HomeMy WebLinkAboutX26 - Hangar TL & TW A Repairs - Const Plans (Bid Set)APRIL 2021TAXILANE / SITEWORK FOR FUTURE HANGAR PREPARED BY:BID DOCUMENTSCONSTRUCTION PLANS FOR:TAMPA, FL 336345550 W. IDLEWILD AVENUE, SUITE 102(813) 330-2704CERTIFICATE OF AUTHORIZATION NO.: 30862 SHEET INDEX (CIVIL)SHEET. No.DESCRIPTIONCOVERCONSTRUCTION PHASING AND SAFETY PLAN STAKING AND DEMOLITION PLANTYPICAL SECTIONSG1.1G0.0GENERAL NOTESG2.1FAA AIP PROJECT No.: 3-12-0145-015-2020FDOT FM NO. : 445948-1-94-01SEBASTIAN, FLORIDAMUNICIPAL AIRPORTDEVELOPMENT & TAXIWAY "A" REPAIRSC1.1-C1.3C3.1-C3.2GRADING AND DRAINAGE PLANC4.1-C4.2DRAINAGE DETAILSC6.1-C6.3STORMWATER POLLUTION PREVENTION PLANC6.0TAXILANE PROFILEC5.1PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIESCHAIN-LINK FENCE & GATE DETAILSC8.1-C8.3UTILITY DETAILSC9.1-C9.2MARKING & SIGNAGE PLANC7.1-C7.2MARKING & SIGNAGE DETAILSC7.3-C7.4SHEET INDEX (ELECTRICAL)SHEET. No.DESCRIPTIONELECTRICAL GENERAL NOTESELECTRICAL PLANINSTALLATION DETAILSELECTRICAL ONE LINE DIAGRAM AND PANEL SCHEDULESE1.1E0.1ACCESS GATE ENLARGED PLANE2.1E4.1E5.1-E5.5THE BELOW NAMED PROFESSIONAL ENGINEER SHALL BERESPONSIBLE FOR THE ABOVE SHEETS IN ACCORDANCEWITH RULE 61615-23.004, F.A.C.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIESTHE BELOW NAMED PROFESSIONAL ENGINEER SHALL BERESPONSIBLE FOR THE ABOVE SHEETS IN ACCORDANCEWITH RULE 61615-23.004, F.A.C.
131.0'30.0'65.5'60.0' (TYP.)12.0'39.5'TAXIWAY 'A'25.0'TOFATOFATSATSA17.0'32.0'12.5'27.0'TOFATOFATSATSAXX XX
XXXXSTORMWATERBASIN (TYP.)PROPOSED STORMDRAIN INLET (TYP.)S-5.1S-4.1S-3.1S-2.1S-2S-3S-4S-5S-1S-8S-9S-10S-7S-6
5.25'3.00'6.25'2.75'CONTRACTOR'SSTAGING ANDSTOCKPILE AREAEXIST. AOA GATECLOSED RUNWAY MARKERDURING TAXIWAY 'A' REPAIRSHERE AND AT RUNWAY 28 ENDAIRPORT DRIVE WEST CENTRAL AIRPORT DRIVEAIRPORT DRIVE WESTTYPE II LOW PROFILEBARRICADES MUST BE INSTALLEDPRIOR TO BEGINNING ANY WORKIN THE TAXIWAY 'A' OBJECT FREEAREA (TOFA) AND ARE TO REMAININ PLACE UNTIL WORK IN THETOFA IS COMPLETE17.5' MIN.TYPE II LOW PROFILEBARRICADES DURINGTAXIWAY 'A' REPAIRWORK AND DURINGASPHALT PAVINGWORK WITHIN THETAXIWAY 'A' TOFATYPE II LOW PROFILEBARRICADES DURINGTAXIWAY 'A' REPAIR WORKEXIST. FENCE(TO BE REMOVED)PROPOSED15' GATEPROPOSEDFENCETYPE II LOW PROFILEBARRICADES DURINGASPHALT PAVING WITHINTHE TAXIWAY 'A' TOFAB2B4B1B3250'PAVEMENT WIDENINGN1" = 50'GRAPHIC SCALE100500FEETFile Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\002-G1.1-PROJECT-LAYOUT PLAN-FAA-60FT Spacing.dwg Date: 4/2/2021 7:56 AM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01CONSTRUCTIONPHASING ANDSAFETY PLANG1.1LEGENDTAXILANE PAVEMENTTAXIWAY 'A' REPAIRSPARKING LOT PAVEMENTFUTURE PAVEMENTCONTRACTOR'S HAUL ROUTECONTRACTOR'S STAGING AREAFUTURE 60' x 60' HANGARSNOTES:1.THE AOA SHALL REMAIN SECURE AT ALL TIMES.DEMOLITION OF THE EXISTING FENCE SHALL NOT BEGINUNTIL THE NEW FENCE HAS BEEN COMPLETED.2.THE CONTRACTOR SHALL HAVE 14 CONSECUTIVECALENDAR DAYS FROM THE DAY RUNWAY 10-28 ISFIRST CLOSED TO COMPLETE ALL OF THE TAXIWAY 'A'REPAIR AND WIDENING WORK. LIQUIDATED DAMAGESAS PRESCRIBED IN SECTION 01010 OF THESPECIFICATIONS WILL BE ASSESSED FOR FAILURE TOCOMPLETE THIS WORK IN THIS TIME PERIOD.3.WORK ON THE TAXILANE WITHIN THE TAXIWAY 'A'OBJECT FREE AREA (TOFA) IS TO BE PERFORMED ON APULL BACK BASIS. EQUIPMENT AND PERSONNEL ARETO BE PULLED BACK OUT OF THE TOFA WHEN ANAIRCRAFT IS OPERATING ON TAXIWAY 'A'.N.T.S.CLOSED RUNWAY MARKERTYPE II LOW PROFILE BARRICADE DETAILRUNWAY CLOSURE NOTES:1.TEMPORARY CLOSED RUNWAY MARKERSARE TO BE YELLOW AND MADE OF FABRIC,COLORED PLASTIC, PAINTED SHEETS OFPLYWOOD OR SIMILAR MATERIALAPPROVED BY THE ENGINEER. THEY ARETO BE SECURED TO PREVENT MOVEMENTBY DROP WASH OR WIND USING SANDBAGS OR OTHER MEANS APPROVED BYTHE ENGINEER.
File Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\003-G2.1-GENERAL NOTES.dwg Date: 3/31/2021 2:40 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01GENERAL NOTESGENERAL NOTES1.EACH CONTRACTOR SHALL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THEFOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT:~ OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION - AC 150/5370-2G~ AIRPORT SAFETY SELF-INSPECTION - AC 150/5200-18C~ PAINTING, MARKING, AND LIGHTING OF VEHICLES USED ON AN AIRPORT - AC 150/5210-5D~ FEDERAL AVIATION REGULATIONS, PART 1392.FOR OTHER CONDITIONS RELATING TO SAFETY, SEE SPECIFICATIONS.3.NOTICE TO AIRMEN (NOTAMS) - THE CONTRACTOR WILL PROVIDE THE NECESSARYINFORMATION ON CONSTRUCTION CONDITIONS (PAVEMENT CLOSURE, TIE-INS, ETC.) TOTHE OWNER A MINIMUM OF SEVEN (7) DAYS PRIOR SO THAT A NOTAM CAN BE ISSUED INACCORDANCE WITH ESTABLISHED CRITERIA BY THE OWNER TO THE F.A.A. FLIGHT SERVICESTATION.4.CONTRACTOR SHALL MONITOR THE AIRPORT 2-WAY UNICOM RADIO FREQUENCY (123.05)AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR WILL HAVE A WORKING RADIO ONSITE AT ALL TIMES DURING CONSTRUCTION AND SHALL ASSIGN RESPONSIBLE PERSONNELINCLUDING ALL FLAG MEN TO CONTINUOUSLY MONITOR THE APPROPRIATE FREQUENCY.THE RADIOS SHALL BE AS SPECIFIED IN SECTION 01510 OF THE PROJECT MANUAL.5.CONSTRUCTION STAKE-OUT SHALL BE PERFORMED BY CONTRACTOR IN ACCORDANCEWITH ARTICLE 50-06 OF THE GENERAL PROVISIONS OF THE CONTRACT DOCUMENTS. ITSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL MEASUREMENTSTHAT MAY BE REQUIRED TO LAY OUT THE CONSTRUCTION. THE COST OF STAKING WILLNOT BE PAID FOR DIRECTLY AND SHALL BE INCLUDED IN THE UNIT PRICES FOR THEVARIOUS ITEMS OF WORK.6.THE CONTRACTOR WILL BE RESPONSIBLE FOR THE CLEANUP AND DISPOSAL OF ALL TRASHAND DEBRIS CREATED BY HIS WORK OR PERSONNEL. NO BURNING IS ALLOWED ON SITE.ALL TRASH AND DEBRIS MUST BE DISPOSED OF OFFSITE.7.THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR ASPHALT AND ORCONCRETE BATCH PLANT LOCATIONS WHICH MUST BE LOCATED OFF AIRPORT PROPERTY.8.THE CONTRACTOR SHALL VISIT SITE TO DETERMINE EXISTING CONDITIONS PRIOR TOSUBMITTING BID. THE CONTRACTOR SHALL REPORT TO THE ENGINEER ANY VARIATIONSFROM THE INFORMATION SHOWN ON THE CONSTRUCTION PLANS.9.APPROVED CUTS IN PAVEMENT OR CONCRETE SHALL BE MADE USING A PAVEMENT SAW,AND SHALL BE PATCHED TO MATCH THE EXISTING SURFACE IN A MANNER APPROVED BYTHE ENGINEER.10.EXISTING EASEMENTS TO OTHER PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.11.AIRFIELD PAVEMENTS SHALL BE KEPT FREE OF ALL DEBRIS, DIRT, ETC., AT ALL TIMES. ANYSPILLAGE OF EXCAVATION OR OTHER MATERIAL SHALL BE CLEANED UP IMMEDIATELY BYTHE CONTRACTOR WITH A MOTOR DRIVEN SWEEPER OR VACUUM AS REQUIRED BY THEENGINEER. A PROGRAM OF REGULAR AIRFIELD PAVEMENT INSPECTION WILL BE PLANNEDBY THE CONTRACTOR, AIRPORT OPERATIONS AND THE OWNER'S REPRESENTATIVE.SWEEPERS ARE TO BE EQUIPPED WITH NON-METALIC BROOMS.12.ALL NON-PAVED AREAS OUTSIDE THE LIMITS OF CONSTRUCTION WHICH ARE DISTURBEDBY THE CONTRACTOR'S OPERATIONS, SUCH AS THE CONTRACTOR'S ACCESS ROAD,STAGING AREA, HAUL ROUTES, ETC., SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONAND GRASSED PER ITEM T-901 UPON COMPLETION OF THE PROJECT.13.ANY DAMAGES DONE TO AIRPORT PROPERTY OR UTILITIES (SUCH AS RUNWAY, TAXIWAYS,APRONS, FENCING, EXISTING CABLES) WILL BE REPAIRED BY THE CONTRACTOR TO THEAPPROVAL OF THE OWNER OF THE FACILITY IN A SATISFACTORY MANNER. THECONTRACTOR WILL BEAR ALL COSTS FOR REPAIRS.14.THE CONTRACTOR SHALL MAINTAIN SECURITY WITHIN THE PROJECT SITE AT ALL TIMES.NO UNAUTHORIZED PERSONNEL SHALL BE ALLOWED ON THE SITE.15.CONTRACTOR SHALL MAINTAIN ALL AIRFIELD SAFETY DEVICES SUCH AS STAKED LIMITLINES, FOR THE DURATION OF THE PROJECT AS REQUIRED. DAMAGED STAKES ORFLAGGING SHALL BE REPLACED IMMEDIATELY. CONTRACTOR TO SUBMIT PLAN SHOWINGLOCATION OF LIMIT LINES FOR EACH PHASE AND FOR PROJECT DURATION TO THEENGINEER FOR APPROVAL.16.THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR THE COMPLETION OFTHIS PROJECT.17.