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2400 SEMINOLE RD - ROW DRAWINGS)0 SEMINOLE CITY PERMIT MOT NOTES TRAFFIC CONTROL SHALL COMPLY WITH FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND FDOT DESIGN STANDARD #NO. 600. AL COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 RIGHT PUBLIC WORKS { ✓APPROVED PROJECT TOTALS { } DENIED PROP. BURIED CATV: 309' { } NOT APPLICABLE TO DEPT ---- PROP. OH CATV: 0' TOTAL PROP. CATV: 309' (0.06MI.) 2400 SEMINOLE RD FLPROPOSED SUBJECT: uc CATV FACILITIES ON SEMINOLE RD. COUNTY: �1 ATLAN STATE: SHEET NO.: 1 9DATE: 0�Y I ® P E RM T cIFA: MAP: DRAFTED BY: 'CATED BY ON, TO RTES. EDGE OF EDGE OF CITY OF ATLANTIC BEACH U ALL G NOTES ATLANTIC POSED CONSTRUCTION SAFETY CODES, H SPECIFICATIONSWIALSL WEEL� AS ANLL HE TRUE NOF ALL ESC T. BEACHRRIGHT pCATV AYWILL BE WITHIN THE CITY OF ATLANTIC ALL -HE EDGE OF PROPOSED MINIMUM OF 24- DEEP .G OUNDCATV T B HES 36B BU IED A RIORAONS TO CTION. CONSTRUCT UTILITIES INyOLVED WILL BE MADE 3 36" DEEP LOCATES UN ERGR UILL BE ND AREASREQUIRED S ALL PROPOSED CONSTRUCTION. AT LEAST 48 HRS. PRIOR TO ALL PROPOSED UNDERGROUND CATV ROAD CITY APPROVED DIRECTIONAL BORE MACHINE, CITY APPROVED CONDUIT. BO USE AS WWILL ELL ALL PROPOSEDAs MINIMUM CATV DIRECTIONAL OF 5' BEypHD THE BORES WILL EDGE OF p EXTEND q ALL PROPOSED CAN H PAVEMENT. MINIMUM OF AY BORES 2' A BEYOD T EDGE WILL EXTEND OF PAVEMENT. CASE 1 MAT LEGEND R POLE _ 'MER ;POLE BORE SWALE/DITCH GUARD RAIL FENCE LINE PROPOSED OVERHEAD CATV PROPOSED BURIED CATV _ - EXISTING OVERHEAD CATV EXISTING BURIED CATV - - OVERHEAD ELECTRIC BURIED ELECTRIC .-._' "-'-• GAS OVERHEAD TELEPHONE BURIED TELEPHONE SANITARY SEWER JCE - STORM SEWER ------ -___ �~ WATER CENTERLINE EDGE OF PAVEMENT �..�. BACK OF CURB RIGHT OF WAY 'Y YY ANr-r-j C RIGHT -O -m-- SEAC' L �1 y � E P RM�j ""POSED 2" HDPE CONDUIT TYPICAL DRIVEIVA PUBLIC W DIRECTIONAL Y { bAPPRovEO N.T.S. BORE { } NO IVIED T APPLICMLI UG CATV ON SEMINOLE RD. _24=MINE miL': TvET�ivO . TV�� CITY PERMIT M.OJ. 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. 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 APERIOD OF MORE THAN 60 MINUTES 4% COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 3221 Shoulder Work Shoulder Work With Minor Encroachment (2'-15' From the Edge of Pavement) (Within 2' of the Edge of Pavement) ntaining two-way traffic in two travel ]ones) d 9 T. CASE 1 M.O.T. Lane Closure on a Two—Lane Road (Two Flogger Operation) 0 alM 0 0� V 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 ® I I (Maintaining Two—Way Traffic) M11 JIMUM 11' WIDTH FOR EACH TEMPORARY �\ LANE. IF 11' CANNOT BE MAINTAINED, A CASE 3 MOT MUST BE USED. CASE 4 M.O.T. i4. ALL ROAD CROSSINGS SHALL BE DONE IN ONE DAY. CROSS STREETS ARE TO BE RESTORED TO TWO LANES OF TRAFFIC I DURING NON—WORKING HOURS. CASE 5 M.O.T. a iii �I �e V PUBLIC WORDS �} APPROVED } DENIED j NOT APPLICABLE TO DE BEACH, Fli CITY I ATLANTIC RIGHIT-OF it a ChanneR.I g D.W.— U_ nagger Sy.w A Pptobla Sign Support I� brow Display URBAN Oow aPeed) High Wel Ybming DSNae ® Work A— © Warning Sign SIGN SPACING ROAD TYPE TAPER LENGTH (L) - DISTANCE BETWEEN SIGNS" AT LEAST L SHIFTING TAPER AT LEAST 0.5L B C URBAN Oow aPeed) 100 FT. MAXIMUM 10D .100 URBAN (high speed) EA 350 350 RURAL 500Expn ay/Freeway 1.600 2.610 i 45mph w high spwd •'SPEED CATEGORY TO BE DETERMINED BY HIGHWAY AGENCY DISTANCES ARE SHOWN M FEET. THE COLUMN HEADING A B, AND C ARE THE DIMENSIONS SHOWN ))IN FIGURES SH -1 THROUGH SH -46 OF THE MANUAL OF UNIFORM TRAFFIC. CONTROL DEMCES FIRST AGNpTHETB DIMENSION 6 THEA DIMENSION IS DISTANCE BETWEEN 7HE FIRSF AND SECO� SIGNS. E FROM THE TRANSITION OR OF TiE C OIMENSIONH 70 EIS E Or THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS. (TF£ THIRD 9ON g THE FIRST ONE IN THE THREE—SIR! SERIES ENCOUNTERED BY A DRIVER APPROACHING A TEMPORARY TRAFFIC CONTROL ZONE). NOTE: LONGTR FI UDINM. DIMENSIONS ARE TO BE ADJUSTED TO FIT CONDITIONS. SEE FORT INDEX No. 600 TAPFR LENGTH CRITERIA TYPE OF TAPER TAPER LENGTH (L) - MERGING TAPER 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 UMTS OF 40 MPH OR LESS L_WS2 50 WHERE: L - TAPER LENGTH IN FEET W - WIDTH OF OFFSET IN FEET S POSTED SPEED LIMIT FOR SPEED UMTS 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 CITY 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 ACTMTY. THE CONTRACTOR IS REQUIRED TO REPLACE THEM IN ACCORDANCE WITH CURRENT CIT/ STANDARD SPECIFICATIONS IMMEDIATELY. 4. THIRTY FOOT RADII ARE REQUIRED AT ALL INTERSECTIONS .WHERE THE ROADWAY 6 REBUILT. 5. ACCESSTO ALL STREETS AND DRIVEWAYS TO BE MAINTAINED 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. a. THE ROADWAY SHALL BE RESTORED TO AT LEAST A LIMEROCK SURFACE BEFORE IT IS. REOPENED TO TRAFFIC, AND BEFORE THE CONTRACTOR MOVES ON TO THE NEM CONSTRUCTION ZONE. 9. DUST CONTROL MEASURES SHALL BE IMPLEMENTED ON ALL 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 1/. CONTRACTOR SHALL NOTIFY ATLANTIC BEACH CITY HALL (247-5400) A MINIMUM OF 5 WORKING DAYS PRIOR TO IMPLEMENTATION OF THE M.O.T. .12. TRAFFIC SIGNAL VEHICLE LOOPS SHALL BE RESTORED TO PROPER OPERATION WITHIN 36 HOURS OF BEING DESTROYED OR 'DAMAGED. CONTACT .PAT HARRIS AT 247-5826 OR GEORGE WORLEY AT 247-5826 A MINIMUM OF I 48 HOURS PRIOR TO WORKING NEAR A SIGNALIZED INTERSECTION. 