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945 Plaza Dr Catv Dwgs945 PLAZA DR CITY PERMIT C OVERHefdet -s - VICINITY MAP SCALE: NONE ITE SCALE: _ MAP -rte S. rsa s..: ,1.; NONE PUBLIC UTILITIES `� APPROVED { } DENIED { } NOT APPLICABLE TO DEPT PROJECT TOTALS PROP. BURIED CATV: 180' , PROP. OH CATV: 0' 180' TOTAL PROP. CATV: (o.o3Mi.) 945 PLAZA DR X PROPRIETARY AND CONFIDENTIALDATE: 5934 Richard St' Jacksonville, FL 32216 OF ATLANTIC RIGHT-OF-WAY 13EACH, PERMIT � SUBJECT: PROPOSED u/c cnTv FACILITIES ON PLAZA DR.COMCAST COUNTY: DUVAL STATE: FLORIDACITY SHEET N0.3 1 OF 5 08/04/2017 N/AMAP: N A DRAFTED BY: J. COMPTON " "zv a ' m £}. AUG � 9 2017 ywp�� �yyy yp@ y^LGWdJ 'f'M c' 4OS a5}t*iJ' i. i'.? z +¢ 'fu.i�ki!'SY C. All Pro, Automotive .P c 'f S.I I�I" - 2D IS4Ii 5 n 1 -y �r .._'4 _'4 4#Y._p° p tSij=„ Piloe 1 6 ERS JOB SI ` $ Y ,. Dorni to', z Christian, science, Church Bp F.'.. %�r�al&t klt '6°�FVF A.F p {{ww yy,, F�whuf1ch of Christ Fr, sttenal " w_ ii:aLsr'`i �.-� *•Ei 1'3fi�y w Sea'O is i�A�. artrn�'"nts r^ .{ { �t United Stale8 t. PostBI ;S61`tatice ., ski ova 5 ' 41 �^ P � a S'i ti� t Y M r 1 Zip i'a0.{. E N i.4a t `0.f x ITE SCALE: _ MAP -rte S. rsa s..: ,1.; NONE PUBLIC UTILITIES `� APPROVED { } DENIED { } NOT APPLICABLE TO DEPT PROJECT TOTALS PROP. BURIED CATV: 180' , PROP. OH CATV: 0' 180' TOTAL PROP. CATV: (o.o3Mi.) 945 PLAZA DR PROPRIETARY AND CONFIDENTIALDATE: 5934 Richard St' Jacksonville, FL 32216 OF ATLANTIC RIGHT-OF-WAY 13EACH, PERMIT � SUBJECT: PROPOSED u/c cnTv FACILITIES ON PLAZA DR.COMCAST COUNTY: DUVAL STATE: FLORIDACITY SHEET N0.3 1 OF 5 08/04/2017 N/AMAP: N A DRAFTED BY: J. COMPTON £}. AUG � 9 2017 z +¢ - fKv -y ITE SCALE: _ MAP -rte S. rsa s..: ,1.; NONE PUBLIC UTILITIES `� APPROVED { } DENIED { } NOT APPLICABLE TO DEPT PROJECT TOTALS PROP. BURIED CATV: 180' MOT NOTES TRAFFIC CONTROL SHALL COMPLY WITH FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND F.D.O.T. DESIGN STANDARD #NO. 600. PROP. OH CATV: 0' 180' TOTAL PROP. CATV: (o.o3Mi.) 945 PLAZA DR PROPRIETARY AND CONFIDENTIALDATE: 5934 Richard St' Jacksonville, FL 32216 OF ATLANTIC RIGHT-OF-WAY 13EACH, PERMIT � SUBJECT: PROPOSED u/c cnTv FACILITIES ON PLAZA DR.COMCAST COUNTY: DUVAL STATE: FLORIDACITY SHEET N0.3 1 OF 5 08/04/2017 N/AMAP: N A DRAFTED BY: J. COMPTON 945 PLAZA DR CITY PERMIT NOTES & TYPICLIS USE CASE 1 M.O.T. CITY OF ATLANTIC BEACH U G NOTE, 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 CITY F ATLANTIC BEACH RIGHT-OF-WAY. ALL PROPOSED UNDERGROUND CAN WILL BE BURIED A MINIMUM OF 24" DEEP. EXCEPT BORES 36" DEE:'. 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 PAVEMEN . 