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL ENVIRONMENTAL RULESAND REGULATIONS OF THE CITY, COUNTY, STATE, ARMY CORPS OF ENGINEERS, AND ANYOTHER JURISDICTIONAL AGENCIES, AND ALL CONDITIONS SET FORTH IN ENVIRONMENTALPERMITS.18.AIRCRAFT OPERATING ON THE AIRFIELD MAKE THE CONSTRUCTION AREA A ZONE OF HIGHLEVEL NOISE. THE CONTRACTOR IS ADVISED TO TAKE THE NECESSARY PRECAUTIONS,SUCH AS THE USE OF EAR PLUGS AND EAR MUFFS TO PREVENT EAR INJURY TO ANYPERSONNEL WORKING IN THE AREA.19.ALL DISPUTES ARISING FROM THE CONTRACTOR SHALL BE DECIDED BY THE ENGINEER,WHOSE DECISION SHALL BE FINAL.20.BURNING OF DEBRIS WILL NOT BE ALLOWED ON AIRPORT PROPERTY.21.ALL DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR UNLESSOTHERWISE SHOWN IN THE CONTRACT DOCUMENTS. CONSTRUCTION AND DEMOLITIONDEBRIS SHALL BE LEGALLY DISPOSED OF OFF AIRPORT PROPERTY.22.THE CONTRACTOR SHALL KEEP A WATER TRUCK ONSITE AT ALL TIMES FOR THE PURPOSEOF CONTROLLING DUST AS REQUIRED BY THE CONTRACT DOCUMENTS.HAUL ROUTE / STAGING23.THE CONTRACTOR WILL BE RESPONSIBLE FOR THE STORAGE AND SECURITY OF HISMATERIAL AND EQUIPMENT AND SHALL ERECT STORAGE FACILITIES AND FENCING ASNECESSARY. THE CONTRACTOR'S STORAGE AND STAGING AREA SHALL BE IN THELOCATION SHOWN ON DRAWING G1.1.24.THE CONTRACTOR'S STAGING AREA(S) AND HAUL ROUTES SHOWN ON THE PLANS AREGENERAL AND FOR INFORMATIONAL PURPOSES ONLY. THE ACTUAL SIZE AND LOCATIONOF STAGING AREAS AND HAUL ROUTES WILL BE APPROVED BY THE OWNER PRIOR TOCONSTRUCTION.25.CONTRACTOR WILL NOT BE ALLOWED TO USE ANY OF THE EXISTING RUNWAYS ORTAXIWAYS AS PART OF THE HAUL ROAD UNLESS SPECIFICALLY AUTHORIZED BY THEOWNER'S REPRESENTATIVE. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR CROSSANY RUNWAY AT ANY TIME WITH CONSTRUCTION VEHICLES OR EQUIPMENT.26.ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA THROUGH THEPROJECT ACCESS ROUTES APPROVED BY THE ENGINEER ONLY. THE CONTRACTOR SHALLBE RESPONSIBLE FOR THE SECURITY OF ALL GATES HE USES FOR ACCESS ONTO AIRPORTPROPERTY. THE CONTRACTOR SHALL POST A GUARD AT ANY ACCESS GATE THAT IS NOTLOCKED.27.THE EXISTING AIRPORT PAVEMENTS ACCESS ROADS AND HAUL ROUTES MAY NOT BECAPABLE OF SUPPORTING CERTAIN TYPES OF CONSTRUCTION EQUIPMENT. PRIOR TOBIDDING, THE CONTRACTOR SHALL FULLY SATISFY HIMSELF AS TO THE ABILITY OF THEEXISTING AIRPORT PAVEMENTS TO SATISFACTORILY SUSTAIN THE TYPE OF EQUIPMENT HEPLANS TO USE. CONTRACTOR SHALL SIZE THE EQUIPMENT USED FOR CONSTRUCTIONACCORDINGLY. ANY DAMAGE CAUSED BY HAULING OR ANY OTHER CONSTRUCTIONACTIVITY TO EXISTING PAVEMENT SHALL BE REPAIRED BY THE CONTRACTOR AT NOADDITIONAL COST TO THE OWNER.28.THE OWNER'S REPRESENATIVE SHALL DESIGNATE AREAS TO BE USED BY THECONTRACTOR FOR THE PARKING OF CONSTRUCTION EQUIPMENT AND VEHICLES WHENNOT ENGAGED IN THE CONSTRUCTION DURING NON-WORKING DAYS AND NIGHTS AS WELLAS AREAS FOR CONTRACTOR'S EMPLOYEES AUTO PARKING.29.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL PERMANENTAND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA.MOVEMENT ON AIRFIELD30.AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. THECONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED AREAS AT ANYTIME, UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER'S REPRESENTATIVE ORAIRPORT OPERATIONS.31.THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN ON THECONSTRUCTION SAFETY & PHASING PLAN, AND HIS APPROVED PHASING PLAN. THECONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER'SREPRESENTATIVE TO MINIMIZE INTERFERENCE TO AIRCRAFT OPERATIONS DURINGCONSTRUCTION.32.NO CONTRACTOR VEHICLES, EQUIPMENT, OR PERSONNEL SHALL CROSS OR BE WITHINANY RUNWAY SAFETY AREA OR WITHIN ANY TAXIWAY OBJECT FREE AREA AS DELINEATEDIN THE PLANS. THE CONTRACTOR SHALL NOT PARK OR LEAVE UNATTENDED ANYEQUIPMENT WITHIN THE RUNWAY OBJECT FREE AREA (ROFA) OR THE RUNWAYPROTECTION ZONE (RPZ). EQUIPMENT NOT MANNED AND BEING USED SHALL NOT BEALLOWED WITHIN THE ROFA OR RPZ.33.ALL VEHICLES USED ON THE AIRFIELD SHALL MEET FAA REQUIREMENTS FOR MARKINGSAND LIGHTING. (SEE AC 150/5210-5D).34.ALL ACTIVE AIRPORT OPERATIONAL AREAS WHICH ARE ADJACENT TO A CONSTRUCTIONWORK AREA SHALL BE SEPARATED BY TYPE II LOW PROFILE BARRICADES OR OTHERBARRIER APPROVED BY THE ENGINEER. NO CONSTRUCTION TRAFFIC WILL CROSS ACTIVEAIRPORT OPERATIONAL AREAS. THE CONTRACTOR SHALL PROVIDE AND INSTALL THEBARRIERS AS SHOWN ON THE DRAWINGS AND WHERE DIRECTED BY THE ENGINEER. SEESPECIFICATION 01030 AND 01530 FOR ADDITIONAL INFORMATION.35.THE CONTRACTOR SHALL WORK WITH THE ENGINEER IN SCHEDULING ALL TAXIWAYOPENINGS/CLOSINGS TO BE CONSISTENT WITH AIRFIELD OPERATIONS. WHEN THECONTRACTOR'S OPERATIONS CROSS ACTIVE TAXIWAYS, HE SHALL BE REQUIRED TOPROVIDE A FLAGMAN ON EACH SIDE OF THE ACTIVE CROSSING TO DIRECT VEHICULARTRAFFIC AND PROTECT AIRCRAFT TRAFFIC. THE CONTRACTOR SHALL ALSO HAVESUITABLE EQUIPMENT APPROVED BY THE ENGINEER AT EACH CROSSING TO KEEP THECROSSING CLEAN OF ALL DIRT AND DEBRIS AND SAFE FOR AIRCRAFT TRAFFIC.BURIED UTILITIES36.PRIOR TO DIGGING ANY TRENCHES, THE CONTRACTOR SHALL NOTIFY ALL UTILITIES(ELECTRIC, GAS, TELEPHONE, WATER, SEWER) AND OBTAIN LOCATIONS OF UNDERGROUNDUTILITIES.37.CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION OF ALLEXISTING UTILITIES AND UNDERGROUND PIPELINES IN CONSTRUCTION AREA. ANYDAMAGES TO EXISTING UTILITIES OR UNDERGROUND PIPELINES ON OR OFF AIRPORTPROPERTY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL REPAIR WORKSHALL MEET THE APPROVAL OF THE OWNER OF THE DAMAGED UTILITY. NOREIMBURSEMENT WILL BE ALLOWED FOR UTILITY/PIPE REPAIR OR REPLACEMENT.38.THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES, AIRFIELD LIGHTING AND NAVAIDSNOT CALLED OUT TO BE REMOVED OR ABANDONED. ANY DAMAGES DONE TO AIRPORTPROPERTY OR UTILITIES (INCLUDING, BUT NOT LIMITED T0 RUNWAYS, TAXIWAYS, APRONS,FENCING, EXISTING CABLES, LIGHTING, SIGNS, NAVAIDS) WILL BE REPAIRED BY THECONTRACTOR TO THE APPROVAL OF THE OWNER OF THE FACILITY IN A SATISFACTORYMANNER. THE CONTRACTOR WILL BEAR ALL COSTS FOR REPAIRS.39.ANY UNPLANNED, UNAPPROVED, OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OFSERVICE TO ANY LIGHTING CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATENOTIFICATION OF AIRPORT OPERATIONS AND THE OWNER'S REPRESENTATIVE BY THECONTRACTOR. THE COST OF MATERIALS AND LABOR REQUIRED TO REPAIR THE LIGHTINGCIRCUIT SHALL BE BORNE BY THE CONTRACTOR.G2.1
PROFILEGRADEPOINT1.0%6"TYPE SP-12.5 ASPHALT SURFACE COURSE (FDOT 334) PLACED IN 2 EQUAL LIFTSPRIME COAT (FDOT 300)4" SUBBASE (P-154)4" LIMEROCK (P-211) OR RECYCLED CONCRETEAGGREGATE (P-219) BASE COURSETYPICAL TAXILANE SECTIONMATCHEXISTINGGROUND5%0.1'(TYP.)12'1.0%12.5'6"TYPICAL TIE-IN TO EXIST PAVEMENTVERTICAL SAWCUT ATEDGE OF REMOVALSEE NOTE 13" TYPE SP-12.5 ASPHALT SURFACE SURFACECOURSE (FDOT 334)PRIME COAT (FDOT 300)2' ASPHALT SURFACE REMOVALSLOPEVARIES4" SUBGRADE (P-154)COMPACTED SUBGRADE (P-152)4" LIME ROCK (P-211) ORRECYCLED CONCRETEAGGREGATE (P-219)BASE COURSEEXISTING BASE REMOVALTACK COAT (P-603) ONSAWCUT SURFACESLC T/W 'A'TYPICAL T/W 'A' SECTIONEXISTING 5" NOM. CEMENTED COQUINA BASE3" TYPE SP-12.5 ASPHALT SURFACE COURSE(FDOT 334) PLACED IN 2 EQUAL LIFTSCOMPACTED SUBGRADE (P-152)LC T/L(VARIES AT TAPERS)60'6"FUTURE HANGAR F.F.(SEE PLANS FOR DETAILS)SLOPEVARIES50'6"MATCHEXISTINGGROUND5%0.1'(TYP.)12'12.5'(VARIES AT TAPERS)60'6"FUTURE HANGAR F.F.(SEE PLANS FOR DETAILS)SLOPEVARIES50'8'LC SWALE (SEE PLANS FOR ELEVATION)5'4:1 MAX
TACK COAT (FDOT 300) BETWEEN LIFTSSCARIFY EXISTING BASE SURFACE TODEPTH OF 2 INCHES, REWET ANDTHOROUGHLY ROLL.EXISTING 2" NOM. ASPHALTSURFACE COURSE TO BEREMOVEDEXISTING 6" NOM. STABILIZED SUBGRADETACK COAT (FDOT 300) BETWEEN LIFTS17.5'17.5'5'5'PRIME COAT (FDOT 300)VARIESSTA. 0+00 TO 0+72.91VARIESNOTE 1: PAVEMENT WIDENING FROMSTA. 0+71.07 TO STA. 1+56.09VARIESVARIESVARIESSEE NOTE 15'SOD5'SODSEE NOTE 1ASPHALT LEVELINGCOURSE (FDOT 334)ASPHALT LEVELING COURSE (FDOT 334)0.1'MATCHEXISTINGGROUND1%4" LIME ROCK BASE (P-211) ORRECYCLED CONCRETE AGGREGATE(P-219) BASE COURSE4" SUBBASE (P-154)4" COMPACT SUBGRADE (P-152)MATCHEXISTINGGROUND0.1'6"6"REMOVE EXISTING BASE COURSE TODEPTH OF 3" BELOW FINISHED GRADE.SCARIFY EXISTING BASE SURFACE TODEPTH OF 2 INCHES, REWET ANDTHOROUGHLY ROLL.7.5'7.5'SPOT ELEVATIONPOINTS (TYP.)File Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\004-C1.1-C1.3-TYP-SECTIONS.dwg Date: 4/2/2021 3:44 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C1.1TYPICAL SECTIONS
