HomeMy WebLinkAboutF - ITB #24-06 Rehabilitation of Alpha Aprons at Sebastian Municipal Airport Addendum 1 Attachment - Design Plans for ApronsREHABILITATION OF ALPHA APRONS
PREPARED BY:
VICINITY MAP
CONSTRUCTION PLANS FOR:
TAMPA, FL 33634
5550 W. IDLEWILD AVENUE, SUITE 115
(813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
SHEET INDEX (CIVIL)
SHEET. No.DESCRIPTION
COVER
PROJECT LAYOUT PLANG1.1
G0.0
LOCATION MAP
GENERAL AND PHASING NOTESG2.1
FDOT FM NO.: 445975-1-94-01
SEBASTIAN, FLORIDA
MUNICIPAL AIRPORT
C1.1-C1.2
PAVEMENT LAYOUT AND MARKING PLANC3.1-C3.2
CONSTRUCTION PHASING AND SAFETY PLANS & DETAILS G1.2-G1.5
THE BELOW NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR
THE ABOVE SHEETS IN ACCORDANCE WITH RULE 61615-23.004, F.A.C.
ENGINEER OF RECORD:
HAMED JAFARIAN FL P.E. NO. 76516
C4.1 MARKING DETAILS
BID DOCUMENTS
FEBRUARY 2024
ITB #24-02
EXIST. CONDITION AND PROJECT PHOTOES
C2.1-C2.2 TYPICAL SECTIONS AND DETAILS
C1.3-C1.4 MILLING AND DEMOLITION PLAN
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CONNECTOR
LIMITS OF
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EXISTING
GATE NO.21
LIMITS OF
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EXISTING
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Drawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.13
5550 WEST IDLEWILD AVE. SUITE 115
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
AM
HJ DH
FEB 2024
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Project Name:
REHABILITATION
OF ALPHA APRONS
445975-1-94-01
PROJECT LAYOUT PLAN
G1.1
0 400200100
N
CONTRACTOR'S STAGING AREA
LEGEND
CONTRACTOR'S HAUL ROUTE
LIMIT OF CONSTRICTION
PHASE 1 BARRICADES
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A
OE/AAA POINT 1 STAGE AREA
257.81' (PART 77 MSL) - 17.0'
(GRND.EL.)
= 240.81' ALLOWABLE EQUIP.
HEIGHT
N: 1267231.7773
E: 817592.2966
LAT: N27° 49' 08.40"
LONG: W80° 30' 02.13"
OE/AAA POINT 2
223.84' (PART 77 MSL) - 17.0' (GRND.EL.)
= 206.84' ALLOWABLE EQUIP. HEIGHT
N: 1267001.3811
E: 817644.1933
LAT: N27° 49' 06.12"
LONG: W80° 30' 01.56"
62'
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Drawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.13
5550 WEST IDLEWILD AVE. SUITE 115
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
AM
HJ DH
FEB 2024
B
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Project Name:
REHABILITATION
OF ALPHA APRONS
445975-1-94-01
PHASING PLAN
0 20010050
1.SEE SHEET G1.1 FOR STAGE AREA
2.SEE SHEET G1.4 FOR BARRICADE
DETAILS.
3.SEE SHEET G2.1 FOR ADDITIONAL
SECURITY, SAFETY AND PHASING
NOTES.
G1.2
N
PHASING SCHEDULE
PHASE DESCRIPTION OF WORKLIQUIDATED IMPACT
$500 PER DAY
DURATION
7 CALENDAR
DAYS
DAMAGES
LEGEND
TYPE II LOW PROFILE
BARRICADES
CONTRACTOR'S
STAGING AREA
1
14 CFR PART 77 IMAGINARY
SURFACE ELEVATION30.00
PLACE BARRICADES, CLEAN APRON, REMOVE EXIST. ASPHALT, REMOVE EXIST. TIE-DOWNS,
REMOVE 1"-2" OF EXIST BASE, COMPACT/ ROLL EXISTING BASE, PRIME COAT, PLACE SP12.5 OR
P-401 OVERLAY, APPLY PERMANENT PAINT PER SPECS.
AIRPORT WILL BE OPEN TO ALL TAKEOFF AND LANDING
OPERATIONS ON RUNWAY "10-28" FOR PHASE 1. AIRPORT WILL
BE OPEN TO ALL TAKEOFF AND LANDING OPERATIONS ON
RUNWAY "5-23". THE CONTRACTOR MAY ONLY PERFORM WORK
DURING THE HOURS OF 7:00 AM TO 5:00 PM MONDAY-FRIDAY
AND 8:00 AM TO 5:00 PM ON SATURDAY, EXCLUDING, SUNDAYS,
AND HOLIDAYS. ANY DEVIATION FROM THIS SCHEDULE
REQUIRES PRE-APPROVAL FROM AIRPORT MANAGER
CONSTRUCTION PHASING NOTES:
1.PROJECT DURATION IS CONTINUOUS THROUGH ALL PROJECT PHASES.
THERE WILL BE NO LAPS IN TIME BETWEEN PHASES.
2.NO MEN OR EQUIPMENT PERMITTED IN THE RSA OR TSA WITHOUT
CLOSURES.
