HomeMy Public PortalAbout120_022_TYBEE ISLAND FCD Rev 1 8-19-16.pdfTMobileAPPLICANT:CONSTRUCTION SUBMITTAL:T-1 COVER SHEETC-1 OVERALL SITE PLANC-2DEMO PLAN C-3 ENLARGED SITE PLANC-4 FULL ELEVATIONSC-5EQUIPMENT DETAILSRF-1RF DESIGNG-1GENERAL NOTES12.500' NAVD88ELEVATION:8SV0943A4-0004-02-001111 BUTLER AVETYBEE ISLAND, GA 31328LAT:N 32° 00' 39.93" (32.011091)LONG: W 80° 50' 31.02" (-80.841949)TYBEE ISLANDLOCATOR MAPAPPLICABLE CODESSITE INFORMATIONPROJECT LOCATIONSCALE: NTSFROM THE T-MOBILE JACKSONVILLE OFFICE:1.HEAD WEST ON AC SKINNER PKWAY (0.5 MI)2.TURN RIGHT ONTO BELFORT RD (1.8 MI)3.TURN RIGHT ONTO TOUCHTON RD (0.1 MI)4.AT THE TRAFFIC CIRCLE, CONTINUE STRAIGHT TO STAY ON TOUCHTON RD (0.3 MI)4.AT THE TRAFFIC CIRCLE, CONTINUE STRAIGHT TO STAY ON TOUCHTON RD (0.3 MI)5.TURN LEFT ONTO FL-115 N / SOUTHSIDE BLVD (3.5 MI)6.KEEP LEFT TO CONTINUE ON FL-113 N (2.9 MI)7.MERGE ONTO I-295 N (3.5 MI)8.KEEP LEFT TO STAY ON I-295 N (6.4 MI)9.TAKE EXIT 35B FOR I-95 N TOWARD SAVANNAH (0.5 MI)10.MERGE ONTO I-95 N (118 MI)11.TAKE EXIT 99A TO MERGE ONTO I-16 E TOWARD SAVANNAH (7.9 MI)12.KEEP LEFT TO STAY ON I-16 E (0.3 MI)13.KEEP LEFT AT THE FORK TO STAY ON I-16 E, FOLLOW SIGNS FOR I-16 E /MONTGOMERY ST / DOWNTOWN (0.6 MI)14.TAKE EXIT 167B FOR MONTGOMERY ST TOWARD SAVANNAH / CIVIC CENTER /DOWNTOWN (0.3 MI)15.MERGE ONTO MONTGOMERY ST (338 FT)16.TURN RIGHT ONTO W LIBERTY ST (0.8 MI)17.TURN LEFT ONTO RANDOLPH ST (0.2 MI)18.TURN RIGHT ONTO E PRESIDENT ST (2.4 MI)19.CONTINUE ONTO ISLANDS EXPY (2.5 MI)20.LEFT AT THE FORK, FOLLOW SIGNS FOR US-80 E AND MERGE ONTO US-80 E . ISLANDSEXPY (11.2 MI)SITE IS ON THE RIGHTEST. TIME: 2 H 44 MINS.EST. MILEAGE: 165 MI16°SITE NAME:SITE NUMBER:ADDRESS:SITE NAME:TYBEE ISLANDPROPOSED CO-LOCATION ON EXISTING WATER TANKPARCEL ID:PROJECT COORDINATES:SHEET TITLE:SHEET NUMBER:COVER SHEETT-1T-MOBILE WEST LLC7025 AC SKINNER PARKWAYJACKSONVILLE, FL 32256-6932SITE NUMBER:8SV0943ASTRUCTURE TYPE:153' WATER TANKMARKET:JACKSONVILLELIST OF DRAWINGSCONTACT INFORMATIONAPPROVALSSCOPE OF WORK- GEORGIA BUILDING CODE- INTERNATIONAL BUILDING CODE 2012 ED., WITH GA AMENDMENTS- INTERNATIONAL FIRE CODE 2012 ED., WITH GA AMENDMENTS- NATIONAL ELECTRIC CODE 2014 ED., WITH GA MODIFICATIONS(NFPA 101, 2012 ED.)- CITY AND COUNTY ORDINANCESCITY OF TYBEE ISLANDTOWN HALL, PO BOX 2749TYBEE ISLAND, GA 31328866-786-4573PROPERTY OWNER:ARCHITECT/ ENGINEER:DON CUSHING ASSOCIATES, INC.107 SE WASHINGTON ST, SUITE 265PORTLAND, OR 97214CONTACT: 503-387-5331SURVEYOR:N/AGEORGIA POWERPOWER:AT&TTELCO:THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED FOR HUMAN OCCUPANCYTHIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT PRODUCE ANYSEWAGETHE SCOPE OF WORK CONSISTS OF MODIFYING THE (E) WIRELESS SITE:·REMOVE AND/ OR RELOCATE EXISTING T-MOBILE ANTENNAS AND EQUIPMENT FROMTEMPORARY MONOPOLE TOWER·INSTALL (3) NEW DUAL BAND ANTENNAS ONTO EXISTING WATER TANK·INSTALL (3) NEW QUAD BAND ANTENNAS ONTO EXISTING WATER TANK·INSTALL (3) NEW COVP UNITS ONTO EXISTING WATER TANK·INSTALL (3) NEW FXFC UNITS ONTO EXISTING WATER TANK·INSTALL (3) NEW FHFB UNITS ONTO EXISTING WATER TANK·INSTALL (3) NEW HYBRID CABLES·INSTALL (3) COVP UNIT WITH GROUND EQUIPMENT·INSTALL NEW MODULES AND EQUIPMENT INSIDE EXISTING EQUIPMENT CABINET9331 E FOWLER AVETHONOTOSASS, FL 33592THIS DRAWING IS COPYRIGHTED AND IS THE SOLEPROPERTY OF THE OWNER. IT IS PRODUCED SOLELYFOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/ORTHE INFORMATION CONTAINED IN IT IS FORBIDDENWITHOUT THE WRITTEN PERMISSION OF THE OWNER.7025 A.C. SKINNER PKWYJACKSONVILLE, FL 32256LICENSURE:DRAWING INFORMATION:PLANS PREPARED BY: DATE RELEASE5/20/16PRELIMINARY CLIENT REVIEW5/25/16PRELIMINARY CLIENT REVIEW6/8/16FINAL CONSTRUCTION SUBMITTAL8/19/16FINAL CONSTRUCTION SUBMITTALMobilePROJECT INFORMATION:TDon Cushing Associates Civil Engineers Florida Regional Office1050 SR 206 East, Suite GSt Augustine, FL 32086(904) 584-3733 www.cushing-engr.comCivil Engineers8SV0943ATYBEE ISLAND111 BUTLER AVETYBEE ISLAND, GA 31328