CLVARIES5'POND BOTTOM(EL.=16.25)TOP OF BERMEL.=17.50REAR LINE OFFUTURE HANGAR14110'T/L14SECTION 1.2VARIES12'VARIES5%1%5'5%6"6"FINISHED GRADE5%POND BOTTOM(SEE PLANS FOR ELEV.)28'TOP OF BERM(SEE SECTION 2.2)7'10'5'10'141460'FUTURE HANGAR F.F.(SEE PLANS FOR ELEV.)FUTURE HANGAR F.F.(SEE PLANS FOR ELEV.)SECTION 2.1 - BETWEEN HANGARS ON NORTH SIDE OF TAXILANE (SOUTH SIDE IS MIRROR IMAGE)21"15"FINISHED GRADECLC73.5'6'POND BOTTOM(SEE PLANS FOR ELEV.)4:1 MAX.12"TOP OF BERMFENCE ATREAR LINE OFFUTURE HANGAR14110'T/L14 NOM.SECTION 2.24'12'12.55%1%5'7'10'17'- TSA5%3%5'10'6"15"POND BOTTOM(EL.=16.25)1414SECTION 1.1TOP OF BANK(SEE SECTION 1.2)FUTURE HANGAR F.F.EL.=18.0013'EL.=18.20EL.=17.50EL.=17.50TAXIWAY 'A'LC SWALE (SEE PLANS FOR ELEV.) 7'5'VARIESMATCH EXISTING GROUNDSOUTH SIDE OF TAXILANENORTH SIDE OF TAXILANEMATCH EXISTING GROUND0.1'0.1'12"EXISTINGPAVEMENTSWALE(SEE PLANS FOR ELEV.)LCVARIES2'SWALE(SEE PLANS FOR ELEV.)File Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\004-C1.1-C1.3-TYP-SECTIONS.dwg Date: 3/31/2021 2:41 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C1.2TYPICAL SECTIONS
1%10%SLOPE VARIESSLOPE VARIESTYPICAL PARKING LOT SECTION 3.3CHAIN LINK FENCEVARIES40'32'12'2'131.5" ASPHALT SURFACE COURSE (FDOT-334)PRIME COAT (P-602)4" LIMEROCK (P-211) OR RECYCLED CONCRETEAGGREGATE (P-219) BASE COURSE4" SUBBASE (P-154)COMPACTED SUBGRADE (P-152)6"6"131313MATCH EXISTING GROUNDEL. 14.0'EL. 15.5'MATCH EXISTING GROUNDEXISTING FENCE4.5'2'VARIES30'12' NOM.2'EL. 14.0'MATCH EXISTING GROUND13SLOPEVARIES
TYPE F CURB & GUTTERSECTION 3.1SECTION 3.2VARIES88'4.5'5%MATCH EXISTING GROUNDMATCH EXISTING GROUNDVARIES2' NOM.3' NOM. HARDPAN LAYER TO BE REMOVED AS DIRECTED BYTHE RPR. REPLACE WITH ON-SITE EXCAVATION MATERIALFROM LAYER ABOVE HARDPAN OR AS APPROVED BY THE RPR.3'3'3'2' NOM.3' NOM. HARDPAN LAYER TO BE REMOVED ASDIRECTED BY THE RPR. REPLACE WITH ON-SITEEXCAVATION MATERIAL APPROVED BY THE RPR.CONCRETE WHEEL STOP2'WHEEL STOPFile Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\004-C1.1-C1.3-TYP-SECTIONS.dwg Date: 3/31/2021 2:41 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C1.3TYPICAL SECTIONS
131.0'30.0'65.5'60.0' (TYP.)12.0'39.5'WWWWWTOFATOFATOFATSATSATSATSATOFATOFATOFATSATSATSATSA℄ TAXILANESAW CUT .N90°00'00"E525.70'555 L.F. OFNEW CHAINLINK FENCETIE TO EXIST. CHAIN LINK FENCETIE TO EXIST. CHAIN LINK FENCEFUTUREPARKINGLOTFUTURETAXIDRIVEPAVEMENT(TYP.)27.0'27.0'FUTURE 60' x 60HANGARBUILDING (TYP.)AIRPORT DRIVE WEST
25.0'TOFATOFATOFATSATSATSATSA17.0'32.0'12.5'27.0'TOFATOFATOFATSATSATSATSAXX XX XX XXXXXXXXXXWVWVWMRPZHYDSCOICVELO3/4" RPZWUPWITH CAMERAWVHYD(TO BE REMOVED)SET MN&TT TPNO IDN:1264673.62E:817301.88BM EL=16.74 NAVD'88REMOVE 555 L.F. OFEXIST. FENCESET MN&TT TPNO IDN:1264649.20E:817696.86BM EL=16.93 NAVD'88STA. 104+87.73MATCH EXISTING PAVEMENTN :1264833.72E :817742.54FUTURESIDEWALK12.5'50.0' (TYP.)(TO BE REMOVED)R15.0'(TYP.)EXISTING 8"WATER LINE5'20'
10.00'
10.00'8"x6" TAPPING SLEEVEAND VALVE ASSEMBLY ONEXISTING 8" WATER LINEN:1264972.80E:817176.6822-1/2° BENDN:1264972.80E:817234.5522-1/2°BENDN:1264953.72E:817280.61NEW 6" FIRE LINE(BID SCHEDULE 2)45° BENDN:1264953.72E:817617.91FIRE HYDRANT WITHGATE VALVE ASSEMBLYBID SCHEDULE 1BID SCHEDULE 2STA.104+71.51OFF. 32.00'RTSTA.104+80.90OFF. 63.12'RTSTA.104+80.67OFF. 63.07'LTSTA.103+20.43OFF. 110.00'LTSTA.103+71.21OFF. 122.00'LTSTA.104+80.52OFF. 122.00'LTSTA.104+81.03OFF. 113.21'RTSTA.104+71.51OFF. 32.00'LTSTA.103+31.43OFF. 12.50'LTN:1264937.61E:817261.77N:1264723.68E:817261.79STA.104+37.23OFF. 0.00'TTL 1STA. 100+00.00N: 1264833.7215E: 817261.7893STA.100+00.00OFF. 12.50'RTSTA.100+00.00OFF. 12.50'LTSTA.103+31.48OFF. 12.50'RTSTA.104+21.48OFF. 17.00'RTSTA.104+21.43OFF. 17.00'LTSTA.103+71.49OFF. 113.03'RTN:1264937.61E:817246.77N:1264943.78E:817241.77N:1264943.78E:817217.77N:1264927.76E:817202.77N:1264927.76E:817184.46N:1264942.86E:817169.46N:1264888.77E:817169.31N:1264903.76E:817184.31N:1264903.76E:817202.77N:1264888.76E:817217.77N:1264732.81E:817217.81N:1264732.64E:817241.75N:1264735.31E:817241.77N:1264740.27E:817246.80N:1264740.17E:817261.80100+00101+00102+00103+00104+00105+00105+26STA.100+27.48OFF. 50.00'LTSTA.100+27.48OFF. 50.00'RTFile Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\005_C3.1-C3.2-STAKING & DEMOLITION PLANS.dwg Date: 4/2/2021 10:25 AM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C3.1STAKING ANDDEMOLITION PLANS1. SEE THIS SHEET FOR LEGEND.LEGENDTOFAPROPOSED TAXIWAY ORTAXILANE OBJECT FREE AREASOIL BORING LOCATIONCB B8REMOVALOFZRUNWAY OBJECT FREE ZONEFULL DEPTHPAVEMENT REMOVALPARTIAL DEPTHPAVEMENT REMOVAL0603015EXISTING CHAIN LINK FENCENEW CHAIN LINK FENCEXXFUTURE PAVEMENTFUTURE 60' x 60' HANGARSPARKING LOT PAVEMENT(BID SCHEDULE 2)TAXILANE PAVEMENT(BID SCHEDULE 1)MATCH LINE - SEE SHEET C3.2
250'
125'
60'60'
16.566' CLF WVWVWVSTOPSIGNCS WITHSIGN"A 10"SIGN"RUNWAY 10NOISE ABATEMENT"SIGN"A ->"10SET MN&TT TPNO IDN:1265228.94E:817634.44BM EL=17.54 NAVD'88SET R&C TPNO IDN:1265227.77E:817210.70BM EL=15.97 NAVD'88172.64'NEW PAVEMENTFULL DEPTHPAVEMENT REMOVAL.REPLACE BASE WITHFILL (P-152) AND SOD.5.00'5.00'0+00 1+00 2+00 2+17STA:0+00.00OFF:0.00'NORTHING:1265214.41EASTING:817764.23STA.0+93.73OFF. 26.00'RTN:1265124.20E:817781.87STA:1+72.91OFF:0.00'NORTHING:1265387.32EASTING:817763.64STA.1+68.70OFF. 48.00'RTBEGIN PARTIAL DEPTHPAVEMENT REMOVALSTA.0+71.07OFF. 24.93'RTSTA.1+56.09OFF. 44.30'RTSTA.1+73.29OFF. 57.92'RTSTA.1+73.33OFF. 79.37'RTFile Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\005_C3.1-C3.2-STAKING & DEMOLITION PLANS.dwg Date: 3/31/2021 2:43 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C3.2STAKING ANDDEMOLITION PLANS06030151. SEE SHEET C3.1 FOR LEGEND.MATCH LINE - SEE SHEET C3.1
WVWVWMRPZHYDSCOICVELO3/4" RPZWUPWITH CAMERAWVHYDSET MN&TT TPNO IDN:1264673.62E:817301.88BM EL=16.74 NAVD'88SET MN&TT TPNO IDN:1264649.20E:817696.86BM EL=16.93 NAVD'88WWWWW℄ TAXILANE100+00101+00102+00103+00104+00105+00105+26TIE TO EXIST. CHAIN LINK FENCES-5.1S-4.1S-3.1S-2.1S-2S-3S-4S-5S-1S-8S-9S-10BOT. EL.=15.75BOT. EL.=15.25BOT. EL.=14.75S-7S-6 5.25'3.00'6.25'2.75'BOT. EL.=14.00BOT. EL.=14.75BOT. EL.=15.25BOT. EL.=15.7516.0016.0016.0016.0016.5016.00
17.0016.0017.0016.00
16.00
16.00
17.00
15.00
15.00
16.00
16.5016.0016.0016.00F.F. EL.=16.50F.F. EL.=17.00F.F. EL.=17.50F.F. EL.=18.0016.0015.0016.0014.5015.5015.5015.50 15.5014.50
18.0017.50
16.50
17.00
17.50
16.00
17.00
16.0016.5016.00
15.00
15.00
16.00 16.50
16.0017.5017.0017.0017.0016.5016.5016.50C1.22.2C1.22.125.0'TOFATOFATOFATSATSATSATSA17.0'32.0'12.5'27.0'TOFATOFATOFATSATSATSATSAXX XX XX XXXXXXXXXXC1.21.2C1.21.1FUTURE TAXILANEDRIVE (TYP.)FUTUREHANGAR (TYP.)C1.33.116.0017.00
C1.22.1C1.2
2.2 16.5017.5018.0016.0016.5017.0016.0016.0017.5017.00C1.33.2C1.21.1C1.2
1.2
14.0014.50 15.00 15.5016.00 17.0014.0014.5015.0015.5011.0012.0013.0014.0015.0015.0014.0013.0012.00 15.0015.5015.5016.0016.0016.5016.0017.0017.50 17.50
16.0017.5017.5015.00
17.5017.0017.00
C1.33.2IPIP
IPIPIPIPIPIPIPIP12.00' SWALECLF.F. EL.=17.00F.F. EL.=16.50F.F. EL.=18.00F.F. EL.=17.50BOT EL. = 16.25BOT EL. = 16.2516.3016.2716.3816.25BID SCHEDULE 1BID SCHEDULE 2BID SCHEDULE 1 STORMPIPE16.5016.5016.5016.50File Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\006_C4.1-C4.2-GRADING & DRAINAGE PLANS.dwg Date: 4/2/2021 2:24 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C4.1GRADING ANDDRAINAGE PLANPARKING ASPHALT PAVEMENTTOFAPROPOSED TAXILANE OBJECTFREE AREAXNEW CHAINLINK FENCENEW INLETPROPOSED CONTOURS21.00NEW STORM DRAIN PIPENEW MANHOLENEW MITERED END SECTIONLEGENDX0603015 TAXILANE ASPHALT PAVEMENTIP
CS WITHSIGN"A 10"SIGN"RUNWAY 10NOISE ABATEMENT"SIGN"A ->"18.0017.8617.9317.9317.8818.0018.0818.0117.8117.7317.6717.6017.6717.7717.9718.0518.0017.9317.7317.6517.5717.5818.0518.0117.9617.9117.8717.8317.8518.1118.0718.0217.9717.7017.6617.7417.8417.9418.0117.9017.8717.8317.7317.77EXIST. GRADE(TYP.)FINISHED GRADE(TYP.)0+00 1+00SET MN&TT TPNO IDN:1265228.94E:817634.44BM EL=17.54 NAVD'88C4.2GRADING ANDDRAINAGE PLAN01052.5File Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\006_C4.1-C4.2-GRADING & DRAINAGE PLANS.dwg Date: 4/2/2021 3:06 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01ASPHALT RESURFACINGLEGENDNEW ASPHALT PAVEMENT
BEGIN PROP. CL
LPROP. C ELEV.PROPOSED CENTERLINEPROFILE GRADETAXILANE PROFILE16.35101+0016.5516.75
102+0016.95
17.15
103+0017.35
17.55
104+0017.76
18.10
105+001.00%100'V.C.PVC 103+80.82
ELEV = 17.67
PVT 104+80.82
ELEV = 18.38
PVI 104+30.82
