STATE MAP:

STATE OF FLORIDA

CITY OF LAKELAND

VICINITY MAP:

PROJECT

LOCATION

PROJECT No.:

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

Mead & Hunt, Inc.

4010 West Boy Scout Blvd, Suite 1000 Tampa, FL 33607 phone: 813-210-8740 meadhunt.com

HOLDROOM EXPANSION

3900 DON EMERSON DR, SUITE 210

LAKELAND, FL

4667719-261066.01

LAKELAND LINDER

INTERNATIONAL AIRPORT

L A

K E

L A

N D

L

IN

D E

R

IN

T E

R N

A T

IO

N

A L A

IR

P

O R

T

D O

N E

M E

R S

O N

D R

S

U

IT

E

L A

K E

L A

N D

F

L

H O

L D

R O

O M

E X

P A

N S

IO

N

G-001

COVER SHEET

NOT FOR CONSTRUCTION

4667719-261066.01

KB

AM

07/16/2026

MMR

GENERAL

G-001 COVER SHEET

G-003 GENERAL NOTES

G-004 CONTRACTOR LAYOUT AND PHASING PLAN

G-011 CODE ANALYSIS SCHEDULES

G-021 LIFE SAFETY AND OCCUPANCY PLANS

CIVIL

C-051 EXISTING CONDITION AND DEMOLITION

PLAN

C-121 PROPOSED SITE AND UTILITY PLAN

C-131 SITE DETAILS - SHEET 1

C-132 SITE DETAILS - SHEET 2

C-151 UTILITY DETAILS - SANITARY SEWER

C-152 UTILITY DETAILS - WATER

C-153 LIGHT POLE FOUNDATION DETAIL

ARCHITECTURAL

A-001 NOTES & SYMBOLS

A-101 FLOOR PLAN

A-111 ROOF PLAN

A-121 REFLECTED CEILING PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-401 TOILET ACCESSORIES

A-601 DOOR SCHEDULES /DETAILS

A-710 ARCHITECTURAL FINISH SCHEDULE

FIRE PROTECTION

F-001 SYMBOLS, ABBREVIATIONS, NOTES AND

DETAILS

F-002 SYMBOLS, ABBREVIATIONS, NOTES AND

DETAILS

F-101 FIRST FLOOR FIRE SPRINKLER PLAN

F-102 FIRST FLOOR FIRE ALARM PLAN

PLUMBING

P-001 NOTES, SYMBOLS, ABBREVIATIONS, AND

DETAILS

P-099 UNDERGROUND PLUMBING PLAN

P-101 FIRST FLOOR DRAIN AND VENT PLAN

P-131 FIRST FLOOR SUPPLY PLAN

P-401 ENLARGED PLANS

P-601 SCHEDULES

P-901 DRAIN AND VENT ISOMETRIC

P-931 SUPPLY ISOMETRIC

MECHANICAL

M-001 NOTES, SYMBOLS AND ABBREVIATIONS

M-101 FIRST FLOOR MECHANICAL PLAN

M-102 MECHANICAL ROOF PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

SHEET INDEX

ELECTRICAL

E-001 NOTES, SYMBOLS & ABBREVIATIONS

E-100 ELECTRICAL SITE PLAN

E-101 FIRST FLOOR POWER PLAN

E-110 ROOF POWER PLAN

E-121 FIRST FLOOR LIGHTING PLAN

E-401 ENLARGED PLANS, ELEVATIONS &

SECTIONS

E-501 DETAILS

E-502 DETAILS

E-503 DETAILS

E-601 LIGHTING SCHEDULES

E-602 EQUIPMENT SCHEDULE

E-603 PANEL SCHEDULES

E-701 ONE-LINE DIAGRAM

TECHNOLOGY SYSTEMS

T-001 NOTES, SYMBOLS & ABBREVIATIONS

TD011 FIRST FLOOR SITE DEMOLITION PLAN

TD100 FIRST FLOOR DEMOLITION PLAN

T-011 FIRST FLOOR TECHNOLOGY SITE PLAN

T-100 FIRST FLOOR TECHNOLOGY PLAN -

OVERALL

T-101 FIRST FLOOR COMMUNICATIONS PLAN

T-121 FIRST FLOOR SECURITY PLAN

T-141 FIRST FLOOR AUDIO VISUAL PLAN

T-401 ENLARGED PLANS, ELEVATIONS &

SECTIONS

T-501 DETAILS

T-502 DETAILS

T-601 SCHEDULES

T-701 ONE-LINE DIAGRAMS

MODULAR BUILDING DELEGATED DESIGN

THESE CONTRACT DOCUMENTS ESTABLISH THE BASIS OF DESIGN, PERFORMANCE REQUIREMENTS, AND DESIGN INTENT FOR THE MODULAR BUILDING. FINAL DESIGN, ENGINEERING, FABRICATION, AND CONSTRUCTION OF THE MODULAR BUILDING SYSTEM, INCLUDING ALL STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, ACCESSIBILITY, AND CODE COMPLIANCE REQUIREMENTS NECESSARY FOR A COMPLETE AND OPERABLE FACILITY, SHALL BE THE RESPONSIBILITY OF

THE SELECTED MODULAR BUILDING MANUFACTURER.

THE MANUFACTURER SHALL PROVIDE SIGNED AND SEALED SHOP DRAWINGS, CALCULATIONS, SPECIFICATIONS, PRODUCT APPROVALS, AND OTHER SUPPORTING DOCUMENTATION PREPARED BY DESIGN PROFESSIONALS LICENSED IN THE STATE OF

FLORIDA FOR ARCHITECT/ENGINEER REVIEW PRIOR TO FABRICATION AND PERMITTING.

THE MANUFACTURER SHALL BE RESPONSIBLE FOR COORDINATING AND VALIDATING ALL DIMENSIONS, CONNECTIONS, COMPONENTS, DELEGATED DESIGN ELEMENTS, AND SYSTEM INTEGRATION NECESSARY TO SATISFY THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND APPLICABLE CODES, REGULATIONS, AND AUTHORITIES HAVING JURISDICTION.

MODULAR BUILDING STRUCTURAL DESIGN CRITERIA

GOVERNING CODE: 2023 FLORIDA BUILDING CODE (FBC)

RISK CATEGORY: II

DEAD LOAD: BY MODULAR BUILDING MANUFACTURER

COLLATERAL DEAD LOAD: BY MODULAR BUILDING MANUFACTURER**

ROOF LIVE LOAD: 20 PSF

FLOOR LIVE LOAD: 100 PSF

ROOF SNOW LOAD: NOT APPLICABLE PER 2023 FBC SECTION 101.2

WIND LOADS:

SEISMIC LOADS: NOT APPLICABLE PER 2023 FBC SECTION 101.2

GEOTECHNICAL DESIGN DATA: TO BE DETERMINED BY FOUNDATION DESIGNER (DELEGATED DESIGN) AS THE STRUCTURE

IS A MODULAR SYSTEM AND WILL BEAR ON FLEXIBLE PAVEMENT.

FLOOD LOAD: STRUCTURE ISN’T LOCATED IN A FLOOD HAZARD AREA; THEREFORE, FLOOD DESIGN DATA IS NOT

REQUIRED

RAIN LOADS:

RAIN INTENSITY (100-YEAR):

PRIMARY DRAINAGE SYSTEM: I = 7.47 IN/HOUR (15-MIN DURATION)

SECONDARY DRAINAGE SYSTEM: I = 3.91 IN/HOUR (60-MIN DURATION)

**THE MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR ACCOUNTING FOR ALL ANTICIPATED COLLATERAL DEAD LOADS THAT MAY BE SUPPORTED FROM EITHER THE ELEVATED FLOOR OR ROOF SYSTEM. THIS INCLUDES, BUT IS NOT LIMITED TO ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION (INCLUDING THE NFPA 250-LB HANGER LOAD), ELECTRICAL, AND

LIGHTING SYSTEMS.

***THE MODULAR BUILDING STRUCTURE IS IN A WIND-BORNE DEBRIS REGION. GLAZING SHALL BE PROTECTED WITH AN IMPACT RESISTANT COVERING OR GLAZING SHALL BE IMPACT RATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE.

07/16/26 BID DOCUMENTS

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

© Copyright 2026 Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

4010 West Boy Scout Blvd, Suite 1000

Tampa, FL 33607 phone: 813-210-8740 meadhunt.com

LA

KE

LA

N

D L

IN

D

ER

IN

TE

R

N

AT

IO

N

AL

AI

R

PO

R T

D O

N E

M

ER

SO

N

D R

, S U

IT

E

LA

KE

LA

N

D , F

L

H O

LD

R

O O

M E

XP

AN

SI

O

N

07/16/26 BID DOCUMENTS

GENERAL NOTES

G-003

NOT FOR CONSTRUCTION

CPS

DSB

DES

W ed ne sd ay , J ul y

, 2

:4

8:

A M

X:

\4

\2

6.

\T

EC

H \C

AD

\C

AD

F ile s\

Sh ee ts \G en er al N ot es

.d w g

07/16/2026 4667718-261066.01

GENERAL NOTES:

1. PROJECT LOCATION: BASED ON THE FEMA FLOOD INSURANCE RATE MAP -COMMUNITY PANEL NUMBER 12105C0460G, EFFECTIVE DATE - DECEMBER 22, 2016, THE CONSTRUCTION AREA FOR THE

PROJECT IS IN ZONE X, AREAS OF MINIMAL FLOODING.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT CITY OF LAKELAND, FEDERAL AVIATION ADMINISTRATION, LOCAL UTILITY COMPANIES, AND SUNSHINE STATE ONE CALL CENTER OF FLORIDA TO IDENTIFY UNDERGROUND UTILITIES AND/OR CABLES WITHIN THE PROJECT LIMITS AND/OR STAGING AREA. SEE CONTACT TABLE BELOW FOR MORE INFORMATION.

3. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES AND GROUND TOPOGRAPHIC FEATURES HAS BEEN PREPARED FROM FIELD SURVEYS AND AVAILABLE RECORDS. THIS INFORMATION IS NOT GUARANTEED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL UTILITIES, BY ELECTRONIC AND MAGNETIC METHODS AND BY HAND EXCAVATION WHERE NECESSARY IN COORDINATION WITH CITY OF LAKELAND AND ALL UTILITY COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ALL UTILITIES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECORDED AND SHOWN ON AS-BUILT PLANS.

4. ANY DAMAGE TO UTILITIES CAUSED BY THE CONTRACTOR (REGARDLESS OF WHETHER THEY WERE LOCATED OR NOT BY CITY OF LAKELAND, THE ENGINEER, ETC.) SHALL BE REPAIRED BY THE CONTRACTOR IN COORDINATION WITH THE AFFECTED UTILITY COMPANY TO THE SATISFACTION OF THE UTILITY COMPANY AND RPR. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR

THE COST OF THE REPAIRS AND ANY CONSEQUENTIAL DAMAGES.

5. THE CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS BY VIDEO OR OTHER MEANS APPROVED BY RPR WITHIN CONSTRUCTION WORK LIMITS AND SUBMIT A COPY TO THE RPR PRIOR TO

START OF ANY CONSTRUCTION ACTIVITIES.

6. EXISTING SECTION CORNERS AND OTHER LAND MARKERS OR MONUMENTS LOCATED WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED AND MAINTAINED BY THE CONTRACTOR.

ANY MARKERS OR MONUMENTS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESET AFTER CONSTRUCTION BY A REGISTERED LAND SURVEYOR IN ACCORDANCE WITH MINIMUM

TECHNICAL STANDARDS.

7. SOIL BORING DATA IS AVAILABLE AS ATTACHMENT WITHIN CONTRACT SPECIFICATIONS. DATA PROVIDED IS FOR THE CONTRACTOR'S INFORMATION ONLY. NEITHER THE OWNER NOR ENGINEER MAKE ANY REPRESENTATION REGARDING EXISTING SUBSOIL CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM ADDITIONAL SOIL BORINGS TO VERIFY THE LIMITS OF

UNSUITABLE MATERIAL ON-SITE.

8. ALL APPLICABLE PERMITS MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. A COPY OF ALL REQUIRED PERMITS SHALL BE KEPT ONSITE AT ALL TIMES.

9. ALL PAVEMENTS, GRASSED AREAS, DRAINAGE STRUCTURES, ETC. DISTURBED AS A RESULT OF THIS CONSTRUCTION EFFORT, IN A MANNER NOT CALLED FOR IN THE DRAWINGS, SHALL BE RESTORED TO ITS ORIGINAL CONDITION PRIOR TO THE COMPLETION OF THE PROJECT AT NO ADDITIONAL COST TO THE OWNER.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFFSITE DISPOSAL OF ALL ITEMS REMOVED WITHIN THE LIMITS OF CONSTRUCTION, INCLUDING UNSUITABLE AND EXCESS SOILS RESULTING FROM EARTHWORK OPERATIONS, UNLESS SPECIFICALLY REQUESTED IN WRITING TO REMAIN ON-SITE AS PROPERTY OF THE AIRPORT. THE COST ASSOCIATED WITH HAULING AND DISPOSAL OF THESE ITEMS SHALL BE AN INCIDENTAL TO THE CORRESPONDING BID ITEM. THE CONTRACTOR WILL BE RESPONSIBLE FOR DISPOSING OF THESE ITEMS IN ACCORDANCE WITH APPLICABLE

LAWS.

11. STOCKPILED MATERIAL AND OPEN EXCAVATIONS SHALL BE TREATED IN SUCH A MANNER TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT JET BLAST OR WIND CONDITIONS UP TO 50 MPH.

OPEN TRENCHES AND STOCKPILED MATERIALS SHALL NOT BE PERMITTED WITHIN AN ACTIVE RUNWAY OR TAXIWAY OBJECT FREE AREA. ALL STOCKPILE LOCATIONS SHALL BE APPROVED BY THE RPR. THE AIRPORT OPERATOR MUST ENSURE THAT STOCKPILED MATERIALS AND EQUIPMENT ADJACENT TO THESE AREAS ARE PROMINENTLY MARKED WITH RED FLAGS AND LIGHTED DURING HOURS OF RESTRICTED VISIBILITY OR DARKNESS. THIS INCLUDES DETERMINING AND VERIFYING THAT MATERIALS ARE STORED AT AN APPROVED LOCATION TO PREVENT FOREIGN

OBJECT DAMAGE AND ATTRACTION OF WILDLIFE.

12. THE RPR SHALL HAVE THE AUTHORITY TO HALT CONSTRUCTION OPERATIONS AT ANY TIME, FOR ANY REASON. THE OWNER CAN REQUIRE THE CONTRACTOR TO LEAVE AIRPORT PROPERTY AND EVACUATE THE WORK AREA WITHIN THIRTY (30) MINUTES AFTER RECEIVING NOTICE. THE CONTRACTOR WILL NOT BE COMPENSATED FOR THE TEMPORARY SUSPENSION OF WORK.

13. ACCESS FOR AIRPORT OR LOCAL EMERGENCY PERSONNEL SHALL BE MAINTAINED AT ALL TIMES. EMERGENCY VEHICLES SHALL HAVE THE RIGHT-OF-WAY OVER ALL CONTRACTOR OPERATIONS.

CONTRACTOR'S MOT SHALL INCLUDE AN APPROVED EMERGENCY VEHICLE ROUTE.

14. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEANUP OF ANY DEBRIS DEPOSITED ALONG ANY HAUL ROAD AS A RESULT OF THE CONSTRUCTION TRAFFIC.

15. DESIGN AND CONSTRUCTION OF PROJECT COMPLIES WITH 2023 FLORIDA BUILDING, MECHANICAL, PLUMBING, ACCESSIBILITY AND ENERGY CONSERVATION CODES AND THE 2020 NEC ELECTRICAL CODES. FLORIDA BUILDING CODES FBC.B 102.2 AND 105.3: BUILDING DESIGN CRITERIA

16. NO GEOTECHNICAL TESTING HAS BEEN COMPLETED BY THE ENGINEER. ANY GEOTECHNICAL TESTING REQUIRED FOR THE FINAL DESIGN OF THE MODULAR BUILDING AND ASSOCIATED

FOUNDATIONS/PLATFORMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

SAFETY AND SECURITY NOTES:

1. THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS SPECIFIED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR

SHALL DESIGNATE IN WRITING TO THE RPR, THE NAME OF THE "CONTRACTOR SAFETY AND SECURITY OFFICER". THE CONTRACTOR SECURITY OFFICER SHALL REPRESENT THE CONTRACTOR ON THE SECURITY REQUIREMENTS OF THE CONTRACT IN ACCORDANCE WITH FAA ADVISORY CIRCULAR 150/5370-2G OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION. THE CONTRACTOR'S SECURITY OFFICER SHALL PROVIDE THE RPR WITH 24-HOUR CONTACT INFORMATION FOR HIMSELF AND TWO ALTERNATES IN THE EVENT OF AN EMERGENCY DURING NON-WORKING HOURS. CONTRACTOR WILL BE WORKING ON AN ACTIVE AIRPORT WITH EXISTING SAFETY AND SECURITY REQUIREMENTS. CONTRACTOR SHALL REVIEW CONSTRUCTION SAFETY AND PHASING PLAN (CSPP), AND SHALL SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) TO THE OWNER PRIOR TO RECEIVING THE NOTICE TO PROCEED. THE SPCD SHALL COMPLY WITH THE

REQUIREMENTS OF FAA ADVISORY CIRCULAR AC 150/5370-2G.

2. THE CONTRACTOR SECURITY OFFICER SHALL BE RESPONSIBLE FOR BRIEFING ALL PERSONNEL ON SAFETY REQUIREMENTS AND, FROM TIME TO TIME, OTHER SECURITY PROVISIONS ADOPTED BY THE AIRPORT CONSTRUCTION SECURITY COMMITTEE. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESE REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.

3. CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE RPR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING ACCESS, AND NOT PERMIT ANY UNAUTHORIZED PERSONNEL OR TRAFFIC ON THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS CONSTRUCTION AREAS ON THE SITE ALONG THE ROUTES

SHOWN IN THE PLANS OR AS DIRECTED BY THE RPR.

4. MATERIALS DELIVERY TO THE SITE: ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE WORK SITE WILL USE AS A DELIVERY ADDRESS, THE STREET NAME ASSIGNED TO THE ACCESS POINT AT THE CONTRACTOR'S STORAGE SITE AT THE AIRPORT. THE NAME "LAKELAND LINDER INTERNATIONAL AIRPORT" SHALL NOT BE USED IN THE DELIVERY ADDRESS AT ANY TIME. THIS WILL PRECLUDE DELIVERY TRUCKS FROM ENTERING INTO A SECURE AREA OR TAKING SHORT CUTS THROUGH THE PERIMETER GATES AND ENTERING INTO AIRCRAFT

OPERATIONS AREAS INADVERTENTLY.

5. THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS REQUIRED FOR

THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALL BE APPROVED BY THE RPR.

6. THE CONTRACTOR, THROUGH THE CONTRACTOR SECURITY OFFICER, SHALL ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUBCONTRACTOR VEHICLES AUTHORIZED TO OPERATE ON THE SITE. THE CONTRACTOR SECURITY OFFICER WILL REQUIRE ALL VEHICLES OPERATING WITHIN THE A.O.A. SECURITY FENCE TO DISPLAY A LARGE COMPANY SIGN (WITH NOT LESS THAN 6" LETTERING) ON BOTH SIDES OF VEHICLE AND AN AIRPORT APPROVED AMBER FLASHING LIGHT. THE CONTRACTOR SHALL PROVIDE A CURRENT LISTING OF VEHICLES AND COMPANIES AUTHORIZED TO ENTER AND CONDUCT WORK ON THE AIRPORT TO THE RPR. ALL CONSTRUCTION EQUIPMENT OPERATING WITHIN THE AOA FENCE SHALL DISPLAY A 3'X3' ORANGE AND WHITE FAA CHECKERED FLAG DURING DAYLIGHT HOURS AND SHALL DISPLAY A

FLASHING AMBER LIGHT DURING NIGHT-TIME HOURS.

7. CONTRACTOR WILL BE REQUIRED TO OBTAIN AIRPORT SECURITY BADGES TO WORK WITHIN THE A.O.A. ALL VEHICLES OPERATING WITHIN THE A.O.A. SHALL BE OPERATED BY BADGED PERSONNEL HAVING A.O.A. (MOVEMENT OR NON-MOVEMENT) DRIVING PRIVILEGE ONLY OR SHALL BE ESCORTED BY A VEHICLE BEING OPERATED BY AN AUTHORIZED BADGED INDIVIDUAL. ALL CONTRACTOR EMPLOYEES AND SUBCONTRACTOR EMPLOYEES WORKING WITHIN THE A.O.A. SHALL BE BADGED OR SHALL BE UNDER THE DIRECT SUPERVISION OF A

BADGED INDIVIDUAL AT ALL TIMES.

8. CONSTRUCTION BARRICADES SHALL BE PLACED A MINIMUM OF 10FT. OUTSIDE OF ALL INTERSECTING RUNWAY SAFETY AREAS (RSA) AND

TAXIWAY SAFETY AREAS (TSA) AND OUTSIDE OF THE TAXIWAY OBJECT FREE AREAS.

9. CONTRACTOR SHALL COORDINATE THROUGH THE RPR CLOSURES WITH AFFECTED TENANTS AND AIRPORT OPERATIONS. THE CONTRACTOR

SHALL PROVIDE A MINIMUM 48 HOUR NOTICE

10. CONTRACTOR IS REQUIRED TO PROVIDE THE NECESSARY EQUIPMENT (MINIMUM OF TWO WORKING RADIOS) TO MONITOR GROUND CONTROL RADIO COMMUNICATIONS. FREQUENCIES WILL BE PROVIDED BY THE OWNER PRIOR TO THE START OF CONSTRUCTION.

11. CONSTRUCTION EQUIPMENT AND PERSONNEL SHALL YIELD TO AIRCRAFT TRAFFIC AT ALL TIMES.

12. ALL CONSTRUCTION EQUIPMENT MUST MAINTAIN A DISTANCE GREATER THAN 25 FT. FROM ANY PARKED AIRCRAFT.

13. THE CONTRACTOR SHALL NOT ENTER ANY APRON, TAXILANE, TAXIWAY OR RUNWAY OBJECT FREE AREA WITHOUT PRIOR COORDINATION

AND WRITTEN APPROVAL BY THE RPR.

14. IN THE INTEREST OF SAFETY, THE CONTRACTOR IS ALSO REQUIRED TO ACQUAINT HIS/HER EMPLOYEES WITH THE PROVISIONS OF THE

FOLLOWING FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULARS:

150/5370-2G = OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION.

150/5210-5D = PAINTING, MARKING AND LIGHTING OF VEHICLES USED ON AN AIRPORT

150/5200-18C = AIRPORT SAFETY SELF-INSPECTION

THE CONTRACTOR SHALL OBTAIN THE LATEST VERSION OF THE FREE ADVISORY CIRCULAR PUBLICATIONS FROM THE FAA ON ITS

WEB SITE AT WWW.FAA.GOV/REGULATIONS_POLICIES/ADVISORY_CIRCULARS/

ENVIRONMENTAL NOTES:

1. NO DISCHARGE OF CONTAMINANTS INTO ADJACENT WETLANDS, WATER BODIES, OR UPLAND BUFFERS WILL BE PERMITTED AT ANY TIME.

2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING NPDES AND ANY POSSIBLE DEWATERING PERMITS FOR PROJECT ACTIVITIES.

3. ALL SURFACE WATER DISCHARGE FROM SITE, INCLUDING DEWATERING DISCHARGE, SHALL MEET CURRENT STATE WATER QUALITY

STANDARDS PRIOR TO REACHING ANY WATERS OF THE STATE INCLUDING WETLANDS.

CITY OF LAKELAND

FEDERAL AVIATION

ADMINISTRATION

SUNSHINE STATE ONE

CALL CENTER OF FLORIDA

AIRPORT ADMINISTRATIONS

AIRPORT OPERATIONS

(863) 834-6000

(866) 835-5322

(800) 432-4770

(863) 834-3298

(863) 834-4911

CONTACT TABLE

ABBREVIATIONS

AOA AIRPORT OPERATIONS AREA

A/C ADVISORY CIRCULAR

B/L BASELINE

CL CENTERLINE

COL CITY OF LAKELAND (OWNER)

CSPP CONSTRUCTION SAFETY AND PHASING PLAN

ELEV ELEVATION

FAA FEDERAL AVIATION ADMINISTRATION

FDOT FLORIDA DEPARTMENT OF TRANSPORTATION

FT FEET

GS GLIDE SLOPE CRITICAL AREA

LT LEFT

MOT MAINTENANCE OF TRAFFIC

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

PAPI PRECISION APPROACH PATH INDICATOR

RCP REINFORCED CONCRETE PIPE

ROFA RUNWAY OBJECT FREE AREA

RPR RESIDENT PROJECT REPRESENTATIVE

RSA RUNWAY SAFETY AREA

RT RIGHT

SPCD SAFETY PLAN COMPLIANCE DOCUMENT

SWFWMD SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT

SWPPP STORMWATER POLLUTION PREVENTION PLAN

TLOFA TAXILANE OBJECT FREE AREA

TOFA TAXIWAY OBJECT FREE AREA

TSA TAXIWAY SAFETY AREA

TYP TYPICAL

LEGEND:

EXISTING BUILDING

BENCHMARK

CONTROL POINT

ELECTRICAL MANHOLE

ELECTRICAL TRANSFORMER

ELECTRICAL HANDHOLE

FIRE HYDRANT

GAS METER

GAS VALVE

GATE

GUY WIRE

EXISTING ROUND INLET

EXISTING SQUARE INLET

DOUBLE LIGHT POLE

SINGLE LIGHT POLE

SANITARY SEWER MANHOLE

STORM MANHOLE

POWER POLE

S

ST

SV

W V

WM

G

OHE

UGE

x

FOC

SS

T

W

SANITARY VALVE

ROADWAY SIGN

WATER VALVE

WATER METER

EGAS LINE

OVERHEAD ELECTRICAL

UNDERGROUND ELECTRICAL

EXISTING FENCE

FIBER OPTIC CABLE

PROPERTY LINE

SANITARY SEWER

TOP OF BANK

TOE OF SLOPE

TELEPHONE LINE

WATER LINE

BOLLARD

BID SCHEDULE AND SPECIFICATION NOTES:

1. PAY ITEMS HAVE BEEN ESTABLISHED FOR BIDDING PURPOSES. THE COST FOR ALL WORK INCLUDED IN THE

PROJECT PLANS AND SPECIFICATIONS SHALL BE INCLUDED UNDER THE APPROPRIATE BID ITEM. THE AWARDED CONTRACTOR SHALL BE REQUIRED TO SUBMIT A DETAILED SCHEDULE OF VALUES WHICH SHALL FURTHER DETAIL THESE PAY ITEMS PRIOR TO BEGINNING CONSTRUCTION. SEE PROJECT MANUAL FOR ADDITIONAL INFORMATION.

2. AN ALLOWANCE PAY ITEM HAS BEEN ESTABLISHED FOR WORK ASSOCIATED WITH THE INTEGRATION OF SECURITY AND VIDEO SURVEILLANCE SYSTEMS. THIS FIXED DOLLAR AMOUNT SHALL BE CARRIED IN THE BID BY ALL BIDDERS.

SEE PROJECT MANUAL FOR ADDITIONAL INFORMATION.

3. PAY ITEMS PROVIDED REPRESENT THE TECHNICAL SPECIFICATION THEY ARE MOST CLOSELY ASSOCIATED WITH.

MULTIPLE TECHNICAL SPECIFICATIONS SHALL BE APPLIED TO EACH OF THE WORK ITEMS LISTED IN THE SUMMARY

OF QUANTITIES.

