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1 Ocean Blvd ROW19-0040 Verizon RIGHT OF WAY PERMIT PERMIT NUMBER ROW 19-0040 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ISSUED: 11/13/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 2/11/2020 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: 1 OCEAN BLVD RIGHT OF WAY COMMERCIAL VERIZON RIGHT OF WAY $0.00 RIGHT OF WAY TYPE OF I REAL ESTATE ZONING: + BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170229 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: MCI METRO OWNER: ADDRESS: CITY: STATE: ZIP: ASHFORD ATLANTIC C/O EASLEY MCCALEB & ASSOCIATES MAITLAND FL 32751 BEACH LLP 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: 11/13/2019 1 of 2 S3 RIGHT OF WAY PERMIT PERMIT NUMBER 1 J � ��,vr,� ,'," ' ,m. s, CITY OF ATLANTIC BEACH ROW19-0040 \�� ISSUED: 11/13/2019 \ 800 SEMINOLE ROAD `it JV' ATLANTIC BEACH. FL 32233 EXPIRES: 2/11/2020 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 4 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. iiiiiasiFEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT TOTAL: Issued Date: 11/13/2019 2 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road �ss�` l CA Department.) t� b AtlanticBeach, Florida32233 5445 W l-•4\ Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: s City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I (D C i$AN_- Department review required Yes No Building Applicant: 11\k\ ( e7 2r) Planning &Zoning Tree Administrator Project: R,G,I-4T or_ fk ( L Public Works ( Public Uti iTtie ., Public Safety Fire Services 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: ❑Appy ved. ❑Denied. Not applicable (Circle one.) Comments: 1ZIbRTIPkIi4'f /51,-, '"SPTdiu ,Qty. LEON SNoLIL? /ma BUILDING tic-i3�1- A 6ra1 r ca4Tt1f 6r4-Tid7• PLANNING &ZONING Reviewed by. — —Date: /b 8-1 TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. I INot 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 PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: Application#: Project Address: Check Box Check APPLICATION TRACKING COMMENTS to Add Box to Comment Print Underground Avoid damage to underground water and sewer utilities. Verify vertical and Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination is ❑ 0 Utilities needed, call 247-5878. Meter Boxes Ensure all meter boxes, sewer cleanouts and valve covers are set to grade Sewer Cleanout and visible. ❑ 0 A sewer cleanout must be installed at the property line. Cleanout must be RT1 Sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade 0 0 Cleanout and visible. A reduced pressure zone backflow preventer must be installed if irrigation will RPZ be provided or if there is a private well on the property. Backflow preventer ❑ ❑ Backflow must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line Sensus installed must be metered with a Sensus touch-read meter in a properly sized Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer ❑ 0 Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Sprinkler If fire sprinkler system is provided,call 247-5878 for backflow requirements. Backflow 0 0 At a minimum,will require a double check backflow preventer. Requirement Fire Line Fire lines must be metered with a Sensus touch-read meter. Meters larger ❑ ❑ Meter than 2" must be installed in a vault as noted in JEA specifications. Utility Map See attached Utility Map. 0 0 Disconnect &Cap Disconnect and cap water and sewer lines. ❑ 0 Inspection MUST call the Inspection Line at 247-5814 to request an inspection of the Prior disconnected and capped water and sewer lines PRIOR to demolition. 