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 lb BORE ® POWER TRANSFORMER POLE - - - - - - - - - - - - - SWALE/DITCH JOINT USE TRANSFORMER POLE o 0 0 0 o GUARD RAIL 0 PHONE POLE o o a o o FENCE LINE CAN POLE PROPOSED OVERHEAD CATV ® STEEL POLE - - - - - - - PROPOSED BURIED CATV © CONCRETE POLE EXISTING OVERHEAD CAN JOINT USE POLE - - - - - - - EXISTING BURIED CATV ® RISER - - - - -- OVERHEAD ELECTRIC �Q ANCHOR - - -- - BURIED ELECTRIC II OVERHEAD GUY -°-°-°-°- - - -_- GAS CATV FIBER VAULT -• ---• - OVERHEAD TELEPHONE is❑ TRAFFIC SIGNAL VAULT -•-•-•-•-•-•- -•- BURIED TELEPHONE ® TRAFFIC SIGNAL POLE SANITARY SEWER ® TRAFFIC SIGNAL BOX - STORM SEWER Q► CROSS SECTION REFERENCE - '-'-'- WATER ???'AERIAL FOOTAGE - - - - - - - - - - - - - ' CENTERLINE ?'U/G FOOTAGE EDGE OF PAVEMENT / REFERNCE POINT BACK OF CURB ® STORM DRAIN �••-•"-"- — RIGHT OF WAY CITY OF ATLANTIC BEACH, F L RIGHT-OF-WAY PERMIT r I]lJr\lJCV L HOPE CONDUIT TYPICAL DRIVEWAY DIRECTIONAL BORE N.T.S. PUBLIC UTILITIES APPROVED } DENIED { } NOT APPLICABLE TO DEPT 945 PLAZA DR SUBJECT: COUNTY: DUVAL PROPOSED U/G CAN FACILITIES ON PLAZA DR. STATE: FLORIDA SHEET NO.: 2 OF 5 DATE: 08/04/2017 N/A; MAP: N/A DRAFTED BY: J. COMPTON J45 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 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 TO A -SIDEWALK SHALL HAVE A 7' MINIMUM CLEARANCE FROM THE BOTTOM. OF SIGN TO THE SIDEWALK. CONDITIONS Shoulder Work '-15' From the Edge of Pavement) (Maint fining two—way traffic in two travel lanes) �o CASE 1 M.O.T. Shoulder Work With Minor Encroachment (Within 2' of the Edge of Pavement) CASE 2 M.O.T. Lane Closure on a Two—Lane Road (Two Flogger Operation) ® by 0 0 CAS E 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 Z_& a g (Maintaining Two—Way Traffic) WHERE ANY VEHICLE, EQUIPMENT WORKERS. OR THEIR ACTIVITIES ENCROACH ON THE SIDEWALK FOR - A PERIOD OF MORE. THAN 60 MINUTES dig CITY OF COMCAST PROPRIETARY AND CONFIDENTIAL RIGHT 5934 Richard St Jacksonville, FL 32216 o� a. b mer A.. _ice w ALL ROAD CROSSINGS SHALL BE DONE IN ONE DAY. CROSS STREETS ARE TO BE g p RESTORED TO TWO LANES TRAFFIC U p DURING NON -WORKING HOURS. Nwr CASE 5 M.O.T. Ili Il.e�a -® PUBLIC UTILITI {/}APPROVED { } DENIED { } NOT APPLICABLE TO ATLANTIC BEACH, FL -OF-WAY PERMIT LEGEND a Chann.Rzkng Dwla. D-- Flagg.r Symbol N Portable Sign Support r___1 Mow DhIpiay MINIMUM 1' WIDTH FOR EACH TEMPORARY ® Work Are. LANE. IF 11' CANNOT BE MAINTAINED, A 350 350 CASE 3 N OT MUST BE USED. 50D 500 Expr.esw1.000 CASE 4 M.O.T. WHERE ANY VEHICLE, EQUIPMENT WORKERS. OR THEIR ACTIVITIES ENCROACH ON THE SIDEWALK FOR - A PERIOD OF MORE. THAN 60 MINUTES dig CITY OF COMCAST PROPRIETARY AND CONFIDENTIAL RIGHT 5934 Richard St Jacksonville, FL 32216 o� a. b mer A.. _ice w ALL ROAD CROSSINGS SHALL BE DONE IN ONE DAY. CROSS STREETS ARE TO BE g p RESTORED TO TWO LANES TRAFFIC U p DURING NON -WORKING HOURS. Nwr CASE 5 M.O.T. Ili Il.e�a -® PUBLIC UTILITI {/}APPROVED { } DENIED { } NOT APPLICABLE TO ATLANTIC BEACH, FL -OF-WAY PERMIT LEGEND a Chann.Rzkng Dwla. D-- Flagg.r Symbol N Portable Sign Support r___1 Mow DhIpiay UROM (IDD High U" Warning D.0- ® Work Are. © Woming Sign SIGN SPACING ROAITYPE DISTANCE BETWEEN SIGNS -- AT LEAST L SHIFTING TAPER A A B C UROM (IDD 100 Fr. MAXIMUM 100 100 URBAN (350 350 350 RURAL500. 