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1198 Mayport Rd ROW19-0038 Conduits down Plaza/Parkside r '� RIGHT OF WAY PERMIT PERMIT NUMBER ' "' ROW19-0038 j CITY OF ATLANTIC BEACH ISSUED: 11/12/2019 \, 800 SEMINOLE ROAD t-19.71 -f'• ATLANTIC BEACH. FL 32233 EXPIRES: 2/10/2020 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1198 MAYPORT RD RIGHT OF WAY COMMERCIAL CONDUITS DOWN PLAZA $0.00 RIGHT OF WAY AND PARKSIDE TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170781 0000 ATLANTIC BEACH SEC H COMPANY: ADDRESS: CITY: STATE: ZIP: MCI METRO ACCESS OWNER: ADDRESS: CITY: STATE: ZIP: B B MCCORMICK AND PONTE VEDRA 124 CYPRESS LAGOON CT FL 32082 SONS INC BEACH 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. 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. Issued Date: 11/12/2019 1 of 2 RIGHT OF WAY PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH ROw19-0038 ISSUED: 11/12/2019 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 2/10/2020 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 4 PUBLIC WORKS UTILITY ROAD CUT INFORMATIONAL Notes: Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans.\r\r\r\r\r\r 5 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: As-builts must be turned into the City of Atlantic Beach within 30 days after end of project. 6 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT TOTAL: Issued Date: 11/12/2019 2 of 2 -AN ,, City of Atlantic Beach APPLICATION NUMBER :=c,i0- c. Building Department (To be assigned by the Building Department.) 800 Seminole Road , i C: oc): r) Atlantic Beach, Florida 32233-5445 � \ I riwz: Phone(904)247-5826 • Fax(904)247-5845 1 s >%' E-mail: building-dept@coab.us Date routed: L 4 q City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I, I 9 R) I \, G �f o r(- Department review required Yes No Building Applicant: / v .(-, l Ark\ p 4--(`CD Planning &Zoning Tree Administrator Project: c___ 0 n b j_; f T S ` . Public Work-S-5-1% i Q pb,....„. Public_�ltili i ' ' c�yv �� 4( `'Y1�� civ,�,, Public Safety �+ � dFire Services k�`� v�� Cl-t- kt I ' Review fee $ 25'145Dept Signature --° 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: APPLIC N STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING q PLANNING &ZONING Reviewed by: r- "'--" �� ` —� —" F I te: // TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 >>.1r City of Atlantic Beach °._C,,� ll, E. APPLICATION NUMBER �- Building Department (To be assigned by the Building Department.) �.- \'2 800 Seminole Road NOV 0 5 2019 ` , 'I — Ut�� , Atlantic Beach, Florida 32233-5445 1\O ` \ �~ Phone(904)247-5826 • Fax(904)247-5845 l1 4 I ;-•!,---,--j;; ()%-• E-mail: building-dept@coab.us Date routed: ( 9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1. L 9 CJ Y \ACt_c.0001'34- Department review required Yes No Building r Applicant: !AC k ii\A Planning &Zoning Tree Administrator C__, _ Project: On l,;) L 7 Public Work- " - Public Utilitie CC-0(Y\ N\ -*- Ra d owpLx./40,,nPublic Safety Fire Services 1�-( per - . Yo k c e_ c-- Review fee $ '' Dept Signature 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: APPLICATION STATUS Reviewing Department First Review: F4proved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING - Reviewed b • i...i dr/ z , ., 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: I 'Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 PUBLIC WORKS PLAN REVIEW COMMENTS Date: //� �—/ Application#: A.)/ -"',D 3 Project Address: // / U 7Q ✓ r CONDITIONS OF APPROVAL TO PRINT ON PERMIT Check Box to Select All concrete driveway aprons must be 5"thick,4000 psi, with fibermesh from edge of pavement Driveway to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. 0 Apron (Commercial driveways–6"thick). Full erosion control measures must be installed and approved prior to beginning any earth Erosion disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment 0 Control Control Inspection prior to start of construction. Onsite All runoff must remain on-site during construction. Q/ Runoff Post Const. If on-site storage is required, a post construction topographic survey documenting proper TOPO construction will be required. All water runoff must go to retention area and retention overflow 0 Survey must run to street. Pool Pool–Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage ❑ Wellpoint feature (swale, structure or lagoon). Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling, Roll off Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Container Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City ROW. ROW Restoration Full right-of-way restoration, including sod, is required. Utility Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid Road Cut 10' in each direction from the center of the cut. Repair must be shown on the plans. Construction Provide construction site management plan, including location of silt fence, dumpster, portable ❑ Site Mgmt. toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Runoff All runoff must remain on-site. Cannot raise lot elevation. 