0 0 ❑ 0 ❑ 0 ❑ 0 O 0 CEIVE rSrL� City of Atlantic Beach - APPLICATION NUMBER A Building Department NOV 0 7 2019 (To be assigned by the Building Department.) r� 800 Seminole Road j ' -- ll a (��� � Atlantic Beach, Florida 32233-5445 1�0(1.J 1 `�-� Phone(904)247-5826 • Fax(904)247-5845--------- -'!,,,;69'? 47-5845- ----._ ii / !;,,;,�9r E-mail: building-dept@coab.us Date routed: _ l t(J City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: L) C AN Department review required Yes No Building Applicant: I\P'\ O- ( tA \er�� Planning &Zoning Tree Administrator Project: C l a 1-47 ()`_ ` Public Works Public Uti _;)i ) Public Safety Fire Services 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: %/Approved. ❑Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING lir Reviewed /( Date: ` l�/ TREE ADMIN. Second Review: A roved as revised. Denied. ❑ pp ❑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 PUBLIC WORKS PLAN REVIEW COMMENTS Date: // 7-/ 9 Application#: / 60 C Project Address: / CONDITIONS OF APPROVAL TO PRINT ON PERMIT Check Box to Select Driveway All concrete driveway aprons must be 5"thick,4000 psi, with fibermesh from edge of pavement Apron to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. 0 (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. [t " 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 CO1 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. ❑ 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 Maximum circular driveway width within the City right-of-way is 12'. 0 Driveway 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. ❑ Removed Infra- Any damage done to infrastructure must be repaired by Contractor. structure Revised 2/26/19 rhr11-W RIGHT-OF-WAY / EAStMEN I F'tRMI I AI'I'LICAI IUN **ALL INFORMATION City of Atlantic Beach HIGHLIGHTED IN GRAY IS r 800 Seminole Road, Atlantic Beach, FL 32233 REQUIRED. �us:,*r PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job l ©CGQ,` �/,' ( Address Atlantic Blvd from 327 Atlantic Blvd to1OceanBlvd. Permit Number � �� �n { ` 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 Keely Lane Phone(910)233-8858 Email keely.lane@essentia-inc.com Workers Compensation Insurers 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 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 Pub. Works Dir for shall be notified 24 hours prior to starting work and again immediately upon coo pletion. Date /a/029/r 9 Permittee(signed in prese ce of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this 2.1 day of 0I G_I - ,zo lar , by /&0 rll►n F sh{r ,who personally appeared before me and (printed name of Permittee) I I y Pub i rate of Jr, Notary Public,State of Florida "` MyComm Ex ires August 9,2020 acknowledged that he/sh signed the instrument voluntarily for the purpose expressed in it. p 9 ..-.•,� •,�b M1;,,. Commission No. GG 20085 [ ] Personally Known Signature of Notary Public,State of Florida -A1 Produced Identification (Type) 9n 4,4 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: PROJECT MANAGER: MARVIN FISHER (904)687-6051 DUSTIN MILLER (904) 426-4932 KEITH THOMPSON (352)598-1736 WILLIAM BLOOM (252)201-0326 UTILITIES WATER/SEWER: CITY OF NEPTUNE BEACH PUBLIC WORKS DEPT 2010 FOREST AVENUE NEPTUNE BEACH, FL 32266 (904)270-2423 GAS/ELECTRIC BEACHES ENERGY SERVICE (904)247-6241 GOVERNMENT i CITY OF ATLANTIC BEACH: OPERATIONS SUPERVISOR: BUILDING OFFICIAL: PERMIT TECHNICIAN: BUILDING INSPECTOR: JENNIFER JOHNSTON (904)247-5818 DAN ARLINGTON (904)247-5813 TONI GINDLESPERGER (904)247-5852 MIKE JONES (904)247-5844 MCI METRO ACCESS TRANSMISSION SERVICES CORP. PROJECT TITLE: JACKSONVILLE ONE FIBER 1 OCEAN BLVD PROJECT NUMBER: 074664-001 PROJECT TYPE: CONSTRUCTION FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD JURISDICTION: CITY OF ATLANTIC BEACH Kntm what's below. 