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299 Atlantic Boulevard ROW20-0013 C. RIGHT OF WAY PERMIT PERMIT NUMBER J r r\ CITY OF ATLANTIC BEACH ROW20-0013 \ v~ 800 SEMINOLE ROAD ISSUED: 6/18/2020 X11>' ATLANTIC BEACH. FL 32233 EXPIRES: 9/16/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. I JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: RIGHT OF WAY COMMERCIAL approx. 287 ft. ug conduit 299 ATLANTIC BLVD RIGHT OF WAY along Atl. Blvd. to One $0.00 Ocean TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 172531 0000 ATLANTIC BEACH TERRACE COMPANY: ADDRESS: CITY: STATE: ZIP: ESSENTIA, INC 10130 MALLARD CREEK RD CHARLOTTE NC 28262 OWNER: ADDRESS: CITY: STATE: ZIP: SOUTHCOAST CAPITAL 1600 INDEPENDENT SQ JACKSONVILLE FL 32202-5018 PRTNSHIP LTD WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Dale: 6/18/2020 1 of 2 `S-Ali-ry;, RIGHT OF WAY PERMIT PERMIT NUMBER dri ,01, CITY OF ATLANTIC BEACH ROW20-0013 ISSUED: 6/18/2020 800 SEMINOLE ROAD � " .:;`,1,�—jr EXPIRES: 9/16/2020 � �� ATLANTIC BEACH, FL 32233 2 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. .3 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 4 PUBLIC WORKS AS-BUILT INFORMATIONAL Notes: Contractor must submit As-Built plans to City within 30 days after completion of project. 5 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: A permit from the City of Neptune Beach is required for this work to be done also. 6 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: PUBLIC UTILITIES UTILITY MAP INFORMATIONAL Notes: See attached Utility Map. f FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT TOTAL: Issued Date:6/18/2020 2 of 2 „:;i._:-.,1,,,,:, City of Atlantic Beach APPLICATION NUMBER J1 , ;. Building Department (To be assigned by the Building Department.) < L_ 800 Seminole Road ����/�M ""” ' Atlantic Beach, Florida 32233-5445 ,�y tYIt!�j Phone(904)247-5826 • Fax(904)247-5845 / 1 ✓ ;,.,i�� E-mail: building-dept@coab.us Date routed: 0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: :297 ;L .57/ Department review required Yes No Building Applicant: , h/1C"/ , Planning &Zoning ` � G/ j min' trator Project: fy /1 / Public Worksj Y ��- (((/// Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By /' D Florida Dept. of Environmental Protection l/ Florida Dept. of Transportation St. Johns River Water Management District Perg* * Army Corps of Engineers Division of Hotels and Restaurants 01 Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: rAproved. I 'Denied. I 'Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: . j% 2 _ Date: -f _ TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. INot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. ['Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ''14,,, RIGHT-OF-WAY/ EASEMENT PERMIT APPLICATION **ALL INFORMATION City of Atlantic Beach HIGHLIGHTED IN GRAY IS 800 Seminole Road,Atlantic Beach, FL 32233 REQUIRED. PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address Ma cB'va(0 "(MM 1 Ocean Blvd m2o7Atlantic Blvd Permit Number Row 2 0 -0013 Contractor Information Company MCI Metro Access Transmissions Services Corp. Qualifying Agent Michael G. Buss Address"0 International Parkway City Richardson State TX Zip 75081 Phone(972)58G-1549 Email marvin.fisher@verizon.com