PARCEL INFORMATIONPARCEL ID#: 4-0004-02-0010.29 ACRESZONED: R-2R-2 - RESIDENTIALADJACENT ZONINGEXISTING SITE ACCESS ROADR-2 - RESIDENTIALADJACENT ZONINGR-2 - RESIDENTIALADJACENT ZONINGPROPOSED PROJECT AREASEE SHEET C-3 FOR DETAILSEXISTING 153' ± AGLWATER TOWERR-2 - RESIDENTIALADJACENT ZONINGR-2 - RESIDENTIALADJACENT ZONINGR-2 - RESIDENTIALADJACENT ZONINGR-2 - RESIDENTIALADJACENT ZONINGR-2 - RESIDENTIALADJACENT ZONINGR-2 - RESIDENTIALADJACENT ZONINGR-2 - RESIDENTIALADJACENT ZONINGR-2 - RESIDENTIALADJACENT ZONINGR-2 - RESIDENTIALADJACENT ZONINGR-2 - RESIDENTIALADJACENT ZONINGEXISTING T-MOBILEEQUIPMENT PAD11X17 SCALE: 1" = 60'22X34 SCALE: 1" = 30'16°SHEET TITLE:SHEET NUMBER:OVERALLSITE PLANC-1THIS DRAWING IS COPYRIGHTED AND IS THE SOLEPROPERTY OF THE OWNER. IT IS PRODUCED SOLELYFOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/ORTHE INFORMATION CONTAINED IN IT IS FORBIDDENWITHOUT THE WRITTEN PERMISSION OF THE OWNER.7025 A.C. SKINNER PKWYJACKSONVILLE, FL 32256LICENSURE:DRAWING INFORMATION:PLANS PREPARED BY: DATE RELEASE5/20/16PRELIMINARY CLIENT REVIEW5/25/16PRELIMINARY CLIENT REVIEW6/8/16FINAL CONSTRUCTION SUBMITTAL8/19/16FINAL CONSTRUCTION SUBMITTALMobilePROJECT INFORMATION:TDon Cushing Associates Civil Engineers Florida Regional Office1050 SR 206 East, Suite GSt Augustine, FL 32086(904) 584-3733 www.cushing-engr.comCivil Engineers8SV0943ATYBEE ISLAND111 BUTLER AVETYBEE ISLAND, GA 31328
EXISTING T-MOBILEANTENNAS TO BEREMOVED AND RETURNEDTO T-MOBILE WAREHOUSECOAXCOAXCOAXCOAXCOAXCOAXEXISTING T-MOBILETOWER EQUIPMENT TO BEREMOVEDEXISTING T-MOBILE TEMPORARYCOAX TO BE REMOVEDREMOVE EXISTINGTEMPORARYWOODEN SHELTEREXISTING 153' ± AGLWATER TANKDECOMMISSIONEXISTING T-MOBILEMICROWAVE, TO BEREMOVED BY OTHERSTEMPORARY TOWER,TO BE REMOVED BYOTHERS11X17 SCALE: 1" = 20'-0"22X34 SCALE: 1" = 10'-0"16°SHEET TITLE:SHEET NUMBER:DEMOPLANC-2THIS DRAWING IS COPYRIGHTED AND IS THE SOLEPROPERTY OF THE OWNER. IT IS PRODUCED SOLELYFOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/ORTHE INFORMATION CONTAINED IN IT IS FORBIDDENWITHOUT THE WRITTEN PERMISSION OF THE OWNER.7025 A.C. SKINNER PKWYJACKSONVILLE, FL 32256LICENSURE:DRAWING INFORMATION:PLANS PREPARED BY: DATE RELEASE5/20/16PRELIMINARY CLIENT REVIEW5/25/16PRELIMINARY CLIENT REVIEW6/8/16FINAL CONSTRUCTION SUBMITTAL8/19/16FINAL CONSTRUCTION SUBMITTALMobilePROJECT INFORMATION:TDon Cushing Associates Civil Engineers Florida Regional Office1050 SR 206 East, Suite GSt Augustine, FL 32086(904) 584-3733 www.cushing-engr.comCivil Engineers8SV0943ATYBEE ISLAND111 BUTLER AVETYBEE ISLAND, GA 31328
COAXEXISTING 153' ± AGL WATER TANK(THIRD PARTY ANTENNAS ANDEQUIPMENT NOT SHOWN FOR CLARITY)EXISTING TEMPORARYMONOPOLE TOWER,TO BE REMOVED BYOTHERSPROPOSED (3) NEW COVP MOUNTED ONEXISTING H-FRAME UNISTRUTPROPOSED (3) RUNS OF NEW HIGH CAPHCS HYBRID CABLE ROUTEDUNDERGROUND TO WATER TOWEREXISTING ACCESS ROADSEEC-4EXISTING AT&T EQUIPMENT PADINSTALL NEW MODULE AND GROUNDEQUIPMENT INSIDE EXISTING T-MOBILEEQUIPMENT CABINETEXISTING T-MOBILE CHATAM EQUIPMENTCABINET(NEED SPECIAL KEY TO ACCESS)EXISTING 14'-6" X 8'-6" T-MOBILE CONCRETEEQUIPMENT PADEXISTING 12' GATEEXISTING BUILDINGEXISTING SECURITY FENCEEXISTING POWER CABINETS ON H-FRAMEEXISTING