4081) before you dig. DRAWING INDEX CBB DESCRIPTION REV G-001 COVER SHEET 10/23/19 G-002 GENERAL NOTES 10/23/19 G-003 SYMBOLS KEY 10/23/19 G-004 BILL OF MATERIALS 10/23/19 G-101 KEY MAP 10/23/19 C-101 C-103 PLAN SHEETS 10/23/19 C-501 CONSTRUCTION DETAILS 10/23/19 C-502 SIDEWALK DETAIL 10/23/19 C-503 30X6OX30 HANDHOLE DETAIL 10/23/19 C-504 24X36X24 HANDHOLE DETAIL 10/23/19 C-505 SURGE ARRESTOR DETAIL 10/23/19 C-506 BACKBONE SPUR DETAIL 10/23/19 MCI me o Issenba 10130 MALLARD CREEK ROAD, SUITE 300 CHARLOTTE, NC 28262 el 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 ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE COVER SHEET SHEET NUMBER G-0011 CONSTRUCTION NOTES 1. ALL CONDUIT WILL BE 2" ID SCHEDULE 40 (i.e PVC OR BSP/GSP, MANUFACTURED 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 EACH 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 COVER IS OBTAINABLE UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION DRAWINGS. 7. ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A 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 TO 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 SHALL 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 SHALL 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 4. 4. QUANTITY, SIZE OF HANDHOLE/MANHOLE, DIMLNSION OF EXPOSE CONDUIT AND RELOCATE 217 WALL, LINEAR/SQUARE FOOTAGE, SIZE OF PUI USPLICE 5. EXPOSE AND REMOVE CONDUIT 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., PLACE HANDHOLE SPECIFIED PURPOSE AND MATERIAL, BRIDGE NO. AND RR RELOCATE HANDHOLE 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 REPLACEISUBSTITUTE 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 MCI me o SSenba 10130 MALLARD CREEK ROAD, SUITE 300 CHARLOTTE, INC 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 ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE GENERAL NOTES SHEET NUMBER G-002 SYMBOLS KEY SYMBOLS EXISTING CULVERT LINETYPES LABELLING PROPOSED HANDHOLE EXISTING TELECOM PEDESTAL PROPOSED DIRECTIONAL BORE 2" CONDUIT SDWK SIDEWALK ® PROPOSED 4'X4'X4' BORE PIT EXISTING UG ELETRICAL PROPOSED AERIAL FIBER CL CENTERLINE MKR------------ EXISTING STREET LIGHT EXISTING CONDUIT EOP EDGE OF PAVEMENT ??+ PROPOSED FIBER MARKER POST ??+?? EXISTING TREE/SHRUB EXISTING RIGHT OF WAY BOC BACK OF CURB —X X— EXISTING FENCE R/W RIGHT OF WAY EXISTING HANDHOLE ❑ ❑ ❑ EXISTING GUARDRAIL HH HANDHOLE x EXISTING WATER VALVE EXISTING WATER METER UTILITIES �— EXISTING FIRE HYDRANT -- G-- EXISTING GAS ® EXISTING STORM DRAIN INLET ----W — EXISTING WATER —ELEC--- EXISTING POWER SD EXISTING STORM DRAIN -- ss -- EXISTING SANITARY SEWER O EXISTING SEWER DRAIN ---comm--- EXISTING TELECOMMUNICATIONS -- EXISTING CULVERT ® EXISTING RISER ® EXISTING TELECOM PEDESTAL EXISTING POWER BOX LEC EXISTING UG ELETRICAL X EXISTING POWER POLE EXISTING STREET LIGHT Q EXISTING SIGN EXISTING TREE/SHRUB EXISTING PALM TREE MCI metro ssenba 10130 MALLARD CREEK ROAD, SUITE 300 CHARLOTTE, NC 28262 REVISIONS REV DATE IDESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE SYMBOLS KEY SHEET NUMBER G-003 MCI metro ssenba 10130 MALLARD CREEK ROAD, SUITE 300 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 ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE BILL OF MATERIALS SHEET NUMBER G-004 BILL OF