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366 Plaza Dr Right-of-Way permit dwgs366 PLAZA DR CITY PERMIT COVER JOB SITE 1, ¢ R RPoRN 5 % i %'! /L%F Y,z% "Y✓' 't. / X . L/Yi iy% cR �.t r ,� ttt eft �f/.//f��/bSr�"L✓ � h y '✓' $'i"�.✓r�, *..3yr,4,%�r' ,/'1➢ PSE o t L, ,,<'.. I..i� t .:� E�:. . „ ., ,: {s ,,:. r d, �` z y 1 x7Y r ..✓ ftx.,y.,, x�ti k .� Aycock 4d�9 � iwJTURNER �..5 ,.k �y,,/'// k fi T1 N'% l`,✓6N?✓ 7-'H/'! .( F'.,/`% (Fa ,... j r, `z9 xr y`*��' C i S ,4, £ a -r / 3N lq ry - SOB SITE VICINITY MAP SCAT F E• NONE r,. u,ax M< r�1 Plaza Glass Y°k wri QLSfr�d��2a� :'' ;.?xiit /t f/:/✓ /.//G./ �% /,/ '�rd rPPark ^,,: .� . r /j /z' {�;tf A S ; ✓ ; ~ d C Water Soul borts sa. arseLady ofthe Sea ' i• ` z% ! s_ A P,N, of P _, . : Catholic i .urch h %l/� r ,N hNl k a3�f 5rY L10e /onv ttarticBeath City IJaqt •--: xiuN"a 7n`/P, ✓9 i� r fSi �% V . '":'y %v/✓ /�/k'a.%F /r� rP 5%3,LF1: � ,.S'' 1 /Yr✓b"mi�"`N F�--1 J,i 5- a 1� _ '. t r» � �'ai � ��,�`k Y%,��yn"Y'Oq �i%'yr'iyr M,f/F�f✓� lgo,yv,L-t Park ,r YY ".P, Ss E_ MSP PUBLIC WORKS PROJECT TOTALS PROP. BURIED CATV: 196' j APPR©VED { } DENIED MOT NOTES t } NOT APPLICABLE TODEpT PROP. off CATV: 0' TRAFFIC CONTROL SHALL COMPLY WITH FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MUTCD AND TOTAL PROP. CATV: 196' (0.04ML) F.D.O.T. DESIGN STANDARD N0. 600. 366 PLAZA DR IE NTIC ATLAC TF LPROPOSED SUBJECT: U/G CATV COUNTY: DUVAL STATE: FLORIDA COMCASTA ' FACILITIES ON PLAZA DR. SHEET NO.: 1 OF J PROPRIETARY AND CONFIDENTIALT- DATE: 08/24 2017 C NIFA/A: MAP: N A 5934 Richard St OF -WAY PERMIT RIGI�DRAFTED BY: J. COMPTON Jacksonville, 1=L 32216 366 PLAZA DR ("TTY PERMIT NOTES & TYPICALS USE CASE 1 M.O.T. CITY OF ATLANTIC BEACH U G NOTES ALL PROPOSED CONSTRUCTION WILL BE PER CITY OF ATLANTIC BEACH SPECIFICATIONS AS WELL kS ALL NESC SAFETY CODES. ALL PROPOSED CATV WILL BE WITHIN THE CITY OF ATLANTIC BEACH RIGHT-OF—WAY. ALL PROPOSED UNDERGROUND CATV WILL E 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 MACHI E, AS WELL AS CITY APPROVED CONDUIT. ALL PROPOSED CATV DIRECTIONAL BORES MILL 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. 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 0 JOINT USE TRANSFORMER POLE GUARD RAIL 0 PHONE POLE FENCE LINE 0 CAN POLE PROPOSED OVERHEAD CATV IS STEEL POLE — — — — — — - PROPOSED BURIED CAN © CONCRETE POLE EXISTING OVERHEAD CATV JOINT USE POLE — — — — — — — EXISTING BURIED CATV ® RISER —•—'~—•— OVERHEAD ELECTRIC -�Q ANCHOR —•—•—'—•— —'—'— •— BURIED ELECTRIC II OVERHEAD GUY ——°—`—`— _ —`—`— GAS ❑V CATV FIBER VAULT -—"~~~~- OVERHEAD TELEPHONE ® TRAFFIC SIGNAL VAULT —'~—•~ _ —•~— BURIED TELEPHONE ® TRAFFIC SIGNAL POLE SANITARY SEWER ® TRAFFIC SIGNAL BOX STORM SEWER Q► CROSS SECTION REFERENCE — '—'— '—'— WATER — - — - — - — - — - CENTERLINE ?'