* PHASE 1 & 2 MAYBE PERFORMED SIMULTANEOUSLY FOR A 14
DAY TOTAL CONTRACT TIME
PHASE 1 CONSTRUCTION *
PHASE 2 CONSTRUCTION *
PHASE 2
BARRICADES
85
'
15
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TAXILANE
300'
OE/AAA POINT 3
32.22' (PART 77 MSL) - 18.0' (GRND.EL.)
= 14.26' ALLOWABLE EQUIP. HEIGHT
N: 1265209.2770
E: 817734.1655
LAT: N27° 48' 48.37"
LONG: W80° 30' 00.64"
PHASE 2
BARRICADES
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PRIMARY SURFACE
7:1 TRANSITIONAL
SURFACE
TYPE 2 APPROACH SURFACE (20:1
SLOPE)
7:1 TRANSITIONAL
SURFACE
OE/AAA POINT 4 (STAGE AREA)
72.4' (PART 77 MSL) - 18.0' (GRND.EL.)
= 54.4' ALLOWABLE EQUIP. HEIGHT
N: 1264928.0102
E: 81760.4260
LAT: N27° 48' 45.59"
LONG: W80° 30' 01.47"
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"A 10"
SIGN
"RUNWAY 10
NOISE ABATEMENT"
SIGN
"A ->"
10
WUP
WITH CAMERA
WV
HYD
SET MN&TT TP
NO ID
N:1265228.94
E:817634.44
BM EL=17.54 NAVD'88
SET R&C TP
NO ID
N:1265227.77
E:817210.70
BM EL=15.97 NAVD'88
25.00
50.00
75.00
100.00
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N 27° 48' 50.5900"
W 80° 30' 00.4782"
25
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B-II (SMALL) VISUAL ARPZ (1,000' x 250'
X 450') / 20:1 VISUAL APPROACH
(5,000' x 250' X 1,250')
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Drawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.13
5550 WEST IDLEWILD AVE. SUITE 115
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
AM
HJ DH
FEB 2024
B
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Project Name:
REHABILITATION
OF ALPHA APRONS
445975-1-94-01
PHASING PLAN
PHASING SCHEDULE
PHASE DESCRIPTION OF WORKLIQUIDATED
ISSUE NOTAM CLOSING RUNWAY 10-28.TURN OFF ALL AIRFIELD LIGHTING, PLACE LIGHTED "X"
CLOSURE ON RUNWAY 10-28. PLACE BARRICADES, CLEAN APRON, REMOVE EXIST. ASPHALT,
PERFORM MILLING OPERATION ON DESIGNATED AREA, REMOVE EXIST. TIE-DOWNS, REMOVE
1"-2" OF EXIST BASE, COMPACT/ ROLL EXISTING BASE, PRIME COAT, PLACE SP12.5 OR P-401
OVERLAY, APPLY PERMANENT PAINT PER SPECS.
IMPACT
AIRPORT WILL BE OPEN TO ALL TAKEOFF AND LANDING
OPERATIONS ON RUNWAY "10-28" FOR PHASE 2. AIRPORT WILL
BE OPEN TO ALL TAKEOFF AND LANDING OPERATIONS ON
RUNWAY "5-23". THE CONTRACTOR MAY ONLY PERFORM WORK
DURING THE HOURS OF 7:00 AM TO 5:00 PM MONDAY-FRIDAY
AND 8:00 AM TO 5:00 PM ON SATURDAY, EXCLUDING, SUNDAYS,
AND HOLIDAYS. ANY DEVIATION FROM THIS SCHEDULE
REQUIRES PRE-APPROVAL FROM AIRPORT MANAGER
CONSTRUCTION PHASING NOTES:
1.RUNWAY 10-28 WILL BE OPEN DURING PHASE 2.
2.PROJECT DURATION IS CONTINUOUS THROUGH ALL PROJECT PHASES.
THERE WILL BE NO LAPSES IN TIME BETWEEN PHASES.
3.CONTRACTOR MUST HAVE A RADIO TO MONITOR AIR TRAFFIC AT ALL TIME.
COMMON TRAFFIC ADVISORY FREQUENCY (CTAF) 123.05.
4.AVIATION SAFELY FLAG AND FLASHING LIGHT SHALL BE USED ON ALL
CONSTRUCTION EQUIPMENT PENETRATING P77 SURFACE.
5.REFER TO CSPP FOR MORE DETAILS.
DURATION DAMAGES
2
0 1005025
1.SEE SHEET G1.1 FOR STAGE AREA
2.SEE SHEET G1.2 FOR LEGEND.
3.SEE SHEET G1.4 FOR BARRICADE
DETAILS.
4.SEE SHEET G2.1 FOR ADDITIONAL
SECURITY, SAFETY AND PHASING
NOTES.
G1.3
N
$500 PER DAY7 CALENDAR
DAYS
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Drawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.13
5550 WEST IDLEWILD AVE. SUITE 115
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
AM
HJ DH
FEB 2024
B
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Project Name:
REHABILITATION
OF ALPHA APRONS
445975-1-94-01
PHASING PLAN
1.SEE SHEET G1.1 FOR BARRICADE
DETAILS AND ADDITIONAL BARRICADE
LOCATIONS.