MATERIALS MATERIAL QUANTITY ENG. ASBUILT 864CT FOC 1,063' DIRECTIONAL BORE 863' 2" HDPE CONDUITS 1,726' 30X6OX30 HH 1 24X36X24 HH 1 CABLE MARKERS REMOVE & RESTORE 0 80 SQFT MCI metro ssenba 10130 MALLARD CREEK ROAD, SUITE 300 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 ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE BILL OF MATERIALS SHEET NUMBER G-004 C-101 C-102 C-103 KEY MAP SCALE: 0' 250' 500' 11 x 17: 1" = 250' 22x34:1=125' • • Know what's below. Call before you dig MCI met o vz,1ssenba ®R 0130 MALLARD CREEK ROAD, SUITE 300 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 ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE KEY MAP SHEET NUMBER G-101 ATLANTIC BEACH CITY LIMITS NEPTUNE BEACH CITY LIMITS 0+00-2+76 0+00-2+76 0+00 1 2 3 630 410 240 276' 276' 30X60"X30" II DETAIL A DETAILED SITE PLAN J(,ALt: v Du' 100' 11x17:1"=50' 22x34:1"=25' I � I �I N 1 i i Ld n o ! I 11 I a a I I D o 0 0 0 0 0 it I 1 m 0 0 0 w w w w 1 I I 0 0 v w o 0 0 0 I w w w w I I I i DRIVE "� L + + + + + + 1 I N N I 1 1 I I I I NOTE: TRACER WIRE TO BE PLACED WITH ALL BURIED PLANT Know what's below. 0111 before you dig. MCI metro ssenba@ 10130 MALLARD CREEK ROAD, SUITE 300 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER -4 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST Y = D. BORE PULL 864 EXIST. HH 326' DIRECTIONAL BORE 276' 2" HDPE CONDUIT 552' Co 0 CABLE MARKERS m a (2) 2" HDPE FOC 50' SLACK + M N CONDUITS z N O r1- O X0000 N V) W N — — — — — — — — — — — — — — — R --G-----G-----G-----G—_---G----- -----G---`—G. ---G-----C-----G-----G-----G— V/ Lq 2 5 7 SEE DETAIL A ATLANTIC BLVD EOP ATLANTIC BEACH CIN LIMITS Q — N N T NEPTUNE BEACH CIN LIMITS I O 327 ATLANTIC BLVD NEPTUNE BEACH CITY I FL 32266 r N t lri N c � �.., — — ;,,.. - - ----- -- 1 _ ELEC_ L w -- -- G�— i —G-----G--- I I �C- �_^ BORE ANGLE In ♦ of > 'n ;n I tV i U \ ---- c-- \ G— MKR. � o � I � Z O w N1 I LL, \ = 1 1 1j V) I i I1 1 X1.1 1 w W cn DETAIL A DETAILED SITE PLAN J(,ALt: v Du' 100' 11x17:1"=50' 22x34:1"=25' I � I �I N 1 i i Ld n o ! I 11 I a a I I D o 0 0 0 0 0 it I 1 m 0 0 0 w w w w 1 I I 0 0 v w o 0 0 0 I w w w w I I I i DRIVE "� L + + + + + + 1 I N N I 1 1 I I I I NOTE: TRACER WIRE TO BE PLACED WITH ALL BURIED PLANT Know what's below. 0111 before you dig. MCI metro ssenba@ 10130 MALLARD CREEK ROAD, SUITE 300 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER -4 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST MATERIALS QUANTITY ESTIMATED FACTUAL 864ct FOC 326' DIRECTIONAL BORE 276' 2" HDPE CONDUIT 552' 30"X60"X30" HH 0 CABLE MARKERS 0 CUT & RESTORE 0 SQFT PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE PLAN SHEET SHEET NUMBER �7 0' 1' 2- 3- 4- 5- 6- 7- 8. '3'4'5'6'7'8' PROFILE - ATLANTIC BLVD HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1'.=5' UTILITY PROFILE JI:HLt: v DUIOU' 11x17:1"=50' 22x34:1"=25' iJROPOSED HH 0+00 SIDEWP SIDEWALK DRIVE DRIVE SIDEWALK DRIVE 0+00 0+50 1+00 1+50 DEPTH TO BE A MINIMUM OF 60" BELOW GRADE 55' RIGHT OF WAY C/L w C7 25' 30' a w n SDWK 2ND ST snw&c N is co 2+00 \ 2+50 DIRECTIONAL $ PULL (1)864CT FIBER. (60" MINIMUM COVER) 0' 1' '3'4'2- 3- 4- 5' 5' 6- 7- NOTE: NO ELEVATION RECORDS AVAILABLE. CONTRACTOR SHALL VERIFY DEPTH BEFORE BORING. i Know what's below. Call before you dig. MCI met o ssenba ®R 10130 MALLARD CREEK ROAD, SUITE 300 CHARLOTTE, NC 28262 (I 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 ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE PROFILE SHEET SHEET NUMBER C-101.1 CO MATERIALS NEPTUNE BEACH CITY LIMITS CONDUITS (O — ----- C"----ELE 11 N lz�l � i— 