??'AERIAL FOOTAGE EDGE OF PAVEMENT '? 'U/G FOOTAGE BACK OF CURB / 'REFERNCE POINT ._.. ._ RIGHT OF WAY ® STORM DRAIN 1 1\VI VJLV L HDPE CONDUIT TYPICAL DRIVEWAY DIRECTIONAL BORE N.T.S. PUBLIC WORKS { �} APPROVED { } DENIED { } NOT APPLICABLE TO DEPT 366 PLAZA DR PROPRIETARY AND CONFIDENTIALCIF MAP: N/A RIG"juLiLT- OE - WAY PEEMI CIFA:5934 Richard stDRAFTED BY: J. COMPTON Jacksonville, FL 32216 - N C F L Bh C H SUBJECT: PROPOSED u/c CATV COUNTY: DUVAL STATE: FLORIDA CITY 0F ATLA1 n ' FACILITIES -0N PLAZA DR. SHEET NO.; 2 OF 5 /� C OMC A C J DATE: 08/24/2017 PROPRIETARY AND CONFIDENTIALCIF MAP: N/A RIG"juLiLT- OE - WAY PEEMI CIFA:5934 Richard stDRAFTED BY: J. COMPTON Jacksonville, FL 32216 366 PLAZA DR CITY PERMIT M.O.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. 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 COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 Shoulder Work (2' -15' From the Edge of Pavement) (Maintain ng two—way traffic in two travel lanes) CASE 1 M.O.T. Shoulder Work With Minor Encroachment (Within 2' of the Edge of Pavement) Lane Closure on a Two -Lane Road (Two Flagger Operation) e — o O V 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 b I (Maintaining Two—Way Traffic) Ans ALL ROAD CROSSINGS SHALL BE DONE IN Q ONE DAY CROSS STREETS ARE TO BE ,[� RESTORED TO TWO LANES TRAFFIC I Q DURING NON WORKING HOURS. ' MINIMUM 11' 1 1.WIDTH FOR EACH TEMPORARY CASE 5 M.O.T. CASLANEE 3IMOT MUSTCANNBE USED. OT BE MAINTAINED, A I —© CAS E 4 M. 0. T. a eF Iii I I Yll� a iL w... LEGEND e ChannNi5ing Device D-- - Flogger Symbol x Portable Sign Support B .Mow. Display URBAN (Iuw speed) High L.evN blaming Devip 100' Work Ana <T>_—n,, Sign SIGN SPACING ROAD TYPE TAPER LENGTH (L)'. .DISTANCE BETWEEN SIGNS -- AT LEAST L SHIFTING TAPER A B C URBAN (Iuw speed) 100. 100' .100 URBAN (high speed) 350 350 350 RURAL .500 50) 500 Expressway/Freeway 1 1,000 1,600 2,640 2 45mph - high speed • SPEED CATEGORY TO BE DETERMINED BY HIGHWAY AGENCY �. DISTANCES ARE SHOWN IN FEET. THE COLUMN HEADING A B. AND C ARE THE DIMENSIONS SHOWN IN iIGURES BH -1 TNROUGX 6X-15.Di THE MANUAL OF UNIFORM TRAFFIC CONTROL DEMCEl fMUfCD). THE A DIMENSION IS THE D6TANCE IRON. THE -TRANSITION. OR PONT OF RESTRICTION TO THE FIRST THE B DIMENSION S TXE DISMNCE BETWEEN THE FIRST AND SECOND SIONS. THE C DIMENSION IS THE DISTANCE BETWEEN THE- SECOND AND THIRD SIGNS. (TXE THIRD SIGN B THE FIRST ONE N THE THREE—SON NT SERIES ENCOUERED. BY A DRIVER APPROACHING A