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298 AQUATIC DR - RIGHTOF WAY DRAWINGS 298 AQUATIC DR. CITY PERMIT - COVER ' ^F ggry Mayl C(/ JOB SITE w13 '. . l Ito n Fe1 T o Ti L ~P AIRPORT s P9 i"F,1, S Ate$ S. ij CL s� $ DG pil y � NGTON T F ATLANTIC II y JUAN g L JOB SITE ' J NRNER SURER 11J WIL TIM A _ 0� Fleet Reserve y73 J S M SSM a 7 I. i 74 2 F V0 '�.r` •<o,b S R E%s1��y g€E Rey E3.. '�tw�•y. i�., I' elf Ston ge s ?"at rr � <tq �, ;�'� ,� _p- "•k�° .C,�; a Rs ::3 as u; f'J'�{.»�1:."�.�'�,'i m urce,In �1 VICINITY MAP , SCALE: NONE " ,tea, Royal Palm Vfllage a �, Wine&Tapas ._ Avesta Seaside 1.a4 fvlttxesS ABC IF �s6 Sally Beauty Supply Gulharle's Irish M. r_. Pena g ftestauf nt 41 Little.Caesars Pizza ; The UPS Stare ' s Atlslitic Sell'Storage ^ AtIantic Self Storage _. ■ F'O 1 Imports Wells Fargo,BaIk � �f M4 `Psnera Bread At antic Blvd Atl Iniic Blvd Atlantic Blvd � r. �� a rtw Atlantic:Blvd w Do r� 6 AutoZone Wnaiabut er 1`i U`di uts Grill'' Psrsons Seeibmi SIE MAP Duval County l rftD rs Inn Neptune : NONE 'Ie ClleEor!` p PROJECT TOTALS PROP. BURIED CATV: 859' PROP. OH CAN: 0' MOT NOTES TRAFFIC CONTROL SHALL COMPLY WITH FEDERAL MANUAL TOTAL PROP. CAN: 859' (0.17MI.) ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND 298 AQUATIC DR F.D.O.T. DESIGN STANDARD #N0. 600. SUBJECT: COUNTY: DU VAL PROPOSED U/G CAN STATE: FLORIDA AL CITY LA N T I C BEACII , FACILITIES ON AQUATIC DR.�.� SHEET N0.• 1 OF 6 COMCAST DATE: 11/22/2016 060 PROPRIETARY AND CONFIDENTIAL p N�A MAP: BETON 5934 Richard St RIS T UA .A PERMIT DRAFTED BY: J COMPTON Jacksonville, FL 32216 298 AQUATIC D H. CITY PERMIT NOTES & TYPICAI-JIS 2' 2' PROPOSED 2" HDPE CONDUIT w TYPICAL DRIVEWAY DIRECTIONAL BORE USE CASE 1 M. O .T. N.T.S. Q CITY OF ATLANTIC BEACH UZG NOTES LEGEND �...� ALL PROPOSED CONSTRUCTION WILL BE PER CITY OF X POWER POLE BORE M ATLANTIC BEACH SPECIFICATIONS AS WELL AS ALL NESC POWER TRANSFORMER POLE ------------- w SAFETY CODES. ® SWALE/DITCH ® JOINT USE TRANSFORMER POLE o G o GUARD RAIL ALL UTILITIES LOCATED BY ALL PROPOSED CATV WILL BE WITHIN THE CITY OF ATLANTIC O PHONE POLE o 0 0 0 0 o FENCE LINE VISUAL INSPECTION, TO BEACH RIGHT—OF—WAY. CAN POLE PROPOSED OVERHEAD CATV ALL PROPOSED UNDERGROUND CAN WILL BE BURIED A (S) STEEL POLE — — -- — -- — — PROPOSED BURIED CAN VERIFIED BY LOCATES. MINIMUM OF 24" DEEP. EXCEPT BORES 36" DEEP. © CONCRETE POLE EXISTING OVERHEAD CAN NOTIFICATIONS TO ALL UTILITIES INVOLVED WILL BE MADE ® JOINT USE POLE — — — — — — — — EXISTING BURIED CAN EOT REPRESENTS EDGE OF PRIOR TO CONSTRUCTION. ® RISER - - - - - - - - - - OVERHEAD ELECTRIC TRAVEL NOT TRUE EDGE OF —�Q ANCHOR --- --- -------�-"-- BURIED ELECTRIC