BP-048_ORL_East_Ramp_Rehab_Ph1_Project_Drawings_2025-02-03.pdf

PDF 18 MB Posted Mar 26, 2025

Attached to: Orlando Executive Airport (ORL) East Ramp Rehabilitation - Phase 1 (BP-00048)
Solicitation number: 25-598-IFB
Issued by: Orange County, Orlando City, Florida

About this file

Written by GovTribe AI · Oct 13, 2025

This is a set of 90% design submittal documents for the East Ramp Rehabilitation Phase 1 project at the Orlando Executive Airport, prepared by Mead & Hunt for the Greater Orlando Aviation Authority (GOAA). The project involves rehabilitating the east ramp area, with a base bid covering the area south of the Airport Administration and Customs and Border Protection building, and an optional additive alternate covering an additional area to the east. The project is divided into multiple phases, with a total construction duration of 165 calendar days, including a 45-day Phase 0 for submittals and mobilization, a 60-day Phase 1 for base bid work, and a potential 60-day Phase 2 for the additive alternate.

The project includes comprehensive pavement rehabilitation, involving removal of existing asphalt and base course, subgrade preparation, and installation of new limerock base and asphalt pavement. The base bid covers approximately 14,475 square yards of pavement, while the additive alternate covers about 10,030 square yards. The scope includes electrical work such as removing and replacing existing lighting, installing new high mast light poles, and relocating electrical infrastructure. The project also involves installing new aircraft tie-downs, markings, and improving drainage infrastructure. The work will be conducted in a live airport environment, with specific safety and security requirements, and must maintain access for U.S. Customs and Border Protection operations throughout the construction period.

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Other files

File	Type	Posted
Orlando_Executive_Airport_(ORL)_East_Ramp_Rehabilitation_-_Phase_1_(BP-00048)_(Addendum_#1_Revision).pdf	PDF	May 8, 2025
BP-00048_ORL_East_Ramp_Rehabilitation_Phase_1_-_Project_Manual_Bid_Set_04.09.25.pdf	PDF	Apr 9, 2025
BP-00048_ORL_East_Ramp_Rehabilitation_Phase_1_-_Project_Manual_Bid_Set_4.7.25.pdf	PDF	Apr 9, 2025
BP-00048_ORL_East_Ramp_Rehabilitation_Phase_1_-_DWGs_Bid_Set.pdf	PDF	Apr 9, 2025
Davis_Bacon_Wage_Rates_2025.pdf	PDF	Apr 7, 2025
25-598-IFB_DIVISION_00_-_EAST_RAMP_REHABILITATION_AND_RELATED_WORK_BP-00048.pdf	PDF	Apr 4, 2025
BP-048_ORL_East_Ramp_Rehab_Ph1_Project_Drawings_2025-02-03.pdf	PDF	Mar 26, 2025
BP-048_ORL_East_Ramp_Rehab_Ph1_Project_Manual_2025-01-24.pdf	PDF	Mar 26, 2025
BP-00048_PROJECT_STARTUP_REV_0_-_12.09.24_Signed.pdf	PDF	Mar 26, 2025
W431_PROJECT_INITIATION_FORM_aka_PIF_(revised_2021_07_06).docx	DOCX document	Mar 26, 2025
BP-048_ORL_East_Ramp_Rehab_Ph_1_Cost_Estimate_2025-01-24.pdf	PDF	Mar 26, 2025
Open_Gov_Bid_Schedule_BP48_and_BP50.xlsx	XLSX spreadsheet	Mar 26, 2025

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Electrical

Professional Seals

PROJECT DESIGN TEAM:

Engineer of Record:

PROJECT SUB-CONSULTANTS:

Mead & Hunt 4010 W Boy Scout Blvd, Suite 1000 Tampa, FL 33607 (813)-210-8740 Dave.Schmidgall@meadhunt.com

Structural

BP - 048

EAST RAMP REHABILITATION

PHASE 1

TIM WEISHEYER

DR. JOHN L. EVANS, JR.

M. CARSON GOOD

JOE NUNZIATA

THE HONORABLE BUDDY DYER

THE HONORABLE JERRY DEMINGS

STEPHANIE KOPELOUSOS

KEVIN J. THIBAULT

GOAA ENGINEERING DEPARTMENT

GOAA FACILITIES DEPARTMENT

CHAIRPERSON:

VICE CHAIRPERSON:

IMMEDIATE PAST CHAIR:

TREASURER:

BOARD MEMBERS:

CHIEF EXECUTIVE OFFICER:

Civil Support:

Electrical:

Survey:

Geotechnical:

Engineer

FL PE #

Engineer FL Reg #

LOCATION MAP

O N

: 2

Ja n

, 1 2:

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

-0

C ov er S he et

.d w g

ORLANDO EXECUTIVE AIRPORT

365 RICKENBACKER DRIVE

ORLANDO, FLORIDA 32803

24 JANUARY, 2025

90% DESIGN SUBMITTAL

John B. Webb & Associates 925 S Denning Dr Winter Park, FL 32789 (407)-622-9322

CERM, Inc.

4767 New Broad St, Suite 255 Orlando, FL 32814 (407)-514-2717

NADIC Engineering Services 601 N Hart Blvd Orlando, FL 32818 (407)-521-4771

The Ohmega Group, Inc.

25 N Market St, Suite 300A Jacksonville, FL 32202 (904)-807-6512

Mead and Hunt, Inc.

Civil

Engineer

FL PE #

PROJECT LOCATION

EAST RAMP

LEGEND:

ANTENNA

BENCHMARK

BOLLARD

CONTROL POINT

CHISELED X

CLEANOUT, SANITARY OR STORM

DOWNSPOUT

ELECTRICAL METER

ELECTRICAL / COMMUNICATIONS

PEDESTAL

ELECTRICAL TRANSFORMER BOX

ELECTRICAL SERVICE PANEL

ELECTRICAL HANDHOLE/PULLBOX

FIRE HYDRANT

FLAGPOLE

GAS METER

GAS VALVE

GATE

GUY WIRE

HANDHOLE, GENERIC

INLET, CURB

INLET, ROUND

INLET, SQUARE

IRON PIN

LIGHT POLE (DOUBLE)

LIGHT POLE (SINGLE)

MAILBOX

MANHOLE, ELECTRIC

MANHOLE, FIBER OPTIC

MANHOLE, SANITARY SEWER

MANHOLE, STORM SEWER

MANHOLE, TELECOMMUNICATIONS

MANHOLE, VALVE

MARKER, CABLE

MARKER, DUCT

PK or MAG NAIL

POWER POLE

POWER POLE, DOUBLE

POWER POLE WITH LIGHT

PVC PIPE

REBAR

SANITARY VALVE

SIGN (SINGLE POST)

SIGN (DOUBLE POST)

SHRUB

STORM FLARED END SECTION

STUMP

CTV PEDESTAL BOX

WATER VALVE

WATER SHUT OFF

WATER METER

WATER SURFACE

WELL

GAS

ELECTRIC, OVERHEAD

ELECTRIC, UNDERGROUND

EXISTING CONTOUR LINES

FENCE

FIBER OPTIC CABLE

HANDRAIL

PROPERTY LINE

SANITARY SEWER

STORM PIPE

SWALE

TELEPHONE

TV CABLE

WATER

VEGETATION

PROPOSED ASPHALT PAVEMENT

ESP

MBX

MHV

PVC

CTV

W V

OSW

WELL

OHE

FOC

ABBREVIATIONS:

