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363 Atlantic Blvd ROW22-0030 fiber optic cable installation permit appBuilding Permit APP|ication City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL32233 Phone: (904) 247-5826 Email: Buildine-D t@coab.us Job Address:363 Atlantic Blvd Permit Number: LOTS 7,9, 11,'12,13, 14, 15, 16, 17 & ',18, BLK 1. PB 5, PG 69 RE#1 69730 oO05Legal Description Valuation of Work {Replacement Cost) S Heated/Cooled SF --=- Non- Heated/Cooled- Classof Work: INew nAddition trAlteration trRepair trMove trDemo trPool trWindodDoor Useofexisting/proposed structure(s): ICommercial trResidential lf an existing structure, is a fire sprinkler system installed?: trYes ENo Name N/A Address City State r,. . Zip Phone t a a Florida product Approval # for multiple products use product approval form Property Owner I nformation E-Mail Owner or Agent (lf Agent, Power of Attorney or Agency Letter Required) Contractor lnformation Name of any FIBERLI NK LLC Qualifying Agent DO State Job Site Contact Number DANTE BRADLEY E.Ma Office Phone 321 State Certification/Registration # Architect Name & Phone # Alpine Communication - 772-828-8945Engineer's Name & Phone # Workers Compensation lnsurer Clear Spring Property and Casualty Company OR Exempt D Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, wELLS, pOOLS, FURNACES, BOtLERS, HEATERS, TANKS, and AIR coNDlTloNERS, etc. NOTICE: ln 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. OWNER'S AFFtDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.-' '\r _l -.L :t',1 i ,r"-^_/ (Signature of Owner or Agent) Signed and sworn to (or affirmed) before me this - day of of Contractor) before me day of rv) _, bv of [ ] Personally Known OR [ ] Produced ldentification KI/r)Personally Known OR Produced ldentification KELTY RTIELI Notary publlc State of Florld. Type of ldentification: (Signature of Notary) Type of ldentification: Expires tOl3U2OZs updated 10/9/18 **ALL lNFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. TRL and the workofin detail be performed:totypeDescribe ln oftoaerialinstallFiberCityrightandboreOpticrectionalDi ROW22-0030 1'#I RIGHT.OF.WAY / EASEMENT PERMIT APPTICATION City of Atlantic Beach 800 Seminole Road, Atlantic Beach, FL 32233 Permit Number **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 363 Atlantic Blvd Contractor lnformation Com Address 2OO5 N ORANGE BLOSSOM TRL Qualifying agenl DANTE BRADLEY state FL zip328O4 LLC _ Email DANTEBRADLEY@FI BERLINKLLC.NET State Certification/Registr s1i6p ffES1200'1805 Architect_ Phone a Email Eng I 6ggp Alpine communication Phone (772) 828-8945 963 11 mmallwitz@alpinecc.us Workers Compensation lnrrr"rFlClear Spring Property and Casualty Company OR Exemptl--lExpiration Date 05t04t2023 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 supervi5;en 61 MIKE GORIS (Project Su perintendent) with (Company Name)FIBERLINK LLC ph6ns(386) 262-4545 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. Thepermitteeshall commenceactual constructioningoodfaithwithin 30 days. lfthebeginningdateismorethan60 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. Public Works Director shall be notified 24 hours prior to starting work and again immediately upon completion. ed in presence of Notary Public) o a a a a a o a STATE FLORI OF DUVAL The nt was acknowledged this /a/ / oayol by (printed name of Permittee acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. 20a), who personally appeared before me and Signature of Notary P of Florida Ii..[ Personally Known '[ ] Produced ldentification (Type) KEI.IY RYIEI. Notary publtcffiState of Florlda Comm#HH19227 balres IOBU?f/}SH:\Applications & Forms\Word Documents\201801001 Right-of-Way Easement Permit Application.docx Revision Date: 10/1/18 ffi ,i i)Date ' .: ROW22-0030 DESIGN TICKET FOR UTILITIES AND PERMITTING Ticket : 187205534 Rev:000 Taken: 07/06/22 13:11ET State: FL Cnty: DUVAL GeoPlace: ATLANTIC BEACH CallerPlace: ATLANTIC BEACH Subdivision: Address : 363 Street : ATLANTIC BLVD Cross 1 : SHERRY DR Within 1/4 mile: N 1168' Locat: 363 ATLANTIC BLVD : Remarks : PROPOSED TRENCH, DIRECTIONAL BORE AND AERIAL FOR FOC ALONG EAST ROW OF N SHERRY DR BETWEEN ATLANTIC BLVD AND 3RD ST IN RESPONSE TO RECEIPT OF A DESIGN TICKET, SSOCOF PROVIDES THE ORIGINATOR OF THE DESIGN TICKET WITH A LIST OF SSOCOF MEMBERS IN THE VICINITY OF THE DESIGN PROJECT. SSOCOF DOES NOT NOTIFY SSOCOF MEMBERS OF THE RECEIPT BY SSOCOF OF A DESIGN TICKET. IT IS THE SOLE RESPONSIBILITY OF THE DESIGN ENGINEER TO CONTACT SSOCOF MEMBERS TO REQUEST INFORMATION ABOUT THE LOCATION OF SSOCOF MEMBERS' UNDERGROUND FACILITIES. SUBMISSION OF A DESIGN TICKET WILL NOT SATISFY THE REQUIREMENT OF CHAPTER 556, FLORIDA STATUTES, TO NOTIFY SSOCOF OF AN INTENT TO EXCAVATE OR DEMOLISH. THAT INTENT MUST BE MADE KNOWN SPECIFICALLY TO SSOCOF IN THE MANNER