50D 500 Expr.esw1.000 1.500 2.640 -> 45mph - high p.W • SPEED. CATEGORY TO. BE DETERMINED . BY HIGHWAY AGENCY DISTANCES ARE SHOWN N FEETT, THE COLUMN HEADING A. B.: AND C ARE THE DWENSWNS SHOWN N FIGURES BH -1 THROUGH 6H-46 OF THE MANLYL OF UNIFORM TRAFFIC CONTROL DLVICET MUTCD)). THE A DNENSgN SME -DISTANCE TROM TIE TRANSIOON OR PgNT OF RESiRICT10N 70 THE FIRST IGN. 1FE.B IUMENSION IS THE DISTANCE BETWEEN THE. FIRST AND SECOND SIGNS, THE C DIMENSION 6 THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS. (THE THIRD SIGN S THE FIRST ONE IN 7NETHREE-SIGN. .SERIES ENCOIRJIERED BY A DRNER APPROACHING A TEMPORARY 7RAFFTC CONTROL ZOF�, NOTE: LONGITUDINAL DIMENSIONS ARE TO BE ADJUSTED TO FR FIELD CONDITIONS. SEE FOOT INDEX No. SOD TAPER LENGTH CRITERIA TYPE OF TAPER - TAPER LENGTH (1.p MERGING TAPER - AT LEAST L SHIFTING TAPER AT. LEAST 0.51 SHOULDER. TAPER AT LEAST 0.331. ONE WJE. 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 60 WHERE: L - TAPER LENGTH IN FEET W - WIDTH OF OFFSET IN. FEET S – 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 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 CI7Y 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 MAJNTAINED 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. 6. 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. - ..OUST 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. FTRAFFIC SIGNAL VEHICLE LOOPS SHALL. BE. RESTORED TO PROPER OPERATION WITHIN 36 HOURS OF BEING DESTROYED OR DAMAGED. CONTACT PAT HARRIS. AT 247-5525 OR GEORGE WORLEY AT 247-5626.A MINIMUM OF �48 HOURS PRIOR TO WORKING NEAR A .SIGNALIZED INTERSECTION. OBJECT: ROPOSED U/G CATV ACILITIES ON PLAZA DR. 945 PLAZA DR COUNTY: DUVAL STATE: FLORIDA SHEET NO.: 3 OF 5 DATE: 08/04/2017 iA MAP: N/A DRAFTED BY: J. COMPTON 945 PLAZA DR CITY- PERMIT PLAN VIEW 0 25' 50' N PROPOSED U/G PROJECT FINISH CATV FACILITIES PROPOSED U/G CATV FACILITIES TIE INTO EXISTING CATV FACILITIES PROPOSED U/G DRIVEWAY BORE CATV AMP @ 22' BOC m 0 0 OV m CD - I ® m mm(�°i 'r apmo t?Jb Vj J � ® ® ®®(OWWJF" O J I '' ow<gMuy LLi 4d PLAZA.DR 0 a V3a0 d W D ' R/11 �---- 34' 15' 57', - ------ 8' SIDEW LK N s ' B' SIDEWALK R/" ® 8' SIDEWALK O I I n H I T V C/L �♦ A —�� - — — --%--C/L R/1PD/W j - ------- - ---- --- ------------- --------------- R/W D/W m m a n DIRECTIONAL BORE Ow w o, oe PROJECT START h io ®® PROPOSED U/G CATV 0 a FACILITIES TIE INTO EXISTING CATV FACILITIES a a a o U of PUBLIC UTILITIES {�}APPROVED { } DENIED { } NOT APPLICABLE TO DEPT 945 PLAZA DR ®F ATLANTIC BEACH, EL SUBJECT: PROPOSED U/G CATV COUNTY: DUVAL STATE: FLORIDACTTY ROOMC/cT FACILITIES ON PLAZA DR. SHEET NO.: 4 OF 5 PROPRIETARY AND CONFIDENTIAL Richard GfI ®� AYPERMIT DATE: 08/04/2017 N/A: DRAFTED BY: J. COMPTON Jack Jacksonville, FL 32216 L 945 PLAZA DR CITY PERMIT CROSS SECTION I C. AL COMCAST PROPRIETARY AND CONFIDENTIAL 5934 Richard St Jacksonville, FL 32216 CROSS SECTION FROM TAG "A" N.T.S. ISC R/W I R/W 85' 42' 43' SIDEWALK SIDEWALK j18I-10'•, 11' ;POSED G • 2 J 19' FAC ES �2r-1 t ' a' a' o- -12— 1 36" 15'--1 —24"— � � ; O �r -0 —24"— —36"— 1 --r G-- I 1 —36"— 1 1 5 —48"— 013 PROPOSED 4" —48"— HDPE CONDUIT —so"— � —so"— L Qu —72"— R/W mm R/W —72" —84"— n'v ®® —84"— —86"— W W —96"- 3Q 0 Z 0 a: 0 CITY OF ATLANTIC BEACH, FL RIGHT-OF-WAY PERMIT