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850 SEMINOLE RD - PERMIT ROW18-0006 DWGS850 SEMINOLE RD CITY PERMIT MOT NOTES -RAFFIC CONTROL SHALL COMPLY WITH FEDERAL MANUAL )N UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ".D.O.T. DESIGN STANDARD #NO. 600. 411& COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 0 a -v.ILggUrF s 3 SITE r 19th St I -S 0 r 0 k 11th $1 ann£rg 01 1pinSt �'� gglv2 K»s a ��7fi;ch C1r (? 3 m JOB SITE sp Seminole Road 41:x19 8th $t PILE&II brctMt>zt 1'aptn Jack Russell Park z S.tlk,lo tlr 5. ��. t^9rt Howell Par.-, R � z ti c C� = 43 as � z o i vaa settta Ft ►rYcn Rd n � 4 �v4GUM) pd � s Atlantic BE UC i ' Plaza a v 8th St G 7th St o ER 6th Sl lth St m S v lcd Sl 0 n 3 0. CITE' OF ATLA\i'1'IC BEACH, FL RIUHT-OF-`VAY PERMIT PROJECT TOTALS PROP. BURIED CATV: 100' PROP. OH CATV: 01 TOTAL PROP. CATV: 100' (0.02MI.) 850 SEMINOLE RD — CITY SUBJECT: PROPOSED U/G CAN FACILJIIES ON SEMINOLE RD. COUNTY: DUVAL STATE: FLORIDA SHEET NO.: 1 OF 4 DATE: 03/09/2018 NiA` MAP: N/A DRAFTED BY: COMCAST 850 SEMINOLE RD CITY PERMIT NOTES & TYPICALS USE CASE I M.O.T. 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 EIS. GROUND X POWER POLE COUNTY: DUVAL ORE ® POWER TRANSFORMER POLE WALE/DITCH ------------- ® JOINT USE TRANSFORMER POLE DRAFTED BY: COMCAST 31JARD RAIL Q PHONE POLE EXISTING AERIAL CAN --ENCE LINE 0 CAN POLE ROPOSED OVERHEAD CAN (S) STEEL POLE — — — — — — — ROPOSED BURIED CAN © CONCRETE POLE EXISTING OVERHEAD CAN (9 JOINT USE POLE EXISTING BURIED CAN ® RISER DVERHEAD ELECTRIC —>Q ANCHOR 3URIED ELECTRIC --F--~----- -- II OVERHEAD GUY 3AS ❑V CAN FIBER VAULT )VERHEAD TELEPHONE IN TRAFFIC SIGNAL VAULT 3URIED TELEPHONE ® TRAFFIC SIGNAL POLE ANITARY SEWER ® TRAFFIC SIGNAL BOX 3TORM SEWER Q► - CROSS SECTION REFERENCE' ATER --T ???'AERIAL FOOTAGEENTERLINE ?_??'U/G FOOTAGE / REFERNCE POINT ® STORM DRAIN DGE OF PAVEMENT ACK OF CURB IGHT OF WAY 4VIL COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 CITY OF ATLANTIC BEACH U/G NOTES ALL PROPOSED CONSTRUCTION WILL BE PER CITY OF ATLANTIC BEACH SPECIFICATIONS AS WELL AS ALL NESC SAFETY CODES. ALL PROPOSED CAN WILL BE WITHIN THE CITY OF ATLANTIC BEACH RIGHT—OF—WAY. ALL PROPOSED UNDERGROUND CATV WILL BE BURIED A MINIMUM OF 24" DEEP. EXCEPT BORES 36" DEEP. NOTIFICATIONS TO ALL UTILITIES INVOLVED WILL BE MADE PRIOR TO CONSTRUCTION. LOCATES WILL BE REQUIRED IN ALL PROPOSED UNDERGROUND AREAS AT LEAST 48 HRS. PRIOR TO CONSTRUCTION. ALL PROPOSED UNDERGROUND