2.SEE SHEET G2.1 FOR ADDITIONAL
SECURITY, SAFETY AND PHASING
NOTES.
G1.4
CAUTION 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 WHERE
WORK IS ADJACENT TO ACTIVE AIRCRAFT OR INSIDE OF AN ACTIVE
TAXIWAY'S SAFETY AREA. CAUTION LIGHTS TO BE RED IN COLOR AND
FLASHING DURING HOURS OF DARKNESS.
3)SECURE EACH BARRICADES WITH TWO SAND BAGS OR USE WATER
FILLED.
3'
MIN.
3'
MIN.
NOTE:
SAFETY FLAG SHALL BE PROMINENTLY DISPLAYED ON ALL
CONSTRUCTION EQUIPMENT. AN AMBER FLASHING LIGHT IS
REQUIRED FOR NIGHT WORK AND MAY BE SUBSTITUTED FOR
THE FLAG DURING THE DAY.
CONSTRUCTION SAFETY FLAGTRAFFIC CONE
N.T.S.
AVIATION ORANGE
AVIATION WHITE
1.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 139
2.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.FOR OTHER CONDITIONS RELATED TO SAFETY, SEE SPECIFICATIONS.
4.PRIOR TO THE CLOSURE OF ANY AIRFIELD PAVEMENT, THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 3
DAYS NOTICE SO A NOTAM CAN BE ISSUED.
5.AIRCRAFT TRAFFIC SHALL HAVE THE RIGHT-OF-WAY AT ALL TIMES.
6.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.
7.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.
8.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.
9.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.
10.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.
11.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.
12.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.
13.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.
14.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 BARRICADES.
15.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.
16.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.
17.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.
18.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.
19.FOR OTHER CONDITIONS RELATING TO SAFETY, SEE CONSTRUCTION SAFETY AND PHASING DOCUMENT (CSPP).
FLAG
(SEE DETAIL
THIS SHEET)
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Drawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.13
5550 WEST IDLEWILD AVE. SUITE 115
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
AM
HJ DH
FEB 2024
B
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Project Name:
REHABILITATION
OF ALPHA APRONS
445975-1-94-01
PHASING PLAN
1.SEE SHEET G1.1 FOR BARRICADE
DETAILS AND ADDITIONAL BARRICADE
LOCATIONS.
2.SEE SHEET G2.1 FOR ADDITIONAL
SECURITY, SAFETY AND PHASING
NOTES.
G1.5
14 CFR PART 77 SURFACES
(SEE SAFETY AND PHASING PLAN THIS
SHEET FOR ELEVATION)
14
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EQUIPMENT HEIGHT RESTRICTION DETAIL
N.T.S.
1.THE CONTRACTOR SHALL ADHERE TO THE MAXIMUM ALLOWABLE HEIGHT
REQUIREMENTS SHOWN IN THE PLANS. THE CONTRACTOR SHALL COORDINATE ALL
EQUIPMENT 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 TO
PROPERLY EVALUATE WHETHER ADDITIONAL AIRSPACE IMPACTS ARE LIKELY AND
WARRANT THE CONTRACTOR TO FILE A FORM 7460-1. THE ENGINEER'S DECISION SHALL
BE FINAL.
EQUIPMENT HEIGHT NOTESEQUIPMENT HEIGHT RESTRICTION
OE/AAA POINT NO.
(SEE SAFETY AND
PHASING PLAN)
MAXIMUM ALLOWABLE
EQUIPMENT HEIGHT
AT POINT
POINT 1 240.81 (FT)
SEE SHEET G1.2 & G1.3 FOR POINT LOCATIONS
C
RUNWAY 10-28
L
125' PRIM. SURFACE
7:1 T
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TAXIWAY "A"217'
POINT 2 206.84 (FT)
POINT 3
POINT 4
14.26 (FT)
54.4 (FT)
250' ROFA
200' ROFZ
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Drawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.13
5550 WEST IDLEWILD AVE. SUITE 115
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
AM
HJ DH
FEB 2024
B
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Project Name:
REHABILITATION
OF ALPHA APRONS
445975-1-94-01
GENERAL AND PHASING
NOTES
GENERAL NOTES
1.CONSTRUCTION STAKE-OUT SHALL BE PERFORMED BY CONTRACTOR IN ACCORDANCE
WITH ARTICLE 50-06 OF THE GENERAL PROVISIONS OF THE CONTRACT DOCUMENTS. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL MEASUREMENTS
THAT MAY BE REQUIRED TO LAY OUT THE CONSTRUCTION. THE COST OF STAKING WILL
NOT BE PAID FOR DIRECTLY AND SHALL BE INCLUDED IN THE UNIT PRICES FOR THE
VARIOUS ITEMS OF WORK.
2.THE CONTRACTOR WILL BE RESPONSIBLE FOR THE CLEANUP AND DISPOSAL OF ALL TRASH
AND DEBRIS CREATED BY HIS WORK OR PERSONNEL. NO BURNING IS ALLOWED ON SITE.
ALL TRASH AND DEBRIS MUST BE DISPOSED OF OFFSITE.
