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298 AQUATIC DR - ROW DRAWINGSVICINITY MAP SCALE: NONE 4tfiISS'Wt1fIs Fargotl eta4i$ 1 Atlantic BlvdA�1� Tr B� c� (ED AtImfic 131 t. Atlantit 81yo e AUG 2 9 2017 �vl o � ri � �� n whataburget ft ITE MAP SCALE: NONE PkirsoosSeafobd O�tIJ11 CIIlltjt _ 4 ix �>bfl,ecw LV ays iAn r4epttjfio,, PUBLIC WORKS PROJECT TOTALS { / APPROVED MOT NOTES V { } DENIED PROP. BURIED CATV: 859' TRAFFIC CONTROL SHALL COMPLY WITH FEDERAL MANUA NOT APPLICABLE TO DEPT PROP. off CATV: 0' ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND _ F.D.O.T. DESIGN STANDARD #NO. 600. ° TOTAL PROP. CATV: 859' (0.17ML) s CITY OF ATLANTIC3 E C FL sueJECT:COUNTY: PROPOSED u/c CATV 298 AQUATIC DR DUVALCOMCAST STATE: PROPRIETARY AND CONFlDENTIAL FACILITIES ON AQUATIC DR. FLORIDA Jack R cherd st Jacksonville, FL 32216 g I I _� OF M SHEET NO.: 1 OF 6' DATE:3�0016 �L N/A:MAP: N/A BE060 DRAFTED BY: J COMPTON 2 J8 AQUATIC DR. CITY PERMIT NOTES & TYPICALS (V AT7 AATTTI-1 DLMAr+TT .TT /— — ALL PROPOSED CONSTRUCTION WILL BE PER CITY OF ATLANTIC BEACH SPECIFICATIONS AS WELL AS ALL NESC SAFETY CODES. ALL PROPOSED CATV WILL BE WITHIN THE CIN 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 CATV 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. t COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 USE CASE 1 M.O.T. LEGEND AQUATIC DR X POWER POLE DUVAL ATE: 0 POWER TRANSFORMER POLE ------------- BORE' , SWALE/DITCH 0 JOINT USE TRANSFORMER POLE 0 PHONE 11/23/2016 GUARD RAIL BE060 POLE 0 CATV POLE J COMPTON FENCE LINE OS STEEL POLE - PROPOSED OVERHEAD CATV © CONCRETE POLE - - - - -. _ = PROPOSED BURIED CATV JOINT USE POLE - EXISTING OVERHEAD CATV OR RISER - - - - - - -EXISTING BURIED CAN -�Q ANCHOR ---•--- OVERHEAD ELECTRIC OVERHEAD GUY •-•-•- -°- - BURIED -ELECTRIC Q CAN FIBER VAULT - - - GAS OVERHEAD TELEPHONE -- ® TRAFFIC SIGNAL VAULT -•-•-•--------- -.-.- BURIEDTELEPHONE ® TRAFFIC SIGNAL POLE TRAFFIC SANITARY SEWER SIGNAL BOX STORM' SEWER O► CROSS SECTION REFERENCE '-•- - WATER' '-•-•- ???'AERIAL FOOTAGE - - - - - - - - - - - - - CENTERLINE ???'U/G FOOTAGE EDGE OF PAVEMENT / REFERNCE POINT BACK OF CURB MM STORM DRAIN ---'� -•---- --'-- RIGHT OF WAY CITY OF ATLANTIC RIGHT-OF-WAYPERMIT FL rRvrvJtU L HDPE CONDUIT TYPICAL DRIVEWAY DIRECTIONAL BORE N.T.S. PUBLIC WORKS { }APPROVED { } DENIED { } NOT APPLICABLE TO DEPT 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. PROPOSED U/G CAN FACILITIES ON AQUATIC DR. 298 AQUATIC DR AUNTY: DUVAL ATE: FLORIDA ZET NO.: 2 OF 6 TE: 11/23/2016 P: BE060 AFTED BY: J COMPTON CITY PERMIT