ALCMS AIRFIELD LIGHTING CONTROL AND MONITORING

SYSTEM

AMSL ABOVE MEAN SEA LEVEL

AOA AIRCRAFT OPERATIONS AREA

APPROX APPROXIMATE

ARFF AIRCRAFT RESCUE AND FIRE FIGHTING

ATCT AIR TRAFFIC CONTROL TOWER

BLDG BUILDING

TEAM CONSTRUCTION ADMINISTRATION TEAM

C-C CENTER TO CENTER

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CKT CIRCUIT

CSPP CONSTRUCTION SAFETY PHASING PLAN

DIA DIAMETER

EG EXISTING GRADE

ELEV ELEVATION

EOP EDGE OF PAVEMENT

FAA FEDERAL AVIATION ADMINISTRATION

FBO FIXED BASE OPERATOR

FG FINISHED GRADE

FOD FOREIGN OBJECT DEBRIS

FT FEET

GAL GALLON

GND GROUND

GPM GALLONS PER MINUTE

HDPE HIGH DENSITY POLYETHYLENE

HMA HOT MIX ASPHALT

IE INVERT ELEVATION

ILS INSTRUMENT LANDING SYSTEM

IN INCHES

LF LINEAL FEET

LOC LOCALIZER

MIN MINIMUM

MITL MEDIUM INTENSITY TAXIWAY LIGHT

MPH MILES PER HOUR

NIC NOT IN CONTRACT

NOTAM NOTICE TO AIRMAN

NTS NOT TO SCALE

OAR OWNERS AUTHORIZED REPRESENTATIVE

OFZ OBJECT FREE ZONE

PAPI PRECISION APPROACH PATH INDICATOR

PCC PORTLAND CEMENT CONCRETE

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R RADIUS

RCP REINFORCED CONCRETE PIPE

ROFA RUNWAY OBJECT FREE AREA

ROW RIGHT OF WAY

RSA RUNWAY SAFETY AREA

RWY OR

RW RUNWAY

SIDA SECURITY IDENTIFICATION DISPLAY AREA

SF SQUARE FOOT

SPCD SAFETY PLAN COMPLIANCE DOCUMENT

STA STATION

TWY TAXIWAY

TOFA TAXIWAY OBJECT FREE AREA

TSA TAXIWAY SAFETY AREA

TYP TYPICAL

OFA OBJECT FREE AREA

132.75

131.53

PROPOSED ELEVATION

EXISTING ELEVATION

ASPHALT DEMOLITION

EXISTING JUNCTION CAN

EXISTING WIRE AND CONDUIT

TO REMAIN

UGE

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

This item has been electronically signed and sealed by the individual named below, using a dated Digital Signature in the space below, per F.A.C.Rule 61G15-23.004. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 0

Fe b

, 8 :5

8a m

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

-IS

-0 .0

.2 L

N O

dw g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

LOCATION MAP

X X

US CUSTOMS AND BORDER PROTECTION

RESTRICTED AREA

US CUSTOMS AND BORDER PROTECTION

RESTRICTED AREA

PROJECT LOCATION

EAST RAMP

GENERAL NOTES

1. CONTRACTOR SHALL NOTIFY THE OAR OR ENGINEER IMMEDIATELY OF

ANY DISCREPANCIES IN THE LAYOUT AND SHALL NOT PROCEED UNTIL

CLARIFICATION IS PROVIDED.

2. THE CONTRACTOR IS ADVISED TO USE CAUTION WHEN OPERATING

TRUCKS OR OTHER CONSTRUCTION EQUIPMENT ON EXISTING

PAVEMENTS. EXISTING PAVEMENTS MAY NOT SUPPORT CONSTRUCTION

TRAFFIC. ANY DAMAGE TO EXISTING PAVEMENTS SHALL BE REPAIRED

AT THE CONTRACTOR'S EXPENSE.

3. WARNING: THERE ARE A NUMBER OF EXISTING UTILITIES, INCLUDING

DRAINAGE, ELECTRICAL, AND COMMUNICATIONS CABLES TRAVERSING

THE SITE. THE DESIGNER HAS ATTEMPTED TO DEPICT THE

APPROXIMATE LOCATIONS OF THESE ITEMS CURRENTLY IN PLACE. IT

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY

EXISTING ITEM LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO START

UP OF CONSTRUCTION AND TO MAINTAIN VISIBLE LOCATION

THROUGHOUT THE CONSTRUCTION DURATION. THIS SHALL INCLUDE

COORDINATION WITH ALL NECESSARY AGENCIES INCLUDING THE

AIRPORT. ANY DAMAGE DONE SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY UTILITY DAMAGED

DURING THE CONSTRUCTION BY THE CONTRACTOR'S OPERATIONS AT

NO COST TO THE AIRPORT.

INDEX OF DRAWINGS

SHEET NUMBER SHEET TITLE

IS-0.0.0 COVER SHEET

C-IS-0.0.1 SUMMARY OF QUANTITIES, INDEX OF DRAWINGS,

LEGEND & NOTES

C-2.1.1 OVERALL SITE PLAN

CD-3.1.1 EXISTING CONDITIONS AND DEMOLITION PLAN

C-1.1.1 SOIL BORING LOCATION PLAN

C-1.1.2 BORING LOGS - SHEET 1

C-1.1.3 BORING LOGS - SHEET 2

C-3.1.1 GEOMETRY & MARKING PLAN

C-9.1.1 TYPICAL SECTIONS

C-9.1.2 PAVING DETAILS

C-12.1.1 GRADING AND DRAINAGE PLAN - BASE BID

C-12.1.2 GRADING AND DRAINAGE PLAN - ADDITIVE ALTERNATE

C-15.1.1 DRAINAGE AND EROSION CONTROL DETAILS

C-40.1.1 MARKING DETAILS AND NOTES

C-60.0.1 CONTRACTOR LAYOUT AND OVERALL PHASING PLAN

C-60.0.2 PHASING PLAN - PHASE 1 - BASE BID

C-60.0.3 PHASING PLAN - PHASE 2 - ADDITIVE ALTERNATE

C-61.0.1 SAFETY AND SECURITY NOTES

C-61.0.2 SAFETY AND SECURITY DETAILS

S-1.1.1 LIGHT POLE FOUNDATION DETAILS

E0.01 ELECTRICAL LEGEND AND NOTES

E0.02 ELECTRICAL SPECIFICATIONS

E0.03 ELECTRICAL LIGHTING FIXTURE SCHEDULE

E1.01 APRON LIGHTING DEMOLITION PLAN

E1.02 APRON LIGHTING PLAN

E2.01 APRON LIGHTING PHOTOMETRIC PLAN

E5.01 ELECTRICAL DETAILS

E5.02 ELECTRICAL DETAILS

SUMMARY OF

QUANTITIES, INDEX

OF DRAWINGS,

LEGEND & NOTES

C-IS-0.0.1

RAD

ACC

DES

JANUARY 24, 2025

SUMMARY OF QUANTITIES - BASE BID

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY

M-101.1 MOBILIZATION LS 1

M-102.2 SAFETY, SECURITY AND MAINTENANCE OF TRAFFIC LS 1

C-102.1 SILT FENCE INSTALLATION AND REMOVAL LF 750

C-102.2 INSTALL INLET PROTECTION (INLET SEDIMENT TRAP) EA 4

P-101.1 ASPHALT AND BASE REMOVAL, FULL DEPTH (VARIES, 6"-10") SY 14,475

P-101.2 TIEDOWN HOOK AND FOUNDATION REMOVAL EA 31

P-152.1 UNCLASSIFIED EXCAVATION (VARIES, 2"-4") CY 750

P-152.2 PREPARE SUBGRADE SY 14,475

P-152.3 UNSUITABLE EXCAVATION CY 500

P-211.1 LIMEROCK BASE COURSE (6" THICK) CY 2,413

P-401.1 4" ASPHALT PAVEMENT (2-2" LIFTS) TON 3,350

P-602.1 EMULSIFIED ASPHALT, PRIME COAT GAL 4,500

P-603.1 EMULSIFIED ASPHALT, TACK COAT GAL 1,050

P-620.2 PERMANENT PAVEMENT MARKINGS SF 1,500

P-620.3 TEMPORARY PAVEMENT MARKINGS SF 400

SUMMARY OF QUANTITIES - ADDITIVE ALTERNATE

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY

M-101.1 MOBILIZATION LS 1

M-102.2 SAFETY, SECURITY AND MAINTENANCE OF TRAFFIC LS 1

C-102.1 SILT FENCE INSTALLATION AND REMOVAL LF 350

C-102.2

INSTALL INLET PROTECTION (INLET SEDIMENT

TRAP) EA 4

P-101.1

ASPHALT AND BASE REMOVAL, FULL DEPTH

(VARIES, 5.5"-10") SY 10,030

P-101.2 TIEDOWN HOOK AND FOUNDATION REMOVAL EA 75

P-152.1 UNCLASSIFIED EXCAVATION (VARIES, 3"-6") CY 1,500

P-152.2 PREPARE SUBGRADE SY 10,030

P-152.3 UNSUITABLE EXCAVATION CY 500

P-211.1 LIMEROCK BASE COURSE (6" THICK) CY 1,700

P-401.1 4" ASPHALT PAVEMENT (2-2" LIFTS) TON 2,300

P-602.1 EMULSIFIED ASPHALT, PRIME COAT GAL 3,200

P-603.1 EMULSIFIED ASPHALT, TACK COAT GAL 850

260502-1

ELECTRICAL DISTRIBUTION INCLUDING NEW

CONDUIT, CABLE, FROM EXISTING LIGHTPOLE

LOCATION TO NEW CONNECTION POINT INCLUDING

TRENCHING, JUNCTIONS CANS, CONNECTIONS AND

ALL ASSOCIATED WORK

LS 1

260502-2

NEW HIGH MAST LIGHT INSTALLED IN CONCRETE

FOUNDATION- INCLUDES DEMOLTION OF EXISTING

POLE, FOUNDATION, AND ALL ASSOCIATED

CONNECTIONS

LS 1

P-620.1 INSTALL NEW TIEDOWN HOOK AND FOUNDATION EA 45

U .S.

