE ALERT 
<br />9130,5 Rio San Diego Dr. ate 165 
<br />Pen Diego, 92106-1694 
<br />2. UPDATED AS PER LAYOUT 
<br />02/23/2( 
<br />t-aoo-zz7-260]-zeoD 
<br />04 
<br />(M) zs6moar FAX ce+® saagm 
<br />THIS 
<br />IS AN COMCAST 
<br />DOCUMENT, 
<br />PROPRIETARY & 
<br />CONFIDENTIAL 
<br />DESIGN: 
<br />DRAWN BY: 
<br />APPROVED: 
<br />APPROVED: 
<br />APPROVED: 
<br />REV 
<br />DESCRIPTION 
<br />DATE 
<br />1. UPDATED AS PER LAYOUT 
<br />09/29/2( 
<br />2. UPDATED AS PER LAYOUT 
<br />02/23/2( 
<br />3. UPDATED AS PER LAYOUT 
<br />03/02/2( 
<br />2. THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND 
<br />WILL/MAY VARY ONCE UTILITIES HAVE 
<br />BEEN FIELD LOCATED. 
<br />3. ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY 
<br />DETERMINED DURING CONSTRUCTION AND IS COLLECTED IN THE 
<br />AS -BUILT PHASE. 
<br />LEGENDS 
<br />PROJ#:JB1203167 
<br />CONST. TYPE: BORE. TRENCH AND VAULT PLACEMENT 
<br />DRAWN BY: SHUBHAM SINGH 
<br />COMCAST CONTACT: CHAD PACKIN TEL NO. :(925) 290-5794 
<br /> |