M.O.T. CASES r 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 TOA 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 Alk COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 Shoulder Work (2'-15' From the Edge of Pavement) taining two-way traffic in two travel lanes) M�m d L 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) �® _4�>V 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 I 4 (Maintaining Two—Way Traffic) 4� 0 8 � •wa MINIUM 11' WIDTH FOR EACH TEMPORARY LANE IFCANNOT BE MAINTAINED, A I V CASE 3 MOT MUST BE USED.. CASE 4 M.O.T. 3� w ALL ROAD CROSSINGS SHALL BE DONE IN ONE DAY. CROSS STREETS ARE TO BE RESTORED TO TWO LANES OF TRAFFIC I Q DURING NON -WORKING HOURS. CASE 5 M. 0. T. � d ®. -4 -PUBLIC WORKS { 4APPROVED { } DENIED { ? NOT APPLICABLE TO DEI CITY OF ATLANTIC BEACH, FL RIGHT-OF-WAY PERMIT SIGN SPAr:ING ROAD TWE LEGEND DISTANCE BETWEEN SIGNS -- Ch.nn.Rzin9 DM.. 0"" Fl.ggar5ymbol R Port.bl. Sign Support ® Arron DI.pWy 100 High L. of Woming D.ac. ® W.rk Ano © Woming Sign SIGN SPAr:ING ROAD TWE TAPER LENGTH (L)' DISTANCE BETWEEN SIGNS -- AT LEAST L SHIFTING TAPER A 9 C URBAN (low .Asad) 100 100 100 URBAN (high .p.W) 3550 750 350 RURAL 500 500 500 Expro AwW/Frwnoy 1,000 1,608 2.640 2 45mph - high .p.W • SPEW CATEGORY TO BE DETERMINED BY HIGHWAY AGENCY r DISTANCES ARE SHOWN IN FEET. THE COLUMN HEADING A B. AND C ARE THE DIMENSIONS SHOWN N FIWRES 8X-1 THROUGH 8N-48 OF THE MANUAL FD OF UMRM TRAFFIC CONTROLDEVICESTHE A DINENSRN IS TYiE dSMNCE FROM THE TRANSMON OR POINT OF RESTRICTION TO THE FIRST 6N. THE B DIMENSION 6 7HE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION 15 THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS. OHE THIRD SIGN IS THE FIRST ONE IN THE 1HREE-SIGN SERIES ENCOUNTERED BY A DRIER APPROACHING A TEMPORARY TRAFFIC CONTROL ZONE), HIRE: LONGITUDINAL DIMENSIONS ARE TO BE ADJUSTED TO FIT FIELD CONDITIONS. SEE FOOT IN1DT No. GOD TAPER LENGTH CRITERIA TWE OF TAPER - TAPER LENGTH (L)' MERGING TAPER AT LEAST L SHIFTING TAPER AT LEAST O.IR_ - 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 SPEW UMTS OF 40 MPH OR LESS FOR SPEED UNITS OF 45 MPH OR GREATER L—WE2 LAWS 60 WHERE L TAPER LENGTH IN FEET W WIDTH OF OFFSET IN FEET S POSTED SPEW LIMB MAINTENANCE OF TRAFFIC REQUIREMENTS 1, ANY MODIFICATIONS OF THIS MAINTENANCE OF TRAFFIC. PLAN SHALL BE SUBMITTED TO THE CRY 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 CITY 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 MAINTAINED AT ALL TIMES. S. 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. 6. 