CAN ROAD BORES WILL USE CITY APPROVED DIRECTIONAL BORE MACHINE, AS WELL AS CITY APPROVED CONDUIT. ALL PROPOSED CAN DIRECTIONAL 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 EDGE OF PAVEMENT. CITY OF ATLANTIC BEACH, KI - : I '�Ikm ml 1 F6 M-81, ffi�11 - 11 11111111 EXISTING POWER POLES ENS. GRADE TYPICAL "PARALLEL" SCALE: NONE PROPOSED RETRO / REBUILD AERIAL CAN FACILITIES 3 TIP. 3 3' IYP. 3 3' TYP. 3 TYPICAL I I� MID -SPAN IIGHTSS —� TYPICAL "CROSSING" SCALE: NONE EASMPowEN PROPOSED RETRO / POLES - REBUILD AERIAL CAN FACILITIES EOS. EXIS. (MOUND TYP. IYP. EXIS. POWER TYP. PRIMARY TRIPLE( EXIS. POWER SECONDARY PROPOSED AERIAL CAN ? N TYPICAL ATTACHMENT I � � (EIGHTS (AT THE POLE) ND -SPAN HEIGHTSTYPICAL ATTACHMENT N I I I HEIGHTS (AT THE POLE) EXIS, PAVED ROAD --- - (OR CROSS -STREET OR DRIVEWAY) 850 SEMINOLE RD - CITY EIS. GROUND IYP. 3' TYP. COUNTY: DUVAL TYP. 3 IYP. EXIS. POWER PPoMARY 1RIPLIX 3 TYP. TYP. EXIS. POWER SECONDARY DRAFTED BY: COMCAST EXISTING AERIAL CAN ND -SPAN HEIGHTSTYPICAL ATTACHMENT N I I I HEIGHTS (AT THE POLE) EXIS, PAVED ROAD --- - (OR CROSS -STREET OR DRIVEWAY) 850 SEMINOLE RD - CITY FL SUBJECT: PROPOSED U/G CAN FACILITIES ON SEMINOLE RD. COUNTY: DUVAL STATE: FLORIDA SHEET NO.: 2 OF 4 DATE: 03/09/2018 NiA` MAP: N/A DRAFTED BY: COMCAST 850 SEMINOLE RD CITY PERMIT M®0®T. CASES MID—BLOCK SIDEWALK CLOSURE GENERAL NOTES 1 ONLY THE WS ARE SHOWN. OTHER WORK GZONE NS OSI NS WILL BE NNTROLLING EEDED TOIAN O CONTROL TRAFFIC ON STREETS. 2. TEMPORARY WALKWAYS SHALL BE A MINIMUM OF 4' WIDE AND KEPT FREE OF ANY OBSTRUCTIONS AND HAZARDS SUCH AS HOLES, DEBRIS, MUD, CONSTRUCTION EQUIPMENT, STORED MATERIALS AND ETC. ( FOR DETAILS SEE INDEX 600 ) 3. POST MOUNTED SIGNS LOCATED NEAR OR ADJACENT TO A SIDEWALK SHALL HAVE A 7' MINIMUM CLEARANCE FROM THE BOTTOM OF SIGN TO THE SIDEWALK. CONDITIONS WHERE ANY VEHICLE. EQUIPMENT WORKERS OR THEIR ACTIVITIES ENCROACH ON THE SIDEWALK FOR A PERIOD OF MORE THAN 60 MINUTES 1L COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 (Mc Shoulder Work (2'-15' From the Edge of Pavement) taining two—way traffic in two travel lanes) b p �- Flaggar Symbol TC Tz- g Ancor Di.pl y JM 11' WIDTH FOR EACH TEMPORARY CASE 1 M.O.T. Shoulder Work With Minor Encroachment Lane Closure on a Two—Lane Road (Within 2' of the Edge of Pavement) (Two Flagger Operation) 71— CASE CASE 2 M. 0. T. CASE 3 M. 0. T. A CASE 3 MOT SHALL ONLY BE IMPLEMENTED WHILE CONTRACTOR PERSONNEL ARE PRESENT. DURING OFF HOURS