LCPA_F3_Transition_Reference_Documents_Vol._I.pdf
PDF 8 MB Posted
- Solicitation number
- 26-0082MC
- Issued by
- Lee County, Fort Lauderdale City, Florida
About this file
Summary of LCPA_F3_Transition_Reference_Documents_Vol._I.pdf
This document comprises transition reference materials prepared by the Lee County Port Authority (LCPA) related to a proposed Aircraft Rescue and Fire Fighting (ARFF) foam conversion project. The project scope encompasses the transition of ARFF vehicles and equipment from aqueous film-forming foam (AFFF) to synthetic fluorine-free foam (SFFF) at two LCPA facilities: Station 91 at Page Field (FMY) and Station 92 at Southwest Florida International Airport (RSW). Key project deliverables include removal of AFFF storage tanks and associated piping, draining and removal of AFFF from seven ARFF vehicles, comprehensive cleaning and rinsing of foam tanks and appurtenances, FAA-required testing including approved input-based testing of ARFF vehicles with SFFF, and proper disposal of all waste materials including AFFF concentrate, rinsate from cleaning and testing operations, and bulk items removed from tanks and piping. These reference documents serve to provide bidders with background information and technical guidance necessary to prepare qualified proposals for the transition work.
The reference documentation establishes the baseline requirements and technical specifications that interested contractors must understand and comply with when submitting proposals. The materials appear designed to ensure bidders have access to comprehensive information regarding existing conditions, regulatory requirements, and project expectations, thereby facilitating competitive and compliant proposals. The transition project addresses environmental compliance objectives by replacing PFOA-containing AFFF with fluorine-free alternatives while maintaining FAA certification and operational readiness of ARFF equipment at both airport locations.
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NOT ISSUED FOR
CONSTRUCTION
AEC PROJECT NUMBER
VOL. I
REVISIONS
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10060109003
LEE COUNTY PORT AUTHORITY
LCPA F3 TRANSITION
REFERENCE DOCUMENTS
11/17/2025
BUILDING ID: BLDG. ID
© 2025 RS&H, INC
Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.
SHEET INDEX
SHEET NUMBER SHEET NAME
00 GENERAL
G001 COVER SHEET
G002 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS
G003 SAFETY AND SECURITY NOTES AND DETAILS
G004 GENERAL AND STAGING AREA NOTES
G005 OVERALL CONSTRUCTION PHASING PLAN
G101 CONTRACT LAYOUT PLAN AND NOTES
07 ARCHITECTURAL
AD101 OVERALL FIRST FLOOR DEMOLITION PLAN - STATION 91
AD102 OVERALL FIRST FLOOR DEMOLITION PLANS - STATION 92
AD111 OVERALL DEMOLITION REFLECTED CEILING PLANS - STATION 91
AD112 OVERALL DEMOLITION REFLECTED CEILING PLANS - STATION 92
AD302 DEMOLITION BUILDING SECTIONS - STATION 92
AD602 DEMOLITION DETAIL PHOTOS - STATION 92
Phone: 813-289-5550 Fax: 813-289-0263
1715 N. Westshore Blvd., Suite 600 Tampa, Florida 33607-3999 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 *
5620 * LCC000210 * GB238
NO. DESCRIPTION DATE
ARCHITECTURAL ABBREVIATIONS PLAN SYMBOLS
1-HOUR RATED WALL 2-HOUR RATED WALL
3-HOUR RATED WALL SMOKE RATED WALL
BATT INSULATION CONCRETE
EARTH EXPOSED & FINISHED WOOD TRIM
GYPSUM / PLASTER MASONRY - BRICK
PLYWOOD
RIGID INSULATION STEEL
MATERIAL SYMBOLS
STUCCO / E.I.F.S.
GRAVELGRASS
MASONRY - CONCRETE BLOCK
TILE / CARPET
XX View Name
SCALE:1/8" = 1'-0"
DOOR TAG
CALLOUT HEAD & REGION
A101 A1
SIM
BUILDING SECTION
KEYNOTE
VIEW TITLE LEVEL HEAD
A1 A101
SIM
A1 A101
SIM
A1 A101
SIM
A1
A101
SIM
Name Elevation
ROOM TAG WALL TAG
XXX
DETAIL SECTION
WINDOW & STOREFRONT TAG
MATERIAL TAG
VIEW REFERENCE
REVISION TAG
NORTH ARROW
XX
A101 A101
ELEVATION - EXTERIOR ELEVATION - INTERIOR
WALL SECTION
CEILING TAG
GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
A.
24.
ALL DIMENSIONS ARE IN FEET / INCHES UNLESS NOTED OTHERWISE.
THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE SPECIFICATIONS - REFER TO SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO GENERAL NOTES.
THE TERMS RENOVATE AND REHABILITATE ARE USED INTERCHANGEABLY IN THESE DOCUMENTS.
ROOM AREAS AND PERIMETERS ARE APPROXIMATE AND FOR REFERENCE ONLY. VERIFY QUANTITIES AND DIMENSIONS IN FIELD.
NO DEVIATIONS FROM THESE CONTRACT DOCUMENTS MUST BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ARCHITECT.
DO NOT SCALE DIMENSIONS FROM DRAWINGS - THE CONTRACTOR MUST REQUEST NECESSARY DIMENSIONS NOT SHOWN ON THE DRAWINGS FROM THE ARCHITECT.
ALL DIMENSIONS ORIGINATE FROM EXISTING FACE OF WALLS. ALL DOORS MUST BE INSTALLED TO MEET ALL APPLICABLE CODES, INCLUDING ADA.
DRAWING NOTES AND SPECIFICATIONS ARE INSTRUCTIONS TO THE CONTRACTOR AND APPLY TO ALL THE WORK UNLESS MORE SPECIFIC INFORMATION IS SHOWN ELSEWHERE ON THE DRAWINGS OR WRITTEN IN THE SPECIFICATIONS - IN THE EVENT OF CONFLICTING INSTRUCTIONS, THE ARCHITECT MUST DETERMINE WHAT CONTROLS THE CONTRACT DOCUMENTS ARE COMPLEMENTARY WHAT IS REQUIRED BY ONE MUST BE REQUIRED BY ALL.
CONTRACTOR MUST BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THE WORK OF THE SUB-CONTRACTORS - THE CONTRACTOR MUST BE RESPONSIBLE TO COORDINATE WITH THE AUTHORITY THE DELIVERY AND INSTALLATION OF ITEMS
BEING PROVIDED AND INSTALLED BY OTHERS.
ALL MATERIALS, FABRICATION AND INSTALLATION MUST COMPLY WITH THE APPLICABLE REQUIREMENTS AND SPECIFICATIONS FOR EACH DIVISION OF WORK.
CONSTRUCTION MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES, LAWS AND SAFETY ORDERS AS DIRECTED BY LOCAL JURISDICTION.
CONTRACTOR MUST BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS INCLUDED IN THESE CONTRACT DOCUMENTS - SOME ITEMS IN THESE DOCUMENTS MAY REQUIRE LONG LEAD TIMES OR SPECIAL COORDINATION. SUBSTITUTIONS
WILL NOT BE ALLOWED FOR MATERIAL NOT ORDERED IN A TIMELY FASHION.
CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS, REPORTING ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH ANY PHASE OF THE WORK.
CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION - ALL DISCREPANCIES MUST BE NOTED AND SENT TO THE ARCHITECT WITH ADEQUATE TIME TO REVIEW PRIOR TO STARTING THAT PORTION OF THE
WORK IN ORDER TO AVOID PROJECT DELAYS.
CONTRACTOR MUST CLEAN, PATCH AND REPAIR ALL SURFACES DAMAGED BY DEMOLITION, ALTERATION OR INSTALLATION OF THE WORK.
CONTRACTOR MUST PREPARE ALL WALLS AND PARTITIONS AS REQUIRED BY THE FINISH MANUFACTURER TO RECEIVE THE FINISHES SPECIFIED.
ALL REQUESTS FROM INFORMATION PROMPTED BY THE BUILDING OFFICIALS MUST INCLUDE A COPY OF THE BUILDING OFFICIALS ’ COMMENTS AND THE BUILDING INSPECTORS FIELD REPORT TO ENSURE AN ACCURATE AND TIMELY RESPONSE.
CONTRACTOR AND SUBCONTRACTOR MUST ALL BE LICENSED TO PERFORM THEIR REQUESTED DUTIES AS REQUIRED IN ACCORDANCE WITH LOCAL STANDARDS.
ALL EXISTING EQUIPMENT AND FINISHES THAT ARE SCHEDULED OR NOTED TO REMAIN WILL BE PROTECTED BY THE CONTRACTOR. PHOTOGRAPHS OF EXISTING CONDITIONS MUST BE PROVIDED BY THE CONTRACTOR TO DOCUMENT PRE-EXISTING
DAMAGE & FINISH CONDITIONS.
THE CONTRACTOR MUST COORDINATE ALL DEMO AND NEW WORK ACTIVITIES WITH THE LCPA PRIOR TO PROCEEDING.
DO NOT USE ESCALATORS, STAIRS OR ELEVATORS FOR MOVING EQUIPMENT AND OR MATERIALS UNLESS COORDINATED WITH AUTHORITY FACILITIES/OPERATIONS. ALL MATERIALS, EQUIPMENT, ETC. SHALL BE DELIVERED BY VEHICLE THROUGH THE USE OF ROADWAYS, CURBSIDE DRIVES AND GARAGE RAMPS. CONTRACTORS ARE ABLE TO LOAD/UNLOAD ADJACENT TO EACH WORK AREA. COORDINATE CURBSIDE/PARKING LOT WORK AREA WITH AUTHORITY PRIOR TO EACH PHASE OF WORK.
