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251 Levy Rd ROW18-0026 right of way permitCity of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 • Fax (904) 247-5845 F a E-mail: building-dept@coab.us JULity web -site: http://vmw.coab.us U 19 2n'3 APPLICATION NUMBER (Tobe assigned by the Building Department.) 1� t31N l c — 0-z G Date routed: APPLICATION REVIEWAND-TRACKING FORM Property Address: ,c,:,: L ey L( '> Applicant: Project: -' CA&k BC.if;-7(�cD Department review required Yes No Building Planning & Zoning Tree Administrator ublic Wo Utilities Pub ic-Z-afMy Fire Services Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection ❑Denied. Florida Dept. of Transportation (Circle one.) St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: PLANNING & ZONING APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. _]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 • Fax (904) 247-5845 JUL 19+3 E-mail: building-dept@coab.us City web -site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) CyW t 0 —oo- APPLICATION REVIEW AND TRACKING FORM Property Address: 4—E L &V Applicant: r, -1 ND&LA--1q �b--xF_,_r Project: _ I ��= 0—ABLk `L�v�-tom Department review re uired Yes No Building Planning & Zoning Tree Administrator ublic Wor Utilities .� Pubic a _..- Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management 'District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: Revised 05/19/2017 APP (CATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: �'-. y✓. Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. Not applicable PU ORKS Comments: UBLIC TILITIES %-Zo 1000 - PUBLIC SAFETY Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. [—]Not applicable FIRE SERVICES Comments: Reviewed by: Date: Revised 05/19/2017 RIGHT-OF-WAY / EASEMENT PERMIT Permit # Issued by the City of Atlantic Beach R C)\iQ i ? —C PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 251 LEVY RD Permittee AT&T Job 83E68276N - Tony Pellegrini Phone 904-777-9052 ext 258 Email rbonts@truenetcommunications.com Requesting Permission to Construct Proposing to place 108' of buried fiber cable, (2) bores (1) hand hole Please see plans for additional information. Location (Reference to Cross -Street) MEALY ST S and LEVY RD • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Richard Yeater (Project Superintendent) with Company Name Danella Construction Corp of FL Phone 904-575-0070 • All materials and equipment shall be subject to inspection by the Director of Public Works. • All city property shall be restored to its original condition as far as practical, in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation, as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within (p days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the holder will, at all times, assume all risk of and indemnify, defend and save harmless the City of Atlantic Beach from and against any and all loss, damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. • The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. in presence of Notary Public) Date -7/) 7 / / 7 STATE OF FLORIDA, COUNTY OF DUVAL The foregoing J greegoing instrument was acknowledged this �_ day of iA i/ 20 by _ t a rl %4 -Pe— I Ie G r ►-1 , who personally appeared before me and (printed name o ermittee) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. J, J D 441-t S Personally Known Signature of Notary Public, State of Florida Produced Identification (Type) =B:RENDAE519 I '/ PERMIT NOTES: M MAINTENANCE OF TRAFFIC WORKERS WILL UTILIZE M.O.T. CASE t CASE 660 FOR TWE PROPOSED b SWOWN TWROUGWOUT THESE DRAWIP SEE DRAWING 3 t 4 FOR TWE M.OT. REFERRENCES BURIED SYMBOL LEGEN Prgoo w Existing Dwalpflon e BURIED CABLE e BJ BUR JOINT -TR NCH BJ _D Z ENCLOSURE Q ZQ ENCLOSURE MANHOLE 251 N F—� PIPE/CONDUIT A -M R CA-MKR CABLE MARKE t — — B — — — — B — — BURIED SVC JOINT -TRENCH SVC -------- N/A BORE PROP SED HA if N/A CUT PAVEMENT i i N/A SPLICING PIT 2001@(M N/A TRENCH LEN bEPTH CONTACT INF RMATI N FOR THE ATRT BUILD 5UPERV15OR: AY FEL T N (q04) 735-5588 MITTING AGENCYi THE BELOW INFORMATION IS TWE ORIGINAL DRAFT PERSON WWO WAS DETAILED FIELD KNOWLEDGE OF THE PROPOSED WORK TO BE PERFORMED ON THIS PERMIT REQUEST AND SHOULD BE TWE FIRST POINT OF CONTACT WITH Q I!STIONS REGUARDING THESE FIELD CONDITIONS AND/OR CORRECTIONS TO TWIS PERMIT REQUEST. Permit submittal plans were prepared under the responsibility charge of Utility Company full-time employee Jonathan Maurer and are exempt from the signing and sealing requirements prescribed In Section 471 of the Florida Statutes. 