1 11 —1 N 1 I n I J10ai i w /W I✓ / 1 U — C— --ELEC-I—�- NLO 2 -- o u0 L0 OUT IN ATLANTIC BLVD _ EOP I ¢ DD N -- -- -- — — — — — 19' 9' w I BORE ANGLE 2+76-6+61 2+76-6+61 3+64 1 2 5 630 410 281 385' 385' 25 SQFT D. BORE PULL 864 REMOVE & RESTORE (2) 2" HDPE FOC BRICK PAVERS DETAILED SITE PLAN ' IUALL:bU" 100' 11x17:1"=50' 22x34:1"=25' MATERIALS NEPTUNE BEACH CITY LIMITS CONDUITS (O — ----- C"----ELE 11 I lz�l � EOP I Q I nV) w w w J10ai w �W w '-- U — C— --ELEC-I—�- NLO --ELEC -- o u0 L0 OUT IN ATLANTIC BLVD _ EDP- ATLANTIC BEACH CITY LIMITS ¢ DD N -- -- -- — — — — — 19' 9' DETAILED SITE PLAN ' IUALL:bU" 100' 11x17:1"=50' 22x34:1"=25' MATERIALS NEPTUNE BEACH CITY LIMITS �t-' ELd of — ----- C"----ELE 11 , lz�l T— EOP N 25 SOFT Of w w w w w w '-- U — C— --ELEC-I—�- C-- --ELEC-- --ELEC -- o u0 L0 OUT IN Do o h M I 19' 9' w I BORE ANGLE V) V) W W V DETAILED SITE PLAN ' IUALL:bU" 100' 11x17:1"=50' 22x34:1"=25' > MATERIALS NEPTUNE BEACH CITY LIMITS 864ct FOC 385' of 385' 0 oof 30"X60"X30" HH 0 Of 0 N 25 SOFT Of w w w w w w '-- ®ELEC------ SEC ----(LEC-----ELEC— — — C— U tDDO l(7 o u0 I J DO Do o h M I Lo (DD I W-4 1 V) > MATERIALS QUANTITY ESTIMATED ACTUAL 864ct FOC 385' of 385' 0 oof 30"X60"X30" HH 0 Of 0 REMOVE & RESTORE 25 SOFT Of w w w w w w w w tDDO rn o u0 Do o h M M Lo (DD In T NOTE: TRACER WIRE TO BE PLACED WITH ALL BURIED PLANT Know what's below. Call before you dig. MCI me o baa" 10130 MALLARD CREEK ROAD, SUITE 300 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MA 1 tKIAL LI, I MATERIALS QUANTITY ESTIMATED ACTUAL 864ct FOC 385' DIRECTIONAL BORE 385' 2" HDPE CONDUIT 770' 30"X60"X30" HH 0 CABLE MARKERS 0 REMOVE & RESTORE 25 SOFT PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE PLAN SHEET SHEET NUMBER C-102 0' 1' 2- 3- 4- 5- 6' '3'4'5'6' 7- 8- PROFILE '$' PROPOSED BORE PIT 3+64 SIDEWALK 3+00 13+50 PROFILE - ATLANTIC BLVD HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: 1"=5' UTILITY PROFILE SI:ALt: O OU' 10 11x17:1"=50' 22x34:1"=25' DRIVE SIDEWALK DRIVE SIDEWALK 4+00 4+50 5+00 5+50 DEPTH TO BE A MINIMUM OF 60" BELOW (GRADE RIGHT OF WAY I + I 1ST ST I SIDEWALK to 6+00 6+50 DIRECTIONAL BORE INSTALL 2-2" HDPE COQ & PULL (1)864CT FIBER. (60" MINIMUM COVER) 0' 1' 2' 3- 4- 5. '4'5' 6' 7' NOTE: NO ELEVATION RECORDS AVAILABLE. CONTRACTOR SHALL VERIFY DEPTH BEFORE BORING. A Know what's below. Call before you dig. MCI metro ssenba 10130 MALLARD CREEK ROAD, SUITE 300 CHARLOTTE, NC 28262 11 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 ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE PROFILE SHEET SHEET NUMBER C-102.1 C/L W 20' 30' a a 0 z W I + I 1ST ST I SIDEWALK to 6+00 6+50 DIRECTIONAL BORE INSTALL 2-2" HDPE COQ & PULL (1)864CT FIBER. (60" MINIMUM COVER) 0' 1' 2' 3- 4- 5. '4'5' 6' 7' NOTE: NO ELEVATION RECORDS AVAILABLE. CONTRACTOR SHALL VERIFY DEPTH BEFORE BORING. A Know what's below. Call before you dig. MCI metro ssenba 10130 MALLARD CREEK ROAD, SUITE 300 CHARLOTTE, NC 28262 11 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 ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE PROFILE SHEET SHEET NUMBER C-102.1 6+61-8+63 6+61-8+63 1 2 630 410 202' 202' D. BORE PULL 864 (2) 2" HDPE FOC CONDUITS 7+66 7+66 3 4 240 281 24'X36"X24" 20 SQFT PLACE HH REMOVE & RESTORE 100' SLACK BRICK PAVERS 8+63 8+63 5 6 240 281 30'X60"X30" 35 SQFT PLACE HH REMOVE & RESTORE 50' SLACK BRICK PAVERS DETAILED SITE PLAN 11x17:1"=50' 22x34:1"=25' 0' L- N 0 n ID CIO In "D n nn 1 OCEAN BLVD ATLANTIC BEACH CITY FL 32233 �1 ill 4' CD i 1I 1 LE Fo F 90 �O c� � 9� ATLANTIC BEACH CITY LIMITS — — — — — — — — — — — — — — — — — NEPTUNE