0 Document Strongly suggest thorough documentation of impervious areas be recorded. 0 Impervious Slab Slab and driveway to be fully removed. 0 Driveway Maximum Maximum driveway width within the City right-of-way is 20'. 0 Driveway Circular Driveway Maximum circular driveway width within the City right-of-way is 12'. 0 Grass Full site to be grassed. 0 TOPO Must provide a topographic(TOPO) survey with water retention for final CO Inspection. 0 Survey Revision Any plan change must be submitted as a Revision to the Building Department. 0 Fencing All old fencing and debris must be removed from job site by Contractor. 0 Removed Decking All old decking and debris must be removed from job site by Contractor. 0 Removed —/ Infra- Any damage done to infrastructure must be repaired by Contractor. Ud structure 4.1 Zot-/1 ilok7 641 4,9 -1(104 "ad feb7 Revised 2/26/19 4* evcoi gle4/al �t,L.A,y RIGH t-UI--WHY / tM tivltiv t t'tttrvn t tirruL,r+r'vim --ALL nvruntvluu wtv HIGHLIGHTED IN GRAY IS i ,e City of Atlantic Beach REQUIRED. `'_' 800 Seminole Road, Atlantic Beach, FL 32233 on 15 vis, PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES S4-ar4 LlCI fl, fv\G,tpoH id Job Address Plaza Road from Mayport Rd.to Mayport Water Tower Permit Number Contractor Information Company MCI Metro Access Transmissions Services corp. Qualifying Agent Michael G. Buss Address 400 International Parkway City Richardson State TX zip 75081 Phone(972)560-1549 Email marvin.fisher@verizon.com State Certification/Registration #CUC1225198 Architect Phone Email Engineer KeelyLane Ph One(910)233-8858 Email keely.lane@essentia-inc.com Workers Compensation Insurer OR Exempt❑Expiration Date • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities, both aerial and underground and the accur. ' ' --` ---- --- -1---" "^+/-"'rLc+Phac • Whenever necessary for the cor pp p4/ \ Ind efficient operation,alteration or relocation of all,or any portion I(�� t► icA l j . Ilic Works Director,any or all said poles, wires, pipes,cables or other facII be immediately removed from said street or easement or reset or r K l.t i y • \ a y ector and at the expense of the Permittee unless reimbursemer • All work shall meet City of Atlan .64 S(-)-CirTn C — 1 y) C 4 CO„` tandards and be performed under the supervision of Michael G. Buss (Project Superintendent) with (Company Name) Essentia G b\' C I I Ct 5 lone(727)421-9108 • All materials and equipment shi :tor. • All city property shall be restore (�llp'I \ q — ()f) 0 ing with City specifications and the manner satisfactory to the City 1! . V �; ` • A sketch of plans covering detairvey shall be made a part of this permit. Calculations showing any incr_ right-of-way are to be included with this application. -,.. . . . - • The permittee shall commence ys. If the beginning date is more than 60 days from date of permit appre Public Works Director to make sure no changes have occurred in the area that would affect t e permittee cons ru to . • 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 Pub is Works Dir be notified 24 hours prior to starting work and again immediately up n co pletion. Date l0 .27 /1 i Permittee(signed in presen of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this 2-91 day of 11 G-C. Q ,20 ) 1 by ,ko‘itn FfSktf ,who personally appeared before me and (printed name of Permittee) %.*P''`, ANTHONY PRINCE JR fes ' Notary Public,State of Florida purpose expressedt -- ' My Comm.Expires August 9 2020 acknowledged that e/sh signed the instrument voluntarilyfor the ur ose in it. `_ -- -9r Commission No. GG 20085 [ ] Personally Known n Signature of Notary Public,State of Florida [&.'Produced Identification(Type) J]ONS .rri GOVERNMENT l CITY OF ATLANTIC BEACH OPERATIONS SUPERVISOR: JENNIFER JOHNSTON (904)247-5818 BUILDING OFFICIAL: DAN ARLINGTON (904) 247-5813 PERMIT TECHNICIAN: TON] GINDLESPERGER (904)247-5852 DISTRICT ENGINEER (DUVAL): JULIAN MCKINLEY, P.E. (904)360-5205 FL DEPT OF PUBLIC SAFETY: FLORIDA HIGHWAY PATROL GROUP G (904) 695-4000 7322 NORMANDY BLVD JACKSONVILLE, FL 32205 MCI METRO ACCESS TRANSMISSION SERVICES CORP. OJECT TITLE: JACKSONVILLE ONE FIBER - MAYPORT RD WT PROJECT NUMBER: 074664-001 IIIROJECT TYPE: PERMITTING FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER JURISDICTION: CITY OF ATLANTIC BEACH Kn')w what's below. Call before you dig. MCI metro v5enba®r 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED FACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE COVER SHEET SHEET NUMBER G-001 PROJECT TEAM CONSTRUCTION: ESSENTIA, INC. 10130 MALLARD CREEK ROAD, SUITE 300 CHARLOTTE, NC 28262 CONTACT: MIKE BUSS PHONE: (727) 421-9108 ENGINEER: ESSENTIA, INC. 