State Certification/Registration #CUC1225198 Architect Phone Email Engineer Keely Lane Phone(910)233-8858 Email keelyJanetgessentia-inccom Workers Compensation Insurers OR ExemptnExpiration Date • 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 Public Works Director, 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 Public Works Director 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 Michael G. Buss (Project Superintendent) with (Company Name) Essentia Inc. Phone(727)421-9108 • All materials and equipment shall be subject to inspection by the Public Works Director. • 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 30 days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Public Works Director 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 Public/� Works Dire or shall be notified 24 hours prior to starting work and again immediately upon completion. // '`` Date (7T//y 2(2,2 0 Permittee(signed in presen e of Notary Public) /' STATE OF FLORIDA,COUNTY OF DUVAL � ___‘;;,..Ci____, r " The foregoing gins ument was acknowledged this___/_ i 1 day of Jam// ,20 by f J(LY/I(\J ;—)bier 1/ w appeared befor'eem�p an (printed name of Permittee) PAYDRA EDWARD i k'ev =N Votary Public.State of Florida acknowledged at he/she signed the instrument voluntarily for the purpose expressed in it. _° r;�',r ' Commission#GG 356059 trwry ply comm.expires July 30.2023 c t/ /�� ��i(,C{�(L�' z7 [ ] Per ovally Known,._ ._-. Signa 1e of ary Publi .te of Florida [ oduced Identification(Type) -1-1_1.,) (-/ I H:\•pplications&Forms\Word Documents\201801001 Right-of-Way Easement Permit Application.docx Revision Date:10/1/18 PROJECT TEAM MCI METRO ACCESS DRAWING INDEX , / 1---.01c-},---1 TRANSMISSION SERVICES CORP. CBB DESCRIPTION REV MCI metro CONSTRUCTION ESSENTA,INC. 1301b MALLARD CREEK ROAD.BUTTE PROJECT TITLE: JACKSONVILLE ONE FIBER 1 COVER SHEET 226,2020 ` 1 CHARLOTTE.NC 28262 ODN 36 '"002 GENERAL NOTES 2/262020 CONTACT MIKE BUSS 3-003 SYMBOLS KEY 2126,20X1 ssen Ion PHONE.(727)421-9108 PROJECT NUMBER: 074664-001 G-000 BILL OF MATERIALS 2262020 10130 MALLARD CREEK ROAD.SURE 303 ENGINEER ESSENTA.INC. PROJECT TYPE: CONSTRUCTION - 2262020 CHARLOTTE,NC 2&263' 10130 MALLARD CREEK ROAD,SUITE C-101PLAN SHEETS 300C-101 1 CHARLOTTE.NC 28262 FROM: 1 OCEAN BLVD C401 CONSTRUCTION DETAILS 2262020 PHONNE`910233-BBSBE TO: 207 ATLANTIC BLVD Cs02 SIDEWALK DETAIL 226/2020 VERIZON CONTACTS. JURISDICTION: CITY OF ATLANTIC BEACH 0-503 24XBOX30 HANDHOLE DETAIL 2262020 C-504 24)(36X24 HANDHOLE DETAIL 2262020 PROJECT ENGINEERS MARVIN FISHER C-TOT BACKBONE SPUR DETAIL 2262020 (904)687-081 DUSTIN MILLER 811. (904)426-4932 KEITH THOMPSON (362)596-1736 % PROJECT MANAGER LABIUM BLOOM Know what's below. 02)2014)320 Call before you dig. REVISIONS / ` / REV DATE DESCRIPTION DRAFTER UTILITIES LOCATION MAP ELECTRIC BEACHES ENERGY SERVICES (904)247-0241 GAS BEACHES ENERGY SERVICES ..1,/ (904)247-0241 CABLE TV COMCAST 16001934-6489 �' O 1' ca / TELEPHONE AT&T 9 c n Quin,— (844)723-0252 MATERIAL LIST QUANTITY WATER/SEWER JACKSONVILLE ELECTRIC AUTHORITY 9 MATERIALS (904)665-0250 ESTIMATED ACTUAL - p,-,. Ahem St „,50,-,`:. Atwm 51 t GOVERNMENT \ D Q The Spa 81 One Ocean OFe4c60 9 Q CITY OF ATlANTIC BEACH: 1,11,,m/U Reach (tag l n,le l avnn /k coos 103 4 .0oI sU R.5,1114 OPERATIONS SUPERVISOR JENNIFER JOHNSTON 19011217-5818 0 Neptune il. PROJECT NUMBER BUILDING OFFICIAL DAN ARLINGTON074664-001 (904)2475813 IJ Shark Al Q(. Atlantic Blvd PROJECT PERMIT TECHNICIAN TONI GINOLESPERGER JACKSONVILLE ONE ONE FIBER 190412475852 BUILDING INSPECTOR MIKE JONES FROM (901)247-5844 &jay Io H,1 FI,,5 1uu,n,T„! 