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 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 TO TRAFFIC ENGINEERING PRIOR TO CONSTRUCTION 11. CONTRACTOR SHALL NOTIFY ATLANTIC BEACH CRY 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 45 HOURS PRIOR TO WORKING NEAR A .SIGNALIZED INTERSECTION. 298 AQUATIC DR SUBJECT: COUNTY: DUVAL PROPOSED 'U/G CAN STATE: FLORIDA FACILITIES ON AQUATIC DR. SHEET NO.: 3 OF 6 DATE: 11/23/2016 NTA` MAP: BE060 DRAFTED BY: J COMPTON 298 AQUATIC DR. CITY PERMIT PLAN VIEW 0 25' 50' Z o 0 w w z W -� ASIC D Q Ld Z Lw C/LB/C _ SON v Cs EN � O z, n PROPOSED U/G �0 00 CATV FACILITIES m Dp G F�y n EN `� m v PUBLIC WORKS PROJECT START- TART z { /APPROVED PROPOSED PROPOSED U/G CATV FACILITIES '{ � { } DENIED TIE INTO EXISTING CATV FACILITIES {} NOT APPLICABLE TO DEPT 298 AQUATIC DR CITYF ATLANTIC AC L SUBJECT. PROPOSED nlU/G CATV COUNTY: DUVAL FLORIDA COM AST DR. SHEET NO.: 4 OF 6 PROPRIETARY AND CONFIDENTIAL 5934 Richard St RIGHT - ® - WAY ERMIT DATE: 11/23/2016 MAP: BE060 N/A: DRAFTED BY: J COMPTON Jacksonville, FL 32216 298 AQUATIC DR. CITY PERMIT SEE. MATCHLINE A—A ON SHEET # 4 A A 1 PLAN VIEW ♦! ii SIR0 0 25 50' ►1 PROPOSED U/G CAN FACILITIES PROPOSED U/G CONSTRUCTION 'D/W BORE FENCE � � WPROPOSED PROJECT .FINISH U/G CATV FACILITIES n 0 a �N I I l TIE INTO EXISTING n to tz e A tb C\] \ CATV FACILITIES � m o �o v_ I k V1 COMMERICAL ENTRANCE _ __41t = -----=----=- —_-326'R/w u SIDEWALK R/1P 5 SIDEWALK I 5 SIDEWALK " N B/C ��� f 4- • , B/C B/C MEDIAN - + B/C ll B/C MEDIAN gN MEDIAN N-1 � � B/C y N - B/C B/C SIDEWALK 17��5 SIDEWALK `" a IDEWALK R/1YCOMMERICAL — — — — — — — — — I — COMMERICAL ENTRANCE ENTRANCE 1 1 PUBLIC WORKS f APPROVED r n r { } DENIED C ( } NOT APPLICABLE TO DEPT d 298 AQUATIC DR CITY ®F T �y g TT /`I \T IC 1J1 �1l�sJ /` Q y FL SUBJECT. PROPosED u/c cATTI FACILITIES ON AQUATIC DR. COUNTY: DUVAL STATE: FLORIDA SHEET NO.: 5 OF 6 /�cT OM� S 11 (1 /'� PROPRIETARY AND CONFIDENTIAL R II-IT—OF—WAY PEI--1?.MIT DATE: 11/23/2016 NSA: MAP: BE060 DRAFTED BY: J COMPTON 5934 Richard St Jacksonville, FL 32216 298 AQUATIC DR. CITY PERMIT CROSS SECTIONS COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 I CROSS SFCTTI(1N SROM TAG "A" N.T.S. R/W I R/W 64' 32' 32' 6' 24' 2 -0- 1 1 1 I _-1 —0— GAS —12"— .. -24"- I I -12"- PROPOSED U/G -24"- CATV FACILITIES 1 —36"- -48"— 5� —48"- -60"— QL _50"_ R/W R/W CHUS SECTION FROM TAC N.T.S. R/W R/W OP' 60' I 15' 34' 14 EWALK g' 2' —0— 1 _ —12"= —24"— 1 —36"- 1 I —48"- -60"- R/W 48' 26' 1 1' SIDEWALK --MEDIAN 2' 3'_T5''3' PROPOSED U/G _ I _ _0_ CATV FACILITIES i I I'' I I —12" — I.I•. _ _ . — I —24"- 5' —36"- 1 —48"- -60"— R/W Cl'i-'-'T- OF ATLANTIC b ®' FL R I GI -TIT -OF WAY PERMIT PUBLIC WORKS { }( APPROVED { } DENIED { } NOT APPLICABLE TO DEPT 298 AQUATIC DR CT: COUNTY: DUVAL )SED U/G CATV STATE: FLORIDA TIES ON AQUATIC DR. SHEET NO.: 6 OF 6 DATE: 11/23/2016 MAP: BE060 DRAFTED BY: J COMPTON 298 AQUATIC DR. CITY PERMIT COVER VICINITY MAP SCALE: NONE. PUBLIC UTILITIES ` ; a� TOTALS 1 -- lc:hes R€ cling Center d, 4APPROVED } DENIED AUG 2 9 2017 PROP. BURIED CATV: 859' MOT NOTES R yoi Pal"I Village { Wine Tapir Iypon C&C Fisheries ABS' F Saily, Beauty Supply Crathan 's tir#stt Pub & Restawant - Little w is Pizzit The UPS Stare COMCAST ®F ATLANTICAC' FL r COUNTY: DUVALsit STATE: FLORIDACTTY SHEET NO.: 1 OF 6 ,.M W"ei1 Ferro Batik „ rug S• , �'_e ; DATE: 11/23/2016 NIFA. M'4,P; BE060 DRAFTED BY: J COMPTON JOB SITE F k! 6t Reserve Ilion ki4 St raimc:' 290 )rag Aqui Avesta Sooside At:1:ir�ti . * ,,qtorag AtIap is Self Storage Pie T Crn t PUBLIC UTILITIES ` ; a� TOTALS 1 -- { { 4APPROVED } DENIED AUG 2 9 2017 PROP. BURIED CATV: 859' MOT NOTES R yoi Pal"I Village { Wine Tapir LA tt s ABS' F Saily, Beauty Supply Crathan 's tir#stt Pub & Restawant - Little w is Pizzit The UPS Stare COMCAST ®F ATLANTICAC' FL SUBJECT: FACuESoiU nrAQATIC DR. COUNTY: DUVALsit STATE: FLORIDACTTY SHEET NO.: 1 OF 6 ,.M W"ei1 Ferro Batik 1 Iii dict Pt9 r"0 t't DATE: PUBLIC UTILITIES ` ; PROJECT TOTALS -- { { 4APPROVED } DENIED AUG 2 9 2017 PROP. BURIED CATV: 859' MOT NOTES { } NOT APPLICABLE TO DEPT PROP. off CATV: o' TRAFFIC CONTROL SHALL COMPLY WITH FEDERAL MANUA ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND F.D.O.T. DESIGN STANDARD #NO. 600. - TOTAL PROP. CATV: 859' (o.»ML) 298 AQUATIC DR COMCAST ®F ATLANTICAC' FL SUBJECT: FACuESoiU nrAQATIC DR. COUNTY: DUVALsit STATE: FLORIDACTTY SHEET NO.: 1 OF 6 PROPRIETARY AND CONFIDENTIAL 5934 Richard St w Jacksoille, FL 322ts RUGHT-OF-WAY E RMT DATE: 11/23/2016 NIFA. M'4,P; BE060 DRAFTED BY: J COMPTON 298 AQUATIC DR CITY PERMIT WTES & TYPICAL, CITY OF ATLANTIC BEACH U G NOTES X POWER POLE ALL PROPOSED CONSTRUCTION WILL BE PER CITY OF TRANSFORMER POLE ATLANTIC BEACH SPECIFICATIONS AS WELL AS ALL NES ®POWER JOINT USE TRANSFORMER POLE SAFETY CODES. O PHONE POLE ALL PROPOSED CATV WILL BE WITHIN THE CITY OF ATLANTIC CAN POLE BEACH RIGHT-OF-WAY. QS STEEL POLE ALL PROPOSED UNDERGROUND CATV WILL BE BURIED © CONCRETE POLE MINIMUM OF 24" DEEP. EXCEPT BORES 36" DEEP. ® JOINT USE POLE NOTIFICATIONS TO ALL UTILITIES INVOLVED WILL BE MACE ® RISER PRIOR TO CONSTRUCTION. ANCHOR LOCATES WILL BE REQUIRED IN ALL