4. FDOT SPECIFICATIONS ARE REFERENCED FOR SOME OF THE SPECIFIED CIVIL SITE WORK. CITY OF LAKELAND UTILITY SPECIFICATIONS SHALL APPLY FOR ALL WATER AND SEWER WORK. SEE PROJECT MANUAL FOR

ADDITIONAL INFORMATION.

FAA

FAA

FAA

FAA

FAA

FAA

X

X

X

X X

XX

X X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X X X X

X

X X

X X

XXX

X X

X

X X X

X X

X

X X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X X

X

XX

X

X

DON EMERSON DR

PARKING LOT

CONTRACTOR

HAUL ROUTE

MAINTENANCE BUILDING

AIRLINE OFFICE

AIRFIELD DR W

D O

N E

M

ER

SO

N

D R

DRANE FIELD RD DRANE FIELD RD

AIR

FIELD

D

RIVE EAST

CONTRACTOR

DELIVERY ACCESS

POINT - GATE 11 (SEE

NOTE 9)

CONTRACTOR

STAGING AREA

EMPLOYEE ACCESS -

GATE 98 (SEE NOTE 10)

TEMPORARY FENCE - SEE

DEMOLITION PLAN FOR

ADDITIONAL INFORMATION

PROJECT LIMITS

TERMINAL BUILDING

CONCRETE APRON

PROPERTY BOUNDARY

PUBLIX CORPORATE PKWY

00 100 200

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

© Copyright 2026 Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

4010 West Boy Scout Blvd, Suite 1000

Tampa, FL 33607 phone: 813-210-8740 meadhunt.com

LA

KE

LA

N

D L

IN

D

ER

IN

TE

R

N

AT

IO

N

AL

AI

R

PO

R T

D O

N E

M

ER

SO

N

D R

, S U

IT

E

LA

KE

LA

N

D , F

L

H O

LD

R

O O

M E

XP

AN

SI

O

N

07/16/26 BID DOCUMENTS

CONTRACTOR LAYOUT

AND PHASING PLAN

G-004

NOT FOR CONSTRUCTION

DSB

DSB

DES

W ed ne sd ay , J ul y

, 2

:4

8:

A M

X:

\4

\2

6.

\T

EC

H \C

AD

\C

AD

F ile s\

Sh ee ts \C on tra ct or

L ay ou t P la n.

dw g

07/16/2026 4667718-261066.01

LEGEND:

CONTRACTOR HAUL ROUTE

CONTRACTOR'S

STAGING AREA

NOTES:

1. THE CONTRACTOR SHALL USE THE STORAGE AND STAGING AREA SPECIFIED FOR STOCKPILES, SHOPS, MAINTENANCE FACILITIES AND ALL OTHER CONTRACTOR SUPPORT FACILITIES. NO OTHER SITES SHALL BE PERMITTED ON AIRPORT

PROPERTY WITHOUT SPECIFIC APPROVAL.

2. ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREA AND EMPLOYEE PARKING AREA SITE SHALL BE BORNE BY THE CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED TO, CONSTRUCTION OF ALL TEMPORARY FACILITIES, EROSION CONTROL, ACCESS ROADS, STORAGE AND STAGING AREA SECURITY FENCING, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR ALL REQUIRED TEMPORARY UTILITIES. ON SITE PARKING OF HEAVY EQUIPMENT WILL BE PERMITTED IN THE CONSTRUCTION AREAS ONLY. CONSTRUCTION VEHICLE PARKING LOCATIONS

SHALL BE DETERMINED AND APPROVED BY RPR.

3. AT THE COMPLETION OF CONTRACT THE CONTRACTOR SHALL RESTORE THE STORAGE AND STAGING AREA AND EMPLOYEE PARKING AREA AND TEMPORARY HAUL ROUTES IN AN EQUAL OR BETTER CONDITION THAN

PRE-CONSTRUCTION. THIS INCLUDES RE-ESTABLISHING ACCEPTABLE TURF.

4. ANY WATER THAT MAY BE REQUIRED ON-SITE FOR CONSTRUCTION PURPOSES SHALL BE OBTAINED FROM THE CITY OF LAKELAND FURNISHED WATER METER. CONSTRUCTION WATER SHALL BE PAID FOR BY CONTRACTOR AND SHALL BE

INCIDENTAL TO THIS CONTRACT.

5. THE CONTRACTOR SHALL PROVIDE TRANSPORTATION TO THE CONSTRUCTION AREA AND FROM THE EMPLOYEE PARKING AREA. PRIVATELY OWNED VEHICLES SHALL NOT BE ALLOWED IN THE CONSTRUCTION AREA. A CLOSER

EMPLOYEE PARKING AREA MAY BE USED IF APPROVED BY THE RPR AND AIRPORT.

6. ALL COSTS FOR SWEEPING, CONTROLLING DUST OR POLLUTANTS TO THE AIR OF ANY KIND SHALL BE CONSIDERED

INCIDENTAL TO THE PROJECT AND NO SEPARATE PAY ITEM SHALL BE PROVIDED.

7. LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS SHOWN ON DRAWINGS OR AS REQUIRED BY THE ENGINEER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ON-SITE ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF THE

OWNER AT THE END OF CONSTRUCTION.

8. HAUL ROUTES IN PUBLIC RIGHTS-OF-WAY MAY BE SUBJECT TO PERMITTING / APPROVALS BY THE CITY OF LAKELAND, POLK COUNTY, AND FDOT. CONTRACTOR SHALL COORDINATE WITH THOSE AGENCIES AND COMPLY WITH ALL REQUIREMENTS, WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, OBTAINING ANY REQUIRED PERMITS, WEIGHT OR

HOUR RESTRICTIONS, AND TRAFFIC CONTROL MEASURES.

9. GATE 11 AND THE ASSOCIATED HAUL ROUTE SHALL BE USED FOR THE DELIVERY OF THE MODULAR BUILDING AND OTHER LARGE EQUIPMENT. THESE DELIVERIES SHALL BE COORDINATED WITH THE AIRPORT AND COMPLETED DURING

PERIODS WHEN THERE ARE NO OPERATIONS ON THE RAMP.

10. CONTRACTOR EMPLOYEES SHALL ENTER THE CONSTRUCTION AREA THROUGH THE MANUAL GATE ADJACENT TO THE PROJECT SITE. ACCESS TO THE GATE SHALL BE COORDINATED BY THE CONSTRUCTION SUPERINTENDENT AND/OR

DESIGNATED PERSONNEL AND COORDINATED WITH THE AIRPORT.

PROJECT LIMITS

PHASE 0 /

MOBILIZATION

60 DAYS

TOTAL CONSTRUCTION TIME=

210 CALENDAR DAYS

N O

TI

C

E

TO

P R

O C

EE

D

CONSTRUCTION PHASING DIAGRAM

NOT TO SCALE

30 60 90 1200

SU

BS

TA

N

TI

AL

C O

M

PL

ET

IO

N

PHASE 1

150 DAYS

150 180 210

CONSTRUCTION PHASING NOTES:

MOBILIZATION PHASE (60 CALENDAR DAYS)

THE MOBILIZATION PHASE SHALL BEGIN IMMEDIATELY AFTER THE MOBILIZATION NOTICE TO PROCEED IS ISSUED BY THE AIRPORT. DURING THIS PHASE OF THE PROJECT, NO WORK SHALL BE CONDUCTED THAT RESTRICTS AIRPORT OPERATIONS UNLESS AUTHORIZED BY THE AIRPORT. NOTICE TO PROCEED WITH SUBSEQUENT SCHEDULES MAY BE GIVEN DURING MOBILIZATION AT THE AIRPORTS DISCRETION. MOBILIZATION WORK SHALL INCLUDE, BUT IS NOT LIMITED

TO THE FOLLOWING:

1. SUBMITTALS.

A) PROCESSING OF REQUIRED MATERIALS/EQUIPMENT SUBMITTALS INCLUDING THOSE FOR DELEGATED DESIGN ITEMS AS SPECIFIED IN SPECIFICATION 013573 AND THE CONTRACTOR'S PROPOSED WORK SCHEDULE.

B) ALL ENGINEERING BUILDING DRAWINGS FOR SUBMITTAL TO THE CITY OF LAKELAND TO OBTAIN A CITY BUILDING

PERMIT.

C) MATERIAL DELIVERY SCHEDULE, INCLUDING MATERIAL DELIVERY DATE TO JOB SITE OR TO THE CONTRACTOR'S

YARD.

2. DURING MOBILIZATION, THE CONTRACTOR SHALL BE ALLOWED TO PERFORM LAYOUT, STAKING, AND OTHER PREP

WORK AS APPROVED BY THE AIRPORT.

3. IT IS THE AIRPORT'S INTENT THAT ALL PRELIMINARY WORK BE COMPLETED DURING THE MOBILIZATION PHASE TO ENSURE CONSTRUCTION CAN BE PURSUED DILIGENTLY AND WITHOUT UNNECESSARY DELAY. (THE AIRPORT RESERVES THE RIGHT TO WAIVE CERTAIN ELEMENTS OF MOBILIZATION AND ISSUE A NOTICE TO PROCEED WITH CONSTRUCTION AT ITS DISCRETION OR UPON THE CONTRACTOR'S REQUEST.) SCHEDULE DATE SHALL NOT BE CHANGED, ONCE ESTABLISHED, UNLESS COORDINATION WITH THE CA TEAM AND FINAL APPROVAL OF THE AIRPORT.

