HomeMy WebLinkAboutRFQ 19-04 Bid DrawingsHANGAR "D"PREPARED BY:VICINITY MAPCONSTRUCTION PLANS FOR:TAMPA, FL 336345550 W. IDLEWILD AVENUE, SUITE 102(813) 330-2704CERTIFICATE OF AUTHORIZATION NO.: 30862 LOCATION MAP FDOT FM NO. : TBDSEBASTIAN, FLORIDAMUNICIPAL AIRPORT90% SUBMITTALMAY 2019DRAWING INDEXDWG. No.DESCRIPTIONG1.1- -G2.1G4.1C1.1C3.1C6.1A2.0A1.0PROJECT LAYOUT PLANCOVER SHEETCONSTRUCTION SAFETY AND PHASING PLANGENERAL NOTESTYPICAL SECTIONSTAKING PLANSTORMWATER POLLUTION PREVENTION PLANWEST OFFICE FLOOR PLAN/ PLAN NO.1EXTERIOR WEST ELEVATION PLANEXTERIOR SOUTH ELEVATION PLANA2.1SITE PLANG2.2SITE PLAN NOTESG3.1CONSTRUCTION SAFETY AND PHASING DETAILSG3.2-G3.3C1.2KEY SHEET C4.1-C4.2GRADING AND DRAINAGE PLANC5.1-C5.2TAXILANE "E" PROFILE VIEWA1.1A1.2EAST OFFICE FLOOR PLAN/ PLAN NO.3HANGAR FLOOR PLAN/ PLAN NO.2C2.1EXISTING CONDITION AND DEMOLITION PLANC4.3UTILITY PLANC7.1-C7.2CONSTRUCTION DETAILSLIFE SAFETY PLANLS1.0-LS.2.0C8.1MARKING PLANC7.3-C7.XIRC UTILITY DETAILSC7.XFENCE AND GATE DETAILSC9.1LANDSCAPE PLANC9.2LANDSCAPE DETAILS AND NOTES
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CONTRACTOR'SSTAGING AREA(TO BE RELOCATED)(TO BE RELOCATED)(TO BE REMOVED &RETURNED TO OWNER)(TO BE REMOVED &RETURNED TO OWNER)(TO BE RELOCATED)(TO BE RELOCATED)(TO BE RELOCATED)(TO BE REMOVED)TOFATOFAT
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POND NO.1STOPNEW HANGAR DPROJECT AREACONTRACTOR'S STAGING AREA0400200100LEGENDCONTRACTOR'S HAUL ROUTEPROJECT LAYOUT PLANG1.1File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(002)_G1.1-PROJECT-LAYOUT PLAN.dwg Date: 6/3/2019 1:36 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"
TSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFASTOPXXXXXX
POND NO.2
POND NO.1STOP58.00'30.00'46.00'25.00'R10.00'(TYP.)10+0011+0012+0013+0014+0015+0015+50AIRCRAFT HANGARF.F.=20.7010.00'20.00'24.00'20.00'24.00'20.00'20.00'25.00'12.00'5.00'R15.00'5.00'5.00'R5.00'24.00'12.00'R5
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'R35.00'R40.00'R28.00'FWMMECHJANEXITEXITEXITCOVERED PATIO
JANWMMECHEXITEXITEXITF ELEC.AIRCOMP.ROOM1HR FIRE WALL
1HR FIRE WALL
1HR FIRE WALL
1HR FIRE WALL CORR.CORR.WHEEL STOP(TYP.)SSWMRPZ SSSSSSSSS-1S-2S-3S-4FDCc.o.c.o.c.o.UTUTUEUES-5TRENCH DRAIN(SEE ARCHITECTURALDRAWINGS)5.00'SSWMRPZ SSSSSSSSS-1S-2S-3S-4FDCc.o.c.o.c.o.UTUTUEUES-5PROPOSED STRUCTURE(SEE ARCHITECTURALDRAWINGS)POND NO.2
POND NO.146.00'22 STD. PARKING2 HANDICAP PARKINGTOTAL PARKING = 24NEW STOP SIGNR1-1, 30X30R3-5, 30X36NEW STOP SIGNPARKING BYDISABLED PERMITONLY, 12X18$250 FINE, 6X1212 STD. PARKING1 HANDICAP PARKINGTOTAL PARKING = 13NEW STOP SIGNR1-1, 30X30R3-5, 30X3652.00'65.00'35.00'File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(003)_G2.1-G2.2-SITE PLAN.dwg Date: 5/31/2019 8:53 AM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"G2.1SITE PLAN1.SEE THIS SHEET FOR LEGEND.2.SEE GRADING AND UTILITY PLANFOR CONTOUR AND UNDERGROUNDUTILITIES.3.THE PROJECT IS ENTIRELY WITHINTHE AIRPORT PARCEL, WHICH ISOWNED BY THE CITY OF SEBASTIAN.PARCEL: 30382200001000000000.1OWNER: CITY OF SEBASTIANADDRESS: 202 AIRPORT DRIVE EASTSEBASTIAN, FL 329584.AS THE PROJECT IS CONTAINEDWITHIN THE AIRPORT PARCEL, THECITY HAS RIGHT-OF-WAY OVER THEAREAS IMPACTED BY THE PROJECT.0102040GENERAL SITE INFORMATION:ZONING: AI (AIRPORT INDUSTRIAL)LAND USE: (INST)PRE-DEVELOPMENT PROJECT AREABUILDING AREA 0 SFPAVEMENT AND SIDEWALK AREA 11,100 SFOPEN SPACE48,400 SFTOTAL59,500 SFPOST-DEVELOPMENT PROJECT AREABUILDING AREA16,746 SFPAVEMENT AND SIDEWALK AREA 29,740 SFOPEN SPACE11,924 SFTOTAL58,410 SFCITY OF SEBASTIAN LAND DEVELOPMENT CODEBUILDING DATAPERMITTED PROPOSEDMAX. HEIGHT: 55.31' 47.70'FRONT SETBACK 0' 45.28'REAR SETBACK: 0' 45.28'OFFICE AND RESTROOMS = 5,046 S.F.WAREHOUSE = 11,700 SFPARKING LOT MIN. PAVEMENT SECTION1" ASPHALT6" BASE MATERIAL8" COMPACTED SUBBASEPARKING SPACESREQUIRED PARKING FOR OFFICE:1 SPACE / 200 SFREQUIRED PARKING FOR WAREHOUSE:1 SPACE / 1,000 SF UP TO 10,000 SFIN ADDITION TO THAT REQUIRED FOR 10,000 SF,1 SPACE / 2,000 SF FOR SQUARE FOOTAGE ABOVE 10,000 SFPARKING REQUIRED = (10,000 / 1,000) + (1,700 / 2,000) + (5,046 / 200) = 36 SPACESPARKING PROVIDED = 3 HANDICAP SPACE + 34 STANDARD SPACES FOR 90°PARKING ANGLE:24 FT AISLE WIDTH20 FT STALL LENGTH10 FT STALL WIDTHMATCH LINE SEE SHEET G2.2
EPOXY FLOORING(TO BE UTILIZED BY NEW TENANTS)File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(003)_G2.1-G2.2-SITE PLAN.dwg Date: 5/31/2019 8:28 AM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"G2.2SITE PLAN NOTESMATCH LINE SEE SHEET G2.1
04020101.APPLICABLE CODESA.FLORIDA BUILDING CODES (FBC) 6TH EDITION, 2017 & ALL AMENDMENTS AND REVISIONSADOPTED BY INDIAN RIVER COUNTY AND THE CITY OF SEBASTIAN BUILDING DEPARTMENTSB.NATIONAL ELECTRIC CODE (NEC) 2014 EDITION & ALL AMENDMENTS AND REVISIONSADOPTED BY INDIAN RIVER COUNTY AND THE CITY OF SEBASTIAN BUILDING DEPARTMENTSC.FLORIDA FIRE PREVENTION CODE, 6TH EDITION, 2017D.FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 6TH EDITION, 2017E.NFPA 409- STANDARD ON AIRCRAFT HANGARS, 2011 EDITION (INCORPORATED BYREFERENCE IN CHAPTER 35 OF THE 6TH EDITION FBC)2.DETERMINATION OF OCCUPANCY (FBC CHAPTERS 3 AND 4)A.STORAGE OCCUPANCY- AIRCRAFT HANGARS FBC 3.11.2 ARE GROUP S-1B.BUSINESS OCCUPANCY - OFFICE WINGS PER FBC 3.04.1 ARE GROUP BC.SECTION 412 AIRCRAFT RELATED OCCUPANCIES HAS ADDED REQUIREMENTS ANDREFERENCES NFPA 409 FOR FIRE SUPPRESSION SYSTEM REQUIREMENTS IN 412.4.6D.412.6.2 INDICATES THAT THE SINGLE FIRE AREA OF A HANGAR DOES NOT INCLUDE THE AREAOF OTHER USES SEPARATED BY A FIRE BARRIER OF AT LEAST ONE HOUR.E.TABLE 412.6 ALLOWS A MAXIMUM SINGLE FIRE AREA OF UP TO 12,000 SQUARE FEET OF TYPEIIB CONSTRUCTION TO BE CLASSIFIED AS A GROUP III HANGAR.F.THE HANGAR WILL NOT BE USED FOR THE HAZARDOUS OPERATIONS LISTED IN FBC 412.4.6.1.3.BUILDING DATAA.BUILDING CONSTRUCTION TYPE PROPOSED IS TYPE IIB PER FBC TABLE 601B.THE TOTAL BUILDING AREA OF THE PROPOSED FACILITY IS 17, 212 GROSS SQUARE FEETCONSISTING OF THE FOLLOWING:AREA DESCRIPTIONSQ.FT. %OFFICES AND RESTROOMS5,04629.3ELECTRICAL / COMPRESSOR ROOM 160 0.9HANGAR BAYS 11,31065.8COVERED PORCH 696 4.0TOTAL 17,212 100.0OCCUPANCY CALCULATIONS (FBC TABLE 1004.1.2)AREA DESCRIPTIONSQ.FT. # PERSONSOFFICES AND SUPPORT5,902 / 100S.F PER PERSON =59HANGARS11,310 / 500 S.F PER PERSON =23C.BUILDING HEIGHT ALLOWABLE PER TABLE 504.3 FOR THE PROPOSED OCCUPANCY ANDCONSTRUCTION TYPE IS 55 FEET. ACTUAL MAXIMUM HEIGHT TO THE RIDGE LINE ISAPPROXIMATELY 28 FEET.D.BUILDING NUMBER OF STORIES ABOVE GRADE PER TABLE 504.4 FOR THE PROPOSEDOCCUPANCY AND CONSTRUCTION TYPE IS 3 FOR GROUP B AND 2 FOR GROUP S-1. ACTUALNUMBER OF STORIES IS 1.4.NFPA 409 HANGAR CLASSIFICATION AND FIRE SUPPRESSIONA.FBC CONSTRUCTION TYPE IS IIB WHICH IS EQUIVALENT TO NFPA 220 TYPE II (000)B.MAXIMUM DOOR HEIGHT IS 20'C.HANGAR CLASSIFICATION IS GROUP III. THE HANGARS WILL NOT BE USED FOR MAINTENANCECLASSIFIED AS HAZARDOUS IN PAR.8.9.1.2 OFD.THE BUILDING WILL BE FULLY SPRINKLERED IN ACCORDANCE WITH NFPA 13. A FOAMSYSTEM IS NOT REQUIRED FOR THIS BUILDING.E.PAR. 8.9.2 AND 8.9.2.1 WOULD REQUIRE PORTABLE FIRE EXTINGUISHERS TO COMPLY WITHEXTRA HAZARD CLASSIFICATION5.ALLOWABLE BUILDING HEIGHT AND AREAA.PER TABLE 506.2, THE MAXIMUM ALLOWABLE AREA FOR GROUP B, UNSPRINKLERED, TYPE IIBIS 23,000 GSF.B.PER TABLE 506.2, THE MAXIMUM ALLOWABLE AREA FOR GROUP S-1, UNSPRINKLERED, TYPEIIB IS 17,500 GSF.C.THE PROPOSED GROSS AREA IS 17,212 GSF, THEREFORE ALLOWABLE UNDER THE MOSTRESTRICTIVE OCCUPANCY REQUIREMENTS.D.ALLOWABLE AREAS WITH A SPRINKLER SYSTEM ARE INCREASED AN ADDITIONAL 200%.E.PER TABLE 5.08.4, THE REQUIRED SEPARATION BETWEEN GROUP S-1 AND GROUP BIS “N” (NO SEPARATION REQUIRED). THUS, FOR HEIGHT AND AREA COMPLIANCE THIS COULDBE CONSIDERED AN UNSEPARATED OCCUPANCY, CONFORMING TO THE MOST RESTRICTIVEREQUIREMENTS PER 508.3.6.FIRE PROTECTION REQUIREMENTSA.PER TABLE 601, FOR CONSTRUCTION TYPE IIB, THERE ARE NO PROTECTION REQUIREMENTS(0-HOUR RATING) REQUIRED FOR THE PRIMARY STRUCTURAL FRAME, BEARING WALLS,NON-BEARING WALLS AND PARTITIONS (EXTERIOR OR INTERIOR), FLOOR CONSTRUCTION,AND ROOF CONSTRUCTIONB.PER TABLE 602, FOR CONSTRUCTION TYPE IIB AND OCCUPANCIES OF S-1 OR B, THERE ARE NOFIRE RESISTANCE RATINGS FOR EXTERIOR WALLS IF THE DISTANCE TO A PROPERTY LINE OROTHER PUBLIC WAY EXCEEDS 10'. ALL SEPARATIONS ARE OVER 30 FEET.C.PER FBC 412.4.1, EXTERIOR WALLS LESS THAN 30 FEET FROM PROPERTY LINES OR A PUBLICWAY SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 2 HOURS. ALL SEPARATIONSARE OVER 30 FEET.7.FIRE RESISTANT SEPARATIONS /OCCUPANCY SEPARATIONSA.PER TABLE 5.08.4, THE REQUIRED SEPARATION BETWEEN GROUP S-1 AND GROUP BIS “N” (NO SEPARATION REQUIRED).B.NFPA 409 PAR. 8.2.3 REQUIRES PARTITIONS SEPARATING SHOPS AND OFFICE FROM HANGARAREAS TO HAVE 1-HOUR FIRE RESISTANCE RATINGS AND 45-MINUTE DOORS.C.FBC 412.6.2 