ADDENDUM 1/PAGE 1 OF 2

ADDENDUM 1

FOR

INVITATION FOR BIDS

For

Northside Exp Infra Dev – NWC60 At

MELBOURNE ORLANDO INTERNATIONAL AIRPORT

MAA 51026

December 23, 2025

This addendum is issued as part of the Proposing Documents for the above described project. The changes incorporated in this addendum shall be considered as a part of the documents and shall supersede, amend, add to, clarify, or subtract from those conditions shown in the original documents. The Proposer shall take care to coordinate modifications herein with all trades and disciplines related to the work. The Proposer shall acknowledge receipt of this addendum in their Proposal Package on by addendum number and date. Failure to do so may subject Proposer to disqualification.

SENT VIA EMAIL – 7 PAGES TOTAL (including attachments)

________________________________________(NAME OF YOUR COMPANY)

NOTE:

PLEASE SIGN_______________________________AND RETURN THIS FIRST SHEET ONLY VIA

E-MAIL OR FAX to SANDRA ACEVEDO, sacevedo@mlbair.com or (321) 723-1194 Fax

THIS VERIFIES THAT YOU HAVE RECEIVED THE ADDENDUM.

GENERAL

1. THE PROPOSAL SUBMISSION DATE REMAINS TUESDAY, JANUARY 20, 2026 at 2:00 PM

EST.

2. See attached Pre-Bid Agenda (1 Page)

3. See attached Pre-Bid Meeting Sign-In sheet (1 Page)

4. The gopher tortoise relocation permit has been applied for by the environmental consultant, who is awaiting a response by the State. Tortoise relocation must be completed before a Notice to Proceed with construction may be given.

PROJECT MANUAL

1. N/A

DRAWINGS

1. See attached survey of site performed by Kimley-Horn in 2016 but dated 2019. (3 Pages) about:blank

ADDENDUM 1/PAGE 2 OF 2

QUESTIONS AND RESPONSES:

1. CIF-001: Is grubbing of the fence line required?

RESPONSE: Yes, grub the 17’ width shown on the typical fence section and Sheet 5, except if any trees to remain (4” or greater dia., live, not palms) are in this area, it shall be determined by Airport Operations whether the tree is to be removed or the fence line moved, per Note N2 of Sheet 2.

2. CIF-002: What is required around the low area (deep channel) shown on Sheet 4?

RESPONSE: Northing special, just the standard clearing. Airport Operations will evaluate mower access around this area after clearing.

3. CIF-003: Is the original survey available?

RESPONSE: It is attached to this addendum, entitled “Exhibit A – Legal Description for 60Ac Site.” Please note: This site is no longer referred to as A5, but as NWC60. Also, the south boundary has been replaced with the north boundary of a 20’ wide FPL underground power easement on Sheet 4 of 6 of the plans, to avoid interference between the fence line and the high voltage underground power lines.

4. CIF-004: On the west side of the property along the stormwater pond, there are Oak trees that were planted every 10-20 feet apart from each other. Are they appear close to the site boundary, will they be removed?

RESPONSE: If any are within the 17' wide limits shown on the typical fence detail, Sht. 5, the same rule will be used for other trees 4" or larger other than palms: It will be determined by Airport Maintenance whether they should be removed or whether the fence line should be adjusted.

END OF ADDENDUM #1

Issued by

Melbourne Airport Authority

Melbourne Airport Authority One Air Terminal Parkway, Suite 220, Melbourne, FL 32901 USA 321.723.6227 www.mlbair.com K:\CAPITAL PROJECTS\Airport Projects\Parking and Signage, proj 51224\01 SOLICITATION\01.5 Construction\250109 Pre Bid Agenda.docx

PRE-BID MEETING – NON-MANDATORY Thursday, 18 December 2025 @ 10:00AM

PROJECT…………….. Northside Exp Infra DEV-NWC60 FDOT Grant No. 447465-2-A8-01/G1U41 MAA Project No. 51026

LOCATION: Melbourne Airport Authority Conference Room

AGENDA

1) Introductions

a) Sign in sheet - please sign in

b) Melbourne Airport Authority

c) Other

2) Proposals due Tuesday, January 20, 2026 @ 2:00 PM - EST.

a) Turn in proposals to the receptionist on the second floor at the Executive offices.

b) DO NOT turn in proposals to anyone on the ground level.

c) This is a public bid opening. Bids will be opened and read aloud.

d) Verify that you have all the required attachments included with your bid.