3.THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR ASPHALT AND OR
CONCRETE BATCH PLANT LOCATIONS WHICH MUST BE LOCATED OFF AIRPORT PROPERTY.
4.THE CONTRACTOR SHALL VISIT SITE TO DETERMINE EXISTING CONDITIONS PRIOR TO
SUBMITTING BID. THE CONTRACTOR SHALL REPORT TO THE ENGINEER ANY VARIATIONS
FROM THE INFORMATION SHOWN ON THE CONSTRUCTION PLANS.
5.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 BY
THE ENGINEER.
6.EXISTING EASEMENTS TO OTHER PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.
7.AIRFIELD PAVEMENTS SHALL BE KEPT FREE OF ALL DEBRIS, DIRT, ETC., AT ALL TIMES. ANY
SPILLAGE OF EXCAVATION OR OTHER MATERIAL SHALL BE CLEANED UP IMMEDIATELY BY
THE CONTRACTOR WITH A MOTOR DRIVEN SWEEPER OR VACUUM AS REQUIRED BY THE
ENGINEER. A PROGRAM OF REGULAR AIRFIELD PAVEMENT INSPECTION WILL BE PLANNED
BY THE CONTRACTOR, AIRPORT OPERATIONS AND THE OWNER'S REPRESENTATIVE.
SWEEPERS ARE TO BE EQUIPPED WITH NON-METALIC BROOMS.
8.ALL NON-PAVED AREAS OUTSIDE THE LIMITS OF CONSTRUCTION WHICH ARE DISTURBED
BY THE CONTRACTOR'S OPERATIONS, SUCH AS THE CONTRACTOR'S ACCESS ROAD,
STAGING AREA, HAUL ROUTES, ETC., SHALL BE RESTORED TO THEIR ORIGINAL CONDITION
AND GRASSED PER ITEM T-901 UPON COMPLETION OF THE PROJECT.
9.ANY DAMAGES DONE TO AIRPORT PROPERTY OR UTILITIES (SUCH AS RUNWAY, TAXIWAYS,
APRONS, FENCING, EXISTING CABLES) WILL BE REPAIRED BY THE CONTRACTOR TO THE
APPROVAL OF THE OWNER OF THE FACILITY IN A SATISFACTORY MANNER. THE
CONTRACTOR WILL BEAR ALL COSTS FOR REPAIRS USING INDUSTRY STANDARD
PRACTICES AND MATERIALS.
10.THE CONTRACTOR SHALL MAINTAIN SECURITY WITHIN THE PROJECT SITE AT ALL TIMES.
NO UNAUTHORIZED PERSONNEL SHALL BE ALLOWED ON THE SITE.
11.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.
12.THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR THE COMPLETION OF
THIS PROJECT.
13.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL ENVIRONMENTAL RULES
AND REGULATIONS OF THE CITY, COUNTY, STATE, ARMY CORPS OF ENGINEERS, AND ANY
OTHER JURISDICTIONAL AGENCIES, AND ALL CONDITIONS SET FORTH IN ENVIRONMENTAL
PERMITS.
14.AIRCRAFT OPERATING ON THE AIRFIELD MAKE THE CONSTRUCTION AREA A ZONE OF HIGH
LEVEL 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 ANY
PERSONNEL WORKING IN THE AREA.
15.ALL DISPUTES ARISING FROM THE CONTRACTOR SHALL BE DECIDED BY THE ENGINEER,
WHOSE DECISION SHALL BE FINAL.
16.BURNING OF DEBRIS WILL NOT BE ALLOWED ON AIRPORT PROPERTY.
17.ALL DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR UNLESS
OTHERWISE SHOWN IN THE CONTRACT DOCUMENTS. CONSTRUCTION AND DEMOLITION
DEBRIS SHALL BE LEGALLY DISPOSED OF OFF AIRPORT PROPERTY.
18.THE CONTRACTOR SHALL KEEP A WATER TRUCK ONSITE AT ALL TIMES FOR THE PURPOSE
OF CONTROLLING DUST AS REQUIRED BY THE CONTRACT DOCUMENTS.
HAUL ROUTE / STAGING
19.THE CONTRACTOR WILL BE RESPONSIBLE FOR THE STORAGE AND SECURITY OF HIS
MATERIAL AND EQUIPMENT AND SHALL ERECT STORAGE FACILITIES AND FENCING AS
NECESSARY. THE CONTRACTOR'S STORAGE AND STAGING AREA SHALL BE IN THE
LOCATION SHOWN ON DRAWING G-102-1.
20.THE CONTRACTOR'S STAGING AREA(S) AND HAUL ROUTES SHOWN ON THE PLANS ARE
GENERAL AND FOR INFORMATIONAL PURPOSES ONLY. THE ACTUAL SIZE AND LOCATION
OF STAGING AREAS AND HAUL ROUTES WILL BE APPROVED BY THE OWNER PRIOR TO
CONSTRUCTION.
21.CONTRACTOR WILL NOT BE ALLOWED TO USE ANY OF THE EXISTING RUNWAYS OR
TAXIWAYS AS PART OF THE HAUL ROAD UNLESS SPECIFICALLY AUTHORIZED BY THE
OWNER'S REPRESENTATIVE. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR CROSS
ANY RUNWAY AT ANY TIME WITH CONSTRUCTION VEHICLES OR EQUIPMENT.