REQUIRED BY LAW. IN AN EFFORT TO SAVE TIME ON FUTURE CALLS, SAVE YOUR DESIGN TICKET NUMBER IF YOU INTEND TO BEGIN EXCAVATION WITHIN 90 DAYS OF YOUR DESIGN REQUEST. THE DESIGN TICKET CAN BE REFERENCED, AND THE INFORMATION ON IT CAN BE USED TO SAVE TIME WHEN YOU CALL IN THE EXCAVATION REQUEST. *** LOOKUP BY MANUAL *** : Grids : 3019B8123A 3019B8124D 3019C8123A 3019C8124D Work date: 07/06/22 Time: 13:08ET Hrs notc: 000 Category: 6 Duration: UNKNOWN Due Date : 07/08/22 Time: 23:59ET Exp Date : 08/05/22 Time: 23:59ET Work type: DESIGN Boring: N White-lined: N Ug/Oh/Both: U Machinery: N Depth: UNK Permits: N N/A Done for : DESIGN Company : ALPINE COMMUNICATION Type: CONT Co addr : 595 N NOVA ROAD Co addr2: STE 208 City : ORMOND BEACH State: FL Zip: 32174 Caller : JENNIFER FLESCH Phone: 386-675-6840 BestTime: Email : JFLESCH@ALPINECC.US Submitted: 07/06/22 13:11ET Oper: JEN Chan: WEB Mbrs : AC1095 CAB457 CJB771 CJT787 CNB950 JE1583 JEA MCIU01 NN1882 PGSJAX Mbrs : SBF02 ROW22-0030 SYMBOLS: Work Zone Sign AHEAD WORK ROAD PRESENT WHEN WORKERS DOUBLED SPEEDING FINES ROAD WORK END Work Area ROAD WORK END AHEAD WORK ROAD PRESENT WHEN WORKERS DOUBLED SPEEDING FINES ROAD WORK END AHEAD WORK ROAD ROAD WORK END AHEAD WORK ROAD Channelizing Device (See Index 102-600) Lane Identification and Direction of Traffic distances for work on the median with associated work zone sign spacing 9. Omit "Shoulder Closed" signs (W21-5a) along shoulder in accordance with the Plans. lane or ridable shoulder, close the lane or 8. If the work encroaches on a marked bicycle for 3 days or less. omitted when the work zone is in place 7. Temporary pavement markings may be hours or less. temporary condition is in place for 24 distances may be omitted when the associated work zone sign spacing Work” Signs (G20-2) along with the Present”signs (MOT-13-06) and “End Road 6. The “Speeding Fines Doubled When Workers greater than 45 MPH, use a lane closure. traveled way and work zone speed is 5. For work less than two feet from the egress. to accommodate work vehicle ingress and work area), use a flagger or lane closure (excluding establishing and terminating the through traffic lanes in a one hour period 4. When four or more work vehicles enter the is required. removal), only the Road Work Ahead sign 3. For incidental work (e.g. mowing or litter channelizing device spacing values. See Index 102-600 for “L”, “X”, "B", and B = Buffer Length X = Work Zone Sign Spacing 2. L = Taper Length shoulder. of divided roadways, with work on the and Multilane Roadways, including Medians 1. This Index applies to Two-Lane, Two-Way 10/9/20201:18:37 PMREVISIONDESCRIPTION: REVISION LAST ofSTANDARD PLANS FY 2021-22 SHEETINDEX 1 TWO-LANE AND MULTILANE, WORK ON SHOULDER 11/01/20 2102-602 NOTES: W20-1F (See Note 6) MOT-13-06 (See Note 6) G20-2 WITH WORK ZONE SPEED OF 45 MPH OR LESS SHOULDER WORK LESS THAN 2' FROM THE TRAVELED WAY TWO-LANE ROADWAY (See Note 6) G20-2 (See Note 6) MOT-13-06 (See Note 6) G20-2 SHOULDER WORK BETWEEN 2' AND 15' FROM THE TRAVELED WAY TWO-LANE ROADWAY (See Note 6) G20-2 6" White (See Note 7) B W21-5a CLOSED SHOULDER RIGHT W20-1F W21-5a CLOSED SHOULDER RIGHT W20-1F W20-1F XXX ƿL 10' Min. X X XX ƿL X X N SHERRY DR ROW22-0030 C C W4-2 PRESENT WHEN WORKERS DOUBLED SPEEDING FINES AHEAD WORK ROAD (See Note 4) G20-2 ROAD WORK END AHEAD CLOSED LANE RIGHT W20-5(See Note 4) MOT-13-06 W20-1F AHEAD WORK ROAD W20-1F NOTES: SYMBOLS: Channelizing Device (See Index 102-000) Crash CushionC C Existing Sidewalk Existing Sidewalk Temporary Barrier 6" White Work Zone Sign Lane Identification and Direction of Traffic Pedestrian Longitudinal Channelizing Device (LCD) Work Area Arrow Board Merge Arrow Board Mode:10/12/20206:24:07 AMREVISIONDESCRIPTION: REVISION LAST ofSTANDARD PLANS FY 2021-22 SHEETINDEX 102-660 2 211/01/20 SIDEWALK CLOSURE TEMPORARY PEDESTRIAN WAY (Temporary Barrier Shown, Low Profile Barrier Similar) TEMPORARY PEDESTRIAN WAY DIVERTING TRAFFIC INTO THE TRAVELED WAY 100' B XLXXXX X Temporary Pedestrian Way hours or less. distances, may be omitted when the work zone will be in place for 24 and "End Road Work" signs (G20-2), along with associated work zone sign 4. The "Speeding Fines Doubled When Workers Present" signs (MOT-13-06) for curb ramps diverting pedestrian traffic into a closed lane. requirements of Index 522-002. Detectable warnings are not required 3. When temporary pedestrian ways require curb ramps, meet the 5' in width at intervals not to exceed 200'. Provide a 5' x 5' passing space for temporary pedestrian ways less than of 0.02, except where space restrictions warrant a minimum width of 4'". 