THE CONTRACTOR IS TO PROTECT EXISTING FINISHES, AND MAKE REPAIRS TO THE EXISTING FINISHES AND FIRE PROOFING WHERE DAMAGED OR REQUIRED FOR UNDER SLAB WORK AND CORES, AS PART OF THE NEW WORK ASSOCIATED WITH THIS
PROJECT.
WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT WITH WORK INSTALLED BY ANOTHER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF THE SUBSTRATE AS SUITABLE FOR THE APPLICATION INTENDED.
ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION.
OPENINGS IN RATED WALL, FLOOR, CEILING AND ROOF ASSEMBLIES MUST BE SEALED WITH PENETRATION SEALANT SYSTEMS MEETING OR EXCEEDING THE REQUIRED FIRE RESISTIVE RATINGS.
12'-0"
XXXX
CEILING TYPE
CEILING HEIGHT
*NOTE - REFER TO PARTITION TYPE SHEET FOR INFO ON TAG
PT-1
FURNITURE & EQUIPMENT TAG TOILET ACCESSORY TAG
1i 1i
ROOM NAME
N
SEE -/---
SEE -/---
X#-X
A
1 2 3 4 5 6
2 3 4 5 6
B
C
D
E
REVISIONS
DATE ISSUED:
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT NUMBER:
PROJECT STATUS:
SHEET ID:
SHEET TITLE:
PROJECT ADDRESS:
PROJECT TITLE:
SEAL:
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REFERENCE DOCUMENTS
Author
Checker
LCPA F3 TRANSITION
10060109003
11/17/2025
Designer
G002
GENERAL NOTES,
ABBREVIATIONS AND
SYMBOLS
© 2025 RS&H, INC
Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.
& AND
@ AT
A/C AIR CONDITIONER
AB ANCHOR BOLT
ACT ACOUSTICAL CEILING TILE
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AFS ABOVE FLOOR SLAB
AHU AIR HANDLING UNIT
ALUM ALUMINUM
ANOD ANODIZED
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPROX APPROXIMATE OR APPROXIMATELY
ARCH ARCHITECTURE, ARCHITECTURAL
AVG AVERAGE
AWI ARCHITECTURAL WOODWORK INSTITUTE
BHMI BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION, INC
BID BAGGAGE INFORMATION DISPLAY
BIM BUILDING INFORMATION MODELING
BLDG BUILDING
BM BEAM
BO BOTTOM OF
BUR BUILT-UP ROOFING
CFMF COLD FORMED METAL FRAMING
CJ CONTROL JOINT
CL CENTERLINE
CL OTS CENTERLINE OF TENANT SEPARATION
CLG CEILING
CLO CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
COLS COLUMNS
CONC CONCRETE
CONT CONTINUOUS
DIA DIAMETER
DR DOOR
DS DOWNSPOUT
DTL OR DET DETAIL
DWG DRAWING
EA EACH
EFS EXTERIOR FACE OF SHEATHING
EJ EXPANSION JOINT
ELEC ELECTRIC, ELECTRICAL
ELEV ELEVATION
ENG ENGINEER, ENGINEERING
EOS EDGE OF SLAB
EP ELECTRICAL PANEL
EPDM ETHYLENE PROPYLENE DIENE MONOMER
EQ EQUAL
EQUIP EQUIPMENT
ERD EMERGENCY ROOF DRAIN
ETD ESTIMATED TRAVEL DISTANCE
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXP EXPANSION, EXPOSED
EXT EXTERIOR
FD FIRE DAMPER, FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISHED FLOOR
FFE FINISHED FLOOR ELEVATION
FHC FIRE HOSE CABINET
FID FLIGHT INFORMATION DISPLAY
FIN. FINISH, FINISHED
FLR FLOOR
FO FACE OF
FOB FACE OF BRICK
FOP FACE OF POST
FRP FIBER REINFORCED PANEL
FT FEET
FTG FOOTING
FV FIELD VERIFY
GA GAUGE
GALV GALVANIZED
GBF GYPSUM BOARD FURRING
GID GATE INFORMATION DISPLAY
GL GLASS
GP GLOSSY PAINT
GWB GYPSUM WALL BOARD
GYP GYPSUM
HB HOSE BIB
HDW HARDWARE
HGT OR HT HEIGHT
HKS HOOKS
HM HOLLOW METAL
HORIZ HORIZONTAL
HVAC HEATING VENTILATION & AIR CONDITIONING
i.e. THAT IS, SUCH AS
ID INSIDE DIAMETER
IFS INTERIOR FACE OF STUD
IN. INCH, INCHES
INSUL INSULATION
INT INTERIOR
JAN. JANITOR
JST JOIST
JT JOINT
KP KICK PLATE
Phone: 813-289-5550 Fax: 813-289-0263
1715 N. Westshore Blvd., Suite 600 Tampa, Florida 33607-3999 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 *
5620 * LCC000210 * GB238
LAM LAMINATE
LAV LAVATORY
LB POUND
LCPA LEE COUNTY PORT AUTHORITY
LDG LANDING
LONG. LONGITUDINAL
LRV LOUVER
LT LIGHT
LTG LIGHTING
LVP LUXURY VINYL PLANK
LVT LUXURY VINYL TILE
MATL MATERIAL
MAX. MAXIMUM
MECH MECHANICAL
MEP MECHANICAL, ELECTRICAL, & PLUMBING
MFGR MANUFACTURER
MGR MANAGER
MIN MINIMUM
MO MASONRY OPENING
MOD MODIFIED
MSC MISCELLANEOUS
MTL METAL
MUFID MULTI-USER FLIGHT INFORMATION DISPLAY
N/A NOT APPLICABLE
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OFCI OWNER FURNISHED CONTRACTOR INSTALLED
OPG OPENING
OPP OPPOSITE
OSHA OCCUPATIONAL SAFETY AND HEALTH ACT
OVHD OVERHEAD
PBB PASSENGER BOARDING BRIDGE
PDU POWER DISTRIBUTION UNIT
PLAM PLASTIC LAMINATE
PLYWD PLYWOOD
PNL PANEL
PR PAIR
PRE-FAB PRE-FABRICATED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PAINT, PRESSURE TREATED
PVC POLYVINYL CHLORIDE
QT QUARRY TILE
R RADIUS
RAF RAISED ACCESS FLOOR
RAG RETURN AIR GRILLE
RB RUBBER BASE
RD ROOF DRAIN
RECEP RECEPTION, RECEPTIONIST
REF REINFORCING, REINFORCEMENT
REQ'D REQUIRED
REV REVISED, REVISION
RO ROUGH OPENING
SC SEALED CONCRETE
SCHED SCHEDULE
SCW SOLID CORE WOOD
SECT SECTION
SF SQUARE FEET
SFRM SPRAYED FIRE RESISTIVE MATERIAL
SGP SEMI-GLOSS PAINT
SHT SHEET
SHTS SHEETS
SIM SIMILAR
SPECS SPECIFICATIONS
SQ SQUARE
SQ IN. SQUARE INCHES
SS SERVICE SINK
STC SOUND TRANSMISSION CLASS
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL, STRUCTURE
SUSP SUSPENDED
T&G TONGUE & GROOVE
TEL TELEPHONE
TG TEMPERED GLASS
TO STL TOP OF STEEL
TOB TOP OF BRICK, TOP OF BEAM
TOS TOP OF STEEL, TOP OF SLAB
TOSH TOP OF SHEATHING
TOW TOP OF WALL
TYP TYPICAL
UL UNDERWRITERS LABORATORIES
UON UNLESS OTHERWISE NOTED
VB VAPOR BARRIER
VCT OR VT VINYL COMPOSITION TILE
VDC VIRTUAL DESIGN & CONSTRUCTION
VERT VERTICAL
VR VIRTUAL REALITY
W/ WITH
WC WATER CLOSET
WCO WALL CLEANOUT
WD WOOD
WMP WIRE MESH PARTITION
WWF WELDED WIRE FABRIC
YD YARD
Ø DIAMETER
SAFETY NOTES
1.
2.
3.
4.
5.
6.
7.
8.
THE CONTRACTOR SHALL ACQUAINT ITS SUPERVISORS AND EMPLOYEES WITH THE AIRPORT ACTIVITY AND OPERATIONS THAT ARE INHERENT TO THIS ACTIVE GENERAL AVIATION AIRPORT AND SHALL CONDUCT ITS CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE REQUIREMENTS AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY SPECIFIED IN THE CONTRACT
DOCUMENTS.
NO AIRPORT ROADWAY SHALL BE CLOSED WITHOUT WRITTEN APPROVAL OF THE LCPA, TO ENABLE NECESSARY ADVISORIES (NOTAM) TO AIRPORT SERVICE OR TENANTS. A MINIMUM OF 48 HOURS WRITTEN NOTICE OF REQUESTED CLOSING SHALL BE DIRECTED TO THE LCPA THROUGH THE OWNER REPRESENTATIVE.
STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM WIND CONDITIONS.
STOCKPILED MATERIAL LOCATED IN THE WORK AREA SHALL BE PROMINENTLY MARKED BARRIERS/BARRICADES OR OTHER APPROVED METHODS AND LIGHTED BY APPROVED LIGHT UNITS DURING HOURS OF
RESTRICTED VISIBILITY AND DARKNESS.