C U

STO

S AN

TEC

TIO

N R

ESTR

TED

U .S

O M

D B

O R

P R

O N

A R

U.S. CUSTOMS AND BORDER PROTECTION

RESTRICTED AREA

FAA FAA

FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA

X X

X X X

X X

LAKE G

ETTE LN

RICKENBACKER DR FAIRGREEN ST

LAKE

GEORGETTE

RUNWAY 7-25

TAXIWAY A

ATLANTIC

AVIATION

EXISTING APRON

AIRPORT ADMIN.

AND CBP

MOOG FTS HANGAR

SAS T-HANGAR

COLONIAL PROMENADE

SHOPPING CENTER

TAXIWAY A3

TAXIW

AY A4

BASE BID

ADDITIVE

ALTERNATE

00 100 200

1. THE BASE BID IS THE

REHABILITATION OF

THE EAST RAMP

SOUTH OF THE

AIRPORT

ADMINISTRATION

AND CUSTOMS

BUILDING .

2. THE ADDITIVE

ALTERNATE IS THE

REHABILITATION OF

THE EAST RAMP TO

THE EAST OF THE

BASE BID.

3. THE OWNER MAY OR

MAY NOT ELECT TO

AWARD THE ADDITIVE

ALTERNATE BASED ON

PROJECT FUNDING.

ISSUED FOR

CONSTRUCTION

PLANS WILL BE

MODIFIED TO

REFLECT THE

AWARDED BID

SCHEDULE(S).

4. SEE SHEET C-61.0.1

FOR STAGING AREAS,

HAUL ROUTES, AND

PHASING

INFORMATION.

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 2

Ja n

, 1 :0

9p m

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

C -2

.1 .1

O ve ra ll

Si te

P la n.

dw g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

OVERALL SITE

PLAN

C-2.1.1

RAD

ACC

NOTES

LEGEND

BASE BID PROJECT

LIMITS

ADDITIVE

ALTERNATE

PROJECT LIMITS

FAA FAA FAA

FAA

FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA

SD SD

US CUSTOMS AND BORDER PROTECTION

RESTRICTED AREA

U S C

U S

M S A

N D

B O

R D

TEC

TIO

TED

U S C

U S

M S A

N D

B O

R D

R O

O N

A R

AIRPORT ADMIN.

AND CBP

EXISTING DRAINAGE

CATCH BASIN TO

REMAIN

TOP EL. = 111.39'

EXISTING

MANHOLE TO

REMAIN

RIM EL. = 111.52'

EXISTING SEWER MANHOLE

RIM EL. = 111.60'

EXISTING CATCH BASIN

TOP EL. = 107.25'

EXISTING CATCH BASIN

TOP EL. = 107.26'

EXISTING MANHOLE

TO REMAIN

RIM EL. = 111.52'

EXISTING

MANHOLE TO

REMAIN

TOP EL. = 111.84'

EXISTING MANHOLE

TO REMAIN

TOP EL. = 111.78'

110.5

111.5

109.5

108.5

107.5

7.5

108.5

107.5 107.5 108 108.5

108.5

109.5

112.5

111.5 111.5

111.5

110.5

111.5111

111 111.5

109.5

EXISTING DRAINAGE

CATCH BASIN TO

REMAIN

TOP EL. = 111.28'

PAVEMENT SAWCUT

INSTALL

INLET

PROTECTION

INSTALL

INLET

PROTECTION

EXISTING

REFLECTIVE

PAVEMENT MARKER

TO BE REMOVED

EXISTING

CONCRETE

FLUME TO

REMAIN

PAVEMENT REMOVAL

N: 1532427.02 E: 549834.94

PAVEMENT REMOVAL

N: 1532094.58 E: 549977.01

PAVEMENT REMOVAL

N: 1531952.58 E: 549644.16

N:1531977.58 E:549732.48

N:1532123.42 E:550070.72

EXISTING CATCH BASIN

TOP EL. = 109.76'

EXISTING CATCH BASIN

TOP EL. = 111.75'

EXISTING CATCH BASIN

TOP EL. = 112.74'

N:1531944.74 E:549726.83

N:1531934.27 E:549637.92

N:1532283.41 E:549488.86

PAVEMENT REMOVAL

N: 1531984.24 E: 549718.24

N:1531948.54 E:549636.95

PAVEMENT SAWCUT

PAVEMENT REMOVAL

N: 1532415.70

E: 549806.76

PAVEMENT REMOVAL

N: 1532401.02

E: 549774.20

INSTALL

SILT FENCE

EXISTING AIRPLANE

TIE DOWN AND

FOUNDATION TO BE

REMOVED (TYP.)

PAVEMENT SAWCUT

EXISTING LIGHT POLE TO BE

REMOVED AND REPLACED -

SEE ELECTRICAL DRAWINGS

FOR ADDITIONAL

INFORMATION

PAVEMENT REMOVAL

N: 1532524.99 E: 550064.95

PAVEMENT REMOVAL

N: 1532193.53

E: 550206.60

N:1532214.69 E:550284.29

250'

361'

GRAVEL ACCESS TO

LAKE GEORGETTE LN

00 30 60

ASPHALT

PAVEMENT

REMOVAL

(BASE BID)

ASPHALT

PAVEMENT

REMOVAL

(ADDITIVE

ALTERNATE)

PAVEMENT

SAWCUT

DEMOLITION

/REMOVAL

INLET

PROTECTION

SILT FENCE

AIRPLANE

TIE DOWN

ANCHOR

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 2

Ja n

, 4 :3

8p m

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

C D

-3 .1

.1 E

C O

N D

N S

N P

.d w g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

LEGEND

NOTES

1. ALL AIRPLANE TIE

DOWN LOCATIONS

SHOWN ARE

APPROXIMATE

LOCATIONS.

CONTRACTOR SHALL

FIELD VERIFY THAT

ALL TIE-DOWNS AND

FOUNDATIONS HAVE

BEEN REMOVED PRIOR

TO PAVEMENT

MILLING. TIE DOWNS

AND CONCRETE TO BE

DISPOSED OF

OFF-SITE.

2. CONTRACTOR SHALL

MAINTAIN AND

PROTECT ALL

EXISTING SIGNS,

LIGHTS, EXISTING

UTILITIES, AND

CIRCUITS UNLESS

OTHERWISE NOTED IN

THE DEMOLITION

PLANS.

EXISTING

CONDITIONS AND

DEMOLITION

PLAN

CD-3.1.1

RAD

ACC

EXISTING

CONDITIONS AND

DEMOLITION

PLAN

CD-3.1.1

RAD

ACC

FAA FAA FAA

FAA

FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA

SD SD

US CUSTOMS AND BORDER PROTECTION

RESTRICTED AREA

U S C

U S

M S A

N D

B O

R D

TEC

TIO

TED

U S C

U S

M S A

N D

B O

R D

R O

O N

A R

AIRPORT ADMIN.

AND CBP

B-1

B-4

B-2 B-3

B-5

B-8

B-10

B-7

B-9

B-6

PHASE LIMIT BETWEEN

BASE BID AND

ADDITIVE ALTERNATE

HANGAR ACCESS

TAXILANE

00 30 60

NOTES

1. SEE GEOTECHNICAL

REPORT IN PROJECT

MANUAL FOR

ADDITIONAL

INFORMATION ON

PAVEMENT AND

BORING LOG DATA.

2. RESULTS SHOWN

REPRESENT ONLY

THE LOCATIONS

BORED.

CONTRACTOR MAY

ENCOUNTER

VARYING

CONDITIONS DURING

CONSTRUCTION.

BORING

LOCATION

PROJECT

LIMITS

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 0

Ja n

, 2 :4

7p m

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

C -1

.1 .3

B O

G L

O G

- S

T 2.

dw g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

SOIL BORING

LOCATION PLAN

C-1.1.1

RAD

ACC

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 0

Ja n

, 2 :4

7p m

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

C -1

.1 .3

B O

G L

O G

- S

T 2.

dw g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

BORING LOGS -

SHEET 1

C-1.1.2

RAD

ACC

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 0

Ja n

, 2 :4

7p m

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

C -1

.1 .3

B O

G L

O G

- S

T 2.

dw g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

BORING LOGS -

SHEET 2

C-1.1.3

RAD

ACC

C U

STO

S AN

TEC

TIO

N R

ESTR

TED

U .S

O M

D B

O R

P R

O N

A R

U.S. CUSTOMS AND BORDER PROTECTION

RESTRICTED AREA

FAA FAA FAA

FAA

FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA

SD SD

X X

AIRPORT ADMIN.