PAVEMENT. LOCATES WILL BE REQUIRED IN ALL PROPOSED ——I I OVERHEAD GUY ------ ---�----�- ---— GAS UNDERGROUND AREAS AT LEAST 48 HRS. PRIOR T CONSTRUCTION. ❑V CAN FIBER VAULT OVERHEAD TELEPHONE LIS' TRAFFIC SIGNAL VAULT BURIED TELEPHONE E/P REPRESENTS THE TRUE ALL PROPOSED UNDERGROUND CAN ROAD BORES WILL USE ( TRAFFIC SIGNAL POLE - SANITARY SEWER EDGE OF PAVEMENT. CITY APPROVED DIRECTIONAL BORE MACHINE, AS ELL AS CITY APPROVED CONDUIT. TRAFFIC SIGNAL BOX • - STORM SEWER �► CROSS SECTION REFERENCE — '— WATER EOD REPRESENTS THE EDGE OF ALL PROPOSED CAN DIRECTIONAL BORES WILL E NDA ???'AERIAL FOOTAGE ----------- CENTERLINE DIRT. MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT. U/G FOOTAGE EDGE OF PAVEMENT ???' ALL PROPOSED CAN DRIVEWAY BORES WILL EXTEND A / REFERNCE POINT BACK OF CURB HAND DIG TRENCHES 36" DEEP MINIMUM OF 2' BEYOND THE EDGE OF PAVEMENT. —'•�••—•••—••—••—® RIGHT OF WAY STORM DRAIN ACROSS DIRT ROAD. 298 AQUATIC DR BEACH , PROJECT: COUNTY: DUVAL PROPOSED U/G CAN STATE: FLORIDACOMCAS- CITY ATLANTIC FACILITIES ON AQUATIC DR. SHEET NO.: 2 OF 6 PROPRIETARY AND CONFIDENTIALRIGfvIT - OF - WAY DATE: 11/22/2016 PERMIT N�A MAPF BE060 5934 Richard St Jacksonville, FL 32216 DRAFTED BY: J COMPTON 298 AQUATIC D CITY PERMIT LEGEND Shoulder Work Shoulder Work With Minor Encroachment U Channefizina Dem M. O .T. CASES (2'-15' From the Edge of Pavement) (Within 2' of the Edge of Pavement) Lane Closure on a Two—Lane Road U" FlaggerS"—w (Maintaining two—way traffic in two travel lanes) (Two Flagger Operation) Poitabli sig"S'wo't t=,� A—Display High Level warning D.rio. Work Area MI11M111I.1 3 zl.•- j ;>+� Wamlrq Sign MID—BLOCK SIDEWALK CLOSURE s 0 SIGN SPACING ,-.. ROAD TYPE DISTANCE BETWEEN SIGNS" i I _ A B c URBAN(low speed) 100 100 100 URBAN(high speed) 330 330 350 I II t Ei RURAL 1500 500 600 CAS __ Ew•�ay/Freeway 1.000 1.500 2.640 E 1 M .O I CAS E 2 M O.T. CAS E 3 M .O.T. >45wo-high spe d -SPEED CMEOW TO BE DETERMINED BY HOMY AGENCY c �a A CASE 3 MOT SHALL ONLY BE IMPLEMENTED "o6rANLFs ARE SHOWN IN FEET.1"COU NIFADDIG A AND c ARE THE DINIEJ6pNS WHILE CONTRACTOR PERSONNEL ARE �S�NfIuOMt�c1N�)I�N FMA 6H-1 THROUGH°H'46 Di THE ° UNIFORM TRAFFIC CONTROL DEVICES M PRESENT. DURING OFF HOURS THIS MOT $ICN.IIETB DIMENSION 6Is usTA BETWEEN DW490M IS THE DISIANCE�THE sT11ANSIMM OR POINT�THE REsc�DOW4 aN IS FOIST M - THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.ME THIRD SIGN IS THE FIRST ONE IN THE TREE-BION s�t7Ew.