THE CONTRACTOR'S SUPERINTENDENT/SUPERVISOR WILL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS. PRIOR TO THE COMMENCEMENT OF THE WORK THE SUPERINTENDENT/SUPERVISOR SHALL PROVIDE THE OWNER REPRESENTATIVE AN OUTLINE OF A PROPOSED ACCIDENT AND FIRE PROTECTION PLAN FOR ALL WORK CONTEMPLATED UNDER THE CONTRACT AND CONDUCT AT LEAST ONE SAFETY MEETING EACH MONTH FOR EACH SHIFT AND REQUIRE THE ATTENDANCE OF ALL SUPERVISORS AT SUCH MEETINGS. COPIES OF THE MINUTES OF SAFETY MEETINGS SHALL BE KEPT ON FILE IN THE CONTRACTOR'S FIELD OFFICE AND BE MADE AVAILABLE UPON DEMAND BY THE OWNER REPRESENTATIVE.
THE CONTRACTOR IS RESPONSIBLE FOR IMMEDIATE CLEAN-UP OF ANY DEBRIS DEPOSITED ALONG ANY ROUTE USED AS A RESULT OF ITS CONSTRUCTION TRAFFIC.
THE CONTRACTOR IS FULLY RESPONSIBLE FOR OPERATIONAL SAFETY ASSOCIATED WITH CONSTRUCTION ACTIVITIES RELATIVE TO THE CONSTRUCTION PROJECT AT ALL TIMES.
THE PLANS AND SAFETY NOTES ARE NOT IN ANY WAY INTENDED TO IMPLY OR PROVIDE ANY DIRECTION REGARDING THE CONTRACTOR'S OWN CONSTRUCTION WORKFORCE SAFETY. THE CONTRACTOR'S SAFETY REQUIREMENTS/ACCOMMODATIONS ASSOCIATED WITH THE PROJECT CONSTRUCTION WORKFORCE IS SOLELY AND ENTIRELY THE RESPONSIBILITY OF THE CONTRACTOR.
SECURITY NOTES
2.
3.
4.
5.
6.
7.
IT IS INTENDED THAT THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS SPECIFIED HEREIN AND IN THE CONTRACT DOCUMENTS. THE PROJECT SUPERINTENDENT/SUPERVISOR SHALL BE REQUIRED TO FAMILIARIZE THEMSELVES WITH REQUIREMENTS OF OPERATING WITHIN AND AROUND THE AIRPORT AND APPLICABLE RULES AND REGULATIONS. THE SUPERINTENDENT/SUPERVISOR SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON THESE REQUIREMENTS AND, FROM TIME TO TIME, OTHER SECURITY PROVISIONS ADOPTED BY THE LCPA. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESE
REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.
THE CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE OWNER REPRESENTATIVE. NO OTHER ACCESS POINTS SHALL BE ALLOWED UNLESS APPROVED BY THE LCPA AND DIRECTED BY THE OWNER REPRESENTATIVE. ALL CONTRACTOR TRAFFIC AUTHORIZED TO ENTER THE SITE SHALL BE
EXPERIENCED IN THE ROUTE OR GUIDED BY CONTRACTOR PERSONNEL.
THE CONTRACTOR ACCESS TO WORK AREA DESIGNATED FOR USE MAY BE UTILIZED BY OTHER CONTRACTORS, LCPA STAFF, OR TENANTS DURING THIS PROJECT. THE CONTRACTOR IS REQUIRED TO COORDINATE ACCESS WITH ALL PARTIES. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR ISSUES RELATED TO SITE ACCESS.
IDENTIFICATION OF PERSONNEL: AT THE OWNER REPRESENTATIVE'S DISCRETION, ALL EMPLOYEES OF THE CONTRACTOR OR SUBCONTRACTORS, REQUIRING ACCESS TO THE CONSTRUCTION SITE, ARE REQUIRED TO BE SUPPLIED WITH IDENTIFICATION BADGES TO BE WORN AT ALL TIMES WHILE WITHIN THE AREA. BADGES SHALL BE SUPPLIED BY THE CONTRACTOR AND SHALL STATE "CONTRACTOR - LCPA F3 TRANSITION". BADGES CAN BE PLASTIC WALLET SIZE OR METAL PIN WITH A MINIMUM 2 1/2" DIAMETER AND WORN ON OUTER GARMENTS SO AS TO BE CLEARLY VISIBLE. BADGING IS TO BE UNIFORM IN APPEARANCE AND SUFFICIENTLY DISTINCTIVE IN DESIGN OR COLOR TO CLEARLY IDENTIFY AN EMPLOYEE AS BEING ASSIGNED/ASSOCIATED WITH THIS CONTRACT. THE BADGE NUMBER SHALL BE PROMINENT FOR EASY IDENTIFICATION. BADGES ARE TO IDENTIFIED NUMERICALLY AND ISSUED INDIVIDUALLY TO WHOM IT IS ASSIGNED. BLOCKS OF NUMBERS CAN BE ASSIGNED TO SUBCONTRACTORS. SUPPLY, ISSUANCE AND CONTROL OF IDENTIFICATION BADGES SHALL BE THAT OF THE CONTRACTOR THROUGH THE C.S.S.O. IN LIEU OF ISSUING BADGES, THE C.S.S.O. CAN REQUIRE THAT EACH EMPLOYEE WEAR AN OUTER GARMENT WITH THE COMPANY NAME, PROMINENTLY PLACED, SO THAT ALL PERSONNEL CAN BE IDENTIFIED AS BEING A MEMBER OF THIS GROUP. SEE NOTE #3 AND #4 ON G004 FOR SIDA BADGE REQUIREMENTS.
IDENTIFICATION OF VEHICLES: THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUB-CONTRACTOR VEHICLES AUTHORIZED TO OPERATE ON THE SITE. VEHICLES SHALL DISPLAY A LARGE COMPANY SIGN ON BOTH SIDES OF THE VEHICLE. THE CONTRACTOR SHALL ISSUE TO THE OWNER REPRESENTATIVE, A
CURRENT LIST OF COMPANIES AUTHORIZED TO ENTER AND CONDUCT WORK ON THE AIRPORT.
IN ACCORDANCE WITH THE CONSTRUCTION PHASING PLANS, THE CONTRACTOR SHALL MAINTAIN, AT ALL TIMES, A SECURED SECURITY IDENTIFICATION DISPLAY AREA
(SIDA).
ALL ACCESS GATES SHALL BE NORMALLY CLOSED DURING CONSTRUCTION AND MANNED AT ALL TIMES WHILE GATE IS OPEN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
KEEP THE AIRPORT SECURED AT ALL TIMES DURING CONSTRUCTION.
BARRICADE NOTES
2.
3.
4.
5.
6.
7.
BARRICADES SHALL BE INSTALLED AS DIRECTED BY THE OWNER REPRESENTATIVE AND AS REQUIRED BY THE CONTRACTOR TO PROTECT THE WORK AREA. THE PHASE DURING WHICH EACH BARRICADE IS TO REMAIN IN PLACE IS INDICATED BY THE PHASING DRAWINGS. BARRICADES SHALL BE INSTALLED AT THE BEGINNING OF EACH PHASE AND SHALL REMAIN IN PLACE THROUGHOUT THE PHASE OR AREA/DOOR OF PHASE BEING WORKED ON. IF THE CONTRACTOR MUST TEMPORARILY REMOVE ANY OF THE BARRICADES (TO ALLOW CONSTRUCTION TRAFFIC TO TRAVEL INTO OR OUT OF THE CONSTRUCTION AREA, OR TO COMPLETE CONSTRUCTION AT THE PHASE BOUNDARY), THE CONTRACTOR SHALL PROVIDE A FLAGMAN TO PREVENT VEHICLE OR PEDESTRIAN TRAFFIC FROM INADVERTENTLY TRAVELING INTO THE CONSTRUCTION AREA UNTIL THE BARRICADE IS REPLACED AT ITS ORIGINAL
POSITION.
AIRPORT BARRICADES SHALL CONFORM TO 10"X 96" LOW PROFILE AIRPORT BARRICADE , LATEST EDITIONS.
BARRICADE SEGMENTS MAY BE LOCKED CONTINUALLY. UNLESS OTHERWISE SPECIFIED BY THE OWNER
REPRESENTATIVE.
ROAD SAFETY BARRICADES SHALL CONFORM TO 32"X 72" ROAD SAFETY BARRICADE, LATEST EDITIONS. BARRICADE SEGMENTS MAY BE LOCKED CONTINUALLY. UNLESS OTHERWISE SPECIFIED BY THE OWNER REPRESENTATIVE.
ALL BARRICADES SHALL DELINEATE THE AREA TO BE PROTECTED AND THE BARRICADE LINE SHALL EXTEND TO THE
EDGES OF WORK AREA OR AS DIRECTED BY THE OWNER REPRESENTATIVE.
ROAD SAFETY BARRICADES AND AIRPORT BARRICADES WILL BE PROVIDED BY THE CONTRACTOR. COST OF TRANSPORTING, LOADING/UNLOADING, MAINTAINING AND SET UP/REMOVING THE ROAD SAFETY BARRICADES TO AND FROM THE ON AIRPORT STORAGE AREA AS DIRECTED BY THE OWNER REPRESENTATIVE, REFERENCE PAYMENT TO
THE TEMPORARY CONSTRUCTION ITEMS PAY ITEM.