AND CBP

361'

BASE BID

A-A

C-9.1.1

B-B

C-9.1.1

N:1532427.02 E:549834.94

N:1531952.88 E:549644.87

N:1532283.92 E:549503.39

150'

11'

80'

PROPOSED DOUBLE HEADED

AIRCRAFT PARKING POSITION

MARKING - SEE DETAIL 3

SHEET C-40.1.1

PROPOSED US

CUSTOMS

CONTAINMENT

MARKING - SEE DETAIL

5 SHEET C-40.1.1

PROPOSED AIRCRAFT

TIE DOWN - SEE

DETAIL 1 SHEET

C-40.1.1

PROPOSED

NON-MOVEMENT AREA

MARKING - SEE DETAIL

2 SHEET C-40.1.1

PROPOSED SURFACE

PAINTED INDICATOR

MARKING -SEE DETAIL 4

SHEET C-40.1.1

N:1532419.93 E:549821.66

N:1532088.89 E:549963.13

N:1532309.25 E:549731.82

N:1532273.88 E:549649.06

N:1532183.99 E:549687.47

N:1532219.36 E:549770.23

100'

30'

N:1532010.72 E:549667.28

25'

TYP.

P.50'

TYP.

N:1532104.77 E:549986.25

N:1532118.27 E:549966.89

N:1532431.72 E:549849.25

N:1532524.99 E:550064.95

N:1532193.53 E:550206.60

N:1532094.58 E:549977.01

250'

ADDITIVE ALTERNATE

N:1532427.02 E:549834.94

N:1532185.61 E:550188.23

N:1532517.03 E:550046.60

PROPOSED AIRCRAFT

TIE DOWN (TYP.) -

SEE DETAIL 1 SHEET

C-40.1.1

N:1532100.68 E:549990.72

90.00'

PROPOSED HIGH MAST

LIGHT POLE - SEE

ELECTRICAL DRAWINGS

AND SHEET S-1.1.1 FOR

ADDITIONAL

INFORMATION

00 30 60

LEGEND

PROPOSED

AIRCRAFT

TIE

DOWN

NOTES

1. SEE TYPICAL

SECTION AND

PAVEMENT DETAIL

SHEETS C-9.1.1

AND C-9.1.2 FOR

PROPOSED

PAVEMENT

REHABILITATION.

2. LOCATION OF ALL

NEW TIE DOWNS

SHALL BE

CONFIRMED WITH

OAR AND/OR

ENGINEER PRIOR

TO INSTALLATION.

3. ALL MARKINGS ARE

LOCATED WITHIN

THE BASE BID

AREA. THERE ARE

NO MARKINGS

ASSOCIATED WITH

THE ADDITIVE

ALTERNATE.

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 2

Ja n

, 1 1:

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

C -3

.1 .1

R Y

N G

N .d w g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

GEOMETRY &

MARKING PLAN

C-3.1.1

RAD

ACC

BASE BID PROJECT

LIMITS

ADDITIVE

ALTERNATE

PROJECT LIMITS

VARIES

(0.7% TO 1.0%)

EXISTING CONCRETE

CHANNEL TO REMAIN

ELEVATION VARIES:

112.6' TO 110.8'

ELEVATION

VARIES:

109.0' TO 108.0'

PROPOSED

APRON

PAVEMENT

SECTION-SEE

SHEET C-9.1.2

EXISTING

GRADE

PROPOSED

GRADE

BASE BID

PROJECT LIMITS

EXISTING

EAST RAMP

(TO REMAIN)

PROPOSED ELEVATION VARIES:

111.8' TO 108.2'

EXISTING

EDGE OF

PAVEMENT VARIES

(0.0% TO 0.7%)

PROPOSED ELEVATION

VARIES:

112.7' TO 108.5'

PROPOSED APRON

PAVEMENT SECTION-SEE

SHEET C-9.1.2

TIE INTO EXISTING

PAVEMENT - SEE DETAIL

4 SHEET C-9.1.2

EXISTING

GRADE

PROPOSED

GRADE

ADDITIVE ALTERNATE

PROJECT LIMITS

SEE NOTE 1

TYPICAL SECTION A-A1 NOT TO SCALE

TYPICAL SECTION B-B2 NOT TO SCALE

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 2

Ja n

, 1 :5

1p m

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

C -9

.1 .2

.d w g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

TYPICAL

SECTIONS

C-9.1.1

RAD

ACC

NOTES

1. PAVEMENT ELEVATIONS AT THIS BOUNDARY SHALL BE

DEPENDENT ON IF THE ADDITIVE ALTERNATE IS CHOSEN TO BE

AWARDED. GRADING PLANS HAVE BEEN PROVIDED FOR BOTH

SCENARIOS AND BASED UPON THE AWARDED BID SCHEDULES

ONE OF THE GRADING PLANS WILL BE INCLUDED IN THE ISSUED

FOR CONSTRUCTION PLANS.

2.5" - 4" ASPHALT

PAVEMENT

3" - 5" LIMEROCK

BASE COURSE

EXISTING SUBGRADE

2.5" - 4" EXISTING

ASPHALT TO BE REMOVED

(P-101.1) - SEE NOTE 1

3" - 4" LIMEROCK BASE

COURSE TO BE REMOVED

AND DISPOSED OFFSITE

(P-101.1)

EXISTING SUBGRADE

O W

R A D

E (S

VARIABLE DEPTH

SUBGRADE TO BE

REMOVED AND

DISPOSED OF

OFFSITE (P-152.1)

4" ASPHALT PAVEMENT

2 - 2" LIFTS (P-401.1)

6" LIMEROCK BASE

COURSE (P-211.1)

EXISTING SUBGRADE

TO BE COMPACTED

(P-152.2) - SEE

NOTES 2 AND 4

EXISTING PAVEMENT SECTION1 NOT TO SCALE

DEMOLITION SECTION2 NOT TO SCALE

PROPOSED PAVEMENT SECTION3 NOT TO SCALE

4" ASPHALT PAVEMENT (P-401)

6" LIMEROCK BASE COURSE (P-211)

COMPACTED SUBGRADE

EXISTING 2.5" - 4"

ASPHALT

EXISTING

3" - 4"

LIMEROCK

BASE

COURSE

EXISTING

SUBGRADE

PAVEMENT

TIE-IN

EXISTING

RAMP

ASPHALT

PROPOSED

RAMP

ASPHALT

NOTES

1. THE EXISTING ASPHALT RAMP WAS PREVIOUSLY

SEAL COATED WITH A APPROXIMATELY 1/8" THICK

SEALANT PRODUCT. THE CONTRACTOR MAY

CHOOSE TO REMOVE THIS LAYER PRIOR TO FULL

DEPTH MILLING IN ORDER TO PRESERVE THE

QUALITY OF EXISTING MILLINGS. THIS SHALL BE

DONE AT THE CONTRACTORS DISCRETION AND NO

SEPARATE PAYMENT SHALL BE MADE FOR THIS

WORK.

2. TOP 12" OF EXISTING SUBGRADE TO BE

COMPACTED TO AT LEAST 98% OF MODIFIED

PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557)

3. DEMOLITION SHALL CONSIST OF REMOVAL OF

EXISTING ASPHALT, BASE COURSE, AND SUBGRADE

(AS NECESSARY) TO A DEPTH OF 10" BELOW

PROPOSED GRADES SO THAT THE NEW PAVEMENT

SECTION CAN BE CONSTRUCTED. DEMOLITION

DEPTHS SHALL BE COORDINATED WITH GRADING

PLAN.

4. A PAY ITEM(P-152.3) HAS BEEN ESTABLISHED FOR

UNSUITABLE EXCAVATION IN THE EVENT THAT

UNSUITABLE / MUCK MATERIAL IS DISCOVERED

AFTER THE REMOVAL OF EXISTING SUBGRADE. IF

REQUIRED SUBGRADE COMPACTION CANNOT BE

ACHIEVED DUE TO THESE MATERIALS THIS PAY

ITEM SHALL BE UTILIZED FOR THE REMOVAL AND

REPLACEMENT OF THIS MATERIAL. PRIOR

APPROVAL FROM THE OAR OR ENGINEER IS

REQUIRED BEFORE ANY WORK RELATED TO THIS

WORK CAN COMMENCE.

PAVEMENT CONNECTION DETAIL4 NOT TO SCALE

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 2

Ja n

, 1 :5

1p m

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

C -9

.1 .2

.d w g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

PAVING DETAILS

C-9.1.2

RAD

ACC

FAA FAA FAA

FAA

FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA

SD SD

AIRPORT ADMIN.