3) Review RFB

a) Pre-Bid is not mandatory; however, a site visit is required to bid.

b) Proposal package available through the Construction Administrator – Sandra Acevedo.

c) Project budget is $1,200,000.

d) Bid Bond required. Use what is in package or Standard AIA form acceptable.

e) READ the entire Package. No changes allowed.

f) READ the Contract. Modified A101-2017 Standard Form of Agreement with a Stipulated Sum.

g) A Public Construction Bond (Payment and Performance) is required upon award.

h) A Notice to Proceed will be issued after Board approval and State clearance on gopher tortoises.

i) Project Completion (Substantial) is 120 calendar days after NOTICE TO PROCEED.

j) Liquidated damages are actual costs incurred by MAA, not to exceed 10% of bid amount.

k) Addenda – Issue date to be determined as required. All will be sent via e-mail.

i) First Addendum to be issued NLT Tuesday.

l) All questions must be received by 2:00 PM on Friday, January 9, 2026 to be included in an addendum.

4) Proposal Questions

a) Use Contractor Inquiry Form in package. All questions must be in writing.

b) All questions are to be directed to Sandra Acevedo.

c) Questions may be faxed or e-mailed.

d) Questions submitted within the specified time frame will be answered in an Addendum.

e) Do not call Airport Staff or Board Members.

5) General Information

a) Badging will NOT be required.

b) Contractor is responsible for overall job safety and MOT requirements.

c) Owner Direct Purchase orders may be required for major purchases.

d) Project will be confirmed at the January 28, 2026, Board Meeting.

6) Questions & Answers

7) Site Visit

O W

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PARCEL A5

± 60.65 ACRES

± 2,642,123 SQUARE FEET

PARCEL E1 & E2

± 28.77 ACRES

± 1,253,374 SQUARE FEET

OWNER: CITY OF MELBOURNE AIRPORT AUTHORITY

EMBRAER

NOT A PART OF THIS SURVEY

O W

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NUMBER

PLAT BOOK

ORB

No

OHW

NTS

PB

(P)

NR

CHORD DISTANCE

CBS

CHB

CCR

CHD

CMP

CM

CONCRETE BLOCK STRUCTURE

CERTIFIED CORNER RECORD

CORRUGATED METAL PIPE

CONCRETE MONUMENT

CHORD BEARING

RADIUS

RAILROAD

SOUTH

RANGE

PAGE

R

RR

S

RLS

ROW

RNG

RCP

PRM

PT

PVC

PP

(PS)

PKD

PLS

POC

POB

PG

WEST

WITH

SECTION

TOWNSHIP

TYPICAL

TANGENT

STATION

UGE

UGT

UGC

FIBO

UGG

US

W/

W

SEC

TWP

TYP

T

TBM

SV

SS

STA

SQ FT

SRD

SR

SBT

FORCE MAIN

ELEVATION

DRAWING

EAST

DEED BOOK

CONCRETE

COMPANY

FPL

FM

FDOT

ELEV.

DIP

DWG

E

CR

(D)

DB

CONC.

Co

NORTH

IRON ROD

LENGTH

IRON PIPE

N/A

NCS

NCF

N

IR

LF

(M)

MES

IRC

L

LB

INV

IP

ID

NOT APPLICABLE

NO CORNER SET

NO CORNER FOUND

MITERED END SECTION

IRON ROD AND CAP (AS NOTED)

LICENSED BUSINESS

MEASURED COURSE

LINEAR FEET

INVERT ELEVATION

IDENTIFICATION

DESCRIPTION COURSE

DUCTILE IRON PIPE

COUNTY ROAD

DELTA ANGLE

WV

UNDERGROUND ELECTRIC

UNDERGROUND TELEPHONE

UNDERGROUND FIBER OPTICS

UNDERGROUND CABLE

WATER VALVE

UNITED STATES

UNDERGROUND GAS

STATE ROAD DEPARTMENT

TEMPORARY BENCH MARK

SOUTHERN BELL TELEPHONE

REINFORCED CONCRETE PIPE

SANITARY SEWER

SEWER VALVE

STATE ROAD

SQUARE FEET

RIGHT-OF-WAY

OFFICIAL RECORD BOOK

POINT OF TANGENCY

PREVIOUS SURVEY COURSE

PROFESSIONAL LAND SURVEYOR

POINT OF COMMENCEMENT

POINT OF BEGINNING

NOT TO SCALE

OVERHEAD WIRE

POWER POLE

PARKER KALON NAIL & DISK

POLYVINYLCHLORIDE

PLATTED COURSE

NON-RADIAL

IRON PIPE AND CAP (AS NOTED)IPC

CG CURB AND GUTTER

1. THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE (5J-17 F.A.C.), IS

"COMMERCIAL/HIGH RISK." THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF

BOUNDARY SURVEY IS 1 FOOT IN 10,000 FEET. THIS SURVEY EXCEEDS SAID ACCURACY.