ELEV = 17.870.40%0.8%PVI 100+00.00ELEV = 16.05PVI 100+27.48ELEV = 16.26
LIMITS OF PAVEMENT REMOVALFile Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\007_C56.1-PROFILE.dwg Date: 3/31/2021 2:49 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C5.1TAXILANEPROFILEHORIZ. SCALEVERT. SCALE14161820222412141618202224121010
2'-6"
12"STORMWATER POLLUTION PREVENTION PLAN1.SILT FENCING,INLET PROTECTION AND ROCK CHECK STRUCTURES WILL BE REQUIRED TO CONTROLEROSION AS SHOWN ON THE PLANS OR AT LOCATIONS DETERMINED BY THE ENGINEER. THECONTRACTOR SHALL IMPLEMENT AND MAINTAIN THESE MEASURES THROUGHOUT CONSTRUCTION. ALLEROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY EXCAVATION OR CLEARING ANDGRUBBING WORK. THE QUANTITY OF TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICE MAYBE INCREASED OR DECREASED FROM THAT SHOWN IN THE DRAWINGS BASED ON WEATHER,CONSTRUCTION PROCEDURES AND ACTUAL SITE CONDITIONS THAT OCCUR DURING CONSTRUCTION.SUCH VARIATIONS WILL NOT BE CONSIDERED AS ALTERATIONS IN THE DETAILS OF CONSTRUCTION OR ACHANGE IN THE CHARACTER OF WORK.2.SILT FENCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 104 OF THE FDOT STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. FILTER FABRIC FOR SILT FENCE AND ROCKCHECK STRUCTURES SHALL BE IN ACCORDANCE WITH SECTION 985, TYPE E-1 OF THE FDOT STANDARDSPECIFICATIONS.3.ALL DISTURBED AREAS ARE TO BE SODDED IN ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 570WITHIN 14 DAYS OF THE COMPLETION OF GRADING OPERATIONS AND WITHIN THE PRESCRIBED PHASINGSCHEDULE.4.ANY FINES, PENALTIES, OR OTHER COSTS ASSESSED BY STATE, LOCAL OR OTHER GOVERNMENTALAGENCIES FOR NON-PERFORMANCE OF THE EROSION CONTROL REQUIREMENTS OF THIS PROJECTAGAINST THE AIRPORT AUTHORITY SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR, ANDANY SUCH ASSESSMENTS, IF NOT PAID BY THE CONTRACTOR, WILL BE DEDUCTED FROM MONIES DUE ATTHE COMPLETION OF THE PROJECT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING AN NPDES NOTICE OF INTENT (NOI) TO USEGENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIESFROM FDEP. THE CONTRACTOR WILL ALSO BE REQUIRED TO FILE A NOTICE OF TERMINATION (NOT) ATTHE COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL BE NAMED AS THE OPERATOR IN THE(NOI) AND MAY ENTER A STATEMENT ON THE FORM THAT "THERE ARE NO ATTACHMENTS SUBMITTEDWITH THIS DOCUMENT" TO ADDRESS THAT THE CONTRACTOR DID PREPARE THE STORMWATERPOLLUTION PROTECTION PLAN.6.PLACE CE's (CONSTRUCTION ENTRANCES) ADJACENT TO STAGING AREAS OR ACCESS GATES TO WORKZONES. PROVIDE SILT FENCE OR EQUIVALENT TO MATERIAL STORAGE LOCATIONS.MAINTENANCE PLAN1.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATIONFOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.2.SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HASBEEN APPROXIMATELY 50% FILLED OR AS DIRECTED BY THE ENGINEER. GRAVEL WILL BE CLEANED ORREPLACED WHEN SEDIMENT POOL NO LONGER DRAINS PROPERLY.3.SEDIMENT WILL BE REMOVED FROM BEHIND THE TEMPORARY SILT FENCE WHEN IT BECOMES 0.5 FT.DEEP AT THE FENCE. THE TEMPORARY SILT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN ABARRIER. TEMPORARY DIVERSION SWALES WILL BE CHECKED AFTER EVERY RAINFALL AND ANYSIGNIFICANT SEDIMENT BUILD UP WILL BE REMOVED AS DIRECTED BY THE ENGINEER.FILTER FABRIC (INCONFORMANCE WITHSEC. 985 FDOT SPEC.12"24"8"ROCK SET IN A 4-IN. ORDEEPER TRENCHFile Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\008_C6.0 (SWPPP).dwg Date: 3/31/2021 2:50 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C6.0STORMWATER POLLUTIONPREVENTION PLAN
6" TYP.6" (TYP)2" CLRVaries SEE DETAIL "A"4" TYP.18"5 3/4"D0.0%B4"JOINT FILLER (TYP.)TYPE 'C' INLETSECTION A-A VIEWPLAN VIEWNo. 4 Bars@ 12" Ctrs.COMPACTED SUBGRADEWELDED WIRE FABRIC (TYP.)4x4-W1.4xW1.4GRATETYPE 'C' STEEL GRATEDETAIL 'A'APRON SURFACE TO BE FLUSHWITH WEIR OPENING AT FRONTOF STRUCTURE AND FLUSH WITHTOP OF INLET BOX AT REARCONCRETE APRON AROUND ENTIREPERIMETER OF TYPE 'C' INLET0.0%4"WEIR OPENING(TYPE 'C' INLET)AABB24.5'SECTION B-BGRATE5%18"WEIR EL.2'MOD. TYPE 'C'INLETCLINLETCLTAXILANEPOND BOTTOMSECTION B-B (S-9 & S-10)S-10S-9EL. 14.00'5%5%CONC. APRON SEESECTION A-A FOR DETAILSFile Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\009_C6.1-C6.3-DRAINAGE DETAILS.dwg Date: 3/31/2021 2:52 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C6.1DRAINAGE DETAILSPIPE SCHEDULEDRAINAGE STRUCTURE SCHEDULESTRUCTURETYPESTA.OFF.NORTHINGEASTINGW (FT)WEIR ELEV.POND BOTTOMGRATE EL.S-124" MES (1:2)N/AN/A1264807.14817203.57S-2TYPE C INLET100+99.9826.58' RT1264807.14817361.771.2515.3514.7515.85S-2.1TYPE C INLET100+99.9826.04' LT1264859.76817361.771.2515.3514.7515.85S-3TYPE C INLET102+19.9826.56' RT1264807.16817481.771.2515.8515.2516.35S-3.1TYPE C INLET102+19.9826.04' LT1264859.76817481.771.2515.8515.2516.35S-4TYPE C INLET103+39.9826.54' RT1264807.18817601.771.2516.3515.7516.85S-4.1TYPE C INLET103+39.9826.04' LT1264859.76817601.771.2516.3515.7516.85S-5TYPE C INLET104+51.2740.07' RT1264793.65817713.061.5017.1016.2517.46S-5.1TYPE C INLET104+51.2840.10' RT1264873.82817713.071.5017.1016.2517.46S-618" MES (1:4)1264888.79817190.58S-718" MES (1:4)1264942.68817189.72S-815" MES (1:2)1264953.78817194.83S-9TYPE C INLET1264953.78817229.7715.00S-10TYPE C INLET1264953.78817261.7714.0015.00StructureLengthPipe DiaInvert ElevUpDnUpDn(ft)(in)(ft)(ft)S-2S-11612410.7510.49S-3S-21201811.7511.25S-4S-31201512.2512.00S-5S-41201213.0012.50S-2.1S-2531211.7511.50S-3.1S-3531512.2512.00S-4.1S-4531212.7512.50S-5.1S-5771213.2513.00S-7S-6461810.5010.50S-9S-8321510.7510.50S-10S-9321511.0010.75PIPE SHALL BE CLASS III RCP. FOR 18" DIA. OR LESS, TYPE S CPP MAY BESUBSTITUTED FOR RCP.BID SCHEDULE 1BID SCHEDULE 2BID SCHEDULE 1BID SCHEDULE 2
FILTER FABRIC JACKETDETAIL OF BELL & SPIGOT CONCRETE PIPE JOINT USING ROUND ORPROFILE RUBBER GASKETPIPE BEDDING FOR R.C.P., P.V.C. AND D.I.P.FLUME DETAILCC2.75'2.75'1'-6"9"9"2' RVaries
3'-0"9"1'-6"9"4"
3"
12"TRANSMATCH SURFACEOF CONCRETEAPRON (EL. = 14.0')TYPE C INLET &APRON (S-11)6.5'TYPE FCURB &GUTTER3'TRANSITIONEL. 15.68'EL. 15.20'EL. 15.68'3'TRANSITION9.25'9.25'EDGE OFASPHALTFLUME & PARKING LOT DRIVE3'TRANSITIONTOP OFCURBGUTTER*6"1'-6"3" R2" R6"1'-0"6"8"2'-0"34" R712" Std.6" Min.*TYPE F CURB & GUTTER SECTION CCEDGE OFASPHALT℄TRANSITION PROFILEFile Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\009_C6.1-C6.3-DRAINAGE DETAILS.dwg Date: 3/31/2021 2:53 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C6.2DRAINAGE DETAILS
File Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\009_C6.1-C6.3-DRAINAGE DETAILS.dwg Date: 3/31/2021 2:54 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C6.3DRAINAGE DETAILS
WVWVWMRPZHYDSCOICVELOWUPWITH CAMERAWVHYDSET MN&TT TPNO IDN:1264673.62E:817301.88BM EL=16.74 NAVD'88SET MN&TT TPNO IDN:1264649.20E:817696.86BM EL=16.93 NAVD'8825.0'17.0'32.0'12.5'27.0'XXXXXXXXXXWWWWWTOFATOFATOFATSATSATSATSATOFATOFATOFATSATSATSATSA28.0'24" REFLECTIVEWHITE STOP BAR30"x30" STOP SIGN(MUTCD R1-1) POST TOBE PER FDOT STANDARDPLANS INDEX 700-018TAXILANESTRIPECLCLMATCH EXISTINGTAXIWAY STRIPE9' (TYP.)20'(TYP.)131.0'39.5'65.5'INTERMEDIATEHOLDINGPOSITIONMARKING65.5'WHEELSTOP (TYP.)4" NON-REFLECTIVEWHITE STRIPE (TYP.)ACCESSIBLE PARKING SIGN(MOUNTED TO FENCE)CLMATCH EXISTINGTAXIWAY STRIPE105A60'RADIUS(TYP.)TAXIWAYGUIDANCE SIGN(TYP.)File Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\010_C7.1-C7.4-MARKING & SIGNAGE PLANS.dwg Date: 4/1/2021 9:42 AM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C7.1MARKING & SIGNAGEPLAN0603015MATCH LINE - SEE SHEET C7.2
16.566' CLF WVWVWVSTOPSIGN3/4" RPZCS WITHSIGN"A 10"SIGN"RUNWAY 10NOISE ABATEMENT"SIGN"A ->"10SET MN&TT TPNO IDN:1265228.94E:817634.44BM EL=17.54 NAVD'88SET R&C TPNO IDN:1265227.77E:817210.70BM EL=15.97 NAVD'8810131.0'39.5'65.5'6" DOUBLE REFLECTIVEYELLOW TAXIWAY EDGE STRIPEMATCH EXISTINGTAXIWAY / ENHANCED STRIPECLCLTAXIWAY STRIPECLSTA:1+56.67N:1265371.0758E:817763.979160'RADIUS0+00 1+00 2+00 2+17
125.0'EXISTING 6" DOUBLETAXIWAY EDGE STRIPE(TO BE REMOVED)NOTE:UPON COMPLETION OF TAXIWAY 'A' PAVING, A TEMPORARYTAXIWAY ℄ (EXCLUDING ENHANCED MARKING) AND RUNWAY HOLDPOSITION MARKING SHALL BE APPLIED. FINAL MARKINGS ARE NOT TO BEAPPLIED UNTIL AFTER 24 DAYS FROM THE DATE PAVING IS COMPLETED.File Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\010_C7.1-C7.4-MARKING & SIGNAGE PLANS.dwg Date: 4/2/2021 10:37 AM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C7.2MARKING & SIGNAGEPLAN0603015MATCH LINE - SEE SHEET C7.1