2. Provide a 5' wide temporary pedestrian way with a maximum cross-slope See Index 102-600 for "L", "B", "X", channelizing device spacing values. X=Work Zone Sign Distance B=Buffer Length 1. L=Taper Length ATLANTIC BLVD ATLANTIC BLVD * Responses are current as of 07/06/2022 01:11 PM No COMCAST CABLE COMMUNICATIONS AC1095 CATV ANDREW SWEENEY (904) 738-6898 HFC HELP DESK (855) 962-8525 No CITY OF ATLANTIC BEACH, FLORIDA CAB457 SEWER, WATER BILL PITTMAN (904) 247-5875 CHRIS WALKER (904) 247-5878 CHERYL KOMOREK (904) 247-5834 No BEACHES ENERGY SERVICES CJB771 COMMUNICATION LINES, ELECTRIC, FIBER ROBERT ALIP (904) 247-6252 BEACHES ENERGY SERVICES EMERGENCY CENTER SYSTEM OPERATOR (904) 247-6171 BEACHES ENERGY SERVICES EMERGENCY CENTER SYSTEM OPERATOR (904) 247-6171 No CITY OF JACKSONVILLE TRAFFIC CJT787 CONDUIT, TRAFFIC SIGNALS DARRYL LOTT (904) 300-5306 DARRYL LOTT (904) 300-5306 CARLTON COPELAND (904) 255-7552 No CITY OF NEPTUNE BEACH CNB950 SEWER, WATER MEGAN GEORGE (904) 270-2423 JEFFREY PAUL (904) 270-2423 ON CALL PERSON (904) 270-2423 No JACKSONVILLE ELECTRIC AUTHORITY FIBER JE1583 FIBER JEA DEVELOPMENT (904) 665-5703 JEA LOCATES (904) 665-8001 JEA LOCATES (904) 665-8001 No JACKSONVILLE ELECTRIC AUTHORITY ELECTRIC JEA ELECTRIC JEA DEVELOPMENT (904) 665-5703 JEA LOCATES (904) 665-8001 JEA LOCATES (904) 665-8001 No MCI MCIU01 COMMUNICATION LINES, FIBER ASG INVESTIGATIONS TEAM (800) 624-9675 x2 NATIONAL FIBER SECURITY DEPARTMENT (800) 624-9675 NATIONAL FIBER SECURITY DEPARTMENT (800) 624-9675 No CROWN CASTLE NG NN1882 FIBER FIBERDIG TEAM (888) 632-0931 x2 CROWN CASTLE FIBER NOC (855) 933-4237 x1 No TECO PEOPLES GAS JACKSONVILLE PGSJAX GAS JOAN DOMNING (813) 275-3783 TECO-PEOPLES GAS CUSTOMER SERVICE (877) 832-6747 No A T & T/ DISTRIBUTION SBF02 TELEPHONE DINO FARRUGGIO (561) 683-2729 DINO FARRUGGIO (561) 683-2729 Ex. Circum Service Area Utility Type(s)Contact Alternate Contact Emergency Contact Positive Response SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THISCERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED?(Mandatory in NH) DESCRIPTION OF OPERATIONS belowIf yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIREDAUTOS ONLY 07/14/2022 Oig Insurance 407 E Oak Ave Tampa FL 33602 Jeff Giles commercial@oiginsurance.com Fiberlink, LLC 2000 Lady Ave Ocoee FL 34761 Appalachian Underwriters 524210 Progressive 10193 Evanston Insurance Company 35378 Clear Spring Property and Casualty Company 15563 A N N AR01RS220170302 05/04/2022 05/04/2023 1,000,000 100,000 5,000 1,000,000 2,000,000 2,000,000 B N N 03414416-1 03/25/2022 03/25/2023 1,000,000 C N N MKLV2EUL105085 05/04/2022 05/04/2023 5,000,000 D N N WC95287-22 05/04/2022 05/04/2023 1,000,000 1,000,000 1,000,000 City of Atlantic Beach 800 Seminole Road Atlantic Beach FL 32233 before you dig.LOCATION MAPVICINITY MAPPROPOSED FIBER OPTIC NETWORK INSTALLATIONHORSESHOE 6 SEG 2 - S268436ATLANTIC BEACH, FL 32233INDEX OF SHEETSPROJECT CONTACTSPERMITTINGJURISDICTION:* F.D.O.T.* CITY OF ATLANTIC BEACH* J.E.A.NCallKnow what's below.COVER, LOCATION MAP, VICINITY MAP, PERMITTING, INDEX OF SHEET, PROJECT CONTACTNAME VENDOR: ALPINE COMMUNICATION CORP.ENGINEERING& SURVEYINGCONTACT:MARK MALLWITZPHONE: (772) 828-8945EMAIL: MMALLWITZ@ALPINECC.USSITE NUMBERDESCRIPTIONDATENO.BY REVISIONS001SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEESPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/2022NTS001 OF 022COVERFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B.FIBERINFORMATION OBTAINED FROMTHE FOLLOWING:1. 10-16 2. 22-803.21-38 4.3-69FIELD WORK OBTAINED FROMTHIS OFFICE.JEREMY BELLJEREMY.BELL@CROWNCASTLE.COMPHONE: (904) 661-7490001 OF 022 - COVER002 OF 022 - OVERALL MAP003 OF 022 - PROJECT SCHEDULE004 OF 022 - CONTACT SHEET005 OF 022 - LEGEND006 OF 022 - LINETYPES / NOTES007 TO 014 OF 022 - PLAN / PROFILE /CROSS SECTION015 TO 022 OF 022 -DETAILSCROWN CASTLE FIBER:PROJECT MANAGERCONTACT:BILL MOOREBILL.MOORE@CROWCASTLE.COMPHONE: (904) 661-7489CONSTRUCTIONMANAGERINFO:SEC.: 21 TWP.: 2S RNG.:29ESEC.: 16 TWP.: 2S RNG.:29E ROWROWROWROWBOREAAAAAAOVERALL MAPOVERALL MAPSITE NUMBERDESCRIPTIONDATENO.BY REVISIONS002SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEESPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/2022NTS002 OF 022OVERALL MAPFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B.END14+75START00+00007NS268436CITY OF ATLANTIC BEACHNew BuildN SHERRY DRATLANTIC BLVDN SHERRY DRSTURDIVANT AVEAHERN STFIRST ST2ND ST3RD STATLANTIC BEACH ELEM AC3RD STS268436F.D.O.T.New BuildATLANTIC BLVD010012S268436J.E.A.New BuildN SHERRY DR QUANTITYAERIAL RISERLF53439DESCRIPTIONLF600D SPLICE ENCLOSUREDESCRIPTION(3) - 1.25" HDPEOSP UNDERGROUND ROUTEDIRECTIONAL BOREOPEN CUT / TRENCH12 GAUGE TRACER WIRE24"'X36"X30" HANDHOLEUNITQUANTITYLFLFLFLFLFEADESCRIPTIONUNITANCHOR / DOWN GUYPOLE COUNTBONDSAERIAL STRANDAERIAL FIBERAERIAL RISER CTEAEAEAEALFLF-2QUANTITY UNITASPHALTCONCRETESF.SF.DESCRIPTIONQUANTITY UNITFIBER SPLICE / TEST450B SPLICE ENCLOSURE288 CT FIBER OPTIC CABLEEAEALFEA-514-2121693830--EABRICKS25SF.SODSF.100-PROJECT SCHEDULEOSP AERIAL ROUTERESTORATION