PROPOSED II OVERHEAD GUY UNDERGROUND AREAS AT LEAST 48 HRS. PRIOR TO 0 CAN FIBER VAULT CONSTRUCTION. TRAFFIC SIGNAL VAULT ALL PROPOSED UNDERGROUND CATV ROAD BORES WILL USE CITY APPROVED DIRECTIONAL BORE MACHINE, AS WELL AS CITY APPROVED CONDUIT. a CROSS SECTION REFERENCE ALL PROPOSED CATV DIRECTIONAL BORES WILL EXTEND A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT. �'U/G FOOTAGE ALL PROPOSED CAN DRIVEWAY BORES WILL EXTEND A / REFERNCE POINT MINIMUM OF 2' BEYOND THE EDGE OF PAVEMENT. E STORM DRAIN COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 6 2' 2, PROPOSED2" PUBLIC UTILITIES HDPE CONDUIT { APPROVED { }DENIED { ) NOT APPLICABLE TO DEp;YP I CAL DRIVEWAY IRECTIONAL BORE USE CASE 1 M.O.T.N.T.S. LEGEND X POWER POLE - BORE TRANSFORMER POLE -------------' SWALE/DITCH ®POWER JOINT USE TRANSFORMER POLE GUARD RAIL O PHONE POLE a o 0 o p FENCE LINE CAN POLE PROPOSED OVERHEAD CATV QS STEEL POLE - - - - - - PROPOSED BURIED CATV © CONCRETE POLE EXISTING OVERHEAD CAN ® JOINT USE POLE - - - - - - - - EXISTING BURIED CATV ® RISER OVERHEAD ELECTRIC ANCHOR -•-•-•-•-•---•-•--- BURIED ELECTRIC II OVERHEAD GUY -°-°-°-°-°-°-- - GAS 0 CAN FIBER VAULT -•-•-• OVERHEAD TELEPHONE TRAFFIC SIGNAL VAULT -•-•-•-•-•-•-•-•-•-•- BURIED TELEPHONE ® TRAFFIC SIGNAL POLE SANITARY SEWER ® TRAFFIC SIGNAL BOX STORM SEWER a CROSS SECTION REFERENCE •-•-'-'-` '- WATER ???'AERIAL FOOTAGE CENTERLINE �'U/G FOOTAGE EDGE OF PAVEMENT / REFERNCE POINT BACK OF CURB E STORM DRAIN •• •• •'.••-••- RIGHT OF WAY CITY OF ATLANTIC BEACH, FL RIGHT-OF-WAY PERMIT 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. 298 AQUATIC DR SUBJECT: PROPOSED U/G CATV FACILITIES ON AQUATIC DR. COUNTY: DUVAL STATE: FLORIDA SHEET NO.: 2 OF 6 DATE: 11/23/2016 N/A MAP: BE060 DRAFTED BY: J COMPTON CITY PERMIT /� C C Shoulder Work M.O.T. CASES a of Pavement (2' -15' From the Ed Shoulder Work With Minor Encroachment Edge ) (Within 2' of the Edge .of Pavement) Lane Closure on a Two—Lane Road (Maintai ing two—way traffic in two travel lanes) (Two Flagger Operation) MID -BLOCK SIDEWALK CLOSURE GENERAL NOTES I. 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 AMINIMUM 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 TOA.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 Sh COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 I I a ChannenZing DeNw D- ♦`m W Portable Sign Support o®- I 8 High —1 Woming Devke .URBAN (high speed) CASE 1 M.O.T. 