10130 MALLARD CREEK ROAD, SUITE 300 CHARLOTTE, NC 28262 CONTACT: KEELY LANE PHONE: (910) 233-8858 VERIZON CONTACTS: PROJECT ENGINEERS: MARVIN FISHER (904)687-6051 DUSTIN MILLER (904)426-4932 KEITH THOMPSON (352)598-1736 PROJECT MANAGER: WILLIAM BLOOM GOVERNMENT l CITY OF ATLANTIC BEACH OPERATIONS SUPERVISOR: JENNIFER JOHNSTON (904)247-5818 BUILDING OFFICIAL: DAN ARLINGTON (904) 247-5813 PERMIT TECHNICIAN: TON] GINDLESPERGER (904)247-5852 DISTRICT ENGINEER (DUVAL): JULIAN MCKINLEY, P.E. (904)360-5205 FL DEPT OF PUBLIC SAFETY: FLORIDA HIGHWAY PATROL GROUP G (904) 695-4000 7322 NORMANDY BLVD JACKSONVILLE, FL 32205 MCI METRO ACCESS TRANSMISSION SERVICES CORP. OJECT TITLE: JACKSONVILLE ONE FIBER - MAYPORT RD WT PROJECT NUMBER: 074664-001 IIIROJECT TYPE: PERMITTING FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER JURISDICTION: CITY OF ATLANTIC BEACH Kn')w what's below. Call before you dig. MCI metro v5enba®r 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED FACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE COVER SHEET SHEET NUMBER G-001 CONSTRUCTION NOTES 1. ALL CONDUIT WILL BE 2" ID SCHEDULE 40 (Le PVC OR BSP/GSP, MANUFACTURE[I SPLIT PVC OR SPLIT BSP/GSP), UNLESS OTHERWISE SPECIFIED. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. SEE CONTACT LIST FOR CONTACT NAME AND TELEPHONE NUMBER. 3. ALL UNDERGROUND OBSTRUCTIONS, WHEN LOCATED, WILL REQUIRE THE PLACEMENT OF 4" MANUFACTURED SPLIT PVC, BSP/GSP OVER OR UNDER EACF OBSTRUCTION. 4. SHORING MAY BE REQUIRED AND SHALL COMPLY TO O.S.H.A. STANDARDS. 5. ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 42" MINIMUM COVER UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION DRAWINGS. 6. MECHANICAL PROTECTION SHALL BE REQUIRED ANYTIME AT 36" MINIMUM COVE:R IS OBTAINABLE UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION DRAWINGS. 7. ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BEA MINIMUM38.2" RADIUS UNLESS SPECIFIED OTHERWISE. ALL SPLIT CONDUIT BENDS AND SOLID PVC BENDS SHALL REQUIRE CONCRETE ENCASEMENT, UNLESS SPECIFIED OTHERWISE. 8. CONTRACTOR SHALL CONTACT OPERATIONS PERSONNEL 48 HOURS PRIOR TO CONSTRUCTION. SEE CONTACT LIST FOR CONTACT NAME AND TELEPHONE NUMBER. 9. ALL STATIONING IS BASED ON FIELD DATA. VARIANCE SHALL BE ANTICIPATED, ADJUST AS REQUIRED. 10. RAILROAD COMMUNICATION AND SIGNAL CABLES SHALL BE LOCATED PRIOR TC CONSTRUCTION. RAILROAD COMPANY SHALL BE NOTIFIED 48 HOURS PRIOR TO CONSTRUCTION. 11. ALL BURIED CABLE MARKER POSTS AND HARDWARE PLACED AND/OR REMOVED ON ALL NEW AND EXISTING ROUTES SHALL BE IMPLEMENTED AS FOLLOWS: 11.1. ON THOSE ROUTES THAT ARE CONSIDERED TO BE INA NORTH TO SOUTH GEOGRAPHICAL ORIENTATION, THE SOUTHERN -MOST SIGN AND POST SHAIJ- BE REMOVED. 11.1.1. FOR NEW ROUTES BEING CONSTRUCTED, ONE SIGN POST WILL BE PLACED AT THE NORTH END OF EACH HANDHOLE. 11.2. ON THOSE ROUTES THAT ARE CONSIDERED TO BE INA EAST TO WEST GEOGRAPHICAL ORIENTATION, THE WESTERN -MOST SIGN AND POST SHALI. BE REMOVED. 11.2.1. FOR NEW ROUTES BEING CONSTRUCTED, ONE SIGN POST WILL BE PLACED AT THE EAST END OF EACH HANDHOLE. GENERALNOTES 1. MCI COMPRISES OF THE FOLLOWING OPERATING ENTITIES: 1.1. BROOKS FIBER PROPERTIES 1.2. MCI METRO ACCESS TRANSMISSION SERVICES, LLC 1.3. MCI WORLDCOM NETWORK SERVICES, INC. 1.4. SOUTHERNET, INC. 1.5. MFS TELECOM, INC. 1.6. TELECOM USA, INC. 1.7. INTERMEDIA, INC. 1.8. SOUTHERNET SYSTEMS, INC. 1.9. MCI WORLDCOM NETWORK SERVICES OF VIRGINIA, INC. 1.10. MCI METRO ACCESS TRANSMISSION SERVICES OF VIRGINIA, INC 2. ALL WORK TO BE DONE WITH EXTREME CAUTION. FIBER OPTIC CABLE IS CARRYING TRAFFIC, AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE CONTRACTOR SHALL NOT WORK IN A MANNER THAT MAY AFFECT TRAFFIC -CARRYING FACILITIES IN THE ABSENCE OF AN MCI EMPLOYEE OR CERTIFIED CONTRACTOR. 3. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITHE THE APPLICABLE'. CODES OR REQUIREMENTS OF ANY REGULATING GOVERNMENT AGENCY, MCI TELECOMMUNICATIONS CORPORATION, OR THE RIGHT-OF-WAY GRANTOR. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS, BUT ARE NOT NECESSARILY EXACT. THEREFOR, UTILITY LOCATIONS WILL BE VERIFIED AT LEAST 100 FEET IN ADVANCE OF TRENCHING OR PLOWING, SO THAT CHANGES IN CABLE PLACEMENT CAN BE MADE IN EVENT OF CONFLICTS. 5. ALL KNOWN BURIED OBSTRUCTIONS ARE SHOWN ON THE CONSTRUCTION DRAWINGS. ANY AND ALL OTHERS ENCOUNTERED ARE ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF DAMAGED. 6. ANY AND ALL IMPROVEMENTS, SUCH AS ASPHALT OR CONCRETE PAVEMENT, CURBS, GUTTERS, WALKS, DRAINAGE DITCHES, EMBANKMENTS, SHRUBS, TREES, GRASS, ETC., IF DAMAGED, SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. 7. EQUIPMENT TYPES SPECIFIED HEREIN ARE SUGGESTIONS ONLY AND ARE NOT INTENDED AS REQUIREMENTS. CONTRACTOR WILL BE NOTIFIED AS TO EXCEPTIONS. CLARIFICATION NOTES 1. 1. STATION 2. 2. LOCATION I.D. 3 3. CLARIFICATION NO., MINIMUM COVER 500 510 4. QUANTITY, SIZE OF HANDHOLE/MANHOLE, DIMENSION OF 4. 