327 ATLANTIC BLVD STATE: TO 1 OCEAN BLVD RIGHT-OF-WAY USA KRAUS p (386)961.7157 Vesza Luna 01310c-NI, / SHEET TITLE DISTRICT ENGINEER(DUVAL) JULIAN MCKINLEY,P.E. / (904)3665205 COVER SHEET Regions Rani, Fl DEPT OF PUBLIC SAFETY: © ., / Neptune Beach FLORIDA HIGHWAY PATROL GROUP G (904)095-4000 Police DepartmentSHEET NUMBER 1 7322 NORMANDY BLVD A GO,KJlC JACKSONVILLE.FL 32205 l\ G-001 CONSTRUCTION NOTES CLARIFICATION NOTES ( .(1/L 1. ALL CONDUIT WILL BE 2 ID SCHEDULE 40(i.A PVC OR BSP/GSP.MANUFACTURED ,/1Y1`I' ti SPLITONACVC OR SIS LIT RESPONSIBLE FOR UNLESS NALL SPECIFIED. 1. 1, STATION MCI Jme1tro 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES C HOURS PRIOR 2 2. LOCATION I.D. TO CONSTRUCTION ACTIVITY.SEE CONTACT LIST FOR CONTACT NAME AND S 3. CQUANTITY. NO..MIANMUM COVER TELEPHONE NUMBER. L 4. WALL.LINEAR/SQUARE SIZE OF HANDHO FOOTAGE AROSE.DIMENSION OF 3. ALL UNDERGROUND OBSTRUCTIONS.WHEN LOCATED,WILL REQUIRE THE WALL. SIZE OF PULVSPLICE 0. DRA.DRAWING AND T'PE. PLACEMENT OF("MANUFACTURED SPLIT PVC.BSP/CSP OVER OR UNDER EACH 6. 5. PLATACHO.NTI TYPICAL DETAIL DWG.NO. sserbo® OBSTRUCTION. ]. S. PUNT ACCOUNTING CODE CC ` A. SHORING MAYBE REQUIRED AND SHALL COMPLY TO O.S.HA.STANDARDS. 7. SPECIFIED CONDUIT,HANDHOLE NO.,MANHOLE NO., 5. ALL BURIED CONDUITCABLE WILL BE PLACED AT 42-MINIMUM COVER UNLESS SPECIFIED PURPOSE AND MATERIAL.BRIDGE NO.AND RR 10130 MALLARD CREEK ROAD,SURE SBD SPECIFIED OTHERWISE ON THE CONSTRUCTION DRAWINGS. STATION.MATERIAL.POLE NO. CHARLOTTE NC 2025 5. MECHANICAL PROTECTION SHALL BE REQUIRED ANYTIME AT 38"MINIMUM COVER IS OBTAINABLE UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION 100 110 JACK AND DRY BORE CONDUITS) DRAWINGS. 7. ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM38.7 200 210 PLACE CONDUIT RADIUS UNLESS SPECIFIED OTHERWISE.ALL SPLIT CONDUIT BENDS AND SOLID 212 PLACE HIGH DENSITY POLYETHYLENE(HOPE) PVC BENDS SHALL REQUIRE CONCRETE ENCASEMENT.UNLESS SPECIFIED 213 ROCK ADDER OTHERWISE. 214 SLURRY BACKFILL ADDER S. CONTRACTOR SHALL CONTACT OPERATIONS PERSONNEL 18 HOURS PRIOR TO 215 EXPOSE CONDUIT CONSTRUCTION.SEE CONTACT UST FOR CONTACT NAME AND TELEPHONE 218 EXPOSE CONDUIT AND RELOCATE NUMBER. 217 EXPOSE CONDUIT AND REPLACE/SUBSTITUTE 9 ALL STATIONING IS BASED ON FIELD DATA.VARIANCE SHALL BE ANTICIPATED. 216 EXPOSE AND REMOVE CONDUIT ADJUST AS REQUIRED. 21(1 EXPOSE AND REMOVE CONDUIT(ABANDONED) 10. RAILROAD COMMUNICATION AND SIGNAL CABLES SHALL BE LOCATED PRIOR TO 220 CONCRETE ENCASE CONSTRUCTION.RAILROAD COMPANY SHALL BE NOTIFIED 48 HOURS PRIOR TO 221 REMOVE CONCRETE ENCASEMENT CONSTRUCTION. 222 REMOVE CONCRETE CAP 11 ALL BURIED CABLE MARKER POSTS AND HARDWARE PLACED AND/OR REMOVED 240 PLACE HANDHOLE ON ALL NEW AND EXISTING ROUTES SHALL BE IMPLEMENTED AS FOLLOWS 245 RELOCATE HANDHOLE 11.1. ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN A NORTH TO SOUTH 246 REPLACESUBSTITUTE HANDHOLE GEOGRAPHICAL ORIENTATION,THE SOUTHERN-MOST SIGN AND POST SHALL 247 EXCAVATE SPLICE PIT BE REMOVED. 