'IT TrueNe t Communications a Fujitsu company DESIGNED BY: KEVIN STRICKLAND 904-654-6408 ATTSE PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF ATLANTIC BEACH 251LEVT RD PellegriniJony Phone: 904-727-1546 Authorization: Jonathan Maurer 83E68276N Dwg. I of 4 VICINITY MAP m ]> _D Z Q 251 N LEAVY RO Q WORK ZONE,",. r --gip LEVY RD PROP SED HA if LEXRO Ln _ < Z O W O cn N c � m U1tn N �O � Q CONTACT INF RMATI N FOR THE ATRT BUILD 5UPERV15OR: AY FEL T N (q04) 735-5588 MITTING AGENCYi THE BELOW INFORMATION IS TWE ORIGINAL DRAFT PERSON WWO WAS DETAILED FIELD KNOWLEDGE OF THE PROPOSED WORK TO BE PERFORMED ON THIS PERMIT REQUEST AND SHOULD BE TWE FIRST POINT OF CONTACT WITH Q I!STIONS REGUARDING THESE FIELD CONDITIONS AND/OR CORRECTIONS TO TWIS PERMIT REQUEST. Permit submittal plans were prepared under the responsibility charge of Utility Company full-time employee Jonathan Maurer and are exempt from the signing and sealing requirements prescribed In Section 471 of the Florida Statutes. 'IT TrueNe t Communications a Fujitsu company DESIGNED BY: KEVIN STRICKLAND 904-654-6408 ATTSE PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF ATLANTIC BEACH 251LEVT RD PellegriniJony Phone: 904-727-1546 Authorization: Jonathan Maurer 83E68276N Dwg. I of 4 LORAN ENV ROMENTAL 251 LEVY 0 I= - - - - - - - - - - - - - - - - HYDRANT - - - - - --- ----------------HYDRANT----- - 1 +1108' ---- POLE °253 MGNV J J m B 3 rf IS, + M 6 SMALL 6' TREE 9' 1 I U rr Lu 3= 23 011, UO 3 m D r N Ti LEVY RD Tree Bore Detail - NO Drainage Ditch Involved 24mIn. � min. B .�. /0, .�. min. m!n CROSS SECTION LOOKING WEST 24'min B 30' 9' W W J ♦ 36 mI& U O T 3 T � o G VARIES SEE DWG FOR MEASUREMENT CATV WATER CATV PED J Q: \ I I m 4 rr ui �3 - ----------------------------- - - - - -- - o� g U O °D s e e MGN � EXISTING 6M a 3 CATV PED I I \ I I W O 108' OF URI ED FIBER CABLE o 24' MIN DEPTH O O 30"X48"'HANDHOLE CL a 3 Os 10' 2' CT TO BORE TREE -R/W-----------------------------------------------------------------------------------I 36 EXISTING CABLE Q 10' 2' I LICT TO BORE TREE I 39 EXISTING CABLE I I I 3© EXISTING CABLE I I 40 EXISTING CABLE 41EXISTING CABLEN. I 3 43 EXISTING CABLE 42EXISTING CABLE pc 17' All Known Visible Utilities Have Been Identified -00-7mxr� Jonathan Maure ATTSE PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF ATLANTIC BEACH 251 Ill RD Designer: Pellegrini jony Phone: 904-727-1546 Authorization: 83EG8276N Dwg. 2 of 4 I I Cn I I W I O CL a 3 W W I All Known Visible Utilities Have Been Identified -00-7mxr� Jonathan Maure ATTSE PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF ATLANTIC BEACH 251 Ill RD Designer: Pellegrini jony Phone: 904-727-1546 Authorization: 83EG8276N Dwg. 2 of 4 DISTANCE BETWEEN SIGNS Speed Spacing (fL) A B 40 mph or less 200 200 45 mph 350 350 50 mph or greater 500 500 I cute t Device Spacing Speed (mph) Max. Distance Between Devices (ft.) 75L (ft) 10' Shldr. Type I or Type II Speed Cones or Barricades or Vertical (mph) Tubular Markers Panels or Drums Taper Tangent Taper Tangent L= WS' 60 25 25 50 25 50 30 to 45 25 50 30 50 50 to 70 25 50 50 100 +Midway between signs. SYMBOLS GENERAL NOTES ® Work Area 1. an four or more work vehicles enter the through traffic lanes in a one hour period or less (exclu ing establishing and terminating the work area), the advanced FLAGGER sign shall be substituted ■ Channelizing Device (See Index No. 600) for the ORKERS sign. For location of flaggers and FLAGGER signs, see Index No. 603. 2. SiOULDER WORK sign may be used as an alternate to the WORKER symbol sign only on the side Work Zone Sign where a shoulder work is being performed. r� Lane Identification + Direction of Traffic 3. an a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in accordance with other applicable TCZ Indexes. 4. FL general TCZ requirements and additional information, refer to Index No. 600. LAST zO DESCRIPTION: FY 2017-18 REVISION 1 FDG D 07/01/15 LU DESIGN DESIGN STANDARDS DURATION NOTES 1. Signs and channelizing devices maybe omitted if all of the following conditions are met: a. Work operations are 60 minutes or less. b. Vehicles in the work area have high-intensity, rotating, flashing, oscillating, or strobe lights operating. 