RUNWAY HOLDING POSITION MARKING ANDENHANCED LEAD-IN CENTERLINE DETAILSURFACE PAINTED HOLDING POSITION SIGN6" REFLECTIVEYELLOW STRIPING (TYP.)STRIPING DETAIL(TYP.)6"6"(TYP.)6" NON REFLECTIVEBLACK STRIPING (TYP.)BOX IN THE END OFYELLOW STRIPING (TYP.)6"(TYP.)TAXIWAY / TAXILANE CENTERLINESTRIPING DETAILTAXIWAY EDGE6" REFLECTIVEYELLOW STRIPING (TYP.)6" NON REFLECTIVEBLACK STRIPING (TYP.)STOPMUTDC (R1-1)STOP SIGN DETAIL30"30"File Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\010_C7.1-C7.4-MARKING & SIGNAGE PLANS.dwg Date: 3/31/2021 2:56 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C7.3MARKING & SIGNAGEDETAILSPARKING BYDISABLEDPERMITONLY$ 150 FINESEC. 21-54ACCESSIBLE PARKING SIGNN.T.SACCESSIBLE STRIPINGN.T.S
··········10 / 5AFile Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\010_C7.1-C7.4-MARKING & SIGNAGE PLANS.dwg Date: 3/31/2021 2:57 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C7.4MARKING & SIGNAGEDETAILS
N.T.S.1'-0"7'-0"XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX7'-0"9'-1" POST LENGTHSTANDARD BRACING PANEL/ CORNER POSTN.T.S.TERMINAL DETAIL5/16"∅ TRUSS RODXXXXXXXXXXXXXXXXXX STANDARD BRACING/ PULL POST PANEL12"∅ X 42" MIN. (TYP.)7'-0" FABRIC8'-0" TOTAL HEIGHT9"∅ X 39" MIN. (TYP.)10'-0" MAX. BRACE PANEL ONLYSTRETCHER BARXXXXXXXXXXXXXXXXXXXXX1'-0"XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSTRETCHER BARPULL POST2.875" O.D.XXXXXXXXXXXXXXXBRACE BAND2.375" O.D.BRACE LINEPOSTTRUSS RODTIGHTENER (TYP.)5/16"∅ TRUSSROD (TYP.)#7 GA. COIL SPRINGTENSION WIREALL POSTS TOBE SET INCONCRETE2,500 PSI @ 28DAYS (TYP.)ALL POSTS TO BESET IN CONCRETE2,500 PSI @ 28DAYS (TYP.)1.66" O.D.TOP ANDBRACE RAIL1.66" O.D.TOP RAILNOTES:1. ALL BACKFILL/EMBANKMENT MATERIAL, PLACEMENT ANDCOMPACTION REQUIRED TO MAINTAIN THE 1" MAXIMUM GAPBETWEEN FENCE AND GROUND AND TO BACKFILL AROUNDCONCRETE POST BASES SHALL BE INCIDENTAL TO THE PAYITEM FOR FENCING. NO ADDITIONAL PAYMENT SHALL BEMADE FOR EMBANKMENT.2. AT LOCATIONS SHOWN IN THE PLANS OR WHERE DIRECTEDBY THE ENGINEER, HIGH DENSITY POLYETHYLENE SLATSWOVEN THROUGH THE CHAIN LINK FABRIC SHALL BEINCLUDED. SLATS SHALL BE INDUSTRIAL QUALITY WITHULTRAVIOLET INHIBITORS. SLATS SHALL BE INSTALLEDVERTICALLY WITH EACH SLAT EXTENDING THE ENTIREHEIGHT OF THE FABRIC AND SECURED FROM SLIDINGDOWN. OWNER TO SELECT COLOR.3. FOR TEMPORARY FENCE THE CONCRETE POST FOUNDATIONAND TOP RAIL ARE NOT RQUIRED.BARBED SELVAGEBARBED WIRESUPPORT ARM (TYP.)FINISH CONCRETEWITH BEVEL (TYP.)N.T.S.2.875" O.D.CORNER POSTBARBED SELVAGEMIN. 6" RAIL COUPLING MAX.SPACING @ 21'-0" AND MIN.SPACING @ 12'-0"3 RUNS OF 4 POINTBARBED WIRE#9 GA.WIRE CLIPS2'-0" O.C.BRACE BANDTRUSS ROD TIGHTENERBRACE LINE POST5/16"∅ TRUSS ROD#9 GA. WIRECLIPS 15" O.C.2.375" O.D.LINE POST#9 GA. 2" MESHCHAIN LINK FABRIC(TYPICAL)#7 GA. MARCELLEDTENSION WIRE36" MIN.(TYP.)3" MIN.(TYP.)FINISH GRADECLEARANCE1" MAX.10'-0" MAX. LINE POST SPACING (TYP.)500' MAX. PULL POST SPACING10'-0" MAX. BRACE PANEL ONLY9"∅ X 39" MIN. (TYP.)12"∅ x 42"MIN. (TYP.)BRACE LINEPOSTBARBED WIRESUPPORT ARM (TYP.)BRACE LINEPOST#9 GA. 2" MESHCHAIN LINKFABRIC (TYP.)36" MIN.(TYP.)6" MIN.(TYP.)#9 GA. ALUM. HOG RINGS@ 2'-0" O.C.CLEARANCE1" MAX.TRUSS ROD BAND #12 GA. X 3/4" WIDESTRETCHER BAR BAND #14 GA. X 3/4" WIDE3/4" X 3/16" TENSION BARRAIL BAND #12 GA. X 3/4" WIDE2.875" O.D. END, CORNEROR PULL POST6"XAAAAFile Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\011_C8.1-C8.3-CHAIN-LINK FENCE AND GATE DETAILS.dwg Date: 3/31/2021 3:00 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C8.1CHAIN-LINK FENCEDETAILS (1 OF 2)
N.T.S.TYPICAL FENCE GROUNDING DETAILxxxxxxFENCE POSTxxxxxxxxxxEXIST. GROUND LINEN.T.S.BARBED WIRE DITCH TREATMENTCONSTRUCTION METHODWHEN 1 BAY SPANS DITCHWHEN 2 BAYS SPAN DITCHCONSTRUCTION METHODXXXXXXXXXXXXXTENSION WIRE#7 GA. MARCELLEDXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX6" MIN.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGROUND LINEXXXXXXXEXTEND BARE COUNTERPOISE ABOVE TOP STRANDFENCE ELECTRICAL GROUNDING NOTE:1. ELECTRICAL GROUNDS SHALL BE CONSTRUCTED AT THEFOLLOWING LOCATIONS:A) WHERE A POWER LINE PASSES OVER OR UNDER THEFENCE, THE GROUND SHALL BE INSTALLED DIRECTLY BELOWTHE POINT OF CROSSING.B) AT MAXIMUM 500-FOOT INTERVALS ALONG THE FENCE,C) AT EACH GATE LEAF AND EACH GATE POST ON BOTHSIDES OF EACH GATE.2. THE GROUND SHALL BE ACCOMPLISHED WITH ACOPPER-CLAD ROD 8 FEET LONG AND A MINIMUM OF 5/8INCH IN DIAMETER DRIVEN VERTICALLY UNTIL THE TOP IS 6INCHES BELOW THE GROUND SURFACE. A NO. 6 SOLIDCOPPER CONDUCTOR SHALL BE CLAMPED TO THE ROD ANDTO THE FENCE IN SUCH A MANNER THAT EACH ELEMENTOF THE FENCE IS GROUNDED.3. INSTALLATION OF GROUND RODS SHALL NOT CONSTITUTEA PAY ITEM AND SHALL BE CONSIDERED INCIDENTAL TOTHE LINE ITEM FOR FENCING.STANDARD LINEPOSTSPECIAL POST (PULLPOST SHOWN. LINEPOST SIMILAR.)2" MAX.(TYP.)4 POINT BARBEDWIRE, USE AS MANYWIRES AS NEEDEDFASTENEN EACH BARBED WIRE STRANDWITH GALVANIZED U-BOLT CLAMP2" MAX.(TYP.)SHAPEGROUND ASNEEDED TOCLEAR BARBEDWIRESDRIVE GALV. ANGLEA MINIMUM OF 3'-0"DEEP WITH TOP AT#7 TENSION WIRELENGTHEN THIS POST AS SHOWNAND LACE BARBED WIRE FROMLINE POST TO SPECIAL POST36" POST SETTINGMIN.SHAPE GROUND ASNEEDED TO CLEARBARBED WIRES6"
(TYP)3 STRANDS OF BARBED WIRE"U" BOLT GROUNDCLAMP ("BRANDY GAR"OR APPROVED EQUAL)(TYP.)(TYP.) 2'-0"
SPACINGNO. 6 AWG BARE COPPER COUNTERPOISECOPPER CLAD GROUNDING ROD CLAMP8'-0" X 5/8" DIA. COPPERCLAD GROUNDING ROD6" BELOWGRADECOPPER CLAD SPLIT BOLT(ATTACH TO EACH STRANDOF BARBED WIRE) (TYP.)1'-0"1'-0"1'-6"6" (TYP.)45°1'-0"1'-10"7.5"
(TYP
.
)35°BARBED WIRE (TYP.)LOCK PIN(TYP.)LINE POSTCORNER POSTN.T.S.BARBED WIRE SUPPORT ARM DETAILSLOCK PIN(TYP.)3/8" PLAIN PINRIVETED FLUSH(TYP.)3/8" PLAIN PINRIVETED FLUSH(TYP.)NOTE: EXTENSION ARMS TO BE ANGLED OUTWARDAND AWAY FROM AIRFIELD SIDE OF FENCING (TYP.)6" MAX.12"∅6" MAX.NOTE: ALL FENCE DITCH CROSSING TREATMENTS SHALL BE CONSIDERED INCIDENTAL TO FENCE CONSTRUCTION.File Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\011_C8.1-C8.3-CHAIN-LINK FENCE AND GATE DETAILS.dwg Date: 3/31/2021 3:00 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C8.2CHAIN-LINK FENCEDETAILS (2 OF 2)
4" O.D. POSTCOMPANIONCATCHERGATE HANGER ASSEMBLYBOTTOM GUIDEBOTTOM GUIDEBRACKET4" O.D. POST8Scale: NoneGUIDE WHEELScale: None7Scale: None9FINISHED GRADEELEVATIONScale: NonePLAN VIEWScale: NoneTRACKENLARGED SECTIONScale: NoneDESCRIPTIONDIMENSION CHARTCLEAR OPENINGPOST HEIGHT (W BARB ARMS)FABRIC HEIGHTCOUNTERBALANCE LENGTHOVERALL GATE LENGTHNOMINAL GATE HEIGHTM F FSECTIONScale: NoneGMARKCEDAB8' - 6"E + 1'-6"6' - 0"E - 1'-0"TRACKW4 TRUCK(TYP.)DIM.15'22' - 6"7' - 0"7' - 6"6' - 7"FORMULA(A/2)-11"A x 1.5EA x 0.5AFABRICNOTES:1. ALL FITTINGS STANDARDLY PROVIDED FOR 4" O.D. POSTS.OTHER SIZES AVAILABLE UPON REQUEST.2. DIRECTION OF GATE OPENING MAY VARY. REFER TO PLANS.3. GATE TO INCLUDE HIGH DENSITY POLYETHYLENE SLATSWOVEN THROUGH THE CHAIN LINK FABRIC. SLATS SHALL BEINDUSTRIAL QUALITY WITH ULTRAVIOLET INHIBITORS. SLATSSHALL BE INSTALLED VERTICALLY OR AT 45 DEGREES WITHEACH SLAT EXTENDING THE ENTIRE HEIGHT OF THE FABRICAND SECURED FROM SLIDING DOWN. OWNER TO SELECTCOLOR. COST TO BE INCIDENTAL TO UNIT COST OF 15'SLIDING GATE.4. GATES TO BE COMPATIBLE WITH A LINEAR INDUCTION SLIDEGATE OPERATOR AS MANUFACTURED BY VMAG, LLC. GATESHOP DRAWING MUST BE APPROVED BY VMAG OPERATORINSTALLER.COUNTERBALANCE POST SPACING C/C7887998 (BELOW 7)78 (BELOW 7)7 HANGERBRACKET5/8" HANGERBOLTGUSSETSW4 TRUCKSPHERICALSUPPORTBEARINGSCATCH ASSEMBLYWEAVE HIGH DENSITY POLYETHYLENE SLATSTHROUGH GATE OPENING. SLATS SHALL BEINDUSTRIAL QUALITY WITH ULTRA VIOLETINHIBITORS. PROVIDE METHOD OF SECURINGSLATS FROM SLIDING DOWN OVER TIME.OWNER TO SELECT COLORPAVEMENTSURFACE3 STRANDBARBED WIREPAVEMENTSURFACEFile Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\011_C8.1-C8.3-CHAIN-LINK FENCE AND GATE DETAILS.dwg Date: 3/31/2021 3:01 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C8.3GATE DETAILS
File Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\012_C9.1-C9.2-UTILITY DETAILS.dwg Date: 3/31/2021 3:06 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C9.1UTILITY DETAILS(1 OF 2)
File Path: Y:\Sebastian (X26)\15-40.07 (Taxilanes for Future Hangar Dev & TW A Repairs)\CADD-dwg\012_C9.1-C9.2-UTILITY DETAILS.dwg Date: 3/31/2021 3:06 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJJGAPRIL 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01C9.2UTILITY DETAILS(2 OF 2)
Drawing Name:DateNo. DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862ARSD RCMARCH 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01ELECTRICALGENERAL NOTESE0.11. WHENEVER, IN THE CONTRACT DOCUMENTS, THE WORDS ''PROVIDE'', ''FURNISH'', ''INSTALL'',''FURNISH AND INSTALL'', OR OTHER WORDS OF LIKE IMPORT ARE USED, IT SHALL BEUNDERSTOOD THAT THE INTENT OF THE CONTRACT DOCUMENTS IS TO PROVIDE FOR THECONSTRUCTION AND COMPLETION IN EVERY DETAIL OF THE WORK DESCRIBED. IT IS FURTHERINTENDED THAT THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERVISION, MATERIALS,EQUIPMENT, TOOLS, TRANSPORTATION, SUPPLIES, TESTING AND INCIDENTALS REQUIRED TOCOMPLETE THE WORK IN ACCORDANCE WITH THE DRAWINGS (PLANS), SPECIFICATIONS ANDTERMS OF THE CONTRACT.2. ALL EXCAVATION WITHIN 5 FEET OF AN UNDERGROUND UTILITY SHALL BE PERFORMED BYHAND EXCAVATION METHODS.3. THIS CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK.4. THE LOCATION OF EXISTING UTILITIES AND TOPOGRAPHY HAVE BEEN PREPARED FROM THEMOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER. THE INFORMATION IS NOTGUARANTEED AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK THE VALIDITY OF THEINFORMATION PRIOR TO CONSTRUCTION.5. ALL TEMPORARY ROADS, FENCES, STRUCTURES, ETC. ESTABLISHED WITHIN THISCONSTRUCTION PACKAGE AND NOT TO BE INCORPORATED INTO THE FINAL IMPROVEMENTSSHALL BE REMOVED AND THE AREAS RESTORED TO THEIR ORIGINAL CONDITION PRIOR TOFINAL ACCEPTANCE OF WORK, UNLESS OTHERWISE DIRECTED BY THE OAR.6. CONTRACTOR SHALL APPLY FOR AND OBTAIN A HAULING PERMIT AND ANY OTHERDEVELOPMENT AND CONSTRUCTION PERMITS IN ASSOCIATION WITH LOCAL REGULATIONSAND CODE OF ORDINANCES AT HIS/HER EXPENSE PRIOR TO COMMENCEMENT OF WORK. THECONTRACTOR SHALL ALSO ENSURE FULL COMPLIANCE WITH ANY AND ALL PERMITS ISSUEDOR TO BE OBTAINED BY THE OWNER PRIOR TO THE BEGINNING OF CONSTRUCTION.7. CONTRACTOR SHALL COMPLY WITH ALL LOCAL AIR QUALITY AND POLLUTION CONTROLREGULATIONS THAT PERTAIN TO CONSTRUCTION ACTIVITIES.8. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE PROJECT SITE & HAUL ROADSFROM ANY FOREIGN OBJECT DEBRIS (FOD). CONTRACTOR SHALL BE RESPONSIBLE FORCLEANING THE MUD AND/OR DIRT DEPOSITED ON EXISTING PAVEMENT DUE TO HIS/HERCONSTRUCTION ACTIVITY DAILY OR WHEN CONDITIONS REQUIRE CLEANING AS DIRECTED BYTHE OWNER'S AUTHORIZED REPRESENTATIVE (OAR).9. REFER TO EXISTING AND PROPOSED CIVIL DRAWINGS FOR ACTUAL CIVIL, STRUCTURAL,PAVING, DRAINAGE, BUILDING, AND UTILITY DETAILS FOR ALL WORK COINCIDING WITH THISPROJECT. ANY CIVIL OR STRUCTURAL DATA SHOWN ON THESE DRAWINGS IS FOR REFERENCEONLY. ITEMS SHOWN SCREEN (HALFTONE) ARE CIVIL, STRUCTURAL, BUILDING, OR EXISTINGITEMS. ITEMS SHOWN IN SOLID BOLD ARE NEW TO BE INSTALLED UNDER THIS CONTRACT,UNLESS OTHERWISE NOTED.10. ALL EXISTING SYSTEM/UTILITIES TO REMAIN SHALL BE PROTECTED FROM DAMAGE.REPLACEMENT OF ANY DAMAGED EXISTING SYSTEM/UTILITIES TO REMAIN SHALL BE AT THECONTRACTOR'S EXPENSE.11. ALL WORK SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION DRAWINGS IS BASED ONFIELD OBSERVATION OF THE ACTUAL EXISTING CONDITIONS AND ON EXISTING ''AS-BUILT''DRAWINGS OF THE AREAS AFFECTED. THEY ARE THEREFORE CONSIDERED TO BE SCHEMATIC.IT IS THE INTENT OF THE DEMOLITION DRAWINGS THAT ALL EQUIPMENT, DEVICES, FIXTURES,WIRING MATERIALS, SYSTEMS AND APPURTENANCES, ETC., WHICH ARE NO LONGER REQUIREDAS A RESULT OF THE PROJECT BE REMOVED UNLESS SPECIFICALLY NOTED OTHERWISE.12. SHOULD THE CONTRACTOR ENCOUNTER UNFORESEEN CONDITIONS CONTACT THE ENGINEER.13. ELECTRICAL DEMOLITION WORK SHALL BE LIMITED TO THE AREAS AND SCHEDULES IDENTIFIEDIN THE APPROVED PHASING PLANS.14. MANHOLES OR HANDHOLES SHALL NOT BE INSTALLED IN DITCHES, DRAINAGE SWALES ORWHERE WATER WILL FLOW OVER OR POND ON TOP OF THE MANHOLE OR HANDHOLE.15. DEWATERING FOR THE INSTALLATION OF MANHOLES, HANDHOLES, DUCT BANKS OR CONDUITSARE INCIDENTAL TO THE INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE TO PAYFOR AND OBTAIN ANY AND ALL PERMITS REQUIRED FOR DEWATERING.16. THE IDENTITY OF ALL CABLES SHOWN ON THE PLANS SHALL BE VERIFIED IN THE FIELD. ANYDISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND RECORDED INTHE RECORD DRAWINGS TO PROVIDE AN ACCURATE RECORD CONDITION. THE CONTRACTORSHALL COORDINATE INFORMATION SHOWN ON THE PLAN SHEETS WITH EXISTING RECORDINFORMATION AVAILABLE THROUGH THE AIRPORT MAINTENANCE STAFF. THESE PLANS DO NOTPURPORT TO SHOW ALL EXISTING CABLES/CONCEALED UTILITIES WHICH WILL REQUIRE STAKEOUT PRIOR TO CONSTRUCTION.17. WHERE NECESSARY, PIPE BENDING SHOULD BE UTILIZED FOR OFFSETS,"DOG-LEGS",BACK-SIDED RISERS, OR OTHER SUCH RUNS IN GALVANIZED CONDUITS. THE COSTOF BENDING THESE PIPES AND THE INSTALLATION OF THESE PIPES IS THE RESPONSIBILITY OFTHE CONTRACTOR. FIELD BENDING OF PVC PIPES SHALL NOT BE ALLOWED WITHOUT PRIORAPPROVAL OF THE USAGE AND BENDING TECHNIQUE BY OUC. BENDS, FITTINGS,OFFSETS/ROLLING OF DUCTS AROUND/OVER/UNDER OBSTRUCTIONS, ETC. ARE AN INCIDENTALCOMPONENT OF THE DUCT BANK, CONDUIT, AND RACEWAY INSTALLATION.18. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS THEY AREIN ACCORDANCE WITH NFPA CODES AND APPROVED BY THE ARFF AND THE OAR19. STAGING AREA - THE CONTRACTOR'S STAGING AREA IS IDENTIFIED IN THE CONTRACTDOCUMENTS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR ANY REQUIRED UTILITIES ASSPECIFIED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ANY ANDALL EQUIPMENT, MATERIALS, ETC., LEFT IN THE STAGING AREAS OR OTHER UNSECUREDAREAS.20. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER AND OTHER UTILITIES NEEDED TOCOMPLETE THE WORK. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES ANDOBTAIN APPLICABLE METERS AND PERMITS.21. THIS CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK.22. TRENCHES, EXCAVATIONS, AND DEMOLITION AREAS SHALL BE CLEARLY MARKED ANDBARRICADED TO PROTECT PERSONNEL FROM ACCIDENTALLY ENTERING THE AREA. THECONTRACTOR SHALL PROVIDE THE NAME AND TELEPHONE NUMBER OF PERSONS TO BE ONCALL 24 HOURS A DAY FOR EMERGENCY MAINTENANCE OF BARRICADES AND OTHER SAFETYISSUES.23. THE CONTRACTOR IS ADVISED THAT OTHER CONSTRUCTION ACTIVITIES MAY BE TAKING PLACEIN AND AROUND THE PROJECT AREA. CONTRACTOR IS REQUIRED TO COORDINATE THEIRACTIVITIES WITH OTHER CONTRACTORS.INSTALLATION OF FIBER IN CONDUIT:1. THE CONTRACTOR SHALL CONSIDER BEND RADIUS, TENSION, JAMMING, AND FILL RATIOBEFORE PERFORMING ANY CONDUIT PULL OF OPTICAL FIBER.2. TO ENSURE QUALITY OF OPTICAL FIBER IS MAINTAINED, THE CONTRACTOR SHALLCALCULATE PULLING TENSION , CONDUIT FILL, AND SIDEWALL PRESSURE FOR EACH PULL.3. THE CONTRACTOR SHALL FOLLOW THE FIBER OPTIC CABLE MANUFACTURER'SRECOMMENDATIONS FOR MAXIMUM PULLING TENSION AND BEND RADIUS. THE RADIUS OFALL CONDUIT BENDS, CABLE GUIDES, SHEAVES AND CAPSTANS MUST BE GREATER THANTHE CABLE'S MINIMUM BEND RADIUS.4. FIBER OPTIC CABLES PULLED OVER SHARP LIPS AND CORNERS (E.G. MANHOLE EDGES,CONDUIT ENDS) VIOLATE THE MINIMUM BEND RADIUS OF CABLES AND SHALL NOT BEACCEPTABLE. BREAKAWAY PULL SWIVELS, HYDRAULIC OR ELECTRONIC TENSIONMONITORING ON WINCH OR BULL WHEEL TYPE PULLERS MAY BE USED FOR LIMITINGTENSION.5. PULLING TENSION, CONDUIT RADIUS AND FILL RATIO WILL AFFECT SIDEWALL PRESSUREBETWEEN THE CABLE AND THE INSIDE OF THE CONDUIT BEND. THE CONTRACTOR SHALLMAINTAIN SIDEWALL PRESSURES BELOW THE CRUSH LOAD ACCEPTANCE CRITERIA DEFINEDBY ANSI/ICEA-87-640 FOR OUTDOOR CABLES, ICEA-104-696 FOR INDOOR/OUTDOOR CABLES,AND ANSI/ICEA-83-596 FOR INDOOR CABLES.6. REPLACEMENT OF FIBER AND/OR FIBER CABLE DAMAGED DURING INSTALLATION INCONDUIT SHALL BE PAID FOR BY THE CONTRACTOR.COORDINATION WITH OTHERUTILITIES AND TRADES:1. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF DUCT AND MANHOLES WITHALL OTHER IMPACTED TRADES.2. WHEREVER A CONFLICT ARISES BETWEEN THE PATHING OF COMMUNICATIONS DUCT ANDANY OTHER UTILITY, THE UTILITY IN CONFLICT SHALL SUPERCEDE THE PLANNED PATHINGOF THE ELECTRICAL AND/OR COMMUNICATIONS DUCT.3. THE CONTRACTOR SHALL ROUTE ELECTRICAL AND/OR COMMUNICATIONS DUCT BELOW ALLEXISTING AND PROPOSED UTILITIES AND COORDINATE THE MINIMUM CLEARANCES WITHALL IMPACTED TRADES.4. ADDITIONAL DUCT, DIRECTIONAL BORE, AND ADDITIONAL MANHOLES REQUIRED TOCOMPLETE THIS WORK BUT NOT SHOWN ON THESE PLANS SHALL BE INCIDENTAL TO THEPROJECT.5. WHEREVER BENDS IN DUCT WOULD SURPASS 180 DEGREES, THE CONTRACTOR SHALLINSTALL AN ADDITIONAL MANHOLE WHETHER SHOWN OR NOT.6. INSTALLING ELECTRICAL AND/OR COMMUNICATIONS INFRASTRUCTURE WITHOUT PROPERCOORDINATION WITH IMPACTED UTILITIES AND TRADES WILL BE DONE SO AT THE FULLRESPONSIBILITY OF THE CONTRACTOR. ALL RE-WORK ASSOCIATED WITH FAILURE TOCOORDINATE INSTALLATION ACTIVITIES SHALL BE DONE AT THE EXPENSE OF THECONTRACTOR.GENERAL ELECTRICAL NOTES AND COMMUNICATIONS INSTALLATIONS