T-MOBILEOPTIMAN AND GPSMOUNTED ON EXISTINGH-FRAMEPROPOSED (1) DUALBAND ANTENNA PERSECTOR, (3) TOTAL,MOUNTED ONEXISTING ANTENNAMOUNTPROPOSED (1) QUADBAND ANTENNA PERSECTOR, (3) TOTAL,MOUNTED ONEXISTING ANTENNAMOUNTPROPOSED (1) NEW COVP,(1) NEW FXFC AND (1)NEW FHFB PER SECTOR,(3) TOTAL OF EACH,MOUNTED ON ANTENNAPIPE MOUNT ON EXISTINGANTENNA MOUNT,STRUCTURAL ANALYSISBY OTHERSEXISTING ANTENNA MOUNT,STRUCTURAL ANALYSIS BYOTHERSEXISTING AT&TANTENNAS ANDEQUIPMENTSEEC-5SEEC-5SEEC-5SEEC-5EXISTINGACCESS ROADEXISTING 12' GATEEXISTING SPRINT EQUIPMENT PADROUTE PROPOSED HYBRID CABLETHROUGH EXISTING CONDUITS UP THESIDE OF SIDE OF WATER TANK TOEXISTING DOGHOUSE11X17 SCALE: 1" = 20'-0"22X34 SCALE: 1" = 10'-0"16°SHEET TITLE:SHEET NUMBER:ENLARGEDSITE PLANC-3THIS DRAWING IS COPYRIGHTED AND IS THE SOLEPROPERTY OF THE OWNER. IT IS PRODUCED SOLELYFOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/ORTHE INFORMATION CONTAINED IN IT IS FORBIDDENWITHOUT THE WRITTEN PERMISSION OF THE OWNER.7025 A.C. SKINNER PKWYJACKSONVILLE, FL 32256LICENSURE:DRAWING INFORMATION:PLANS PREPARED BY: DATE RELEASE5/20/16PRELIMINARY CLIENT REVIEW5/25/16PRELIMINARY CLIENT REVIEW6/8/16FINAL CONSTRUCTION SUBMITTAL8/19/16FINAL CONSTRUCTION SUBMITTALMobilePROJECT INFORMATION:TDon Cushing Associates Civil Engineers Florida Regional Office1050 SR 206 East, Suite GSt Augustine, FL 32086(904) 584-3733 www.cushing-engr.comCivil Engineers8SV0943ATYBEE ISLAND111 BUTLER AVETYBEE ISLAND, GA 31328
GROUND LEVEL (GL)EXISTING T-MOBILE EQUIPMENTCABINET ON EXISTING 14'-0" X8'-6" CONCRETE PADGROUND LEVEL (GL)TOP OF LIGHTNING ROD@ 160'-0" AGL +/-EXISTING 153' ± AGLWATER TANKEXISTING ANTENNA MOUNT(THIRD PARTY ANTENNASNOT SHOWN FOR CLARITY)EXISTING POWERCABINETS ON H-FRAMEEXISTING T-MOBILECOVP, OPTIMAN AND GPSMOUNTED ON EXISTINGH-FRAMETOP OF WATER TANK@ 153'-0" AGL +/-EXISTING WOOD SHELTERAROUND EQUIPMENT, TOBE REMOVEDPROPOSED T-MOBILE ANTENNA RAD CENTER@ 153'-0" AGL +/-GROUND LEVEL (GL)COAXCOAXCOAXCOAXCOAXCOAXCOAXCOAXCOAXCOAXCOAXCOAXCOAXCOAXCOAXCOAXCOAXCOAXCOAXTOP OF LIGHTNING ROD@ 160'-0" AGL +/-PROPOSED (3) NEW COVPMOUNTED ON EXISTINGH-FRAME UNISTRUTPROPOSED (3) RUNS OF NEW HIGH CAPHCS HYBRID CABLE, NOKIAASU9325TYP01, ROUTEDUNDERGROUND TO WATER TOWERAND UP SIDE OF WATER TANK TOEXISTING DOG HOUSE THROUGHEXISTING CONDUITSINSTALL NEW MODULES AND GROUNDEQUIPMENT INSIDE EXISTING T-MOBILEEQUIPMENT CABINETPROPOSED (1) DUALBAND ANTENNA PERSECTOR, (3) TOTAL,MOUNTED ONEXISTING ANTENNAMOUNTPROPOSED (1) QUADBAND ANTENNA PERSECTOR, (3) TOTAL,MOUNTED ONEXISTING ANTENNAMOUNTPROPOSED (1) NEW COVP,(1) NEW FXFC AND (1)NEW FHFB PER SECTOR,(3) TOTAL OF EACH,MOUNTED ON ANTENNAPIPE MOUNT ON EXISTINGANTENNA MOUNTSEEC-5SEEC-5SEEC-5COAX22X34 SCALE= 1"=10'NOTE:1.THIS DRAWING IS FOR REPRESENTATIONAL PURPOSES ONLY.2.SEE STRUCTURAL ANALYSIS BY TOWER ENGINEERING PROFESSIONALS DATED 5/17/16.3.THIRD PARTY ANTENNAS AND EQUIPMENT NOT SHOWN FOR CLARITY.SHEET TITLE:SHEET NUMBER:FULLELEVATIONSC-411X17 SCALE: 1" = 20'-0"22X34 SCALE= 1"=10'11X17 SCALE: 1" = 20'-0"NOTE:1.THIS DRAWING IS FOR REPRESENTATIONAL PURPOSES ONLY.2.SEE STRUCTURAL ANALYSIS BY TOWER ENGINEERING PROFESSIONALS DATED 5/17/16.3.THIRD PARTY ANTENNAS AND EQUIPMENT NOT SHOWN FOR CLARITY.THIS DRAWING IS COPYRIGHTED AND IS THE SOLEPROPERTY OF THE OWNER. IT IS PRODUCED SOLELYFOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/ORTHE INFORMATION CONTAINED IN IT IS FORBIDDENWITHOUT THE WRITTEN PERMISSION OF THE OWNER.7025 A.C. SKINNER PKWYJACKSONVILLE, FL 32256LICENSURE:DRAWING INFORMATION:PLANS PREPARED BY: DATE RELEASE5/20/16PRELIMINARY CLIENT REVIEW5/25/16PRELIMINARY CLIENT REVIEW6/8/16FINAL CONSTRUCTION SUBMITTAL8/19/16FINAL CONSTRUCTION SUBMITTALMobilePROJECT INFORMATION:TDon Cushing Associates Civil Engineers Florida Regional Office1050 SR 206 East, Suite GSt Augustine, FL 32086(904) 584-3733 www.cushing-engr.comCivil Engineers8SV0943ATYBEE ISLAND111 BUTLER AVETYBEE ISLAND, GA 31328