INDICATES THAT THE SINGLE FIRE AREA OF A HANGAR DOES NOT INCLUDE THEAREA OF OTHER USES SEPARATED BY A FIRE BARRIER OF AT LEAST ONE HOUR.D.WALLS AND OPENING BETWEEN THE OFFICES AND HANGARS WILL COMPLY WITH THESEREQUIREMENTS.8.EGRESS REQUIREMENTSA.PER FBC TABLE 1006.2.1, BUSINESS OCCUPANCIES WITH A MAXIMUM OCCUPANT LOAD OF49 OR FEWER CAN HAVE ONLY ONE EXIT, PROVIDED THAT THE MAXIMUM COMMON PATHOF TRAVEL DOES NOT EXCEED 100 FEET FOR A SPRINKLERED OCCUPANCY. THE EAST ENDOFFICE AREA HAS 21 OCCUPANTS. THE WEST END OFFICE AREA HAS 30 OCCUPANTS.B.CORRIDORS IN GROUP B OCCUPANCIES SERVING MORE THAN 30 OCCUPANTS MUST BE1-HOUR RATED IN UNSPRINKLERED BUILDINGS. NO RATING IS REQUIRED IF THE BUILDING ISSPRINKLERED.C.NFPA 409, PAR. 8.8.1 REQUIRES PERSONNEL EXIT DOORS FROM HANGAR AREAS ATINTERVALS NOT EXCEEDING 150 FEET ON EXTERIOR WALLS AND 100 FEET ON INTERIORWALLS. MEANS OF EGRESS FROM HANGARS MUST ALSO MEET NFPA 101, WHICH ISINCORPORATED INTO THE FLORIDA FIRE PREVENTION CODE. TWO PERSONNEL EGRESSDOORS ARE PROVIDED FROM EACH HANGAR BAY, WHICH COMPLIES WITH NFPA 101; PAR.40.6 AND NFPA 1, 21.1.4.9.OTHER NOTABLE REQUIREMENTSA.FBC 412.4.3 REQUIRES THE HANGAR FLOORS TO BE GRADED TO DRAINS AND THE DRAINS TOTHROUGH AN OIL SEPARATOR TO THE SEWER.B.NFPA 409 8.7.1 REQUIRES ELECTRICAL SYSTEMS TO COMPLY WITH HANGAR PROVISIONS OFNFPA 70 ARTICLE 513C.NFPA 409 8.7.2 REQUIRES FLOOR GROUNDING RECEPTACLES.10.STRUCTURAL LOADS AND WIND FORCES (FBC CHAPTER 16)A.CODE: FBC 6TH EDITION 2017. ALL LOADS REQUIRED BY PAR. 1603.1 SHALL BE INCLUDED INTHE CONSTRUCTION DOCUMENTS BY THE ENGINEER OF RECORDB.WIND SPEED: 160 MPH, 3-SECOND GUST PER 1609.3 MAPSC.EXPOSURE CATEGORY "C".D.OPENINGS: HURRICANE LARGE MISSILE IMPACT PROTECTED PER FBC PAR. 1609.1.2LIFE SAFETY REQUIREMENTS
CONSTRUCTIONBARRICADES WITHTEMPORARY ROADCLOSED SEE NOTESSHEET G3.240.00 MSL40.00 MSL 50.00 MSL50.00 MSL
60.00 MSL60.00 MSL
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KING AIR 200
KING AIR 200TSATSATSATSATSATSA
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POND NO.1STOP55.3162.74KING AIR 200
KING AIR 200TSATSATSATSATSATSA
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POND NO.1STOPF.F.=20.70F.F.=20.70F.F.=20.70CONTRACTOR'SSTAGING AREA (TYP.)LOW PROFILE BARRICADE(SEE DETAILS)OE/AAA POINT 262.74' (PART 77 MSL) - 20.70(F.F.E.) = 42.04 ALLOWABLEBLDG. HEIGHTOE/AAA POINT 155.31 (PART 77 MSL) - 20.70(F.F.E.) = 34.61 ALLOWABLEBLDG. HEIGHTOE/AAA POINT 362.74' (PART 77 MSL) - 20.70(F.F.E.) = 34.61 ALLOWABLEPEAKE OF HANGAR ROOF.OE/AAA POINT 491.00' (PART 77 MSL) - 20.70(F.F.E.) = 70.30 ALLOWABLEPEAKE OF HANGAR ROOF.10+0011+0012+0013+0014+0015+0015+50File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(004)_G3.1-G3.2 SAFETY_PHASING PLAN.dwg Date: 5/30/2019 4:35 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"G3.1CONSTRUCTION SAFETYAND PHASING PLAN1. SEE THIS SHEET FOR LEGEND.0102040CONTRACTOR'S STAGING AREACONTRACTOR'S HAUL ROUTETYPE II LOW PROFILEBARRICADESLEGEND60.00 MSLCFR PART 77IMAGINARY SURFACEELEVATION
3216451Interlocking Coupler2Light Box Recess3Fill Hole4Forklift Access5Drain Hole6Ground Mounting PortsFile Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(004)_G3.1-G3.2 SAFETY_PHASING PLAN.dwg Date: 5/30/2019 4:36 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"G3.2CONSTRUCTION SAFETYAND PHASING DETAILSCAUTION LIGHTS LOW PROFILE BARRICADE DETAIL N.T.S.NOTES:1)ALL BARRICADES SHALL BE LINKED END TO END IN ALL LOCATIONS.2)FRANGIBLE, LOW PROFILE BARRICADES SHALL BE USED WHEREWORK IS ADJACENT TO ACTIVE AIRCRAFT OR INSIDE OF AN ACTIVETAXIWAY'S SAFETY AREA. CAUTION LIGHTS TO BE RED IN COLOR ANDFLASHING DURING HOURS OF DARKNESS.3)SECURE EACH BARRICADES WITH TWO SAND BAGS.3"MIN.3"MIN.NOTE:SAFETY FLAG SHALL BE PROMINENTLY DISPLAYED ON ALLCONSTRUCTION EQUIPMENT. AN AMBER FLASHING LIGHT ISREQUIRED FOR NIGHT WORK AND MAY BE SUBSTITUTED FORTHE FLAG DURING THE DAY.CONSTRUCTION SAFETY FLAGTRAFFIC CONEN.T.S.CONSTRUCTION HAUL ROUTE SIGNN.T.S.AVIATION ORANGEAVIATION WHITE1.THE CONTRACTOR SHALL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT:A.OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION - AC 150/5370-2, LATEST EDITION.B.AIRPORT SAFETY SELF-INSPECTION - AC 150/5200-18, LATEST EDITION.C.PAINTING, MARKING AND LIGHTING OF VEHICLES USED ON AIRPORTS - AC 150/5210-5, LATEST EDITION.D.CODE OF FEDERAL REGULATIONS (CFR) PART 1392.NOTICE TO AIRMEN (NOTAM) - THE AIRPORT WILL ISSUE ALL NOTAMS TO THE FAA FLIGHT SERVICE STATION RELATED TO THIS PROJECT IN ACCORDANCE WITH ESTABLISHED CRITERIA.3.PRIOR TO THE CLOSURE OF ANY AIRFIELD PAVEMENT, THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 3 DAYS NOTICE SO A NOTAM CAN BE ISSUED.4.AIRCRAFT TRAFFIC SHALL HAVE THE RIGHT-OF-WAY AT ALL TIMES.5.THE CONTRACTOR WILL NOT BE ALLOWED TO USE ANY OF THE EXISTING RUNWAYS, TAXIWAYS, OR VEHICLE PARKING AREAS AS PART OF THE HAUL ROAD UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER.6.THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE INTERFERENCE TO AIRCRAFT OPERATIONS DURING CONSTRUCTION.7.NO CONTRACTOR VEHICLES, EQUIPMENT, OR PERSONNEL SHALL CROSS OR BE WITHIN ANY RUNWAY, TAXIWAY, OR TAXILANE OBJECT FREE AREA UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER.8.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER IN SCHEDULING ALL AIRFIELD PAVEMENT OPENINGS/CLOSINGS TO BE CONSISTENT WITH AIRFIELD OPERATIONS. WHEN THE CONTRACTOR'S OPERATIONS CROSS ACTIVE TAXIWAYS OR RUNWAYS HE SHALL BE REQUIRED TO PROVIDE A FLAGMAN ON EACH SIDE OF ACTIVE CROSSING TO DIRECT VEHICULAR TRAFFIC AND PROTECT AIRCRAFT TRAFFIC. THE CONTRACTOR SHALL ALSO HAVE SUITABLE EQUIPMENT APPROVED BY THE ENGINEER AT EACH CROSSING TO KEEP THE CROSSING CLEAN OF ALL DIRT AND DEBRIS AND SAFE FOR AIRCRAFT TRAFFIC.9.ALL AIRFIELD PAVEMENTS SHALL BE KEPT FREE OF DIRT AND ALL OTHER DEBRIS AT ALL TIMES. ANY SPILLAGE OF EXCAVATION OF OTHER MATERIAL SHALL BE CLEANED UP IMMEDIATELY BY THE CONTRACTOR USING A VACUUM OR MOTOR-DRIVEN SWEEPER. A PROGRAM OF REGULAR INSPECTION OF AIRFIELD PAVEMENTS SHALL BE IMPLEMENTED AS PART OF THE CONTRACTOR'S SAFETY PLAN COMPLIANCE DOCUMENT.10.ANY UNPLANNED, UNAPPROVED, OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF SERVICE TO ANY LIGHTING CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE NOTIFICATION OF THE AIRPORT MANAGER AND ENGINEER BY THE CONTRACTOR. THE COST OF MATERIALS AND LABOR REQUIRED TO REPAIR THE LIGHTING CIRCUIT SHALL BE BORNE BY THE CONTRACTOR.11.THE CONTRACTOR SHALL PROTECT ALL NAVIGATIONAL AIDS (NAVAIDS) DURING CONSTRUCTION. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING NAVAIDS. ANY DAMAGE TO NAVAIDS MAY REQUIRE SUBMITTALS FOR REPAIR OF THE DAMAGED FACILITY TO BE APPROVED BY THE ENGINEER. THE ENGINEER SHALL BE NOTIFIED OF ANY DAMAGE AND IMMEDIATE REPAIR AT THE CONTRACTOR'S EXPENSE WILL BE REQUIRED.12.CONTRACTOR SHALL MAINTAIN ALL AIRFIELD SAFETY DEVICES SUCH AS STAKED LIMIT LINES, FOR THE DURATION OF THE PROJECT AS REQUIRED. DAMAGED STAKES OR FLAGGING SHALL BE REPLACED IMMEDIATELY. CONTRACTOR TO SUBMIT PLAN SHOWING LOCATION OF LIMIT LINES FOR EACH PHASE AND FOR PROJECT DURATION TO THE ENGINEER FOR APPROVAL.13.ALL ACTIVE AIRPORT OPERATIONAL AREAS WHICH ARE ADJACENT TO A CONSTRUCTION WORK AREA SHALL BE SEPARATED BY LOW PROFILE BARRICADES WITH RED FLASHING LIGHTS. THE CONTRACTOR SHALL PROVIDE, MAINTAIN, AND INSTALL THE BARRIERS.14.BARRICADES USED TO CLOSE NON-AIRFIELD AREAS SUCH AS ROADS OR PARKING LOTS SHALL CONFORM TO FDOT INDEX 600. ACCEPTABLE OPTIONS INCLUDE PLASTIC DRUMS, TYPE I BARRICADE, TYPE II BARRICADE, OR TYPE III BARRICADE.15.THE CONTRACTOR SHALL PROVIDE TEMPORARY R11-2, 48 x 30 "ROAD CLOSED" SIGNS TO BE USED IN CONJUNCTION WITH TRAFFIC BARRELS AT ALL LOCATIONS TO BE CLOSED TO VEHICULAR TRAFFIC.16.CONTRACTOR MAY AT HIS OPTION PROVIDE TEMPORARY CHAIN LINK FENCE AROUND THE CONTRACTOR'S STAGING AREA. THE CITY ASSUMES NO RESPONSIBILITY FOR THE SECURITY OF EQUIPMENT, MATERIAL, OR ANY OTHER ELEMENTS RELATED TO THE CONTRACTOR'S OPERATIONS.17.THE CONTRACTOR SHALL PROMINENTLY DISPLAY AVIATION SAFETY FLAGS ON ALL CONSTRUCTION EQUIPMENT AT THE HIGHEST POINT ON EACH PIECE OF EQUIPMENT. SEE DETAIL THIS SHEET.18.FOR OTHER CONDITIONS RELATING TO SAFETY, SEE SPECIFICATIONS.HIGH PROFILE BARRICADE(YODOCK 2001 OR EQUIVALENT)SPECIFICATIONS·6' LENGTH·24" WIDTH·46" HEIGHT·EMPTY : 130 LBS·FULL (WATER FILLED):1500 LBSCONSTRUCTIONHAUL ROUTENOTE:PLACE AT 50' INTERVALS ALONG HAUL ROUTESOR AS DIRECTED BY THE RPR.U-BOLTALUMINUM ANGLEMOUNTINGHARDWAREALUMINUM ANGLESIGN PANELRIGID CONDUITSIGN MOUNTING DETAILFLAG(SEE DETAILTHIS SHEET)N.T.S.TWINE WITH RIBBONWOOD SURVEY STAKES(COLORED SURVEYTAPE TO BE ATTACHEDTO TOP OF STAKE)HAUL ROUTE & TAXIWAY/TAXILANEOBJECT FREE AREA (OFA) DELINEATORNOTE:PLACE ALONG BOTH SIDES OF HAUL ROUTES AND ALONGTAXILANE OFA LINE OR AS DIRECTED BY THE RPR.