QUANTITY (TOTAL JOB)FIBER PLACEMENT & SPLICINGPROJECT SCHEDULE30"'X48"X36" HANDHOLE(1) - 1.5" HDPESITE NUMBERDESCRIPTIONDATENO.BY REVISIONS003SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEESPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/2022NTS003 OF 022PROJECT SCHEDULEFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B.4 CT FIBER OPTIC CABLE21535---1873 CONTACT SHEETCONTACT SHEETCROWN CASTLE FIBERNETWORK OPERATION CENTER (NOC)(866) 553 - 4237CONTRACTSCONTRACT COORDINATOR:PROJECT INFORMATIONPROJECT NAME: HORSESHOE 6 SEG 2 - S268436CV NUMBER: S268436FIELD OPERATIONS:INSIDE PLANT ENGINEERING:PROJECT MANAGER:OUTSIDE PLANT ENGINEERING:CAD CONTRACTORNAME OF FIRM: ALPINE COMMUNICATIONS CORP.PROJECT MANAGER: MARK MALLWITZEMAIL: MMALLWITZ@ALPINECC.USPHONE: (772) 828-8945UTILITIESSUNSHINE 811NUMBER: 811 OR (800) 432-4770LOCAL UTILITIES- CONTRACTOR TO FIELD VERIFY UTILITIES PRIOR TOCONSTRUCTIONCITY GOVERNMENT- F.D.O.T.- CITY OF ATLANTIC BEACH- J.E.A.SITE NUMBERDESCRIPTIONDATENO.BY REVISIONS004SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEESPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/2022NTS004 OF 022CONTACT SHEETFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B.CONSTRUCTION SUPERVISORNAME OF FIRM: CROWN CASTLE FIBERPROJECT MANAGER: BILL MOOREEMAIL: BILL.MOORE@CROWNCASTLE.COMPHONE: (904) 661-7498CONSTRUCTION MANAGERNAME OF FIRM: CROWN CASTLE FIBERCONSTRUCTION MANAGER: JEREMY BELLEMAIL: JEREMY.BELL@CROWNCASTLE.COMPHONE: (904) 661-7490 00X380'153'100'PSEQ 2347'STORAGESTATIONMARKER456'S-96100' R+HEIGHT'HUBBRIDGE COLUMNMAIL BOXDECORATIVE ROCKSCE-XXX450'12345678ECE-XXX12345678ESTSGEUWOOD POLEJOINT POLETRANSFORMER POLECONCRETE POLEPOLE - TEMPORARYFN OWNED POLELIGHT POLEPOLES (STRAND,NON FIBER)POLES (STRAND,NON FIBER)POLES (STRAND,NON FIBER)ANCHORQUEENS POST ANCHORSIDEWALK ANCHORROCK ANCHORBUILDING ANCHORCALL OUT / POLE NUMBER /POLE I.D.POWER XFMERPOWER MANHOLE12'10MPOWER PEDRAILROAD SIGN PED CROSSINGSIGNALSTORM SEWER MANHOLESTORM SEWER HANDHOLESTORM DRAIN CATCH BASINGRATE INLET DRAIN INLETCONCRETE SPILLWAYFIRE HYDRANTWATER METERWATER CAPWATER VAULTMPGAS VALVEWATER VALVE CONTROLVALVE SPRINKLER VALVETELEPHONE BOOTH PAYPHONETELCO BOX TELCO CABTELCO MANHOLEUNKNOWN PEDUNKNOWN VALVEUNKNOWN CAPCC PEDFIBERNET HANDHOLEFIBER VAULTTELEPHONE VAULTPOWER VAULT30X48 VAULT24X36 VAULTMICROWAVE TOWERFIBER SLACKFIBER COUNTCAN / SPLICE ENCLOSUREANTENNATOWER - LATTICETOWER - MONOPOLENORTH ARROWBUILDING LABELNODE SIDE LABELNODE SITE LABELPOWER NODE LABELSHRUB HEDGEDECIDUOUS TREE PALM TREECAUTION2356'P#01MH 22223656'P#01789101HNODECE-XXXCE-XXXBUILDING153'450'100'CCFIBER NODE/REMOTEEQUIPMENT123'orYARD LIGHTTRAFFIC SIGNAL BOXTRAFFIC SIGNAL CABINETTRAFFIC SIGNAL HANDHOLELEGEND12345678ENODENODE123 ADDRESS ROADANY CITY,STFCTUMHRRSCFTELEPHONE POLEJOINT TRANSFORMER POLECATV POLESTEEL POLETRAFFIC SIGNAL POLEPOWER POLEPOWER RISERGROUND LOCATIONBOND LOCATIONCALL OUT / POLE NUMBERPMILE POST MARKERRAILROAD EQUIPMENTRAILROAD SIGNAL POLERAILROAD GATERAILROAD CROSSINGSEWER CAPSAN SEWER MANHOLE SANSEWER HANDHOLEWATER VALVE MARKERWCUVTELCO PEDCONCRETE TELCO PADTELCO RISERTELCO VAULTUNKNOWN VAULTCC FDP4X4X12 JUNCTION BOXFIBER MANHOLEBORE PITTELEPHONE MANHOLEHANDHOLE - LEASED36X60 VAULTMANHOLE - LEASED36X48 VAULT48X48 VAULT17X30 VAULTEXISTING FIBER VAULTABOVE GROUND PEDESTALFIBER OPTIC SPLICEBRIDGEBUILDINGPOP (Point of Presence)STORAGESEQ NUMBERPOWER SPLICETICKSPEED LIMIT SIGN BUS STOPPOST INTERSTATE/ROAD SIGNBRICK/STONE SIGN STOP SIGNSIGN/SIGN POSTSURVEY MARKER FL DOTSURVEY MARKER ROWMARKER ROW PINCONCRETE/STONE MARKERBRIDGE MARKERPARKING METERHOV LANETRAFFIC ARROWBICYCLE LANEBUS SHELTERSTREET NAMEUG CONDUIT FOOTAGE(POWER)UG CONDUIT FOOTAGE (NEWCONSTRUCTION)UG CONDUIT FOOTAGE (LEASE)STRAND FOOTAGE(STRAND,NON FIBER)STRAND FOOTAGEBRUSHCONIFEROUS TREE PINE TREETURNSMARKER POLELEGENDSITE NUMBERDESCRIPTIONDATENO.BY REVISIONS005SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEESPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/2022NTS005 OF 022LEGENDFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B. LINETYPESINNERDUCTGGGGWWWWSSSSTTTTTTTSLSLSLTVoooooooooTRFTRFSSSSSSSSRWRWRWRWAAxxxxxxxFOCFOCLAROWLAROWPOWERUGUGUGUGROWEOPEOPFMFMFMFMNSNSNSNSNSNSNSNSBOREC.C. OWNED U.G.C.C. OWNED U.G.C.C. LEASED U.G.CONDUIT POWEROVERHEAD FIBER OPTIC LINEU.G. FIBER OPTIC LINEDROP CABLELIMITED ACCESS ROWOTHER FIBER OPTIC CABLEEXISTING U.G.TRAFFICWATER MAINSTORM SEWERRECLAIM WATERGUARDRAILFENCEPROPERTY LINEOVERHEAD GUYPOLE TO POLE GUYSPAN NOT STRANDEDSTRUCTURE ATTACHED PIPERAILROADABANABANTRENCHEEEEAAAATYPICAL UNDERGROUND CONSTRUCTION:- RESTORE ALL SURFACES TO EQUAL OR BETTER CONDITION.- VERIFY ALL MEASUREMENTS AND DISTANCES.- MAINTAIN MINIMUM 18" SEPARATION BETWEEN PROPOSED CROWN CASTLE DUCTS & EXISTING UTILITIES.- NO PROPOSED RUNNING LINE CHANGES ARE TO BE DONE WITHOUT CROWN CASTLE OSPE APPROVAL.