30.0'65.5'60.0' (TYP.)10.0'39.5'AIRPORT DRIVE WEST25.0'TOFATOFATOFATSATSATSATSATSA17.0'32.0'12.5'27.0'TOFATOFATOFATSATSATSATSATSAXXXXXXXXXXXXXXXXWVWVWMRPZSCOICVELO3/4" RPZWVNORTH EQUIPMENT RACK.REFER TO E5.4EXISTING CAMERA POLEWITH FIBER TERMINATION2"C WITH 6 STRANDMULTI-MODE FIBER1E2.1SOUTH EQUIPMENT RACK.REFER TO E5.4FPBFOCFOCFOC FOC FOCFPL POWER TRANSFORMER(2)3"C(2)2"C FPL PRIMARYPOWER CONDUITFPLFPLFPLFPLFPLFPLFPLFPLFPLFPLFPLFPLFPLFPLBELBELDrawing Name:DateNo. DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862ARSD RCMARCH 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01E1.1ELECTRICAL PLAN1. SEE THIS SHEET FOR LEGEND.0603015KEY NOTES1. RUN 6-STRAND OUTSIDE PANT RATEDMULTI-MODE FIBER FROM NEW COMMUNICATIONENCLOSURE TO EXISTING POLE MOUNTED FIBERTERMINATION CABINET.1GENERAL NOTES1. ALL PRIMARY SERVICE CONDUITS AND FITTINGS,TRANSFORMER, TRANSFORMER PAD, ANDHANDHOLES WILL BE SUPPLIED BY FPL.CONTRACTOR SHALL PICK UP ALL FPL PROVIDEDMATERIALS AT LOCATION DESIGNATED BY FPL.FPL TO INSTALL ALL PRIMARY CONDUCTORS ANDPAD MOUNTED TRANSFORMERS.2. ALL SECONDARY CONDUITS, FITTINGS. ETC..SHALL BE SUPPLIED AND INSTALLED BY THECONTRACTOR. CONTRACTOR SHALL INSTALLSECONDARY CONDUCTORS FROM PROPOSEDTRANSFORMER HANDHOLE TO PROPOSEDHANGAR SERVICES. PROVIDE 5' OF CONDUCTORABOVE GROUND LEVEL, COIL AND PROTECT. FPLTO TERMINATE ALL FINAL CONNECTIONS.3. CONTRACTOR SHALL INSTALL ALL MANHOLES,DIRECTIONAL BORES, CONDUITS, CONDUITFITTINGS AND SWEEPS, TRANSFORMER PAD,AND ALL OTHER ITEMS INCIDENTAL TO THEINSTALLATION OF A COMPLETE SERVICE.CONTRACTOR SHALL INSTALL A 500 LB. RATEDPULL STRING IN ALL EMPTY SERVICE RACEWAYS.LEGENDCOMMUNICATIONS LINEBELFIBER OPTIC CABLE DUCTBANKBURIED ELECTRICAL LINEFOCCOMMFPLFPL PRIMARY POWER
100500FEETDrawing Name:DateNo. DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862ARSD RCMARCH 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01ACCESS GATEENLARGED PLANE2.1 GATE - PLAN VIEWSCALE:1:101E2.1ACCESS CONTROL ISLANDREFER TO E5.2LEGENDCOMMUNICATIONS LINEBELFIBER OPTIC CABLE DUCTBANKBURIED ELECTRICAL LINEFOCCOMMNEW CANTILEVER CHAINDRIVE SLIDE GATEOPENING FOR ELECTRICAL,INDUCTION LOOP, ANDCOMMUNICATION CONDUITSCHAIN LINK FENCING GATE OPERATOR MOUNTEDTO CONCRETE SLAB.PROTECTIVECOVERS REQUIREDON ALL 4 WHEELSOF GATE.CHAIN DRIVE RAIL FASTENED TO GATENEW CONCRETE PADGATE POSTION REED SWITCH MOUNTED TO GATE CONTROLLER GATE CONTROLLER - PLAN VIEW TYPICALN.T.S.REFER TO E1.1 FOR CONTINUATIONKEY NOTES1. PROVIDE 24"x36x30" QUAZITE TIER 15 RATED PULL BOX.2. PROVIDE NEW GATE OPERATOR AND CONCRETE PAD. PROVIDEWITH INDUCTION LOOPS AND ENTRAPMENT PROTECTION ASREQUIRED BY MANUFACTURER.3. PROPOSED LOCATION OF NEW FPL TRANSFORMER. REFER TOINSTALLATION DETAILS FOR REQUIREMENTS.
Drawing Name:DateNo. DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862ARSD RCMARCH 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01ELECTRICAL ONELINE DIAGRAM ANDPANEL SCHEDULESE4.1MAIN SERVICEDISCONNECTMMMUTILITYMETER 1.1MHOUSEPANEL100A MCB100A100A100A100AM100AUTILITYMETER 1.2UTILITYMETER 1.3UTILITYMETER 1.4UTILITYMETER 1.5TO FUTURE HANGARSWIREWAY FOR LOAD CENTER120/240VSECONDARYFROM UTILITYTRANSFORMERPANEL:SOUTH HOUSE PANELAIC RATING:35,000GFCI CIRCUIT BREAKERSVOLTAGE:120/240VFRAME:100AFED FROM:MDPNON-LINEAR PANEL, 200% NEUTRALMAIN TYPE:100AMAIN CIRCUIT BREAKERLOCATION: ELECTRICAL RMNEW CONSTRUCTIONNEMA RATING:TYPE 3RPHASE:1ФBUS TYPE: COPPERISOLATED GROUND BUSMOUNTING:SURFACE # of WIRES:3WLUG TYPE: BOLT-ON1 PANEL SECTIONSHUNT TRIP CB FOR FACP(kVA) (AMPS) (kVA) (AMPS)TOTAL LOAD PHASE A:0.00 0.00ACTUAL CONNECT LOAD:0.00 0.00*CONTRACTOR SHALL VERIFY CBARE SIZED AND INSTALLED PERMANUFACTURERS RECOMMENDATIONSTOTAL LOAD PHASE B:0.00 0.00DEMAND LOAD:0.00 0.00LOAD DESCRIPTIONLOAD (kVA)LOADAMPSBREAKER BREAKERLOADAMPSLOAD (kVA)LOAD DESCRIPTIONФBФAC/B TRIP POLE CKT # POLE C/B TRIPФAФBSPACE 0.00 0.00 20A112120A 0.00 0.00 SPACESPACE0.00 0.00 20A134120A 0.00 0.00SPACESPACE0.00 0.00 20A156120A 0.00 0.00SPACESPACE0.00 0.00 20A178120A 0.00 0.00SPACESPACE0.00 0.00 20A1910120A 0.00 0.00SPACESPACE0.00 0.00 20A11112120A 0.00 0.00SPACESPACE 0.00 0.00 20A11314 120A 0.00 0.00 SPACESPACE0.00 0.00 20A115 16120A 0.00 0.00SPACESPACE0.00 0.00 20A11718120A 0.00 0.00SPACESPACE 0.00 0.00 20A 1 19 20 1 20A 0.00 0.00 SPACESPACE0.00 0.00 20A12122120A 0.00 0.00SPACESPACE0.00 0.00 20A12324 120A 0.00 0.00SPACETOTALS0.00 0.000.00 0.00TOTALSPANEL SCHEDULE NOTES:1: SIZE CB PER MFG RECOMMENDATIONSPANEL:NORTH HOUSE PANELAIC RATING:35,000GFCI CIRCUIT BREAKERSVOLTAGE:120/240VFRAME:100AFED FROM:MDPNON-LINEAR PANEL, 200% NEUTRALMAIN TYPE:100AMAIN CIRCUIT BREAKERLOCATION: ELECTRICAL RMNEW CONSTRUCTIONNEMA RATING:TYPE 3RPHASE:1ФBUS TYPE: COPPERISOLATED GROUND BUSMOUNTING:SURFACE # of WIRES:3WLUG TYPE: BOLT-ON1 PANEL SECTIONSHUNT TRIP CB FOR FACP(kVA) (AMPS) (kVA) (AMPS)TOTAL LOAD PHASE A:1.28 10.6ACTUAL CONNECT LOAD:3.18 13.25*CONTRACTOR SHALL VERIFY CBARE SIZED AND INSTALLED PERMANUFACTURERS RECOMMENDATIONSTOTAL LOAD PHASE B:1.9 15.8DEMAND LOAD:LOAD DESCRIPTIONLOAD (kVA)LOADAMPSBREAKER BREAKERLOADAMPSLOAD (kVA)LOAD DESCRIPTIONФBФAC/B TRIP POLE CKT # POLE C/B TRIPФAФBGATE OPERATOR1.10.00 20A112120A 0.001.2COMM. ENCLOSURELIGHT POLE0.1 0.00 20A134120A 0.00RACK MOUNT GFI RECEPTACLE0.00 0.00 20A156120A 0.00 0.00SPARESPARE0.00 0.00 20A178120A 0.00 0.00SPARESPARE0.00 0.00 20A1910120A 0.00 0.00SPARESPARE0.00 0.00 20A11112120A 0.00 0.00SPARESPARE 0.00 0.00 20A11314 120A 0.00 0.00 SPARESPARE0.00 0.00 20A115 16120A 0.00 0.00SPARESPACE0.00 0.00 20A11718120A 0.00 0.00SPACESPACE 0.00 0.00 20A 1 19 20 1 20A 0.00 0.00 SPACESPACE0.00 0.00 20A12122120A 0.00 0.00SPACESPACE0.00 0.00 20A12324 120A 0.00 0.00SPACETOTALS0.11.11.2.18TOTALSPANEL SCHEDULE NOTES:1: SIZE CB PER MFG RECOMMENDATIONS3/4" X30' COPPER CLADD DELTAELECTRICAL ONE-LINE GENERAL NOTES1. ONE LINE DIAGRAM IS TYPICAL FOR THE SOUTH HANGARS AND THE NORTHHANGARS.2. PROVIDE MAIN SERVICE DISCONNECT, METER STACKS, AND HOUSE PANELAS SHOWN. LEAVE BLANKING PLATES OVER UTILITY METER 1.1 THROUGH1.4, THESE METERS SOCKETS WILL BE USED BY FUTURE TENANTS.3. BASIS OF DESIGN FOR METER STACKS IS GENERAL ELECTRICAL METERMOD III PRODUCT FAMILY. PROVIDE 400AMP MAIN DISCONNECT (MODEL #TMPSB4R), 4 SOCKET METER STACK WITH 100A TENANT BREAKERS ON EACHSOCKET (MODEL TMP12412R) AND A SINGLE METER SOCKET FOR OWNER'SHOUSE PANEL (TMPR12122R).4-SOCKET METER STACK3"C WITH 3#500KCMIL(2)3"C , ONE WITH 3#500KCMIL,ONE SPARE2"C WITH 3#3AWG, #8AWG#1/0 AWG GROUNDELECTRODE#1/0 MAINBONDING JUMPERSPARE.183.18 13.25