File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(004)_G3.1-G3.2 SAFETY_PHASING PLAN.dwg Date: 5/30/2019 4:36 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"G3.3CONSTRUCTION SAFETYAND PHASING DETAILSNOTE:WEIGHT REQUIRED PER SIDE OF SIGN = 639 lbs.NUMBER OF 40 LB SAND BAGS = 16.CONSTRUCTIONAHEADSAND BAGCONTAINMENTTREATED WOODOR ALUMINUMSAND BAGCONTAINMENTTREATED WOOD ORALUMINUM BASEORANGE AND WHITEREFLECTIVE MEDIACONSTRUCTIONAHEAD12.253.500.50, TYP.1.00, TYP.0.50, TYP.0.503.00, TYP.R0.13, TYP.FLUORESCENT ORANGEBACKGROUND, MEETINGASTM D4956 FORTYPE III ORTYPE IV SHEETINGBLACKLETTERS0.500.505.000.500.50, TYP.SEE DETAIL OPPOSITESEE DETAIL OPPOSITEFRANGIBLE COUPLING INACCORDANCE WITHFAA AC 150/5220-23TREATED WOOD ORALUMINUM BASEWIRE TETHER AT EACH POST1.25, TYP.CONSTRUCTION AHEAD SIGN (FROM AC 150/5370-2G)N.T.S.7:1
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SURFACE
14 CFR PART 77 SURFACES (SEE SAFETYAND PHASING PLAN SHEETS FORELEVATION20' MAX. FOR ALL EQUIP. INSIDE AOA FENCE
50' MAX. FOR ALL EQUIP. OUTSIDE AOA FENCEGROUND EL.= ±20.00EQUIPMENT HEIGHT RESTRICTION DETAILN.T.S.1.THE CONTRACTOR SHALL ADHERE TO THE MAXIMUM ALLOWABLE HEIGHTREQUIREMENTS SHOWN IN THE PLANS. THE CONTRACTOR SHALL COORDINATE ALLEQUIPMENT LOCATIONS WITH THE ENGINEER PRIOR TO CONSTRUCTION.2.IF THE CONTRACTOR'S OPERATIONS WILL RESULT IN ADDITIONAL AIRSPACE IMPACTS,THE CONTRACTOR SHALL OBTAIN FAA APPROVAL BY SUBMITTING FORM 7460-1.3.THE CONTRACTOR SHALL SUPPLY ALL INFORMATION REQUESTED BY THE ENGINEER TOPROPERLY EVALUATE WHETHER ADDITIONAL AIRSPACE IMPACTS ARE LIKELY ANDWARRANT THE CONTRACTOR TO FILE A FORM 7460-1. THE ENGINEER'S DECISION SHALLBE FINAL.EQUIPMENT HEIGHT NOTESEQUIPMENT HEIGHT RESTRICTIONOE/AAA POINT NO.(SEE SAFETY ANDPHASING PLAN)MAXIMUM ALLOWABLEEQUIPMENT HEIGHTAT POINT123434.61 (FT)42.04 (FT)34.61 (FT)70.30 (FT)
File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(005)_G4.1-(GENERAL_NOTES).dwg Date: 5/30/2019 4:43 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"G4.1GENERAL NOTES1.EACH CONTRACTOR SHALL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THEFOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT:~ OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION - AC 150/5370-2F~ 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 72 HOURS PRIOR SO THAT A NOTAM CAN BE ISSUED INACCORDANCE WITH ESTABLISHED CRITERIA BY THE OWNER TO THE F.A.A. FLIGHT SERVICESTATION.4.THE CONTRACTOR WILL BE RESPONSIBLE FOR THE CLEANUP AND DISPOSAL OF ALLTRASH AND DEBRIS CREATED BY HIS WORK OR PERSONNEL. NO BURNING IS ALLOWED ONSITE. ALL TRASH AND DEBRIS MUST BE DISPOSED OF OFFSITE.5.THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR ASPHALT AND ORCONCRETE BATCH PLANT LOCATIONS WHICH MUST BE LOCATED OFF AIRPORT PROPERTY.6.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.7.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.8.EXISTING EASEMENTS TO OTHER PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.9.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.10.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 SODDED PER ITEM T-904 UPON COMPLETION OF THE PROJECT.11.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.12.THE CONTRACTOR SHALL MAINTAIN SECURITY WITHIN THE PROJECT SITE AT ALL TIMES.NO UNAUTHORIZED PERSONNEL SHALL BE ALLOWED ON THE SITE.13.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.14.THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR THE COMPLETION OFTHIS PROJECT.15.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.16.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.17.ALL DISPUTES ARISING FROM THE CONTRACTOR SHALL BE DECIDED BY THE ENGINEER,WHOSE DECISION SHALL BE FINAL.18.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.19.THE CONTRACTOR SHALL KEEP A WATER TRUCK ONSITE AT ALL TIMES FOR THE PURPOSEOF CONTROLLING DUST AS REQUIRED BY THE CONTRACT DOCUMENTS.HAUL ROUTE / STAGING20.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 G1.1.21.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.22.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.23.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.24.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 EQUIPMENTHE PLANS 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.25.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.26.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL PERMANENTAND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA.MOVEMENT ON AIRFIELD27.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.28.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.29.NO CONTRACTOR VEHICLES, EQUIPMENT, OR PERSONNEL SHALL CROSS OR BE WITHINANY RUNWAY OBSTACLES FREE ZONE (ROFZ) OR WITHIN ANY TAXIWAY OBJECT FREEAREA (TOFA) AS DELINEATED IN THE PLANS. THE CONTRACTOR SHALL NOT PARK ORLEAVE UNATTENDED ANY EQUIPMENT WITHIN THE RUNWAY OBJECT FREE AREA (ROFA) ORTHE RUNWAY PROTECTION ZONE (RPZ). EQUIPMENT NOT MANNED AND BEING USED SHALLNOT BE ALLOWED WITHIN THE ROFA OR RPZ.30.ALL VEHICLES USED ON THE AIRFIELD SHALL MEET FAA REQUIREMENTS FOR MARKINGSAND LIGHTING. (SEE AC 150/5210-5D).31.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.32.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 UTILITIES33.PRIOR TO DIGGING ANY TRENCHES, THE CONTRACTOR SHALL NOTIFY ALL UTILITIES(ELECTRIC, GAS, TELEPHONE, WATER, SEWER) AND OBTAIN LOCATIONS OFUNDERGROUND UTILITIES.34.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.35.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.36.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.CONSTRUCTION STAKE-OUT37.CONSTRUCTION STAKE-OUT SHALL BE PERFORMED BY CONTRACTOR IN ACCORDANCEWITH ARTICLE 50-06 OF THE CONTRACT GENERAL PROVISIONS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL MEASUREMENTS THAT MAY BEREQUIRED TO LAY OUT THE CONSTRUCTION. THE COST OF STAKING WILL NOT BE PAIDFOR DIRECTLY AND SHALL BE INCLUDED IN THE UNIT PRICES FOR THE VARIOUS ITEMS OFWORK.38.PROJECT CONTROL: THIS PROJECT WAS PERFORMED IN THE FOLLOWING HORIZONTALAND VERTICAL DATUMS:HORIZONTAL DATUM: NORTH AMERICAN DATUM (NAD '83/'11), FLORIDA STATE PLANE COORDINATES, FLORIDA WEST ZONE.39. THE FOLLOWING NGS CONTROL MONUMENTS WERE UTILIZED AS THE HORIZONTAL BASISFOR THIS PROJECT: “SRQ ARP” NORTHING 1113792.94 EASTING 476430.80 “SAR 0104” NORTHING 1108380.84 EASTING 478781.1840. COORDINATES FOR THESE MONUMENTS WERE OBTAINED VIA NOAA OPUS SHAREDSOLUTION.41. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88). (ADD 1.00' TOCONVERT TO NGVD 29)42. THE FOLLOWING NGS CONTROL MONUMENTS WERE UTILIZED AS THE VERTICAL BASIS FORTHIS PROJECT: "C-700” ELEVATION 22.93' “SAR 0104 ELEVATION 18.73'QUALITY CONTROL NOTES43. CONTRACTOR SHALL BE REQUIRED TO SUBMIT A QUALITY CONTROL PLAN FOR ALL WORKITEMS THAT REQUIRE QUALITY CONTROL, QUALITY ASSURANCE, MATERIAL VERIFICATION,DENSITY TESTS, AND ALL FIELD AND LABORATORY TESTS REQUIRED BY THE CONTRACTSPECIFICATIONS. CONTRACTOR SHALL PROVIDE FULL QUALITY CONTROL TESTING BYCERTIFIED FIRMS/INDIVIDUALS.44. WITHIN 10 DAYS OF NOTIFICATION OF INTENT TO AWARD, THE CONTRACTOR SHALLSUBMIT THREE (3) COPIES OF A WRITTEN QUALITY CONTROL PLAN. THE CONTRACTORSHALL DESIGNATE A QUALITY CONTROL OFFICER RESPONSIBLE FOR THE QUALITY OFCONSTRUCTION AND SHALL INCLUDE AN ORGANIZATIONAL CHART DESIGNATING QUALITYCONTROL RESPONSIBILITIES. THE PLAN SHALL ENCOMPASS A PROGRAM OF QUALITYCONTROL ACTIVITIES FOR THE PROJECT AS A WHOLE, AS WELL AS SPECIFIEDPROCEDURES FOR EACH ELEMENT OF WORK. SEE SECTION 1400 QUALITY REQUIREMENTSAND TESTING LABORATORY SERVICES IN THE PROJECT MANUAL FOR ADDITIONALINFORMATION.45. FOR EACH MAJOR ELEMENT OF WORK, THE CONTRACTOR SHALL DESCRIBE IN THEQUALITY CONTROL PLAN PRELIMINARY INSPECTION PROCEDURES TO BE ACCOMPLISHEDPRIOR TO START UP, PROGRESS INSPECTION PROCEDURES TO MONITOR THE WORK INPROGRESS, AS WELL AS FINAL INSPECTIONS TO VERIFY ALL TESTS HAVE BEENPERFORMED AND ARE PASSING, AND ALL CONDITIONS OF THE SPECIFICATIONS HAVEBEEN MET.46. THE CONTRACTOR SHALL BEAR THE COST OF, AND BE RESPONSIBLE FOR ALL "QUALITYCONTROL". OWNER WILL PROVIDE "QUALITY ASSURANCE" TESTING.LIQUIDATED DAMAGES47. LIQUIDATED DAMAGES AS PRESCRIBED IN THE SECTION 01010 "SUMMARY OF WORK" OFTHE CONTRACT DOCUMENTS SHALL BE ASSESSED FOR EACH DAY BEYONG THE SPECIFIEDCONTRACT TIME THE ENTIRE PROJECT IS NOT SUBSTANTIALLY COMPLETE AND READYFOR USE BY THE OWNER.WATER/FIRE LINE CONSTRUCTION48. INDIAN RIVER COUNTY PUBLIC WORKS UTILITY STANDARDS ARE THE MINIMUM ALLOWABLEWATER AND/OR WASTEWATER CONSTRUCTION STANDARDS. WHERE ANY NOTE OR DETAILON THESE PLANS CONFLICT WITH THE INDIAN RIVER COUNTY PUBLIC WORKS UTILITYSTANDARDS THE MORE STRINGENT INTERPRETATION, AS DETERMINED BY THE COUNTYINFRASTRUCTURE INSPECTOR, SHALL BE APPLIED.