- MAINTAIN A MIN BENDING RADIUS OF 5' ON ALL DUCT CONFIGURATION.CONSTRUCTION NOTESEMTEMTEMTEMTEMTEMTEMTEMTFOR CONSTRUCTION:- EXTREME CAUTION TO BE TAKEN TO CONTAIN SLURRY AROUND WORK AREAS NEAR WETLANDS TO AVOID ANY WATER QUALITYISSUES!- ALL UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE FIELD VERIFIED BEFORE DIGGING, CALL SUNSHINE 811 (800-432-4770)FOR UTILITY LOCATESPOWER U.G.POWER AERIALSTRANDEXISTING AERIALPOWER U.G.COMUNICATIONSGAS MAINSANITARY SEWERGRAVITY MAINSANITARY SEWERFORCE MAINSTREET LIGHTCATV BURIEDSIDEWALKEDGE OF PAVEMENTRIGHT OF WAYBOCEASEMENTCENTER LINEBUILDINGLINE DIVIDERABANDONEDFDOT NOTES:- ALL WORK PERFORMED WITHIN FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE 2021-22 FDOT STANDARD PLANS, 2021STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE 2021 UTILITY ACCOMMODATION MANUAL.- THE CONTRACTOR SHALL NOTIFY FDOT A MINIMUM OF (2) BUSINESS DAYS PRIOR TO BEGINNING OF ANY CONSTRUCTIONWITHIN FDOT RIGHT-OF-WAY CONTACT PHONE NUMBER 321-319-8100.- CONTRACTOR MUST BE REQUIRED TO SUBMIT BORE LOGS AND AS-BUILT PLANS AFTER COMPLETION OF PERMIT.- OPEN CUTTING OF ANY ROADWAY, DRIVEWAY, OR SIDEWALK OUTSIDE THOSE LIMITS IDENTIFIED WITHIN THE PERMITARE NOT ALLOWED WITHOUT PRIOR APPROVAL BY THE FDOT OFFICE.- THE PERMITTEE SHALL NOTIFY THE FDOT OF DATE OF COMPLETION, REQUEST A FIANL INSPECTION, AND A NOTICE OFFINAL ACCEPTANCE.- IT WILL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPAIR ANY DAMAGE TO FDOT FACILITIES AND/OR PRIVATEPROPERTY CAUSED BY CONSTRUCTION OF THIS PROJECT.LINETYPES, CONSTRUCTION NOTESSITE NUMBERDESCRIPTIONDATENO.BY REVISIONS006SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEESPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/2022NTS006 OF 022LINETYPES, NOTESFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B. EOPROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWROWROWROWROWROWROWROWBOREBOREBOREBOREBOREBOREBOREATLANTIC BLVDSS SS SS SSWWWWWWSSSSSSSSSSSSSSW 00+00STARTEXISTING C.C. H.H. (24"X36"X30")TIER 22 LOADING.LEAVE 100' COIL.START D-BORE03+00PROPOSED BORE PITREMOVE AND RESTORE 25 SQ FTOF BRICK. TO EQUAL OR BETTERCONDITIONN SHERRY DR52'48'100'3'±9'3'±9'49'60'24'36'EXIST. WATER MAINEXIST. STORM DRAIN03+23 WATER MAIN CROSSING02+80 STORM DRAIN CROSSINGINSTALL (3) 1.25" H.D.P.E. CONDUIT. CT. THROUGH.DIRECTIONAL BOREWITH 6" REAMERINSTALL (3) 1.25" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(120" MINIMUM COVER)DIRECTIONAL BOREWITH 6" REAMERINSTALL (3) 1.25" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(120" MINIMUM COVER)3/4"49'AAGRASS AREAATLANTIC BLVD60'24'36'CLCLCLCLINSTALL (3) 1.25" H.D.P.E. CONDUIT.03+05END FDOT PERMITBEGIN ATLANTIC BEACH PERMITEXIST. SIDEWALKPLANNSITE NUMBER100'EXISTING HHDESCRIPTIONDATENO.BY REVISIONS007SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEESPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'007 OF 022PLANFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B.BOREBOREBOREBOREBOREPROPOSED BORE PIT03+00 S-288 S-288MATCH LINE STATION:SEE SHEET:OF04+00010022STATION NUMBER:MANUFACTURER:CABLE YEAR BUILT:SERIAL NUMBER:STRANDS:SEQUENTIAL "IN"SEQUENTIAL "OUT"FOC STATION DETAIL00+00 00+0001+5002+0002+5003+5004+00EXIST. GRADE00+5001+0003+00(REF. ELEV.)-10.0000.00-05.00PROPOSED BORE PIT03+00DIRECTIONAL BOREWITH 6" REAMERINSTALL (3) 1.25" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(120" MINIMUM COVER)HORIZONTAL SCALE 1"=50'VERTICAL SCALE 1"=5'00+00EXISTING C.C. H.H.EXISTING(24"X36"X30")C.C. H.H.BORE PITPROPOSED TIE IN03+23 WATER MAINCROSSINGBOREBOREBOREBOREBOR E 02+80 STORM DRAIN CROSSINGDIRECTIONAL BOREWITH 6" REAMERINSTALL (3) 1.25" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(120" MINIMUM COVER)BOREBOREPROFILE SITE NUMBERMATCH LINE STATION:SEE SHEET: OF04+00 011 022 DESCRIPTIONDATENO.BY REVISIONS008SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEESPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'008 OF 022PROFILEFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B. SECTION A-A N.T.S. WEST FACINGWHEN DIRECTIONAL BORE IS THE METHOD OF INSTALLATION, A MINIMUM 24-INCH SEPARATIONSHALL BE MAINTAINED FROM ALL EXISTING UTILITIES, ITS/ATMS LINES, AND STORM DRAINSYSTEMS WHILE MAINTAINING THE MINIMUM REQUIRED DEPTH UNDER PAVEMENT ORNON-PAVED GROUND.ASPHALT77' ASPHALT100' R/WATLANTIC BLVD1'GRASS4'SDWK7'GRASSDIRECTIONAL BOREWITH 6" REAMERINSTALL (3) 1.25" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(120" MINIMUM COVER)5'SDWK6'GRASS3'±EXIST. WATER MAIN36"±EXIST. STORM DRAIN17'±66'±DESCRIPTIONDATENO.BY REVISIONS009SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEESPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'009 OF 022SECTION A-AFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B.CROSS SECTION ROWROWROWEOP EOP EOP EOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOP EOP EOP W W W W W W W