1021 ATLANTIC BLVD ROW25-0019 Navy Federal Credit Union - 961 Atlantic - DWGSBEGIN PROJECTEND PROJECTOCTOBER 24, 2024APPROVED:NAVY FEDERAL CREDIT UNION - 961 ATLANTIC BLVD961 ATLANTIC BLVD. - ATLANTIC BEACH, FL.FIBER OPTIC INSTALLATIONPLANS FOR PROPOSED PROJECT:AERIAL FIBERUNDERGROUND FIBERE;ISTING VICINITY MAPATLANTIC BEACHATLANTIC OCEANGIRVENNEPTUNE BEACHJOB INFORMATIONDATE:JOB#UNDERGROUND CONDUIT:AERIAL:TOTAL FIBER:CPE-477105EST - 576' / ACT - RPROJECT LOCATION10/24/2024NFCAB-01-02UG - ROYAL PALMS DR BOB MENSCHING - 04 718-8152TRAVIS GEORGE - 251 487-7225LAURA CUCCIAS - 251 604-7661CONTACT LISTAS-BUILTDESCRIPTIONDWG. NAMEDIRECTORYATTENTION PERMITTING DEPARTMENTPROJECT MANAGER:ENGINEER:PROJECT CONTACT:CPE LOCATION: KttSV://XQLtL.P\.VDOHVIRUcH.cRP/D08U;00000F2OZUOID#338573EST. - 876' / ACT. - EST - 0' / ACT - HANDHOLE COUNT:EST - 2 / ACT - CONDUIT TYPE:2-1.25" HDPEFIBER COUNT:24ctPublic Works Not Applicable04/29/2025
150'PROPOSED POLE ANCHORPLACE STORE SLACKEXISTING STORE SLACKEXISTING UTILITIES POLEMOVE EXISTING STORE SLACKEXISTING GAS/ WATER METEREXISTING STREET LIGHT POLEEXISTING COMM PEDESTALFENCE LINEEXISTING GAS/ SEWER/ WATER VALVEEXISTING UTILITY MARKER EXISTING GUARDRAIL150'S/W150'150'EXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTEXISTING TRANSFORMEREXISTING STORM DRAINEXISTING CATV MANHOLEEXISTING COMM MANHOLEEXISTING SAN/SEW MANHOLEEXISTING POWER MANHOLEPROPOSED BORE PITPROPOSED HANDHOLEEXISTING HANDHOLESEC = SECONDARY POWERPWR = PRIMARY POWERTEL = TELEPHONEF.O. = FIBER OPTIC CABLECATV = CABLE TELEVISIONTRI = TRIPLEX(MR/RQ: MOVE TO ??' ?")XARM = POWER CROSSING ARMTRANS = TRANSFORMERRAILROAD TRACKSTREENORTH ARROWFOG = FOG LINEBOC = BACK OF CURBEOP = EDGE OF PAVEMENTEXISTING GROUND AT POLELASH TO EXISTINGEXISTING CULVERTROW = RIGHT OF WAYMATCHLINEH/L = HOT LEG= MAKE READYYD.LT. = YARD LIGHTST.LT. = STREET LIGHT EXISTING STORM SEWER M.H.TRAFTRAFP/LSWRSWRWTRWTRCOMMCOMMDRAINDRAINCATVCATVGASGASPWRPWRHWHWTOSPROPOSED FIBER OR DUCTPROPOSED POLEEXISTING STEEL OR CONCRETE POLEREF # 1-6APCO - N/AID # N/AH/L - 30' +SL FO ATTACH - 22' 9"ST. LT. - 29' 2"CATV - 22' 4"TEL - 21' 4"(MR/RQ: MOVE TO ??' ?")D/WD/W WITH CULVERTSL FO = SOUTHERN LIGHT FIBER CABLES/L = SOUTHERN LIGHTWATERFIBER OPTIC TOWERWATER TOWERSPEEDLIMIT 45STORM DRAINSTORM DRAINEST =ACT =C&R ASPHALT00EST =ACT =C&R SIDEWALK00ADDRESS REFERENCE36"x24"x36"150' SLACKPL. H.H.EXISTING TRAFFIC LIGHTEXISTING TRAFFIC CABINETHHEXISTING UTILITY HANDHOLE36"x24"x36"150' SLACKEX. H.H.4'x4'x5'BORE PITEXISTING MONITOR WELLEXISTING COMM CABINETEXISTING TRAFFIC HAND HOLEEXISTING COMM HANDHOLEPROPOSED CUT/REPAIR ACTIONSIDEWALKHOT WATER LINETOE OF SLOPECABLE TV LINETRAFFIC LINEPROPERTY LINEDRAIN LINECOMM LINEWATER LINESEWER LINEGAS LINEPOWER LINESTORM DRAIN LINECENTER LINEROW LINE10041-GSPEED LIMIT SIGNMMP ARROWTRAFFIC ARROWSC/L = CENTERLINECULVERT PROFILEDRAINCOMMWATERSEWERGASPOWERSTORM DRAIN SDPGSWCDMMPMATCH LINEJOB-#OTHER FIBER OPTIC CABLEFIBERFIBERFIBERFIBERTVCGGPSSSTWWN.T.S.(NTS) = NOT TO SCALEEXISTING FIBER OR DUCTPublic Works Not Applicable04/29/2025