8' minimum shoulder width YjL = Length of shoulder taper in feet W= Width of total shoulder in feet (combined paved and unpaved width) S = Posted speed limit (mph) CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN 2' TO THE EDGE OF TRAVEL WAY. INDEX TWO-LANE, TWO -WASE, WORK ON SHOULDER NO. 602 N/A - A TTSE )SED TELEPHONE FACILITIES ON RIGHT OF WAY OF ATLANTIC BEACH 251LEVT RD Pellegrinij SHEET 904-727-1546 NO. Authorization: I of 1 83E68276N Dwg. 3 of 4 Table II Taper Length - Shoulder Speed (mph) 8' Shldr. 75L (ft) 10' Shldr. 12' Shldr. Notes 25 28 35 42 L= WS' 60 30 40 50 60 35 1 55 68 82 40 72 90 107 45 120 150 180 L=WS 50 133 167 200 55 147 183 220 60 160 200 240 65 173 217 260 70 187 233 280 8' minimum shoulder width YjL = Length of shoulder taper in feet W= Width of total shoulder in feet (combined paved and unpaved width) S = Posted speed limit (mph) CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN 2' TO THE EDGE OF TRAVEL WAY. INDEX TWO-LANE, TWO -WASE, WORK ON SHOULDER NO. 602 N/A - A TTSE )SED TELEPHONE FACILITIES ON RIGHT OF WAY OF ATLANTIC BEACH 251LEVT RD Pellegrinij SHEET 904-727-1546 NO. Authorization: I of 1 83E68276N Dwg. 3 of 4 SYMBOLS ® Work Area ■ Channelizing Device (See Index 600) Work Zone Sign CR Required Locations For Either Temporary Or Permanent Curb Ramps. e=> Lane Identification + Direction of Traffic 4p4 Pedestrian Longitudinal Channelizing Device (LCD) with Mounted Work Zone Sign or separate Work Zone Sign H Pedestrian Longitudinal Channelizing Device (LCD) I 3213H SS0213 DETOUR O� tY 03SO13 H1VM301S p I 03SO10 Cn NI MMIS oo W m J U)m 0xQ 0 OLLJ m U) g Z1N m m O I � I MOO Q� I U IWA•— ano.1.30 � USE OTHER SIDE O o a 10,,. (f IJ ROAD WCA ORK AHEAD CROSSWALK CL�SURE AND PESESTRIAN ETOUR LAST 0 DESCRIPTION: REVISION 11/01/16 W W GENERAL NOTES 1. Route pedestrian traffic around work areas when construction activities encroach on the sidewalk for more than 60 minutes using the devices and remedies shown on this Index. Use project specific designs for scenarios not included on this Index. 2. For spacing of traffic control devices and general TCZ requirements refer to Index 600. The maximum spacing between barricades, vertical panels, drums or tubular markers is 25'. 7. Provide a 5' wide temporary walkway, except where space restrictions warrant a minimum width of 4'. Provide a 5' x S passing space for temporary walkways less than Sin width at intervals not to exceed 200'. 8.Provide a cross -slope with a maximum value of0.02 for all temporary walkways. 9. Temporary walkway surfaces and ramps must be stable, firth, slip resistant, and kept free of any obstructions and hazards such as holes, debris, mud, construction equipment and stored materials. 3. Use delineators on longitudinal channelizing devices separating the work area 10. Remove temporary walkways immediately after reopening of the sidewalk, unless otherwise noted from vehicular traffic. in the plans. 4. Cover or deactivate pedestrian traffic signal display(s) controlling dosed crosswalks. 5. Post mounted signs located near or adjacent to a sidewalk must have a 7' minimum clearance from the bottom of sign to the surface of the sidewalk. 6. When construction activities involve sidewalks on both sides of the street, stage the construction so that one sidewalk is in service at all times. If this is not feasible and both sidewalks must be closed, as determined by the Engineer, provide a detour to guide pedestrians around the construction zone. C=> FY 2017-18 FST DESIGN STANDARDS 11. Meet the requirements of Index 304 for temporary curb ramps. 12. Place pedestrian longitudinal channelWng device(s) across thefull width of the dosed sidewalk. For temporary walkways, similar to the Sidewalk Diversion, place LCD's to delineate both sides of the temporary walkway. CR in CR 2fnol3t7 DETOUR o � ■ � Ia3SOl0 �IldM301S • 0 I SIDEWALK CLOSED CR N • ~ DETOUR ano�0 10 Jvl ROAD (C 0 WORK AHEAD [ME m N M CR / AtlNUIItlM l� rmaiS3o3d PEDESTRUW CR WALKWAY ROAD WORK AHEAD A TTSE )SED TELEPHONE FACILITIES ON RIGHT OF WAY OF ATLANTIC BEACH 251LEVT RD SIDEWALK DETOUR SIDEWALK DIVERSION Pellegrini jony Phone: INDEX SHEET 904-727-1546 PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS NO. NO. Authorizotion: 660 1 of 1 83E68276N Dwg. 4 of 4