WSSSSSSSSSSSSSS SS EOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOP SSSSSSSSSSSSSSWWWWWWWWFIRST ST AHERN ST STURDIVA N T A V E ROW ROWROWROWROWBOREROWROWROWROWROWROW SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWC W AAAAAAAAAAAAAAAAAA04+60INSTALL NEWC.C. H.H. (24"X36"X30")TIER 22 LOADING.REMOVE AND REPLACE25 SQ. FT. SOD.LEAVE 100' COIL.N SHERRY DR60' 24'36' 9'±28' 10'EXISTING POLE #02CONC. (N/P)05+70EXISTING POLE #01CONC. (N/P)INSTALL NEW 2"RISER. BEGIN AERIALATTACHMENT04+65EXISTING POLE #04CONC. (N/P)08+08EXISTING POLE #05WOOD (N/P)09+44EXISTING POLE #03CONC. (N/P)06+44EXIST. WATER MAINEXIST. STORM DRAINNEW 288 CT. FIBER OPTIC CABLETO BE ATTACHED TO EXISTINGPOLES AND LASHED TO NEW10M STRAND: ATTACHMENT HEIGHTAS INDICATED IN TYPICALMINIMUM AERIAL CLEARANCEAND SEPARATION DRAWINGDIRECTIONAL BOREWITH 6" REAMERINSTALL (3) 1.25" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(120" MINIMUM COVER)10M15'3/4"CCCC164'74'105'136'122'62'26'36'8' SIDEWALKGRASS AREACLCLCL CL CL HAND TRENCHINSTALL (3) 1.25" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(36" MINIMUM COVER)PLANSITE NUMBERMATCH LINE STATION:SEE SHEET: OF04+00 007 022 DESCRIPTIONDATENO.BY REVISIONS010SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEESPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'010 OF 022PLANFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B.MATCH LINE STATION:SEE SHEET: OF09+90 012 022AAAAAA AAAAAAINSTALL NEW HH04+60 S-288POLE #0104+65 100'POLE #0205+70POLE #0306+44POLE #0408+08POLE #0509+44 S-288 S-288 S-288 S-288 S-288N STATION NUMBER:MANUFACTURER:CABLE YEAR BUILT:SERIAL NUMBER:STRANDS:SEQUENTIAL "IN"SEQUENTIAL "OUT"FOC STATION DETAIL 04+0004+5005+0006+5005+5006+0007+00(REF. ELEV.)-10.0000.00-05.0004+60PROPOSED C.C. H.H.LEAVE 100' COIL EXISTING POLE #01CONC. (N/P)INSTALL NEW 2"RISER. BEGIN AERIALATTACHMENT.AAAAAAAAAAAAAADIRECTIONAL BOREWITH 6" REAMERINSTALL (3) 1.25" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(120" MINIMUM COVER)EXIST. GRADEHAND TRENCHINSTALL (3) 1.25" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(36" MINIMUM COVER)INSTALL NEW(24"X36"X30")C.C. H.H.BOREHORIZONTAL SCALE 1"=50'VERTICAL SCALE 1"=5'PROFILESITE NUMBERMATCH LINE STATION:SEE SHEET: OF04+00 008 022 DESCRIPTIONDATENO.BY REVISIONS011SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEESPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'011 OF 022PROFILEFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B. ROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPWWWWWWWWSSSSSSSSSSSSSSSSSSEOPEOPEOPEOP EOP EOP W W W W W W W W SS SS SS SS SS SS SS SSEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOP2ND ST 3RD ST ROWROWROWROWROWROWROWROWROW ATLANTIC BEACHELEM AC SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWAAAAAAAAAAAAAAWCN SHERRY DRN SHERRY DREXISTING POLE #06CONC. (N/P)10+66EXISTING POLE #07WOOD (N/P)12+13EXISTING POLE #08WOOD (N/P)12+8014+03EXIST. WATER MAINEXIST. STORM DRAINNEW 288 CT. FIBER OPTIC CABLETO BE ATTACHED TO EXISTINGPOLES AND LASHED TO NEW10M STRAND: ATTACHMENT HEIGHTAS INDICATED IN TYPICALMINIMUM AERIAL CLEARANCEAND SEPARATION DRAWINGEXISTING POLE #09CONC. (N/P)INSTALL NEW 2" RISEREND AERIAL ATTACHMENTSTART TRENCH122'C147'67'C62' 26'36'GRASS AREACLCLCL CL170'108'EXIST. GUY POLEEXIST. GUY POLEOVERHEAD GUYOVERHEAD GUY14+07INSTALL NEWC.C. H.H. (24"X36"X30")TIER 22 LOADING.REMOVE AND REPLACE25 SQ. FT. SOD.LEAVE 100' COIL.ATLANTIC BEACH ELEM AC TRENCHINSTALL (3) 1.25" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(36" MINIMUM COVER)DIRECTIONAL BOREWITH 6" REAMERINSTALL (3) 1.5" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(120" MINIMUM COVER)PROPOSED BORE PITREMOVE AND RESTORE 25SQ FT OF SOD. TO EQUALOR BETTER CONDITION14+61TRENCHINSTALL (3) 1.25" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(36" MINIMUM COVER)ENDINSTALL NEWC.C. H.H. (24"X36"X30")TIER 22 LOADING.REMOVE AND REPLACE25 SQ. FT. SOD.LEAVE 100' COIL.14+7314+33 WATER MAIN CROSSING14+28 STORM DRAIN CROSSINGBB60'26'34'POLE #0610+66PLAN SITE NUMBERMATCH LINE STATION:SEE SHEET: OF09+90 010 022 DESCRIPTIONDATENO.BY REVISIONS012SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEESPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'012 OF 022PLANFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B.AAAAAAAAAAAPOLE #0712+13POLE #0812+80POLE #0914+03 S-288 S-288 S-288N S-288INSTALL NEW HH14+07 100'STATION NUMBER:MANUFACTURER:CABLE YEAR BUILT:SERIAL NUMBER:STRANDS:SEQUENTIAL "IN"SEQUENTIAL "OUT"FOC STATION DETAILINSTALL NEW HH14+73 100'TRENCHBORE PIT14+61 S-288STATION NUMBER:MANUFACTURER:CABLE YEAR BUILT:SERIAL NUMBER:STRANDS:SEQUENTIAL "IN"SEQUENTIAL "OUT"FOC STATION DETAIL 14+0014+5015+0015+5016+00AAAAAAAAAAA13+5013+0012+5014+07PROPOSED C.C. H.H.LEAVE 100' COIL PROPOSED BORE PIT14+6114+73PROPOSED C.C. H.H.LEAVE 100' COIL INSTALL NEW(24"X36"X30")C.C. H.H.BOREBORE BORE PITPROPOSED TIE INDIRECTIONAL BOREWITH 6" REAMERINSTALL (3) 1.25" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(120" MINIMUM COVER)TRANCHINSTALL (3) 1.25" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(36" MINIMUM COVER)TRANCHINSTALL (3) 1.25" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(36" MINIMUM COVER)EXIST. GRADE(REF. ELEV.)