516 WALL, LINEARISQUARE FOOTAGE, SIZE OF PULUSPLICE 5. REMOVE AND DISPOSE OF CABLE BOX, HEIGHT/CLASS/TYPE. 6. 5. DRAWING NO. AND TYPICAL DETAIL DWG. NO. 7, 6. PLANT ACCOUNTING CODE 7. SPECIFIED CONDUIT, HANDHOLE NO., MANHOLE NO., REMOVE AERIAL CABLE SPECIFIED PURPOSE AND MATERIAL, BRIDGE NO. AND RR PLACE POLE/PUSH BRACE STATION, MATERIAL, POLE NO. 100 110 JACK AND DRY BORE CONDUIT(S) 200 210 PLACE CONDUIT 212 PLACE HIGH DENSITY POLYETHYLENE (HDPE) 213 ROCK ADDER 214 SLURRY BACKFILL ADDER 215 EXPOSE CONDUIT 216 EXPOSE CONDUIT AND RELOCATE 217 EXPOSE CONDUIT AND REPLACE/SUBSTITUTE 218 EXPOSE AND REMOVE CONDUIT 219 EXPOSE AND REMOVE CONDUIT (ABANDONED) 220 CONCRETE ENCASE 221 REMOVE CONCRETE ENCASEMENT 222 REMOVE CONCRETE CAP 240 PLACE HANDHOLE 245 RELOCATE HANDHOLE 246 REPLACE/SUBSTITUTE HANDHOLE 247 EXCAVATE SPLICE PIT 250 PLACE MANHOLE 252 REMOVE EXISTING HANDHOLE 255 RELOCATE PRECAST NAHOLE 256 REPLACE/SUBSTITUTE PRECAST MANHOLE 260 CONSTRUCT WALL 270 REMOVE AND RESTORE ASPHALT 280 REMOVE AND RESTORE CONCRETE 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 400 410 PULL CABLE 411 PULL THROUGH DUCT (INNERDUCT) 415 REMOVE CABLE FROM CONDUIT 420 REPOSITION ACTIVE CABLE SLACK 500 510 DIRECT BURY CABLE 515 EXPOSE DIRECT BURIED CABLE 516 EXPOSE DIRECT BURIED CABLE AND RELOCATE 517 REMOVE AND DISPOSE OF CABLE 520 PLACE AERIAL CABLE 525 RELOCATE AERIAL CABLE 526 DELASH AERIAL CABLE 527 RELASH AERIAL CABLE 528 REMOVE AERIAL CABLE 530 PLACE POLE/PUSH BRACE 535 REMOVE POLE/PUSH BRACE 600 610 JETTING CONDUIT 620 EMBEDMENT PLOW 630 DIRECTIONAL BORE 700 710 PLACE BURIED CABLE MARKERS AND SIGNS/ MWCOM WATER CROSSING SIGNS 711 PLACE ISOLATOR/PROTECTION SYSTEM AT EXISTING HANDHOLES/MANHOLES 712 REMOVE BURIED CABLE MARKER POST/HARDWARE 714 REMOVE CONCRETE BURIED CABLE MARKER POST I__ MCI metro ssenbaG 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST MATERIALS QUANTITY ESTIMATED ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE GENERAL NOTES SHEET NUMBER G-002 SYMBOLS PROPOSED HANDHOLE PROPOSED 4'X4'X4' BORE PIT PROPOSED FIBER MARKER P�DST EXISTING HANDHOLE EXISTING WATER VALVE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING STORM DRAIN INLET EXISTING STORM DRAIN EXISTING SEWER DRAIN EXISTING CULVERT EXISTING RISER EXISTING TELECOM PEDESTAL EXISTING POWER BOX EXISTING UG ELETRICAL EXISTING POWER POLE EXISTING STREET LIGHT EXISTING SIGN EXISTING TREE/SHRUB EXISTING PALM TREE SYMBOLS KEY LINETYPES LABELLING PROPOSED DIRECTIONAL BORE 2" CONDUIT SDWK SIDEWALK A PROPOSED AERIAL FIBER CL CENTERLINE EXISTING CONDUIT EOP EDGE OF PAVEMENT ---------- EXISTING RIGHT OF WAY BOC BACK OF CURB —X X— EXISTING FENCE R/W RIGHT OF WAY D fl EXISTING GUARDRAIL HH HANDHOLE UTILITIES -- EXISTING GAS -" - EXISTING WATER --ELEC-- EXISTING POWER --SS-- EXISTING SANITARY SEWER --CDMM-- EXISTING TELECOMMUNICATIONS MCI metro ssenba 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE • • LEGEND Know what's below. Call before you dig. SHEET NUMBER G-003 MCI metro ssenba ° 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE BILL OF MATERIALS SHEET NUMBER G-004 C-101 C-10 PLAZA RD. BEGIN ROUTE 0+00 KEY MAP JI.HLt: N 16 C-103 C-104 END ROUTE 51+02 C-105 C-108 C-107 if C-106 Know what's below. Call before you dig. MCI Jme o ssenba c. 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE COVER SHEET SHEET NUMBER G-101 o w wco J S ao / ofa a= 0 0 NOTE: TRACER WIRE TO BE PLACED WITH ALL BURIED CONDUIT DETAILED SITE PLAN r n � PLAZA RD. ■ _ EDP nR w I I C U C-1 Uj U UO -0O a� a� OO�- aa as w �o r2a: o m + O m Du IOU, 11x17:1"=50' 22x34:1"=25' 0+00 0+00-6+41 0+00-6+41 1 2 3 240 630 410 30"40"00" 641' 641' 4C 4C 5C PLACE HH D. BORE PULL 864 50' SLACK (1) 2" HDPE FOC R/W - — — X--------- EOP EDP DRIVE U) n ■ X e p R/W EDP Know what's below. Call before you dig. (D m m U) m m n C) N O n U) c m rn .p MCI metro ..- ssenba®R 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 11 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET IVIA I tKIAL L15 I MATERIALS QUANTITY ESTIMATED ACTUAL 2" HDPE CONDUIT 641' 864CT FOC 691' 30"X60"X30" HH 1 PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PLAN SHEET SHEET NUMBER C-101 W SIDEWALK . • . SED PROPOSED PIT BORE PIT > 1+15 1+001+s0 2+ DIRECTIONAL BOR UTILITY PROFILE INSTALL 1-2" HDPE & PULL (1)432CT FII (60" MINIMUM COVE 11x17:1=50' 5U' 100' 22x34:1"=25' PROPOSED BORE PIT DRIVE 3+97 2+50 3+00 3+50 4+00 DEPTH TO BE A MINIMUM OF 60" BELOW GRADE SALTFISH DR W 4+50 5+00 5+50 6+00 NOTE: NO ELEVATION RECORDS AVAILABLE. CONTRACTOR SHALL VERIFY DEPTH BEFORE BORING. W C7 n a 0 z W MI me of pssenb 0130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 Know what's below. Call before you dig. MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PROFILE SHEET SHEET NUMBER C-101.1 fSEDr • 0 ' r Ir .•. .