22.ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA THROUGH THE
PROJECT ACCESS ROUTES APPROVED BY THE ENGINEER ONLY. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE SECURITY OF ALL GATES HE USES FOR ACCESS ONTO AIRPORT
PROPERTY. THE CONTRACTOR SHALL POST A GUARD AT ANY ACCESS GATE THAT IS NOT
LOCKED.
23.THE EXISTING AIRPORT PAVEMENTS ACCESS ROADS AND HAUL ROUTES MAY NOT BE
CAPABLE OF SUPPORTING CERTAIN TYPES OF CONSTRUCTION EQUIPMENT. PRIOR TO
BIDDING, THE CONTRACTOR SHALL FULLY SATISFY HIMSELF AS TO THE ABILITY OF THE
EXISTING AIRPORT PAVEMENTS TO SATISFACTORILY SUSTAIN THE TYPE OF EQUIPMENT HE
PLANS TO USE. CONTRACTOR SHALL SIZE THE EQUIPMENT USED FOR CONSTRUCTION
ACCORDINGLY. ANY DAMAGE CAUSED BY HAULING OR ANY OTHER CONSTRUCTION
ACTIVITY TO EXISTING PAVEMENT SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
24.THE OWNER'S REPRESENATIVE SHALL DESIGNATE AREAS TO BE USED BY THE
CONTRACTOR FOR THE PARKING OF CONSTRUCTION EQUIPMENT AND VEHICLES WHEN
NOT ENGAGED IN THE CONSTRUCTION DURING NON-WORKING DAYS AND NIGHTS AS WELL
AS AREAS FOR CONTRACTOR'S EMPLOYEES AUTO PARKING.
25.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL PERMANENT
AND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA.
MOVEMENT ON AIRFIELD
26.AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. THE
CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED AREAS AT ANY
TIME, UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER'S REPRESENTATIVE OR
AIRPORT OPERATIONS.
27.THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN ON THE
CONSTRUCTION SAFETY & PHASING PLAN, AND HIS APPROVED PHASING PLAN. THE
CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER'S
REPRESENTATIVE TO MINIMIZE INTERFERENCE TO AIRCRAFT OPERATIONS DURING
CONSTRUCTION.
28.NO CONTRACTOR VEHICLES, EQUIPMENT, OR PERSONNEL SHALL CROSS OR BE WITHIN
ANY RUNWAY SAFETY AREA OR WITHIN ANY TAXIWAY OBJECT FREE AREA AS DELINEATED
IN THE PLANS. THE CONTRACTOR SHALL NOT PARK OR LEAVE UNATTENDED ANY
EQUIPMENT WITHIN THE RUNWAY OBJECT FREE AREA (ROFA) OR THE RUNWAY
PROTECTION ZONE (RPZ). EQUIPMENT NOT MANNED AND BEING USED SHALL NOT BE
ALLOWED WITHIN THE ROFA OR RPZ.
29.ALL VEHICLES USED ON THE AIRFIELD SHALL MEET FAA REQUIREMENTS FOR MARKINGS
AND LIGHTING. (SEE AC 150/5210-5D).
30.ALL ACTIVE AIRPORT OPERATIONAL AREAS WHICH ARE ADJACENT TO A CONSTRUCTION
WORK AREA SHALL BE SEPARATED BY TYPE II LOW PROFILE BARRICADES OR OTHER
BARRIER APPROVED BY THE ENGINEER. NO CONSTRUCTION TRAFFIC WILL CROSS ACTIVE
AIRPORT OPERATIONAL AREAS. THE CONTRACTOR SHALL PROVIDE AND INSTALL THE
BARRIERS AS SHOWN ON THE DRAWINGS AND WHERE DIRECTED BY THE ENGINEER. SEE
SPECIFICATION 01030 AND 01530 FOR ADDITIONAL INFORMATION.
31.THE CONTRACTOR SHALL WORK WITH THE ENGINEER IN SCHEDULING ALL TAXIWAY
OPENINGS/CLOSINGS TO BE CONSISTENT WITH AIRFIELD OPERATIONS. WHEN THE
CONTRACTOR'S OPERATIONS CROSS ACTIVE TAXIWAYS, HE SHALL BE REQUIRED TO
PROVIDE A FLAGMAN ON EACH SIDE OF THE 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.
BURIED UTILITIES
32.PRIOR TO DIGGING ANY TRENCHES, THE CONTRACTOR SHALL NOTIFY AIRPORT FOR ALL
UTILITIES (ELECTRIC, GAS, TELEPHONE, WATER, FIBER, AND ETC.) AND OBTAIN LOCATIONS
OF UNDERGROUND UTILITIES.
33.CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION OF ALL
EXISTING UTILITIES AND UNDERGROUND PIPELINES IN CONSTRUCTION AREA. ANY
DAMAGES TO EXISTING UTILITIES OR UNDERGROUND PIPELINES ON OR OFF AIRPORT
PROPERTY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL REPAIR WORK
SHALL MEET THE APPROVAL OF THE OWNER OF THE DAMAGED UTILITY. NO
REIMBURSEMENT WILL BE ALLOWED FOR UTILITY/PIPE REPAIR OR REPLACEMENT.