AND CBP

EXISTING SEWER MANHOLE

RIM EL. = 111.60'

EX. DRAINAGE CONTROL

BASIN

TOP EL. = 111.28'

MATCH EXISTING GRADE

SEE PAVEMENT CONNECTION

DETAIL SHEET C-9.1.2

EXISTING CATCH BASIN

TOP EL. = 109.76'

EXISTING CATCH BASIN

TOP EL. = 111.75'

EXISTING CATCH BASIN

TOP EL. = 112.74'

25'

TYP.

11.30'

108.16

108.49

108.66

108.84

109.01

109.19

109.36

109.54

109.71

109.89

110.06

110.24

110.41

110.59

110.76

108.50

108.65

108.83

109.00

109.18

109.35

109.53

109.70

109.88

110.05

110.22

110.40

110.57

110.75

110.92

108.56

108.69

108.87

109.07

109.25

109.44

109.62

109.81

109.99

110.18

110.36

110.54

110.73

110.91

111.10

108.40

108.63

108.85

109.05

109.26

109.46

109.66

109.86

110.06

110.27

110.47

110.67

110.87

111.08

111.27

108.33

108.61

108.82

109.04

109.26

109.48

109.70

109.92

110.14

110.36

110.57

110.79

111.01

111.23

111.45

108.31

108.55

108.79

109.02

109.26

109.50

109.73

109.97

110.21

110.44

110.68

110.92

111.15

111.39

111.63

108.31

108.54

108.78

109.02

109.26

109.50

109.74

109.98

110.22

110.45

110.69

110.93

111.17

111.41

111.65

108.31

108.54

108.78

109.02

109.26

109.50

109.74

109.98

110.22

110.45

110.69

110.93

111.17

111.41

111.65

108.31

108.54

108.78

109.02

109.26

109.50

109.74

109.98

110.22

110.45

110.69

110.93

111.17

111.41

111.65

108.31

108.54

108.78

109.02

109.26

109.50

109.74

109.98

110.22

110.45

110.69

110.93

111.17

111.41

111.65

108.34

108.58

108.82

109.05

109.29

109.52

109.76

110.00

110.23

110.47

110.70

110.94

111.18

111.41

111.65

108.38

108.61

108.85

109.08

109.31

109.55

109.78

110.02

110.25

110.48

110.72

110.95

111.18

111.42

111.65

108.42

108.65

108.88

109.11

109.34

109.57

109.80

110.03

110.27

110.50

110.73

110.96

111.19

111.42

111.65

108.46

108.68

108.91

109.14

109.37

109.60

109.83

110.05

110.28

110.51

110.74

110.97

111.20

111.42

111.65

110.83 110.99

111.17 111.35

111.54 111.72

111.74 111.74

108.48

108.78

109.03

109.27

109.50

109.71

109.93

110.16

110.41

110.62

110.85

111.06

111.28

111.50

111.66 111.76

EXISTING

CONCRETE

FLUME TO

REMAIN

EXISTING CATCH BASIN

TOP EL. = 107.25'

10'

EXISTING

MANHOLE TO

REMAIN

RIM EL. = 111.52'

EXISTING DRAINAGE

CONTROL BASIN TO

REMAIN TOP EL. = 111.39'

110.5

111.5

109.5

108.5 109

109.5

110.5

111.5

112.5

EXISTING MANHOLE

RIM EL. = 111.52'

MATCH EXISTING

GRADE

SEE PAVEMENT

CONNECTION DETAIL

SHEET C-9.1.2

EXISTING CATCH BASIN

TOP EL. = 107.26'

00 30 60

NOTES

1. NEW RAMP GRADES

HAVE BEEN

ESTABLISHED TO

PROVIDE A

CONSISTENT CROSS

SLOPE FOR THE NEW

PAVEMENT.

2. IF ADDITIVE

ALTERNATE IS

AWARDED THIS SHEET

WILL BE REMOVED

FROM THE CONTRACT

DOCUMENTS AND

SHEET C-12.1.2 SHALL

BE UTILIZED.

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 2

D ec

4, :3 3p m , B y:

D ra w in g Pa th : X

:\4

\D ra w in gs \S he et s\ C

-1 2.

G R

G A

N D

D R

.d w g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

GRADING AND

DRAINAGE PLAN

- BASE BID

C-12.1.1

RAD

ACC

FAA FAA FAA FAA

FAA

FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA FAA

SD SD

X X

AIRPORT ADMIN.

AND CBP

111.5

110.5

109.5

112.5

MATCH EXISTING

GRADE SEE

PAVEMENT

CONNECTION

DETAIL 4 SHEET

C-9.1.2

108.73

108.96

109.18

109.41

109.63

109.86

110.08

110.31

110.53

110.76

110.98

111.20

111.43

111.65

108.59

108.81

109.04

109.27

109.49

109.72

109.94

110.17

110.40

110.62

110.85

111.07

111.30

111.52

111.75

108.67

108.89

109.12

109.35

109.57

109.80

110.02

110.25

110.48

110.70

110.93

111.16

111.38

111.61

111.84

108.97

109.20

109.43

109.66

109.88

110.11

110.34

110.56

110.79

111.02

111.25

111.47

111.70

111.93

109.05

109.28

109.51

109.74

109.97

110.20

110.42

110.65

110.88

111.11

111.34

111.56

111.79

112.02

109.13

109.36

109.59

109.82

110.05

110.28

110.51

110.74

110.97

111.19

111.42

111.65

111.88

112.11

109.21

109.44

109.67

109.90

110.13

110.36

110.59

110.82

111.05

111.28

111.51

111.74

111.97

112.20

109.29

109.52

109.75

109.98

110.22

110.45

110.68

110.91

111.14

111.37

111.60

111.83

112.06

112.29

109.37

109.60

109.83

110.07

110.30

110.53

110.76

110.99

111.22

111.46

111.69

111.92

112.15

112.38

109.45

109.68

109.91

110.15

110.38

110.61

110.84

111.08

111.31

111.54

111.77

112.01

112.24

112.47

109.65

109.86

110.09

110.36

110.60

110.83

111.03

111.26

111.45

111.70

111.89

112.09

112.31

112.58

108.75 108.83

108.91 108.99

109.06 109.14

109.22 109.3225

.2 3'

P. 25'

TYP.

111.73 111.84

111.93 112.02

112.11 112.20

112.30 112.39

112.47 112.57

112.66

10.00' 11.00'

EXISTING DRAINAGE

CONTROL BASIN TO

REMAIN

TOP EL. = 111.39'

EXISTING

MANHOLE TO

REMAIN

RIM EL. = 111.52'

EXISTING SEWER MANHOLE

RIM EL. = 111.60'

EXISTING CATCH BASIN

TOP EL. = 107.25'

EXISTING CATCH BASIN

TOP EL. = 107.26'

EXISTING

MANHOLE TO

REMAIN

RIM EL. = 111.52'

EXISTING DRAINAGE

CONTROL BASIN TO

REMAIN

TOP EL. = 111.28'

EXISTING CATCH BASIN

TOP EL. = 109.76'

EXISTING CATCH

BASIN

TOP EL. = 111.75'

EXISTING CATCH BASIN

TOP EL. = 112.74'