COST OF FURNISHING, MAINTAINING, AND REMOVING THE BARRICADES AS DIRECTED BY THE OWNER
REPRESENTATIVE, REFERENCE PAYMENT TO THE T EMPORARY CONSTRUCTION ITEMS PAY ITEM.
DETAIL OF BARRICADE SHOWN AS AN EXAMPLE. OTHER DETAILS OF BARRICADES MAY BE SUBMITTED FOR
CONSIDERATION OF APPROVAL BY THE ARCHITECT AND OWNER REPRESENTATIVE.
ROAD SAFETY BARRICADES - 32"X 72" ROAD
SAFETY BARRICADE
CONTRACTOR PROVIDED
AIRPORT BARRICADE - 10" X 96" LOW
PROFILE BARRICADE
CONTRACTOR PROVIDED
ROAD SAFETY BARRICADES - 32" ROAD SAFETY
BARRICADE CORNER PIECE
CONTRACTOR PROVIDED
A
1 2 3 4 5 6
2 3 4 5 6
B
C
D
E
REVISIONS
DATE ISSUED:
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT NUMBER:
PROJECT STATUS:
SHEET ID:
SHEET TITLE:
PROJECT ADDRESS:
PROJECT TITLE:
SEAL:
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REFERENCE DOCUMENTS
Author
Checker
LCPA F3 TRANSITION
10060109003
11/17/2025
Designer
G003
SAFETY AND
SECURITY NOTES AND
DETAILS
© 2025 RS&H, INC
Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.
Phone: 813-289-5550 Fax: 813-289-0263
1715 N. Westshore Blvd., Suite 600 Tampa, Florida 33607-3999 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 *
5620 * LCC000210 * GB238
SCALE: N.T.S.B2 BARRICADE
GENERAL NOTES
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
HAUL ROUTES: LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS SPECIFIED ON THE PLANS OR AS APPROVED BY THE OWNER REPRESENTATIVE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING USED AS A HAUL ROUTE. THE BEFORE AND AFTER CONDITION OF ON-SITE HAUL ROUTES SHALL BE JOINTLY INSPECTED AND CONDITION DETERMINED BY THE CONTRACTOR AND THE OWNER REPRESENTATIVE. MISCELLANEOUS CONSTRUCTION REQUIRED TO CONSTRUCT TEMPORARY HAUL ROUTES OR ACCESS POINTS ON THE AIRPORT WILL BE THE CONTRACTOR'S TOTAL RESPONSIBILITY AND SHALL BE APPROVED BY THE OWNER REPRESENTATIVE PRIOR TO THE WORK. ALL ON-SITE FAA ACCESS ROADS TO FAA FACILITIES SHALL REMAIN OPEN AND MAINTAINED AT ALL TIMES. PHOTOGRAPHS AND A VIDEO OF THE HAUL ROUTES SPECIFIED BY THE PLANS MUST BE PROVIDED BY THE CONTRACTOR BEFORE AND AFTER CONSTRUCTION TO THE OWNER REPRESENTATIVE. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO HAUL ROUTES RESULTING FROM CONSTRUCTION TRAFFIC. HAUL ROADS ARE TO REMAIN CLEAN AT ALL TIMES.
ANY DAMAGE TO STATE, COUNTY, LOCAL OR AIRPORT FACILITY ROADWAYS CAUSED BY THE CONTRACTOR'S HAULING OR CONSTRUCTION EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER REPRESENTATIVE AT CONTRACTOR'S SOLE EXPENSE.
THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES A SECURED SECURITY IDENTIFICATION DISPLAY AREA (SIDA). DURING THIS PROJECT, ALL CONTRACTOR STAFF WORKING ON WORK RELATING TO FOAM TRANSITION SHALL ALL BE BADGED BY LCPA FOR THE DURATION OF THIS PHASE OF WORK. THE CONTRACTOR SHALL PROVIDE AN LCPA BADGED EMPLOYEE FOR ALL OTHER WORK AREAS DURING ALL PHASED WORK DURATIONS. ALL OTHER CONTRACTOR EMPLOYEES SHALL CONFORM TO THE EXPECTATIONS AS IDENTIFIED ON SECURITY NOTE SECTION, NOTE #4 ON SHEET G003. THE COST OF THE SIDA BADGE SHALL BE THE CONTRACTORS RESPONSIBILITY.
THE CONTRACTOR'S VEHICLES AND EQUIPMENT SHALL BE RESTRICTED TO THE CONSTRUCTION LIMITS AND CONTRACTOR'S STAGING AREA ONLY. DESIGNATED PARKING FOR THE CONTRACTOR'S EMPLOYEES VEHICLES SHALL BE RESTRICTED TO THE CONTRACTORS STAGING AREA OR OTHER LOCATIONS IDENTIFIED BY THE OWNER REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTING ALL PERSONNEL BETWEEN THE PROJECT WORK AREAS.
LIMITS OF WORK SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND OWNER REPRESENTATIVE PRIOR TO BEGINNING WORK.
CONSTRUCTION LIMITS: ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION LIMITS OR HAUL ROUTES. ABSOLUTELY NO
CONTRACTOR VEHICLES WILL BE ALLOWED ON OTHER AIRFIELD OPERATIONS AREAS.
NIGHTTIME CONSTRUCTION LIGHTING: THE CONTRACTOR SHALL PROVIDE SUFFICIENT LIGHTING CAPABLE OF FULLY ILLUMINATING THE WORK AREA. THE CONTRACTOR SHALL COORDINATE THE DIRECTION AND ANGLE OF THE LIGHTS WITH THE AUTHORITY TO PREVENT IMPAIRING THE VISION OF AIRCRAFT OPERATIONS AND THE FAA AIR
TRAFFIC CONTROL TOWER.
WORKING HOURS: REFER TO PHASING NOTES ON SHEET G005.
ALL MATERIALS TO BE INSTALLED SHALL BE APPROVED BY THE ARCHITECT AND THE AUTHORITY PRIOR TO INSTALLATION.
WASTE DISPOSAL: ALL WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE CONSTRUCTION AREA AND BE DISPOSED OF OFF-SITE
IN A LEGAL MANNER. NO MATERIAL SHALL BE WASTED ON THE AIRPORT SITE.
THE CONTRACTOR SHALL PROVIDE A FULL-TIME ON-SITE SUPERVISOR FOR THE DURATION OF THE PROJECT. FOR OTHER REQUIREMENTS REFER TO THE PROJECT
SPECIFICATIONS.
MAINTENANCE OF TRAFFIC WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL PUBLIC AND AIRPORT ROADS ARE TO REMAIN OPEN TO TWO-WAY TRAFFIC AT ALL
TIMES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE STAKE-OUT OF THE PROJECT (UTILITY RELOCATIONS OR ANY OTHER STAKE OUT THAT MAY BE REQUIRED TO COMPLETE THE PROJECT) IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCIDENTAL TO THE
PROJECT COST.
THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY. ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE PERFORMANCE OF HIS WORK SHALL BE CORRECTED TO THE SATISFACTION OF THE OWNER REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER.
THE CONTRACTOR SHALL COORDINATE THE WORK OF THIS PROJECT WITH THE OWNER REPRESENTATIVE, LCPA, ALL TENANTS, OTHER CONTRACTORS AND OTHER ON
GOING PROJECTS AT THE SITE AS REQUIRED.
WORK AREA CLEANLINESS: THE WORK AREA IS IN VERY CLOSE PROXIMITY TO ACTIVE AIRPORT OPERATIONS. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO ENSURE THE SITE IS CLEAN AND FREE OF DEBRIS AT ALL TIMES. UPON COMPLETION OF A DAY'S WORK, THE CONTRACTOR SHALL INSPECT THE IMMEDIATE VICINITY OF THE DAY'S WORK AREA FOR DEBRIS PRIOR TO LEAVING THE SITE. ANY DEBRIS SHALL BE REMOVED FROM THE SITE. PAYMENT FOR THIS WORK SHOULD BE CONSIDERED INCIDENTAL
TO THE PROJECT. NO ADDITIONAL COMPENSATION WILL BE MADE FOR CLEANING EFFORTS.
CONTRACTOR STAGING AREA NOTES
1.
2.
3.
4.
5.
6.
7.
8.
THE CONTRACTOR'S STAGING AREA WILL BE LOCATED AS SHOWN ON SHEETS G101. THE CONTRACTOR SHALL UTILIZE THIS LOCATION
THROUGHOUT CONSTRUCTION.
THE CONTRACTOR SHALL TAKE CARE TO ENSURE THAT ALL EQUIPMENT AND MATERIALS LOCATED WITHIN THE CONTRACTOR'S STAGING
AREA ARE LOCATED OUTSIDE.
IF REQUESTED BY THE CONTRACTOR, ADDITIONAL AREAS ADJACENT TO THE WORK SITE MAY BE MADE AVAILABLE FOR USE BY THE
CONTRACTOR AS A STAGING AREA AT THE DISCRETION OF THE OWNER REPRESENTATIVE.
THE EXACT LOCATIONS AND DIMENSIONS OF THE STAGING AREA WILL BE CONFIRMED IN THE FIELD BY THE OWNER REPRESENTATIVE.
THE STAGING AREA LOCATION DOES NOT HAVE ANY EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING ANY UTILITIES REQUIRED FOR HIS OWN USE AND ANY UTILITIES REQUIRED WILL BE AT THE CONTRACTORS EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL ASSOCIATED UTILITY CONNECTIONS FOR THE STAGING AREA WITH THE
LOCAL AUTHORITIES.