34.THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES, AIRFIELD LIGHTING AND NAVAIDS
NOT CALLED OUT TO BE REMOVED OR ABANDONED. ANY DAMAGES DONE TO AIRPORT
PROPERTY OR UTILITIES (INCLUDING, BUT NOT LIMITED T0 RUNWAYS, TAXIWAYS, APRONS,
FENCING, EXISTING CABLES, LIGHTING, SIGNS, NAVAIDS) WILL BE REPAIRED BY THE
CONTRACTOR TO THE APPROVAL OF THE OWNER OF THE FACILITY IN A SATISFACTORY
MANNER. THE CONTRACTOR WILL BEAR ALL COSTS FOR REPAIRS.
35.ANY UNPLANNED, UNAPPROVED, OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF
SERVICE TO ANY LIGHTING CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE
NOTIFICATION OF AIRPORT OPERATIONS AND THE OWNER'S REPRESENTATIVE BY THE
CONTRACTOR. THE COST OF MATERIALS AND LABOR REQUIRED TO REPAIR THE LIGHTING
CIRCUIT SHALL BE BORNE BY THE CONTRACTOR.
G2.1
PHASING NOTES
THESE NOTES REFER TO THE PHASING PLAN ON SHEETS G1.2 THRU G1.5.
PHASE 1: PHASE 1 CONSISTS OF ALL WORK ON NORTH ALPHA APRON WEST SIDE OF TAXIWAY 'A' AND NORTH SIDE OF THE
RUNWAY 10-28. DURING ASPHALT REMOVAL, PAVING OPERATIONS TAXIWAY 'A' IS TO BE CLOSED. BARRICADES ARE TO BE
PLACED ALONG THE TAXIWAY 'A' AS SHOWN ON THE PLANS PRIOR TO BEGINNING ANY PAVEMENT REMOVAL OR GRADING
WORK. THIS WORK MUST BE COMPLETED WITHIN 7 CONSECUTIVE CALENDAR DAYS FROM THE MOBILIZATION.
PHASE 2: PHASE 2 CONSISTS OF ALL WORK ON SOUTH ALPHA APRON WEST SIDE OF TAXIWAY 'A' AND THE SOUTH SIDE OF
RUNWAY 10-28. RUNWAY 10-28 WILL BE OPEN DURING WORK ON PHASE 2. BARRICADES CLOSING OFF THE AFFECTED
SECTION OF TAXIWAYS 'A' AS SHOWN ON THE PLANS MUST ALSO BE IN PLACE DURING THIS WORK. THIS WORK MUST BE
COMPLETED WITHIN 7 CONSECUTIVE CALENDAR DAYS FROM THE COMPLETION OF PHASE 1.
THIS PHASE ALSO INCLUDES PAVING SMALL AREAS ON BOTH SIDES OF CONC. TAXI DRIVE ACCESS BELONG TO EXISTING
HANAGR BUILDING ON WESTSIDE OF THE SOUTH ALPHA APRON.
WORK ON PHASES 1 AND 2 MAY BE PERFORMED CONCURRENTLY FOR A 14 DAY CONTRACT TIME.
LIQUIDATED DAMAGES
LIQUIDATED DAMAGES AS PRESCRIBED IN SECTION 01010 - SUMMARY OF WORK, OF THE CONTRACT DOCUMENTS SHALL BE
ASSESSED FOR:
1.EACH DAY BEYOND THE SPECIFIED CONTRACT TIME THE ENTIRE PROJECT IS NOT SUBSTANTIALLY COMPLETE AND
READY FOR USE BY THE OWNER.
2.CONTRACTOR SHALL RETURN AFTER 30 DAYS FOR MARKING APPLICATION.
C1.1
EXIST. CONDITIONS
NORTH APRON
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REVISIONS
Notes:
15-40.13
5550 WEST IDLEWILD AVE. SUITE 115
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
AM
HJ DH
FEB 2024
B
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Project Name:
REHABILITATION
OF ALPHA APRONS
445975-1-94-01
C1.2
EXIST. CONDITIONS
SOUTH APRON
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Drawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.13
5550 WEST IDLEWILD AVE. SUITE 115
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
AM
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FEB 2024
B
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Project Name:
REHABILITATION
OF ALPHA APRONS
445975-1-94-01
±111'
±2
9
2
'
ASPHALT SURFACE
COURSE AND PARTIAL
BASE REMOVAL
TAXIWAY EOP
EXIST. GRASS
EXIST. 6" DOUBLE
YELLOW EDGE
MARKINGS.
( TO BE CLEANED)
62'
EXIST. AIRCRAFT TIE-DOWNS
TO BE REMOVED (TYP.)
(SAWCUT AND FLUSH WITH
TOP OF ADJUSTED BASE
ELEVATION.)