158' NOMINALOUT-TO-OUT OFWALL COLUMN12112TAXIDRIVE ℄46' NOM.℄ EXIST. SWALE6 mil POLYETHYLENE VAPOR BARRIEROR APPROVED EQUAL℄ EXIST. TAXILANE "E"5' SIDEWALK±0.5%SLOPE VARIESMAX. 2.0%6" LIMEROCK (P-211) BASE COURSE - LBR 100PRIME COAT (P-602)2" TYPE SP-12.5 ASPHALT SURFACE COURSE (FDOT 334)8" STABILIZED SUBGRADE- LBR 40 (P-160)4" CONC.SLAB (P-610)F.F.EL. = 21.40FOUNDATION DESIGN SHALL BE PROVIDEDBY THE CONTRACTOR'S ENGINEER20' MIN.OPENINGN.T.S.6X6- W1.4 X W1.4WELDED WIREMESH (P-610)-TYP.SECTION A - HANGAR "D"6" SUBBASE (P-154)COMPACTED SUBGRADE (P-152)COMPACTED SUBGRADE (P-152)COMPACT 8" OF EXIST. SUBGRADE TO ACHIEVEMIN. 95% DENSITY PER AASHTO T180SEE PAVEMENT TIE-IN DETAILMATCH EXIST. GRADE(SEE NOTE 1)14" (TYP.)18' MIN. CLEAROPENINGBIFOLD DOOR3' SODFDOT PERFORMANCE±0.5%±0.5%TURFSEE PLAN SHEET A1.1 FOR FLOOR SLOPESTYPICAL TIE-IN TO EXIST PAVEMENTN.T.S.COST OF THIS WORK TO BE CONSIDERED INCIDENTALTO VARIOUS OTHER ITEMS OF WORK.VERTICAL SAWCUT ATEDGE OF ASPHALTSUFACE REMOVALEXIST. ASPHALTEXIST. LIMEROCK BASESLOPEVARIES2' MIN.ASPHALTSURFACEREMOVAL3" BITUMINOUS SURFACECOURSE (P-401) PLACED IN 2EQUAL LIFTSEXISTING ASPHALT AND BASE REMOVALREMOVE BASE TO NEXT STRAIGHTVERTICAL LINES6" LIMEROCK (P-211)12"TACK COAT (P-603) ONSAWCUT SURFACES3" BITUMINOUS SURFACE COURSE(P-401) PLACED IN 2 EQUAL LIFTS6" CEMENTED COQUINA ROCK ORLIMEROCK BASE COURSE (P-211) - LBR 100(COMPACT AT 98% MODIFIED PROCTOR PER AASHTO T180)PRIME COAT (P-602)8" STABILIZED SUBGRADE (P-160) - LBR 40(COMPACT AT 98% MODIFIED PROCTOR PER AASHTO T180)COMPACTED SUBGRADE (P-152)COMPACT 8" OF EXIST. SUBGRADE TO ACHIEVEMIN. 95% MODIFIED PROCTOR PER AASHTO T180NOTES:1.CONTRACTOR SHALL SURVEYPOINTS ALONG THIS LINE FORVERIFICATION OF PROPOSEDFINISHED FLOOR ELEVATIONPRIOR TO STARTING THE WORK.8" COMPACTED SUBGRADE AT 98%DENSITY PER AASHTO D1808" STABILIZED SUBGRADE- LBR 40 (P-160)N.T.S.SECTION B - WEST PARKING LOTCOMPACTED SUBGRADE (P-152)COMPACT EXIST. SUBGRADE TO ACHIEVEMIN. 95% DENSITY PER ASTM D1557±9'5'64'2'20'24'20'MIN. 0.5%MIN. 0.5%MIN. 0.5%2%SIDEWALKMIN. 0.5%SEE PAVEMENT TIE-IN DETAILDRIVE AISLEMATCH EXIST. GRADE(SEE NOTE 1)NEW PONDSPRINKLER OVERFLOW CONTAMINATION4:1 12"BUMPER STOP PERFDOT INDEX 300 (TYP.)2.5'2.5'File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(006)_C1.1-(TYP. SECTIONS).dwg Date: 6/3/2019 1:32 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C1.1TYPICAL SECTIONS
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TOFATOFATOFATOFATOFATOFATOFATOFABRLBRLBRLKING AIR 200KING AIR 200TSATSATOFATOFASTOPXXXX XXPILATUSPILATUSP
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POND NO.1STOPFile Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(007)_C1.2-KEY SHEET.dwg Date: 5/30/2019 4:46 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C1.2KEY SHEET020010050
(TO BE RELOCATED)(TO BE RELOCATED)(TO BE REMOVED &RETURNED TO OWNER)(TO BE REMOVED &RETURNED TO OWNER)(TO BE RELOCATED)(TO BE RELOCATED)(TO BE RELOCATED)(TO BE REMOVED)10+0011+0012+0013+0014+0015+0015+50REMOVE EXIST.PAVEMENT TO ALLOWUTILITY CONSTRUCTIONREMOVE EXIST.VEGETATION PRIOR TOGRADING(SEE SITE PREPARATIONSECTION "F" OFGEOTECHNICAL REPORT)REMOVE 228 L.F. OFEXIST. WATER LINEREMOVE 88 L.F. OFEXIST. FENCE AND GATESTA.12+18.86OFF. 119.45'LTSTA.14+32.15OFF. 104.87'LTN:1264658.9601E:819817.4148N:1264764.8552E:819736.4490STA.12+04.32OFF. 122.38'LTFile Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(008)_C2.1-EXISTING CONDITION & DEMOLITION PLAN.dwg Date: 5/30/2019 4:49 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C2.1EXISTING CONDITIONAND DEMOLITION PLAN1. SEE THIS SHEET FOR LEGEND.2. ALL EXISTING SITE FEATURES SHALLREMAIN UNLESS OTHERWISE NOTED.THESE INCLUDE, BUT ARE NOT LIMITEDTO STORMWATER, SANITARY PIPES ANDSTRUCTURES, UNDERGROUNDELECTRICAL LINES, WATER MAIN,FENCE, TREES AND PAVEMENT. ANYDAMAGE AS A RESULT OF THECONTRACTORS' OPERATION SHALL BEIMMEDIATELY REPAIRED TO THESATISFACTION OF THE OWNER OF THEDAMAGED FEATURE. NO ADDITIONALPAYMENT FOR SUCH REPAIRS WILL BEMADE.FULL DEPTHPAVEMENT REMOVAL0102040LEGENDFIRE HYDRANTBOLLARDELECTRIC BOXTO BE REMOVEDTO BE REMOVED
SEE PAVEMENTTIE-IN DETAILKING AIR 200
KING AIR 200TSATSATSATSATSATSA
TSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFASTOPXXXXXX
PILATUS
PILATUSPOND NO.2
POND NO.1STOP58.00'46.00'25.00'R10.00'(TYP.)10+0011+0012+0013+0014+0015+0015+50STA.10+95.41OFF. 61.86'LTSTA.13+65.08OFF. 17.61'RTSTA.13+78.47OFF. 23.92'RTSTA.14+28.07OFF. 27.69'LTSTA.11+86.63OFF. 17.70'LTF.F.=20.7010.00'20.00'24.00'20.00'24.00'20.00'20.00'STA.13+18.73OFF. 17.53'RT25.00'12.00'5.00'R15.00'5.00'5.00'STA.10+51.41OFF. 69.86'LTR5.00'24.00'STA.15+03.73OFF. 49.46'LT12.00'R5
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JANWMMECHEXITEXITEXITF ELEC.AIRCOMP.ROOM1HR FIRE WALL
1HR FIRE WALL
1HR FIRE WALL
1HR FIRE WALL CORR.CORR.STA.10+51.41OFF. 209.86'LTSTA.10+71.41OFF. 217.92'LTSTA.10+95.41OFF. 217.92'LTR5.00'STA.14+39.73OFF. 49.52'LTSTA.14+60.73OFF. 45.94'LTSTA.15+06.83OFF. 30.08'LTSTA.14+60.74OFF. 30.03'LTSTA.14+39.74OFF. 114.55'LTSTA.15+03.73OFF. 119.46'LTSTA.13+18.73OFF. 0.07'LT5.00'HANGAR DC1.1
AC1.1BNEW 93 L.F. OFCHAINLINK FENCENEW GATE65.00'24.00'SEE GRADINGPLANS
SEE GRADINGPLANSSTA.11+15.37OFF. 71.04'LTN:1264896.7737E:819604.4627N:1264508.2056E:819993.268130.00'File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(009)_C3.1-STAKING PLANS.dwg Date: 5/31/2019 9:15 AM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C3.1STAKING PLAN1. SEE THIS SHEET FOR LEGEND.NEW ASPHALT PAVEMENTTSATAXIWAYSAFETY AREATOFATAXILANE OBJECTFREE AREABRLBUILDING RESTRICTION LINELEGEND0102040
10+0011+0012+0013+0014+0015+0015+5020.60TSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFASTOPXXXXXX
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SSS-1S-2S-3S-460 L.F. 18" HDPE60 L.F. 15" HDPE60 L.F. 15" HDPEFDCc.o.c.o.c.o.UTUES-5FWMMECHJANEXITEXITEXIT
COVERED PATIO
JANWMMECHEXITEXITEXITF ELEC.AIRCOMP.ROOM1HR FIRE WALL
1HR FIRE WALL
1HR FIRE WALL
1HR FIRE WALL CORR.CORR.17.0018.0019.00 19.00 18.00 17.0020.0019.4019.6019.8020.2020.4020.0019.6019.4019.2020.2020.40File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(010)_C4.1-C4.2 GRADING & DRAINAGE PLANS.dwg Date: 5/30/2019 5:19 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C4.1GRADING AND DRAINAGEOVERALL VIEW PLAN1. SEE THIS SHEET FOR LEGEND.FULL STRENGTH ASPHALTTSAPROPOSED RUNWAYSAFETY AREATOFAPROPOSED RUNWAY OBJECTFREE AREAXNEW CHAINLINK FENCENEW INLETPROPOSED CONTOURS21.00NEW STORM DRAIN PIPENEW MANHOLEBENCH MARKNEW MITERED END SECTIONNEW CONCRETE SIDEWALKPAVEMENTLEGENDLIMITS OF GRADING ANDSODDING0153060S-1TYPE C INLET FDOTINDEX NO. 232STA. 14+39.72OFF: 32.98' LGRATE EL. = 19.47NE INV. = XX.00S-2TYPE C INLET FDOTINDEX NO. 232STA. 13+29.77OFF: 32.26' LGRATE EL. = 19.93NE INV. = XX.00S-4TYPE C INLET FDOTINDEX NO. 232STA. 12+05.02OFF: 31.87' LGRATE EL. = 20.19NE INV. = XX.00S-5NYLOPLAST DRAIN BASINOR APPROVED EQUALSTA. 12+05.10OFF: 42.15' LGRATE EL. = 20.29NE INV. = XX.00S-3TYPE C INLET FDOTINDEX NO. 232STA. 12+64.77OFF: 32.06' LGRATE EL. = 19.97NE INV. = XX.00NOTES:1.THE CONTRACTOR OR SUBCONTRACTORRESPONSIBLE FOR CONSTRUCTING PUBLICUNDERGROUND WATER AND SEWER UTILITIESMUST BE A LICENSED UNDERGROUND UTILITYCONTRACTOR IN THE STATE OF FLORIDA ANDINDIAN RIVER COUNTY.2.THE CONTRACTOR IS RESPONSIBLE FORMAINTAINING HORIZONTAL AND VERTICALCLEARANCE BETWEEN UTILITY LINES AS SETFORTH BY ALL STATE AND INDIAN RIVERCOUNTY REQUIREMENTS.3.UTILITY SIZE'S AND LOCATIONS ARE PROVIDEDFOR BIDDING PURPOSES ONLY. ACTUALDESIGN FOR CONSTRUCTION MAY VARY ANDNO ADDITIONAL PAYMENT WILL BE MADE FORVARIATION IN QUANTITIES.ESTIMATED EARTHWORKDESCRIPTIONSTRIPPINGGRADINGTOTALTOPSOILNOTES:QUANTITIES ARE PROVIDED FOR BIDDING PURPOSES ONLY. ACTUAL QUANTITIES DURINGCONSTRUCTION MAY VARY AND NO ADDITIONAL PAYMENT WILL BE MADE FOR VARIATION IN QUANTITIES.CUT (C.Y.)FILL (C.Y.)350DISPOSAL (C.Y.)BORROW (C.Y.)-10501050250725 -8251,3002,125 -475 -
10+0011+0012+0013+0014+0015+0015+5020.60TSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFASTOPXXXXXX
POND NO.2
POND NO.1STOPF.F.=20.7020.6020.4020.2020.0019.8020.6020.4020.6020.6020.4020.2020.6020.60SSWMRPZ SSSSSSSSS-1S-2S-3S-460 L.F. 18" HDPE60 L.F. 15" HDPE60 L.F. 15" HDPEFDCc.o.c.o.c.o.UTUTUEUES-58" DIP EMERGENCY DISCHARGE PIPEROUTE TO AVOID FOOTINGSTRENCH DRAIN & VAULT (TYP.)4'-0" X 4'-0" CATCH BASIN (TYP.)WITH AUTOMATIC CTRL SHUT-OFF VALVE(SEE DETAILS)17.0018.0019.00 19.00 18.00 17.0020.0019.4019.6019.8020.2020.4020.0019.6019.4019.2020.2020.406" HDPE6" HDPE8" HDPE10" HDPE8" HDPECONNECT TO HANGARDOWNSPOUTS (TYP.)CLEANOUTINV.=NEW POND TO BEUTILIZED FORSPRINKLEROVERFLOWCONTAINMENT20.2020.0020.2020.0019.8020.2020.2019.80
20.2020.4020.2020.0020.4020.2020.2020.0020.4019.801
9
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6
0
1
9
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4
0 19.6019.4020.60
20.4020.0020.2019.2019.4019.6019.
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0 20.40File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(010)_C4.1-C4.2 GRADING & DRAINAGE PLANS.dwg Date: 5/31/2019 9:36 AM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C4.2GRADING ANDDRAINAGE PLAN1.SEE SHEET C4.2 FOR NOTESAND LEGEND.0102040
20.60TSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFAXXF.F.=20.7020.2020.0020.6020.4020.6020.6020.4020.6020.60SSSSSSWMRPZ SSSSSSSSSSSSSSSSSSSSFDCc.o.c.o.c.o.UTUTUTUTUEUEUEUEUENEW 2-2" COMM.DUCTS WITHPULL WIRES(CONTRACTOR TO FIELDLOCATE EXIST. STUBOUTS )INSTALL PULLBOXES MEETINGREQ. OF COMM.UTILITIES. BOXESSHALL BE SUITABLEFOR PEDESTRIANTRAFFIC.EXTEND NEW COMM. LINE TO ELECTRICALROOM WALL TO PROVIDE READILYACCESSIBLE SERVICE LINE COORDINATEWITH COMM. COMPANIES AS REQ.8" DIP EMERGENCY DISCHARGE PIPEROUTE TO AVOID FOOTINGSTRENCH DRAIN & VAULT (TYP.)(REF. CIVIL DWGS. FOR OIL SEPARATOR)4'-0" X 4'-0" CATCH BASIN (TYP.)WITH AUTOMATIC CTRL SHUT-OFF VALVE(SEE DETAILS)4" DIP SANITARY WASTELINE UNDERGROUND TOOIL SEPARATOR4" SCH. 80 PRIMARY POWERCONDUIT WITHPULL WIRECONST. IN ACC. W/ NATIONAL ELEC. CODEINCLUDING BUT NOT LIMITED TO MIN.DEPTH AND MATERIAL SPECIFICATION.COORDINATE EXACTCONNECTION POINTWITH PANELLOCATION48" RADIUS SWEEP (TYP.) ORAS REQ. BY ELECT. UTILITYRELOCATEDELEC. BOX(EXTEND AS REQ.)PROPOSED225 LF OF 8" PVCWATER MAIN1-1/2" RPZ2" WATER METER8"X2" TEE8" TEEPROPOSEDGATE VALVEOIL/WATER SEPARATOR(SCHIER OS-100 ORAPPROVED EQUAL )INLET/OUTLET INV.= 17.XXINCLUDE RISERS TOMATCH FINISHED GRADEPROPOSED 30 LFOF 4" DIP @1% SLOPESANITARYCLEANOUT(TYP.)SANITARYCLEANOUTINV.=17.XX4" X6"X6" WYECONNECT TOSANITARY FROMBUILDING REFERTO PLUMBINGDRAWINGS6" PVCCONNECT TOBUILDING WATERSUPPLY SYSTEMSEE PLUMBINGDRAWING8" TEEPROPOSEDFDC FIRE DEP.CONNECTIONNEW BALLARD(TYP.)PROP. DOUBLEDETECTOR CHECKVALVE ASSEMBLYW/ CONC. PAD(PER IRC DETAILS)1-1/2" WATER SERVICEPROPOSED 6"FIRE SERVICETO BLDG.File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(011)_C4.3 UTILITY PLAN.dwg Date: 5/31/2019 9:48 AM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C4.3UTILITY PLAN1.SEE SHEET C4.1 FOR NOTESAND LEGEND.051020
TSATSATSATSATSATSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFASTOPXXXXXX
POND NO.2
POND NO.1STOP10+0011+0012+0013+0014+0015+0015+50F.F.=20.70HANGAR DTHE CONTRACTOR SHALLROUTE ALL TRAFFIC ONTOAND OFF THE SITE USINGTHE ROCK CONSTRUCTIONENTRANCE. ADDITIONALENTRANCES MAY BECONSTRUCTED AT THECONTRACTOR'S EXPENSE.ROCK CONSTRUCTIONENTRANCE FIELD LOCATETO BE CONSISTENT WITHCONTRACTOR'S OPERATIONSSWMRPZ SSSSSSSSS-1S-2S-3S-4FDCc.o.c.o.c.o.UTUTUEUES-5IPIPIPIPIPIPIPFile Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(012)_C5.1-(SWPP PLAN).dwg Date: 6/3/2019 1:29 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C5.1STORMWATER POLLUTIONPREVENTION PLAN NO.11. SEE THIS SHEET FOR LEGEND.NEW ASPHALT PAVEMENTTSATAXIWAYSAFETY AREATOFATAXILANE OBJECTFREE AREAIPINLET PROTECTIONLEGEND0102040SFTEMPORARY SILT FENCE21.00PROPOSED CONTOUR
STORMWATER POLLUTION PREVENTION PLAN1.SILT FENCING AND ROCK CHECK STRUCTURES WILL BE REQUIRED TO CONTROL EROSION AS SHOWN ONTHE PLANS OR AT LOCATIONS DETERMINED BY THE ENGINEER. THE CONTRACTOR SHALL IMPLEMENTAND MAINTAIN THESE MEASURES THROUGHOUT CONSTRUCTION. ALL EROSION CONTROL DEVICESSHALL BE INSTALLED PRIOR TO ANY EXCAVATION OR CLEARING AND GRUBBING WORK. THE QUANTITYOF TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICE MAY BE INCREASED OR DECREASEDFROM THAT SHOWN IN THE DRAWINGS BASED ON WEATHER, CONSTRUCTION PROCEDURES ANDACTUAL SITE CONDITIONS THAT OCCUR DURING CONSTRUCTION. SUCH VARIATIONS WILL NOT BECONSIDERED AS ALTERATIONS IN THE DETAILS OF CONSTRUCTION OR A CHANGE IN THE CHARACTER OFWORK.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 INLETPROTECTION SHALL BE IN ACCORDANCE WITH SECTION 985 OF THE FDOT STANDARD SPECIFICATIONS.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.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.4.ANY ACCUMULATIONS OF SEDIMENT IN EXISTING STORMWATER BASINS SHALL BE REMOVED AT THE ENDOF THE PROJECT AND THE AREA SODDED AS DIRECTED BY THE ENGINEER.AT CORNERSGATHER EXCESSWITH GRATEDROP INLETFRAMEBURIED FABRICFILTER FABRICN.T.S.STAKE12'2 x 4" WOOD FRAME2'-6"
File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(013)_C5.2-(SWPPP NOTES).dwg Date: 5/31/2019 10:11 AM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C5.2STORMWATER POLLUTIONPREVENTION PLAN NO.2
BEGIN PROP. CL
161811+0012+0019.82
13+0019.82
19.90
14+0020.10 -0.000%0.399%PVI 12+31.87
ELEV = 19.82
PVI 13+30.25
ELEV = 19.82
PVI 14+27.14
ELEV = 20.21LPROP. C ELEV.PROPOSED CENTERLINEPROFILE GRADEFile Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(011)_C6.1-PROFILE.dwg Date: 5/20/2019 4:53 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C6.1TAXILANE "E"PROFILEHORIZ. SCALEVERT. SCALE161820222426161820222426TAXILANE "E" PROFILE
File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(012)_C7.1-C7.2-CONSTRUCTION DETAILS.dwg Date: 5/28/2019 4:56 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C7.1CONSTRUCTION DETAILS
File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(015)_C7.1-C7.2-CONSTRUCTION DETAILS.dwg Date: 5/30/2019 5:10 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C7.2CONSTRUCTION DETAILS
File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(016)_C7.3-C7.4-UTILITY DETAILS.dwg Date: 6/4/2019 12:07 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C7.3UTILITY DETAILS
File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(016)_C7.3-C7.4-UTILITY DETAILS.dwg Date: 5/31/2019 11:33 AM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C7.4UTILITY DETAILS
TSATSATSATSATSATSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFASTOPXXXXXX
POND NO.2
POND NO.1STOP10+0011+0012+0013+0014+0015+0015+5020.00'24.00'20.00'24.00'20.00'20.00'5.00'FWMMECHJANEXITEXITEXITCOVERED PATIO
JANWMMECHEXITEXITEXITF ELEC.AIRCOMP.ROOM1HR FIRE WALL
1HR FIRE WALL
1HR FIRE WALL
1HR FIRE WALL CORR.CORR.NEW HANGAR D2.50'(TYP.)ASPHALTPARKINGASPHALTPARKING60°'WHEEL STOP(TYP.)NEW STOP SIGNR1-1, 30X30R3-5, 30X36NEW SIGN PER FDOT INDEX 700-102PARKING BY DISABLED PERMITONLY, 12 x 18 FINE $250 MAX, 6 x 12NEW STOP SIGNR1-1, 30X30R3-5, 30X36NEW SIGN PER FDOT INDEX 700-102PARKING BY DISABLED PERMITONLY, 12 x 18 FINE $250 MAX, 6 x 12NEW GATE ARMEQUIPMENTR1-130" STOP SIGN4
0
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0
0
'YIELD TO AIRCRAFT24" SOLID WHITESTOP BARENTRY SIGNFAA NO ENTRY SIGNFAA NO File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(016)_C8.1-MARKING PLANS.dwg Date: 6/4/2019 11:50 AM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C8.1MARKING PLANMARKING AND SIGNING NOTES0102040MARKING AND SIGNING NOTES:1.ALL PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH FDOTSTANDARD PLANS INDEX 711-001, INCLUDING ALL MATERIALS,COLORS, LENGTH, WIDTH, AND ANY OTHER DIMENSIONS, EXCEPTFOR DIMENSIONS SHOWN OTHERWISE ON THIS DETAIL.2.ALL SIGNS SHALL BE INSTALLED PER APPLICABLE FDOT STANDARDPLANS AND SPECIFICATIONS. ALL SIGN POSTS SHALL BEINSTALLED IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX700-010 USING INDIAN RIVER COUNTY WIND SPEED (150 MPH).