PHASE 1 (150 CALENDAR DAYS)

PHASE 1 SHALL CONSIST OF ALL CONSTRUCTION RELATED TO THE PROJECT. THIS TIME PERIOD SHALL INCLUDE PROCUREMENT AND INSTALLATION OF THE MODULAR BUILDING SYSTEM. PHASE 1 SHALL NOT BEGIN UNTIL THE BUILDING PERMIT HAS BEEN CONDITIONALLY APPROVED BY THE CITY AND THE MODULAR BUILDING ELEMENTS ARE APPROVED BY THE OWNER AND ARCHITECT/ENGINEER. DURING PROCUREMENT ALL SITE RELATED WORK SUCH AS INSTALLATION OF TEMPORARY FENCE, SITE UTILITIES (WATER, SEWER, ELECTRICAL SERVICE LINES) AND PREPARATIONS FOR FIRE PROTECTION SYSTEM CONNECTIONS MAY TAKE PLACE. ANY WORK IMPACTING THE EXISTING TERMINAL BUILDING OR OPERATIONS SHALL BE COMPLETED DURING OFF PEAK HOURS AND COORDINATED WITH THE OWNER.

SHEET NO.:

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

Mead & Hunt, Inc.

4010 West Boy Scout Blvd, Suite 1000 Tampa, FL 33607 phone: 813-210-8740 meadhunt.com

/1

/2

:2

:0

P

M C

R e v it L o c a l\

.0

A

R k ru th ik a .b h a ra th ra j.

rv t

L A

K E

L A

N D

L

IN

D E

R I

N T

E R

N A

T

IO

N A

L A

IR

P

O R

T

D O

N E

M E

R S

O N

D R

S

U

IT

E

L A

K E

L A

N D

F

L

H O

L D

R O

O M

E X

P A

N S

IO

N

G-011

CODE ANALYSIS

SCHEDULES

NOT FOR CONSTRUCTION

4667719-261066.01

HK

AM

07/16/2026

MMR

2 Recessed fire extinguisher cabinets provided

Other 1 Service Sink 1 Provided NFPA 10

Fountains 1 per 1,000 2 Provided Fire Extinguishers, General

Bathtubs / Showers N/A N/A

Female 1 per 750 2 Provided

Male 1 per 750 2 Provided

Lavatories The design for this project incorporates the accessibility requirements of 2023 Florida Accessibility Code

Female 1 per 500 2 Provided Accessibility Requirements

Male 1 per 500 2 Provided Provided 20 feet

Water Closet

Plumbing counts required for Group A-3 (OL = 303) (A-3, Sprinklered) Distance shall not exceed 20 feet

Plumbing Fixtures FBC Section 1020.4

Sprinklered Dead-end Corridor Distance Type IIB Unprotected Non-Combustible 22,589 (Total) FBC 2018 Table 601 17,637 (Existing)

Construction Type Group A-3, Sprinklered 28,500 4,952 (Addition)

Occupancy Allowable Area (S.F.) Actual Area (S.F.)

With an occupant load of less than 50 36 inches (OL > 50)

IBC Table 1020.5

Existing Building Occupancy: Assembly A-3 (Section 303.4) & Business B (304.1) Allowable Area Factor - FBC Table 506.2 Minimum Corridor Width

FBC Section 303.4, 304.1 : Assembly A-3 (Section 303.4) Building Area

Building Occupancy Classifications:

A-3, Sprinklered with occupant load > 30 0 Hour

2023 Florida Fuel Gas Code Group A-3, Sprinklered 75 3 19'-2" 1

FBC Table 1020.2

Height Stories Height Story

2023 Florida Energy Conservation Code Occupancy

Maximum Allowed Actual Corridor Fire-Resistance Rating

Individual occupancy shall not exceed the height and number of story limits specified in this section.

2023 Florida Accessibility Code

Allowable Number of Stories Above Grade Plane: FBC Table 504.4 Provided: 250 feet

2023 Florida Fire Prevention Code Allowable Height Above Grade Plane: FBC Table 504.3 Sprinklered: A-3 250 feet

Allowable Building Height and Number of Stories FBC Table 1017.2

NFPA 70, National Electrical Code (NEC), 2020 Edition Exit Access Travel Distance X ≥ 30 ft 0 hr 0 hr

2023 Florida Mechanical Code 10 ft ≤ 30 ft 0 hr 0 hr Provided: 75 feet

5 ft ≤ 10 ft 1 hr 1 hr Sprinklered: A-3 75 feet

2023 Florida Plumbing Code X < 5 ft 1 hr 1 hr FBC Table 1006.2.1

Type IIB Construction Group A-3 Provided Common Path of Egress Travel

2023 Florida Existing Building Code Exterior Nonbearing Walls and Partitions where "x" is distance from fire separation

FBC Table 705.5

2023 Florida Building Code (8th Edition) Interior Floor Finish Mininum Critical Radiant Flux: Not less than Class II materials in Group A-3 per FBC 804.4.2.

Floor Construction: 0 hr Rooms and enclosed spaces C C

Applicable Design Criteria and Codes: Interior Nonbearing Walls and Partitions: 0 hr

Interior: 0 hr Corridors and enclosure for exit access stairways and ramps

B B

Exterior: 0 hr

Lakeland, FL 33811 Bearing Walls Interior exit stairway and ramps and exit passageways B B

3900 Don Emerson Drive, Suite 210 Primary Structural Frame: 0 hr

LAL International Airport Holdroom Expansion Project FBC Table 601 Wall and Ceiling Location Group A-3 Provided

FBC Table 803.11 (Building Sprinklered)

Project Name and Location: Fire Resistive Requirements for Building Elements Interior Finishes: Wallls and Ceilings

FIRE PROTECTION AND LIFE SAFETY ANALYSIS FIRE PROTECTION AND LIFE SAFETY ANALYSIS FIRE PROTECTION AND LIFE SAFETY ANALYSIS, CONTINUED

DN

F.E.C.

F .E

.C

UP

ELETRICAL CLOSET

MEN'S

CORRIDOR

WOMEN'S

FAMILY RESTROOM

CORRIDOR

S.A.R.A

JANITOR CLOSET

DEPARTURE LOUNGE

33"

MINIMUM SEPARATION REQUIRED: 42'-2"

EXIT SEPRATION DISTANCE PROVIDED: 78'-0"

33"

CODE PLAN LEGEND:

OCCUPANT LOAD

X

XX"

OCCUPANT LOAD CAPACITY

PROVIDED WIDTH

EXIT DISCHARGE

FIRE EXTINGUISHER -

WALL MOUNTED

FIRE

EXTINGUISHER -

CABINET

1 HR RATED

CEILING SYSTEM

PL

PHOTO LUMINESCENT

EXIT SIGN

EXIT SIGN COMMON PATH

OF TRAVEL

PATH OF TRAVEL

ACCESSIBLE MEANS

OF EGRESS

F.E.

F.E.C.

DOOR RATING (IF RATED)

AIRPORT TERMINAL

WAITING AREAS

15 GROSS

ACCESSORY

STORAGE AREAS

300 GROSS

EXISTING BUILDING

N.I.C.

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

Mead & Hunt, Inc.

4010 West Boy Scout Blvd, Suite 1000 Tampa, FL 33607 phone: 813-210-8740 meadhunt.com

/1

/2

:2

:0

P

M C

R e v it L o c a l\

.0

A

R k ru th ik a .b h a ra th ra j.

rv t

L A

K E

L A

N D

L

IN

D E

R I

N T

E R

N A

T

IO

N A

L A

IR

P

O R

T

D O

N E

M E

R S

O N

D R

S

U

IT

E

L A

K E

L A

N D

F

L

H O

L D

R O

O M

E X

P A

N S

IO

N

G-021

LIFE SAFETY AND

OCCUPANCY PLANS

NOT FOR CONSTRUCTION

4667719-261066.01

HK

AM

07/16/2026

MMR

PLAN

NORTH

TRUE

NORTH

1/16" = 1'-0"1

LIFE SAFETY PLAN

OCCUPANT LOAD BY AREA

Area Name Size Function of Area Occupant

Load Factor Gross_or_Net Area

Occupancy

Accessory Storage areas, Mech equipment room

ELECTRICAL CLOSET 55 SF Accessory Storage areas, Mech equipment room 300 Gross 1

JANITOR CLOSET 18 SF Accessory Storage areas, Mech equipment room 300 Gross 1

Airport Terminal - Waiting areas

DEPARTURE LOUNGE 4,512 SF Airport Terminal - Waiting areas 15 Gross 301

TOTAL OCCUPANTS 303

EGRESS DATA

EXIT ROUTE DISTANCE

Common Path of Travel

DEPARTURE LOUNGE (147) 10' - 2"

Path of Travel

DEPARTURE LOUNGE (147) 68' - 2"

OCCUPANCY TYPE SCHEDULE

OCCUPANCY CLASSIFICATION AREA

A-3 4,585 SF

4,585 SF

X

XXX

X X

X X

X

X

B B

BB

XXXXXXXXXXXXXXX

X X

X X

X X

X X

X

X

X

X

X

X

X

E E E E E E E E E E E E E E E E E E

W W W W W W W W W W W W W W W W W W

SS

SS

SS

SS

W W

W

E E

E

E E E

E

SS SS

SS

SS

SS

E

EE

BFPFDC

W W

W W

W W

W W

W W

W

WW

WM

HVAC HVAC

CO

CO

BFP

BFP

WM

FOC FOC FOC FOC FOC

FOC

FOC

FOC

FOC

CO

HVAC

HVAC

CO

WV

WV

Xref C:\Users\04109\Downloads\261066-01_A_R26 - Floor Plan - FLOOR PLAN-260759-01-A-R26_Existing-rvt-1-FLOOR PLAN.dwg

EXISTING FENCE

TO BE REMOVED

EXISTING CONCRETE

RAMP AND HANDRAIL

TO BE REMOVED

EXISTING

ELECTRICAL

LINE TO BE

REMOVED

EXISTING LIGHT POLE TO BE RELOCATED

AND CONCRETE FOUNDATION TO BE

REMOVED TO BE FLUSH OR BELOW

GRADE AND BACKFILLED LEVEL WITH

GRAVEL AS REQUIRED.