EXIST. 6" YELLOW
T/W CL MARKING
( TO BE CLEANED)
EXIST. DBL 6" YELLOW
T/W EDGE MARKING
( TO BE CLEANED)
STOP CLEANING OF
EXISTING TW CL AND
EDGE MARKINGS
C1.3
NORTH APRON
DEMOLITION PLAN
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Drawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.13
5550 WEST IDLEWILD AVE. SUITE 115
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
AM
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FEB 2024
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Project Name:
REHABILITATION
OF ALPHA APRONS
445975-1-94-01
0 1005025
N
ASPHALT SURFACE PAVEMENT AND PARTIAL
BASE REMOVAL. (3" MAX. DEPTH).
THE EXCAVATED BASE MATERIAL SHALL BE
HAUL AWAY TO THE AIRPORT DESIGNATED
STOCKPILE AREA AND BECOME THE PROPERLY
OF THE OWNER. (SEE NOTE 1)
LEGEND
NOTES:
1.COST OF TRANSPORTING MATERIAL SHALL BE
INCIDENTAL TO THE COST OF S-141-3 PAY ITEM.
±106'
±3
3
'
±2
6
1
'
25
0
'
20
0
'
ELO
10
SET MN&TT TP
NO ID
N:1265228.94
E:817634.44
BM EL=17.54 NAVD'88
FULL DEPTH
PAVEMENT REMOVAL
(MAX. 5" DEPTH)
EXIST. GRASS
STRIP 5" OF EXISTING
GRASS & VEGETATION.
EXCAVATE 10" OF EXIST.
SOIL TO CREATE SPACE
FOR THE BASE MATERIAL
( BY THE OWNER)
C1.4
MILLING & DEMOLITION
PLAN
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Drawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.13
5550 WEST IDLEWILD AVE. SUITE 115
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
AM
HJ DH
FEB 2024
B
I
D
D
O
C
U
M
E
N
T
S
Project Name:
REHABILITATION
OF ALPHA APRONS
445975-1-94-01
0 603015
N
FULL DEPTH PAVEMENT
REMOVAL (5" MAX. DEPTH)
SEE NOTE 1
LEGEND
ASPHALT SURFACE AND
PARTIAL BASE REMOVAL
(3" MAX. DEPTH)
SEE NOTE 1.
NOTES:
1.CONTRACTOR TO REUSE EXCAVATED BASE
MATERIAL FOR THE AREA DESIGNATED IN THE
PLANS. THE REMINDER OF THE BASE MATERIAL
SHALL BE HAULED AWAY TO THE AIRPORT
DESIGNATED STOCKPILE AREA AND BECOME THE
PROPERLY OF THE OWNER.
2.COST OF TRANSPORTING MATERIAL SHALL BE
INCIDENTAL TO THE COST OF S-141-3 PAY ITEM
NUMBER.
5" SOIL STRIPPING (BY OWNER)
CL T/W "A"
± 110'
3" SP 12.5 SUPERPAVE ASPHALT CONC. (FDOT -334)
OR 3" ASPHALT MIX PAVEMENT (P-401)
N.T.S.SEE NOTES, THIS SHEET.
(SEE TYP. TIE -IN DETAIL)
MATCH EXIST.
GROUND
(TO BE REMOVED-TYP.)
±1.4" PAVEMENT REMOVAL
±1.6" BASE REMOVAL
PLACE PRIME COAT (FDOT 300-2) OR
EMULSIFIED ASPHALT PRIME COAT (P-603)
NORTH ALPHA APRONS REHABILITATION TYPICAL SECTION
TYPICAL TIE-IN TO EXIST PAVEMENT
VERTICAL SAWCUT AT
EDGE OF REMOVAL
SEE NOTE 1
2' ASPHALT SURFACE REMOVAL
TACK COAT (FDOT 300)
EXISTING BASE REMOVAL
PRIME COAT (FDOT-300-2)SLOPE
VARIES
3" SP 12.5 SUPERPAVE ASPHALT CONC. (FDOT -334)
OR 3" ASPHALT MIX PAVEMENT (P-401)
C2.1
TYPICAL SECTIONS
AND DETAILS
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Drawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.13
5550 WEST IDLEWILD AVE. SUITE 115
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
AM
HJ DH
FEB 2024
B
I
D
D
O
C
U
M
E
N
T
S
Project Name:
REHABILITATION
OF ALPHA APRONS
445975-1-94-01
CL T/W "A"
± 110'
3" SP 12.5 SUPERPAVE ASPHALT CONC. (FDOT -334)
OR 3" ASPHALT MIX PAVEMENT (P-401)
N.T.S.SEE NOTES, THIS SHEET.
(SEE TYP. TIE -IN DETAIL)
SEE SHEET C2.1
±0.8" PAVEMENT REMOVAL
±2.2" BASE REMOVAL
SOUTH ALPHA APRONS REHABILITATION TYPICAL SECTION
PLACE PRIME COAT (FDOT 300-2) OR
EMULSIFIED ASPHALT PRIME COAT (P-603)
MATCH EXIST.
GROUND
±19.92
±5.6'±13.1'±5.6'±13.1'
±2
2
.
8
3
'
±1
4
.
1
'
±1
4
.
1
'
±1
3
.
0
7
'
3" SP 12.5 SUPERPAVE ASPHALT CONC. (FDOT -334)
OR 3" ASPHALT MIX PAVEMENT (P-401)
±2
2
.