TEMPoRARY TRAFFIC CONTROL ZONE). NOTE: LONGITUDINAL DIMENSIONS ARE TO BE ADJUSTED TO FR FIELD CONDNONS, SEE FOOT INDEX No. 501 TAPER LENGTH CRITFRIA TYPE 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 Fr. MAXIMUM DOWNSTREAM TAPER 100 FT PER LANE -FORMULAS. FOR L ARE AS FOLLOWS FOR SPEED LIMITS OF 40 MPH OR LESS L—WSZ 60 WHERE' L - TAPER LENGTH IN FEET W - WIDTH OF OFFSET IN FEET S — POSTED SPEED LIMIT 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 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 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 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. 8. THE ROADWAY SHALL BE RESTORED TO AT LEAST A UMEROCK 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 PUBLIC WORKS V / i ppOO` ,�D APPR v )APPROVED ! - } DENIED /�/� i APPLICABLE J NOT APPLICABLE TO. WHERE OR IF CONTRACTOR �WANTS TOUCTIONPHASALTERGTHE PHASING IS NOT SHOSHOWN PCONTRACTOR IS TO SUBMIT PHASING PLAN WITH A PROPOSED CONSTRUCTION SCHEDULE TO TRAFFIC ENGINEERING PRIOR TO CONSTRUCTION 1 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 S AT HOURS PRIOR BTO WORKING NEAR 25 OR GEORGE A SIGNALIZED ILEY AT SNTERSECTION.826 A OF 366 PLAZA DR CITY OF W I T— ATLANTIC L/\Z ®F - p 1 E /` C9 F L7 ERMIT SUBJECT. PROPOSED u/c caA FACILITIES ON PLAZA DR. COUNTY: DUVAL STATE: FLORIDA SHEET NO.: 3 OF S DATE: 08/24/2017 N�A: MAP: N/A DRAFTED BY: J. COMPTON 366 PLAZA DR CITY PERMIT PLAN VIEW M 1 - I I I PLAZA DR W ' +. N E/P E/P w I a I ♦� 4_ a L I E/P I i I E/P a r^ V 1 O C/L a- GRASS MEDIAN ---------------- A -----------------------"— GRASS MEDIAN -� C/L E/P L N. E/P i w ( ESP N 4' 10' 66' 7' 19' 16' 22' 13' 13' 17' 9' ot 1 I a 5 SIDEWALK I E/P V1 — — � — _W D/D I R�D/w D/ W �1 I R/1► zsz' I hI I m PROPOSEU/G m WATER @ 6' BOC aWED CATV FACILITIES goo LJO PROPOSED U/G a a DRIVEWAY BORE w PROJECT FINISH a PROPOSED U/G CATV PROPOSED U/G PROPOSED U/G 1> FACILITIES TIE INTO PROJECT START 1 DRIVEWAY BORE DRIVEWAY BORE a EXISTING CAN FACILITIES PROPOSED U/G CATV v I FACILITIES TIE INTO I I I EXISTING CATV FACILITIES I I I I I I PUBLIC WORKS I I { /' APPROVED { } DENIED { } NOT APPLICABLE TO DWT 366 PLAZA DR CITY ®� ATLANTIC 'E3 E A C HPROPOSED FL SUBJECT: U/G CATV COUNTY• DUVAL STATE: FLORIDA /�cT C OM � /'� S ' FACILITIES ON PLAZA DR. SHEET NO.: 4 OF 5 1 PROPRIETARY AND CONFIDENTIAL Richard 5t RIGEIT-OF-WAY I T DATE: 08/24/2017 CIFA• N/A �DR-AFTED BY: J. COMPTON Jack Jacksonville, FL 32216 366 PLAZA DR CITY PERMIT CROSS SECTION CROSS SECTION FROM TAG "A" N.T.S. q w R/W ( RAW l SIDEWALK 86' 43' + 43' 1 1 ' 18' 5'22' MEDIAN 2' '—6' 6' SIDEWALK} I?I �11 �' i �- -0 —12— —24"— I'1 