EXISTING ELECTRICAL

HANDHOLE TO BE

RELOCATED

EXISTING LIGHT

POLE TO REMAIN

REMOVE EXISTING

GATE (GATE 12)

TEMPORARY FENCE - SEE

DETAIL 1, SHEET C-132

(EXACT LOCATION TO BE

COORDINATED WITH

OPERATIONS TO MINIMALLY

IMPACT TERMINAL APRON)

EX. UNKNOWN

UNDERGROUND UTILITY

(TYP.)

EXISTING LIGHT

POLE TO REMAIN

EX. SIDEWALK

NON-AOA FENCE

EX. TRANSFORMER

TERMINAL EXIT DOOR

EX. 4" SAN

6" WATER MAIN (TERMINAL

BUILDING SERVICE)

EX. SANITARY CLEANOUT

SW INV: 133.33'

WYE W/ CLEAN

OUT INV = 132.97'

PEDESTRIAN

GATE (GATE 98)

EX. 1.5" PVC WATER SERVICE

CONCRETE WALL

WATER VALVE

IN METER BOX

2" PVC WATER

SERVICE LINE

EX. DOMESTIC

BACKFLOW PREVENTER

AND METER ASSEMBLY

EXISTING BUILDING AND

PEDESTAL MOUNTED

ELECTRICAL EQUIPMENT

EX. DOUBLE

SWING GATE

(GATE 97)

EX. 1.5" GATE VALVE

TEMPORARY

DOUBLE 12'

SWING GATE -

SEE DETAIL 1,

SHEET C-132

6" SDR35 PVC

LATERAL

MAINTENANCE BUILDING

AIRLINE OFFICE

ASPHALT APRON

PARKING LOT

CONCRETE APRON

TERMINAL BUILDING

GENERATOR PAD

BEGIN FENCE

REMOVAL

N:1330563.41 E:651314.52

END FENCE

REMOVAL

N:1330607.02 E:651432.03

N:1330531.26 E:651289.59 N:1330531.26

E:651375.25

N:1330560.21 E:651375.20

N:1330560.33 E:651437.54

N:1330578.47 E:651437.41

N:1330578.18 E:651426.66

N:1330578.18 E:651432.08

AIRCRAFT

PARKING

ENVELOPE

00 10 20

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

© Copyright 2026 Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

4010 West Boy Scout Blvd, Suite 1000

Tampa, FL 33607 phone: 813-210-8740 meadhunt.com

LA

KE

LA

N

D L

IN

D

ER

IN

TE

R

N

AT

IO

N

AL

AI

R

PO

R T

D O

N E

M

ER

SO

N

D R

, S U

IT

E

LA

KE

LA

N

D , F

L

H O

LD

R

O O

M E

XP

AN

SI

O

N

07/16/26 BID DOCUMENTS

EXISTING CONDITION

AND DEMOLITION PLAN

C-051

NOT FOR CONSTRUCTION

DSB

DSB

DES

W ed ne sd ay , J ul y

, 2

:4

8:

A M

X:

\4

\2

6.

\T

EC

H \C

AD

\C

AD

F ile s\

Sh ee ts \D em ol iti on

P la n.

dw g

07/16/2026 4667718-261066.01

EXISTING PAVEMENT/GRAVEL

TO BE REMOVED

LEGEND

DEMOLITION/REMOVAL

GENERAL DEMOLITION NOTES

1. LOCATIONS AND SIZES OF ALL EXISTING SURFACE FEATURES, UNDERGROUND UTILITIES AND

STRUCTURES ARE APPROXIMATE AND WERE DETERMINED FROM BEST INFORMATION AVAILABLE

(SURVEY DATA, AS-BUILT DRAWINGS, OR CONSTRUCTION DOCUMENTS). LOCATIONS,

CONFIGURATIONS, SIZES AND MATERIAL TYPES SHOWN MAY NOT MATCH ACTUAL CONDITIONS.

THE CONTRACTOR IS REQUIRED TO VERIFY ALL EXISTING INVERTS, PIPE SIZES AND TYPES

WITHIN THE CONSTRUCTION FOOTPRINT. THE VERIFICATION SHALL BE PROVIDED TO THE RPR IN

THE FORM OF A REPORT. DESIGN OF SHOP DRAWINGS SHALL NOT COMMENCE UNTIL THE

REPORT IS APPROVED IN WRITING BY THE RPR. THE CONTRACTOR SHALL NOTIFY THE ENGINEER

OF ANY CONFLICTS WITH PROPOSED UTILITIES PRIOR TO CONSTRUCTION AND ORDERING

MATERIALS.

2. EXISTING UTILITIES IN THE PROJECT AREA INCLUDE BUT ARE NOT LIMITED TO CRITICAL STORM

DRAINAGE, WATER, GAS, SANITARY SEWER, POWER AND COMMUNICATIONS SYSTEMS. THE

CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES NOT SHOWN TO BE

REMOVED OR OTHERWISE MODIFIED.

3. ALL UTILITIES NOT SHOWN TO BE REMOVED OR MODIFIED THAT ARE DAMAGED BY THE

CONTRACTOR SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR, TO THE RPR'S

SATISFACTION, AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR THE PROTECTION OF ALL EXISTING UTILITIES SO THEY REMAIN IN SERVICE AT ALL TIMES.

4. EXISTING DUCT BANKS AND STORMWATER UTILITY LINES ARE CRITICAL TO PROPER OPERATION OF THE AIRPORT. EXISTING DUCT BANKS CONTAIN CRITICAL FIBER OPTIC COMMUNICATIONS AND

POWER ESSENTIAL TO THE AIRPORT. THE CONTRACTOR SHALL LOCATE THESE DUCT BANKS AND

UTILITY LINES 15 CALENDAR DAYS PRIOR TO COMMENCING CONSTRUCTION OPERATIONS IN THIS

AREA AND SHALL CONDUCT WORK WITH EXTREME CAUTION. DAMAGE DUE TO THE

CONTRACTOR'S OPERATION SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.

5. SOFT DIGGING OR HAND EXCAVATION MAY BE NECESSARY TO LOCATE EXISTING UTILITIES.

6. CONTRACTOR SHALL IDENTIFY ALL UTILITIES WITHIN THE PROJECT LIMITS AND SUBMIT UTILITY

PROTECTION PLAN FOR REVIEW AND APPROVAL BY THE ENGINEER AND AIRPORT STAFF.

CONTRACTOR SHALL ENSURE THAT ALL ACTIVE EXISTING UTILITIES REMAIN IN SERVICE. THE

CONTRACTOR SHALL MAKE ALL NECESSARY INVESTIGATIONS TO SATISFY HIMSELF AS TO THE

HORIZONTAL LOCATION AND DEPTH OF THE EXISTING UTILITIES. ANY DAMAGE THAT RESULTS

FROM NOT PROPERLY IDENTIFYING UTILITIES SHALL BE REPAIRED AT NO ADDITIONAL COST AND

SHALL INCLUDE ALL NECESSARY WORK ITEMS TO REPAIR THE DAMAGED UTILITY.

7. CONTRACTOR SHALL PROTECT EXISTING PAVEMENT TO REMAIN AND NEWLY CONSTRUCTED

PAVEMENT FROM DAMAGE DURING DEMOLITION WORK. SAWCUT EXISTING PAVEMENT UTILIZING

DOUBLE METHOD WITH AN ADDITIONAL SAWCUT 6 INCHES FROM LIMITS OF PHASED REPAIR

AREA, REGARDLESS OF CONDITION. REMOVE REMAINING ASPHALT PAVEMENT PRIOR TO PAVING

OPERATIONS AND PROVIDE RAMPS TO PROTECT SAWCUT EDGES. RESAW DAMAGED OR BROKEN

AREAS. COORDINATE PAVEMENT SAWCUTS WITH STEP MILLING FOR ASPHALT LIFTS. SEE

TYPICAL SECTIONS AND DETAILS.

8. THE CONTRACTOR SHALL USE PROPER AND EFFECTIVE MEANS AND METHODS DURING

EXCAVATION OF AGGREGATE BASE AND EXISTING SOILS SO THAT OVERBREAK UNDER NEW OR

EXISTING PAVEMENT DOES NOT OCCUR. THE CONTRACTOR SHALL REPAIR ANY AVOIDABLE

OVERBREAK IMMEDIATELY AT NO COST TO THE OWNER.

9. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY FENCE PRIOR TO REMOVING EXISTING

FENCE. THE INSTALLATION OF TEMPORARY FENCING SECURES THE AOA FROM OFFSITE

INCURSIONS.

10. AT NO TIME SHALL THERE BE AN UNSECURED GAP IN THE AIRPORT SECURITY FENCE.

INSTALLATION AND REMOVAL OF TEMPORARY FENCING SHALL BE SUCH THAT THE AIRPORT

REMAINS SECURE AT ALL TIMES. GATES UNDER ACTIVE CONSTRUCTION SHALL BE MONITORED

AND SECURED BY THE CONTRACTOR UNTIL FULLY FUNCTIONAL AND ACCEPTED.