GENERAL CONSTRUCTION NOTES STATE OF FLORIDA FIBER OPTIC INSTALLATION GOVERNING DOCUMENTS NOTE: ALL WORK IN THE RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE 2022/23 ROADWAY AND TRAFFIC DESIGN STANDARDS. THE 2024/2025 DESIGN STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE PLANS PREPARATION MANUAL (PPM) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL ALL CONSTRUCTION METHODS AND MATERIALS WITHIN THE FOOT R/W SHALL COMPLY WITH THE LATEST ADDITION OF THE FOOT DESIGN STANDARDS, STANDARD SPECIFICATIONS FOR THE ROAD AND BRIDGE CONSTRUCTION AND THE UTILITY ACCOMMODATION MANUAL (UAM). HURRICANE NOTE: ALL LANES MUST BE REOPENED TO TRAFFIC AFTER RECEIVING NOTIFICATION OF A HURRICANE EVACUATION OR ANY CATASTROPHIC EVENT AND SHALL REMAIN OPEN FOR THE DURATION OF THE EVACUATION OR EVENT AS DIRECTED BY THE PERMITS MANAGER. PRE-CONSTRUCTION NOTE: ENGINEER MUST CONTACT THE FOOT REPRESENTATIVE 48 HOURS PRIOR TO ON SITE OPERATIONS, SCHEDULE AND HA VE ON-SITE PRE-CONSTRUCTION MEETING (WITH REPRESENTATIVES FROM ENGINEERING FIRM, FOOT, CONTRACTOR AND ANY OTHER INTERESTED PARTY). SOD LIMITS: SOD AREAS WITHIN 32" OF PAVEMENT AND SLOPES GREATER THAN 1:3. OTHER DISTURBED AREAS MAY BE REP AIRED BY SEEDING OR HYDRO-SEEDING. SEE SPEC 570 FOR DETAILS. ALL DISTURBED AREAS WITHIN THE FOOT R/W TO BE RESTORED TO THE ORIGINAL CONDITION OR BETTER WITH LIKE SOD. ENGINEERING NOTES: 1.THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE. BASED UPON FIELD OBSERVATIONSWITHOUT THE BENEFIT OF LOCATES AND ARE NOT NECESSARILY COMPREHENSIVE. THECONSTRUCTION CONTRACTOR IS RESPONSIBLE TO LOCATE ALL UTILITIES PRIOR TOBEGINNING EXCAVATION.2.NO BACK REAMER WILL BE REQUIRED, DUE TO SIZE OF 4" BIT.southern light
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APPLIES TO ALL HANDHOLESPROFILE VIEWHANDHOLE CONDUIT TERMINATION NATIVE SOILSELECT FILLSUBGRADE6" - 3/4" CRUSHED ROCK4-1.25" HDPE CONDUITS1.5'1'VARIESCONC LID.HANDHOLENON-SLIPWIRE MESHEXPANSION BOARD1.PLACE 6" OF 3/4" CRUSHED ROCK OR 3/8" PEA GRAVEL IN THE BOTTOM OF THE EXCAVATION.2.HANDHOLE WILL BE SET TO MATCH EXISTING SIDEWALK GRADE AND PARALLEL WITH CURB ANDSTREET.3.HDPE CONDUIT SHALL BE PLACED IN THE CORNERS OF HANDHOLE.4.TERMINATE THE HDPE CONDUIT A MINIMUM OF SIX (6) INCHES ABOVE THE ROCK. DO NOTTERMINATE HDPE