AT THE CONCLUSION OF CONSTRUCTION, AND BEFORE FINAL ACCEPTANCE, THE STAGING AREA SHALL BE RESTORED TO ITS PRE- CONSTRUCTION CONDITION. THE AREA SHALL BE RESTORED AND REPAIRED IF NECESSARY PER THE PROJECT DRAWINGS AND
SPECIFICATIONS.
NO STAGING ON ANY ACTIVE ROADWAYS WILL BE ALLOWED AT ANY TIME.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FENCING AND SECURING THE STAGING AREA.
A
1 2 3 4 5 6
2 3 4 5 6
B
C
D
E
REVISIONS
DATE ISSUED:
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT NUMBER:
PROJECT STATUS:
SHEET ID:
SHEET TITLE:
PROJECT ADDRESS:
PROJECT TITLE:
SEAL:
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REFERENCE DOCUMENTS
Author
Checker
LCPA F3 TRANSITION
10060109003
11/17/2025
Designer
G004
GENERAL AND
STAGING AREA NOTES
© 2025 RS&H, INC
Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.
Phone: 813-289-5550 Fax: 813-289-0263
1715 N. Westshore Blvd., Suite 600 Tampa, Florida 33607-3999 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 *
PHASING DESCRIPTIONS
GENERAL
THE PROJECT CONSISTS OF THREE (3) PHASES. DESCRIPTIONS OF EACH OF THE PHASES IDENTIFIED ARE AS FOLLOWS:
PHASE 0 - MOBILIZATION AND PROCUREMENT
THE CONTRACTOR SHALL UTILIZE THIS PHASE TO MOBILIZE FOR CONSTRUCTION. MOBILIZATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE DEVELOPMENT OF A COMPREHENSIVE CONSTRUCTION SCHEDULE, PREPARATION AND SUBMISSION OF ALL SHOP DRAWINGS FOR REVIEW AND APPROVAL, COORDINATION OF ANY PERMITTING REQUIREMENTS, ORDERING OF MATERIALS (SPECIAL ATTENTION SHALL BE PAID TO ITEMS WITH LONG LEAD TIMES), ETC. IT IS THE INTENT OF THIS PHASE TO PROVIDE THE CONTRACTOR WITH SUFFICIENT TIME TO COMPLETE ALL TASKS REQUIRED TO FULLY MOBILIZE BEFORE BREAKING GROUND ON THE CONSTRUCTION SITE. THE CONTRACTOR HAS UP TO 30 DAYS CONSECUTIVE CALENDAR DAYS FOR THE OVERALL MOBILIZATION AND PROCUREMENT OF ALL MATERIALS. SHOULD THE CONTRACTOR SATISFACTORILY COMPLETE THE MOBILIZATION PHASE PRIOR TO THE ALLOTTED PERIOD AND WISH TO BEGIN THE FOLLOWING PHASE, THEY MAY DO SO PROVIDED A WRITTEN REQUEST IS SUBMITTED TO AND APPROVAL IS GRANTED BY THE OWNER REPRESENTATIVE. THE EARLY COMMENCEMENT OF A PHASE SHALL NOT ALTER THE ALLOTTED TIME FOR CONSECUTIVE PHASES.
ADDITIONALLY, THE PRE-CONSTRUCTION CONFERENCE SHALL BE CONDUCTED DURING THIS PHASE TO FAMILIARIZE THE CONTRACTOR WITH THE PROJECT SITE, OPERATIONS REQUIREMENTS AND OTHER GENERAL PROJECT REQUIREMENTS. THE
CONTRACTOR HAS 90 CONSECUTIVE CALENDAR DAYS FOR PHASES 1-2.
PHASE 1 - TRUCK FOAM INSTALL
WORK HOURS: MONDAY TO FRIDAY, UNLESS OTHERWISE NOTED.
7AM - 4PM
PHASE 1 CONSISTS OF THE INSTALLATION OF SFFF CAPABILITIES FOR SEVEN TRUCKS AT THE ARFF FACILITY.
PHASE 2 - DEMOLITION
WORK HOURS: MONDAY TO FRIDAY, UNLESS OTHERWISE NOTED.
7AM - 4PM
PHASE 2 CONSISTS OF THE DEMOLITION OF EXISTING AFFF EQUIPMENT. THE WORK GENERALLY CONSISTS OF EXISTING AFFF PIPING, REEL, AND STORAGE CONTAINERS.
PHASING NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
SEE SHEETS G101 FOR CONTRACT LAYOUT PLAN AND ASSOCIATED NOTES.
SEE "G" AND "A" SERIES SHEETS FOR CONSTRUCTION PLANS AND DETAILS.
THE CONTRACTOR MAY ELECT TO PERFORM PHASES 1 AND 2 IN ANY ORDER. ONCE WORK HAS BEGUN IN A PARTICULAR PHASE, THE CONTRACTOR MUST COMPLETE ALL WORK IN THAT PHASE PRIOR TO MOVING TO THE NEXT PHASE.
THE CONTRACTOR SHALL SUBMIT A COMPLETE AND DETAILED CONSTRUCTION SCHEDULE TO THE AUTHORITY FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL NOT REVISE THE SCHEDULE WITHOUT THE
WRITTEN APPROVAL OF THE AUTHORITY.
THE CONTRACTOR WILL BE RESPONSIBLE FOR PROTECTING ALL ANCILLARY TENANT EQUIPMENT DURING CONSTRUCTION.
THE DURATIONS INCLUDED FOR PHASING ARE CONSECUTIVE CALENDAR DAYS.
BLACKOUT DATES:
48 HOUR'S NOTICE SHALL BE PROVIDED PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES TO ENSURE THAT APPROPRIATE
NOTAMS ARE ISSUED, IF REQUIRED.
AREA MUST BE BACK TO FULL OPERATION ONCE A WORK PERIOD IS COMPLETE. IF THE AREA IS NOT OPERATIONAL BY THE END OF WORK DAY, MAINTAIN WORK ZONE BARRICADES IN PLACE. ALL TOOLS, EQUIPMENT, MATERIAL AND DEBRIS MUST BE
REMOVED AS A TYPICAL DAY CLOSEOUT.
0 10 20 30 40 50 60 70 80 90 100 110 120
CONSTRUCTION PHASING SCHEMATIC
NO
TI
CE
T
O
PR
OC
EE
D
SU
BS
TA
NT
IA
L C
OM
PL
ET
IO
NPHASE 0 (MOBILIZATION AND
PROCUREMENT) - 30 DAYS
PHASE 2 (DEMOLITION) - 30 DAYS
PHASE 1 (TRUCK FOAM INSTALL) - 60 DAYS
120 DAYS
A
1 2 3 4 5 6
2 3 4 5 6
B
C
D
E
REVISIONS
DATE ISSUED:
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT NUMBER:
PROJECT STATUS:
SHEET ID:
SHEET TITLE:
PROJECT ADDRESS:
PROJECT TITLE:
SEAL:
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REFERENCE DOCUMENTS
Author
Checker
LCPA F3 TRANSITION
10060109003
11/17/2025
Designer
G005
OVERALL
CONSTRUCTION
PHASING PLAN
© 2025 RS&H, INC
Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.
Phone: 813-289-5550 Fax: 813-289-0263
1715 N. Westshore Blvd., Suite 600 Tampa, Florida 33607-3999 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 *
STATION 92
STATION 91
CONSTRUCTION PHASING PLAN
NOTES
1.
2.
WHERE CURB RAMP, PEDESTRIAN CROSSING AND/OR
ADA LOADING IS MARKED, SHIFT WORK ZONE TO
NEAREST ADJACENT CLEAR AREA
PROVIDE TRAFFIC CONES FRONT AND BACK OF
VEHICLE.
CONSTRUCTION PHASING LEGEND
CONE/DELINEATOR
PROTECTION BOARD
TEMPORARY SIGNAGE
CONTRACTOR HAUL ROUTE
TEMPORARY STAGING AND LOADING
ZONE
REFERENCE PHOTO LOCATION
X
CONTRACT LAYOUT PLAN NOTES
1.
2.
3.
4.
5.
CONTRACTOR LAYOUT PLAN AND HAUL ROUTE TO BE
CONFIRMED DURING DESIGN REVIEW MEETING.
FOR GENERAL NOTES AND CONTRACTOR'S STAGING AREA
NOTES, SEE SHEET G004.
A STAGING AREA AND EMPLOYEE PARKING AREA WILL BE
COORDINATED WITH THE CONSTRUCTION MANAGER DURING
THE MOBILIZATION PHASE. LIMITS OF THE STAGING AREA
SHALL BE AGREED TO BY THE CONTRACTOR AND
CONSTRUCTION MANAGER. ADDITIONAL STAGING AREAS
MAY BE AVAILABLE AND WILL BE SUBJECT TO THE REVIEW
AND APPROVAL OF THE CONSTRUCTION MANAGER.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING
THE AIRPORT SECURE AT ALL TIMES DURING
CONSTRUCTION. SEE SHEET G004 FOR ADDITIONAL
REQUIREMENTS.
LAYDOWN YARD SIZE, CONFIGURATION AND ACCESS WILL BE
COORDINATED WITH THE OWNER'S CONSTRUCTION
MANAGER IF REQUIRED.
SCALE: = 1'-0"
A
1 2 3 4 5 6
2 3 4 5 6
B
C
D
E
0 8 168
1/8"
REVISIONS
DATE ISSUED:
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT NUMBER:
PROJECT STATUS:
SHEET ID:
SHEET TITLE:
PROJECT ADDRESS:
PROJECT TITLE:
SEAL:
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REFERENCE DOCUMENTS
Author
Checker
LCPA F3 TRANSITION
10060109003
11/17/2025
Designer
G101
CONTRACT LAYOUT
PLAN AND NOTES
© 2025 RS&H, INC
Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.
