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945 PLAZA DR DWGSJ45 PLAZA DR CITY PERMIT L COVER Ocean Waves Sungla';5es Great innat JOB SITE AtI Pro Automotive Soecialtv Marine & x", mdustrial Supplies, Inc Home Plate Dom- r 5j I T- Pho Viet JOB SITE Christiari Science Cilurd, 1A 10cea nside VICINITY MAP Church of Christ Fastenal 0 SCALE: NONE Sea Oats Apartrrents 0 C/D oUnited States Postat Service tion 5 z My r.W E MAP SI NONE S(ALE: PUBLIC WORKS PROJECT TOTALS {APPROVED 180' DENIED PROP. BURIED CATV: NOT APPLICABLE TO DEPT PROP. OH CATV: 0' MOT NOTES TRAFFIC CONTROL SHALL COMPLY WITH FEDERAL MANUAL -- ff VV TOTAL PROP. CATV: 180' ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND (0.03MI.) 945 PLAZA DR F.D.O.T. DESIGN STANDARD #NO. 600. ���� CITY OF AT LANTIC B EACH, E L SUBJECT: PROPOSED U/G CATV FACILITIES ON PLAZA DR. COUNTY: DUVAL STATE: FLORIDA - SHEET NO.: 1 OF 5 COAACAST DATE: 08/04/2017 PROPRIETARY AND CONFIDENTIAL RIG-T- OF-WAY PERMIT CIFA: N/A MAP: N/A RAFTED BY: J. COMPTON D 5934 Richard St Jacksonville, FL 32216 USE CASE 1 M.O.T. CITY OF ATLANTIC EACH U G NOTES ALL PROPOSED CONSTRUCTION NILL BE PER CITY OF ATLANTIC BEACH SPECIFICATION AS WELL AS ALL NESC SAFETY CODES. Q PHONE POLE ALL PROPOSED CAN WILL BE WITHIN THE CITY OF ATLANTIC BEACH RIGHT-OF-WAY. (S) STEEL POLE ALL PROPOSED UNDERGROUND ATV WILL BE BURIED A MINIMUM OF 24" DEEP. EXCEPT BORES 36" DEEP. NOTIFICATIONS TO ALL UTILITIES INVOLVED WILL BE MADE PRIOR TO CONSTRUCTION. �Q ANCHOR LOCATES WILL BE REQUIRED IN ALL PROPOSED UNDERGROUND AREAS AT LEAST 48 HRS. PRIOR TO CONSTRUCTION. TRAFFIC SIGNAL VAULT ALL PROPOSED UNDERGROUND 3ATV ROAD BORES WILL USE CITY APPROVED DIRECTIONAL B RE MACHINE, AS WELL AS CITY APPROVED CONDUIT. O- CROSS SECTION REFERENCE ALL PROPOSED CATV DIRECTION L BORES WILL EXTEND A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT. ALL PROPOSED CATV DRIVEWAY BORES WILL EXTEND A MINIMUM OF 2' BEYOND THE E GE OF PAVEMENT. 41,% COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 ALL UTILITIES LOCATED BY VISUAL INSPECTION, TO VERIFIED BY LOCATES. EOT REPRESENTS EDGE OF TRAVEL NOT TRUE EDGE OF PAVEMENT. E/P REPRESENTS THE TRUE EDGE OF PAVEMENT. EOD REPRESENTS THE EDGE OF DIRT. HAND DIG TRENCHES 36" DEEP ACROSS DIRT ROAD. LEGEND X POWER POLE BORE ® POWER TRANSFORMER POLE - - — - — - — - — - — - - SWALE/DITCH ® JOINT USE TRANSFORMER POLE GUARD RAIL Q PHONE POLE FENCE LINE 0 CAN POLE PROPOSED OVERHEAD CATV (S) STEEL POLE — — — — — — — PROPOSED BURIED CATV © CONCRETE POLE EXISTING OVERHEAD CAN ® JOINT USE POLE — — — — — — — EXISTING BURIED CAN ® RISER -•-•-• •-•-------•- OVERHEAD ELECTRIC �Q ANCHOR -•-•-•-•-•-•-•-•-•- BURIED ELECTRIC II OVERHEAD GUY — — — — — -- — — GAS ❑V CAN FIBER VAULT -•-•-•-^ •-^-•-•-•-•- OVERHEAD TELEPHONE TRAFFIC SIGNAL VAULT -'-•-•-•-•-•-•-•-'- BURIED TELEPHONE ® TRAFFIC SIGNAL POLE SANITARY SEWER ® TRAFFIC SIGNAL BOX STORM SEWER O- CROSS SECTION REFERENCE —��'—"—`•—'-- WATER '>9'?'AERIAL FOOTAGE --- CENTERLINE 9??'U/G FOOTAGE EDGE OF PAVEMENT / REFERNCE POINT BACK OF CURB ® STORM DRAIN RIGHT OF WAY CITY U' --"'F ATLANTIC BEACH, RIGHT—UF—WAY PERb1IT F F\Vr VJLU L HDPE CONDUIT TYPICAL DRIVEWAY DIRECTIONAL BORE N.T.S. PUBLIC WORKS { /)APPROVED { } DENIED { } NOT APPLICABLE TO DEPS' PROPOSED U/G CATV FL FACILITIES ON PLAZA DR. CIFA: N/A 945 PLAZA DR COUNTY: DUVAL STATE: FLORIDA SHEET NO.: 2 OF 5 DATE: 08/04/2017 MAP: N/A DRAFTED BY: J. COMPTON 945 PLAZA DR CITY PERMIT M.p.T. CASES MID—BLOCK SIDEWALK CLOSURE GENERAL NOTES 1. ONLY THE SIGNS CONTROLLING PEDESTRIAN FLOWS ARE SHOWN. OTHER WORK ZONE SIGNS WILL BE NEEDED TO CONTROL TRAFFIC ON STREETS. 2 WALKWAYS S FREEOOFRANY OBSTRUCTIONS L AND BE AHAZARDSM SUCH ASIHOLES. DEBRIS. MUD, CONSTRUCTION EQUIPMENT. STORED MATERIALS AND ETC- ( FOR DETAILS SEE INDEX 600 ) 3 AK SPOST HALLMHAVET AD IMIINIMUOM CLEARACATED NCE FROM ROM THEN BOTTOM T TO A SOFFESGLN TO THE SIDEWALK. CONDITIONS WHERE ANY WORKERS OR THIE RE ACTIVITIES EQUIPMENT ENCROACH ON THE SIDEWALK FOR A PERIOD OF MORE THAN 60 MINUTES At COMCAST PROPRIETARY AND CONFIDENTIAL .,-__.1 C+ Shoulder Work f Pavement) (2'-15' From the Edge (Maintaining two—way traffic in two travel lanes) CASE 1 A.O.T. Work in Tra' (Mai MINIMUM 11' WIDTH FOR EACH LANE. 11'CASE 31 MOT MUSTNBE OT USED. E MAI Shouldr (Within 2'0 of rk t/Minorith he EdgeEncroachment t ofPa Pavement) CASE 2 M.O.T. Lane Closure on a Two—Lane Road (Two Flogger Operation) CASE 3 M.O.T. A CASE 3 MOT SHALL ONLY WHILE CONTRACTOR PERSONNEL LEMENTED L ARE PRESENT. DURING OFF HOURS THIS MOT SHOULD BE REMOVED AND TWO LANES OF TRAFFIC RESTORED. Lane Wok Area oAdvance the veof an Through intersection Road) ( Lane or a Minor Urban Street ®® Q Q ning Two—Way Traffic) A CAIS E ALL ROAD CROSSINGS SHALL BE DONE IN ONE DAY. CROSS STREETS ARE TO BE pp �I DURINGENON—WORKING TWO NES O�F HOURS. CASEU u /� CASE 5 M.O.T. SIGN SF DISTANCE FE.p­.y/F—­Y A 100 ) 350 500 Y 1.000 > 451ph . high speed .SPEW GTEGORY TO t# DETERMINED BV HIGHWAY .. DISTANCES ME SHOWN IN FEET. THE COLUMN HE SHOWN M1 FKAIRR 6H-/ IN 6H-46 OF THE (MUTCD). THE A DIMENSION IS THE DISE FRDY SIGN. THE B DIMENSION 5 THE DISTANCE BETWEEN THE DISTANCE BETWEEN THE SECOND AND THIRD SI( NOTE: ING SERIES LONGTTU0INAI DINENSIIXIS ARE TO BE HADIUS y� g -F ItI'leeY///.1" PUBLIC WORKS { APPROVED { } DENIED { } NOT APPLICABLETO DEPT CITY OF ATLANTIC BEACH, FL RIGHT-OF-WAY P11-7-1MIT TAPER TWE Oa MERGING TA SHIFTING TA SHOULDER ONE LANE. DOWNSTREAM TAPER -FORMULAS FOR L ARE AS FOLLOWS FOR SPEED LIMITS OF 40 MPH OR LESS L_W6= 60 WHERE: L : TAPER LENGTH NV FEET W WIDTH OF OFFSET IN FEET S - POSTED SPEED LIMIT MAINTENANCE OF 1 I. LEND a Cho ..Ling DaWce �. Flogger Symbol .R P,Wble Sign Support An 01 -PI -Y 4. High Lsve1 Woming D"" ® Work All 4 Warning Sign SIGN SF DISTANCE FE.p­.y/F—­Y A 100 ) 350 500 Y 1.000 > 451ph . high speed .SPEW GTEGORY TO t# DETERMINED BV HIGHWAY .. DISTANCES ME SHOWN IN FEET. THE COLUMN HE SHOWN M1 FKAIRR 6H-/ IN 6H-46 OF THE (MUTCD). THE A DIMENSION IS THE DISE FRDY SIGN. THE B DIMENSION 5 THE DISTANCE BETWEEN THE DISTANCE BETWEEN THE SECOND AND THIRD SI( NOTE: ING SERIES LONGTTU0INAI DINENSIIXIS ARE TO BE HADIUS y� g -F ItI'leeY///.1" PUBLIC WORKS { APPROVED { } DENIED { } NOT APPLICABLETO DEPT CITY OF ATLANTIC BEACH, FL RIGHT-OF-WAY P11-7-1MIT TAPER TWE Oa MERGING TA SHIFTING TA SHOULDER ONE LANE. DOWNSTREAM TAPER -FORMULAS FOR L ARE AS FOLLOWS FOR SPEED LIMITS OF 40 MPH OR LESS L_W6= 60 WHERE: L : TAPER LENGTH NV FEET W WIDTH OF OFFSET IN FEET S - POSTED SPEED LIMIT MAINTENANCE OF 1 I. ANY MODInCATIONS OF THIS MAII SUBMITTED TO THE CITY OF ATV FOR REVIEW AND APPROVAL PRIC 2, PROJECT WORK HOURS ARE BET RESIDENTIAL STREETS.AND 9:00 3. ARTERIAL STREETS. CONTRACTOR MUST MAINTAIN EXI DUE TO ACT—. THE ACCORDANICE WITH CCURRENTONT II 4. THIRTY FO T RADII REQUIRI ,pYASREBUILT. 5. ACCESS TO ALL STREETS AND I 6. TRAM SCARE TO BE ARE DISTURBED 7_ THE CONTRACTOR SHALL CONFI THAN ONE BLOCK AT A TIME. g, THE ROADWAY SHALL BE REST( BEFORE IT IS REOPENED TO TT MOVES ON TO THE NEXT CONS 9. SURFACESTUNTIL PAVED. SHA 10. CONCTION WHERE ONTRAC ORS WUANTS TOALTER SUBMIT PHASING PLAN WITH A TRAFFIC ENGINEERING PRIOR I IT. CONTRACTOR SHALL NOTIFY AT MINIMUM OF 5 WORKING DAYS 12, TRAFFIC SIGNAL VEHICLE LOOT WITHIN 36 HOURS OF BEING HARRIS AT OR GEI 45 HOURS PRIOR 247-5525 O WORKIN PROPOSED U/G CATV FACILITIES ON PLAZA DI CIFA: N/A 945 PLAZA DR CITY PERMIT PLAN VIEW 0 25 50' R/W B/C C/L B/C R/W AL COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 U O U m O N m O a a F > W U I U Iii AZA DR - D/W _34' 15' c 8' SIDEW K7 1 V � A ;1N PROPOSED U/G PROJECT FINISH CAN FACILITIES PROPOSED U/G CATV FACILITIES TIE INTO EXISTING CATV FACILITIES PROPOSED U/G DRIVEWAY BORE CAN AMP @ 22' BOC D/W PROPOSED U/G a o DIRECTIONAL BORE O O Li LJ PROJECT START iq i W PLO V1 945 PLAZA DR CITY PERMIT CROSS SECTION SIL COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 LC R/W L R/W SIDEWALK — PROPOSED � � —12"— —0 _24"— _36"- 48"— _60"— R/W 24"- -36"-48"--60"— R/W —72"- -84"— _96"_ 72"--84"--96"— CITY OF ATLANTIC BEACH, ['L RIGH'C-OF-jtiAY" YERD4IT PUBLIC WORKS { /)APPROVED { } DENIED { } NOT APPLICABLE TO DEPT ;UBJECT: 'ROPOSED U/G CATV ACILITIES ON PLAZA DR. CIFA: N/A COUNTY: 945 PLAZA DR DUVAL STATE: FLORIDA SHEET NO.: 5 OF 5 DATE: 08/04/2017 MAP: N/A DRAFTED BY: J. COMPTON —24"— O 1 —36"— i ���� ������������ ��----------- -ae" O13 PROPOSED 4" HDPE CONDUIT —60"— LC —72"— R/W m00 m _84"— _96,— ww —12"— —0 _24"— _36"- 48"— _60"— R/W 24"- -36"-48"--60"— R/W —72"- -84"— _96"_ 72"--84"--96"— CITY OF ATLANTIC BEACH, ['L RIGH'C-OF-jtiAY" YERD4IT PUBLIC WORKS { /)APPROVED { } DENIED { } NOT APPLICABLE TO DEPT ;UBJECT: 'ROPOSED U/G CATV ACILITIES ON PLAZA DR. CIFA: N/A COUNTY: 945 PLAZA DR DUVAL STATE: FLORIDA SHEET NO.: 5 OF 5 DATE: 08/04/2017 MAP: N/A DRAFTED BY: J. COMPTON