+�ix SHOULD BE REMOVED AND TWO LANES OF SERIES ENCOLWERED tK A DRNER APPROACHING;AA7RIIFFW CONTROL MW TRAFFIC RESTORED. NOTE:LO NGITUMOL DIMENSIONS ARE TO BE ADIUSrED TO FIT FIELD CONDITIONS.SEE n=WIN No.GOO W m T , m TAPER LENGTH CRITERIA v m TYPE OF TAPER TAPER LENGTH(L)* M Lane Closure in Advance of an Intersection MERGING TAPER AT LEAST L W I m c' (Work Area on the Through Road) SHIFTM TAPER AT LEAST 0.61. //�� m c�os�LOSEo SHOULDER TAPER AT LEAST 0.331. M 33 ONE LANE.TWO WAY C/) TRAFFIC TAPER 100 Fi.MAXIMUM X Work in Travel Lane or a Minor Urban Street DOWNSTREAM TAPER 100 FT PER LANE T (Maintaining Two—Way Traffic) *FORMULAS FOR L ARE AS FOLLOWS IFOR SP® EE LIMITS OF 40 MPH OR LESS FOR SPD LIMITS OF 45 MPH OR GREATER L-WE L-WS 80 WHERE.L-TAPER LENGTH IN FEET I` W-WIDTH OF OFFSET'IN FEET S-POSTED SPEED LIMIT M~ ALL ROAD CROSSINGS SHALL BE DONE IN MAINTENANCE OF TRAFFIC REQUIREMENTS l 1 1 ONE DAY. CROSS STREETS ARE TO BE RESTORED TO TWO LANES OF TRAFFIC (� (� 1, ANY MODIFICATIONS OF THIS MAINTENANCE OF TRAFFIC PLAN SWILL BE 6 DURING NON—WORKING HOURS. SUBMITTED TO THE CITY OF ATLANTIC BEACH,TRAFFIC ENGINEERING DIVISION I �fl 'o FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION. T� 2. PROJECT WORK HOURS ARE BETWEEN 7:00 AM TO 7:00 PM ON I CASE 5 M O.T. RESIDENTIAL STREETS,AND 9:00 AM TD 4:00 PM ON COLLECTOR OR UkN MINIMUM 11' WIDTH FOR EACH TEMPORARY II 3. CONTRACTOARTERIAL R MUST MAINTAIN EXISTING SIGNING. IF SIGNS ARE DAMAGED E. IF 11' CANNOT BE MAINTAINED, A DUE TO HIS ACTIVITY,THE CONTRACTOR IS REQUIRED TO REPLACE THEM IN CASE 3 MOT MUST BE USED. j :! ACCORDANCE WITH CURRENT CITY STANDARD SPECIFICATIONS IMMEDIATELY. GENERAL NOTES c^� 4• THIRTY FOOT RADII ARE REQUIRED AT ALL INTERSECTIONS WHERE THE - ----_-- = ROADWAY IS REBUILT. CAS E M .O.T. -` a� S. ACCESS TO ALL STREETS AND DRIVEWAYS TO BE MAINTAINED AT ALL TIMES. 1. ONLY THE SIGNS CONTROLLING PEDESTRIANFLOWS ARE SHOWN. P c� j o — 6. IF SIDEWALKS ARE DISTURBED AND HAVE TO BE REPLACED, HANDICAP OTHER WORK ZONE SIGNS WILL BE NEEDED TO CONTROL TRAFFIC I I ' RAMPS ARE 70 BE INSTALLED. ON STREETS. 2. TEMPORARY WALKWAYS SHALL BE A MINIMUM OF 4' WIDE AND KEPT 7. THE CONTRACTOR SHALL CONFINE HIS ACTIVE WORK AREA TO NO MORE THAN ONE BLACK AT A TIME <i 6. FREE OF ANY OBSTRUCTIONS AND HAZARDS SUCH AS HOLES, DEBRIS, THE ROADWAY SHALL BE RESTORED TO AT LEAST A UMEROCK SURFACE MUD, CONSTRUCTION EQUIPMENT, STORED MATERIALS AND ETC. °�a ( FOR DETAILS SEE INDEX 600 ) BEFORE IT IS TO THE NEXT CONSTRUCTION AND TRAFFIC. BEFORE THE CONTRACTOR IIIMOVES 3. POST MOUNTED SIGNS LOCATED NEAR OR ADJACENT TO A SIDEWALK 9. DUST'CONTROL MEASURES SHALL BE IMPLEMENTED ON ALL UNPAVED SHALL HAVE A 7' MINIMUM CLEARANCE FROM THE BOTTOM OF SIGN SURFACES UNTIL PAVED. TO THE SIDEWALK. 