EXISTING

CONCRETE

FLUME TO

REMAIN

EXISTING

RAMP

110.0

110.5 111.0

111.5

109.5

109.0

108.5

108.16

108.49

108.66

108.84

109.01

109.19

109.36

109.54

109.71

109.89

110.06

110.24

110.41

110.59

110.76

108.50

108.65

108.83

109.00

109.18

109.35

109.53

109.70

109.88

110.05

110.22

110.40

110.57

110.75

110.92

108.56

108.69

108.87

109.07

109.25

109.44

109.62

109.81

109.99

110.18

110.36

110.54

110.73

110.91

111.10

108.40

108.63

108.85

109.05

109.26

109.46

109.66

109.86

110.06

110.27

110.47

110.67

110.87

111.08

111.27

108.33

108.61

108.82

109.04

109.26

109.48

109.70

109.92

110.14

110.36

110.57

110.79

111.01

111.23

111.45

108.31

108.55

108.79

109.02

109.26

109.50

109.73

109.97

110.21

110.44

110.68

110.92

111.15

111.39

111.63

108.31

108.54

108.78

109.02

109.26

109.50

109.74

109.98

110.22

110.45

110.69

110.93

111.17

111.41

111.65

108.31

108.54

108.78

109.02

109.26

109.50

109.74

109.98

110.22

110.45

110.69

110.93

111.17

111.41

111.65

108.31

108.54

108.78

109.02

109.26

109.50

109.74

109.98

110.22

110.45

110.69

110.93

111.17

111.41

111.65

108.31

108.54

108.78

109.02

109.26

109.50

109.74

109.98

110.22

110.45

110.69

110.93

111.17

111.41

111.65

108.34

108.58

108.82

109.05

109.29

109.52

109.76

110.00

110.23

110.47

110.70

110.94

111.18

111.41

111.65

108.38

108.61

108.85

109.08

109.31

109.55

109.78

110.02

110.25

110.48

110.72

110.95

111.18

111.42

111.65

108.42

108.65

108.88

109.11

109.34

109.57

109.80

110.03

110.27

110.50

110.73

110.96

111.19

111.42

111.65

108.46

108.68

108.91

109.14

109.37

109.60

109.83

110.05

110.28

110.51

110.74

110.97

111.20

111.42

111.65

8.4

8.7

8.9

9.1

9.4

9.6

9.8

0.0

0.3

0.5

0.7

0.9

1.2

1.4

1.6

110.83 110.99

111.17 111.35

111.54 111.72

111.74 111.74

108.51

108.73

108.96

109.18

109.41

109.63

109.86

110.08

110.31

110.53

110.76

110.98

111.20

111.43

111.65 111.73

00 30 60

NOTES

1. NEW RAMP GRADES HAVE BEEN ESTABLISHED TO

PROVIDE A CONSISTENT CROSS SLOPE FOR THE NEW

PAVEMENT.

2. THIS SHEET SHALL BE UTILIZED ONLY IF ADDITIVE

ALTERNATE IS AWARDED. IF ONLY BASE BID AWARDED,

THIS SHEET SHALL BE REMOVED FROM THE CONTRACT

DOCUMENTS AND SHEET C-12.1.1 SHALL BE UTILIZED

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 1

Ja n

, 1 1:

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

C -1

A N

D D

dw g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

GRADING AND

DRAINAGE PLAN

- ADDITIVE

ALTERNATE

C-12.1.2

RAD

ACC

BASE BID

PROJECT

LIMITS

ADDITIVE

ALTERNATE

PROJECT

LIMITS

GRATE

FILTER FABRICFILTER FABRIC

DRAINAGE FRAME

GRATE

ATTACH THE FILTER FABRIC TO THE POSTS

AND EXTEND IT INTO THE TRENCH.

4. EXTENSION OF FABRIC AND

WIRE INTO THE TRENCH.

2.1. SET POSTS AND EXCAVATE A 4"x4" TRENCH

UPSLOPE ALONG THE LINE OF POSTS.

BACKFILL AND COMPACT THE EXCAVATED SOIL.

4" 4"

FILTER FABRIC

GENERAL EROSION CONTROL NOTES

1. THE PURPOSE OF EROSION CONTROL IS TO PREVENT POLLUTION OF BODIES OF WATER ON OR ADJACENT TO THE PROJECT SITE. IN ADDITION, EROSION CONTROL SHALL PREVENT DAMAGE TO ADJACENT PROPERTY, AIRPORT PROPERTY AND WORK IN PROGRESS.

2. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING. CARE AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH DRAWINGS, TECHNICAL SPECIFICATIONS, APPROVED STORMWATER POLLUTION PREVENTION PLAN (SWPPP) OR AS DIRECTED BY THE

CONSTRUCTION MANAGER.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL EROSION CONTROL DEVICES PERIODICALLY AND AFTER EVERY RAINFALL. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.

4. CONTRACTOR IS RESPONSIBLE FOR DEVELOPING, SUBMITTING FOR APPROVAL, IMPLEMENTING AND MAINTAINING A STORM WATER POLLUTION PREVENTION PLAN

(SWPPP).

5. ALL STREAM CROSSINGS AND STREAM DIVERSIONS REQUIRE ENVIRONMENTAL APPROVAL PRIOR TO ANY INSTREAM CONSTRUCTION.

6. CONTRACTOR SHALL SUBMIT AND RECEIVE APPROVAL ON THROUGH THE SHOP DRAWING SUBMITTAL PROCESS AN EROSION CONTROL AND DUST CONTROL PLAN PRIOR TO ANY LAND DISTURBING ACTIVITY. EROSION CONTROL PLAN SHALL INCLUDE PROPOSED LOCATION OF SILT FENCE, INLET/OUTLET PROTECTION, AND OTHER EROSION

CONTROL MEASURES AS NECESSARY.

SODDING NOTES

1. ANY SODDED/SEEDED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE CONDITION THEY WERE PRIOR TO CONSTRUCTION BY THE CONTRACTOR. THIS INCLUDES APRON SHOULDER AREAS, STAGING AREAS, HAUL ROUTES, AND ANY OTHER AREAS DISTURBED DURING CONSTRUCTION. THIS SHALL BE

CONSIDERED INCIDENTAL TO THE PROJECT AND NO SEPARATE PAYMENT SHALL BE MADE.

INLET PROTECTION NOTES

1. INLET PROTECTION SHALL BE INSTALLED AT ALL INLETS WITHIN THE PROJECT WORK AREA.

2. INLET PROTECTION METHOD SHALL BE PER THE DETAIL SHOWN ON THIS SHEET. ALTERNATIVE METHODS MAY BE APPROVED THROUGH THE SHOP DRAWING SUBMITTAL

PROCESS.

3. CONTRACTOR SHALL CLEAR DEBRIS AND SILT AS REQUIRED FROM FABRIC TO MAINTAIN DRAINAGE THROUGH THE STRUCTURE.

4. FABRIC SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE.

5. PAYMENT FOR INLET PROTECTION SHALL BE INCLUSIVE OF THE C-102.2 INSTALL INLET PROTECTION PAY ITEM.

SILT FENCE NOTES

1. SILT FENCE SHALL BE INSTALLED AT THE PERIMETER OF ALL DISTURBED LAND AREAS AS SHOWN ON SHEET G012.

2. SILT FENCE SEDIMENT BARRIER SHALL BE IN PLACE PRIOR TO GRADING.

3. SILT FENCE AND FILTER FABRIC MUST BE ENTRENCHED, 4 INCHES DEEP BY 4 INCHES WIDE, ON THE UPSLOPE SIDE OF THE SILT FENCE.

4. WHEN JOINTS ARE NECESSARY, THE FABRIC SHALL BE SPLICED AT A SUPPORT POST WITH A MINIMUM 12 INCH OVERLAP AND SECURELY SEALED

5. POST FOR SILT FENCES SHALL BE 2.5 X 2 INCH DIAMETER WOOD WITH A MINIMUM LENGTH OF 5 FEET.

6. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART ON CENTER AND DRIVEN SECURELY INTO THE GROUND (MIN. OF 12 INCHES).

7. SEDIMENT MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.

8. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE

PROPOSED AND EXISTING GRADES, PREPARED AND SEEDED.

9. UNDER NO CIRCUMSTANCES SHOULD SILT FENCE BE CONSTRUCTED IN LIVE STREAMS.

10. SILT FENCE SHALL BE REMOVED UPON COMPLETION OF THE PROJECT OR WHEN NECESSARY PER THE APPROVED SWPPP.

11. PAYMENT FOR SILT FENCE SHALL BE INCLUSIVE OF THE C-102.1 SILT FENCE INSTALLATION AND REMOVAL PAY ITEM.

GRATE INLET PROTECTION2 NOT TO SCALE

SILT FENCE CONSTRUCTION DETAIL1 NOT TO SCALE

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 0

Ja n

, 2 :5

9p m

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

C -1

D ra in ag e an d

Er os io n

C on tro l D et ai ls .d w g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

DRAINAGE AND

EROSION

CONTROL

DETAILS

C-15.1.1

RAD

ACC

TIE DOWN ANCHOR DETAIL1 NOT TO SCALE

NON - MOVEMENT AREA MARKING2 NOT TO SCALE

3' 3'3' 3' 3'

6" 6"

C E

A S

S H

O W

N O

A N

6" SOLID YELLOW LINE

DOUBLE HEADED AIRCRAFT LEAD IN MARKING3 NOT TO SCALE

90' (TYP.)

ASPHALT

PAVEMENT

6" DIA.

HOLE

CORED

2" DIA. EYE

90° BEND

10"±

BAR

FLARED BASE.