Phone: 813-289-5550 Fax: 813-289-0263
1715 N. Westshore Blvd., Suite 600 Tampa, Florida 33607-3999 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 *
5620 * LCC000210 * GB238
NO. DESCRIPTION DATE
SCALE: 1" = 60'-0"
A1 RSW ARFF SITE PLANN
SCALE: 1" = 60'-0"
A4 FMY ARFF SITE PLANN
REFERENCE PHOTO LEGEND
PHOTO DESCRIPTION
1 ARFF vehicle test wall and drain
SCALE: N.T.S.D1 PHOTO 1
PARTITION LEGEND
DEMOLITION PLAN LEGEND
EXISTING CONSTRUCTION TO BE DEMOLISHED
EXISTING CONSTRUCTION TO REMAIN
AREA NOT IN CONTRACT (NIC) U.N.O.
GENERAL DEMOLITION NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
CONTRACTOR TO SCHEDULE AND COORDINATE WITH AIRPORT AND TENANTS PRIOR
TO BEGINNING DEMOLITION WORK. MAINTAIN EXISTING OPERATIONS, PROTECT
EXISTING FINISHES AND EQUIPMENT, AND RESTORE FINISHES AND (EQUIPMENT IF
DAMAGED) REMOVED OR DAMAGED AS PART OF THE WORK OF THIS PROJECT.
NEITHER THE A/E OR OWNER GUARANTEE THE ACCURACY OF THE EXISTING
CONDITIONS DEFINED WITHIN THE CONTRACT DOCUMENTS OR RECORD DRAWINGS.
THE CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS.
DEMOLITION WORK MUST BE PHASED TO ACCOMMODATE NEW WORK. THE
CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATION AND SEQUENCING NEW
AND DEMO WORK (SEE PHASING DIAGRAMS), IN ORDER TO PROVIDE A FINISHED AND
OCCUPIED /USEABLE SPACE AT THE COMPLETION OF EACH PHASE OF THE WORK.
ALL DEMOLITION WORK, TEMPORARY REMOVAL OF EXISTING ELEMENTS, AND
REINSTALLATION OF TEMPORARILY REMOVED ELEMENTS, FOR INSTALLATION OF NEW
WORK MUST BE INCLUDED IN THE GENERAL CONTRACTOR'S BID. ANY STRUCTURAL
FRAMING TO BE DEMOLISHED BY GENERAL CONTRACTOR MUST BE REVIEWED IN THE
FIELD BY THE STRUCTURAL ENGINEER PRIOR TO DEMO WORK PROCEEDING, AS PART
OF PRE-DEMOLITION MEETING.
WHEN ITEMS ARE SHOWN AS DEMOLISHED, ALL ASSOCIATED ABANDONED CONDUIT,
WIRE HANGERS, STRAPS, AND SUPPORTS MUST ALSO BE REMOVED.
EXISTING UTILITIES ARE TO BE MAINTAINED DURING CONSTRUCTION. G.C. MUST
NOTIFY THE AIRPORT AUTHORITY OF ANY DISRUPTIONS 72 HOURS IN ADVANCE AND
PROVIDE INTERIM UTILITIES AS REQUIRED.
REFERENCE OTHER DISCIPLINES -STRUCTURAL, MECHANICAL, ELECTRICAL,
PLUMBING, FIRE ALARM, DATA, FIRE SPRINKLERS, ETC., FOR ADDITIONAL DEMOLITION
REQUIREMENTS.
THE AIRPORT/AIRLINE OPERATIONS MUST BE MAINTAINED AT ALL TIMES; THE
CONTRACTOR'S WORK MAY BE INTERRUPTED IF AIRPORT/AIRLINE OPERATIONS ARE
IMPACTED; THE CONTRACTOR'S SCHEDULE & SEQUENCE OF WORK MUST BE
COORDINATED WITH THE AIRPORT & AIRLINES.
THE CONTRACTOR IS TO PROTECT EXISTING FINISHES, AND MAKE REPAIRS TO THE
EXISTING FINISHES AND FIRE PROOFING WHERE DAMAGED OR REQUIRED FOR UNDER
SLAB WORK AND CORES, AS PART OF THE NEW WORK ASSOCIATED WITH THIS
PROJECT.
NOTES APPEAR ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND
MATERIALS. REVIEW ALL SHEETS AND APPLY NOTES TO RELATED BUILDING
COMPONENTS.
REFER TO COMPLETE SET OF ISSUED CONTRACT DOCUMENTS FOR OTHER
APPLICABLE NOTES, ABBREVIATIONS, AND SYMBOLS.
DEMOLITION NOTES ARE TO DEFINE INTENT. DEMOLITION MUST INCLUDE ALL ITEMS
INDICATED ON THE PLANS AND ALL OTHER ITEMS REQUIRED TO BE DEMOLISHED IN
ORDER TO ACCOMPLISH NEW CONSTRUCTION AND FINISHES INDICTED ELSEWHERE
ON THE ENTIRE SET OF CONTRACT DOCUMENTS. ALL CONTRACTOR(S),
SUBCONTRACTORS AND VENDORS MUST FIELD VERIFY ALL PRIOR TO DEMOLITION.
CONTRACTOR MUST VERIFY WITH THE OWNER WHICH ITEMS ARE TO BE SALVAGED
AND TURNED OVER TO THE OWNER.
DOORS, DOOR HARDWARE, DOOR FRAMES, LIGHT FIXTURES, EXIT SIGNS, FIRE
EXTINGUISHER CABINETS, GLASS AND OTHER CONSTRUCTION ITEMS SALVAGED
DURING DEMOLITION, WHICH MEET THE REQUIREMENTS OF CONTRACT DOCUMENTS
AND BUILDING STANDARDS, MAY BE RE-USED IN THE NEW CONSTRUCTION UPON
WRITTEN APPROVAL OF THE ARCHITECT.
CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, FITTING AND PATCHING OF THE
WORK NECESSARY TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND
PERMIT INSTALLATION OF REPLACEMENT WORK BY HIS OWN FORCES OR HIS
SUBCONTRACTORS, AND TO FULLY REPAIR AND REFINISH DISTURBED STRUCTURE
AND SURFACES.
DEMO PORTIONS OF EXISTING PARTITIONS AS REQUIRED FOR NEW PENETRATIONS.
MAINTAIN RATED SEPARATION.
CONSTRUCTION TYPE FOR ANY TEMPORARY OR PERMANENT PUBLIC OCCUPIED
SPACES MUST MEET THE REQUIREMENTS OF TYPE I-B OF THE 2012 NCSBC.
UTILITIES, ELEVATORS, ESCALATOR, PLUMBING, SANITARY, LIGHTING, ETC., MUST NOT
BE INTERRUPTED AT ANY TIME W/OUT 48 HOUR NOTICE TO AND APPROVAL BY THE
OWNER.
OCCUPANTS MUST BE PROTECTED FROM WEATHER & CONSTRUCTION ACTIVITIES AT
ALL TIMES.
CORRIDOR WIDTH OF 80" MUST BE MAINTAINED THROUGHOUT CONSTRUCTION
DURATION FOR ANY PUBLIC OCCUPIED SPACE U.N.O.
HEIGHT CLEARANCE OF 90" MUST BE MAINTAINED THROUGHOUT CONSTRUCTION
DURATION FOR ANY PUBLIC OCCUPIED SPACE U.N.O.
REMOVE DEMOLITION MATERIALS AND DEBRIS FROM PROJECT SITE AS SPECIFIED.
DEMOLITION MATERIALS AND DEBRIS MUST BE DISPOSED OF IN ACCORDANCE WITH
APPLICABLE LOCAL, STATE AND FEDERAL CODE REQUIREMENTS.
THE OWNER RESERVES THE RIGHT TO SALVAGE ANY EQUIPMENT OR MATERIALS. A
FINAL REMOVAL DATE WILL BE AGREED UPON PRIOR TO THE CONTRACTOR
COMMENCING WORK. ANY ITEMS REMAINING AFTER THAT MUST BE DISPOSED OF BY
THE CONTRACTOR.
0 REFERENCE PHOTO LOCATION
REMOVE GROUND LEVEL
AFFF STORAGE TANK AND
APPURTENANCES
REMOVE AFFF DISCHARGE
CONNECTION TO CONDENSATE LINE.
REPLACE EXISTING TEE WITH ANGLE.
AC UNIT EXISTING TO REMAIN.
REMOVE AFFF PUMP
REMOVE AND REPLACE
CONDENSATE LINE
2 3 4
5 6
A
1 2 3 4 5 6
2 3 4 5 6
B
C
D
E
REVISIONS
DATE ISSUED:
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT NUMBER:
PROJECT STATUS:
SHEET ID:
SHEET TITLE:
PROJECT ADDRESS:
PROJECT TITLE:
SEAL:
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REFERENCE DOCUMENTS
Author
Checker
LCPA F3 TRANSITION
10060109003
11/17/2025
Designer
AD101
OVERALL FIRST
FLOOR DEMOLITION
PLAN - STATION 91
© 2025 RS&H, INC
Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.