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. CONDITIONS 12. TRAFFIC SIGNAL VEHICLE LOOPS SHALL BE RESTORED TO PROPER OPERATION WITHIN 36 HOURS OF BEING DESTROYED OR DAMAGED. CONTACT PAT THEIR ACTIVITIES 4a AT 247-5826 OR GEORGE WORLEY AT 247-5826 A MINIMUM OF WORKERS OR THEI WHERE ANY LE, EQUIPMENT 48 HOURS PRIOR TO WORKING NEAR A SIGNALIZED INTERSECTION. ENCROACH ON THE SIDEWALK FOR A PERIOD OF MORE THAN 60 MINUTES 298 AQUATIC DR SUBJECT. COUNTY: DU VAL CITY O ATLANTIC BEAC PROPOSED U/G CATV STATE: FLORIDA FACILITIES ON AQUATIC DR. COMICAST ' SHEET NO.: 3 OF 6 PROPRIETARY AND CONFIDENTIAL DATE: 11/22/2016 5934 Richard St RI G HT - OF - WAY PERMIT N/A MAP:N/A Jacksonville, FL 32216 DRAFTED BY: J COMPTON 298 A DR. CITY PERMIT PLAN VIEW �mm" 0 25' 50' LO 0 Lu w y: _ -" -o W - 5-31 "V7W z n PROPOSED U/G CAN FACILITIES 'SC �m o -a PROJECT START Z PROPOSED U/G o CAN FACILITIES �o TIE INTO EXISTING CATV FACILITIES 298 AQUATIC DR M216 SUBJECT: COUNTY: DU VAL in woCITY OF ATLANTIC BEACH , FL PROPOSED U/G CAN STATE: FLORIDA 1 FACILITIEs ON AQUATIC DR. SHEET NO.. 4 OF 6 COMCAST DATE: 11/22/2016 PROPRIETARY AND CONFIDENTIAL RIG11T - OF - WAY P N/A P• BE060 5934 Richard St N/A Jacksonville, FL 32216 DRAFTED BY: J COMPTON 298 AQUATIC DR. A SEE MATCHLINE A—A ON SHEET # 4 A CITY PERMIT PLAN VIEW 0 ti yyyy M a^ N 0 25' 50' PROPOSED U/G-/// /G �o CAN FACILITIES �- W i PROPOSED U/G CONSTRUCTION j D/W BORE FENCE t, PROJECT FINISH N } 1 PROPOSED U/G n 4 W CAN FACILITIES o y TIE INTO EXISTING \ CAN FACILITIES I td p CQRIIIC �^ \ N`IT&ANCE 326' — -- —————— — _ �__ -- -" / a � -R/W 44 /C MEDIAN _ —�- � �_ - ----— EDIAN ___ /C ..� -► /C � 'ter-- -- ----� R/W -_ I / COMMERICAL COMMf iCt ' ENTRANCE �► I 1 ' 298 AQUATIC DR SUBJECT: COUNTY: DU VAL ATLANTIC BEACHF L PROPOSED U/G CAN STATE: FLORIDA CITY FFACILITIES ON AQUATIC DR. SHEET NO.: 5 OF 6 COMCAST DATE: 11/22/2016 PROPRIETARY AND CONFIDENTIAL RIGHT - OF - WAY PERMIT N�A MAP: BE060 5934 Richard St !DRAFTED BY: J COMPTON Jacksonville, FL 32216 298 AQUATIC DR. CITY PERMIT CROSS SECTIONS CROSS SECTION FROM TAG "A" N.T.S. R/W I R/W r, GAS; 1 1 r _ —12— —12 r PROPOSED U G a —24— -24"— CATV FACILITIES —36a— 1 I 1 —36a- 1 1 —48a— FF' —48"- -60"— —60"— �W R/W R/W nn� GROSS SECTION FROM TAG "B" N.T.S. M--I R/W I R/W F—I 6 4 8. *s, { ,> _' �,.,g . 7-k�y- '�N PROPOSED_U,G -- _ I CATV FACiL LIES — i ---_- i 41 I 1 _� _,.✓.�.G...-"'_`"'` ,r".,,,". .r"L %,r ( �=? /r", "'' --ram'�"' ✓ -��— i �- ---- —0- -, - r_ —24"- -36 1 1 1 I 1 —o r — —48"- 60" R/W R/W 298 AQUATIC DR SUBJECT: COUNTY: DU VAL CITY OF ABEACH , FL PROPOSED U/G CAN STATE: FLORIDA FACILITIES ON AQUATIC DR. SHEET NO.. 6 OF 6 COMCAST DATE: 11/22/2016 PROPRIETARY AND CONFIDENTIAL RwR[ GHT - OF - WAY ET N�A:5934 Richard St MAP: BE060 Jacksonville, FL 32216 DRAFTED BY: J COMPTON