3/4" GALVANIZED

P-610 CONCRETE

SHAVE CORE HOLE

WALL TO PROVIDE

SOLID YELLOW LINE

ON NON-MOVEMENT

SIDE

DASHED YELLOW LINE

ON MOVEMENT SIDE

SURFACE PAINTED INDICATOR MARKING4 NOT TO SCALE

11'

1' 1'

6" SOLID YELLOW LINE

US CUSTOMS CONTAINMENT MARKING 5 NOT TO SCALE

TWO 6" SOLID LINES

(ONE WHITE / ONE RED)

WITH 6" SPACING

BETWEEN

US CUSTOMS AND BORDER PROTECTION

RESTRICTED AREA

CBP AREA INSCRIPTION. 2'

STANDARD WHITE LETTERING.

INSTALL ON CENTER OF EACH

SIDE OF CONTAINMENT AREA.

MARKING SHALL BE INSTALLED 1

FT INSIDE OF CONTAINMENT

MARKING. SEE SHEET C-3.1.1

FOR LOCATION

STANDARD FAA YELLOW CHARACTERS:

4' WIDE

12' HIGH

6" SOLID YELLOW LINE

PROPOSED

NOTES:

1. SEE SHEET C-3.1.1 FOR TIE DOWN LOCATIONS. EXACT LOCATIONS

OF TIE DOWNS SHALL BE COORDINATED WITH OAR AND/OR

ENGINEER PRIOR TO INSTALLATION.

2. COST OF CORING AND CONCRETE SHALL BE INCLUDED IN THE

COST OF THE TIE DOWN.

NOTE:

1. NO BLACK OUTLINE IS REQUIRED AS ALL MARKINGS

ARE ON NEW PAVEMENT

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 2

Ja n

, 2 :0

9p m

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

C -4

M ar ki ng D et ai ls a nd N ot es

.d w g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

MARKING

DETAILS AND

NOTES

C-40.1.1

RAD

ACC

REFERENCE LOCATION

SEE SHEET C-3.1.1 FOR

COORDINATES

6" SOLID WHITE LINE

6" SOLID RED LINE

C U

STO

S AN

TEC

TIO

N R

ESTR

TED

U .S

O M

D B

O R

P R

O N

A R

U.S. CUSTOMS AND BORDER PROTECTION

RESTRICTED AREA

D D

FAA FAA FAA FAA FAA

X X

X X X

X X

XX X

TAXIWAY A

E COLONIAL DR

RUN

AY 13-31

TAXIW

AY E

TAXIWAY B

LAKE

GEORGETTE

FAIRGREEN ST

PHASE 1

CONTRACTOR

STAGING

AREA

SITE ACCESS FROM

RICKENBACKER DR

RICKEN

BACKER D

SAS T-HANGAR

COLONIAL PROMENADE

SHOPPING CENTER

ATLANTIC

AVIATION

CONTRACTOR

ACCESS GATE

(PHASE 1)

N:1532134.76 E:549409.84

100'

PHASE 1

HAUL ROUTE

EXISTING EAST RAMP

CONTRACTOR

ACCESS GATE

(PHASE 2)

PHASE 1

HAUL ROUTE

AIRPORT

ADMINISTRATION

AND CUSTOMS

BUILDING

N:1532517.21 E:549962.83

100'

PHASE 1

CONTRACTOR STAGING

AREA

PHASE 2-

ADDITIVE

ALTERNATE

PHASE 1-BASE

BID

TAXIW

AY A3

TAXIW

AY A4

NO APRON ACCESS

FROM TAXIWAY A5

DURING PHASE 1

AIRCRAFT ACCESS

APRON FROM TAXIWAY

A3 DURING PHASE 1

ADVENT HEALTH

HANGAR

SEE NOTE 8

00 200 400

LEGEND

CONTRACTOR

STAGING AREA

HAUL

ROUTE

BASE BID

PROJECT

LIMITS

ADDITIVE

ALTERNATE

PROJECT LIMITS

NOTES

1. CONTRACTOR SHALL

ACCESS SITE AS

SHOWN THROUGH THE

DESIGNATED GATES.

THEY SHALL INSTALL

THEIR OWN LOCK ON

THE GATE. GATE

SHALL BE SECURED OR

MANNED AT ALL

TIMES.

2. CONTRACTOR SHALL

PROVIDE SILT FENCE

AROUND CONTRACTOR

STAGING AREA AND BE

RESPONSIBLE FOR

RESTORING STAGING

ARE TO

PRE-CONSTRUCTION

CONDITIONS AT THE

CONCLUSION OF THE

PROJECT. THERE

SHALL BE NO

SEPARATE PAYMENT

FOR THIS WORK.

3. CONSTRUCTION

STAGING AND

EQUIPMENT PARKING

SHALL BE IN THE

DESIGNATED AREAS

ONLY OR AS

OTHERWISE APPROVED

BY THE OAR AND OR

ENGINEER.

4. CONTRACTOR TO

ACCESS WORK AREA

IN ACCORDANCE WITH

HAUL ROUTES SHOWN.

5. ACCESS TO RUNWAYS

AND TAXIWAYS IS

PROHIBITED WITHOUT

PRIOR COORDINATION

WITH THE ENGINEER

AND THE AIRPORT.

6. IN THE INSTANCE OF

ANY SCHEDULED

NIGHT WORK,

CONTRACTOR TO

PLACE AND AIM WORK

LIGHTS SO THAT THEY

FACE AWAY FROM AIR

TRAFFIC CONTROL

TOWER AND THE

AIRFIELD.

7. PRIOR TO THE

OPENING OF THE

WORK AREA, THE AREA

SHALL BE SWEPT

CLEAN OF ALL FOD

(FOREIGN OBJECT

DEBRIS - ROCKS,

DEBRIS, EQUIPMENT,

ETC.). THE AIRPORT

SHALL PERFORM AN

INSPECTION AND

APPROVE THE SITE

BEFORE BARRICADES

HAVE BEEN REMOVED.

8. NEW HANGARS MAY BE

UNDER

CONSTRUCTION AT

THE TIME OF THIS

PROJECT TAKING

PLACE.CONTRACTOR

SHALL BE AWARE OF

OTHER ONGOING

ACTIVITIES NEAR THE

WORK AREA

PHASE 0

45 DAYS

TOTAL CONSTRUCTION TIME=

165 CALENDAR DAYS

CONSTRUCTION PHASING DIAGRAM

NOT TO SCALE

15 30 45 60 75 90 1050

S U

B S

A L

C O

PHASE 1-BASE BID

60 DAYS

N O

C E

R O

PHASING NOTES:

PHASE 0

PHASE 0 SHALL CONSIST BUT NOT BE LIMITED TO SUBMITTAL AND APPROVAL OF SHOP DRAWINGS / MATERIAL CERTIFICATIONS/MIX DESIGNS/QUALITY CONTROL PROGRAM, COORDINATION MEETINGS, PROCUREMENT OF MATERIALS, MOBILIZATION OF EQUIPMENT TO THE PROJECT SITE, ESTABLISHING CONTRACTOR'S STAGING AREA

AND SITE ACCESS, SURVEY AND LAYOUT, PROCUREMENT OF MOT ITEMS, AND RELATED WORK.

PHASE 1

PHASE 1 SHALL CONSIST OF ALL THE PAVEMENT RECONSTRUCTION WORK WITHIN THE BASE BID LIMITS AS SHOWN ON THE PLANS. THE PHASE 1 WORK AREA MUST BE CONSIDERED SUBSTANTIALLY COMPLETE AND READY

TO REOPEN FOR AIRPORT USE PRIOR TO MOVING TO PHASE 2.

PHASE 2

PHASE 2 SHALL CONSIST OF ALL WORK WITHIN THE ADDITIVE ALTERNATE LIMITS AS SHOWN ON THE PLANS. THE PROJECT SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE AT THE CONCLUSION OF THIS PHASE. IF THE ADDITIVE ALTERNATE IS NOT AWARDED, THE TOTAL CONTRACT DURATION SHALL BE REDUCED BY THE DURATION

OF THIS PHASE.

FINAL COMPLETION

THE CONTRACTOR HAS 45 CALENDAR DAYS TO COMPLETE DEFICIENT PUNCH LIST ITEMS NOTED IN THE FINAL

INSPECTION AND TO DEMOBILIZE FROM THE JOBSITE.

PHASE 2-ADDITIVE

ALTERNATE

60 DAYS

120 135 150 165

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 2

Ja n

, 3 :5

5p m

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

C -6

C on tra ct or

L ay ou t a nd O ve ra ll Ph as in g Pl an .d w g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

CONTRACTOR

LAYOUT AND

OVERALL

PHASING PLAN

C-60.0.1

RAD

ACC

C U

STO

S AN

TEC

TIO

N R

ESTR

TED

U .S

O M

D B

O R

P R

O N

A R

U.S. CUSTOMS AND BORDER PROTECTION

RESTRICTED AREA

FAA FAA FAA FAA

FAA

X X X X

X X

LAKE G

ETTE LN

LAKE

GEORGETTE

x x x x x x xxxxxx

EXISTING APRON

AIRPORT ADMIN.