BEACH CITY LIMITS NOTE: TRACER WIRE TO BE PLACED WITH ALL BURIED PLANT • • Know what's below. Call before you dig. MCI metro ssenba 10130 MALLARD CREEK ROAD, SUITE 300 CHARLOTTE, NC 28262 REVISIONS REY DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MAI LKIAL 1-I51 MATERIALS QUANTITY ESTIMATED ACTUAL 864ct FOC 352' DIRECTIONAL BORE 202' 2" HDPE CONDUIT 404' 24"X36"X24" HH 1 30"X60"X30" HH 1 CABLE MARKERS 0 REMOVE & RESTORE 55 SOFT PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE PLAN SHEET SHEET NUMBER C-103 0' 1' '3'4'2- 3- 4- 5. 5' 6- 7- 8- PROFILE '7'8' PROFILE - ATLANTIC BLVD HORIZONTAL SCALE: 1"=50' VERTICAL SCALE: V.=5' UTILITY PROFILE J4Lt:: V 5U' 100' 11x17:1"=50' 22x34:1"=25' W L7 Q a z c� w m PROPOSED HH c+o 7+66 SIDEWALK PROPOSED HH ATLANTIC BLVD 8+63 50 7+00 7+50 8+00 8+50 DEPTH TO BE A MINIMUM OF 60" BELOW GRADE 9+00 DIRECTIONAL BORE INSTALL 2-2" HDPE CO[ & PULL (1)864CT FIBER. (60" MINIMUM COVER) 0' 1' 2- 3' 4' 5- 6- 7' '6'7' 8' NOTE: NO ELEVATION RECORDS AVAILABLE. CONTRACTOR SHALL VERIFY DEPTH BEFORE BORING. Know what's below. Call before you dig. MCI metro ssenba c 10130 MALLARD CREEK ROAD, SUITE 300 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED FACTUAL PROJECT NUMBER: 074664001 PROJECT TITLE: JACKSONVILLE ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE PROFILE SHEET SHEET NUMBER C-103.1 r EXISTING GRADE 418" �(2) 2" HDPE CONDUIT (1) 864 FOC AN DIRECTIONAL BORE CROSS SECTION FOR CONDUIT � s�uE.xTs U U O O m VARIES VARIES C/L (2) 2" HDPE CONDUIT D ROADWAY CROSSING OWN CONSTRUCTION DETAILS EXISTING GRADE 24" XISTING TELEPHONE CABLE 12" 48"EXISTING GAS LINE �(2) 2" HDPE CONDUIT (1) 864 FOC ' DIRECTIONAL BORE CROSSING BENEATH PERPENDICULAR UTILITIES o s�E. xTs VARIES RNV wa. R/W VARIES VARIES w 5' MIN VARIES ASPHALT SURFACE 48" UNDISTURBED UNDISTURBED EARTH ROAD BED (2) 2^ HDPE CONDUIT (1) 864 FOC DIRECTIONAL BORE PARALLEL CONDUIT FOR DOT ROW EXISTING GRADE a RNV 48" VARIES VARIES O 5' MIN 4' VARIES RCP CULVERT 48 T SURFACE DQ� Og 3' MIN. VARIES 4'X4'X4' BORE PIT DIRECTIONAL BORE (2) 2" HDPE CONDUIT E/W (1) 864 FOC DRIVEWAY CROSSING s�,�E ATE 6. W X 10' L X 42" D EXCAVATION PIT ON R/W HDPE CON T / HDPE CONDUIT DB T DB ��DB�+ �+TIE-IN STATION 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 1'HE INTENDED TIE-IN, THEN TURNED UP TO DAYLIGHT. 4. ALL EXCAVATIONS OR TRENCHES 4 FEET OR GREATER IN DEPTH SHALL 2. THE TIE-IN POINT IS EXCAVATED, PIPES CUT OFF WHERE THEY CROSS BE APPROPRIATELY BENCHED, SHORED, OR SLOPED ACCORDING TO THE EACH OTHER AT DESIGN DEPTH, AND A COUPLER IS INSTALLED TO PROCEDURES AND REQUIREMENTS SET FORTH IN OSHA'S EXCAVATION CONNECT THE TWO PIPES AT THE DESIGN DEPTH. STANDARD, 29 CFR 1926.650-651, AND .652 r, PLOW AND DIRECTIONAL BORE TIE-IN V SCnLE: MS DIRECTIONAL BORE (2) 2" HDPE CONDUIT ENV (1) 864 FOC CULVERT CROSSING � sue. Ms MCI metro ssenba 10130 MALLARD CREEK ROAD, SUITE 300 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 ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER C-501 BACKFILL IN 6" SETUP FOR SETUP FOR LAYERS WITH ROCK NORTH SOUTH FREE MATERIAL AT 10, 95% COMPACTION RATE 6. W X 10' L X 42" D EXCAVATION PIT ON R/W HDPE CON T / HDPE CONDUIT DB T DB ��DB�+ �+TIE-IN STATION 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 1'HE INTENDED TIE-IN, THEN TURNED UP TO DAYLIGHT. 