I _ 1 Ir7-I I- O —12"— PROPOSED U/G CATV FACIUTIES —24"— —36"— 8 1 —36"— I �1 1-1 —48„— I —48"- —60"— m � —60"— FM1 W R/WR/W Lu ,3 PUBLIC WORKS { J APPROVED { } DENIED { } NOT APPLICABLE TO DEPT 366 PLAZA DR CITY O FATLANTIC 131)EACH"r, L SUBJECT: PROPOSED U/G CATV FACILITIES ON PLAZA DR. COUNTY: DUVAL STATE: FLORIDA SHEET NO.: 5 OF 5 /� c C OM C A S PROPRIETARY AND CONFIDENTIAL F"ZIG T-OF-WAY P`RMIT DATE: 08/24/2017 N�A� MAP: N A DRAFTED BY: J. COMPTON 5934 Richard St Jacksonville, FL 32216 366 PLAZA DR CITY PERMIT PLAN VIEW M f I I PLAZA DR 1 R/11 —�-----------------------------+----------------�— 1 R/1P N '_ N rW ia E/P E/P ^ E/P GRASSMEDIAN- GRASS MEDIAN N I E/P r^ V 1 I C/L �- - ---- — J- - — - -- A -----------------------�- - C/L � I 5 E/P t "I'- E/P ` �••/ w I 4' 10' 66' 7' 19' 16' 22' 13' 13' 17' 9' a 1 V1 I E/P t 4. 5 SIDEWALK I E/P t -- — — -- �—D/W — — — -- -- — -- D/W D/W D/W DNV D/WR� —T�17WD H� I R/11 1mm PROPOSED U/G °0 WATER @ 6' BOC CAN FACILITIES0 PROPOSED U/G aa DRIVEWAY BORE wPROJECT FINISH a PROPOSED U/G CATV PROPOSED U/G POSED U/G F FACILITIES TIE INTO ¢ PROJECT START I DRIVEWAY BORE DRIVEWAY BORE 1<EXISTING CAN FACILITIES v PROPOSED U/G CATV V FACILITIES TIE INTO EXISTING CATV FACILITIES I I I I I PU LIC UTILITIES { APPROVED ( ) D NIED { ) N T APPLICABLE TO DEPT 366 PLAZA DR �1 ATLANTIC /`PROPOSED C A FL SUBJECT: U/G CATV COUNTY: DUVAL STATE: FLORIDA Onn /� ST ' FACILITIES ON PLAZA DR. SHEET NO.: 4 OF 5 ! V I NFI J I PROPRIETARY AND CONFIDENTIAL Richard RUG O'w�� E R I T 'ERMIT DATE: 08/24/2017 St N/ACIFA: F TED BY: J. COMPTON Jack Jacksonville, FL .32216 366 PLAZA DR CITY PERMIT CROSS SECTION CROSS SECTION FROM TAG N.T.S. R/W I R/W w 86' �1 -11, 43' 16' 22T 43' ' 18' 11 ' w SIDEWALK 5'4' -}? 2' 2' 2' MEDIAN 2' 5'6' SIDEWALK —z'— —12— Jil-1 PROPOSED U/G _ CATV FACILITIES I —I' p —24"— —36"— 1 B' 1 —36"— I 1 "— —48 0 —48O m ® / M R/W w R/W 3 7,UBLIC UTIL#TIES IMPROVED { I DNIED { N T APPLICABLE TO DEPT I 366 PLAZA DR SUBJECT' COUNTY: DUVAL PROPOSED U/c CATV STATE: FLORIDA CITY 0F ATLANTIC Bhw-'A CFL FACILITIES ON PLAZA DR. SHEET NO.: 5 OF 5 O n /� e T DATE: 08/24/2017 PROPRIETA1RYYA1NDCO/NFFIIDENTIAIL I"Z1 I G T F— WAYPhw--'R I T N/A Mme: N/A 593 4 Richard St DRAFTED BY: J. 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DESIGN STANDARD #NO. 600. 