11. ALL TURFED AREAS DISTURBED WITHIN THE PROJECT LIMITS SHALL BE REPLACED WITH

SODDING PER THE REQUIREMENTS OF FDOT SPEC 570 PERFORMANCE TURF. THE COST OF NEW

SOD IS INCIDENTAL TO THE PROJECT AND NO DIRECT PAYMENT SHALL BE MADE.

12. ALL PAVEMENT REMOVED FOR UTILITY INSTALLATION SHALL BE REPLACED IN KIND. THERE SHALL BE NO DIRECT PAYMENT FOR THIS WORK AND COSTS SHALL BE INCLUDED IN THE WORK ITEM IT

IS BEING COMPLETED UNDER. SEE ELECTRICAL AND UTILITY DETAILS FOR ADDITIONAL

INFORMATION ON TRENCH REPAIR REQUIREMENTS.

TEMPORARY CONSTRUCTION

FENCE - SEE DETAIL 1, SHEET

C-132

EXISTING CONCRETE

EXISTING ASPHALT

EXISTING GRAVEL

XXX

X X

X X

X

X

B B

BB

X X

X

X

X

X

X

X

X

E E E E E E E E E E E E E E E E E

W W W W W W W W W W W W W W W W W

SS

SS

SS

SS

W W

W

E

SS SS

SS

SS

SS

E

EE

BFPFDC

W W

W W

W W

W W

W W

W

WW

WM

HVAC HVAC

CO

CO

BFP

BFP

WM

FOC FOC FOC FOC FOC

FOC

FOC

FOC

FOC

CO

HVAC

HVAC

CO

WV

WV

52 SF

ELETRICAL

CLOSET

133 SF

MEN'S

133 SF

WOMEN'S

91 SF

FAMILY

RESTROOM

26 SF

JANITOR

CLOSET

85 SF

S.A.R.A

3,958 SF

DEPARTURE

LOUNGE

52 SF

CORRIDOR

28 SF

CORRIDOR

55 SF

STORAGE

MAINTENANCE BUILDING

AIRLINE OFFICE

CO

W W

W W

E E

E E

E E

E E E E

E E

E E E E E E E E E E

PROPOSED ELECTRICAL

EQUIPMENT RACK - SEE

ELECTRICAL DRAWINGS

BUILDING LIMITS

N:1330541.46 E:651320.77

BUILDING LIMITS

N:1330541.56 E:651369.73

BUILDING LIMITS

N:1330565.65 E:651419.35

PROPOSED CONCRETE

AND BUILDING LIMITS

N:1330602.30 E:651432.04

BUILDING LIMITS

N:1330602.09

E:651320.65

INSTALL NEW AOA

PEDESTRIAN GATE (SEE

GENERAL NOTE 3)

CONNECT TO NEW BUILDING

N:1330563.41 E:651320.06

BUILDING LIMITS

N:1330565.56 E:651369.68

PROPOSED CONCRETE

AND BUILDING LIMITS

N:1330589.67 E:651432.06

CONNECT TO EXISTING

SEWER CLEANOUT

INV ELEV (NE) = 133.43'

EX. INV ELEV (SW) = 133.33'

EX. 6" SDR35

PVC LATERAL

EX. WYE W/ CLEAN

OUT INV = 132.97'

PROPOSED 4" 45

DEGREE BEND

PROPOSED 4" SDR35

PVC LATERAL @ 1%

MIN.

PROPOSED SS CLEANOUT

INV. ELEV = 133.60'

SEE PLUMBING PLANS

FOR CONTINUATIONS (SEE

GENERAL NOTE 1)

SEE PLUMBING PLANS

FOR CONTINUATION

(SEE GENERAL NOTE 1)

NEW 1.5" SCH 40

WATER SERVICE LINE

CONNECT NEW 1.5"

WATERLINE TO EXISTING

SERVICE LINE AT VALVE

IN EXISTING METER BOX

PROPOSED MODULAR BUILDING

HOLD ROOM EXPANSION

FFE = 139.24'

RELOCATED LIGHT POLE

AND NEW ELECTRICAL

HANDHOLE, SEE DETAIL

SHEET C-153

TERMINAL BUILDING

CONCRETE APRON

PROPOSED CONCRETE

PAVEMENT - SEE DETAIL

1, SHEET C-131

PROPOSED CONCRETE

LIMITS

N:1330578.18 E:651432.08

PROPOSED CONCRETE

LIMITS

N:1330578.18 E:651426.66

90 DEGREE BEND

N:1330609.51 E:651315.72

90 DEGREE BEND

N:1330591.07

E:651315.72

CONNECT TO NEW BUILDING

N:1330602.19 E:651373.83

PROPOSED 7' TALL BLACK

VINYL FENCE - SEE DETAILS

SHEET C-131

PROPOSED CONCRETE

LIMITS

N:1330589.66 E:651426.66

PROPOSED ELECTRICAL

CABLE AND CONDUIT TO

NEW LIGHT POLE LOCATION

CONNECT NEW HIGH MAST LIGHT

POLE CIRCUIT TO EXISTING

CIRCUIT AT EXISTING MANHOLE

GENERATOR PAD

AIRCRAFT

PARKING

ENVELOPE

BUILDING LIMITS

N:1330589.65

E:651419.30

PROPOSED ALUMINUM

BOARDING RAMP (SEE

ARCHITECTURAL DRAWINGS)

TIE IN TO

EXISTING FENCE

N:1330606.91 E:651373.82

TIE IN TO

EXISTING FENCE

N:1330563.42 E:651315.06

PROPOSED ELECTRICAL

SERVICE LINE - SEE

ELECTRICAL DRAWINGS

(SEE GENERAL NOTE 8)

PROPOSED EXIT

STAIRWELL (TYP.)

PROPOSED CONCRETE

LIMITS

N:1330607.55 E:651424.03

PROPOSED CONCRETE

LIMITS

N:1330607.54 E:651432.03

PROPOSED CONCRETE

LIMITS

N:1330602.28 E:651424.16

00 10 20

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

© Copyright 2026 Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

4010 West Boy Scout Blvd, Suite 1000

Tampa, FL 33607 phone: 813-210-8740 meadhunt.com

LA

KE

LA

N

D L

IN

D

ER

IN

TE

R

N

AT

IO

N

AL

AI

R

PO

R T

D O

N E

M

ER

SO

N

D R

, S U

IT

E

LA

KE

LA

N

D , F

L

H O

LD

R

O O

M E

XP

AN

SI

O

N

07/16/26 BID DOCUMENTS

LEGEND:

SS

W

E

PROPOSED MODULAR

BUILDING HOLD ROOM

EXPANSION

PROPOSED CONCRETE

PAVEMENT - SEE DETAIL 1,

SHEET C-131

PROPOSED 4" SDR 35 PVC

SANITARY SEWER LINE

PROPOSED 1.5" SCH 40 PVC

WATER SERVICE LINE

PROPOSED ELECTRICAL

CONDUIT

GENERAL NOTES:

1. EXACT LOCATION OF WATER LINE TERMINATION AND SANITARY SEWER CLEANOUT SHOWN ON THIS SHEET TO BE

COORDINATED WITH MODULAR BUILDING PLUMBING PLANS.

2. EXACT BUILDING LIMITS TO BE ESTABLISHED IN CONJUNCTION WITH MODULAR BUILDING MANUFACTURER

DRAWINGS.

3. NEW PEDESTRIAN GATE SHALL BE 5' WIDE, 7' TALL BLACK VINYL WITH 3 STRANDS OF BARBED WIRE. MATCH EXISTING STYLE AND SIZE. EXACT PLACEMENT OF NEW PEDESTRIAN GATE AND AMOUNT OF FENCING REQUIRED SHALL BE COORDINATED WITH CONSTRUCTION OF NEW MODULAR BUILDING. FENCE SHALL BE SECURED TO EXISTING FENCE AND EDGE OF NEW MODULAR BUILDING. SEE DETAIL 5, SHEET C-131. GATE TO HAVE PUSH BUTTON

ACCESS - MATCH EXISTING GATE TYPE AND STYLE.

4. A 4" DEEP LAYER OF #57 STONE GRAVEL (FDOT SECTION 901) OVER FILTER FABRIC IS TO BE PLACED IN ALL AREAS BENEATH MODULAR BUILDINGS AND ASSOCIATED DECKS AND RAMPS THAT ARE NOT ALREADY PAVED OR BEING PAVED PER THE PLAN. THERE SHALL BE NO EXISTING GRASS UNDER THE NEW MODULAR BUILDING.

5. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION ON ELECTRICAL REQUIREMENTS FOR RELOCATED HIGH

MAST LIGHT POLE AND POWER DISTRIBUTION.

6. BEARINGS & COORDINATE INFORMATION SHOWN ARE BASED ON NAD 1983 STATE PLANE FLORIDA WEST ZONE, US

FEET (FL83-WF).

7. THE SPACE BETWEEN THE EXISTING GROUND AND BOTTOM OF MODULAR BUILDING SHALL BE FILLED WITH A SOLID SURFACE PER THE ARCHITECTURAL DRAWINGS AND SERVE AS THE NEW AOA LINE. 18" WIDE BY 2" HIGH SLOTS AT 10 FT O.C. SHALL BE CONSTRUCTED ON ALL FACES SO THAT EXISTING DRAINAGE PATTERNS CAN BE MAINTAINED

AND WATER CAN DRAIN UNDER THE NEW MODULAR BUILDING.

