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1200 Mayport Rd t NO T� 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 OF ATLANTIC BEACH RIGHT-OF-WAY. - J W E ALL PROPOSED UNDERGROUND CATV WILL BE BURIED - A MINIMUM DF 24' DEEP. EXCEPT BORES 46' DEEP. ALL PROPOSED UNDERGROUND CATV ROAD BORES ^N` S" WILL USE CITY APPROVED DIRECTIONA_ BORE MACHINE, AS WELL AS CITY APPROVED CONDUIT. C ALL PROPOSED CATV ROAD BORES WILL EXTEND A MINIMUM OF 4' BEYOND THE EDGE OF PAVEMENT. N 0—i •ruwie 000 ALL PROPOSED CATV DRIVEWAY BORES WILL EXTEN aay ..Y r A MINIMUM OF 2' BEYOND THE EDGE OF PAVEMENT. 110 OB SI CAB ALL PROPOSED CATV WILL BE OR .840' '. DIAMETER, INSULATED COAXIAL CABLE OR 1.0' DIAMETER, INSULATED FIBER OPTIC CABLE, h AND WILL YELASHED TO .250' STEEL STRAND p CABLE USING .125' STD. GALV. LASHING WIRE. `Y ALL PROPOSED AERIAL CATV CROSSINGS (BOTH - ROADWAYS AND DRIVEWAYS) WILL HAVE MINIMUM 14j� d Q MID-SPAN HEIGHT OF 18-0'. arj ALL OTHER PROPOSED AERIAL CATV WILL HAVE - - - MINIMUM MID-SPAN HEIGHT OF 16'-6' AS PER - - NESC SPECIFICATIONS. I LOCATES WILL BE REQUIRED IN ALL PROPOSED +f3 ST VICINITY M A P UNDERGROUND AREAS AT LEAST 48 HRS. PRIOR - TO CONSTRUCTION. - SCALE: NONE NOTIFICATIONS TO ALL UTILITIES INVOLVED w WILL BE MPDE PRIOR TO CONSTRUCTION, �A f I V 1 o0°c z JOB SITE A 61_�/2 z I �v USE' CASE 1 MOT N PROJEXT TOTALS PROP. NEW AER. CATV_ 219' PROP. U/G CATV D' W. PLAZA ST. OVERALL VIEW PROP. # OF BORES 0 �r.�na,sxmuep.e® SCALE: NONE NODE # BE037 rxm n+ma asses m ua,., i RIGHT OF WAY .-�..� CONCRETE POLE PROPOSED AERIAL CATV N CITY OF ATLANTIC BEACHAERIAL CAT}` X }YOOD POLE FACILITIES IN DUVAL COUNTY, FLORIDA ———— — ® ovt •r, vtBr xue NAME- BEACHES w E . va usa 4vaau zr a aam.arnp �O m ca s UNDERGROUND CATS� RISER POLE BURIED POWER –$P BP t3P— 0 PEDESTAL Sheet No.: I OF 4 County: DUVAL j TELEPHONE —PHONE PHONE-- ' GAS –GAS GAS GAS_ ® VAULT Scale: NONE State: PIDRIDA $ 5934 Richard St. GEYSER SAN-SAN ANCHOR Jacksonville,Florida 32216 WATER —r x w— "{ Data: 4/7/I0 Drafted: L.DJ i i 'i i i t i EXISTING JEA PROPOSED AERIAL PROPOSED AERIAL CAN FACILITIES EXISTING JEA CAN FACILITIES POLES POLES EXIS. GROUND EXIS. GROUND 3' TYP. 3' TYP. 3' TYP. 3' TYP. 3' TYP. EXIS. JEA 3' TYP. 3' TYP. EXIS. JEA 3' Np PRIMARY TRIPLEX 3 np PRIMARY TRIPLEX 3' TYP. 3' TYP. r, EXIS. JEA SECONDARY F+1 EXIS. JEA SECONDARY T 1mm PROPOSED AERIAL CAN EXISTING AERIAL CAN a TYPICALCIL w r MID-SPAN \ o TYPICAL v 0_ _ CL 2� a MID-SPAN z o b HEIGHTS ~ � 00 > i TYPICAL ATTACHMENT HEIGHTS 'm cc o, - - i ` TYPICAL ATTACHMENT N HEIGHTS (AT THE POLE) D o rn Z 00 HEIGHTS (AT THE POLE) N to 00 1A� EXIS. GRADE EXIS. GRADE IG-I F�1 EXIS. PAVED ROAD (OR CROSS-STREET OR DRIVEWAY)TTPKAL "PARALLEL" (NOTTO SCALE) TYPICAL "CROSSING99 (NOT TO SCALE) : I N RIGHT