� MEMNON ■■■■■O■-" SIDEWALK . • . SED PROPOSED PIT BORE PIT > 1+15 1+001+s0 2+ DIRECTIONAL BOR UTILITY PROFILE INSTALL 1-2" HDPE & PULL (1)432CT FII (60" MINIMUM COVE 11x17:1=50' 5U' 100' 22x34:1"=25' PROPOSED BORE PIT DRIVE 3+97 2+50 3+00 3+50 4+00 DEPTH TO BE A MINIMUM OF 60" BELOW GRADE SALTFISH DR W 4+50 5+00 5+50 6+00 NOTE: NO ELEVATION RECORDS AVAILABLE. CONTRACTOR SHALL VERIFY DEPTH BEFORE BORING. W C7 n a 0 z W MI me of pssenb 0130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 Know what's below. Call before you dig. MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PROFILE SHEET SHEET NUMBER C-101.1 6+41-12+896+41-12+89 1 2 630 410 648' 648' 4C 5C D. BORE PULL 432 (1) 2" HDPE FOC om +r as oO ow m o N Q 0] NOTE: TRACER WIRE TO BE PLACED WITH ALL BURIED CONDUIT DETAILED SITE PLAN crei vv 11x17:1"=50' 22x34:1"=25' Know what's below. Call before you dig. m m m m -i 0 0 w O D n C m D N + 00 MCI t ssentI G 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 MATERIAL LIST MATERIALS QUANTITY ESTIMATED ACTUAL 2" HDPE CONDUIT 648' 432CT FOC 648' 30"X60"X30" HH PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PLAN SHEET SHEET NUMBER C-102 VCKi1%,AL KALt:1-5- & PULL (1)432CT FIBER. VtmrrutPiRBEFORE BORING. (60" MINIMUM COVER) UTILITY PROFILE SCALE: 0' 50' 100' 11 x 17: 1" = 50' 22 x 34: 1" = 25' Know what's below. Call before you dig. 2' 3' 4' 5' 6' 7' 8' 9' 10' MCI metrc ssenba 0 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 REVISIONS REVDATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PROFILE SHEET SHEET NUMBER C-102.1 11+90 12+89-19+34 12+89-19+34 1 2 3 240 630 410 30"60"00" 645' 645' 4C 4C 5C PLACE HH D. BORE PULL 432 100' SLACK (1) 2" HDPE FOC m m U) m rn X — — — R/w a 0 EOP N O w ® W N > EOP Sr,? yr_r to 2 ?D ? DE M j DRIVE D i 1 N OW U W W o U)0 F O a� CO Of -W. - 0 + r) z Q 2 [NOTE: TRACER WIRE TO BE PLACED WITH ALL BURIED CONDUIT DETAILED SITE PLAN SCALE: 0' S0' - 22x34:1"=25ov' v, i m a o i.i i W OW �0 O m coo + a + W LU O0 CL o + PLAZA RD. X EOP EOP _ R/W —R/W— — — — — —f DRIVE DRIVE > Q QUJ w W U 0 V } } 3 >_ > o LL as w w o 0 M + + O + m o �0 m ++ •- m X 6 RIVE • Know what's below. Call before you dig. U) m m m m n O G7 C m cj) D 1� T W MCI metro issenba ®R 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PLAN SHEET SHEET NUMBER C-103 HORIZONTAL SCALE: 1 "=50' VERTICAL SCALE: 1"=5' UTILITY PROFILE SCALE - 11 x 17: 1 CALE:11x17:1 50 "=' h 22 x 34. 1" = 25' r 14+50 INSTALL 1-2" HDPE COP & PULL (1)432CT FIBER. (60" MINIMUM COVER) SKATE RD PROPOSED BORE PIT DRIVE 17+20 5+00 15+50 16+00 16+50 17+00 DEPTH TO BE A MINIMUM OF 60" BELOW GRADE DRIVE DRIVE 0' 2' 3' 4' 5' 6' 7' 8' 9' 10' 17+50 18+00 18+50 19+00 19+50 NOTE: NO ELEVATION RECORDS AVAILABLE. CONTRACTOR SHALL VERIFY DEPTH BEFORE BORING. • • Know what's below. Call before you dig MCI metro ss() ent 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PROFILE SHEET SHEET NUMBER C-103.1 W Q a F Q H rn PROPOSED im N HH DRIVE 13+75 0' [T 1 1' 2' ++—I-- 3' 4' 5' 6' 7' 8' 9' 0' 13+00 13+50 14+00 PROFILE - PLAZA RD HORIZONTAL SCALE: 1 "=50' VERTICAL SCALE: 1"=5' UTILITY PROFILE SCALE - 11 x 17: 1 CALE:11x17:1 50 "=' h 22 x 34. 1" = 25' r 14+50 INSTALL 1-2" HDPE COP & PULL (1)432CT FIBER. (60" MINIMUM COVER) SKATE RD PROPOSED BORE PIT DRIVE 17+20 5+00 15+50 16+00 16+50 17+00 DEPTH TO BE A MINIMUM OF 60" BELOW GRADE DRIVE DRIVE 0' 2' 3' 4' 5' 6' 7' 8' 9' 10' 17+50 18+00 18+50 19+00 19+50 NOTE: NO ELEVATION RECORDS AVAILABLE. CONTRACTOR SHALL VERIFY DEPTH BEFORE BORING. • • Know what's below. Call before you dig MCI metro ss() ent 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PROFILE SHEET SHEET NUMBER C-103.1 V/ m m m m c� O W C m cn D W DRIVE 19+34-25+80119+34-25+80 1 2 630 410 646 L;' 4C D. BORE PULL 432 (1) 2" HDPE FOC ' I rn j N n x - R/W — - Z EOP DRIVEW N EOP — DRIVE DRIVE F PLAZA RD. DRIVE DRIVE i irr► R/H x N m EOP -- ESOP 5 DRIVE DRIVE Itl: r3 51511-5 --x R/W y r: r D r I — B �- DB I ---------- --- _ i ii 11 oi� 11 ii iii 11 1 ii iii a s U)al a Q a¢ 'a 'a o- > > >> d� w w w w w w a- Op w w � 3� _ > > > > > > of a� > > w w w w a 0 0 0 a~ 0 0 0 0 LLI 0 0 3 o o n Nc M y aow r m o O as o 0 0 o N _ M } m + T + f + + f� d N UJ i + lD OD 00 (O N ON 0 m N N N N N N m M O NN V V V N m N N N N N N NOTE: TRACER WIRE TO BE PLACED WITH ALL BURIED CONDUIT • • DETAILED SITE PLAN SCALE: 0' 50' 100' 11 x 17: 1" = 50' Know what's below. 