4. ALL EXCAVATIONS OR TRENCHES 4 FEET OR GREATER IN DEPTH SHALL 2. THE TIE-IN POINT IS EXCAVATED, PIPES CUT OFF WHERE THEY CROSS BE APPROPRIATELY BENCHED, SHORED, OR SLOPED ACCORDING TO THE EACH OTHER AT DESIGN DEPTH, AND A COUPLER IS INSTALLED TO PROCEDURES AND REQUIREMENTS SET FORTH IN OSHA'S EXCAVATION CONNECT THE TWO PIPES AT THE DESIGN DEPTH. STANDARD, 29 CFR 1926.650-651, AND .652 r, PLOW AND DIRECTIONAL BORE TIE-IN V SCnLE: MS DIRECTIONAL BORE (2) 2" HDPE CONDUIT ENV (1) 864 FOC CULVERT CROSSING � sue. Ms MCI metro ssenba 10130 MALLARD CREEK ROAD, SUITE 300 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 ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER 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 1/211 EXPANSION JOINT WILL'BE REQUIRED AT 50' INTERVALS. A 1/211 EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY,RIGID STRUCTURE. SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION REQUIREMENTS AND CONSTRUCTION GUIDELINES. BUILDING, WALL, ETC. 1/2R EXPANSION JOINT • JOINT SEALER 1/2" JOINT WIDTH T = SIDEWALK THICKNESS SURFACE OF SIDEWALK JOINT FILLER TRANSVERSE EXPANSION JOINT IN SIDEWALK FILL 3/8" WIDE x 1" DEEP GROOVED OR SAWN JOINT WITH JOINT SEALING COMPOUND DETAILS, SHOWING JOINTS IN CONCRETE SIDEWALK Z LDU) Q ,JLJ= ooaoc� w Q Z = FQ— F— u- O z 0 F— > �o W 0 MCI metro ssenba 10130 MALLARD CREEK ROAD, SUITE 300 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 ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE SIDEWALK DETAIL SHEET NUMBER C-502 1/8" RAD 1/8" RAD �. o.. �. .. �. o'. PROPOSED D p;.e'. v'• e' e'• c'. o CONCRETE PROP. C&G SIDEWALK' CONC. PAVEMENT DETAILS, SHOWING JOINTS IN CONCRETE SIDEWALK Z LDU) Q ,JLJ= ooaoc� w Q Z = FQ— F— u- O z 0 F— > �o W 0 MCI metro ssenba 10130 MALLARD CREEK ROAD, SUITE 300 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 ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE SIDEWALK DETAIL SHEET NUMBER C-502 DETAIL "A" _ EXPLODED IS❑METRIC DETAIL SEE DETAIL 'A-3' THIS SHEET NON-SKID — SURFACE EMS MARKER 3M CAT #1411 CONE 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 30" a 30"X 60"X 30" HANDHOLE DETAIL TWO PIECE REINFORCED POLYMER MORTAR (RPM) COVER FOR 20,000 LBS. LOADING WEIGHT —LIFTING SLOT 4" X 2" WITH CENTER PIN .75 IN, MCI 1-600-624-967 .50 IN. - 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) 4,50" BELL ENDS W/ PVC---,/ /�6 LIFTING BOLT;; (TYP. 4 PLACES) PLUG, BELL ENDS TO �'S , ACCOMODATE SCHED. 2" KNOCKOUT (BOTH ENDS) 40 PVC (BOTH ENDS) 2.50" KNOCKOUT (BOTHIENDS) SUITABLE DIRT BACKFILL DETAIL "C" EXCAVATI❑N PIT PLAN F'ROF I LE 0 I EMS MARKER (ONE SIDE ONLY) 5' - 0' z Lo (U L6 CUFF 4.75" fU i �i ♦ ; e ee e • .. ... 9 lea CRUSHED STONE 3" REINFORCED RIB EXISTING GRADE SUITABLE DIRT BACKFILL PVC, BSP/GSP OR HDPE CONDUIT (TYP.) DETAIL LOCK DOWN DEVICE NEOPRENE RUBBER 4" X 1,50" X .25"� A .1875" SCRI REINFORCED POLYMER MORTAR COVER AND FRAME SECTION A -A LOCKING DEVICE CROSS SECTION FIBERGLASS VAULT DETAIL "B" VAULT BOTTOM PLAN VIEW (144 SQ. IN. TOTAL DRAINAGE) i 7" DETAIL "D" SIDE WALL VIEW INSIDE LO❑KING OUT — 30" ►W 30"- CSS `TYp� DETAIL "A-2" ENGAGED LOCK DOWN DEVICE NEOPRENE --"-- 1" DIA HOLE FOR GROUND ROD (TYP - 2 PL) DETAIL "A-3" 50" STAINLESS S - ACME THD. BOLT & CAPTURE NUT W/ STAINLESS END CF (SELF CLEANING) 1000 UNISTRUT COVER HOLD DOWN BRACKET OF 2 -PIECE RPM COVER .375" INSERT (TYP-4 PLACES)LS) p4 p p p a a a v G 4 H a 6" X 6" DRAIN ,50" OPENING (MAX) (TYP - 4 PL) RPM FRAMI `I n r\ -,375" LAG BO T ANCHOR (TYP.) .75" X 1,25" HEX BOL WITH NUT, AND WASH' "—COVER HOLD DOWN BRACKET (HOT DIPPED GALV) (2 REQ'D) DETAIL "A-4" SUPPORT BEAM INSTALLATI❑N (TYP. AT 6 PLACES) /—RPM COVER pa p p o a a a v d 4 p SUPPORT a d d BEAM p p 4 4 p p D 4 4 NOTEI FIBERGLASS f- LINEAR DISTANCE BETWEEN VAULT LAG BOLT ANCHORS MUST BE 25". NOTESI 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. MCI metro ssenba 10130 MALLARD CREEK ROAD, SUITE 300 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 ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE HANDHOLE DETAIL SHEET NUMBER C-503 Inside Dimensions Length Width Depth 33 9/16" 21 15/16" 21" 3/8-16 STAINLESS UNC STEEL HEX HEAD BOLT 5I$ W/ WASHER (2) y5`go5l o COVER 24"X 36"X 24" HANDHOLE DETAIL 3/8-16 UNC STAINLESS STEEL HEX HEAD BOLT W/ WASHER (2) `9 o O �. 