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81.1"4.8"NOTES:1)INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTINGBRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 12INCH HARDWARE PROVIDED.2)TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON THESCISSOR BRACKETS AND SECURE USING 516 INCH HARDWARE PROVIDED.3)THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPEPARTS:602355-6601542-2601543-1571000HH2432SFP572000S15SFP571000HH2032SFP572000S13SFP11144221234567ItemQTYPNDescriptionADAPTOR, POLE, LOWERBRACKET, DOWNTILT, POLEBRACKET, DOWNTILT, ANTENNA1/2 X 1 HEX HEAD BOLT1/2 SPLIT WASHER5/16 X 1 HEX HEAD BOLT5/16 SPLIT WASHERPIPE MOUNT (TYP.)VALMONT MICROFLECT PART#B1001 OR APPROVED EQUALPANEL ANTENNA (TYP.)1235454NOTE: LENGTH INCLUDES ACTUATORSMODEL NUMBER: CMA_BDHH_6521_0MANUFACTURER: CELLMAXWEIGHT: 61.6 lbsDIMENSIONS (LxWxD): 81.1"x14.7"x5.2"MOUNTING BRACKETS: INCLUDEDNOTE: LENGTH INCLUDES ACTUATORSMODEL NUMBER: CMA_B_6521_E0-6MANUFACTURER: CELLMAXWEIGHT: 35.0 lbsDIMENSIONS (LxWxD): 81.1"x7.7"x4.8"MOUNTING BRACKETS: INCLUDED14.7
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81.1"5.2"ADD NEW3ANTENNACELLMAXCMA_B_6521_E0-681.1"x7.7"x4.8"35.0lbsADD NEW3ANTENNACELLMAXCMA_BDHH_6521_081.1"x14.7"x5.2"61.6lbsADD NEW3RRUNOKIAFHFB34.3"x12.6"x7.8"51.0lbsADD NEW3RRUNOKIAFXFC22.1"x19.4"x5.2"55.1 lbsADD NEW3COVPRAYCAPRNSNDC-7771-PF-4820.2"x19"x7"15lbsADD NEW3HYBRID CABLENOKIAASU9325TYP011.584"Ø1.614lbs/ftMANUFACTURERNOKIALENGTH22.1"WIDTH19.4"MODEL NUMBERWEIGHT55.1 lbsDEPTH5.2"FXFCINCLUDEDMOUNTING BRACKET16.6"
5.2"19.4"22.1"20.2"19"MANUFACTURERRAYCAPLENGTH20.2"WIDTH19"DEPTH7"RNSNDC-7771-PF-48MODEL NUMBERMOUNTING BRACKETINCLUDEDWEIGHT15 lbs7"RRU MOUNTINGBRACKET (SUPPLIEDBY MANUFACTURER)U-BOLT OR BANDEDPER MANUFACTURERRECOMMENDATION(TYP, TOP & BOT)EXISTING PIPE MASTRRUMANUFACTURERNOKIALENGTH34.3"WIDTH12.6"MODEL NUMBERWEIGHT51.0 lbsDEPTH7.8"FHFBINCLUDEDMOUNTING BRACKET12.6"7.8"34.3"NOTE: MUST BE MOUNTED VERTICALLYCOVP MOUNTINGBRACKETPIPEBANDING STRAPCOVPNEW @ 153' RCCMA_B_6521_E0-6BETA-195°NEW @ 153' RCCMA_BDHH_6521_0ALPHA-325°NEW @ 153' RCCMA_BDHH_6521_0GAMMA-276°1AZIMUTH DIAGRAMSCALE: N.T.S.2ANTENNA MOUNTING DETAILSCALE: N.T.S.3DUAL ANTENNA DETAILSCALE: N.T.S.4QUAD ANTENNA DETAILSCALE: N.T.S.5RRU DETAILSCALE: N.T.S.6COVP DETAILSCALE: N.T.S.7RRU & COVP TOWER MOUNTING DETAILSCALE: N.T.S.9WATER TANK MOUNTED EQUIPMENT SPECIFICATION CHARTSCALE: N.T.S.NEW @ 153' RCCMA_B_6521_E0-6ALPHA-325°NEW @ 153' RCCMA_B_6521_E0-6GAMMA-276°NEW @ 153' RCCMA_BDHH_6521_0BETA-195°8COVP H-FRAME MOUNTING DETAILSCALE: N.T.S.5'5'±GROUND LEVEL (GL)NOTE:1. DETAIL IS FOR REPRESENTATION ONLY; REVIEWAND MODIFY FOR SITE SPECIFIC CONDITIONS2. CONFIRM EQUIPMENT QUANTITIES WITH RFDSH-FRAME POSTS(TYP)COVP MOUNTEDON UNISTRUT(TYP)UNI-STRUT(TYP)PROPOSED (1) COVP,(1) FRBG RRU & (1)FHFB RRU PERSECTOR, (3) TOTAL OFEACHAT&T ANTENNASAND EQUIPMENTSHEET TITLE:SHEET NUMBER:EQUIPMENTDETAILSC-5THIS DRAWING IS COPYRIGHTED AND IS THE SOLEPROPERTY OF THE OWNER. IT IS PRODUCED SOLELYFOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/ORTHE INFORMATION CONTAINED IN IT IS FORBIDDENWITHOUT THE WRITTEN PERMISSION OF THE OWNER.7025 A.C. SKINNER PKWYJACKSONVILLE, FL 32256LICENSURE:DRAWING INFORMATION:PLANS PREPARED BY: DATE RELEASE5/20/16PRELIMINARY CLIENT REVIEW5/25/16PRELIMINARY CLIENT REVIEW6/8/16FINAL CONSTRUCTION SUBMITTAL8/19/16FINAL CONSTRUCTION SUBMITTALMobilePROJECT INFORMATION:TDon Cushing Associates Civil Engineers Florida Regional Office1050 SR 206 East, Suite GSt Augustine, FL 32086(904) 584-3733 www.cushing-engr.comCivil Engineers8SV0943ATYBEE ISLAND111 BUTLER AVETYBEE ISLAND, GA 31328