22 x 34: 1" = 25 CBII before you dig. m m m m n CD O D n `` m D N LTI M+ W O MCI metro ottassenba 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 11 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL 2" HDPE CONDUIT 646' 432CT FOC 646' 30"X60"X30" HH - PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PLAN SHEET SHEET NUMBER C-104 W Q a F - Q M t rn DRIVE 0' 7 1' T--- 3' 4' 5' 6' 7' 8' 9' 0' 19+50 20+00 PROFILE - PLAZA RD HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1"=5' PROPOSED BORE PIT DRIVE 20+78 DRIVE DRIVE 20+50 21+00 121+50 DIRECTIONAL BORE INSTALL 1-2" HDPE CONDUIT & PULL (1)432CT FIBER. (60" MINIMUM COVER; UTILITY PROFILE SCALE U 50' 100' 11x17:1"=50' 22x34:1"=25' -111111111111g. -1 PROPOSED BORE PIT DRIVE 23+52 DRIVE 22+00 22+50 23+00 23+50 24+00 DEPTH TO BE A MINIMUM OF 60" BELOW GRADE DRIVE 24+50 DRIVE W C7 Q a 0 z W 0 00 LON SAILFISH DR E 25+00 25+50 NOTE: NO ELEVATION RECORDS AVAILABLE. CONTRACTOR SHALL VERIFY DEPTH BEFORE BORING. DIRECTIONAL BORE INSTALL 1-2" HDPE CONDUITS & PULL (1)864CT FIBER. (60" MINIMUM COVER) USE 6" REAMER. 0' 1' 2' 3' 4' 5' 6' 7' 8' 9' 10' 26+00 t Know what's below. Call before you dig. MCI met o ssenb011G 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PROFILE SHEET SHEET NUMBER C-104.1 VJ IT! m cn m m C7 O O D n N m cn D N U1 00 O 26+59 25+80-32+28 25+80-32+28 1 2 3 240 630 410 30"40"00" 648' 648' 4C 4C 5C PLACE HH D. BORE PULL 432 100' SLACK (1) 2" HDPE FOC R X L — — — - R/W —------- 1rT co W O < 3 a a r > > O w o o 0 O n o O +am 0 m w a z0 O N TT N Q N N } 1 " 2 N NOTE: TRACER WIRE TO BE PLACED WITH ALL BURIED CONDUIT DETAILED SITE PLAN SCALE: 0' 50' 100' 11x17:1"=50' 22x34:1"=25' U rn O+ Ir O O r + N N mo M M M 7 Z Know what's below. Call before you dig. VJ m m U) m m C7 O O D C) U) C m D W N N 00 MCI metro ssenba C 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 11 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL 2" HDPE CONDUIT 648' 432CT FOC 748' - 30"X60"X30" HH 1 PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PLAN SHEET SHEET NUMBER C-105 VERTICAL SCALE: 1"=5' UTILITY PROFILE & PULL (1)432CT FIBER. (60" MINIMUM COVER) SCALE: 0' 50' 100' 11x17:1"=50' 22 x 34: 1" = 25' VERIFY DEPTH BEFORE BORING. e • Know what's below. Call before you dig. 191 2' 3' 4' 5' 6' 7' 8' 9' 10' MCI metro ssenba 0 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PROFILE SHEET SHEET NUMBER C-105.1 VJ m IT cn m m n 0 0 D n cn c X m cn D w N + N OD 32+28 32+28-40+76 32+28-40+76 1 1 2 240 630 410 30"x60"x30" 848' 848'- 4C 4C 5C PLACE HH D. BORE PULL 432 100' SLACK (1) 2" HDPE FOC SEE SHEET C-107 TO MATCH SURVEY STA. 40+7F 5 5 nl- �: �) O LU > > > LU > d V 432CT FOC 948' 30"X60"X30" HH o rr F - co r> o a a w N M N (+O Q O M m DETAILED SITE PLAN srnl F n - 11x17:1"=50' 22x34:1"=25' LU - Q >-W'U 0_ ¢ n0 ILw w a b O D_ > > 0� H a Of Of U -I CL °J w O +Of + Q D 0 + + M m M M Q NOTE: TRACER WIRE TO BE PLACED WITH ALL BURIED CONDUIT Know what's below. Call before you dig. MCI metro SS 0,,4 fill () ®R 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST MATERIALS QUANTITY ESTIMATED ACTUAL 2" HDPE CONDUIT 848' 432CT FOC 948' 30"X60"X30" HH PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PLAN SHEET SHEET NUMBER C-106 r 2' 3' 4' 5' 6' 9 ` DRIVE PROPOSED BORE PIT DRIVE 33+63 32+50 33+00 33+50 34+00 PROFILE - PLAZA RD/PARKSIDE DR HORIZONTAL SCALE: 0.8"=50' VERTICAL SCALE: 0.8"=5' UTILITY PROFILE PROPOSED BORE PIT 36+58 34+50 35+00 35+50 36+00 36+50 37+00 37+50 DIRECTIONAL BORE DEPTH TO BE A MINIMUM OF 60" BELOW GRADE INSTALL 1-2" HDPE CONDUITS & PULL (1)432CT FIBER. (60" MINIMUM COVER) suALE-v 6Z.5' 125' 11 x 17: 0.8" = 50' 22 x 34: 0.8" = 25' PROPOSED PROPOSED HH BORE PIT DRIVE 39+23 11TH ST 39+84 38+00 38+50 39+00 39+50 40+00 NOTE: NO ELEVATION RECORDS AVAILABLE. CONTRACTOR SHALL VERIFY DEPTH BEFORE BORING. • • Know what's below. Call before you dig. 11 2' 3' 4' 5' 6' 7' • MCI me rot ssenba CR) 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PROFILE SHEET SHEET NUMBER C-106.1 40+76-45+20 1 630 444' 4C D. BORE (1) 2" HDPE 40+76-45+20 N2 410 444' 5C PULL 432 FOC NOTE: TRACER WIRE TO BE PLACEI WITH ALL BURIED CONDUIT DETAILED SITE PLAN 11x17:1"=50' ou 100' 22x34:1"=25' SEE SHEET C-108 TO MATCH SURVEY STA. 45+20 stt SHEET C-106 TO MATCH SURVEY STA. 40+76 'OSED 1' O/C) • • Know what's below. Call before you dig. IF MCI metro ssei bac- 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PLAN SHEET SHEET NUMBER C-107 (60" MINIMUM COVER) UTILITY PROFILE 11x17:1"=50' 22x34:1"=25' A Know what's below. Call before you dig. 4' 5- 6' 7' 8' 9' 1C MSCI metro ssenba 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PROFILE SHEET SHEET NUMBER C-107.1 CELL/ 0TER MAYPORITS WT 469 11 ATLANTIC BEACHC* , Fl. 32232 TOWER 50+95 PROPOSED HANDHOLE (8'0/C) rr p �F EOp EXISITNG HANDHOLE 50+95 45+20-50+95 45+20-50+95 1 2 F3 240 630 410 30"x60"x30" 575' 575' 4C 4C 5C PLACE HH D. BORE PULL 864 50' SLACK (1) 2" HDPE FOC NOTE: TRACER IRE TO BE PLACED WITH ALL BURIED CONDUIT DETAILED SITE PLAN SCALE: 0' 50' 11x17:1"=50' 100' 22 x 34: 1" = 25' i LAKESIDE DR o fry� 1 7 a EOP R/`N m ■ SELVA LAKES Cit< I n 27 i j o I o � 0 48+95 PROPOSED \ BORE PIT (9' O/C) .'r N -11TH ST I N EOP x 0 0111� o �I 45+85 PROPOSED BORE PIT (1' O/C) SEE SHEET C-107 TO MATCH SURVEY STA. 45+20 Know what's below. Call before you dig. MCI metro ssenba®R 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PLAN SHEET 71 SHEET NUMBER C-108 4' 5' 6' 7' 8' 9' PROPOSED BOREPIT 45+85 44+50 45+00 45+50 PROFILE - PARKSIDE DR/11TH ST HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1"=5' 1 -T 11 ITV omncl1 G 46+50 INSTALL 1-2" HDPE con & PULL (1)432CT FIBER. (60" MINIMUM COVER) V 1 ILI e 1 1 1 �v SCALE: 01 50' 100' 11x17:1"=50' 22x34:1"=25' W t7 Q a 0 z W 0 0 PROPOSED PROPOSED HH BORE PIT 50+95 11TH ST 48+95 i 50+50 51+00 47+00 47+50 48+00 48+50 49+00 49+50 50+00 NOTE: NO ELEVATION RECORDS DEPTH TO BE A MINIMUM OF 60" BELOW GRADE AVAILABLE. CONTRACTOR SHALL VERIFY DEPTH BEFORE BORING. 