250 PLACE MANHOLE REVISIONS 11.1.1. FOR NEW ROUTES BEING CONSTRUCTED.ONE SIGN POST WILL BE 252 REMOVE EXISTING HANDHOLE PLACED AT THE NORTH END OF EACH HANDHOLE. 255 RELOCATE PRECAST NAHOLE REV DATE DESCRIPTION DRAFTER 11.2. ON THOSE ROUTES THAT ARE CONSIDERED TO BE INA EAST TO WEST 256 REPLACE/SUBSTITUTE PRECAST MANHOLE GEOGRAPHICAL ORIENTATION.THE WESTERN-MOST SIGN AND POST SHALL 280 CONSTRUCT WALL BE REMOVED. 270 REMOVE AND RESTORE ASPHALT 11.2.1. FOR NEW ROUTES BEING CONSTRUCTED.ONE SIGN POST WILL BE 280 REMOVE AND RESTORE CONCRETE PLACED AT THE EAST END OF EACH HANDHOLE. 281 REMOVE AND RESTORE SIDEWALK 282 REMOVE AND RESTORE CURBING 300 310 ATTACH CONDUIT TO WALL OR STRUCTURE 315 DETACH CONDUIT FROM WALL OR STRUCTURE 320 CORE BORE 330 ATTACH PULUSPLICE BOX TO WALL OR STRUCTURE 100 110 PULL CABLE MATERIAL LIST \ 111 PULL THROUGH DUCT ONNERDUCT) GENERAL NOTES QUANTITY MCI COMPRISES OF THE FOLLOWING OPERATING ENTITIES 415 REMOVE CABLE FROM CONDUIT MATERIALS 1 420 REPOSITION ACTIVE CABLE SLACK ESTIMATED ACTUAL 1.1. BROOKS FIBER PROPERTIES 12 MCI METRO ACCESS TRANSMISSION SERVICES.LLC 500 10 DIRECT BURY CABLE 1.3. MCI NORLOCOM NETWORK SERVICES.INC. 1.4. SOUTHERNET.INC. 15 EXPOSE DIRECT BURIED CABLE 13. MFS TELECOM,INC. 16 EXPOSE DIRECT BURIED CABLE AND RELOCATE 1.6. TELECOM USA,INC. 17 REMOVE AND DISPOSE OF CABLE 1.7. INTERMEDIA.INC. 20 PLACE AERIAL CABLE SOUTHERNET SYSTEMS,INC. 25 RELOCATE AERIAL CABLE I,A. MCI WORLDCOM NETWORK SERVICES OF VIRGINIA.INC. 26 DELASH AERIAL CABLE 1.10. MCI METRO ACCESS TRANSMISSION SERVICES OF VIRGINIA.INC 27 RELASH AERIAL CABLE 2 ALL WORK TO BE DONE WITH EXTREME CAUTION.FIBER OPTIC CABLE IS 28 REMOVE AERIAL CABLE CARRYING TRAFFIC,AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE. 30 PLACE POLE/PUSH BRACE CONTRACTOR SHALL NOT WORK IN A MANNER THAT MAY AFFECT 35 REMOVE POLE/PUSH BRACE TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN MCI EMPLOYEE OR CERTIFIED CONTRACTOR. 600 10 JETTING CONDUIT 3. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITHE THE APPLICABLE 20 EMBEDMENT PLOW CODES OR REQUIREMENTS OF ANY REGULATING GOVERNMENT AGENCY,MCI 30 DIRECTIONAL BORE TELECOMMUNICATIONS CORPORATION,OR THE RIGHT-OF-WAY GRANTOR. PROJECT NUMBER. 1. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS 700 10 PLACE BURIED CABLE MARKERS AND SIGNS/MWCOM WATER CROSSING SIGNS 074861001 AND FIELD OBSERVATIONS.BUT ARE NOT NECESSARILY EXACT.THEREFOR. 1I PLACE ISOLATOR/PROTECTION SYSTEM AT EXISTING HANDHOLESMANHOLES PROJECT TITLE. UTIUTY LOCATIONS WILL BE VERIFIED AT LEAST 100 FEET IN ADVANCE OF 12 REMOVE BURIED CABLE MARKER POST/HARDWARE TRENCHING OR PLOWING.SO THAT CHANGES IN CABLE PLACEMENT CAN BE JACKSONVILLE ONE FIBER t1 REMOVE CONCRETE BURIED CABLE MARKER POST MADE IN EVENT OF CONFLICTS. 5 ALL KNOWN BURIED OBSTRUCTIONS ARE SHOWN ON THE CONSTRUCTION FROM DRAWINGS.ANY AND ALL OTHERS ENCOUNTERED ARE ALSO THE 327 ATLANTIC BLVD RESPONSIBIUTY OF THE CONTRACTOR TO LOCATE,PROTECT,AND REPAIR,IF DAMAGED. TO. 5. ANY AND ALL IMPROVEMENTS.SUCH AS ASPHALT OR CONCRETE PAVEMENT, \ I OCEAN BLVD CURBS,GUTTERS.WALKS.DRAINAGE DITCHES,EMBANKMENTS,SHRUBS, TREES.GRASS.ETC.,IF DAMAGED,SHALL BE RESTORED TO ORIGINAL SHEET TITLE CONDITION OR BETTER. 