10+0011+0012+0013+0014+0015+0015+50TSATSATSATSATSATSATSATSATSATSATSATSATSATSATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFASTOPXXXXXX
POND NO.2
POND NO.1STOPNEW HANGAR DFile Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(017)_C9.1-C9.2 LANDSCAPE PLAN AND NOTES.dwg Date: 6/3/2019 12:02 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C9.1LANDSCAPE PLAN1.SEE THIS SHEET FOR ANDLEGEND.0102040LEGENDASPHALT PAVEMENTBUILDINGCONCRETE AREABAHAISWEET VIBURNUM 24" MIN. ATPLANTING PLANNED AT 24" O.C.SILVER BUTTON WOODSABAL PALMEXISTING PALM TREE
File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(017)_C9.1-C9.2 LANDSCAPE PLAN AND NOTES.dwg Date: 5/31/2019 10:15 AM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"C9.2LANDSCAPEDETAILS & NOTES1.SEE THIS SHEET FOR ANDLEGEND. PLANT SCHEDULESCALE:SECTION/ELEVATIONSHRUB AND GROUNDCOVER PLANTING DETAILN.T.S L-0213" MIN. DEPTH (TYP.)OF ALL PLANTING PITSASSURE PERCOLATIONCONTRACTOR SHALLPRIOR TO INSTALLATION1.)NOTE:SCALE:SECTION/ELEVATIONTREE PLANTING DETAIL N.T.S. L-02312" MIN. DEPTH OF PLANTING SOILEXCAVATED TO RECEIVE PLTG, SOIL &PREPARE PLANTING SOIL AS SPEC'D.USED IN MASS, ENTIRE BED TO BEPLANT MATERIAL, AS SPEC'D.WHEN GROUND & SHRUBS AREFOR GROUNDCOVER BEDSOIL BERM TO HOLD WATER, 6" TYP.MINI PINE BARK NUGGETS, 1"MAXIMUM SIZEFINISH GRADE, SEE GRADING PLANSCALE:SECTION/ELEVATIONPALM PLANTING DETAILN.T.S. L-024AS SPECIFIEDPAINT BROWNPREASSEMBLED PALM SAVERCOLLAR BY STAKING SYSTEM(OR APPROVED EQUAL)3 EACH 2" X 4"PAINT BROWNPREPARED PLANTING SOILSOIL BERM 6" (TYP.)3 - 2'X4" STAKE (TYP.)3" MULCH MIN. (TYP)PALM C.T.FINISH GRADE1/3RD HT. OFSOIL BERMS ARE TO BECONSTRUCTED AT RIGHTANGLES TO THE TREE ORSHRUB OR IN THE POSITIONWHICH WILL MOSTEFFECTIVELY SERVE THEPURPOSE OF RETAININGWATER AT THE BASE OFTHEPLANT.ARBOR TIE NOTE:(STAKING COMPONENTS MANUFACTURE BY STAKING2.)PRIOR TO INSTALLATIONOF ALL PLANTING PITSASSURE PERCOLATIONCONTRACTOR SHALLSYSTEMS INC. OR APPROVED EQUAL>)2.)3.)4.)20 GAL. TREEGATOR/WATER RESERVOIRCOMMON NAME QTY.TREESSIZENOTESLIVE OAK HIGH RISE0SOD AND GRASSESSHRUBS/GROUNDCOVERSWEET VIRBUNUM24'' o.c.XXPLUMBAGO30'' o.c.24" MIN. AT PLANTINGXXXXSOD AREAS ASSHOWN ON PLANSBAHAI10' MIN. HT, STANDARD TRUNKSILVER BUTTON WOOD1412'-14' clear straight trunkSABAL PALM5NOTE: SEE CIVIL DRAWINGS FOR ALL OTHER GRASS AREAS.S.F. TBDLANDSCAPE NOTES1.THE CONTRACTOR SHALL REVIEW ARCHITECTURE/ENGINEERING PLANS TO BECOMETHOROUGHLY FAMILIAR WITH SURFACE AND SUBSURFACE UTILITIES.2.THE PLANT QUANTITIES SHOWN ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THECONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYINGALL QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECTFOR CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK.3.ALL INSTALLATION OF PLANT MATERIAL SHALL COMPLY WITH APPLICABLE JURISDICTIONALCODES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATEDWITH THIS WORK.4.PRIOR TO PLANTING INSTALLATION, THE CONTRACTOR SHALL CONFIRM THE AVAILABILITYOF ALL THE SPECIFIED PLANT MATERIALS. SUBMIT DATED PHOTOGRAPHS OF TREEMATERIAL AND SPECIMEN PLANT MATERIAL TO THE OWNER'S REPRESENTATIVE FORREVIEW.5.ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES. CONTAINER SIZE SHALL BEINCREASED IF NECESSARY TO PROVIDE OVERALL PLANT SIZE SPECIFIED.6.IF PLANT MATERIAL DOES NOT COMPLY WITH THE REQUIREMENTS AS SPECIFIED HEREIN,THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REJECT SUCH PLANTS ANDREQUIRE THE CONTRACTOR TO REPLACE REJECTED WORK AND CONTINUE SPECIFIEDMAINTENANCE UNTIL REINSPECTED AND FOUND TO BE ACCEPTABLE.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR STABILITY AND PLUMB CONDITION OF ALLTREES AND SHRUBS, AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED BYINSTABILITY OF ANY PLANT MATERIALS. STAKING OF TREES OR SHRUBS SHALL BE DONE INACCORDANCE WITH PLANS AND SPECIFICATIONS.8.THE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS ANDPLANTERS. IF INADEQUATE VERTICAL DRAINAGE IS ENCOUNTERED, THE CONTRACTORSHALL SUBMIT RECOMMENDATIONS FOR PROVIDING ADEQUATE DRAINAGE TO THEOWNER'S REPRESENTATIVE.9.PEG SPECIFIED SOD ON SLOPES GREATER THAN 3:1.10.THE CONTRACTOR SHALL ENGAGE A QUALIFIED TREE SURGEON WHO HAS SUCCESSFULLYCOMPLETED TREE PROTECTION AND TREE TRIMMING WITH FIVE YEARS OR MOREEXPERIENCE, TO PERFORM THE FOLLOWING WORK:11.REMOVE BRANCHES FROM TREES THAT ARE TO REMAIN, IF REQUIRED, AS DIRECTED BYOWNER'S REPRESENTATIVE.12.PERFORM INITIAL PRUNING OF BRANCHES AND STIMULATION OF ROOT GROWTH WHEREREMOVED TO ACCOMMODATE NEW CONSTRUCTION.13.PERFORM TREE REPAIR WORK FOR DAMAGE INCURRED BY NEW CONSTRUCTION.14.CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION SYSTEM FOR RELOCATED TREES.15.CONTRACTOR SHALL PROTECT EXISTING VEGETATION TO REMAIN AS SHOWN ON DRAWINGSOR BY MEANS APPROVED BY THE OWNER'S REPRESENTATIVE.16.THE CONTRACTOR SHALL BEAR ALL COSTS OF TESTING OF SOILS, AMENDMENTS, ETC.ASSOCIATED WITH THE WORK. SEE SPECIFICATIONS FOR ADDITIONAL TESTINGREQUIREMENTS.17.CONTRACTOR SHALL CONTACT THE PROJECT LANDSCAPE ARCHITECT PRIOR TO PLANTMATERIAL INSTALLATION SO THAT HE MAY FIELD-ADJUST LOCATION OF PLANT MATERIALPRIOR TO INITIATING INSTALLATION FOR THE REVIEW AND APPROVAL OF THE OWNER'SREPRESENTATIVE.18.ALL PLANT MATERIAL SHALL BE IN FULL AND STRICT ACCORDANCE WITH FLORIDA NO. 1GRADE, ACCORDING TO THE "GRADES AND STANDARDS FOR NURSERY PLANTS" PUBLISHEDBY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.19.ALL PLANTING BEDS SHALL BE TOP-DRESSED WITH A 3" LAYER OF MINI PINE BARK MULCH ASSPECIFIED. ALL TREES SHALL HAVE A 3" THICK, 24" RADIUS (FROM THE TRUNK) MULCH RINGPLACED AROUND THE BASE OF THE TRUNK.20.SHRUB AND GROUND COVER BED QUANTITIES ARE INDICATED ON THE PLANT LIST. PLANTACCENT SHRUBS AND TREES AS SHOWN ON THE LANDSCAPE PLANTING PLANS WHENINDIVIDUAL PLANTS ARE DELINEATED.21.PALM HEIGHTS, AS INDICATED ON THE PLANS, REFER TO CLEAR TRUNK (C.T.), GRAY WOOD(G.W.), OR OVERALL HEIGHT (O.A.) AS SPECIFIED ON THE PLANT LIST. CONTRACTOR SHALLCOORDINATE ALL PLANTING WORK WITH IRRIGATION WORK.22.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HAND WATERING AS REQUIRED TOSUPPLEMENT IRRIGATION WATERING AND RAINFALL.23.CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING IN ALL PLANTING AREAS,REGARDLESS OF THE STATUS OF EXISTING OR PROPOSED IRRIGATION.24.CONTRACTOR SHALL REGRADE ALL AREAS DISTURBED BY PLANT REMOVAL, RELOCATION,AND/OR INSTALLATION WORK.25.CONTRACTOR SHALL REPLACE (BY EQUAL SIZE AND QUALITY) ANY AND ALL EXISTING PLANTMATERIAL DISTURBED OR DAMAGED BY PLANT REMOVAL, RELOCATION, AND/ORINSTALLATION WORK.26.MAINTENANCE SHALL BEGIN AFTER EACH PLANT HAS BEEN INSTALLED AND SHALLCONTINUE UNTIL THE DATE OF SUBSTANTIAL COMPLETION. MAINTENANCE INCLUDESWATERING, PRUNING, WEEDING, MULCHING, REPLACEMENTS OF SICK OR DEAD PLANTS,AND ANY OTHER CARE NECESSARY FOR THE PROPER GROWTH OF THE PLANT MATERIAL.27.UPON COMPLETION OF ALL LANDSCAPING, AN INSPECTION FOR SUBSTANTIAL COMPLETIONOF THE WORK SHALL BE HELD. THE CONTRACTOR SHALL NOTIFY THE OWNER'SREPRESENTATIVE FOR SCHEDULING THE INSPECTION AT LEAST SEVEN (7) DAYS PRIOR TOTHE ANTICIPATED INSPECTION DATE.28.CONTRACTOR SHALL SUBMIT WRITTEN GUARANTEE OF SURVIVABILITY OF ALL PLANTMATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION.29.THE CONTRACTOR SHALL REPLACE ANY DISTURBED SOD AREAS AND SOD ALL DISTURBEDAREAS WITH A TYPE TO MATCH THE EXISTING AREAS DISTURBED.30.IRRIGATION SYSTEM TO MEET ALL CITY OF JACKSONVILLE REQUIREMENTS AND STANDARDSFOR FLORIDA FRIENDLY STANDARDS.31.MINIMUM 50% OF ALL PLANTED MATERIAL TO BE NATIVE.GENERAL NOTESTHE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT SITE PRIOR TO BIDDING THE WORK. THE CONTRACTORSHALL FIELD VERIFY ALL EXISTING CONDITIONS AND LOCATION OF PROPOSED IMPROVEMENTS PRIOR TO INITIATING ANYCONSTRUCTION. LOCATION OF ALL UTILITIES AND BASE INFORMATION IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALLUNDERGROUND UTILITIES AND OBSTRUCTIONS PRIOR TO INITIATING WORK. CONTRACTOR SHALL BE RESPONSIBLE FORREPAIR OR REPLACEMENT OF ANY DAMAGE TO EXISTING ELEMENTS ABOVE OR BELOW GROUND TO ITS ORIGINALCONDITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. THE OWNER'S REPRESENTATIVE SHALL HAVETHE RIGHT, AT ANY STAGE OF THE OPERATIONS, TO REJECT ANY AND ALL WORK AND MATERIAL WHICH, IN HIS OPINION,DO NOT MEET WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. ALL GRADES, DIMENSIONS, AND EXISTINGCONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ON-SITE BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCIESSHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL VERIFY ALLDIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO START OF CONSTRUCTION AND/OR FABRICATION.CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONSSHOWN ON THESE DRAWINGS. REPORT ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND FIELDCONDITIONS TO THE OWNER'S REPRESENTATIVE.