0' 1' 2' 3' 4' 5' 6' 7' 8' 9' 1 MCI metro ssenba 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE PROFILE SHEET • SHEET NUMBER Know what's b@IOW. C-1 _ � ®� . Cali before you dig. T EXISTING GRADE 418" (1) 2" HDPE CONDUIT (1) 432 FOC �� DIRECTIONAL BORE CROSS SECTION FOR CONDUIT h s�ALE NTs m m 20 VARIES 20' y VARIES T I (1) 2" HDPE CONDUIT E/W (1) 432 FOC �� ROADWAY CROSSING 1../ SCALE: NTS CONSTRUCTION DETAILS EXISTING GRADI TELEPHONE CABLE EXISTING GAS LINE (1) 2" HDPE CONDUIT (1) 432 FOC DIRECTIONAL BORE CROSSING BENEATH PERPENDICULAR UTILITIES o :GALE. NTs VARIES R/W a.o R/W w VARIES VARIES w 5' MIN VARIES ASPHALT SURFACE 48" UNDISTURBED UNDISTURBED EARTH ROAD BED (1) 2' HDPE CONDUIT (1) 432 FOC (� DIRECTIONAL BORE PARALLEL CONDUIT FOR DOT ROW �+ sc,E: NTs EXISTING GRADE a R/W 48„ VARIES VARIES YJ O 5' MIN 4' VARIES RCP CULVERT 48 T SURFACE 3' IN. VARIES DIRECTIONAL BORE (1) 2" HDPE CONDUIT E/W (1) 432 FOC DRIVEWAY CROSSING C S -LE. NTs SETUP FOR SETUP FOR NORTH SOUTH TIE-IN STATION 1. BORE FROM EACH DIRIECTION IS RUN AT DESIGN DEPTH TO SOME POINT PAST THE INTENDED TIE-IN, THEN TURNED UP TO DAYLIGHT. 2. THE TIE-IN POINT IS EXCAVATED, PIPES CUT OFF WHERE THEY CROSS EACH OTHER AT DESIGN DEPTH, AND A COUPLER IS INSTALLED TO CONNECT THE TWO PIPES AT THE DESIGN DEPTH. 4'X4'X4' BORE PIT BACKFILL IN 6" LAYERS WITH ROCK FREE MATERIAL AT 95% COMPACTION RATE 6'WX10'LX42"D EXCAVATION PIT ON R/W HDPE CONDUIT 3. USE DOUBLE "E" LOCK OR BETTER COUPLER TO CONNECT PIPE. 4. ALL EXCAVATIONS OR TRENCHES 4 FEET OR GREATER IN DEPTH SHALL BE APPROPRIATELY BENCHED, SHORED, OR SLOPED ACCORDING TO THE PROCEDURES AND REQUIREMENTS SET FORTH IN OSHA'S EXCAVATION STANDARD, 29 CFR 1926.650, .651, AND .652 DIRECTIONAL BORE (1) 2" HDPE CONDUIT E/W (1) 432 FOC CULVERT CROSSING � SCALE: NTS MCI met o 5 nEia° 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE CONSTRUCTION DETAILS ��PLOW AND DIRECTIONAL BORE TIE-IN SHEET NUMBER V scAiE: Nrs C-501 SIDEWALK CUT AND RESTORE DETAIL NOTES: CONSTRUCT STANDARD SIDEWALK 5' WIDE AND 4 THICK UNLESS OTHERWISE DENOTED ON PLANS, PLACE A GROOVE JOINT 1" DEEP WITH 1/8" RADII IN THE CONCRETE SIDEWALK AT ;5' INTERVALS. ONE 1/2 EXPANSION JOINT WILL_ BE REQUIRED AT 50' INTERVALS. A 1/211EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS AN1� RIGID STRUCTURE. SEE STD. DWG. 848.05 FOR CURB 'RAMP LOCATION REQUIREMENTS AND CONSTRUCT"ION GUIDELINES. BUILDING, WALL, ETC 1/2" EXPANSION JOINT / PROPOS ED CONCRETE i SIDEWALK Nm 1/8" RAD JOINT SEALER SURFACE OF SIDEWALK 1/2" JOINT WIDTH T = SIDEWALK THICKNESS JOINT FILLER TRANSVERSE EXPANSION JOINT IN SIDEWALK FILL 3/8" WIDE x 1" DEEP GROOVED OR SAWN JOINT WITH JOINT SEALING COMPOUND 1/8" RAD 1/8" RAD v P. CONC. PAVEMENT DETAILS_ SHOWING JOINTS IN CONCRETE SIDEWALK ry 0 LL 0 Y z J Q �w 0 0 o — Lu U p � U Of MCI metro 55enba 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE SIDEWALK DETAIL TSHEETUMBER 02 DETAIL "A" EXPLODED ISOMETRIC DETAIL SEE DETAIL "A-3" THIS SHEET NON-SKID - SURFACE EMS MARKER 3M CAT #1411 (ONE SIDE ONLY) LOCK DOWN DEVICE AND DIRT SHIELD SEE DETAIL 'A-1' THIS SHEET UNISTRUT CHANNEL SUPPORT BEAM 1.625" X 1" X 33" (3 REQUIRED) 375" INSERT SEE DETAIL "A-4" THIS SHEET 4.50" BELL ENDS W/ PVC PLUG. BELL ENDS TO ACCOMODATE SCHED. 40 PVC (BOTH ENDS) SUITABLE DIRT BACKFILL 30" I � v PLAN 0 XX 60"X 30" HANDHOLE DETAIL DETAIL "A-1" LOCK DOWN DEVICE NEOPRENE RUBBER 4" X 1.50" X.25" TWO PIECE REINFORCED A 1875" SCREW POLYMER MORTAR (RPM) COVER FOR 20,000 LBS. LOADING WEIGHT — LIFTING SLOT 4" X 2" WITH CENTER PIN 75 IN. C1-800Z�4-967 501N. LOCKING BEAM (CENTER ONLY) SEE DETAIL "A-2" THIS SHEET REINFORCED POLYMER MORTAR FRAME (RPM) BONDED TO VAULT BY MANUFACTURER FIBERGLASS REINFORCED 60 PLASTIC VAULT (FRP) L LIFTING BOLTS (TYP. 4 PLACES) 2" KNOCKOUT (BOTH ENDS) 2.50" KNOCKOUT (BOTH 1=NDS) DETAIL "C" EXCAVATION PIT 0 HANDHOLE PREFILE EMS MARKER (ONE SIDE ONLY) oZ in N Lo N 4.75" <V CRUSHED STONE REINFORCED POLYMER MORTAR COVER AND FRAME WITH FLAT WASHER SECTION A -A LOCKING DEVICE CROSS SECTION p a - a o � � p � 4 ' 4 p 0 4 a FIBERGLASS VAULT A DETAIL "A-2" ENGAGEDLOCK DOWN DEVICE NEOPRENE IB REINFORCED RDETAIL "B" RI VAULT BOTTOM PLAN