7. EQUIPMENT TYPES SPECIFIED HEREIN ARE SUGGESTIONS ONLY AND ARE NOT GENERAL NOTES INTENDED AS REQUIREMENTS.CONTRACTOR WILL BE NOTIFIED AS TO EXCEPTIONS. SHEET NUMBER G-002 N J SYMBOLS KEY mMCI etro SYMBOLS LINETYPES LABELLING Qssenbo10180 MALLARD CREEK ROAD SUITE 300 \ CHARLOTTE NC 28262 HH PROPOSED HANDHOLE PROPOSED DIRECTIONAL BORE SDWK SIDEWALK PROPOSED 4'X4'X4'BORE PIT EXISTING CONDUIT CL CENTERLINE It EXISTING RIGHT OF WAY EOP EDGE OF PAVEMENT MKR. PROPOSED FIBER MARKER POST —X X—EXISTING FENCE BOC BACK OF CURB a o o EXISTING GUARDRAIL R/W RIGHT OF WAY .--_.( PROPOSED TERMINAL PROPOSED FIBER TAIL HH HANDHOLE 111 EXISTING HANDHOLE EXISTING WATER VALVE UTILITIES EXISTING GAS ® EXISTING WATER METER EXISTING WATER REVISIONS EXISTING FIRE HYDRANT EXISTING POWER REV DATE DESCRIPTION DRAFTER EXISTING STORM DRAIN INLET EXISTING SANITARY SEWER EXISTING TELECOMMUNICATIONS SD EXISTING STORM DRAIN EXISTING SEWER DRAIN EXISTING CULVERT 0 EXISTING RISER I MATERIAL LIST ® EXISTING TELECOM PEDESTAL Ou0NTICT MATFRIAI S EXISTING POWER BOX ESTIMATED ACTUAL ® EXISTING UG ELETRICAL X EXISTING POWER POLE EXISTING STREET LIGHT ' EXISTING SIGN 40 EXISTING TREE/SHRUB EXISTING PALM TREE \ PROJECT NUMBER 074664001 PROJECT TITLE JACKSONVILLE ONE FIBER FROM 327 ATLANTIC BLVD TO I OCEAN BLVD \ / ( SHEET TITLE SYMBOLS KEY / 'MEETIIIJMRFP G-003 (MCI me o, Osser*Ia 10110 MALLARD CREEK ROAD.SUITE 300 CHARLOTTE NC 26262 BILL OF MATERIALS REVISIONS REV DATE DESCRIPTION DRAFTER QUANTITY MATERIAL ENG. ASBUILT 500' TAIL 3 DIRECTIONAL BORE 287' MATERIAL LIST •2" HDPE CONDUITS 287' <NTIr MATERIALS ESTIMATED ACTUAL • 30"x60"x30" HANDHOLE 1 • CABLE MARKERS 1 REMOVE & RESTORE 0 SOFT PROJECT NUMBER 074664-001 PROJECT TITLE TACT SONVILLE ONE FIBER FROM 327 ATLANTIC BLVD TO I OCEAN BLVD / SHEET TITLE BILL OF MATERIALS i SHEET NUMBER G-004 2+87 0+00-2+67 0+00-2+87 0+00-2+87 0+00 0+00 MCI metro 4 1 2 3 5 6 240 630 410 410 240 410 Lr rA' 30S86 E3O 287' 287' 267' 30^460'X30' p' - ssen`I" . 10170 MALLARD CREEK ROAD.SUITE 300 EXIST. HH CHARLOTTE.NC 28282 PROP. HH D. BORE PULL 500' TAIL PULL 500' TAIL PULL 500' TAIL 50' SLACK (1) 2 HDPE 12 PORT 12 PORT 50' SLACK 4 PORT CONDUITS 02+61 EOP 02+86 EOP R 1 OCEAN DRIVE I 4 PORT TAIL 02+87 PROP.VZ I I HANDHOLE(1'0/C) I 00+00 EXISTING � . V2HANDHOLE r REVISIONS tF at i,.r.L „POR. ----i-' --—- __ _ ' IONS 1 \ REV DATE DESCRIPTION DRAFTER » ]PORI -��r,t{ �H N , /1 V.Y N CO J' 11Mi .Fl .� NW BLVD in 12 PORT TAIL' 12 PORT TAIL 'ATLANTIC BLVD 4, r DRIVE m03 1 Y 1 146 CORE FOC I I ATLANTIC BEACH K /r.;: v1 A N (ROW19-0010) 1 A ,y v_�. - --� ,�1� -- �.� 1 1,�� - 'Y'�ti�rfrflieF6r ® _ tiBt �r lWe t O - - l,r....:.r..-..._ _ _ q g p • MATERIAL LIST \ - em- ORT OK r *dT* ,-4 ce. I --en .-- QUANTITY I MATERIALS ESTIMATED ACTUAL I I , soo TUL 3 I� DIRECTIONAL BORE 287 r2'HDPE CONDUIT 287 70"%80X30'HH 1 CABLE MARKERS 1 CUT 8 RESTORE 0 SOFT \ / PROJECT NUMBER \ 074669-001 PROJECT TITLE JACKSONVILLE ONE FIBER FROM 327 ATLANTIC BLVD TO \ 1 OCEAN BLVD / NOTE: SHEET TITLE TRACER WIRE TO BE PLACED WITH 44 PLAN SHEET WITH ALL BURIED PLANT o \ / / \ DETAILED SITE PLAN 1111SHEET NUMBER \ / SCALE 0' SO' 100 Know where below. 11}171-. - C-101 u.74.,=25 — Call before you dig. \ l f. metro, MCI ssenba 10130 MALLARD CREEK ROAD.SUITE 300 CHARLOTTE NC 28262 w LO Q O. 0. 