2400 SEMINOLE RD SUBJECT: PROPOSED UG CATV FACILITIES ON SEMINOLE RD. .SHEET COUNTY: DUVAL STATE: FLORIDA NO.: 3 OF 5 DATE: 08/10/2017 CIFA: MAP: — DRAFTED BY: RLH [00 SEMIN LE R CITY PERMIT PLAN VIEW 0 25' 50' 2400 a/ Q W Ww W� o 0. 16 w PROJECT STARTw PROPOSED UG \ \ \ + a PROJECT END PROPOSED UG Z PROPOSED UG CATV FACILITIES a CATV FACILITIES TIE TO EXISTING a W CATV CATV FACILTfIES TIE TO EXISTING 3 a CATV FACILITIES ' °� I O CATV FACILITIES -----� --- R/W ------------------- 30. )DA�V -- ---- HEAVILY WOODED/LANDSCAPED THROUGHOUT ZI. I ® g I^za n 27T ----------------- ----- ---------- a? 38--I I I E/P E/P -----�---- �----- —C/L C/L --------------------------� -- -- i E/P E/P _ _ I �- R/W SEMINOLE RD Z I �H w PUBLIC WORKS a w w v w w a w {/ APPROVED w { } DENIED { } NOT APPLICABLE TO DEPT 2400 SEMINOLE RD SUBJECT: COUNTY: DUVAL 1 p �\TIBhACjLjLg FL PROPosED uc cAry STATE: FLORIDA J CITY OF T L[�11FACILITIES ON SEMINOLE RD. SHEET NO.: 4 OF 5 C OI V I C r1 SI DATE: .08/10/2017 PROPRIETARY AND CONFIDENTIAL RIGHLIT-OF-WAY I T CIFA: DRA5934 Richard St 1:DRAFTED BY: RLH Jacksonville, FL 32216 SEMIN OLE RD 2 4 0 0 MIT CITY PER csS SECTION CROSS SECTION FROM TAG "A„ or N.T.S. a 14 60' 30 40, 30' 10' 10' 0 10' — — 0— -_ � _� I I_I � I—� I I I—� I I—I � I,; I � I _� ► I_► � �- 7-1 I --- —46".— 1 24'—' I —60 36»— I —721-- -48" 72-48" 72"— I PROPOSED UG CATV FACILITIES PUBLIC WORKS {/,APPROVED }DENIED NOT APPLICABLE TO DI { } 2z suBjECT. COUNTY: PROPOSED UG CATV STATE: p FACILITIES ON SEMINOLE RD. SHEET I LE [, C ' DATE: l CIFA: MAP.,-DRAFTECITYATLANTICT IG T 0 W -L -v-T--1 AV E,1�ICOMCAST__�_ 2400 SEMINOLE RD CITY PERMIT POATPT? MOT NOTES TRAFFIC CONTROL SHALL COMPLY WITH FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND FDOT DESIGN STANDARD #NO. 600. COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 SITE MAP SCALE: NOME CITY OF ATLANTIC BEACH, FL RIGHT-OF-WAY PERMIT PROJECT TOTALS PROP. BURIED CATV: 309' PROP. OH CAN: 0' TOTAL PROP. CATV: 309' (0.06MI.) 2400 SEMINOLE RD SUBJECT: COUNTY: DUVAL PROPOSED UG CATV STATE: FLORIDA FACILITIES ON SEMINOLE RD. SHEET NO.: 1 OF 5 DATE: 08/10/2017 CIFA: MAP: — DRAFTED BY: RLH CITY PERMIT t COMCAST PROPRIETARY AND OONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 ALL UTILITIES LOCATED BY VISUAL INSPECTION, TO VERIFIEC BY LOCATES. EOT REP RESENTS EDGE OF TRAVEL 140T TRUE EDGE OF PAVEMENT. JOINT USE TRANSFORMER POLE E/P REPF ESENTS THE TRUE EDGE OF PAVEMENT. EOD REPRESENTS THE EDGE OF DIRT. ® HAND DI TRENCHES 36" DEEP ACROSS DIRT ROAD. 