2. HORIZONTAL DATUM: THIS 2016 ALTA/NSPS LAND TITLE SURVEY HAS BEEN REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM - EAST ZONE, ADJUSTED TO THE NORTH AMERICAN DATUM OF 1983/1990. THE EXISTING CONTROL UTILIZED TO ESTABLISH SAID REFERENCE WAS

BREVARD GPS 5070 ARNOLD, PID # DG8766.

3. THE BEARING BASE FOR THIS SURVEY IS STATE PLANE GRID NORTH - MORE SPECIFICALLY, THE

NORTH LINE OF SECTION 29-27-37 HAVING A GRID BEARING OF S89°51'57"E.

4. VERTICAL DATUM: ALL ELEVATIONS SHOWN HEREON HAVE BEEN REFERENCED TO THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

5. THE PROPERTY WHICH IS THE SUBJECT OF THIS SURVEY APPEARS TO BE SITUATE IN FLOOD ZONE X & D, AT THIS TIME AS SCALED FROM F.E.M.A. FIRM NO. 12009C0582G, DATED MARCH 17, 2014.

6. THIS SURVEY WAS PERFORMED IN THE FIELD FROM MAY 5, 2019 THROUGH JUNE 19, 2019.

KIMLEY-HORN AND ASSOCIATES FILE NO. 013424000, FIELD BOOK 486.

7. PROPERTY CORNER MONUMENTS WERE FOUND AS SHOWN HEREON ON JUNE 19, 2019. LEASE

PARCEL MONUMENTS WILL NOT BE SET UNTIL LEASE PARCEL HAS BEEN APPROVED BY CLIENT.

8. NO TITLE OPINION IS HEREBY EXPRESSED OR IMPLIED.

9. THIS SURVEY IS NOT INTENDED TO LOCATE ANY UNDERGROUND FOUNDATIONS, UNDERGROUND

ENCROACHMENTS OR UNDERGROUND UTILITIES, EXCEPT AS OTHERWISE SHOWN HEREON.

10. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER

DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION

INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED ACCURATELY FROM

INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND

UTILITIES. THEREFORE, ALL LOCATIONS SHOULD BE FIELD VERIFIED BEFORE ANY CONSTRUCTION.

11. INVERT ELEVATION INFORMATION SHOWN HEREON IS DERIVED FROM MEASUREMENTS OBTAINABLE, RELATIVE TO THE CONDITIONS AND PHYSICAL FEATURES EXISTING AT ANY GIVEN STRUCTURE

LOCATION. THE ACCURACY OF SAID MEASUREMENTS MAY BE IMPAIRED BY ACCESSIBILITY AND

VISIBILITY ISSUES; MOVING OR STANDING WATER; SILTATION OR DEBRIS, AND ETC. AS MAY BE NOTED HEREON. WHERE A VARIATION IN SUCH INFORMATION COULD HAVE SIGNIFICANT IMPACT TO

THE USERS PURPOSE, THE INFORMATION SHOULD BE VERIFIED BY AN ALTERNATE METHOD

APPROPRIATE TO THE CONDITION LIMITING THE SURVEYOR.

12. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSON OR

PERSONS NAMED HEREON, AND IS NOT SUITABLE NOR INTENDED FOR ANY REUSE WITHOUT THE

EXPRESS WRITTEN VERIFICATION OR ADAPTATION BY THIS SURVEYOR FOR THE SPECIFIC PURPOSE

INTENDED. THIS SURVEY IS NOT VALID UNLESS SIGNED, DATED, AND STAMPED WITH THIS

SURVEYOR'S EMBOSSED SEAL.

13. THE PREMISES SHOWN HEREON MAY BE SUBJECT TO ANY EXISTING EASEMENTS, RIGHTS-OF-WAY, RESTRICTIONS, AND SETBACK LINES WHETHER OR NOT THEY MAY BE SHOWN HEREON OR

WHETHER OR NOT RECORDED IN THE PUBLIC RECORDS.

14. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF A PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND

BELIEF, AND THAT IT THUS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY.

15. WETLAND AND SURFACE WATER LIMITS WERE REVIEWED AND APPROVED BY ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT ON JULY 29, 2019.

= PARCEL LINE

BM

= BENCHMARK (AS NOTED)

= FIRE HYDRANT

= UTILITY POLE

= SIGN

= WATER VALVE

WV

= LIGHT POLE

VC VERTICAL CURB

FINISHED FLOOR ELEVATIONFFE

CPP CORRUGATED PLASTIC PIPE

= RISER

= CATCH BASIN

= WATER METER

= SIGNAL LIGHT POLE/MASTARM

= IRRIGATION CONTROL WATER VALVE

= NAIL & DISK (AS NOTED)

= IRON ROD (AS NOTED)

= X CUT OR DRILL HOLE

LEGAL DESCRIPTION: PARCEL A5 (REVISED 11-25-19)

A PART OF SECTION 29, TOWNSHIP 27 SOUTH, RANGE 37 EAST, BREVARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS.

COMMENCING FOR REFERENCE AT THE NORTHWEST CORNER OF SAID SECTION 29; THENCE, BEARING SOUTH 00°27'40" EAST ALONG THE WEST LINE OF SAID SECTION 29, A DISTANCE OF 1504.15 FEET TO A POINT; THENCE, LEAVING SAID WEST LINE BEARING NORTH 89°32'20" EAST, A DISTANCE OF 79.00 FEET TO THE POINT OF BEGINNING OF THE

HEREIN DESCRIBED PARCEL;

THENCE, BEARING NORTH 00°27'40" WEST, A DISTANCE OF 907.64 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 184.00 FEET, A CENTRAL ANGLE OF 61°00'12", A CHORD LENGTH OF 186.78 FEET, A CHORD BEARING OF NORTH 59°37'57" EAST; THENCE, NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 195.91 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 256.00 FEET, A CENTRAL ANGLE OF 65°22'05", A CHORD LENGTH OF 276.48 FEET, A CHORD BEARING OF NORTH 57°27'01" EAST;

THENCE, NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 292.07 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 184.00 FEET, A CENTRAL ANGLE OF 65°22'05", A CHORD LENGTH OF 198.72 FEET, A CHORD BEARING OF NORTH 57°27'01" EAST; THENCE, NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 209.92 FEET TO A POINT; THENCE, BEARING SOUTH 89°51'57" EAST, A DISTANCE OF 497.47 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A NON-TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 2,216.00 FEET, A CENTRAL ANGLE OF 09°41'15", A CHORD LENGTH OF 374.24 FEET, A CHORD BEARING OF SOUTH 85°09'26" EAST; THENCE, EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 374.68 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 1,883.38 FEET, A CENTRAL ANGLE OF 20°17'34", A CHORD LENGTH OF 663.57

FEET, A CHORD BEARING OF NORTH 89°32'25" EAST;

THENCE, EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 667.05 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 2,551.36 FEET, A CENTRAL ANGLE OF 16°05'04", A CHORD LENGTH OF 713.89 FEET, A CHORD BEARING OF SOUTH 13°04'13" EAST; THENCE, SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 716.24 FEET TO A POINT; THENCE, BEARING SOUTH 06°03'26" WEST, A DISTANCE OF 60.92 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 836.00 FEET, A CENTRAL ANGLE OF 14°40'43", A CHORD LENGTH OF 213.59 FEET, A CHORD BEARING OF SOUTH 01°16'56" EAST; THENCE, SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 214.17 FEET TO A POINT; THENCE, BEARING SOUTH 08°37'17" EAST, A DISTANCE OF 164.80 FEET TO A POINT; THENCE, BEARING SOUTH 03°17'00" EAST, A DISTANCE OF 133.36 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 90°00'31", A CHORD LENGTH OF 35.36 FEET, A CHORD BEARING OF SOUTH 41°43'16" WEST; THENCE, SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.27 FEET TO A POINT; THENCE, BEARING SOUTH 86°43'31" WEST, A DISTANCE OF 563.04 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 360.00 FEET, A CENTRAL ANGLE OF 30°01'31", A CHORD LENGTH OF 186.50 FEET, A CHORD BEARING OF NORTH 78°15'43" WEST; THENCE, WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 188.66 FEET TO A POINT;