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 on Intersection (Work Area on the Through Road) Work in Travel Lane or a Minor Urban Street I (Maintaining Two—Way Traffic) ®® 8 I MINIMUM 11' WIDTH FOR EACH TEMPORARY CASE F 1 31MOT,MUSTNOT BE BE MAINTAINED, A —©^ CASE 4 M.O.T. es ALL ROAD CROSSINGS SHALL BE DONE IN ONE DAY. CROSS STREETS ARE TO BE RESTORED TO TWO LANES OF TRAFFIC I I DURING NON—WORKING HOURS. CASE 5 M.O.T. PUBLIC UTILITY { 4 APPROVED DENIED v { } NOT APPLICABLE TO I e•' Q. 1 CITY OF ATLANTIC BEACH, FL RIGHT-OF-WAYPERMIT SIGN SPACING ROAD TWE LG ND a ChannenZing DeNw D- dagger Symbol W Portable Sign Support F__1 Arrow Dieploy 100. High —1 Woming Devke .URBAN (high speed) Work Ano QWoming Sign SIGN SPACING ROAD TWE TAPER LENGTH. (L)+ - DISTANCE BETWEEN SIGNS- AT LEAST L SHIFTING TAPER -A B C .URBAN (low speed) IDD 100. 100 .URBAN (high speed) 350 350 350 RURAL 500 500- 500 Expre py/Freeway 1.000 1.500 2.640 45mph - high pd • SPEED CATEGORY TO BE DETERMINED BY .HIGHIAY AGENCY DISTANCES ARE SHOWN IN. FEET. THE COLUMN HEADING A S. AND C ARE THE DIMENSIONS SHOWII N FIWRES 6H-1 THROUGH 611-46 OF THE IAWUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MU1CD THE A DIMENSION IS THE.DISMNCE FROM THE 7RANSRIg4 OR POINT OF RESTRICTION TO THE Ffl15T SIGN. 7 .8 DIMENSION B THE DISTANCE. BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS. (THE THIRD SIGN 6 THE FIRST ONE IN THE THREE -SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TEMPORARY TRAFFIC CONTROL ZONE).NOTE: LONGITUDINAL DIMENSIONS NYE TO BE ADA MED TO FIT FIELD CONDITIONS. SEE FOOT INDEX Mo. BOD TAPER LENGTH CRITERIA TWE OF TAPER TAPER LENGTH. (L)+ - MERGING TAPER AT LEAST L SHIFTING TAPER AT LEAST 0.51 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 UNITS OF 40 MPH OR LESS L -WS= 60 WHERE:- L - TAPER LENGTH IN FEET W -- WIDTH OF OFFSET IN FEET S.- POSTED SPEED LIMIT FOR SPEED UNITS OF 45 MPH OR GREATER L -WS MAINTENANCE OF TRAFFIC REQUIREMENTS I. 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 ACTIVITY, THE CONTRACTOR IS REQUIRED TO REPLACE THEM IN I ACCORDANCE WITH CURRENT CITY 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 MAINTAINED AT ALL TIMES. 6. 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. r. THE ROADWAY SHALL BE RESTORED TO AT LEAST A UMEROCK SURFACE BEFORE IT 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 r .SURFACES UNTIL PAVED. 10. WHERE CONSTRUCTION PHASING IS NOT SHOWN ON PUNS, 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 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 247-5626 OR GEORGE WORLEY AT 247-5828 A MINIMUM OF 48 HOURS PRIOR TO WORKING NEAR A SIGNALIZED INTERSECTION. 