VIEW (144 SO. IN. TOTAL DRAINAGE) 6" 12" TYP. 1" DIA HOLE FOR GROUND ROD (TYP - 2 PL) ffli 12" 29.50" �P• 6" X 6" DRAIN 50" OPENING (MAX) 59.50" (TYP - 4 PL) 0 _ RPM FRAME DETAIL "D" SIDE WALL VIEW INSIDE LOOKING OUT 30" 30" ^-- EXISTING GRADE 7" [W-7„ SUITABLE DIRT BACKFILL ry'Ol PVC, BSP/GSP .375" LAG BOLT OR HDPE ANCHOR (TYP.) CONDUIT (TYP.) .50" STAINLESS STEI ACME THD. BOLT & CAPTURE NUT W/ STAINLESS END CAF (SELF CLEANING) 1000 UNISTRUT DETAIL "A-3" COVER HOLD DOWN BRACKET OF 2 -PIECE RPM COVER .375" INSERT (TYP-4 PLACES)LS) p4 p p p a a v v .75" X 1.25" HEX BOLT WITH NUT, AND WASHER �— COVER HOLD DOWN BRACKET (HOT DIPPED GALV) (2 REQ'D) DETAIL "A-4" SUPPORT BEAM INSTALLATION (TYP. AT 6 PLACES) RPM COVER 0 4 v 4 v 4 O 4 p SUPPORT o I Q d 4 BEAM p p ala d p p o a a NOTE: FIBERGLASS —_� LINEAR DISTANCE BETWEEN VAULT LAG BOLT ANCHORS MUST BE 25". NOTES: 1. VOID IN EXCAVATED AREAS TO BE BACKFILLED WITH SELECT MATERIAL. 2. BOTTOM OF EXCAVATED PIT TO BE BACKFILLED WITH 12" OF CRUSHED STONE (.75" GRADE). 3. SHORING WILL BE REQUIRED. 4. ALL HANDHOLES SHALL BE PLACED BELOW EXISTING GRADE. 5. THIS HANDHOLE IS OF FIBERGLASS MATERIAL. THE LIDS ARE POLYMER CONCRETE MATERIAL. 6. VERTICAL DESIGN LOAD IS APPROXIMATELY 100.1 kN (22,400 LBS.). PRODUCT IS RATED TO HANDLE OCCASIONAL, NON -DELIBERATE HEAVY VEHICULAR TRAFFIC IN DRIVEWAYS, PARKING LOTS, AND OFF -ROADWAY APPLICATIONS. m1 MCI emtro (4-ssenba ®R 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE HANDHOLE DETAIL SHEET NUMBER C-503 'RPM' COVER W/ NON SKID SURFACE LIFT SLOT- SUR( TERMO SWING DETAIL "A" ISOMETRIC VIEW RECESSED LOCK DOWN -� �G I.D. DETAIL "D" BACKBONE CONFIGURATION TERMINAt GE BLOCKESTER BLACK WIRE ANGLE BLUE WIRE BRACKET SOUTH/WESTY T NORTHEAST SHEATH (BLACK) SHEATH (BLUE) TO GROUND ROD IN SURGE ARRESTER HANDHOLE (GREEN) DETAIL "F" SPUR CONFIGURATION C� l ANGLE BRACKE' GREEN WIRE WIRE SOUTH/WEST� NORTHEAST SHEATH (BLACK) SHEATH (BLUE) BLUE WIRE TO GROUND ROD IN SURGE ARRESTER HANDHOLF (GRFFN) L /-SPUR SURGE r ARRESTER /-"ANGLE T SPUR SHEATH (YELLOW) 2EEN WIRE YELLOW WIRE .1 SURGE ARRESTOR HANDHOLE DETAILS DETAIL "B" TOP VIEW SURGE ARRESTER TERMINAL BLOCK 19 BOTTOM T 10.50' TOP 12.25' BOTTOM 20' TOP 21.50* - END VIEW DETAIL "G" TYPICAL SURGE ARRESTER HANDHOLE SUITABLE DIRT '-0' �a --21 5 --1 BACKFILL 3 I EXISTING j GRADE I 2' -B' HANDHOLE PLANPROFILE HDPE TO SPLICE HANDHOLE RPM FRAME DETAIL "C" SIDE------ DETAIL "C-1" RPM FRAME ENLARGEMENT INSIDE -�� FRp BOX DETAIL "H" LOCKING DETAIL LOCKING NUTS /--GROo WELDED S.S. WASHERrV!��CATCH BOLT BOX JL 'C-1' (ENT 175 JITABLE DIRT .375' DIA. S.S. -J ACKFlLL SWING BOLT CRUSHED STONE NOTES: I. VOID IN AREAS TO BE BACKFILLED WITH SELECT MATERIAL 2. SURGE ARRESTER HANDHOLE TO BE PLACED ON 3' OF CRUSHED STONE (3/4' GRADE). 3. ALL HANDHOLES SHALL BE SURFACE MOUNTED. 4. SURGE ARRESTER, TERMINAL BLOCK, AND WIRE HARNESS WILL BE MOUNTED BY THE FACTORY. MCI metro sseomorkribo 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE SURGE ARRESTOR DETAIL SHEET NUMBER C-504 EXTERNAL OF HAND HOLE TO SURGE ARRESTER HANDHOLE EXTERNAL OF HAND HOLE TO SURGE • ARRESTER HANDHOLE BACKBONE BACKBONE AND SPUR DETAILS DETAIL "A" BACKBONE CONFIGURATION 30 FEET LONG #6 AWG INSULATED STRANDED COPPER WIRE (BLUE) C F/0 CABLE NORTH / EAST F/0 CABLE SOUTH / WEST 30 FEET LONG /6 AWG CABLE SHEATH SHOULD BE INSULATED STRANDED FlRMLY BONDED TO Tu COPPER WIRE (BLACK) CENTRAL STRENGTH MEMBER DETAIL "B" BACKBONE AND SPUR CONFIGURATION 30 FEET LONG /6 AWG INSULATED STRANDED COPPER WIRE (YELLOW) (GROUNDING OF SPUR FIBER CABLE) 30 FEET LONG #6 AWG INSULATED STRANDED COPPER WIRE (BLUE) (GROUNDING OF N/E FIBER CABLE) 0 F/0 CABLE NORTH / EAST F/0 CABLE SOUTH / WEST I P;;F�w 30 FEET LONG /6 AWG J CABLE SHEATH SHOULD BE INSULATED STRANDED FlRMLY BONDED TO THE COPPER WIRE (BLUE) CENTRAL STRENGTH MEMBER GROUND LUGS (2 PLACES) Atl FXTFRNAI EROIINn CONNFCnnNC Tn RF M��RFn VATH 'RT%r cnIrONF rAIuX GROUNDING BRAID W/INSTALLATION SLEEVE r—PERFORATEO GROUNDING STRAP —3M SPLICE CASE (COVER NOT SHOWN FOR CLARITY) INSULATED STRENGTH MEMBER GROUND LUGS (2 PLACES)..@ nRnIINn rnNNF(:nnNC Tn RI WITH 'RN CII IrnNF rAlll K GROUNDING BRAID W/INSTALLATION SLEEVE 7—PERFORATED GROUNDING STRAP 3M SPLICE CASE (COVER NOT SHOWN FOR CLARITY) ULATED STRENGTH MEMBER MCI met o C ssenba 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE BACKBONE SPUR DETAIL SHEET NUMBER C-505 FLAT MARKER DETAILS DETAIL "A" ORTHOGRAPHIC VIEW MORTAR (CONCRETE)` 5' 5' DETAIL "B" PROFILE VIEW DETAIL "C" ENLARGEMENT DETAIL HOT DIPPED GALVANIZED STEEL MCI metro .�. 55enba® 10130 MALLARD CREEK ROAD, SUITE 350 CHARLOTTE, NC28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED FCTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE BEACH ONE FIBER - MAYPORT RD WT FROM: MAYPORT RD TO: MAYPORT RD WATER TOWER SHEET TITLE FAT MARKER DETAIL SHEET NUMBER 7] C-506