OF WAY --r... O CONCRETE POLE PROPOSED AERIAL CATV :1EP.IAL CATV X WOOD POLF. FACILITIES IN DUVAL COUNTY, FLORIDA r UNDERGROUND CATV— -� �p TYPICAL$AND DETAILS HUB NAME: BEACHES E comcastBURIED POWER —BP Bp Bp_ +ORISER POLE e nrpnwwwconwixwumwawwwsom TELEPHONE —PHONE PHONE— © PEDESTAL 36lEt NO.: 9 OF 4 COUaty: DUVAL 5934 Richard St. GAS -GAS GAS GAS- ® VAULT Scala NONE slats FLORIDA PERMITSEWER —SAN SAN ANCHOR S Jacksonville,Florida 32216 WATER —lr lr Ir— Date: s/v/tD Dnnaa: L.D.t j j f r PROJECT FINISH PROPOSED AERIAL \ CATV FACILITIES GPS COORDINATES EXISTING WOOD 30.200021 N, 81 .245981 W 7 BOC PROJECT START \ \ \ \ "`•,,�`� \ PROPOSED AERIAL CATV FACILITIES \ PROPOSED AERIAL GPS COORDINATES CAN FACILITIES 30.195987N, 81 .245761 W ^�. \ 1 2=0 0 PIP \ S0. a, \ \ / EXISTING WOOD / Q �+ �Q `°`�•' \ RAW SSW `' \ \ / 7' BOC / j p'1 �� `��. \ \ '2' 7 \ -j EXISTING WOOD �! �� �' "\ _ V '� `�. 7' BOC / ST .. S• ry I P i CIV / /ry/rye W. PLAZA ST. PLAN VIEW sir , i SCALE: NONE N ALL KNOWN UTILITIES SHOWN _ CITY OF ATLANTIC BEACHRIGHT OF W'AY .�.-... c CONCRETE POLE PROPOSEDjAELOUCAjAg �� �� AERIAL cATv FACILITIES IN DFLORIDAV E X IYODD POLEUNDERGROUND CATV-� -� -�——BURIED POWER -Bp Bp Bp_ �^SRISER POLE PLAN vw B6ACH6$TELEPHONE —pBON6 pBpyg-- i..! PEDESTAL Sheel NO.: Y ODUVALGAS -GAS GAS cAs- rnuLTPERMT SEWER SAN SAN ANCHORFLORIDAJacksonville,Florida 32216 WATER —vtf � Sema NDNDate: 4/7/ L.D.1 1 W. PLAZA ST. CITY Pffitl[IT . '[OT CASESShoulder Work Shoulder Worm With Minor Encroachment (2`-15' From the Edge of Pavement) (Within 2` of the Edge of 'Pavement) Lone Closure on In Two-Lone Rood (Maintaining tiro-way traffic in two travel !ones) (Two Flogger OPerotion) � '# MID—BLOCK SIDEWALK CLOSURE — s yEM >*� SIGN SPACING sow TVK 0G%pj X at"Im scrs- O - a C unsw V_2=04 2w too r----- ? I ; I RWL-4 No CASE Q.O.T. CASE 2 M. CASE 3 M.O.T. _ b. � m . 4.0 ftx— A CASE 3 MOT SHALL ONLY BE IMPLEMENTED Mr1C%=wM14= go It em V*Vwwws 1 �Y: W e+s-b saw=o'tm &.to tM^x s� m WHILE CONTRACTOR PERSONNEL ARE �;Ta a sA uK tete Ks IIS r PRESENT. DURING OFF HOURS THIS 1407 aV a i w# m o ami ss s TAX& xrg s4 ts¢y rsWl m rxd sWSTk rx -.mss j m SHOULD BE REMOVED AND TWO LANES OF %M &ra ONM Aava5wmo A MOM CORTM awIl r.� TRAFFIC RESTORED. c WIN M*4*40 m t m TAPER LENGTH CRITERIA m m a mzs TVK Or TAM UM uNOTH pY 1' ml s� Lorre Closure in Advance of Ors Inte.sact;on 4?tzar c (Work Area on the Through Rood) Tam ar Low�� m r RT cT,bsx o.sMs, I � s xr out ra .Ts6 max mum Tam � Work :a1 Travel Lone or o Wnar Urban Street (Maintaining Two-Woy� Trof€ic) � � LAm AS rw_ws _ a ALL ROAD CROSSINGS SHALL BE DONE IN ONE DAY. CROSS STREETS ARE TO BE MAINTENANCE OF TRAFFIC REQUIREMENTS RESTORED TO TWO LANES OF TRAFFIC DURING NON—WORKING HOURS. 