8
3
'
PLACE TWO LIFT OF 6" USED BASE MATERIAL (LBR -100)
(COMPACT AT 98% MODIFIED PROCTOR PER AASHTO T180)
COMPACTED EXIST. SUBGRADE - LBR 40
COMPACT 8" OF EXIST. SUBGRADE TO ACHIEVE
MIN. 95% MODIFIED PROCTOR PER AASHTO T180
PRIME COAT (P-602)
0.1' DROP (TYP.)
12" TYP.
12" TYP.
3" SP 12.5 SUPERPAVE ASPHALT CONC. (FDOT -334)
OR 3" ASPHALT MIX PAVEMENT (P-401)
N.T.S.SEE NOTES, THIS SHEET.
TAXI DRIVE PAVEMENT WIDENING TYPICAL SECTION
C2.2
TYPICAL SECTIONS
AND DETAILS
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Drawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.13
5550 WEST IDLEWILD AVE. SUITE 115
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
AM
HJ DH
FEB 2024
B
I
D
D
O
C
U
M
E
N
T
S
Project Name:
REHABILITATION
OF ALPHA APRONS
445975-1-94-01
±111'
±2
9
2
'
TO
F
A
TO
F
A
TO
F
A
TO
F
A
TO
F
A
REPAINT EXIST. 6" YELLOW
TAXIWAY CL.
PAINT NEW BLACK BORDER.
(SEE DETAILS)
EXIST. GRASS AREA
62'
EXIST. ASPHALT
PAVEMENT
RE-PAINTING ENDS
REPAINT EXIST. DBL 6" DASHED
YELLOW TAXIWAY EDGE LINE.
PAINT NEW BLACK BORDER.
(SEE DETAILS)
NEW TAXIWAY HOLD BAR
(SEE DETAILS)
REPAINT EXIST. DBL 6" SOLID
YELLOW TAXIWAY EDGE LINE.
PAINT NEW BLACK BORDER.
(SEE DETAILS)
C3.1
PAVEMENT LAYOUT AND
MARKING PLAN NO.1
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Drawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.13
5550 WEST IDLEWILD AVE. SUITE 115
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
AM
HJ DH
FEB 2024
B
I
D
D
O
C
U
M
E
N
T
S
Project Name:
REHABILITATION
OF ALPHA APRONS
445975-1-94-01
0 603015
N
3" SP 12.5 SUPERPAVE ASPHALT
CONC. (FDOT -334) OR 3" ASPHALT
MIX PAVEMENT (P-401)
2' PAVEMENT TIE-IN
LEGEND
25
0
'
RU
N
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O
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±2
2
5
'
TS
A
TS
A
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A
TS
A
TS
A
TO
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TO
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A
TO
F
A
ELO
10
SET MN&TT TP
NO ID
N:1265228.94
E:817634.44
BM EL=17.54 NAVD'88
NEW SURFACE COURSE
2' PAVEMENT TIE-IN
±3
3
'
±108'
±110'
62'
TAXIWAY HOLD BAR
TAXIWAY CL
(CONTRACTOR TO FIELD LOCATE)
NEW FULL DEPTH PAVEMENT
(SEE SHEET C2.2 FOR DETAIL)
C3.2
PAVEMENT LAYOUT AND
MARKING PLAN NO. 2
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Drawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.13
5550 WEST IDLEWILD AVE. SUITE 115
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
AM
HJ DH
FEB 2024
B
I
D
D
O
C
U
M
E
N
T
S
Project Name:
REHABILITATION
OF ALPHA APRONS
445975-1-94-01
0 603015
N
1. SEE INSET A ON SHEET C3.1 FOR
AIRCRAFT PARKING POSITION
DIMENSIONS.
3" SP 12.5 SUPERPAVE ASPHALT
(FDOT -334) OR
3" ASPHALT MIX PAVEMENT (P-401)
2' PAVEMENT TIE-IN
LEGEND
4" TOPSOIL PLACEMENT/
LIMITS OF SODDING
NE
W
P
A
V
E
M
E
N
T
E
D
G
E
NEW PAVEMENT EDGE
6" REFLECTIVE YELLOW
DASH AND SOLID
TAXIWAY HOLD BAR
W/ 6" BLACK BORDER
6" DASH AND SPACES
3'X1'
62'
6" REFLECTIVE
DOUBLE YELLOW
DASH TAXIWAY
EDGE LINE
MARKINGS
W/ 6" BLACK
BORDER
6" DASH AND
SPACES
15'X25'
6" REFLECTIVE YELLOW SOLID
TAXIWAY CENTER LINE MARKING
W/ 6" BLACK BORDER
6" REFLECTIVE DOUBLE
YELLOW SOLID TAXIWAY EDGE
LINE MARKING
W/ 6" BLACK BORDER
C4.1
MARKING DETAILS
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Drawing Name:
DateNo.Description By
REVISIONS
Notes:
15-40.13
5550 WEST IDLEWILD AVE. SUITE 115
TAMPA, FLORIDA 33634 (813) 330-2701
CERTIFICATE OF AUTHORIZATION NO.: 30862
AM
HJ DH
FEB 2024
B
I
D
D
O
C
U
M
E
N
T
S
Project Name:
REHABILITATION
OF ALPHA APRONS
445975-1-94-01