366 PLAZA DR CITY �i ��l 1 �J JLI E3EACH, F L SUBJECT: PROPOSED U/G CATV FACILITIES ON PLAZA DR. COUNTY: DUVAL STATE: FLORIDA SHEET NO.: 1 OF 5 � � � � C O" ' � PROPRIETARY AND CONFIDENTIAL DATE: 08/24/2017 CIFA5934 NSA'MAP: N�A Richard St WAYRIGHT- 0E- PLERMIT BY: J. COMPTON Jacksonville, FL 32216DRAFTED 366 PLAZA DR CITY PERMIT )TES & TYPICAL, W n� USE CASE 1M.O.T. Q CITY OF ATLANTIC BEACH G NOTI ~ ALL PROPOSED CONSTRUCTION WILL BE PER CITY OF ATLANTIC BEACH SPECIFICATIONS AS WELL AE 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. EXCEPTBORES 36" )EEP. NOTIFICATIONS TO ALL UTILITIES INVOLVED WILL BE MADE PRIOR TO CONSTRUCTION. LOCATES WILL BE REQUIRED IN ALL PROPOSED UNDERGROUND AREAS AT LEAST 48 HRS. PR OR TO CONSTRUCTION. ALL PROPOSED UNDERGROUND CATV ROAD B RES WILL USE CIN APPROVED DIRECTIONAL BORE MACHINE, AS WELL AS CITY APPROVED CONDUIT. ALL PROPOSED CATV DIRECTIONAL BORES WIUL EXTEND A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT. ALL PROPOSED CATV DRIVEWAY BORES WILL XTEND A MINIMUM OF 2' BEYOND THE EDGE OF PAVEMENT. AL 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 CAN POLE PROPOSED OVERHEAD CATV © STEEL POLE - - - - - - - PROPOSED BURIED CAN © CONCRETE POLE EXISTING OVERHEAD CATV JOINT USE POLE - - - - - - - EXISTING BURIED CATV ® RISER - - - - - - - OVERHEAD ELECTRIC -� I[ANCHOR -•---•-•--- -•---- BURIED ELECTRIC OVERHEAD GUY -`-`-`-°-°-°-`-`- GAS CAN FIBER VAULT -"-"-•~~ - OVERHEAD TELEPHONE TRAFFIC SIGNAL VAULT -•-^~- -•-•- BURIED TELEPHONE ® TRAFFIC SIGNAL POLE SANITARY SEWER ® TRAFFIC SIGNAL BOX STORM SEWER CROSS SECTION REFERENCE '-'- WATER ???'AERIAL FOOTAGE ----- CENTERLINE ???'U/G FOOTAGE EDGE OF PAVEMENT / REFERNCE POINT BACK OF 'CURB DRAIN —••--•------- RIGHT OFWAYSTORM CITY OF ABEACH, F RIGHT OFPERMIT I iwr vaw , HDPE CONDUIT TYPICAL DRIVEWAY DIRECTIONAL BORE N.T.S. P LIC UTILITIES APPROVED ,7 { } ENIED OT APPLICABLE TO DEPT vp 366 PLAZA DR SUBJECT. COUNTY: DUVAL PROPOSED U/G CAN STATE: FLORIDA FACILITIES ON PLAZA DR. SHEET NO.: 2 OF 5 DATE: 08/24/2017 N/A: MAP: N /A DRAFTED BY: J. COMPTON 366 PLAZA DR CITY PERMIT M.O.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. 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 ASIDEWALK SHALL HAVE A 7' MINIMUM CLEARANCE FROM THE BOTTOM OF SIGN TO THE SIDEWALK. CONDITIONS WHERE ANY VEHICLE, EQUIPMENT WORKERS OR THEIR ACTIVITIES ENCROACH ONTHE-SIDEWALK FOR A PERIOD OF MORE THAN 60 MINUTES COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 Shoulder Work (2'-15' From the Edge of Pavement) (Mai taining two—way traffic in two travel lanes) CASE Shoulder Work With Minor Encroachment (Within 2' of the Edge of Pavement) s t -ems CASE 2 M.O.T. Lane Closure on a Two—Lane Road (Two Flagger Operation) O 0 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 g (Maintaining Two—Way Traffic) b . 