00600 ww EXISTING NH OCEAN 0+00 PROPOSED HH r SIDEWALK BLVD 2N7 0, v ; REVISIONS REV DATE DESCRIPTION DRAFTER Its, r 0. 0' 0 ✓ , 6• r r a 1 I a ` l 0+00 0+00 1+00 1+50 2+00 2+50 PROFILE-ATLANTIC BLVD DIRECTIONAL BORE NM NO MAMMON111110010. MATERIAL LIST Aw14.aOlr010111w1L QUANTITY HORIZONTAL SCALE.1'-60' INSTALL I-2"HOPE CONDUITS 1.11...1.111•191111.01016 MATERIALS VERTICAL SCALE.,-5S. &PULL(2)500'FIBER TAIL ESTIMATED ACTUAL \ l PROJECT NUMBER 074664001 PROJECT TITLE JACKSONVILLE ONE FIBER FROM 327 ATLANTIC BLVD TO \ I OCEAN BLVD / / \ SHEET TITLE 811 3.. PROFILE SHEET C1 ) '' V'' UTILITY PROFILE ( SHEET NUMBER SCALE a 5O' toa Know what's below. 11.111'=50' 22.34 r=zs' Call before you dig. — 01 •1 n11fh CONSTRUCTION DETAILS `MCI metro, EXISTING GRADE I VARIES I '3.- sse ■`ia EXISTING GRADE 1=11=11-0=11=11-1=11=11=11=1 10130 MALLARD CREEK ROAD.SURE 300 11-11-11-1-11-11-11-11-11-11 RAN RNV 46- 2+ 11111111=11�1111=111�'11=111 4W � VARIES VARES W 5'MIN VARIES CHARLOTTE.NC 28262 II=11=II-11=11-1I=1='T=11 II-0-14--11=11=11-II-II 1 XISTNG TELEPHONE CABLE ASP LT SURFACE 1-111=11�=1111=11=11=� �11= t �� � � I EXISTING GAS LINE /// 1V-FJ--.'1,-JV 4B'I (I)ZHOPE CONDUIT lij�1�1-1 EARTH REED UNDISTURBED (1198 FOC ROAD BED TIL"._ "._,_ EARTH 111 Z HDPE CONDUIT =1Q1-i�1 (1)98 FOG ----..-(1)7 HOPE CONDUIT (1)96 FOC ODIRECTIONAL BORE CROSS SECTION FOR CONDUIT O DIRECTIONAL BORE CROSSING BENEATH PERPENDICULAR UTILITIES O DIRECTIONAL BORE PARALLEL CONDUIT FOR DOT ROW t REVISIONS REV DATE DESCRIPTION DRAFTER VARIES VARIES- EXISTING GRADE 1 1 VARIES ZD' VARIES RM' S $ RNV �- VARIES C I 1 VARIESt VARIES 5 MIN I V yARES,- 1 Am;y RCP CULVERT ASPHALT SURFACE I / "___.------' ASPHALT SURFACE C � • ^ �\ 3'MIN. // \ , CMI __ IMIN !VARIES .'! / MATERIAL LIST 3 ...%"........ 7,.,-. ...- - T - - 4'%4X4' MATERIALS QUANTITY 1 BORE PITDIRESTIMATED ACTUAL (I)Z HDPE CONDUIT I DIRECTIONAL BORE (I)2 HDPE 7 HDPE CONDUIT (1)7 HDPE CONDUIT ENV(1196 FOC EAI(1)96 FOC OROADWAY CROSSING O DRIVEWAY CROSSING O CULVERT CROSSING BACKFILL IN V' SETUP FOR SETUP FOR LAYERS WITH ROCK NORTH SOUTH FREE MATERIAL AT {.--IC 95%COMPACTION RATE EXISTING GRADE I EXISTING GRADE / PROJECT NUMBER 1 074864001 EW%10LX47D _ _EXCAVATION PIT PROJECT TITLE'. `x' ON RAN JACKSONVILLE ONE FIBER HDPE CONCITL T/ \pN NOPE CONDUIT FROM- 32T ATLANTIC BLVD TIE-IN STATION TO. 1 OCEAN BLVD J 1.BORE FROM EACH DIRECTION IS RUN AT DESIGN DEPTH TO SOME 3.USE DOUBLE-E-LOCK OR BETTER COUPLER TO CONNECT PIPE. POINT PAST THE INTENDED TEAL.THEN TURNED UP TO DAYLIGHT. 4.ALL EXCAVATORS OR TRENCHES 4 FEET OR GREATER IN DEPTH SHALL I 2.THE TIE-IN POINT IS EXCAVATED,PIPES CUT OFF WHERE THEY CROSS BE APPROPRIATELY BENCHED.SHORED,OR SLOPED ACCORDING TO THE SHEET TITLE EACH OTHER AT DESIGN DEPTH.AND A COUPLER IS INSTALLED TO PROCEDURES AND REQUIREMENTS SET FORTH IN OSHA'S EXCAVATION CONSTRUCTION CONNECT THE TWO PIPES AT THE DESIGN DEPTH. STANDARD,29 CFR 1926.650,.851,AND.652 DETAILS OPLOW AND DIRECTIONAL BORE TIE-IN SHEET NUMBER C-501 SIDEWALK CUT AND RESTORE DETAIL MCI metro ( sser io 1 01 30 MALLARD CREEK ROAD.SUITE 300 NOTES z CHARLOTTE.NC 20262 a CONSTRUCT STANDARD SIDEWALK 5' WIDE AND z E 4" THICK UNLESS OTHERWISE DENOTED ON PLANS. o cc Z LL PLACE A GROOVE JOINT 1" DEEP WITH 1/8" RADII U- 1/8"RAD SURFACE OF co zz SIDEWALK o 0 0 IN THE CONCRETE SIDEWALK AT 5' INTERVALS. JOINT SEALER z a ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50' -...; ."