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING CONSTRUCTION OPERATIONS TOPROTECT THE PUBLIC ACCORDING TO ALL APPLICABLE CODES AND RECOGNIZED LOCAL PRACTICES. THE CONTRACTORSHALL COORDINATE ACCESS AND STAGING AREAS WITH THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALLMAINTAIN ALL EXISTING EROSION AND SEDIMENTATION CONTROL MEASURES DURING CONSTRUCTION. PROVIDEADDITIONAL MEASURES AS NECESSARY TO MINIMIZE ADVERSE IMPACTS IN ACCORDANCE WITH ALL APPLICABLE FEDERAL,STATE, AND LOCAL CODES. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN CONSENT OF THE OWNER'SREPRESENTATIVE. DURING THE COURSE OF THIS WORK, EXCESS WASTE MATERIAL SHALL BE REMOVED DAILY FROM THESITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF WORK WITH OTHER TRADESAND THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 HRSMINIMUM PRIOR TO DIGGING FOR FIELD VERIFICATION OF ALL UNDERGROUND UTILITIES. ALL EXISTING SITE ROADS,PARKING LOTS, CURBS, UTILITIES, SEWERS, AND OTHER ELEMENTS TO REMAIN SHALL BE FULLY PROTECTED FROM ANYDAMAGE UNLESS OTHERWISE NOTED.(10' MIN. HT, 2" DBH,CROWN AT PLANTING)24" MIN. AT PLANTINGDWARF MUHLY GRASS ORDWARF FIRECRCKER24'' o.c.24" MIN. AT PLANTING1.)SEE PLANT LIST FOR (O.C.) SPACING.18" MIN. SETBACK FOR SHRUBSTO BE TRIANGULAR SPACING.ALL SHRUBS/GROUNDCOVER SCALE:SECTION/ELEVATIONPLANT SPACING DETAILN.T.S. L-022SPACING ACCORDING TO THIS PLANTED AT APPROPRIATE PORTIONS OF EACH BED SHALL BE SHOWN IN THE PLANT LIST. INTERIOR THE PLANS AND AT THE SPACING WITH A ROW OF SHRUBS AS SHOWN IN PLANTING BEDS SHALL BE PLANTED THE PERIMETER OF ALL CURVED NOTE: 12" MIN. SETBACK FOR GROUNDCOVERSCURB / EDGE OF PAVEMENT/BED LINE1.)CABBAGE PALMS ONLY SHALL BEHURRICANE CUT' TO REMOVE ALLFRONDS. CUT THE LEADER ORCENTRAL BUD BACK, LEAVINGONLY SECTIONS OF THE FRONDSCLOSE TO THE PALM NUTCONTRACTOR SHALL ASSUREPERCOLATION OF ALL PLANTINGPITS PRIOR TO INSTALLATIONFINAL TREE STAKINGTO BE APPROVED BYOWNER PRIOR TOINSTALLATION.EXISTING OAK0TO BE RELOCATED TO NEWLOCATION AS SHOWN
FWMMECHJAN14'-4"EXITEXITEXIT
10'-0"5'-0"8'-0"15'-0"112'-0"11'-0"5'-0"10'-0"10'-0"10'-0"12'-0"COVERED PATIO20'-0"18'-0"20'-0"52'-0"58'-0"52'-0"9'-0"5'-0"6"6"4"4"6"1'-0"65'-0"ELEC.AIRCOMP.ROOM1HR FIRE WALL1HR FIRE WALL METERSELECT PANELSPHONE/COMM WALLSTUCCO FINISHKNOX BOXCORR.5'-0"234PAINTED GRAPHIC &PAVEMENT MARKING(TYP.)5'-0"NO AIRCRAFTBEYOND THIS POINTEPOXY FLOORINGSEALEDCONCRETEFIRE RATEDC.M.U. E.J. (TYP.)TRANSLUCENTPANEL ABOVE (TYP.)PROVIDE FIRESPRINKLER SYSTEM INAC AND ELEC. ROOMSCALE : 3/16" = 1'-0"WEST OFFICE FLOOR PLAN1A-2.0File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(017)_Floor Plans.dwg Date: 6/4/2019 12:15 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"A1.0FLOOR PLAN NO.1FINISHED SPACE / WALLSCONDITIONED SHELLTRUEN
FWMMECHJAN14'-4"EXITWMECHEXITFDE14'-6"F12'-6"7'-0"9'-0"5'-0"6"6"4"6"65'-0"30'-0"65'-0"65'-0"65'-0"65'-0"ELEC.AIRCOMP.ROOM1HR FIRE WALL
1HR FIRE WALL
1HR FIRE WALL
1HR FIRE WALL METERSELECT PANELSPHONE/COMM WALL2 1/2"SLOPE2 1/2"SLOPE2 1/2"SLOPE2 1/2"SLOPE2 1/2"SLOPE2 1/2"SLOPE2 1/2"SLOPE 2 1/2"SLOPE2 1/2"SLOPE2 1/2"SLOPE2 1/2"
SLOPE
2 1/2"
SLOPE TRANSLUCENTPANEL ABOVE (TYP.)PER MFR.TRENCH DRAIN & VAULT (TYP.)(REF. CIVIL DWGS. FOR OILSEPARATOR)4'-0" X 4'-0" CATCH BASIN (TYP.)WITH AUTOMATIC CTRLSHUT-OFF VALVE(SEE DETAILS)NO AIRCRAFTBEHIND THISPOINT8" DIP EMERGENCY DISCHARGE PIPEROUTE TO AVOID FOOTINGS4" DIP SANITARY WASTE LINE UNDERGROUND TO OIL SEPARATORSEE CIVIL DRAWINGS FOR SPECIFICATION AND LOCATION OF OILSEPARATOR AND CONTINUATION OF PIPING2 WAYGCO2 WAYGCOSTUCCO FINISHKNOX BOXCORR.CPAINTED GRAPHIC &PAVEMENT MARKING(TYP.)5'-0"NO AIRCRAFTBEYOND THIS POINTEPOXY FLOORINGFIRE RATEDC.M.U. E.J. (TYP.)TRANSLUCENTPANEL ABOVE (TYP.)PAINTED GRAPHIC &PAVEMENT MARKING(TYP.)5'-0"NO AIRCRAFTBEYOND THIS POINTTRANSLUCENTPANEL ABOVE (TYP.)FIRE RATEDC.M.U. E.J. (TYP.)EPOXY FLOORINGPROVIDE FIRESPRINKLER SYSTEM INAC AND ELEC. ROOMSCALE : 1/8" = 1'-0"HANGAR "D" FLOOR PLAN1A-2.0File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(017)_Floor Plans.dwg Date: 6/4/2019 12:06 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"A1.1FLOOR PLAN NO.2TRUENFINISHED SPACE / WALLSCONDITIONED SHELL
5'-0"JANWMMECH15'-0"15'-0"EXITEXITEXIT
5'-0"
10'-0"
10'-0"10'-0"13'-0"112'-0"11'-0"11'-0"5'-0"10'-0"10'-0"10'-0"5'-0"35'-0"F10'-0"14'-6"F12'-6"11'-6"7'-0"5'-6"2'-6"65'-0"35'-0"65'-0"1HR FIRE WALL1HR FIRE WALL
CORR.G234PAINTED GRAPHIC &PAVEMENT MARKING(TYP.)5'-0"NO AIRCRAFTBEYOND THIS POINTTRANSLUCENTPANEL ABOVE (TYP.)FIRE RATEDC.M.U. E.J. (TYP.)EPOXY FLOORINGSEALEDCONCRETESCALE : 3/16" = 1'-0"EAST OFFICE FLOOR PLAN1A-2.0File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(017)_Floor Plans.dwg Date: 6/4/2019 12:03 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"A1.2FLOOR PLAN NO.3FINISHED SPACE / WALLSCONDITIONED SHELLTRUEN
12EL.: (+) 15'-0"EAVE HT.(TYPICAL)RIDGE MONOVENTSEL.: 0'-0"T.O. CONC. CURB3(TYPICAL)TRANSLUCENT SKYLIGHT PANELS20'-0"
HANGAR DOOR HEIGHT
5'-0"DOWNSPOUTSBI-FOLD DOORBI-FOLD DOOR(TYPICAL)RIDGE MONOVENTSCOVEREDPORCHOBSTRUCTION LIGHT6PRE-FIN. METAL SIDINGBY MTL. BLDG. MFR.EL.: (-) 0'-6" EL.: 0'-0"T.O. CONC. CURBEL.: (+) 10'-0"T.O. COLOR CHANGE54EAVE HT.EAVE HT.EL.: (+) 15'-0"EL.: (+) 24'-0"RIDGE HT.EL.: (+) 27'-0"PRE-FIN. METALSIDING BY MTL.BLDG. MFR.(STD. 5'-0" HT. BY PRE-FAB. FIGERGL.TRANSLUCENT PANELS METAL BLDG. MFR.)RIDGE HT.EL.: (+) 18'-0"STANDING SEAMMETAL ROOFINGSTANDING SEAMMETAL ROOFINGDOWNSPOUTSBI-FOLD DOOR(TYPICAL)RIDGE MONOVENTS(TYPICAL)TRANSLUCENT SKYLIGHT PANELS(TYPICAL)SCALE : 1/8" = 1'-0"WEST ELEVATION1A-2.0File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(018)_A-2.1 (West Elevation View).dwg Date: 5/30/2019 5:50 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"A2.0EXTERIOR ELEVATIONSNOTE:1.OPPOSITE SIDE SIMILAR, ALSO WITHSIDING COLOR CHANGE ANDTRANSLUCENT WALL PANELS.
PRE-FIN. METAL SIDINGBY MTL. BLDG. MFR.EL.: (-) 0'-6" EL.: 0'-0"T.O. CONC. CURBEL.: (+) 10'-0"T.O. COLOR CHANGEEAVE HT.EAVE HT.EL.: (+) 15'-0"EL.: (+) 24'-0"RIDGE HT.EL.: (+) 27'-0"RIDGE HT.EL.: (+) 18'-0"PRE-FIN. METALGABLE END TRIMBY MTL. BLDG MFR.112PRE-FIN. METAL SIDINGBY MTL. BLDG. MFR.ABC112SURFACE MOUNTED LIGHTS6" TALL LETTERS FOR ADDRESSOBSTRUCTION LIGHTSHED BEYONDELECTRICAL COMPRESSORSTUCCO FINISHEDSCALE : 3/16" = 1'-0"SOUTH ELEVATION1A-2.1File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(019)_A-2.1 (South Elevation View).dwg Date: 6/4/2019 11:55 AM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"A2.1EXTERIOR ELEVATIONS
PERSONNEL ACCESS DOORS INBI-FOLD HANGAR DOORS, TYP.(NOT AN EXIT)GROUP S-1 HANGARSFEFEFEGROUP B OFFICESGROUP B OFFICESOUTDOOR COVERED PORCHSINGLE EXIT, TYP.PERMITTED = 7 OCCUPANTS100' COMMON TRAVELACCESSORY USE 160 S.F.FEFEFE56'-4"56'-1"38'-3"44'-11"COMMON PATH OF EXITTRAVEL = 89'-11"PERMITTED = 100'89'-11"74'-5"72'-5"51'-3"89'-11"NOT AN EXITNOT AN EXITMAX.