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 CATV 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. PUBLIC UTILITIES { /)APPROVED { } DENIED { } NOT APPLICABLE TO DEPT STORM DRAIN CITY OF ATLANTIC BH EAC, FL RIGHT-OF-WAY PERMIT HDPE CONDUIT TYPICAL DRIVEWAY DIRECTIONAL BORE N.T.S. 2400 SEMINOLE RD SUBJECT. COUNTY: DUVAL PROPOSED UG CATV STATE: FLORIDA FACILITIES ON SEMINOLE RD. SHEET NO.: 2 OF 5 DATE: 08/t0/2017 CIFA: MAP: — DRAFTED BY: RLH USE CASE 1 M.O.T. LEGEND POWER POLE ki 3 BORE X ® POWER TRANSFORMER POLE — - — - — - — - — - — - — SWALE/DITCH ® JOINT USE TRANSFORMER POLE GUARD RAIL Q PHONE POLE FENCE LINE 0 CAN POLE PROPOSED OVERHEAD CAN ® STEEL POLE — — — — — — — PROPOSED BURIED CAN © CONCRETE POLE EXISTING OVERHEAD CAN (g JOINT USE POLE — — — — — — — EXISTING BURIED CATV ® RISER - - - -----_—_—_—_- OVERHEAD ELECTRIC ANCHOR —•—•—•—•—•—•— •—•— BURIED ELECTRIC' II OVERHEAD GUY —`—`—`—`—`—°—`—`— GAS QV CATV FIBER VAULT ~~~~—•~—•~~- OVERHEAD TELEPHONE ® TRAFFIC SIGNAL VAULT —•~~—•~~~~~- BURIED TELEPHONE ® TRAFFIC SIGNAL POLE SANITARY SEWER ® TRAFFIC SIGNAL BOX STORM SEWER O► CROSS SECTION REFERENCE — '—'—'-- WATER ------------- CENTERLINE ?? AERIAL FOOTAGE EDGE OF PAVEMENT ??? U/G FOOTAGE BACK OF CURB / REFERNCE POINT 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 CATV 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. PUBLIC UTILITIES { /)APPROVED { } DENIED { } NOT APPLICABLE TO DEPT STORM DRAIN CITY OF ATLANTIC BH EAC, FL RIGHT-OF-WAY PERMIT HDPE CONDUIT TYPICAL DRIVEWAY DIRECTIONAL BORE N.T.S. 2400 SEMINOLE RD SUBJECT. COUNTY: DUVAL PROPOSED UG CATV STATE: FLORIDA FACILITIES ON SEMINOLE RD. SHEET NO.: 2 OF 5 DATE: 08/t0/2017 CIFA: MAP: — DRAFTED BY: RLH 2400 SEMINOLE RD CITY PERMIT M.O.T. CASES (MC MID -BLOCK SIDEWALK CLOSURE Shoulder Work (2'-15' From the Edge of Pavement) Shoulder Work With Minor Encroachment (Within 2' of the Edge of Pavement) Lane Closure on a Two—Lane Road ntaining two—way traffic in two travel lanes) (Two Flogger Operation) d f CASE 1 M.O.T. a �O CASE 2 M . O . T.-� CASE 3 M.O.