THIS MOT SHOULD BE REMOVED AND TWO LANES OF TRAFFIC RESTORED. Lane Closure in Advance of an Intersection (Work Area on the Through Road) Work in Travel Lane or a Minor Urban Street ®® (Maintaining Two—Way Traffic) ALL ROAD CROSSINGS SHALL BE DONE INONE DAY. STREETS Q E TO RESTORED ORTWO LANES OF�TRAFFIC E DURING NON—WORKING HOURS. CASE 5 M.O.T. I1{ tl r. oe. �® CITY OF ATLAN'1'IC BEACH, RIGHT-OF-WAY PERMIJ o Channdizing DaA- �- Flaggar Symbol TC Portable Sign Svppnrt g Ancor Di.pl y JM 11' WIDTH FOR EACH TEMPORARY High L—I Warning D.,A- ® Work Area IF CANNOT BE MAINTAINED, A b 350 350 3 MOT MUST BE USED. 500+00 500 CAS E 1 1.000 4 M. 0. T. ALL ROAD CROSSINGS SHALL BE DONE INONE DAY. STREETS Q E TO RESTORED ORTWO LANES OF�TRAFFIC E DURING NON—WORKING HOURS. CASE 5 M.O.T. I1{ tl r. oe. �® CITY OF ATLAN'1'IC BEACH, RIGHT-OF-WAY PERMIJ o Channdizing DaA- �- Flaggar Symbol TC Portable Sign Svppnrt g Ancor Di.pl y URBAN (IoW ap.od) High L—I Warning D.,A- ® Work Area ® Warring Sign clr=N CPAr.IN(; ROAD TYPE TAPER LENGTH (L)' rXSTANCE BETWEEN SIGNS" AT LEAST L SHIFTING TAPER A g C URBAN (IoW ap.od) 100 1CO 100 URBAN (high sp—d) 350 350 350 RURAL 500+00 500 5,p--y/Frs Y 1 1.000 1.300 2.840 2 lymph - Ngh W -d • 9'EED UTE(+UR'! ro OETETR16NE0 BT HN 11 A.GE1Z(.Y ao DISTMZCES A� SHOWN H FEET. lHE COLUMN H MAN 0.B. AND C PRE THE OYEt19(kZ5 9i0WN N F1GtNR6 6FL-1 THROUGH 6H-46 OF THE NANl1AL OF UNIFORM TRAFFIC CONTROL DEVICES (AZUR)). TIE A DIMENSION IS THE DISTANCE FROM 11E TRAN9fI0Fl OR POINT OF RESTFOCRQ7 NS THE FIRST TION T}E B OYENSION IS Tiff DISfAMCE BEiWEE11 TT{E FIRST 'W ZZD SIGNS' TtE c DIMENSION Is THE DISTANCE BETWEEN THE AND THIRD SIGNS. (TLE TFg ID SIGN IS THE F1RSi ONE IN THE THREE -SIGN sMES M=NTERED BY A DRNER APPROACHING A TEMPOPAR( TRAFFIC CONTROL Z NOTE LON=)DIFNL DIMENSIONS ARE TO BE ADJUSTED TO FIT FIELD CONOOIM& SIE INDEX N.. INA TADCD I rN('TP (.RITFRIA T1PE OF TAPER TAPER LENGTH (L)' MERGING PER AT LEAST L SHIFTING TAPER AT LEAST 0.5L SHOULDER TAPER AT LEAST 0.33L ONE LANE, TWO WAY TRAFFIC TAPER 100 FT. MAXIMUM DOWNSTREAM TAPER 100 FT PER LANE -FORMULAS FOR L ARE AS FOLLOWS FOR SPEED UMTIS OF 40 MPH OR LESS L-WSz 60 WHERE L - TAPER LENGTH IN FEET W - WIDTH OF OFFSET IN FEET S -• POSTED SPEED LI6'IT FOR SPEED LIMITS OF 45 MPH OR GREATER L -WS MAINTENANCE OF TRAFFIC REQUIREMENTS 1, ANY MODIFICATIONS OF THIS MAINTENANCE OF TRAFFIC PLAN SHALL BE SUBMITTED TO THE CIN OF ATLANTIC BEACH, TRAFFIC ENGINEERING DIVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION. 2. PROJECT WORK HOURS ARE BETWEEN 7:00 AM TO 7:00 PM ON RESIDENTIAL STREETS. AND 9:00 AM TO 4:00 PM ON COLLECTOR OR ARTERIAL STREETS. 