1. ANY MODIFICATIONS OF THIS MAINTENANCE OF TRAFFIC PLAN SHALL BE SUBMITTED TO THE CITY OF ATLANTIC BEACH, TRAFFIC ENGINEERING DIVISION F i A M. I� T< REVIEW AND APPROVAL. PRIOR TO IMPLEMENTATION. A MINIMUM 11' WIDTH FOR EACH TEMPORARY 0<T. 2, PROJECT WORK HOURS ARE BETWEEN 7:00 AM TO 7:00 PM ON LANE. IF 11' CANNOT BE MAINTAINED, A RESIDENTIAL STREETS,AND 9:00 AM TO 4:00 PM ON COLLECTOR OR GENERAL NOTES CASE 3 MOT MUST BE USED. -- -- ARTERIAL STREETS. .�.,, 3. CONTRACTOR MUST MOUNTAIN EXISTING SIGNING. IF SIGNS ARE DAMAGED DUE TO HIS ACTIVITY, THE CONTRACTOR IS REOUIRED TO REPLACE THEM IN 1. ONLY THE SIGNS CONTROLLING PEDESTRIAN FLOWS ARE SHOWN. JJ�� M. ACCORDANCE WITH CURRENT CITY STANDARD SPECIFICATIONS IMMEDIATELY. OTHER WORK ZONE SIGNS WILL BE NEEDED TO CONTROL TRAFFIC CASE 4 M.0. [ . a+I= 4. THIRTY FOOT RAM ARE REOUIRED AT ALN, INTERSECTIONS WHERE THE _ ROADWAY IS REBUILT. TEMPORARY E STREETSBE MINIMUM OF 4'. I ait g 5. ACCESS TO ALL STREETS AND DRIVEWAYS TO BE MAINTAINED AT ALL TIMES. ' 2, REEF OF ANY W OBSTRUCTIONS AND AHAZARDS SUCH AS I HOLES,'DEBRIS MUD, CONSTRUCTION EOUIPMENT, STORED MATERIALS AND ETC. g, IF SIDEWALKS ARE DISTURBED AND HAVE TO BE REPLACED, HANDICAP ( FOR DETAILS SEE INDEX 600 ) < RAMPS ARE TO BE INSTALLED. 7. THE CONTRACTOR SHALL CONFINE HIS ACTIVE WORK AREA TO NO MORE 3. POST MOUNTED SIGNS LOCATED NEAR OR ADJACENT TO A SIDEWALK µY� THAN ONE BLOCK AT A TIME. SHALL HAVE A 7' MINIMUM CLEARANCE FROM THE BOTTOM OF SIGN S. THE ROADWAY SHALL BE RESTORED TO AT LEAST A LIMEROCK SURFACE BEFORE IT IS REOPENED TO TRAFFIC,AND BEFORE THE CONTRACTOR TO THE SIDEWALK. MOVES ON TO THE NEXT CONSTRUCTION ZONE. 4. THE CITY OF ATLANTIC BEACH PROHIBITS MIDBLOCK CROSSING OF PEDESTRIAN 9. DUST CONTROL MEASURES SHALL BE IMPLEMENTED ON ALL UNPAVED WHEN AN ALTERNATE ROUTE IS NOT FEASIBLE, CONTRACTOR SHALL PROVIDE AN ADA COMPLIANT PEDESTRIAN PATHWAY THROUGH THE WORK ZONE SURFACES UNTIL PAVED. WHEN SIDEWALK IS CLOSED. 10. WHERE CONSTRUCTION PHASING IS NOT SHOWN ON PLANS, OR IF CONTRACTOR WANTS TO ALTER THE PHASING SHOWN, CONTRACTOR IS TO CONDITIONS SUBMIT PHASING PLAN WITH A PROPOSED CONSTRUCTION SCHEDULE TO TRAFFIC ENGINEERING PRIOR TO CONSTRUCTION j 11. CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING DIVISION A WHERE ANY VECHILE. EOUIPMENT MINIMUM OF 5 WORKING DAYS PRIOR TO IMPLEMENTATION OF THE N.O.T. WORKERS OR THEIR ACTIVITIES ENCROACH ON THE SIDEWALKFOR WITMN 36 HOURS BEING DESTROYED OR DAMAGED. A PERIOD OF MORE THAN BD MINUTES 12. TRAFFIC SIGNAL VEHICLE LOOPS SHALL BE RESTORED TO PROPER OPERATION I ATLANTIC BEACH SUBJECT:W. PLA ZA ST. COUNTY: DUVAL PROPOSED AERIAL STATE: FLORID ACAN FACILITIESCITY OF IN NODE BED3� SHEET NO.: 4 OF 4® cast DATE: 4/7/10 5934 Richard St. RIGHT — OF — WAY PERMIT NODE: BE037 Jacksonville, FI. 32216 DRAFTED BY: LDI