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 1 (Maintaining Two—Way Traffic) d 0 _ w ALL ROAD CROSSINGS SHALL BE DONE IN p ONE DAY. CROSS STREETS ARE TO BE V RESTORED TO TWO LANES OF TRAFFIC 4 DURING NON—WORKING HOURS. euro e, ws MINIMUM 11' WIDTH FOR. EACH TEMPORARY CAS E 5 M. 0. T. LANE. IF 11' CANNOT BE MAINTAINED, A ee CASE 3 MOT MUST BE USED. U I GENERAL NOTES 1. ONLY THE SIGNS CONTROLLING PEDESTRIAN FLOWS ARE -SHOWN. CAS E 4 M . O.T. OTHER WORK ZONE SIGNS WILL BE NEEDED TO CONTROLTRAFFICON 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 A COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 �j Iii 1Ie r/llGo 0 PUBLIC UTILITIES 1/)APPROVED { DENIED { } NOT APPLICABLE TO DEPT CITY OF ATLANTIC BEACH, FL RIGHT- -OF-WAY PERMIT LEGEND o Channol ing .Device. IT— Flogger Symbol W Portable Sign Support g Arrow OIWWy URBAN (IoW speed) Hlgh Lew, Waming Davlcs ® Work A- rae© 4> blaming Sign CIr'M CDArihlr_ ROAD TWE TAPER LENGTH (L) - DISTANCE BETWEEN SIGNS' AT LEAST L SHIFTING TAPER A g C URBAN (IoW speed) 100 100 100 URBAN (high epeed) 350 350 350 RURAL 500 500 500 ExPreesway/FroeWay 1.000 1.500 2.640 - 2 45mph - high •Pwd • SPEED CATEW TD BE DEIERMNED. BY HIGHWAY AGENCY DISTANCES IRE SXOWN RM FEET, 7HE COLUMN HFADNIG A & AND C ARE THE DIMENSIONS SHOWN M FIGURES BH -1 7HROUCX BH -46 OF THE MWUAL OF UNFORM TRAFFIC CONTROL DEMCES (NUR» THE A dNENMON 6 THE DISTANCE -11. THE TRANSRgN OR POINT OF RESTt0IC TO THE FIRST SIGN. E "'=N 6 THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCEBETWEEN THE SECOND AND THIRD SIGNS. (TETE THIRD SIGN 6 THE FIRST ONE IN THE THREE—SIGN SERIES. ENCWNTMED r A DRNER APPROACHING A TEMPORARY 7RAFFIO CONTROL ZONA NOTE LONGITUDINAL DIMENSIONS ME TO: BE ADJUSTED TO FIT FffLD CONDRgNS. SFE FOCT.INDEX No 000 TAPF717 I CAIrTU r- ­A TYPE OF TAPER TAPER LENGTH (L) - MERGING TAPER 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 R PER MANE FOR SPEED UNITS OF 40 MPH OR LESS FOR SPEED LIMITS OF 45 MPH OR GREATER L—WSZ L_WS 60 WHERE: L -TAPER LENGTH IN FEET W MOTH OF OFFSET IN FEET S POSTED SPEW LIMIT MAINTENANCE OF TRAFFIC REQUIREMENTS 1 BE ANY TOTIONS OF THE CITYTHIS OF ATLANTICANCE OF BEACH. TRAFnCC 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 O HIS ACTIVITY, THE CONTRACTOR IS REQUIRED TO REPLACE THEM IN ACCORDANCE WITH CURRENT CITY STANDARD SPECIFICATIONS IMMEDIATELY. 4. THIRTY FOOT. RADII ARE REQUIRED AT ALL INTERSECTIONS WHERE THE ROADWAY IS REBUILT. S- ACCESS TO ALL STREETS AND DRIVEWAYS To BE MAINTAINED AT ALL TIMES. S. IF SIDEWALKS ARE DISTURBED AND HAVE TO BE REPLACED, HANDICAP RAMPS ARE O BE INSTALLED. 