3. CONTRACTOR MUST MAINTAIN EXISTING SIGNING. IF SIGNS ARE DAMAGED DUE TO HIS ACTIVITY. THE CONTRACTOR IS REQUIRED TO REPLACE THEM IN ACCORDANCE WITH CURRENT CIN STANDARD SPECIFICATIONS IMMEDIATELY. 4. THIRTY FOOT RADII ARE REQUIRED AT ALL INTERSECTIONS WHERE THE ROADWAY IS REBUILT. 5. ACCESS TO ALL STREETS AND DRIVEWAYS TO BE MAINTANED AT ALL TIMES. g, IF SIDEWALKS ARE DISTURBED AND HAVE TO BE REPLACED, HANDICAP RAMPS ARE TO BE INSTALLED. 7. THE CONTRACTOR SHALL CONFINE HIS ACTIVE WORK AREA TO NO MORE THAN ONE BLOCK AT A TIME 8. THE P BEFORE ITIS REOPENED EKED TO TRAFFIC, AND BEFORE THEWAY SHALL BE RESTORED To AT LEAST A �OCONTRACTOR SURFACECK MOVES ON TO THE NEXT CONSTRUCTION ZONE. 9. DUST CONTROL MEASURES SHAT BE IMPLEMENTED ON Al UNPAVED SURFACES UNTIL PAVED. 10. WHERE CONSTRUCTION PHASING IS NOT SHOWN ON PLANS, OR IF CONTRACTOR WANTS TO ALTER THE PHASING SHOWN, CONTRACTOR IS TO SUBMIT PHASING PLAN WITH A PROPOSED CONSTRUCTION SCHEDULE TO TRAFFIC ENGINEERING PRIOR TO CONSTRUCTION 11 CONTRACTOR SHALL NOnFY 1PBEACH 2H MNIMUUMOF 5 R G DAY3RIIOR TO IMPLEMENTATIONOF TMO.T. 12. TRAFFIC VEHICLE LOOPS BDPROPER AMAGED. ENATION WITHIN 36 HOURS OFBEING DESMOYEDOR ONTACT PAT AT 247—S826 A 48 HOURS PRIOR TO WORKINGRGE EA HARRIS AT 247-5826 OR NR A SIGNALIZED INTERSECTION. MINIMUM OF PROPOSED U/G CAN FACIUTTES ON SEMINOLE RD. NI/AA: 850 SEMINOLE RD — CITY COUNTY: DUVAL STATE: FLORIDA SHEET NO.: 3 OF 4 DATE: 03/09/2018 gyp; N/A DRAFTED BY: COMCAST ,50 SEMINOLE RD CITY PERMIT PLAN VIEW 0 20' 40' R/W u- 0 ' —12'— ' —z4-- I —60— R/W aft COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 PROPOSED CATV FACII PROPOSED COMCAST U/G FACILITIES PROJECT START PROPOSED COMCAST U/G FACILITIES TIE INTO /� a EXISTING U/G COMCAST�- FACILITIES R/'W m E/P C/L E/P E/P J JCTI C/L ---_-- _ N E/P 0 S W R/W —r —r 0 S W 101 n Di z � R/W 0 C) N Di PROJECT FINISH R r*1 N m PROPOSED COMCAST Cal o = U/G FACILITIES TIE INTO '0 m ® ® ® EXISTING U/G COMCAST EXISTING COMCAST FACILITIES U/G FACILITIES �< NU'- w 6 s 0 c ➢ '" m —12'— N —24'— mU! C� —36'— -um I —48'- -60'— R/W CITY OF ATLANTIC BEACH, FL RIGHT-OF-WAY PERMIT 850 SEMINOLE RD — CITY SUBJECT: COUNTY: DUVAL PROPOSED U/G CAN STATE: FLORIDA FACIL111ES ON SEMINOLE RD. SHEET NO.: 4 OF 4 DATE: 03/09/2018 NiA1 MAP: N/A DRAFTED BY: COMCAST