2 PIECE COVER POLYMER TONGUE & GROOVE -1/2" (13) X 4" (102) PULL SLOT —.5 COF SKID $ RESISTANT SURFACE5l�g561 LIFTING BOLT (4) PG BOX 21(4 70 )41 1/2" (13) X 4" (102) FlULL SLOT —.5 COF SKID RESISTANT SURFAj,-E NOTESI 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, APROXIMATELY POUNDS IN WEIGHT, THE LIDS ARE POLYMER CONCRETE MATERIAL, EACH APPROXIMATELY POUNDS, 433/ X 4„ (121) 4 KNOCKOUTS (8) 3/8" 8" (10) (203) PG BOTTOM EXTENSION NOTEI LINEAR DISTANCE BETWEEN LAG BOLT ANCHORS MUST BE 25". �� X601 S6s 4' l$ A ; B (13) (51)� 2X 4" (102) X 4" (102) MOUSEHOLES (PG2436BB ONLY) 2X 4" (102) X 4" (102) MOUSEHOLES (PD2436BB ONL • , � N LIFTING INSERTS (4) MSCI metro ssenbaT) 10130 MALLARD CREEK ROAD, SUITE 300 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 ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE HANDHOLE DETAIL SHEET NUMBER C-504 "RPM` COVER W/ NON SKID SURFACE LIFT SLOT -� SURGI TERMIN SWING BLACK MARE BLUE WIRE - DETAIL "A" ISOMETRIC VIEW RECESSED LOCK DOWN I.D. DETAIL "D" BACKBONE CONFIGURATION 6TERMINAL SURGE BLOCK ARRESTER BRACKET SOUTH/WESTT T NORTHEAST SHEATH (BLACK) SHEATH (BLUE) TO GROUND ROD IN SURGE ARRESTER HANDHOLE (GREEN) DETAIL "F" SPUR CONFIGURATION GREEN WIRE WIRE SOUTHWEST NORTHEAST SHEATH (BLACK) SHEATH (BLUE) BLUE TO GROUND ROD IN WIRE SURGE ARRESTER HANDHOLF (GRFFN) TERMINAL SPUR SURGE BLOCKARRESTER .O. ANGLE T SPUR SHEATH (YELLOW) LEEN WIRE YELLOW WIRE SURGE ARRESTOR HANDHOLE DETAILS DETAIL "B" TOP VIEW SURGE ARRESTER TERMINAL BLOCK -. 19" BOTTOM r 10.50" TOP 12.25" 1.-1BOTTOM 20" TOP 21.50' END VIEW RPM FRAME DETAIL "C" SIDE VIEW 23.50" 21.75" SEE DETAIL 'C-1" FOR RPM ENLARGEMENT BELOW 18.GC 16.00" FRP- L BOX �-- j- 21.00* +I DETAIL "C-1" RPM FRAME ENLARGEMENT INSIDE BOX DETAIL "H" LOCKING DETAIL LOCKING NUT-\ /--GROO DETAIL "G" Int: FRAME TYPICAL SURGE ARRESTER .. ..... .. ....... HANDHOLE I WELDED S.S. SUITABLE DIRT 3'-0" {e- 21.5" -sl WASHER SWING BOLT BACKFILL I C ING CATCH E FRP BOX BLE DIRT .375" DIA. S.S. FlLL SWING BOLT 2'-6' HANDHOLE 18"SHED NE NOTES: 3' 1. VOID IN AREAS TO BE BACKFILLED WITH SELECT MATERIAL. 2. SURGE ARRESTER HANDHOLE TO BE PLACED ON 3" OF PLANPROFILE CRUSHED STONE (3/4' GRADE). HDPE TO 3•ALL HANDHOLES SHALL BE SURFACE MOUNTED. SPLICE 4• SURGE ARRESTER, TERMINAL BLOCK, AND WIRE HARNESS WILL BE HANDHOLE MOUNTED BY THE FACTORY. MCI metro ssw-ow&n� a@ 10130 MALLARD CREEK ROAD, SUITE 300 CHARLOTTE, INC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED I ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE SURGE ARRESTOR DETAIL SHEET NUMBER C-505 FLAT MARKER DETAILS DETAIL "A" ORTHOGRAPHIC VIEW MORTAR (CONCRETE)` 5" DETAIL "B" PROFILE VIEW DETAIL "C" ENLARGEMENT DETAIL HOT DIPPED GALVANIZED STEEL MCI �ii�e o ssenba ° 10130 MALLARD CREEK ROAD, SUITE 300 CHARLOTTE, NC 28262 REVISIONS REV DATE DESCRIPTION DRAFTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET MATERIAL LIST QUANTITY MATERIALS ESTIMATED I ACTUAL PROJECT NUMBER: 074664-001 PROJECT TITLE: JACKSONVILLE ONE FIBER 1 OCEAN BLVD FROM: 327 ATLANTIC BLVD TO: 1 OCEAN BLVD SHEET TITLE FLAT MARKER DETAIL SHEET NUMBER C-506