...• :-...• . .-...• . : o INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED :; :•:;-:i'':•: WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. ' REVISIONS ` 1/2"JOINT WIDTH l� JOINT FILLER REV DATE DESCRIPTION DRAFTER SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION T=SIDEWALK THICKNESS REQUIREMENTS AND CONSTRUCTION GUIDELINES. TRANSVERSE EXPANSION JOINT IN SIDEWALK cc c Y ' MATERIAL LIST ` Z J QUANTITY MATERIALS Q ESTIMATED ACTUAL W 0 Q C / 1/2"EXPANSION JOINT z w FILL 3/8"WIDE x 1"DEEP GROOVED OR SAWN JOINT WITH JOINT < BUILDING. SEALING COMPOUND ¢ Z WALL.ETC. - 1/8"RAD 1/8"RAD a 0 •sl.! . ! s•.! .p , • . • • 0 I PROJECT NUMBER'. ` ".p'.•d.�• p'..G'..'O..e':..p:.A•' p'..• I..; s s .. .0'.:;.':' . .>..V s..r fX 079669-001 PROPOSED • p .'.p• p • .. S JACKSONVILLE ONE FIBER CONCRETE PROP.C&G _J FROM SIDEWALK -� CONC.PAVEMENT ]Z ATLAN cBLV TO 1 OCEAN BLVD \ / DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK c SHEET TITLE ` SIDEWALK DETAIL \ 1 ( SHEET NUMBER C-502 30"X 60"X 30" HANDHOLE DETAIL ---, DETAIL "A" DETAIL "A-1" DETAIL "A-2" MCI metros EXPLODED ISOMETRIC DETAIL LOCK DOWN DEVICE ENGAGED LOCK NEOPRENE RUBBER DOWN DEVICE ^- " ss^^LI^ SEE DETAIL'A-3' A .1873"SCREW A NEOPRENE COVER .50" STAINLESS STOEL 1`ACME THD.BOLT L TWO PIECE REINFORCED WITH FLAT 10130 MALLARD CREEK ROAD.SUITE 300 THIS SHEET CAPTURE NUT V/ POLYMER MORTAR(RPM)COVER FOR WASHER n CHARLOTTE,NC 28262 NON-SKID 20.000 LBS.LOADING WEIGHT 4 Pry 4 n STAINLESS END CAP SURFACE RE ,A e v (SELF CLEANING) \ LIFTING SLOT a A a l l v SEMSM MARKER 4"X 2"WITH CENTER PIN b d d *1411 (ONE SIDE OI.Y) ism P1000 UNISTRUT LOCK DOWNDEVII D DIRT ICEIANDSEE DETAIL 'A-1' .75 IN. SECTI❑N A-ATHIS SHEET 1153M am UNISSRU�CHANNEL 41111111W /_� LOCKING DEVICE 1.625" X t"%33" / .50 IN. CROSS SECTION DETAIL "A-3" (3 REQUIRED) \ ` REINFORCE M COVER HOLD DOWN BRACKET POLYMER MORTAR OF 2—PIECE RPM COVER LOCKING BEAM COVER MID FRAME � < s e (CENTER ONLY) �� v .375"INSERT \ I I (TYP-4 PLALES)LS) .375"INSERT ''4,,k SEE DETAIL'A-2' p'', NN d d / REVISIONS • THIS SHEET O REV DATE DESCRIPTION DRAFTER \ REINFORCED POLYMER v A all 11100.04.4....... MORTAR FRAME(RPM) O A A • �� BONDED TO VAULT BY L a aSEE DETAIL'A-/' MANUFACTURERTHIS SHEET (oR - 45R FIBERGLASS VAULT ' 1 FIBERGLASS REINFORCED )�1 L�1 )�) .75"X 1.23"HEX BOLT ��� PLASTIC VAULT(FRP) _ WITH NUT,AND WASHER E. COVER HOLD DOWN 30" 3"REINFORCED DETAIL "B" BRACKET(HOT DIPPED �i �� ace VAULT BOTTOM GALv)(2 REDID / 4 �� �/ PLAN VIEW DETAIL 'A-4' MATERIAL LIST Ie (144 SQ. IN. TOTAL DRAINAGE) QUANTITY `// SUPPORT BEAM MATERIALS 6„ ivP. INSTALLATION ESTIMATED ACTUAL .,iR II / 1"FOR GRHOLEOUND RDD if—CTYP: AT 6 PLACES) \tll`i / (TYP-2 PL) RPM COVER �`\ II12" 4.50"BELL ENDS W/PVC 56 LIFTING BOLTS OW.a PLACES) - „ T P. 6"X 6"DRAIN 6,;, ... > A .50"OPENING(MAX) PLUG. BELL ENDS TO a a v ACCOMODATE SCHER 2"KNOCKOUT(BOTH ENDS) 5950" (TYP- 4 PL) E 4,a A SUPPORT 40 PVC(BOTH ENDS) 0 RPM FRAMp A I e 4 d BEAN 2.50"KNOCKOUT(BOTH ENDS) ® I i O 4 I AO 4 . A a a n \.. / DETAIL "C" DETAIL "D" NOTE. l PROJECT NUMBER FIBERGLASS/.. LINEAR DISTANCE BETWEEN 074664-001 EXCAVATION PIT SIDE WALL VIEW VAULT LAG BOLT ANCHORS MUST PLAN PROFILE INSIDE LOOKING OUT BE 25". PROJECT TITLE JACKSONVILLE ONE FIBER 30" .