SCALE: NTSSHEET TITLE:SHEET NUMBER:RFDESIGNRF-1THIS DRAWING IS COPYRIGHTED AND IS THE SOLEPROPERTY OF THE OWNER. IT IS PRODUCED SOLELYFOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/ORTHE INFORMATION CONTAINED IN IT IS FORBIDDENWITHOUT THE WRITTEN PERMISSION OF THE OWNER.7025 A.C. SKINNER PKWYJACKSONVILLE, FL 32256LICENSURE:DRAWING INFORMATION:PLANS PREPARED BY: DATE RELEASE5/20/16PRELIMINARY CLIENT REVIEW5/25/16PRELIMINARY CLIENT REVIEW6/8/16FINAL CONSTRUCTION SUBMITTAL8/19/16FINAL CONSTRUCTION SUBMITTALMobilePROJECT INFORMATION:TDon Cushing Associates Civil Engineers Florida Regional Office1050 SR 206 East, Suite GSt Augustine, FL 32086(904) 584-3733 www.cushing-engr.comCivil Engineers8SV0943ATYBEE ISLAND111 BUTLER AVETYBEE ISLAND, GA 31328
CENTER LINEPROPERTY LINENUMBEROTHERWISEWATERPROOFVERIFY IN FIELDWITHOUTWINDOWVINYL TILEVERTICALUNLESS NOTEDUNIFORM BUILDING TOP OF MASONRYTOP OF CONCRETESHEET VINYLTYPICALTHROUGHSUSPENDEDSTRUCTURALSTAINLESS STEELSPECIFICATIONROUGH OPENINGSQUARESIMILARREQUIREDW/OGAGCGALVFTFLRFLUORFINEXTEXISTGAUGEGENERAL CONTRACTORGALVANIZE(D)FLUORESCENTFOOTFLOORFINISHEXTERIOREXISTINGPRESSURE TREATEDOUTSIDE DIAMETERPAIRPRPROPPROJPTPROPERTYPROJECTOPPPLYWDOC, o/cOPGODOPPOSITEPLYWOODOPENINGON CENTER@#ATWP&CPLLANDANGLEGROUNDGRNDAIR CONDITIONINGA/CREQ'DCONTINUOUSCONTDWGEL, ELEVE.W.EQUIPEQELECTEAEDIAGDIMDNDTL, DETLDIA, ØDBLDRAWINGELEVATIONEACH WAYEQUIPMENTEQUALELECTRICALEACHEASTDIAGONALDETAILDOWNDIMENSIONDIAMETERDOUBLECONSTCONCCLRCLGBLKB/SBMRBLDGAWGASTMAPPROXAFFADJCONSTRUCTIONBUILDING STANDARDBASE MOBILE RADIOCONCRETECLEARCEILINGBLOCKAMERICAN WIRE GAUGETESTING & MATERIALSAMERICAN SOCIETY FORAPPROXIMATELYABOVE FINISH FLOORBUILDINGADJUSTABLET.O.C.NOT IN CONTRACTNOT APPLICABLEMINIMUMMINNNTSNICNAMISCNORTHNOT TO SCALEMISCELLANEOUSMET, MTLMECHMGRMFRLB(S)MAXMANAGERMANUFACTURERMECHANICALMETALMAXIMUMPOUND(S)VERTWINW/WVTVIFWESTWITHU.N.O.UBCT.O.M.TYPCODEGYPSUM WALL BOARDHVACININSULINTINFOI.D.INCHINTERIORINSULATIONINFORMATIONINSIDE DIA.HORIZHARD'WDHTHRGYP BDGWBHORIZONTALHARDWOODHEIGHTHOURGYPSUM BOARDSQTNNDTHRUSUSPSTRUCTS.V.SSSTLTINNEDSTEELSPECSSHTSIMRMR.O.SOUTHSHEETROOMANTENNA AMPLIFIERLNAOVERHEAD POWEROHPUNDRGRND POWERUGPOVERHEAD TELCOOHTUNDRGRND TELCOUGTHEATING, VENTING ANDAIR CONDITIONING1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SETOF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESSNOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDEFURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMEDNECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS ANDOWNER'S PROJECT MANUAL.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILSTHAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTSMUST BE SUBMITTED TO AND APPROVED BY T-MOBILE WIRELESS REPRESENTATIVE PRIORTO START OF WORK.3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITETO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSEDPROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THECONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRMTHAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITHCONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TOTHE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING.4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEEDWITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BYTHE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS.5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THECONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALLCONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY, ANDPROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TOMANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERELOCAL CODES OR ORDINANCES TAKE PRECEDENCE.7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICTACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES,RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL ANDUTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODESBEARING ON THE PERFORMANCE OF THE WORK.8. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OFCONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THEPROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET ISSTAMPED IN RED INK "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THEARCHITECT'S/ENGINEER'S SIGNED WET STAMP.9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALLWORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC.ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTIONPRACTICES.10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS.11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTINGCONSTRUCTION AND REPAIR ALL DAMAGES TO EQUAL OR BETTER NEW CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE BUILDINGSITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE T-MOBILEREPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THEREPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADESHALL BE MADE AT THE CONTRACTOR'S EXPENSE.12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION,THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THEENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION.13.THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHERCONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL,PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTINGCONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, ORREARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMSARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH ANDMATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS ANDCEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTORSHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERECONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACTDETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THEGENERAL CONTRACT.14.IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINALAPPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'SRESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE PROPOSEDCHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THECONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALLNECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSEDCHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR ANDSUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARYINSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OFTHE WORK.15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESSTHAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECTAREA DURING CONSTRUCTION.9. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PERLOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE.1. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVEDFROM THE SITE AND DISPOSED OF LEGALLY.2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCSEQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS.3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZENMATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADEPRIOR TO THE CRUSHED STONE APPLICATION.5. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHEREENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHEREREQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED ASDIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTORWHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALLPROVIDE SAFETY TRAINING FOR THE WORKING CREW.6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICHINTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BECAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOTINTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OFENGINEERING.7. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOTCOVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO AUNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THESPECIFICATION LANDSCAPE WORK..8. BEDDING MATERIAL FOR UTILITY LINES, CULVERTS AND PIPING: CLEAN SAND, MEDIUM TPCOARSE, SUB ROUNDED NATURAL RIVER OR BANK SAND, WASHED, FREE OF SILT ORCLAY, LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATTER; GRADED INACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION:1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 AND THESPECIFICATION CAST-IN-PLACE CONCRETE.2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2450 PSI AT 28DAYS (UNO).3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESSNOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDEDSTEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKSSHALL BE STANDARD (UNO).4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCINGSTEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH - 3IN. CONCRETE EXPOSED TO EARTH OR WEATHER:#6 AND LARGER ..........................2 IN.#5 AND SMALLER & WWF ...........1-1/2 IN.5. A 1/2" TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE(UNO). HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER INDIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MFRRECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOIDCUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE ELEVATED SLAB.6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PERMANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.7. FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUSDEPRESSIONS. SURFACE SHALL BE SLOPED AT 2% TO PROMOTE DRAINAGE AWAY FROMEQUIPMENT.TOWER/POLE NOTES:1. VERIFICATION THAT THE EXISTING TOWER-POLE CAN SUPPORT THE PROPOSED ANTENNALOADING IS TO BE DONE BY OTHERS.2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIALAND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED ANDRESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS.VAULT NOTES: THE FOLLOWING INSTALLATION INFORMATION COVERS THE MAIN ASPECTS OF THE VAULTINSTALLATION. REFER TO ASTM SPECIFICATION C-891 "INSTALLATION OF UNDERGROUNDPRECAST CONCRETE UTILITY STRUCTURES" FOR ADDITIONAL DETAILS.1. EXCAVATION AND BEDDING:INSTALLATION OF VAULTS REQUIRES THAT THE CUSTOMER PROVIDE THE EXCAVATION INWHICH TO LOWER THE INDIVIDUAL COMPONENTS INTO PLACE. THE EXCAVATION MUSTALLOW FOR OVERALL HEIGHT OF VAULT PLUS THE ADDED HEIGHT OF RISERS, ACCESSDOORS, FRAMES AND COVERS, ETC. BEDDING MATERIAL SHOULD CONSIST OF 3" TO 6" OFCOMPACTED PEA GRAVEL, GRADED LEVEL. A MINIMUM CLEARANCE OF 6" AROUND THESIDE AND END WALLS OF THE VAULT IS REQUIRED FOR EASE OF INSTALLATION.2. OFF-LOADING AND SETTING:THE VAULT IS ASSEMBLED BY LOWERING EACH SECTION INTO THE EXCAVATION. THEBASE SECTION IS LOWERED FIRST, SET LEVEL AND FIRMLY POSITIONED BEFORE PLACINGINTERMEDIATE AND/OR TOP SECTION. THE EXCAVATION MUST NOT CONTAIN WATERWHEN SETTING VAULT. WHEN INSTALLING