8. EXACT LOCATION OF PROPOSED UTILITIES SHALL BE VERIFIED IN THE FIELD IN CONJUNCTION WITH THE LOCATION OF EXISTING UTILITIES AND NEW MODULAR BUILDING. ALL PAVEMENT REMOVED FOR UTILITY INSTALLATION SHALL BE REPLACED IN KIND. THERE SHALL BE NO DIRECT PAYMENT FOR THIS WORK AND COSTS SHALL BE INCLUDED IN THE WORK ITEM IT IS BEING COMPLETED UNDER. SEE ELECTRICAL AND UTILITY DETAILS FOR ADDITIONAL

INFORMATION ON TRENCH REPAIR REQUIREMENTS.

9. ALL TURFED AREAS DISTURBED WITHIN THE PROJECT LIMITS SHALL BE REPLACED WITH SODDING PER THE REQUIREMENTS OF FDOT SPEC 570 PERFORMANCE TURF. THE COST OF NEW SOD IS INCIDENTAL TO THE PROJECT

AND NO DIRECT PAYMENT SHALL BE MADE.

UTILITY CONSTRUCTION NOTES:

1. THE TAP ON WATER MAINS SHALL BE INSTALLED BY CITY OF LAKELAND WATER UTILITIES AT DEVELOPER'S EXPENSE. DEVELOPER SHALL BE RESPONSIBLE FOR EXCAVATION, DEWATERING, RESTORATION AND MOT.

2. A UTILITY CONTRACTOR WILL BE REQUIRED FOR THE INSTALLATION OF THE WATER LINE AND APPURTENANCES.

3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

4. ALL EXCAVATION SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA TRENCH SAFETY ACT AND OSHA CODE OF REGULATION PART 1926, LATEST REVISION. TRENCH SHALL BE EXCAVATED ONLY SO FAR IN ADVANCE OF PIPE LAYING AS NECESSARY TO INSTALL THE PIPE AT PROPER ALIGNMENT AND DEPTH. PROVIDE CONTINUOUS

BEARING SUPPORT FOR PIPE AND BELL HOLES AT EACH JOINT.

5. AT CROSSINGS, WATER MAINS SHALL HAVE A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION ON CROSSINGS AND MINIMUM OF 10-FOOT HORIZONTAL SEPARATION. AT CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING TO PLACE THE JOINTS AS FAR AS POSSIBLE FROM THE OTHER PIPE, OR THE PIPES SHALL BE ARRANGED SO THAT JOINTS IN THE WATER MAIN ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM SEWERS, STORM SEWERS, OR REGULATED RECLAIMED WATER, AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY SANITARY SEWERS, PRESSURE SEWERS, FORCE MAINS OR PIPES CARRY

UNREGULATED RECLAIMED WATER.

6. THE CONTRACTOR SHALL PROVIDE MECHANICAL RESTRAINED JOINTS AT ALL REDUCERS,TEES, CROSSES,ELBOWS, BLOW-OFFS, FIRE HYDRANTS, DEAD END VALVES AS SPECIFIED IN THE MECHANICAL RESTRAINT SCHEDULE.

7. THE CONTRACTOR SHALL COORDINATE WITH THE SURVEYOR DURING UTILITY CONSTRUCTION TO INSURE THAT ALL REQUIRED AS-BUILT INFORMATION IS OBTAINED PRIOR TO BACKFILLING. THE CITY OF LAKELAND WATER

UTILITIES RECORD DRAWING/AS-BUILT REQUIREMENTS CAN BE FOUND ONLINE AT:

https://www.lakelandgov.net/media/20107/as-built-record-drawing-checklist.pdf

8. THE CONTRACTOR SHALL PROVIDE SKETCH AND DESCRIPTION OF WATER LINE EASEMENT, IF REQUIRED.

9. WHERE A CONNECTION IS TO BE MADE IN THE FIELD TO AN EXISTING PIPE, THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING PIPE SIZE AND MATERIAL AND OBTAIN THE UTILITY OWNER AND ENGINEERS APPROVAL OF THE PROPOSED METHOD OF CONNECTION PRIOR TO ORDERING AND INSTALLING MATERIALS. A CITY OF LAKELAND WATER UTILITIES INSPECTOR SHALL BE PRESENT FOR ANY WORK ON EXISTING PIPES OR MANHOLES.

AS-BUILT SURVEY:

1. THE CONTRACTOR SHALL PROVIDE ENGINEER, UTILITY AND OWNER WITH AN AS-BUILT SURVEY OF ALL NEW UTILITY SYSTEM INFORMATION FROM A REGISTERED SURVEYOR, AT NO ADDITIONAL COST TO THE OWNER. THE AS-BUILT

SURVEY SHALL COMPLY WITH THE CITY UTILITY SPECIFICATIONS.

2. AS-BUILT SURVEYS SHALL ALSO SHOW ANY EXISTING UTILITIES THAT ARE LOCATED DURING CONSTRUCTION.

3. THE AS-BUILT INFORMATION IS DUE PRIOR TO SODDING. CONTRACTOR SHALL PROVIDE SURVEYOR 48-HOUR

NOTICE TO OBTAIN ESSENTIAL LOCATIONS AND ELEVATIONS.

EXISTING SITE CONDITIONS:

LAND/USE CLASSIFICATION: SUBURBAN SPECIAL PURPOSE INDUSTRIAL

SITE AREA: 8,958 SF / .21 AC.

SITE IMPROVEMENTS:

PROPOSED BUILDINGS:

PASSENGER HOLD BUILDING - 5,370 SF

BUILDING HEIGHT:

NUMBER OF STORIES: 1

PROPOSED USE: AVIATION PASSENGER QUEUE

IMPERVIOUS SURFACE AREAS:

BUILDINGS (ADDITIONAL): 98 SF

WATER FACILITIES:

AIRPORT WILL BE THE OWNER OF WATER FACILITIES AND WILL MAINTAIN THEM IN ACCORDANCE WITH THE CITY

POLICY.

WASTEWATER FACILITIES:

AIRPORT WILL BE THE OWNER OF WASTEWATER FACILITIES AND WILL MAINTAIN THEM IN ACCORDANCE WITH THE

CITY POLICY.

ADA ACCESSIBILITY:

ALL COMPONENTS OF THE ACCESSIBLE ROUTE ARE REQUIRED TO MEET THE ACCESSIBILITY CODE SECTION 208

AND CHAPTER 4 AND 5.

PROPOSED SITE AND

UTILITY PLAN

C-121

NOT FOR CONSTRUCTION

DSB

DSB

DES

W ed ne sd ay , J ul y

, 2

:4

9:

A M

X:

\4

\2

6.

\T

EC

H \C

AD

\C

AD

F ile s\

Sh ee ts \P ro po se d

Si te

P la n.

dw g

07/16/2026 4667718-261066.01

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

© Copyright 2026 Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

4010 West Boy Scout Blvd, Suite 1000

Tampa, FL 33607 phone: 813-210-8740 meadhunt.com

LA

KE

LA

N

D L

IN

D

ER

IN

TE

R

N

AT

IO

N

AL

AI

R

PO

R T

D O

N E

M

ER

SO

N

D R

, S U

IT

E

LA

KE

LA

N

D , F

L

H O

LD

R

O O

M E

XP

AN

SI

O

N

07/16/26 BID DOCUMENTS

SITE DETAILS - SHEET 1

C-131

NOT FOR CONSTRUCTION

CPS

DSB

DES

W ed ne sd ay , J ul y

, 2

:4

9:

A M

X:

\4

\2

6.

\T

EC

H \C

AD

\C

AD

F ile s\

Sh ee ts \S ite D et ai ls .d w g

07/16/2026 4667718-261066.01 x x x x x x x x x x x x x x x

1" MIN

2" MAX

2" CHAIN LINK

WIRE MESH

TOP RAIL

NEW MODULAR

BUILDING WALL

1" MIN

2" MAX

TERMINAL POST

x x x

BLACK VINYL CHAIN LINK

FENCE TERMINATION AT BUILDING2 NOT TO SCALE

1/4" DROP PER FOOT MAX SLOPE AWAY FROM BLDG

FA

C

E O

F

EX

IS

TI

N G

B U

IL

D

IN

G

NOTES:

1. MINIMUM PERCENTAGE OF EMBEDDED STEEL TO BE 0.05% OF SLAB CROSS SECTIONAL AREA, OTHER FABRIC SIZES MAY BE USED UPON APPROVAL OF THE CONTRACTING OFFICER.

2. MESH DEPTH TO BE PLACED AT T/4 + 1" AND PLACED BY THE STRIKE-OFF METHOD ON ALL NEW

CONCRETE PAVEMENT.

3. THIS DETAIL APPLIES TO SIDEWALKS, CONCRETE PADS, AND ALL OTHER MISCELLANEOUS

CONCRETE PAVEMENT.

PROPOSED SITE CONCRETE PAVEMENT1 NOT TO SCLAE

COLD APPLIED JOINT

SEALANT (ALL JOINT

LOCATIONS)

REINFORCEMENT

CHAIR (TYP.)

W4 @ 6" WIRE MESH

REINFORCEMENT PER

ASTM A1064

2" RADIUS (TIE INTO

EXISTING GRADE)

6" NEW CONCRETE PAVEMENT

(…