THENCE, BEARING NORTH 63°14'57" WEST, A DISTANCE OF 164.54 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 440.00 FEET, A CENTRAL ANGLE OF 30°01'31", A CHORD LENGTH OF 227.95 FEET, A CHORD BEARING OF NORTH 78°15'43" WEST;

THENCE, WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 230.58 FEET TO A POINT; THENCE, BEARING SOUTH 86°43'31" WEST, A DISTANCE OF 1,127.01 FEET TO A POINT; THENCE, BEARING SOUTH 89°32'20" WEST, A DISTANCE OF 16.93 FEET TO THE POINT OF BEGINNING.

THE ABOVE DESCRIBED PREMISES CONTAIN AN AREA OF 2,642,123 SQUARE FEET OR 60.65 ACRES, MORE OR LESS. SUBJECT TO ALL EASEMENTS, CONDITIONS AND

RESTRICTIONS AS CONTAINED WITHIN THE CHAIN OF TITLE.

LEGAL DESCRIPTION: PARCEL E1 AND E2 COMBINED PER THE CAD FILE FROM BRIAN PENDLETON AS REVISED BY KH ON 6-21-19

A PART OF SECTION 29, TOWNSHIP 27 SOUTH, RANGE 37 EAST, BREVARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS.

COMMENCING FOR REFERENCE AT THE NORTHWEST CORNER OF SAID SECTION 29; THENCE, BEARING SOUTH 89°51'57" EAST ALONG THE NORTH LINE OF SAID SECTION 29, A DISTANCE OF 2545.78 FEET TO A POINT; THENCE, LEAVING SAID NORTH LINE BEARING SOUTH 00°08'03" WEST, A DISTANCE OF 248.16 FEET TO THE POINT OF BEGINNING OF

THE HEREIN DESCRIBED PARCEL;

THENCE, BEARING SOUTH 87°19'51" EAST, A DISTANCE OF 870.89 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 3,036.00 FEET, A CENTRAL ANGLE OF 10°41'15", A CHORD LENGTH OF 565.49 FEET, A CHORD BEARING OF NORTH 87°19'32" EAST;

THENCE, EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 566.31 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A COMPOUND CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 236.00 FEET, A CENTRAL ANGLE OF 51°27'32", A CHORD LENGTH OF 204.91 FEET, A CHORD BEARING OF NORTH 56°15'08" EAST;

THENCE, NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 211.96 FEET TO A POINT; THENCE, BEARING NORTH 89°08'57" EAST, A DISTANCE OF 291.33 FEET TO A POINT; THENCE, BEARING SOUTH 03°10'12" EAST, A DISTANCE OF 1,291.79 FEET TO A POINT; THENCE, BEARING SOUTH 86°43'31" WEST, A DISTANCE OF 375.86 FEET TO A POINT; THENCE, BEARING NORTH 03°10'12" WEST, A DISTANCE OF 775.45 FEET TO A POINT; THENCE, BEARING SOUTH 86°43'31" WEST, A DISTANCE OF 1,668.50 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 836.00 FEET, A CENTRAL ANGLE OF 13°32'21", A CHORD LENGTH OF 197.09 FEET, A CHORD BEARING OF NORTH 06°10'22" WEST; THENCE, NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 197.55 FEET TO A POINT;

THENCE, BEARING NORTH 12°56'33" WEST, A DISTANCE OF 135.28 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 164.00 FEET, A CENTRAL ANGLE OF 105°36'42", A CHORD LENGTH OF 261.28 FEET, A CHORD BEARING OF NORTH 39°51'48" EAST; THENCE, NORTHEASTERLY ALONG

THE ARC OF SAID CURVE, A DISTANCE OF 302.30 FEET TO THE POINT OF BEGINNING.

THE ABOVE DESCRIBED PREMISES CONTAIN AN AREA OF 1,253,374 SQUARE FEET OR 28.77 ACRES, MORE OR LESS. SUBJECT TO ALL EASEMENTS, CONDITIONS AND

RESTRICTIONS AS CONTAINED WITHIN THE CHAIN OF TITLE.