VAULT SECTIONS THAT HAVE FOUR LIFT POINTLOCATIONS, USE FOUR-WAY CABLE RIGGING WITH CABLES BEING OF EQUAL LENGTH ANDWIDTH NO MORE THAN A 45 DEGREE ANGLE FROM VERTICAL. DO NOT LIFT BY LESS THANFOUR CABLES.THE SEAL SURFACES BETWEEN SECTIONS MUST BE CLEAN AND THEGASKET/SEALANT MUST BE IN PLACE. SPLICE GASKET/SEALANT AWAY FROM CORNERS.REFER TO CATALOG DRAWING FOR PLACEMENT LOCATION.3. KNOCKOUTS:KNOCKOUTS ARE PROVIDED IN VARIOUS LOCATIONS IN SUFFICIENT NUMBER TO MEET THEMAJORITY OF REQUIREMENTS. KNOCKOUTS ARE EASILY REMOVED BY STRIKING IN THECENTER WITH A HAMMER OR SIMILAR TOOL. A SINGLE MODERATELY HEAVY BLOW WILLGIVE BETTER RESULTS THAN NUMEROUS LIGHT BLOWS. ONLY USE THE KNOCKOUT AREASPROVIDED ON VAULT FOR CONDUIT AND PIPE PENETRATIONS. A BLOCKOUT IN ANY OTHERAREA COULD WEAKEN THE STRUCTURAL INTEGRITY OF THE VAULT.4. BACKFILLING:BACKFILL AROUND THE VAULT SHOULD CONSIST OF GOOD COMPACTIBLE MATERIAL SUCHAS PEA GRAVEL, SAND, OR SELECT BACKFILL MATERIAL. IN NO CASE SHALL THE MATERIALBE SATURATED SOIL, OR CONTAIN LARGE ROCKS OR CHUNKS. NO VOIDS SHOULD REMAINBETWEEN THE VAULT WALLS AND NATIVE SOIL OF EXCAVATION. BACKFILLING SHOULD NOTBE DONE UNTIL VAULT IS COMPLETELY ASSEMBLED MAKING CERTAIN TO COMPACT THEBACKFILL PROGRESSIVELY FROM THE BOTTOM TO THE TOP SURFACES. ALL BACKFILLINGIS THE RESPONSIBILITY OF THE CUSTOMER/CONTRACTOR. IF IN THE PUBLIC RIGHT OFWAY, PUBLIC APPROVAL FROM GOVERNING AGENCY WILL NEED TO BE OBTAINED.SECTIONAL VAULTS USED AS OIL/WATER SEPARATORS, GREASE TRAPS, OR HOLDINGTANKS MUST NOT BE FILLED WITH WATER UNTIL BACKFILLING IS COMPLETE.16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TOAVOID DISTURBING NORMAL BUSINESS.17. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIREMARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE.18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING,COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS.19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINALROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY.20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSEDLOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T-MOBILE CONSTRUCTION MANAGER PRIOR TO STARTING WORK.AGLABOVE GRADE LEVELCALL 811 OR 1-800-282-7411 BEFORE YOU DIG. GEORGIA LAW REQUIRES YOU TO FOLLOWGEORGIA HIGH VOLTAGE SAFETY ACT AND CALL BEFORE YOU DIG LAWSHEET TITLE:SHEET NUMBER:GENERALNOTESG-1SITE WORK NOTES CONTINUED:GENERAL NOTES CONTINUED:CONCRETE NOTES:GENERAL NOTES:SITE WORK NOTES:ATTENTION (GEORGIA SITES ONLY):10060-900-450-250-20-2NO. 200 MESHNO. 100 MESHNO. 16 MESHNO. 8 MESHNO. 4 MESHPERCENT PASSINGSIEVE SIZESYMBOLS LEGENDOVERHEAD COAXX**X**X**X**X**X*
*X**X**X**X**CENTERLINECOAXPOWER/TELCOTELCOEASEMENTPROPERTY LINEGASGASGASGASC-2211100POWERCEDAR FENCECHAINLINK FENCEREVISIONKEY NOTEDETAIL REFERENCEELEVATION REFERENCEROOM NUMBERSECTION REFERENCEELEVATION DATUMPOINTC-22C-22ABBREVIATIONS LEGENDTHIS DRAWING IS COPYRIGHTED AND IS THE SOLEPROPERTY OF THE OWNER. IT IS PRODUCED SOLELYFOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/ORTHE INFORMATION CONTAINED IN IT IS FORBIDDENWITHOUT THE WRITTEN PERMISSION OF THE OWNER.7025 A.C. SKINNER PKWYJACKSONVILLE, FL 32256LICENSURE:DRAWING INFORMATION:PLANS PREPARED BY: DATE RELEASE5/20/16PRELIMINARY CLIENT REVIEW5/25/16PRELIMINARY CLIENT REVIEW6/8/16FINAL CONSTRUCTION SUBMITTAL8/19/16FINAL CONSTRUCTION SUBMITTALMobilePROJECT INFORMATION:TDon Cushing Associates Civil Engineers Florida Regional Office1050 SR 206 East, Suite GSt Augustine, FL 32086(904) 584-3733 www.cushing-engr.comCivil Engineers8SV0943ATYBEE ISLAND111 BUTLER AVETYBEE ISLAND, GA 31328