7. THE CONTRACTOR SHALL CONFINE HIS ACTIVE WORK AREA TO NO MORE THAN ONE BLOCK AT A TIME. S. THE ROADWAY SHALL BE RESTORED TO AT LEAST A LIMEROCK SURFACE BEFORE R IS. REOPENED TO TRAFFIC, AND BEFORE THE CONTRACTOR MOVES ON TO THE .NEXT CONSTRUCTION ZONE. 9. DUST CONTROL MEASURES SHALL BE IMPLEMENTED ON ALL 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 O TRAFFIC ENGINEERING PRIOR TO CONSTRUCTION 11. CONTRACTOR SHALL NOTIFY ATLANTIC BEACH CIN HALL (247-5400) A MINIMUM. OF 5 WORKING DAYS PRIOR TO IMPLEMENTATION OF TME M.O.T. 12. TRAFFIC SIGNAL VEHICLE LOOPS SHALL BE RESTORED O PROPER OPERATION WITHIN 36 HOURS OF BEING DESTROYED OR DAMAGED. CONTACT PAT .HARRIS AT 247-5826 OR GEORGE WORLEY AT -247-5826A MINIMUM OF 481 HOURS PRIOR TO WORKING NEAR A SIGNALIZED INTERSECTION. 2400 SEMINOLE RD COUNTY: DUVAL LIG CATV STATE: FLORIDA ON SEMINOLE RD. SHEET NO.: 3 OF 5 DATE: 08/10/2017 MAP- — BY: 2400 SEMINOLE RID— CITY PERMIT o£=— PLAN VIEW 0 25' 50' 2400 Q W Ww W� G4 w o PROJECT START PROPOSED UG W W Zig W PROJECT ENDo cz PROPOSED UG PROPOSED UG a oJ CATV FACILITIES a z W V) CATV FACILITIES V' X TIE TO EXISTING "' CATV FACILITIES o w 3 o a TIE TO EXISTING m w CATV FACILITIES 5Z 3 x o w a 1 ^^�`+ CATV FACILITIES 1- O WR/W ---------------------- ---------- ----- -------- R/W 30' HEAVILY WOODED/LANDSCAPED THROUGHOUT 2W c� �'27T D� 8 G--24' 1 E/P �------------------� -------------� - ,�'— , E/P ^ C/L --------------- ---------------•O-- -----�---- �------E/P C/L E/P 1 R/W ----------------------------------- - R/W SEMINOLE RD '• I Z I ,Q �w a w www waw w PUBLIC UTILITIES )APPROVED W { ) DENIED O { } NOT APPLICABLE TO DEPT 2400 SEMINOLE RD AL CITY ATLANTIC E FL SUBJECT. PROPOSED UG CATV COUNTY: DUVAL STATE: FLORIDA /� c FACILITIES ON SEMINOLE RD.COMCASTSHEET NO.: 4 OF 5 PROPRIETARY AND CONFIDENTIAL Richard St I PERMIT DATE: 08/10/2017 CIFA: _ Jack Jacksonville, FL 3221.6 DRAFTED BY: RLH 2400 SEMINOLE R CITY PERMIT CROSS SECTION CROSS SECTION FROM TAG ,,A„ N.T.S. � a 60 W I 30' 30' I 10' 10' 10' 40' t —0- II LII I) II. II — ---------- I III. LI III 0 V1 12 I,III, -24" I hI I I -III -III -� - III_ I I I- I I III -I I L 7' —24= —36" —361-- 36"--48" -48t I I -48"— �j —60" —60 —72" I I —72"— PROPOSED UG CATV FACILITIES PUBLIC UTILITIES l�} APPROVED } DENIED } NOT APPLICABLE TO DEPT 2400 SEMINOLE RD - CITY OF 1 !J ATLAN T C E C L SUBJECT: PROPOSED CATV FACILITIES. ONN SEMINOLE RD. COUNTY: DUVAL STATE: FLORIDA SHEET NO.: 5 OF 5 C OI � � � � 9 Y 1 PROPRIETARY AND CONFIDENTIAL Richard St RIGIIIIIIT-OF-WAY E T5934 DATE: 08/10/2017 CIFA: MAP: — IDRAFTED BY: RLH Jacksonville, FL 32216