= CONCRETE MONUMENT

FLORIDA DEPARTMENT OF

TRANSPORTATION

FLORIDA POWER &

LIGHT COMPANY

PERMANENT REFERENCE

MONUMENT as NOTED

PROFESSIONAL SURVEYOR

AND MAPPER

REGISTERED LAND SURVEYOR

PR

O

JE

C

T

PE

R

EG

R

IN

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II

= FENCE

1.-4. NO SURVEY COMMENT

5. RESTRICTION, RESERVATIONS AND CONDITIONS SET FORTH IN QUIT

CLAIM DEED FILED IN DEED BOOK 309, PAGE 195 AS AFFECTED BY DEED

OF RELEASE FILED IN OFFICIAL RECORDS BOOK 2428, PAGE 1936, AND IN

DEED BOOK 316, PAGE 455. (BLANKET RELEASE OF INDUSTRIAL

RESTRICTION)

6. EASEMENT BY AND BETWEEN CITY OF MELBOURNE AIRPORT

AUTHORITY, GRANTOR, AND FLORIDA POWER AND LIGHT COMPANY,

GRANTEE, RECORDED AUGUST 2, 2010, IN OFFICIAL RECORDS BOOK

6214, PAGE 1673. (AFFECTS AND IS SHOWN)

7. EASEMENT BY AND BETWEEN CITY OF MELBOURNE AIRPORT

AUTHORITY, GRANTOR, AND FLORIDA POWER AND LIGHT COMPANY,

GRANTEE, RECORDED AUGUST 4, 2010, IN OFFICIAL RECORDS BOOK

6216, PAGE 2475. (AFFECTS AND IS SHOWN)

WETLAND FLAGWF

NF NO FLAG

= UNDERGROUND BELL SOUTH

= UNDERGROUND CABLE TELEVISION

= UNDERGROUND FIBER OPTIC

= UNDERGROUND SANITARY SEWER

= UNDERGROUND UNKNOWN

= UNDERGROUND WATER

= UNDERGROUND FPL

= UNDERGROUND RECLAIM WATER

= UNDERGROUND STREET LIGHT

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B W

M (B)

B W

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B

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B S

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BT(B)

B S

S (B)

B S

S (B)

B S

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B S

S ( B)

B S

S (B)

B S

S (B)

B T(

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B T(B)

B T(B)

B T(B )

B T(B)

B T(B)

B T(B )

B T( B)

B T(B )

B W

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B T(

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BF

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B T(

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B T(

B)

BFO(B

BWM(B) BWM(B)

BWM(B)

B C

A T V

(B

BC

AT

V( B)

BED(B) BED(B)

BED(B)

BED(B) BED(B)

BED(B)

BFO(B) BFO(B)

BFO(B)

BFO(B) BFO(B)

BCATV(B)

BCATV(B)

BFO(B)

BFO(B) BFO(B) BFO(B) BFO(B) BFO(B)

BPWR(B) BPWR(B) BPWR(B)

BPWR(B) BPWR(B) BPWR(B)

BPWR(B) BPWR(B)

BPWR(B)

BPWR(B)

BPWR(B)

BPWR(B) BPWR(B)

BT(B) BT(B)

BT(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B) BFO(B) BFO(B)

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BFO(B)

BFO(B) BFO(B) BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B) BFO(B)

BT(B) BT(B)

BT(B)

BT(B)

BCATV(B)

BCATV(B) BCATV(B)

BPWR(B)

BPWR(B)

BPWR(B)

BPWR(B)

BRWL(B)

BWM(B)

BWM(B)

W

~EM

EHH

EHH EHH

EHH

EHH

RCW

B T(

B)

O W

N E

R

C

IT

Y O

F M

E L

B O

U R

N E

A

IR

P O

R T

A U

T H

O R

IT

Y

O W

N E

R

C

IT

Y O

F M

E L

B O

U R

N E

A

IR

P O

R T

A U

T H

O R

IT

Y

PARCEL A5

± 60.65 ACRES

± 2,642,123 SQUARE FEET

PR

O

JE

C

T

PE

R

EG

R

IN

E

II

M

AT

C H

LI

N

E

SE

E

SH

EE

T

AL

TA

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SP

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LA

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BURIED UTILITY LOCATIONS, AS SHOWN HEREON WERE DESIGNATED AND FIELD LOCATED BY

KEITH ASSOCIATES AND PROVIDED TO KIMLEY-HORN AND ASSOCIATES, INC. AS A CADD FILE.