DIAGONAL
=198'-434"MIN. EXIT SEPARATION =122'-214"(13 MAX. DIAGONAL PERMITTED FOR SPRINKLERED USES)FWMMECHJAN14'-4"EXITEXITEXIT10'-0"5'-0"8'-0"15'-0"12'-0"11'-0"5'-0"10'-0"10'-0"10'-0"12'-0"COVERED PATIO20'-0"18'-0"20'-0"52'-0"5'-0"JANWMMECH15'-0"15'-0"EXITEXITEXIT
5'-0"
10'-0"
10'-0"10'-0"13'-0"
12'-0"11'-0"11'-0"5'-0"10'-0"10'-0"10'-0"5'-0"35'-0"FDE10'-0"14'-6"F52'-0"12'-6"11'-6"7'-0"5'-6"2'-6"9'-0"5'-0"6"6"4"4"6"1'-0"65'-0"30'-0"65'-0"35'-0"65'-0"65'-0"65'-0"ELEC.AIRCOMP.ROOM1HR FIRE WALL
1HR FIRE WALL
1HR FIRE WALL
1HR FIRE WALL CORR.CORR.ABC5'-0"G5'-0"
5'-0"1234SCALE : 3/32" = 1'-0"LIFE SAFETY PLAN1LS1.0File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(020)_LS1.0 -LS-2.0 (Life Safety Plan).dwg Date: 6/3/2019 10:47 AM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"LS1.0LIFE SAFETY PLANTRUENLEGEND1 HOUR RATED WALLEXIT1.SEE SHEET LS 2.0 FOR ADDITIONALNOTES AND CODE REQUIREMENTS.FIRE EXTINGUISHER (INACCORDANCE W/ NFPA10, EXACT LOCATION TOBE VERIFIED WITH CITYOF SEBASTIAN FIREDEPARTMENTFH
File Path: Y:\Sebastian (X26)\15-40.05 (Hangar D)\CADD-dwg\(020)_LS1.0 -LS-2.0 (Life Safety Plan).dwg Date: 5/30/2019 5:49 PM
Drawing Name:DateNo.DescriptionByREVISIONSNotes:15-40.055550 WEST IDLEWILD AVE. SUITE 102TAMPA, FLORIDA 33634 (813) 330-2701CERTIFICATE OF AUTHORIZATION NO.: 30862AMHJDHMAY 2019Project Name:HANGAR "D"LS2.0LIFE SAFETY NOTES1.APPLICABLE CODESA.FLORIDA BUILDING CODES (FBC) 6TH EDITION, 2017 & ALL AMENDMENTS AND REVISIONSADOPTED BY INDIAN RIVER COUNTY AND THE CITY OF SEBASTIAN BUILDING DEPARTMENTSB.NATIONAL ELECTRIC CODE (NEC) 2014 EDITION & ALL AMENDMENTS AND REVISIONSADOPTED BY INDIAN RIVER COUNTY AND THE CITY OF SEBASTIAN BUILDING DEPARTMENTSC.FLORIDA FIRE PREVENTION CODE, 6TH EDITION, 2017D.FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 6TH EDITION, 2017E.NFPA 409- STANDARD ON AIRCRAFT HANGARS, 2011 EDITION (INCORPORATED BYREFERENCE IN CHAPTER 35 OF THE 6TH EDITION FBC)2.DETERMINATION OF OCCUPANCY (FBC CHAPTERS 3 AND 4)A.STORAGE OCCUPANCY- AIRCRAFT HANGARS FBC 3.11.2 ARE GROUP S-1B.BUSINESS OCCUPANCY - OFFICE WINGS PER FBC 3.04.1 ARE GROUP BC.SECTION 412 AIRCRAFT RELATED OCCUPANCIES HAS ADDED REQUIREMENTS ANDREFERENCES NFPA 409 FOR FIRE SUPPRESSION SYSTEM REQUIREMENTS IN 412.4.6D.412.6.2 INDICATES THAT THE SINGLE FIRE AREA OF A HANGAR DOES NOT INCLUDE THE AREAOF OTHER USES SEPARATED BY A FIRE BARRIER OF AT LEAST ONE HOUR.E.TABLE 412.6 ALLOWS A MAXIMUM SINGLE FIRE AREA OF UP TO 12,000 SQUARE FEET OF TYPEIIB CONSTRUCTION TO BE CLASSIFIED AS A GROUP III HANGAR.F.THE HANGAR WILL NOT BE USED FOR THE HAZARDOUS OPERATIONS LISTED IN FBC 412.4.6.1.3.BUILDING DATAA.BUILDING CONSTRUCTION TYPE PROPOSED IS TYPE IIB PER FBC TABLE 601B.THE TOTAL BUILDING AREA OF THE PROPOSED FACILITY IS 17, 212 GROSS SQUARE FEETCONSISTING OF THE FOLLOWING:AREA DESCRIPTIONSQ.FT. %OFFICES AND RESTROOMS5,04629.3ELECTRICAL / COMPRESSOR ROOM 160 0.9HANGAR BAYS 11,31065.8COVERED PORCH 696 4.0TOTAL 17,212 100.0OCCUPANCY CALCULATIONS (FBC TABLE 1004.1.2)AREA DESCRIPTIONSQ.FT. # PERSONSOFFICES AND SUPPORT5,902 / 100S.F PER PERSON =59HANGARS11,310 / 500 S.F PER PERSON =23C.BUILDING HEIGHT ALLOWABLE PER TABLE 504.3 FOR THE PROPOSED OCCUPANCY ANDCONSTRUCTION TYPE IS 55 FEET. ACTUAL MAXIMUM HEIGHT TO THE RIDGE LINE ISAPPROXIMATELY 28 FEET.D.BUILDING NUMBER OF STORIES ABOVE GRADE PER TABLE 504.4 FOR THE PROPOSEDOCCUPANCY AND CONSTRUCTION TYPE IS 3 FOR GROUP B AND 2 FOR GROUP S-1. ACTUALNUMBER OF STORIES IS 1.4.NFPA 409 HANGAR CLASSIFICATION AND FIRE SUPPRESSIONA.FBC CONSTRUCTION TYPE IS IIB WHICH IS EQUIVALENT TO NFPA 220 TYPE II (000)B.MAXIMUM DOOR HEIGHT IS 20'C.HANGAR CLASSIFICATION IS GROUP III. THE HANGARS WILL NOT BE USED FOR MAINTENANCECLASSIFIED AS HAZARDOUS IN PAR.8.9.1.2 OFD.THE BUILDING WILL BE FULLY SPRINKLERED IN ACCORDANCE WITH NFPA 13. A FOAMSYSTEM IS NOT REQUIRED FOR THIS BUILDING.E.PAR. 8.9.2 AND 8.9.2.1 WOULD REQUIRE PORTABLE FIRE EXTINGUISHERS TO COMPLY WITHEXTRA HAZARD CLASSIFICATION5.ALLOWABLE BUILDING HEIGHT AND AREAA.PER TABLE 506.2, THE MAXIMUM ALLOWABLE AREA FOR GROUP B, UNSPRINKLERED, TYPE IIBIS 23,000 GSF.B.PER TABLE 506.2, THE MAXIMUM ALLOWABLE AREA FOR GROUP S-1, UNSPRINKLERED, TYPEIIB IS 17,500 GSF.C.THE PROPOSED GROSS AREA IS 17,212 GSF, THEREFORE ALLOWABLE UNDER THE MOSTRESTRICTIVE OCCUPANCY REQUIREMENTS.D.ALLOWABLE AREAS WITH A SPRINKLER SYSTEM ARE INCREASED AN ADDITIONAL 200%.E.PER TABLE 5.08.4, THE REQUIRED SEPARATION BETWEEN GROUP S-1 AND GROUP BIS “N” (NO SEPARATION REQUIRED). THUS, FOR HEIGHT AND AREA COMPLIANCE THIS COULDBE CONSIDERED AN UNSEPARATED OCCUPANCY, CONFORMING TO THE MOST RESTRICTIVEREQUIREMENTS PER 508.3.6.FIRE PROTECTION REQUIREMENTSA.PER TABLE 601, FOR CONSTRUCTION TYPE IIB, THERE ARE NO PROTECTION REQUIREMENTS(0-HOUR RATING) REQUIRED FOR THE PRIMARY STRUCTURAL FRAME, BEARING WALLS,NON-BEARING WALLS AND PARTITIONS (EXTERIOR OR INTERIOR), FLOOR CONSTRUCTION,AND ROOF CONSTRUCTIONB.PER TABLE 602, FOR CONSTRUCTION TYPE IIB AND OCCUPANCIES OF S-1 OR B, THERE ARE NOFIRE RESISTANCE RATINGS FOR EXTERIOR WALLS IF THE DISTANCE TO A PROPERTY LINE OROTHER PUBLIC WAY EXCEEDS 10'. ALL SEPARATIONS ARE OVER 30 FEET.C.PER FBC 412.4.1, EXTERIOR WALLS LESS THAN 30 FEET FROM PROPERTY LINES OR A PUBLICWAY SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 2 HOURS. ALL SEPARATIONSARE OVER 30 FEET.7.FIRE RESISTANT SEPARATIONS /OCCUPANCY SEPARATIONSA.PER TABLE 5.08.4, THE REQUIRED SEPARATION BETWEEN GROUP S-1 AND GROUP BIS “N” (NO SEPARATION REQUIRED).B.NFPA 409 PAR. 8.2.3 REQUIRES PARTITIONS SEPARATING SHOPS AND OFFICE FROM HANGARAREAS TO HAVE 1-HOUR FIRE RESISTANCE RATINGS AND 45-MINUTE DOORS.C.FBC 412.6.2 INDICATES THAT THE SINGLE FIRE AREA OF A HANGAR DOES NOT INCLUDE THEAREA OF OTHER USES SEPARATED BY A FIRE BARRIER OF AT LEAST ONE HOUR.D.WALLS AND OPENING BETWEEN THE OFFICES AND HANGARS WILL COMPLY WITH THESEREQUIREMENTS.8.EGRESS REQUIREMENTSA.PER FBC TABLE 1006.2.1, BUSINESS OCCUPANCIES WITH A MAXIMUM OCCUPANT LOAD OF49 OR FEWER CAN HAVE ONLY ONE EXIT, PROVIDED THAT THE MAXIMUM COMMON PATHOF TRAVEL DOES NOT EXCEED 100 FEET FOR A SPRINKLERED OCCUPANCY. THE EAST ENDOFFICE AREA HAS 21 OCCUPANTS. THE WEST END OFFICE AREA HAS 30 OCCUPANTS.B.CORRIDORS IN GROUP B OCCUPANCIES SERVING MORE THAN 30 OCCUPANTS MUST BE1-HOUR RATED IN UNSPRINKLERED BUILDINGS. NO RATING IS REQUIRED IF THE BUILDING ISSPRINKLERED.C.NFPA 409, PAR. 8.8.1 REQUIRES PERSONNEL EXIT DOORS FROM HANGAR AREAS ATINTERVALS NOT EXCEEDING 150 FEET ON EXTERIOR WALLS AND 100 FEET ON INTERIORWALLS. MEANS OF EGRESS FROM HANGARS MUST ALSO MEET NFPA 101, WHICH ISINCORPORATED INTO THE FLORIDA FIRE PREVENTION CODE. TWO PERSONNEL EGRESSDOORS ARE PROVIDED FROM EACH HANGAR BAY, WHICH COMPLIES WITH NFPA 101; PAR.40.6 AND NFPA 1, 21.1.4.9.OTHER NOTABLE REQUIREMENTSA.FBC 412.4.3 REQUIRES THE HANGAR FLOORS TO BE GRADED TO DRAINS AND THE DRAINS TOTHROUGH AN OIL SEPARATOR TO THE SEWER.B.NFPA 409 8.7.1 REQUIRES ELECTRICAL SYSTEMS TO COMPLY WITH HANGAR PROVISIONS OFNFPA 70 ARTICLE 513C.NFPA 409 8.7.2 REQUIRES FLOOR GROUNDING RECEPTACLES.10.STRUCTURAL LOADS AND WIND FORCES (FBC CHAPTER 16)A.CODE: FBC 6TH EDITION 2017. ALL LOADS REQUIRED BY PAR. 1603.1 SHALL BE INCLUDED INTHE CONSTRUCTION DOCUMENTS BY THE ENGINEER OF RECORDB.WIND SPEED: 160 MPH, 3-SECOND GUST PER 1609.3 MAPSC.EXPOSURE CATEGORY "C".D.OPENINGS: HURRICANE LARGE MISSILE IMPACT PROTECTED PER FBC PAR. 1609.1.2LIFE SAFETY REQUIREMENTS