1w ALL ROAD CROSSINGS SHALL BE DONE IN Q ONE DAY. CROSS STREETS ARE TO BE p I RESTORED TO TWO LANES OF TRAFFIC 1 DURING NON—WORKING HOURS. CASE 5 M.O.T. NELIC UTILITIES ROVED PT APPLICABLE TO DEPT VV CITY OF ATLANTIC BEACH, FL RIGHT-OF-WAY PERMIT LtlitNU a Channetting oeWu I-- FWgg- Symbol W wnu MINIMU 11` WIDTH FOR EACH TEMPORARY 100 iuu LANE. IF 11' CANNOT BE MAINTAINED. A flfl Sigh CASE MOT MUST BE USED. .500 500 ExPnw w/Freeway CAS E 4 M. 0. T. b . 1w ALL ROAD CROSSINGS SHALL BE DONE IN Q ONE DAY. CROSS STREETS ARE TO BE p I RESTORED TO TWO LANES OF TRAFFIC 1 DURING NON—WORKING HOURS. CASE 5 M.O.T. NELIC UTILITIES ROVED PT APPLICABLE TO DEPT VV CITY OF ATLANTIC BEACH, FL RIGHT-OF-WAY PERMIT SIGN SPACING ROAD TYPE LtlitNU a Channetting oeWu I-- FWgg- Symbol W Portant. Sign Support URBAN (IoW .peal). A— Display 100 High —1 Warning DMWioe ® Work Area QWaminq Sigh SIGN SPACING ROAD TYPE TAPER LENGTH (L) - DISTANCE BETWEEN SIGNS- AT LEAST L SHIFTING TAPER -A B C URBAN (IoW .peal). 100 100 100 URBAN (high spool). - 350 350 350 RURAL SOO .500 500 ExPnw w/Freeway 1,000 1.500 2.640 . Z 45mph - high. spool- • SPEW CATEGORY TO BE DETERMINED. BY HIGHWAY AGENCY DISTANCES ME SHOWN IN FEET. THE COLUMN. HEADING A B. AND C ARE THE DIMENSIONS SHOWN M FIGURES 8H-1 TFIROUGH BH -48 OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (AIUTCB). THE A DMENSION IS THE dSUNCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST $ION. THE B DIMENSION IS THE .DISTANCE BETWEEN. THE FIRST AND SECOND SN.YS. THE C DIMENSION IS THE DISTANCE BETWEEN THE. SECOND AND THIRD -9N 143. DIE 7NIRD'SICN R THE FIRST ONE NJ THE THREE—SIGN SERIES ENCOUNTERED 8Y A DRIVER MPRDACNINGA 7ENPORARY TRAFFIC CONTROL ZONE). NOTE: LONGITUDINAL DIMENSIONS ME TO BE ADJUSTED TO FR FIELD CONDITIONS. SEE INDEX N. 500 TAPER LENGTH CRITERIA TYPE OF TAPER TAPER LENGTH (L) - MERGING TAPER AT LEAST L SHIFTING TAPER AT LEAST O.5L SHOULDER TAPER AT LEAST 0.33L ONE LANE. TWO WAY TRAFFIC TAPER 100 Fr. MAXIMUM DOWNSTREAM TAPER 100 FT PER LANE •FORMULAS FOR L ARE AS FOLLOWS FOR SPEED LIMITS OF 40 MPH OR LESS FOR SPEED UNITS OF 45 MPH OR GREATER L—WSZ L—WS 50 WHERE: L - TAPER LENGTH IN FEET W - WIDTH OF OFFSET IN FEET 5 — POSTED SPEED LIMIT 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 ONCOLLECTOROR 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. 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. B. 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 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 247-5828 OR GEORGE'WORLEY AT 247-5826 A MINIMUM OF 48 HOURS PRIOR TO WORKING NEAR A SIGNALIZED INTERSECTION. ROPOSED U/G CAN ACILITIES ON PLAZA DR. N/A 366 PLAZA DR COUNTY:_ DUVAL STATE: FLORIDA SHEET NO.: 3 OF 5 DATE: 08/24/2017 MAP: N/A DRAFTED BY:J. COMPTON