• 30" _ NOTES. FROM EMS MARKER 327 ATLANTIC BLVD SUITABLE DIRT (ONE SIDE ONLY) 5' -0' EXISTING GRADE -r7" _ 7•• L VOID IN EXCAVATED AREAS TO BE BACKFILLED BACKFILL WITH SELECT MATERIAL. TO. 2.BOTTOM OF EXCAVATED PIT TO BE BACKFILLED IOCEANBLVD poi ; �h ♦ el i.n WITH 12"OF CRUSHED STONE(.75"GRADE). , / ,O NMI _ACTABLE DIRT I 3.SHORING WILL BE REQUIRED. 1 lEE BACKFILL t 4.ALL HANDHOLES SHALL BE PLACED BELOW EXISTING GRADE. I 5.THIS HANDHOLE IS OF FIBERGLASS MATERIAL. HANDHOLE DHOLE DETAIL N 4.73" I r TIE LIDS ARE POLYMER CONCRETE MATERIAL. • SHEET TITLE(4.P; 6.VERTICAL DESIGN LOAD IS APPROXIMATELY .375"LAG BOLT 100.1 kN(22,400 LBS.).PRODUCT IS RATED TO SHEET NUMBER CRUSHED STONE PVC, BSP/GSP ANCHOR(TIP.) HANDLE OCCASIONAL,NW-DELIBERATE HEAVY OR DUPE LOTS.VEHICULAR AND OF ROADWAY APPLICATIONS. NG 0503 CONDUIT(TYP.) J Q 24"X 36"X 24" HANDHOLE DETAIL POLYMER MCI----41m04----1 me O\ TONGUE & GROOVE • / c 3/8-16 UNC OssenEia 24" STAINLESS STEEL 641" �7 ` `1 35 5/8' HEX HEAD BOLT 516 4r 0) 0130 MALLARD CREEK ROAD,SUITE 362 ® W/ WASHER (2) 5619�`'� �' OINRLOTTE.NC 28262 o �� G 1 /vy/14016. //////� Q a �`� , 1161 `� ; ® �; , 1/2" (13) y'.`' X 4" 102 •v.+ ( ) 'a `� PULL SLOT 5 COF SKID g�B (eeoj 2 PIECE COVER RESISTANT SURFAC 119661 4�. 24' Mull ' A REVISIONS R REV DATE DESCRIPTION DRAFTER � '''‘111"401.4 � 1/2" • LIFTING BOLT (4) -....i � illi'' I (13) ,1 (51) 1 PG BOX Inside Dimensions Length Width Depth e. 44RI • 2X 4" (102) X 4" (102) MATERIAL LIST QUANTITY 33 9/16' 21 15/16" 21" S1l0�S1 �� MOUSEHOLES (PG2436BB ONLY) MATERIALS ESTATED ACTUAL • • 3/8-16 UNC 51W 64sj 1" STAINLESS STEEL HEX HEAD BOLTF A 3/8"W/ WASHER (2) 51 ,. --< i 8" (10) o s=, 1I1I (203) 1; �d ti -s, x,6 ' 1 61 i re,D) w 43/4' (121) X T� � lg 1/z" (13) 43/4' (121) X PULL4" (102) SLOT KNOCKOUTS (8) PROJECT IBER SLOT COVERPG BOTTOM EXTENSIONi PROJECT2" NVILLONE .5 COF SKID ��� D y JACKSONVILLE ONE FIBER RESISTANT SURFACE I 1/3) /Jy/ (13) LRNTI 327 ATLANTIC BLVD fitst NOTES' SIA TO OCEAN BLVD I,VOID IN EXCAVATED AREAS TO BE BACKFILLED 51 A61 7 2' \ / WITH SELECT MATERIAL. lg (6 SSB• (51) \ 2.BOTTOM OF EXCAVATED PIT TO DE BACKFILLED J S�� SHEET TITLE WITH 12"OF CRUSHED STONE(.73"GRADE). 3.SHORING WILL DE REWIRED. % HANDHOLE DETAIL 4.ALL HANDH0.ES SHALL BE PLACED BELOW 2X 4" (102) X 4" (102) EXISTING GRADE. NOTE, MOUSEHOLES (PD2436BB ONLY) S THIS HANDHOLE IS OF FIBERGLASS MATERIAL, SHEET NUMBER APROXIMATELY POUNDS IN WEIGHT. LINEAR DISTANCE BETWEEN LIFTING INSERTS (4) THE LIDS ARE POLYMER CONCRETE MATERIAL. LAG BOLT ANCHORS MUST EACH APPROXIMATELY POUNDS BE 25". PD BOX C—504 FLAT MARKER DETAILS MCI metro Qsserio 10130 MALLARD CREEK ROAD.SUITE 300 CHARLOTTE,NC 28262 DETAIL "A" DETAIL "B" ORTHOGRAPHIC VIEW PROFILE VIEW r 7 A/SRD GRADE MCI LBLE �r Ir 7.123' R OlJ TEI. fREVISIONS REV DATE DESCRIPTION DRAFTER G' I �� I 1B' 1M5 —CA 4.25' I 4 BELOW TML'C - 1 CALL MCI 1 -800-64-9675 7.125' r MATERIAL LIST ` I AOUANTRY V I MATERIALS . ESTRTED ACTUAL 11!• An MST DETAIL "C" ENLARGEMENT DETAIL Cit iae- 3' ss,'17I MUM 1 =�� I i PROJECT NUABER'. 0748e40D1 ,80 PROJECT TTTLE. JACKSONVILLE ONE FIBER HOT DPPED GALVANIZED FROM S7EEL 327 ATLANTIC BLVD RION ORCED ROMER MORTAR(CONCRETE) 12' TO'. \ I OCEAN BLVD / SHEET TITLE \ FLAT MARKER DETAIL i f______ .,HE V-1 rIIMIH,H C-505 J