298 AQUATIC DR DUVAL ;ED U/G CATV STATE: FLORIDA ES ON AQUATIC DR. SHEET NO.: 3 OF 6 DATE: 11/23/2016 MAP: BE060 DRAFTED BY: J COMPTON 298 AQUATIC DR. CITY PERMIT PLAN VIEW 0 25' 50' 41119 COMCAST PROPRIETARY AND CONRDENTIAL 5934 Richard St Jacksonville, FL 32216 d o � LLJ CDR _w AQIJ AT Z -�'-" z m w 0 ,� LLJ r; —5►� -1 _ LLJ L�- ��o�► ON v 0 z n PROPOSED U/G' fCATV FACILITIES DO G --n� 4-a � PUBLIC UTILITIES EN�,A73 CE )APPROVED A} Z DENIED PROJECT START PROPOSED u/c -� { } NOTAPPLIC ABLE TO DEPT CAN FACILITIES TIE INTO EXSTING CAN FACILITIES 298 AQUATIC DR CITY ATLANTIC BEACH, FL SUBJECT: FC��SESUTISTATE: AION AQATIC COUNTY: DUVAL FLORIDA DR. SHEET NO.: 4 OF 6 R IGfly T- 0 E WAY 'ERMIT N/A DATE: 11/23/2016 MAP: BE060 DRAFTED BY: J COMPTON 298 AQUATIC DR. CIT PERIr� A SEE MATCHLINE A—A ON SHEET # 4 1 1 1 1 A PLAN VIEW �' O 25° 50' 1►�� PROPOSED U/G ,►� CAN FACILITIES ►� A p� r ! � � ! d PROPOSED U/G CONSTRUCTION D/W BORE FENCE W ^ l 1 PROJECT FINISH PROPOSED U/G I ' V CATV FACILITIES y TIE INTO EXISTING FACILITIES p �N o 1 7C b0 0 wCATV o r ^ c 1 I COMMERICAL ENTRANCE 326' , Rey _ R/W v 5 SIDEWALK I 5 SIDEWALK `" N ' SI EWALK B/C B/C MEDIAN ,N B/C B/C MEDIAN $N MEDIAN F-+-1wo B/C N N B/C B/C SI ALK `" a • IDEWALK R� __�--� I r----------- i I --JT���VSIDEWAL�K��� COMMERICAL -- -- -- -- ----- ---- COMMERICAL -------- R/W 1. ENTRANCE ENTRANCE d1t PUBLIC UTILITIES -L-y A} ,o r-, r { APPROVED { } DENIED { } NOT APPLICABLE TO DEPT 298 AQUATIC DR CITY OF ATLANTIC EAC9 FL SUBJECT: PROPOSED U/G AILIIS or COUNTY: DUVAL STATE: FLORIDA COMCAS C DR. SHEET NO.: 5 OF 6 PROPRIETARY AND CONFIDENTIALDATE: Richard stDRAFTED RIGHT—OF—WAY P RMIT 11/23/2016 BE65934 N/AAP: BY: J COMPTOONJacksonville, FL 32216 298 AOUATIC DR. CITY PERMIT CROSS SECTIONS CROSS FROM TAAGGSEC"AA"N " N.T.S. R/W I R/W 64' 32' 32' 6' 24' 24' 2, 1 16' 2' 1 i GAS —12"— L —12"— —24"- I —24"— CATV FACILI IES 1 I t 1 TV —36"— 1 —36"- 1 —48"— —48"— —60"— —60"— R/W R/W W CROSS SECTION FROM TAG „B» N.T.S. Q F -I R/W I R/W M--11 08' 60' T 48. SIDEWALK 15 34' 14' 26' 8' 5'—}— 2' 2' 2' 2' MEDIAN 11' SIDEWALK 2' 3L—T5'—}— 3 —12"— —III I I I I I I I I I =I �-i. _ _ CATV FACILI/TIES I'I `_' I I I I I, I I —12"— -24"= I —� —24"- -36"— 1 1 ' 5' 1 —36"- 1 PUBLIC UTILITIES —48"— I —48"— -60"- )APPROVED -60"- DENIED R/W R/W } NOT APPLICABLE TO DEPT 298 AQUATIC DR dh CITY OF ATLANTIC B"EACly E L SUBJECT: PROPOSED N CATV FACILITIES ON AQUATIC DR. COUNTY: DUVAL STATE: FLORIDA SHEET NO.: 6 OF 6 /� c C CSM C A S T DATE: 11/23/2016 PROPRIETARY AND CONFIDENTIAL RIGIHT-OF-WAY �g� PER M I' �I ' N�A' M'�: BE060 DRAFTED BY: J COMPTON 5934 Richard St Jacksonville, FL 32216 1t�11