Phone: 813-289-5550 Fax: 813-289-0263
1715 N. Westshore Blvd., Suite 600 Tampa, Florida 33607-3999 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 *
5620 * LCC000210 * GB238
SCALE: N.T.S.A1 OVERALL FIRST FLOOR DEMOLITION PLAN - STATION 91N
PN
REFERENCE PHOTO LEGEND
PHOTO DESCRIPTION
2 PVC drain line running through exterior wall at Station 91 3 PVC fill line and fill pump at Station 91 4 AFFF Tank drain, supports and bottom at Station 91 5 AFFF Tank and PVC A/C condensate line at Station 91 6 PVC ARFF vehicle lines at Station 91 25 AFFF Tank overview at Station 91
SCALE: N.T.S.D1 PHOTO 2
SCALE: N.T.S.D2 PHOTO 3
SCALE: N.T.S.D3 PHOTO 4
SCALE: N.T.S.A4 PHOTO 5
SCALE: N.T.S.A5 PHOTO 6
SCALE: N.T.S.C4 PHOTO 25
FIRST FLOOR
LOADING PUMP AND
PIPING TO TANKS
ABOVE TO BE
REMOVED
TANK 1
TANK 2
PUMPS
MEZZANINE LEVEL AFFF STORAGE
AND PUMP ROOM. REMOVE FOAM
STORAGE TANKS, PUMPS, AND
APPURTENANCES
MEZZANINE LEVEL PUMP AND
PIPING ABOVE TO BE REMOVED
PARTITION LEGEND
DEMOLITION PLAN LEGEND
EXISTING CONSTRUCTION TO BE DEMOLISHED
EXISTING CONSTRUCTION TO REMAIN
AREA NOT IN CONTRACT (NIC) U.N.O.
GENERAL DEMOLITION NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
CONTRACTOR TO SCHEDULE AND COORDINATE WITH AIRPORT AND TENANTS PRIOR
TO BEGINNING DEMOLITION WORK. MAINTAIN EXISTING OPERATIONS, PROTECT
EXISTING FINISHES AND EQUIPMENT, AND RESTORE FINISHES AND (EQUIPMENT IF
DAMAGED) REMOVED OR DAMAGED AS PART OF THE WORK OF THIS PROJECT.
NEITHER THE A/E OR OWNER GUARANTEE THE ACCURACY OF THE EXISTING
CONDITIONS DEFINED WITHIN THE CONTRACT DOCUMENTS OR RECORD DRAWINGS.
THE CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS.
DEMOLITION WORK MUST BE PHASED TO ACCOMMODATE NEW WORK. THE
CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATION AND SEQUENCING NEW
AND DEMO WORK (SEE PHASING DIAGRAMS), IN ORDER TO PROVIDE A FINISHED AND
OCCUPIED /USEABLE SPACE AT THE COMPLETION OF EACH PHASE OF THE WORK.
ALL DEMOLITION WORK, TEMPORARY REMOVAL OF EXISTING ELEMENTS, AND
REINSTALLATION OF TEMPORARILY REMOVED ELEMENTS, FOR INSTALLATION OF NEW
WORK MUST BE INCLUDED IN THE GENERAL CONTRACTOR'S BID. ANY STRUCTURAL
FRAMING TO BE DEMOLISHED BY GENERAL CONTRACTOR MUST BE REVIEWED IN THE
FIELD BY THE STRUCTURAL ENGINEER PRIOR TO DEMO WORK PROCEEDING, AS PART
OF PRE-DEMOLITION MEETING.
WHEN ITEMS ARE SHOWN AS DEMOLISHED, ALL ASSOCIATED ABANDONED CONDUIT,
WIRE HANGERS, STRAPS, AND SUPPORTS MUST ALSO BE REMOVED.
EXISTING UTILITIES ARE TO BE MAINTAINED DURING CONSTRUCTION. G.C. MUST
NOTIFY THE AIRPORT AUTHORITY OF ANY DISRUPTIONS 72 HOURS IN ADVANCE AND
PROVIDE INTERIM UTILITIES AS REQUIRED.
REFERENCE OTHER DISCIPLINES -STRUCTURAL, MECHANICAL, ELECTRICAL,
PLUMBING, FIRE ALARM, DATA, FIRE SPRINKLERS, ETC., FOR ADDITIONAL DEMOLITION
REQUIREMENTS.
THE AIRPORT/AIRLINE OPERATIONS MUST BE MAINTAINED AT ALL TIMES; THE
CONTRACTOR'S WORK MAY BE INTERRUPTED IF AIRPORT/AIRLINE OPERATIONS ARE
IMPACTED; THE CONTRACTOR'S SCHEDULE & SEQUENCE OF WORK MUST BE
COORDINATED WITH THE AIRPORT & AIRLINES.
THE CONTRACTOR IS TO PROTECT EXISTING FINISHES, AND MAKE REPAIRS TO THE
EXISTING FINISHES AND FIRE PROOFING WHERE DAMAGED OR REQUIRED FOR UNDER
SLAB WORK AND CORES, AS PART OF THE NEW WORK ASSOCIATED WITH THIS
PROJECT.
NOTES APPEAR ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND
MATERIALS. REVIEW ALL SHEETS AND APPLY NOTES TO RELATED BUILDING
COMPONENTS.
REFER TO COMPLETE SET OF ISSUED CONTRACT DOCUMENTS FOR OTHER
APPLICABLE NOTES, ABBREVIATIONS, AND SYMBOLS.
DEMOLITION NOTES ARE TO DEFINE INTENT. DEMOLITION MUST INCLUDE ALL ITEMS
INDICATED ON THE PLANS AND ALL OTHER ITEMS REQUIRED TO BE DEMOLISHED IN
ORDER TO ACCOMPLISH NEW CONSTRUCTION AND FINISHES INDICTED ELSEWHERE
ON THE ENTIRE SET OF CONTRACT DOCUMENTS. ALL CONTRACTOR(S),
SUBCONTRACTORS AND VENDORS MUST FIELD VERIFY ALL PRIOR TO DEMOLITION.
CONTRACTOR MUST VERIFY WITH THE OWNER WHICH ITEMS ARE TO BE SALVAGED
AND TURNED OVER TO THE OWNER.
DOORS, DOOR HARDWARE, DOOR FRAMES, LIGHT FIXTURES, EXIT SIGNS, FIRE
EXTINGUISHER CABINETS, GLASS AND OTHER CONSTRUCTION ITEMS SALVAGED
DURING DEMOLITION, WHICH MEET THE REQUIREMENTS OF CONTRACT DOCUMENTS
AND BUILDING STANDARDS, MAY BE RE-USED IN THE NEW CONSTRUCTION UPON
WRITTEN APPROVAL OF THE ARCHITECT.
CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, FITTING AND PATCHING OF THE
WORK NECESSARY TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND
PERMIT INSTALLATION OF REPLACEMENT WORK BY HIS OWN FORCES OR HIS
SUBCONTRACTORS, AND TO FULLY REPAIR AND REFINISH DISTURBED STRUCTURE
AND SURFACES.
DEMO PORTIONS OF EXISTING PARTITIONS AS REQUIRED FOR NEW PENETRATIONS.
MAINTAIN RATED SEPARATION.
CONSTRUCTION TYPE FOR ANY TEMPORARY OR PERMANENT PUBLIC OCCUPIED
SPACES MUST MEET THE REQUIREMENTS OF TYPE I-B OF THE 2012 NCSBC.
UTILITIES, ELEVATORS, ESCALATOR, PLUMBING, SANITARY, LIGHTING, ETC., MUST NOT
BE INTERRUPTED AT ANY TIME W/OUT 48 HOUR NOTICE TO AND APPROVAL BY THE
OWNER.
OCCUPANTS MUST BE PROTECTED FROM WEATHER & CONSTRUCTION ACTIVITIES AT
ALL TIMES.
CORRIDOR WIDTH OF 80" MUST BE MAINTAINED THROUGHOUT CONSTRUCTION
DURATION FOR ANY PUBLIC OCCUPIED SPACE U.N.O.
HEIGHT CLEARANCE OF 90" MUST BE MAINTAINED THROUGHOUT CONSTRUCTION
DURATION FOR ANY PUBLIC OCCUPIED SPACE U.N.O.
REMOVE DEMOLITION MATERIALS AND DEBRIS FROM PROJECT SITE AS SPECIFIED.
DEMOLITION MATERIALS AND DEBRIS MUST BE DISPOSED OF IN ACCORDANCE WITH
APPLICABLE LOCAL, STATE AND FEDERAL CODE REQUIREMENTS.
THE OWNER RESERVES THE RIGHT TO SALVAGE ANY EQUIPMENT OR MATERIALS. A
FINAL REMOVAL DATE WILL BE AGREED UPON PRIOR TO THE CONTRACTOR
COMMENCING WORK. ANY ITEMS REMAINING AFTER THAT MUST BE DISPOSED OF BY
THE CONTRACTOR.
ANY PIPING THAT INTERACTS WITH THE AFFF SYSTEM MUST BE REMOVED AND
PROPERLY DISPOSED OF.
0 REFERENCE PHOTO LOCATION
7 8
SCALE: = 1'-0"
A
1 2 3 4 5 6
2 3 4 5 6
B
C
D
E
0 8 168
1/8"
REVISIONS
DATE ISSUED:
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT NUMBER:
PROJECT STATUS:
SHEET ID:
SHEET TITLE:
PROJECT ADDRESS:
PROJECT TITLE:
SEAL:
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7/
1:
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D \D oc um en ts
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Tr an si tio n_ A_
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REFERENCE DOCUMENTS
DAC
Checker
LCPA F3 TRANSITION
10060109003
11/17/2025
Designer
AD102
OVERALL FIRST
FLOOR DEMOLITION
PLANS - STATION 92
© 2025 RS&H, INC
Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.