-10.0000.00-05.00HORIZONTAL SCALE 1"=50'VERTICAL SCALE 1"=5'14+33 WATER MAIN CROSSING14+28 STORM DRAIN CROSSINGROW ROW CL 60'26'34'N SHERRY DRINSTALL NEW(24"X36"X30")C.C. H.H.PROFILESITE NUMBERDESCRIPTIONDATENO.BY REVISIONS013SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEESPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'013 OF 022PROFILEFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B. SECTION B-B N.T.S. NORTHWEST FACINGWHEN DIRECTIONAL BORE IS THE METHOD OF INSTALLATION, A MINIMUM 24-INCH SEPARATIONSHALL BE MAINTAINED FROM ALL EXISTING UTILITIES, ITS/ATMS LINES, AND STORM DRAINSYSTEMS WHILE MAINTAINING THE MINIMUM REQUIRED DEPTH UNDER PAVEMENT ORNON-PAVED GROUND.ASPHALT60' R/WN SHERRY DR15' GRASS24' ASPHALT12' GRASS8' SIDEWALK1' GRASSEXIST. WATER MAINEXIST. STORM DRAIN29'+-24'+-DIRECTIONAL BOREWITH 6" REAMERINSTALL (3) 1.5" H.D.P.E. CONDUIT.PULL (1) 288 CT. THROUGH.(120" MINIMUM COVER)120'' MIN DESCRIPTIONDATENO.BY REVISIONS014SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEESPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'014 OF 022SECTION A-AFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B.CROSS SECTION TYPICAL HAND HOLE INSTALLATIONCONSTRUCTION TYPICALSTIER 15 = 15,000 LBS.TIER 22 = 22,500 LBS.H-20 = 40,000 LBS.HANDHOLE LOADINGHAND HOLE DETAILSITE NUMBERDESCRIPTIONDATENO.BY REVISIONS015SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEEN.T.S.SPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'015 OF 022HAND HOLE DETAILFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B. CONSTRUCTION TYPICALSBURIED DUCT/CABLE LOCATIONSSITE NUMBERDESCRIPTIONDATENO.BY REVISIONS016SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEEN.T.S.SPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'016 OF 022DETAILFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B. CONSTRUCTION TYPICALSDETAIL - TREE PROTECTIONTREE PROTECTIONSITE NUMBERDESCRIPTIONDATENO.BY REVISIONS017SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEEN.T.S.SPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'017 OF 022DETAILFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B. A TABLE OF SIDEWALK JOINTSTABLE OF SIDEWALKTHICKNESS - "T"SECTION A - APLANTYPE "C"A SIDEWALK JOINTSTYPE "A"TYPE "B"SIDEWALK CONSTRUCTION / RESTORATIONCONSTRUCTION TYPICALSSIDEWALK RESTORATION DETAILSITE NUMBERDESCRIPTIONDATENO.BY REVISIONS018SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEEN.T.S.SPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'018 OF 022DETAILFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B. >10 <15 <10<5Non-Cohesive AndType III Moderate <40(D-903)FILTER FABRICDROP INLET SEDIMENT TRAPAT CATCH BASINSERECT SEDIMENT BARRIERS(D-909)INSTALLED STRAW BALECROSS-SECTION OF A PROPERLYTO PREVENT PIPINGLADEN RUNOFFFILTEREDTHAN BHIGHERPROPER PLACEMENT OF A FILTER BARRIERVery Heavy-CohesiveBFLOWA(D-910)N.T.S.PLAN350400(D-906)STAKED AND ENTRENCEDSTRAW BALE2. STAPLE WIREFENCING TO THEPOSTSBINDING WIREEROSION CONTROL NOTES4. BACKFILL ANDCOMPACT THEEXCAVATED SOIL. 4" CONSTRUCTION OF A FILTER BARRIER1. SET THE STAKES. FLOW3. STAPLE FILTERMATERIAL TO STAKES ANDEXTEND IT INTO THETRENCH. MIN. DEPTH)GRAVEL (12"SEDIMENT FILTERWATERRUNOFFCOMPACTED SOIL TOWITH GRATE And Moderate-CohesiveType II Light Non-CohesiveWITHWATERAnd Light-CohesiveType I Very Light non-CohesiveCURBCONCRETE GUTTERRECOMMENDED SPACING FOR TYPE I AND TYPE II HAYBALE BARRIERS, AND TYPE III AND TYPE IV SILT FENCESAND PAVED DITCH HAY BALE BARRIERSFILTERGRAVELSCREENCURB INLETFILTERED7CONCRETE BLOCKHardpansCohesiveSilt LoamSandy LoamGravelsCourse SandFine SandSOILSVery HeavyHeavyLight4Temporary Sod2WITH GRATE FILTERED WATER50100150200N.T.S.STAKEDSPACING RECOMMENDATION FORGRAVEL FILTERWIRE SCREENSEDIMENTSEDIMENTWATER WITHRUNOFFOVERFLOWSEDIMENT2"x4" WOOD STUDN.T.S.BLOCK & GRAVEL CURB THIS METHOD OF INLET PROTECTION ISAPPLICABLE AT CURB INLETS WHEREAN OVERFLOW CAPABILITY ISNECESSARY TO PREVENT EXCESSIVEPONDING IN FRONT OF THESTRUCTURE.