AND CBP

CONSTRUCTION BARRICADE

FENCE - SEE DETAIL SHEET

C-61.0.2

CONTRACTOR

STAGING

AREA

HAUL ROUTE

A TEMPORARY CUSTOMS

CONTAINMENT BOX WILL BE

REMARKED ADJACENT TO

THE PROJECT SITE SO U.S.

CUSTOMS AND BORDER

PROTECTION CAN OPERATE

DURING CONSTRUCTION.

THIS MARKING SHALL BE

REMOVED AT THE

CONCLUSION OF THE

PROJECT. ALL WORK

ASSOCIATED WITH THIS

SHALL BE INCLUDED IN THE

TEMPORARY MARKINGS PAY

ITEM.

BASE BID WORK AREA

CLOSURE OF THIS HANGAR

TAXILANE SHALL BE

COORDINATED PRIOR TO

BEGINNING CONSTRUCTION -

NO SEPARATE PHASE SHALL

BE DESIGNATED FOR WORK

AFFECTING THIS CLOSURE. IN

THE EVENT THAT A PLANE IS

REQUIRED TO ACCESS THIS

TAXILANE THE CONTRACTOR

MAY BE REQUIRED TO

TEMPORARILY REMOVE THE

BARRICADE FENCE SO THAT

THE PLANE CAN ENTER OR

EXIT THE HANGAR TAXILANE.

CONTRACTORS ACCESS

GATE. ACCESS THROUGH

AUTOMATED GATE TO BE

COORDINATED WITH

AIRPORT - CONTRACTOR

SHALL NOT LEAVE GATE

UNATTENDED IN OPEN

POSITION

CUSTOMER ACCESS TO

CUSTOMS FACILITY

(SEE NOTE 1)

TAXIWAY A5 CONNECTOR TO

EAST RAMP TO BE CLOSED

DURING CONSTRUCTION:

LOW PROFILE BARRICADE -

SEE SHEET C-61.0.2

T/ W

SEE NOTE 2

00 50 100

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 2

Ja n

, 4 :3

8p m

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

C -6

G P

- B

.d w g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

PHASING PLAN -

PHASE 1 - BASE

BID

C-60.0.2

RAD

ACC

LOW PROFILE

BARRICADE

CONSTRUCTION

BARRICADE FENCE

NOTES

1. CUSTOMERS USING

THE CBP FACILITY

WILL NEED TO HAVE

EGRESS FROM THE

TEMPORARY CUSTOMS

CONTAINMENT

MARKING TO THE

FACILITY AS SHOWN.

THE CONTRACTOR

SHALL PROVIDE A

SAFE PATH OF EGRESS

BETWEEN THESE TWO

LOCATIONS AT ALL

TIMES DURING

CONSTRUCTION.

2. THE CONSTRUCTION

BARRICADE FENCE

SHALL BE INSTALLED

ACROSS THE

NORTHERN LIMITS OF

THE PHASE 1

CONSTRUCTION LIMITS

TO SEPARATE THE

WORK AREA FROM

CUSTOMS OPERATIONS

3. NO WORK SHALL

BEGIN IN WORK AREA

UNTIL MOBILIZATION

IS COMPLETED AND

THE CONTRACTOR HAS

BEEN AUTHORIZED BY

THE OAR TO PROCEED

WITH WORK.

FAA FAA FAA FAA

FAA

X X X X

X X

US CUSTOMS AND BORDER PROTECTION

RESTRICTED AREA

U S C

U S

M S A

N D

B O

R D

TEC

TIO

TED

U S C

U S

M S A

N D

B O

R D

R O

O N

A R

AIRPORT ADMIN.

AND CBP

EXISTING EAST RAMP

CONTRACTOR'S

STAGING

AREA

HAUL ROUTE

x x x x x x

CONSTRUCTION BARRICADE

FENCE - SEE DETAIL SHEET

C-61.0.2

LOW PROFILE BARRICADE

- SEE SHEET C-61.0.2

T/ W

SEE

NOTE 1

00 50 100

NOTES

1. THE EXACT LOCATION OF

THE CONSTRUCTION

BARRICADE FENCE WILL BE

COORDINATED WITH THE

OAR AND/OR ENGINEER SO

THAT THERE IS ADEQUATE

ROOM FOR PAVING

OPERATIONS WHOLE

PROVIDING TENANT ACCESS

TO THE HANGAR TAXILANE

NORTH OF THE APRON.

2. US CUSTOMS RAMP

OPERATIONS WILL OPERATE

WITHOUT INTERRUPTION IN

THEIR CURRENT LOCATION

DURING THIS PHASE.

3. NO WORK SHALL BEGIN IN

WORK AREA UNTIL PHASE 1

IS COMPLETED AND THE

CONTRACTOR HAS BEEN

AUTHORIZED BY THE OAR TO

PROCEED WITH WORK.

Drawing No.

Drawing Title:

Project No.:

Drawn By:

Checked By:

Issue Date:

Drawing Scale:

Key Plan

Revisions

123456

ORLANDO EXECUTIVE AIRPORT

State of Florida Seal

Name:

License/Registration #:

BP-048 - EAST RAMP

REHABILITATION -

PHASE 1

90% SUBMITTAL

No. Date Description

O N

: 2

Ja n

, 2 :4

0p m

, B y:

D ra w in g

Pa th

: X :\4

H \C

\D ra w in gs

\S he et s\

C -6

G P

- A

D D

dw g

4664455-212152.02

N.T.S.

AIRSIDE

4010 W Boy Scout Blvd, Suite 1000

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

Mead and Hunt, Inc.

PHASING PLAN -

PHASE 2 -

ADDITIVE

ALTERNATE

C-60.0.3

RAD

ACC

LOW PROFILE

BARRICADE

CONSTRUCTION

BARRICADE FENCE

SAFETY NOTES:

1. AIRPORT OPERATIONS - THE CONTRACTOR SHALL ACQUAINT ALL SUPERVISORS AND

EMPLOYEES WITH THE AIRPORT ACTIVITIES AND OPERATIONS THAT ARE INHERENT AT THE

AIRPORT AND SHALL CONDUCT ALL CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE

AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY SPECIFIED IN

NOTE 12 BELOW.

2. VEHICLE IDENTIFICATION -

2.1. ALL CONSTRUCTION VEHICLES WHICH ARE NOT ESCORTED BY A VEHICLE IN CONSTANT

TWO-WAY RADIO COMMUNICATION WITH ATC AND PROPERLY EQUIPPED AND AUTHORIZED

TO OPERATE IN THE AOA, MUST BE PROVIDED WITH A FLAG ON A STAFF ATTACHED TO THE

VEHICLE SO THAT THE FLAG WILL BE READILY VISIBLE.

2.2 THE FLAG MUST BE AT LEAST A 3 FT. BY 3 FT. SQUARE HAVING A CHECKERED PATTERN OF

INTERNATIONAL ORANGE AND WHITE SQUARES AT LEAST 1 FT ON EACH SIDE. COMPANY

LOGOS SHALL BE PLACED ON EACH SIDE OF THE VEHICLE.

2.3 ALL VEHICLES OPERATING IN THE ACTIVE AOA DURING THE HOURS OF DARKNESS NOT

ESCORTED BY A PROPERLY LIGHTED VEHICLE MUST BE IDENTIFIED. VEHICLES SHALL BE

EQUIPPED WITH A YELLOW FLASHING LIGHT MOUNTED ON THE UPPERMOST PART OF THE

VEHICLE STRUCTURE. A STEADY YELLOW LIGHT DESIGNATES VEHICLES LIMITED TO

NON-MOVEMENT AREAS. THE LIGHT MUST BE VISIBLE FROM ANY DIRECTION, DAY AND

NIGHT, INCLUDING FROM THE AIR.

2.4 FURTHER INFORMATION ON THE VEHICLE IDENTIFICATION REQUIREMENTS CAN BE FOUND

IN FAA ADVISORY CIRCULAR 150/5210-5D INCLUDING LIGHTING AND COLOR

SPECIFICATIONS.

3. PAVEMENT CLOSURES - NO RUNWAY, TAXIWAY, APRON OR AIRPORT ROADWAY SHALL BE

CLOSED WITHOUT PRIOR APPROVAL OF THE AIRFIELD OPERATIONS, TO ENABLE NECESSARY

NOTICES TO AIRMEN (NOTAMS) OR ADVISORIES TO AIRPORT SERVICES OR TENANTS. A

MINIMUM OF 72 HOURS…

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File details come from the government source that posted it. Updated Oct 13, 2025.