CONDUIT MORE THAN EIGHT (8) INCHES ABOVE THE ROCK.5.A MINIMUM OF TEN (10) FEET OF TRACER SHALL BE IN EACH HANDHOLE.6.SELECT FILL WILL BE EITHER FLOWABLE FILL OR CLEAN SAND AS REQUIRED BY PERMITTINGOFFICIAL .7.FILL SHOULD BE COMPACTED IN 6" LIFTS AS PER STANDARD SPECIFICATIONS.8.BEARING WEIGHT LIMIT 20,000 POUNDS.DWG. NO:DRAWN BY:DATE:CONTACT Southern Light: 877-652-2321DATE:REVISIONSINDEX REF.:SCALE:ROUTE SCHEM.:SPLICE DWG.:PROJ. NO.:ENG: ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE.CONTRACTOR IS RESPONSIBLE FOR ALL LOCATINGPRIOR TO ANY WORK PERFORMED.office: 251.662.1170 fax: 251.662.1297107 St. Francis St. - Suite 1800Mobile, AL 36603www.slfiber.comPublic Works Not Applicable04/29/2025
6'2'4'5'3'1'6'0'7'8'9'2'4'5'3'1'6'0'7'8'9'DWG. NO:DRAWN BY:DATE:CONTACT Southern Light: 877-652-2321DATE:REVISIONSINDE; REF.:SCALE:VERSION:SPLICE DWG.:PROJ. NO.:ENG: ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE.CONTRACTOR IS RESPONSIBLE FOR ALL LOCATINGPRIOR TO ANY WORK PERFORMED.RIILcH: 251.662.1170 ID[: 251.662.12 7107 St. FUDQcLV St. - SXLtH 1800MRELOH, AL 36603ZZZ.VOILEHU.cRPATLANTIC BEACH, FL. 61 ATLANTIC BLVD.DEPTH TO BE A MINIMUM OF 48" BELOW GRADENOTE:SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES.AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION.SOUTHERN LIGHT WILL MAINTAIN 18" FROM EXISTING UTILITIES.NO BACK REAMER REQUIRED DUE TO SIZE OF 4" BIT.PULL FIBERDIR. BORE 2-1.25"EOP-END PAGE2+99
SHEETNFCAB-2SPEEDLIMIT35EST =449'EST =299'PROPOSED HDPEBELOW GRADE2 - 1.25"HDPEFIBERCABLE4' MIN.
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PARKING LOT D/WD/WD/WD/WD/WD/WD/WSPEEDLIMIT30115'53'62'1' '60'30'30'12'18'20'10'115'53'62'3'2'5'7'11'12'12'12'12'12'5'5'10'100'50'50'EXISTING FIBEREXISTING FIBERPublic Works Not Applicable04/29/2025
2'4'5'3'1'6'0'7'8'9'2'4'5'3'1'6'0'7'8'9'DWG. NO:DRAWN BY:DATE:CONTACT Southern Light: 877-652-2321DATE:REVISIONSINDE; REF.:SCALE:VERSION:SPLICE DWG.:PROJ. NO.:ENG: ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE.CONTRACTOR IS RESPONSIBLE FOR ALL LOCATINGPRIOR TO ANY WORK PERFORMED.RIILcH: 251.662.1170 ID[: 251.662.12 7107 St. FUDQcLV St. - SXLtH 1800MRELOH, AL 36603ZZZ.VOILEHU.cRPATLANTIC BEACH, FL. 61 ATLANTIC BLVD.DEPTH TO BE A MINIMUM OF 48" BELOW GRADENOTE:SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES.AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION.SOUTHERN LIGHT WILL MAINTAIN 18" FROM EXISTING UTILITIES.NO BACK REAMER REQUIRED DUE TO SIZE OF 4" BIT.PULL FIBERDIR. BORE 2-1.25"C/L-BEGIN PAGE2+99 SHEET NFCAB-1 SPEEDLIMIT30EST =427'EST =277'PROPOSED HDPEBELOW GRADE2 - 1.25"HDPEFIBERCABLE4' MIN.
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