Phone: 813-289-5550 Fax: 813-289-0263
1715 N. Westshore Blvd., Suite 600 Tampa, Florida 33607-3999 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 *
5620 * LCC000210 * GB238
NO. DESCRIPTION DATE
SCALE: 1/8" = 1'-0"
A1 OVERALL FIRST FLOOR DEMOLTION PLAN - STATION 92
SCALE: 1/8" = 1'-0"
A4 OVERALL MEZZANINE DEMOLITION FLOOR PLAN - STATION 92N N
SCALE: N.T.S.D1 PHOTO 7
SCALE: N.T.S.D2 PHOTO 8
REFERENCE PHOTO LEGEND
PHOTO DESCRIPTION
7 Fill pump and PVC fill lines main floor Station 92 8 Decontamination station bay in Station 92 9 AFFF Tank PVC fill lines at Station 92 10 AFFF Tank PVC fill lines at Station 92 11 AFFF Tank and PVC fill lines at Station 92 12 AFFF Tank PVC drain lines at Station 92 13 AFFF Tank at Station 92 14 AFFF Tank drain at Station 92 15 ARFF vehicle bay overview at Station 92 16 AFFF Tanks PVC drain lines at Station 92 17 AFFF Tanks PVC drain lines at Station 92 18 ARFF vehicle fill pump and base at Station 92
OVERHEAD AFFF PIPING SYSTEM TO BE REMOVED
OVERHEAD AFFF TRUCK FILLING
STATIONS TO BE REMOVED.
EXISTING WATER SERVICE TO
REMAIN.
21 22
PARTITION LEGEND
DEMOLITION PLAN LEGEND
EXISTING CONSTRUCTION TO BE DEMOLISHED
EXISTING CONSTRUCTION TO REMAIN
AREA NOT IN CONTRACT (NIC) U.N.O.
GENERAL DEMOLITION NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
CONTRACTOR TO SCHEDULE AND COORDINATE WITH AIRPORT AND TENANTS PRIOR
TO BEGINNING DEMOLITION WORK. MAINTAIN EXISTING OPERATIONS, PROTECT
EXISTING FINISHES AND EQUIPMENT, AND RESTORE FINISHES AND (EQUIPMENT IF
DAMAGED) REMOVED OR DAMAGED AS PART OF THE WORK OF THIS PROJECT.
NEITHER THE A/E OR OWNER GUARANTEE THE ACCURACY OF THE EXISTING
CONDITIONS DEFINED WITHIN THE CONTRACT DOCUMENTS OR RECORD DRAWINGS.
THE CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS.
DEMOLITION WORK MUST BE PHASED TO ACCOMMODATE NEW WORK. THE
CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATION AND SEQUENCING NEW
AND DEMO WORK (SEE PHASING DIAGRAMS), IN ORDER TO PROVIDE A FINISHED AND
OCCUPIED /USEABLE SPACE AT THE COMPLETION OF EACH PHASE OF THE WORK.
ALL DEMOLITION WORK, TEMPORARY REMOVAL OF EXISTING ELEMENTS, AND
REINSTALLATION OF TEMPORARILY REMOVED ELEMENTS, FOR INSTALLATION OF NEW
WORK MUST BE INCLUDED IN THE GENERAL CONTRACTOR'S BID. ANY STRUCTURAL
FRAMING TO BE DEMOLISHED BY GENERAL CONTRACTOR MUST BE REVIEWED IN THE
FIELD BY THE STRUCTURAL ENGINEER PRIOR TO DEMO WORK PROCEEDING, AS PART
OF PRE-DEMOLITION MEETING.
WHEN ITEMS ARE SHOWN AS DEMOLISHED, ALL ASSOCIATED ABANDONED CONDUIT,
WIRE HANGERS, STRAPS, AND SUPPORTS MUST ALSO BE REMOVED.
EXISTING UTILITIES ARE TO BE MAINTAINED DURING CONSTRUCTION. G.C. MUST
NOTIFY THE AIRPORT AUTHORITY OF ANY DISRUPTIONS 72 HOURS IN ADVANCE AND
PROVIDE INTERIM UTILITIES AS REQUIRED.
REFERENCE OTHER DISCIPLINES -STRUCTURAL, MECHANICAL, ELECTRICAL,
PLUMBING, FIRE ALARM, DATA, FIRE SPRINKLERS, ETC., FOR ADDITIONAL DEMOLITION
REQUIREMENTS.
THE AIRPORT/AIRLINE OPERATIONS MUST BE MAINTAINED AT ALL TIMES; THE
CONTRACTOR'S WORK MAY BE INTERRUPTED IF AIRPORT/AIRLINE OPERATIONS ARE
IMPACTED; THE CONTRACTOR'S SCHEDULE & SEQUENCE OF WORK MUST BE
COORDINATED WITH THE AIRPORT & AIRLINES.
THE CONTRACTOR IS TO PROTECT EXISTING FINISHES, AND MAKE REPAIRS TO THE
EXISTING FINISHES AND FIRE PROOFING WHERE DAMAGED OR REQUIRED FOR UNDER
SLAB WORK AND CORES, AS PART OF THE NEW WORK ASSOCIATED WITH THIS
PROJECT.
NOTES APPEAR ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND
MATERIALS. REVIEW ALL SHEETS AND APPLY NOTES TO RELATED BUILDING
COMPONENTS.
REFER TO COMPLETE SET OF ISSUED CONTRACT DOCUMENTS FOR OTHER
APPLICABLE NOTES, ABBREVIATIONS, AND SYMBOLS.
DEMOLITION NOTES ARE TO DEFINE INTENT. DEMOLITION MUST INCLUDE ALL ITEMS
INDICATED ON THE PLANS AND ALL OTHER ITEMS REQUIRED TO BE DEMOLISHED IN
ORDER TO ACCOMPLISH NEW CONSTRUCTION AND FINISHES INDICTED ELSEWHERE
ON THE ENTIRE SET OF CONTRACT DOCUMENTS. ALL CONTRACTOR(S),
SUBCONTRACTORS AND VENDORS MUST FIELD VERIFY ALL PRIOR TO DEMOLITION.
CONTRACTOR MUST VERIFY WITH THE OWNER WHICH ITEMS ARE TO BE SALVAGED
AND TURNED OVER TO THE OWNER.
DOORS, DOOR HARDWARE, DOOR FRAMES, LIGHT FIXTURES, EXIT SIGNS, FIRE
EXTINGUISHER CABINETS, GLASS AND OTHER CONSTRUCTION ITEMS SALVAGED
DURING DEMOLITION, WHICH MEET THE REQUIREMENTS OF CONTRACT DOCUMENTS
AND BUILDING STANDARDS, MAY BE RE-USED IN THE NEW CONSTRUCTION UPON
WRITTEN APPROVAL OF THE ARCHITECT.
CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, FITTING AND PATCHING OF THE
WORK NECESSARY TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND
PERMIT INSTALLATION OF REPLACEMENT WORK BY HIS OWN FORCES OR HIS
SUBCONTRACTORS, AND TO FULLY REPAIR AND REFINISH DISTURBED STRUCTURE
AND SURFACES.
DEMO PORTIONS OF EXISTING PARTITIONS AS REQUIRED FOR NEW PENETRATIONS.
MAINTAIN RATED SEPARATION.
CONSTRUCTION TYPE FOR ANY TEMPORARY OR PERMANENT PUBLIC OCCUPIED
SPACES MUST MEET THE REQUIREMENTS OF TYPE I-B OF THE 2012 NCSBC.
UTILITIES, ELEVATORS, ESCALATOR, PLUMBING, SANITARY, LIGHTING, ETC., MUST NOT
BE INTERRUPTED AT ANY TIME W/OUT 48 HOUR NOTICE TO AND APPROVAL BY THE
OWNER.
OCCUPANTS MUST BE PROTECTED FROM WEATHER & CONSTRUCTION ACTIVITIES AT
ALL TIMES.
CORRIDOR WIDTH OF 80" MUST BE MAINTAINED THROUGHOUT CONSTRUCTION
DURATION FOR ANY PUBLIC OCCUPIED SPACE U.N.O.
HEIGHT CLEARANCE OF 90" MUST BE MAINTAINED THROUGHOUT CONSTRUCTION
DURATION FOR ANY PUBLIC OCCUPIED SPACE U.N.O.
REMOVE DEMOLITION MATERIALS AND DEBRIS FROM PROJECT SITE AS SPECIFIED.
DEMOLITION MATERIALS AND DEBRIS MUST BE DISPOSED OF IN ACCORDANCE WITH
APPLICABLE LOCAL, STATE AND FEDERAL CODE REQUIREMENTS.
THE OWNER RESERVES THE RIGHT TO SALVAGE ANY EQUIPMENT OR MATERIALS. A
FINAL REMOVAL DATE WILL BE AGREED UPON PRIOR TO THE CONTRACTOR
COMMENCING WORK. ANY ITEMS REMAINING AFTER THAT MUST BE DISPOSED OF BY
THE CONTRACTOR.
0 REFERENCE PHOTO LOCATION
19 20 21 22
A
1 2 3 4 5 6
2 3 4 5 6
B
C
D
E
REVISIONS
DATE ISSUED:
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT NUMBER:
PROJECT STATUS:
SHEET ID:
SHEET TITLE:
PROJE…
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