(D-904)NOTE: Spacings shown in this chart are based on generalizedconditions and should be adjusted based on actual site performanceor hydraulic computations.Very LightWATER FILTERED3. ATTACH THEFILTER FABRIC TOTHE WIRE FENCEAND EXTEND ITINTO THE TRENCH.STAKESFILTER WATERFILTER FABRICSPECIFIC APPLICATIONGRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTERTHIS METHOD OF INLET PROTECTION ISAPPLICABLE WHERE HEAVY CONCEN-TRATED FLOWS ARE EXPECTED, BUT NOTWHERE PONDING AROUND THESTRUCTURE MIGHT CAUSE EXCESSIVEINCONVENIENCE OR DAMAGE TOADJACENT STRUCTURES ANDUNPROTECTED AREAS.THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THEINLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATERTHAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOTEXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLYTO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS INSTREET OR HIGHWAY MEDIANS.SPECIFIC APPLICATIONHAY BALE SEDIMENT FILTER1. SET POSTS ANDEXCAVATE A 4"x4"TRENCH UPSLOPEALONG THE LINE OFPOSTSDRAINAGE TYPICALSFLOW RATES (CFS)>15 >5<25Non-Cohesive AndType IV HeavyHeavy-Cohesive >25250300GRAVEL INLET SEDIMENT TRAP(D-905)SEDIMENT TRAP (D-905)SEE DROP INLETCONSTRUCTION DETAILS FOR SILT FENCES(TYPICAL)(D-911)EXTENSION OFFABRIC AND WIREINTO THE TRENCH.STAKED HAY BALE COMPACTED SOILSEDIMENTRUNOFFSHOULD BE POINTS AIN A DRAINAGE WAYFILTER BARRIER CONSTRUCTION DETAILPaved DitchELEVATIONA8"4. BACKFILL ANDCOMPACT THEEXCAVATED SOIL. 4" OR TWINE2. EXCAVATE A 4"x4"TRENCH LINE OF STAKES. 8" MIN. WATERWITH SEDIMENT RUNOFFGRAVEL CURB INLETSEDIMENTWITHPREVENT PIPINGDROP INLETSEDIMENTINLET DROP INLETWIREWATERWIRE SCREENCURB INLETClay SandsFirm LoamClaysNon-CohesiveModerate56Consider Use Of13Slope (In % )CHART I Spacing (In Feet)SILT FENCES & HAY BALESRUNOFFOVERFLOWN.T.S.CURB INLETINLET SEDIMENT FILTER(D-902)SPECIFIC APPLICATIONBLOCK & GRAVEL DROP INLET SEDIMENT FILTERTHIS METHOD OF INLET PROTECTIONIS APPLICABLE WHERE HEAVYFLOWS ARE EXPECTED AND WHEREAN OVERFLOW CAPACITY ISNECESSARY TO PREVENTEXCESSIVE PONDING AROUND THESTRUCTURE.SPECIFIC APPLICATIONWIRE SCREENBURLAP FABRICWATERFILTERED BURLAP FABRICBURIEDWITH SEDIMENTRUNOFF WATERSTRAW BALES STAKED WITH2 STAKES PER BALE 12" WIRE MESH WITHRUNOFF WATERGRAVEL FILTERSEDIMENTSPECIFIC APPLICATIONTHIS METHOD OF INLET PROTECTION ISAPPLICABLE AT CURB INLETS WHERE PONDINGIN FRONT OF THE STRUCTURE IS NOT LIKELYTO CAUSE INCONVENIENCE OR DAMAGE TOADJACENT STRUCTURES AND UNPROTECTEDAREAS.WIRE MESH WITHFILTER FABRICWATER FILTEREDSEDIMENT18" MIN.THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THEINLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATERTHAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOTEXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLYTO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS INSTREET OR HIGHWAY MEDIANS.FABRIC SEDIMENT FILTERSPECIFIC APPLICATIONSTRAW BALENPDES/DRAINAGE PROTECTION DETAILSITE NUMBERDESCRIPTIONDATENO.BY REVISIONS019SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEEN.T.S.SPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'019 OF 022DETAILFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B. BORE DETAIL 1SITE NUMBERDESCRIPTIONDATENO.BY REVISIONS020SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEEN.T.S.SPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'020 OF 022DETAILFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B. BORE DETAIL 2SITE NUMBERDESCRIPTIONDATENO.BY REVISIONS021SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEEN.T.S.SPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'021 OF 022DETAILFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B. ACEIJSEPARATION FROM** NESC MINIMUMREQUIREMENT12 INCHES238 DSTREETLIGHT DRIP LOOP238 B. TABLE 238-1TRANSFORMER BOTTOMD40 INCHESSVC DRP LP, SECONDARYE239 G1, EXCEPTION 1PRIMARY RISER SHIELD40 INCHES239 G1PRIMARY RISER GROUNDH40 INCHESJ30 INCHES30 INCHESMID SPAN12 INCHESTABLE 235-5 EXCEPTION 3K6" MIN12 INCHESSVC DROP AND DRIP LOOPPRINEUSECTELTXSDLSLSRPRGL40 INCHES ***30 INCHES2'POLETPXDPXJMIN MINTXBLBGGDGDP40 INCHESMINIMUM AERIAL CLEARANCE - NESCCONSTRUCTION TYPICALSROADBDFHDIMENSIONA(LETTER) FOREIGN UTILITIES TO ..STREETLIGHT BRACKET* FPL MINIMUMREQUIREMENTNESC APPLICABLEREFERENCE SECTION4 INCHES4 INCHES238 C. TABLE 238-2B12 INCHESC30 INCHES30 INCHES40 INCHES235, TABLE 235-5F40 INCHESGI40 INCHES239 G7SERVICE RISER238-1K12 INCHES235 HFOREIGN UTILITIES16" IF COMMUNICATION CABLE AND RISER OPERATED BY SAME UTILITYDG12 INCHES235 C1, EXCEPTION 3SECCATVSLDLFPLCSRPRANCSGLTABLE 235-5 EXCEPTION 6NEUTRAL40 INCHES40 INCHESTABLE 235-52'TELPOLEDDKJCLEARANCES OF COMMUNICATION CABLES TO FPL & OTHER FOREIGN UTILITIES* FOLLOW FPL MINIMUM ** NESC INFORMATION PROVIDED FOR REFERENCE ONLY *** WHERE NO SEC IS PLANNED BY FPL, 30" MIN CLEARANCE IS PERMISSABLE IF COMMUNICATION IS BONDED TO FPL'S GROUNDING SYSTEMFRMB-8.2()CUSTOMER OWNEDSERVICE DRIP LOOPTXBLBGGDGDP40 INCHESAERIAL CLEARANCESITE NUMBERDESCRIPTIONDATENO.BY REVISIONS022SCALE:PLOT DATE: FILE NAME:SHEET NUMBERSHEET TITLESITE ADDRESSBUSINESS UNIT NUMBERSITE NAMEDRAWING DATE:CHECKED BY:CADDED BY:FIBERCROWN CASTLE FIBER9250 W FLAGLER ST.MIAMI, FL 33174PERMITTEEN.T.S.SPACE RESERVED FOR PROFESSIONAL SEALSENG-PLN-10050 REV(-) DATE:6/17/14HORSESHOE 6 SEG 203/23/20221" = 50'022 OF 022DETAILFL 32233 - USAJACKSONVILLEATLANTIC BEACH363 ATLÁNTIC BLVDHORSESHOE 6 SEG 2S26843603/23/2022-A.C.C./C.B.