Drawing Name:DateNo. DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862ARSD RCMARCH 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01INSTALLATIONDETAILSE5.1NOTES:1. ALL LIGHTNING PROTECTION COMPONENTS SHALL BE BYHARGER LIGHTNING AND GROUNDING.2. THE OVERALL LENGTH OF EACH GROUND ROD SHALL BEDETERMINED BY EARTH RESISTANCE TESTING (20'MINIMUM LENGTH). EACH GROUND ROD SHALL BETESTED FOR A NOT-TO-EXCEED EARTH RESISTANCE OFFIVE (20) OHMS PRIOR TO THE CONNECTION OF THECOUNTERPOISE OR GROUNDING CONDUCTORS.3. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEELUNLESS SPECIFICALLY NOTED OTHERWISE. ALLUNISTRUT CHANNEL AND FITTINGS SHALL BE STAINLESSSTEEL. ALL ANCHORS SHALL BE BE APPROVED BY THEENGINEER PRIOR TO INSTALLATION. NO ANCHOR ORFASTENER SHALL PENETRATE THE CONCRETE POLEWITHOUT THE ENGINEER'S PERMISSION. NO ANCHOR ORFASTENER SHALL BE INSTALLED WITHIN 1.5 TIMES THEFASTENER EMBEDMENT LENGTH TO THE EDGE OF THECONCRETE.4. EXPOSED GROUNDING CONDUCTORS SHALL BESUPPORTED AT ONE FOOT MAXIMUM INTERVALS UNLESSSPECIFICALLY NOTED OTHERWISE.5. LFMC SHALL ENTER THE BOTTOM OF THE BOXES ANDCOMMUNICATION ENCLOSURE.6. LIGHTNING PROTECTION SYSTEM (LPS) SHALL COMPLYWITH NFPA 780. MINIMUM LPS CONDUCTOR BEND RADIUSIS 8".7. SEE ACTUAL SITE PLAN TO VERIFY CONDUIT QUANTITYAND SIZE.8. INSTALL #2 AWG STRANDED COPPER COUNTERPOISECONDUCTOR OVER ALL UNDERGROUND CONDUITS.BOND TO GROUND SYSTEM.LIGHTNING ROD CLAMP#LRCSS3/16X8 ORACCEPTED EQUIVALENT,TWO REQUIRED. MOUNTEDWITH STAINLESS STEELBANDING SYSTEM "BAND-IT"OR ACCEPTED EQUIVALENT.3/4" DIAMETER COPPERCLAD STEEL SECTIONALGROUND RODCAMERA MOUNT SHALL BEBONDED TO RACEWAY ANDDOWN CONDUCTOR.#6 INTERNAL IN POLE15'-0" +/-20'6'-0" MAXAXIS P3228-LVE ,OUTDOOR FIXED DOMECAMERA OR EQUAL24" TALL AIR TERMINAL WITH CLASS IDOWN CONDUCTOR SIDE MOUNTEDON BACK OF POLE.1'-0"FDOT STRAIN POLE P-IIISCALE: N.T.S.1LIGHT/CAMERA POLE INSTALLATIONSIGNIFY GARDCO ECOFORM GEN-2MODEL W/ INTEGRAL PHOTOCELLECF-S-2-48L-900-NW-G2-WS-3-UNIV-PCBCONDUIT (TYP.)COMMUNICATION ENCLOSURE. REFERTO E5.3CLASS I COPPERDOWN CONDUCTORPROVIDE POLE &PENDANT MOUNT KIT
Drawing Name:DateNo. DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862ARSD RCMARCH 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01INSTALLATIONDETAILSE5.218"18"36"36"1" CONDUIT TOCOMMUNICATIONENCLOSUREPEDESTAL PRO 42" GOOSENECKPEDESTAL OR APPROVED EQUALCARD READER36"X36"X8" CONCRETE SLABWITH 4X4 W2.9XW2.9 WWF3" ABOVE BOTTOM OF SLABEDGE OF ROADWAYDIRECTION TO GATETHE CONTRACTOR SHALL ENSURE THAT FACE OF CARD READERSHALL BE FLUSH WITH OUTBOARD FACE OF BOLLARD +0", -1"6" DIA. PIPE BOLLARD W/IDEAL SHIELD COVER(QTY. AS REQUIRED TOPROTECT ISLAND)6"18"CONCRETEFOUNDATIONFINISHEDGRADE6" SCH 40 GALVANIZED STEELPIPE, FILL WITH CONCRETEONE (1) - #4 REBAR DEF. GRADE 60STEEL WITH HOOK IN FOOTINGIDEAL SHIELD BOLLARDCOVER, TRAFFIC YELLOW,1/4" THICKNESS, LENGTH TOEQUAL HEIGHT OF BOLLARDPLUS 2"36"MIN54"7"36"X36"X8" CONCRETE SLABSUBGRADE COMPACTED 95%OPTIMUM DENSITY PER AASHTO T-180FINISHED GRADE2"54"1" CONDUIT W/ PULLSTRING TO CONTROLENCLOSURE, TYPICAL6" DIAMETER PIPEBOLLARD W/ IDEAL SHIELDCOVER (QTY. ASREQUIRED TO PROTECTISLAND)42"N.T.S.SINGLE ACCESS CONTROL ISLANDPLAN VIEWN.T.S.SINGLE ACCESS CONTROL ISLANDELEVATION VIEWN.T.S.BOLLARD DETAILSQUARE STEELHOUSING ANDBUFFER PLATEHID MAXI PROX53751. PROVIDE PEDESTAL PRO 16"X16" SQUARE STEEL HOUSINGMODEL # MC-CS-16-E FOR MOUNTING CARD READER ANDBUFFER PLATE.2. PROVIDE 12"x12" CARD READER BUFFER PLATE. PEDESTALPRO CS-ABP-1212 OR APPROVED EQUAL.PEDESTAL INSTALLATION NOTES
READER SURGE PROTECTORDTK-4LVLP-CR1" TO POLE-MOUNTEDFIXED CAMERA1" TOCARDREADER1"CONDUITTO GATEOPENER3/4" (PWR)2" (FIBER)TO PLUG-IN TRANSFORMERON UPS UNITCISCO IE4000 HARDENED ETHERNETSWITCHTO FIXEDCAMERA6-STRAND MULTIMODEDUPLEX 120V GFCIRECEPTACLEFIBER OPTIC PATCH PANELPHYSICAL ACCESS CONTROLDOOR CONTROLLERTO GROUND RODTO CARDREADER48V PS24V PSAPC SUA500PDR-H UPSAIR CONDITIONERDrawing Name:DateNo. DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862ARSD RCMARCH 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01INSTALLATIONDETAILSE5.31. PROVIDE HOFFMAN 36"x24"X10" (A36H2410SSLP) NEMA 4X STAINLESS STEELENCLOSURE. PROVIDE WITH HOFFMAN T15011GG152 OUTDOOR AIRCONDITIONER. INSULATE ALL SIDES AND DOOR WITH 12" LAMINATED EPDMELSATOMERIC SHEET INSULATION BY AERCOEL OR APPROVED EQUAL.2. PROVIDE THE FOLLOWING SURGE PROTECTION AS REQUIRED:2.1. CARD READERS: DITEK DTK-3LVPX2.2. CAT6 CABLING: DITEK MRJPOE3. PROVIDE CISCO IE-4000 HARDENED ETHERNET SWITCH. SUPPLY WITH P.O.EPORTS FOR POWERING CAMERA. PROVIDE A MEANS WELL SDR-120-48 POWERSUPPLY FOR POWERING SWITCH.4. PROVIDE A HONEYWELL PRO-WATCH 6000 TWO READER MODULE ANDINTELLIGENT CONTROLLER FOR CONTROL OF NEW GATE. COORDINATE WITHOWNER AND ENGINEER AT TIME OF CONSTRUCTION FOR PROCURINGCONTROLLER. PROVIDE A PW6K1R2 READERS MODULE AND PW6K1ICEINTELLIGENT IP MODULE. PROVIDE A MEANS WELL SDR-120-24V POWER SUPPLYFOR POWERING ACCESS CONTROLS.5. PROVIDE DIN RAIL MOUNTED APC SUA500PDR-H UPS WITH HIGH TEMPERATUREBATTERY, UPS TO BACK UP NETWORK EQUIPMENT AND ACCESS CONTROLLERS.COMMUNICATION ENCLOSURE NOTES
Drawing Name:DateNo. DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862ARSD RCMARCH 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01INSTALLATIONDETAILSE5.4NOTE 2NOTE 56''X6''X9'-0''CONCRETE POST(TYP.)GROUND ROD (TYP.)#4 @ 12''O.C. (TYP.)CONCRETE PAD CONDUITS. REFERTO SITE PLAN FORQTY.#2 SOLID COPPERGROUNDINGELECTRODECONDUCTORUNISTRUT P1000 STAINLESSSTEEL CHANNEL, ORACCEPTED EQUIVALENT. ALLBOLTING HARDWARE SHALL BESTAINLESS STEELEQUIPMENT RACK -INSTALLATION REQUIREMENTSSCALE: N.T.S.11. FOR POST, USE MIN. 4500 P.S.I. CONCRETE REINFORCED WITHFOUR (4) #4 REBAR PLACED IN A 4''X4'' SQUARE CENTERED IN THEPOST. ALL OTHER CONCRETE, UNO, SHALL COMPLY WITH POLEFOUNDATION MIX REQUIREMENTS.2. ALL EDGES TO HAVE A 1/2'' CHAMFER.3. TOP HOLE WILL BE 9/16'' CAST OR DRILLED THROUGH POST 4''FROM END.4. MOUNT P-1000 SS CHANNEL USING 1/2'' SS BOLTING HARDWARETHROUGH POST. DO NOT USE POWER GUN TO SHOOTFASTENERS INTO POST. DO NOT USE PLASTIC ANCHORS. ALLATTACHMENTS TO CONCRETE POST SHALL BOLT THROUGH POSTIN A DRILLED OR CAST HOLE. ALL MOUNTING HARDWARE SHALLBE STAINLESS STEEL.5. DIMENSION TO MATCH MOUNTING HOLES IN ELECTRICALEQUIPMENT.6. BOND ALL METALLIC RACEWAYS AND ENCLOSURES WITH A #2AWG COPPER EQUIPMENT GROUNDING CONDUCTOR INACCORDANCE WITH THE NEC.7. SEE PLANS FOR QUANTITY AND SIZE OF CONDUITS AND CABLES.8. ALL CONNECTIONS OF CONDUCTORS TO GROUND RODS SHALLBE MADE BY THE EXOTHERMIC METHOD.9. ALL POWER AND CONTROL WIRING SHALL BE NEATLY LACED ANDSECURED IN POSITION.10. EXPOSED GROUNDING CONDUCTORS SHALL BE SUPPORTED AT1' MAXIMUM INTERVALS.11. SEE PLAN SHEET AND PANEL SCHEDULES FOR EQUIPMENT,CONDUIT AND CONDUCTOR SIZES.12. USE WEATHER PROOF CONDUIT HUBS ON ALL EXTERIOR DAMPAND WET LOCATIONS. SEALING LOCKNUTS ARE SPECIFICALLYPROHIBITED.13. USE RIGID GALVANIZED STEEL CONDUIT FOR ALL EXPOSEDWORK, UNLESS SPECIFICALLY NOTED OTHERWISE.EQUIPMENT RACK NOTESREFER TO EQUIPMENT RACKELEVATIONS. RACK WIDTH TOACCOMMODATE EQUIPMENTMMMMSHUNT TRIP BUTTONMNORTH & SOUTH EQUIPMENT RACK ELEVATIONSSCALE: N.T.S.2
48"55"3.5"6"3" MAX9"9.5"29"19" PRIMARY10" SECFPL XFRM PAD NOTES:1. REFERENCE I-62.0.0 OF THE DCS.2. PAD M&S #162-248-004.3. ALL CONDUITS TO EXTEND 3" MAXIMUMABOVE GROUND LEVEL.4. ALL SECONDARY/CUSTOMER CONDUITSMUST FIT WITHIN THE 10"X13" AREAINDICATED.5. ALL CONDUIT RELATED DIMENSIONS ARE TOCENTER OF THE DUCT.6. MAINTAIN 8' CLEARANCE FROM SIDES ANDBACK OF TRANSFORMER PAD.7. INSTALL 2" SLEEVE FOR GROUND ROD, 48"LONG.8. CABLES REQUIRING CT METERING INSIDETHE TRANSFORMER MUST BE PLACEDTOWARDS THE FORONT OPENING OF THETRANSFORMER PAD AND IN FRONT OF ANYCABLES WHICH ARE NOT CT METEREDINSIDE THE TRANSFORMER. THIS IS TOADVOID CABLE TRAINING ISSUES.FPL XFMR PAD DETAILN.T.S.12" MINIMUM SEPERATION FROM FPL CONDUIT TOFOREIGN UTILITY WITH WITH TAMPED EARTH90 BEND36" RADIUSRACEWAY INSTALLATION NOTES:1. BACK-FILL WITHIN 4" OF THE CONDUIT TO BE FREE OFMATERIAL THAT MAY CAUSE DAMAGE TO CONDUIT ANDWIRES.2. AS BACK-FILLING TRENCH, BEGIN MACHINE COMPACTION6" MINIMUM ABOVE CONDUIT.3. ALL UNDERGROUND FPL CONDUITS ARE TO BE KEPT AMINIMUM OF 12" FROM ALL FOREIGN UTILITIES.4. INSTALL A CONTINUUOUS LENGTH OF PULL STRING IN ALLEMPTY RACEWAYS.5. AS REQUIRED, INSTALL A PULL/JUNCTION BOX WHERENEEDED.6. BEFORE ANY EXCAVATIONS, CALL 'SUNSHINE STATE ONECALL OF FLORIDA' A MINIMUM 2 DAYS BEFORE ANY WORKBEGINS.7. COORDINATE ALL EXACT LOCATIONS WITH SARASOTAINTERNATIONAL AIRPORT AND FPL.8. IF REQUIRED, BENDS AT RISER POLE TO BE ENCASED INCONCRETE. FORM CONCRETE ADJACENT TO POLE AND ATSURFACE.PRIMARY CONDUIT DETAIL(FPL TYPICAL)N.T.S.FPL 2" PVCCONDUIT36"MINIMUMCOVERFINISH GRADESEE NOTE 83" MINIMUM6"Drawing Name:DateNo. DescriptionByREVISIONSNotes:15-40.075550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862ARSD RCMARCH 2021Project Name:TAXILANE / SITEWORK FORFUTURE HANGARDEVELOPMENT &TAXIWAY "A" REPAIRS3-12-0145-015-2020445948-1-94-01INSTALLATIONDETAILSE5.5