(SEE 11190.00 SUE SURVEY.DWG, AVAILABLE UPON REQUEST)

nchurch peregrine

BM

BM

Δ

Δ

L=65 4.29 6, R =18 47.377

L=380.7 28, R =2 25 2.000N89° 51' 57.01"W 497.428

L=250.995, R=220.000

L=250.995, R=220.000

L= 3 47

.861, R =220.000

S0 0°

' 4

0.0 0"

E

0.8

S0 1°

' 5

6.0 9"

E

.85

R=600.00'

DELTA=019°04'05"

CHD=198.76'

CHB=N 06° 15' 34" E

L=199.68'

R=1200.00'

DELTA=015°58'15"

CHD=333.41'

CHB=N 07° 48' 29" E

L=334.49'

R=530.00'

DELTA=046°44'41"

CHD=420.51'

CHB=N 23° 11' 41" E

L=432.40'

N46°34'01.72"E L=29.37'

R=630.00'

DELTA=030°31'41"

CHD=331.72'

CHB=N 61° 49' 52" E

L=335.67'

R=2216.00'

DELTA=022°35'29"

CHD=868.11'

CHB=N 88° 23' 27" E

L=873.76'

R=1883.38'

DELTA=020°17'34"

CHD=663.57'

CHB=N 89° 32' 25" E

L=667.05'

R=2551.36'

DELTA=016°05'04"

CHD=713.89'

CHB=S 13° 04' 13" E

L=716.24'

S06°03'25.75"W L=60.92'

R=836.00'

DELTA=014°40'43"

CHD=213.59'

CHB=S 01° 16' 56" E

L=214.17'

S08°37'17.15"E L=164.80'

S03°17'00"E L=133.36'

R=25.00'

DELTA=090°00'31"

CHD=35.36'

CHB=S 41° 43' 16" W

L=39.27'

S86°43'31.14"W L=563.04'

R=360.00'

DELTA=030°01'31"

CHD=186.50'

CHB=N 78° 15' 43" W

L=188.66'

N63°14'57.42"W L=164.54'

R=440.00'

DELTA=030°01'31"

CHD=227.95'

CHB=N 78° 15' 43" W

L=230.58'S86°43'31.14"W

L=1127.01'N03°16'28.86"W L=109.41'

N89°51'57.01"W L=497.47'R=184.00'

DELTA=065°22'05"

CHD=198.72'

CHB=S 57° 27' 01" W

L=209.92'

R=256.00'

DELTA=065°22'05"

CHD=276.48'

CHB=S 57° 27' 01" W

L=292.07'

R=184.00'

DELTA=061°00'12"

CHD=186.78'

CHB=S 59° 37' 57" W

L=195.91'

S00°27'40"E L=907.64'

N89°32'20"E L=16.93'

PARCEL A5

± 60.66 ACRES

± 2,642,217 SQUARE FEET

80 1600

CHECKED BY:DRAWN BY:

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SHEET NUMBER

1 2

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B

C

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3 4 5

1 2 3 4 5

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DATE DESCRIPTIONNo

We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent.

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XREFS: 5300807 AerionBorder.dwg 5300807201CM-23.dwg A-110 - ASSEMBLY BUILDING - OVERALL 1ST FLOOR PLAN.dwg A-110 - SIL Building.dwg A-110 - W

ING ASSEMBLY - OVERALL 1ST FLOOR PLAN.dwg 5300807201CM-00.dwg

PEREGRINE II - ALTA-TOPO SURVEY.DW

G gps 4 wetland and ditches.dwg 5300807201CM-93.dwg

REVISED PARCEL

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DRY RETENTION

DRY RETENTION

BEGIN FENCE

END FENCE

CONSTRUCTION EASEMENT

AIRPORT PROPERTY LINE

AIRPORT PROPERTY LINE

AIRPORT PROPERTY LINE

28'

4' SIDEWALK

FDOT TYPE F CURB & GUTTER

DRY RETENTION

EXISTING POWER POLE

(BASED ON AERIAL IMAGE)

EXISTING POWER POLE

(BASED ON AERIAL IMAGE)

EXISTING POWER POLE

(BASED ON AERIAL IMAGE)

EXISTING POWER POLE

(BASED ON AERIAL IMAGE)

36'

EXISTING 10 FOOT

SOUTHERN BELL EASEMENT

TYPICAL CURVE BASIS OF DESIGN:

DESIGN SPEED = 25 MPH

MINIMUM RADIUS = 200'

NORMAL CROWN

REFERENCE FDOT GREEN BOOK