Attachment 2 - Boundary Survey 169 acres (file S-3-08-2821).pdf

ATTACHMENT “2”

LEASE AND DEVELOPMENT OF VACANT NON-AERONAUTICAL LAND

NORTH PALM BEACH COUNTY GENERAL AVIATION AIRPORT

(RFP #NC 19-8)

BOUNDARY SURVEY OF SDA

PROPERTY DESCRIPTION

NORTH COUNTY AIRPORT SUBSIDIARY DEVELOPMENT AREA

A PARCEL OF LANO LYING IN A PORTION OF SECTION 34 AND 35, TOWNSHIP 41

SOUTH, RANGE 41 EAST, AND A PORTION OF SECTION 2 AND 3, TOWNSHIP 42

SOUTH, RANGE 41 EAST, PALM BEACH COUNTY, FLORIDA

COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 34, ALSO BEING THE

NORTHWEST CORNER OF THE NORTH PALM BEACH COUNTY GENERAL AVIATION

AIRPORT AS RECORDED IN OFFICIAL RECORD BOOK 5112, PAGE 883 AND

OFFICIAL RECORD BOOK 5898, PAGE 646 OF THE PUBLIC RECORD OF SAID

COUNTY AND AS SHOWN ON THE BOUNDARY SURVEY OF THE NORTH PALM BEACH

COUNTY GENERAL AVIATION AIRPORT - PREPARED BY WILLIAMS, HATFIELD &

STONER, INC., PROJECT NO. 165601 DATED 05/13/86 CTHE NEXT TWO COURSES

FOLLOW THE BOUNDARY OF SAID AIRPORT); THENCE NORTH 87"03'59" EAST

ALONG THE NORTH LINE OF SAID SECTION 34 AND SAID BOUNDARY LINE, A

DISTANCE OF 338.19 FEET TO THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF THE

C.S.X. RAILROAD CSEABOARD AIRLINE RAILROAD IN SAID DEEDS>; THENCE

SOUTH 53"39'43" EAST ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY LINE AND

SAID BOUNDARY LINE, A DISTANCE OF 3.090.32 FEET TO THE INTERSECTION

WITH THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF AVIATION BOULEVARD AS

SHOWN ON THE NORTH COUNTY GENERAL AVIATION AIRPORT ACCESS ROAD PLAN

AND PROFILE SHEETS - CONSTRUCTION PACKAGE "A" - PREPARED BY WILLIAMS,

HATFIELD & STONER, INC., PROJECT NO. 2750.21 - DATED 03/25/92. ON FILE

IN THE OFFICE OF THE DEPARTMENT OF AIRPORTS OF SAID COUNTY AND THE

POINT OF BEGINNING; THENCE CONTINUE SOUTH 53"39'44" EAST ALONG SAID

SOUTHWESTERLY RIGHT-OF-WAY LINE AND SAID BOUNDARY LINE, A DISTANCE

OF 5.384.63 FEET TO THE EASTERLY EXTENSION OF THE NORTH RIGHT-OF-WAY

LINE OF SAID AVIATION BOULEVARD CTHE NEXT NINE COURSES FOLLOW SAID

EXTENSION AND THE NORTH AND EAST RIGHT-OF-WAY LINE OF SAID AVIATION

BOULEVARD); THENCE SOUTH 89"45'38" WEST, A DISTANCE OF 2.146.34 FEET

TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTH, HAVING A

RADIUS OF 1.170.00 FEET; THENCE WESTERLY ALONG THE ARC OF SAID CURVE

THROUGH A CENTRAL ANGLE OF 14"10'29", AN ARC DISTANCE OF 289.45 FEET

TO THE POINT OF TANGENCY; THENCE NORTH 76"03'53" WEST ALONG A TANGENT

LINE, A DISTANCE OF 848.46 FEET TO THE POINT OF CURVATURE OF A CURVE

CONCAVE TO THE SOUTH, HAVING A RADIUS OF 1.230.00 FEET; THENCE

WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF

14"56'23", AN ARC DISTANCE OF 320.72 FEET TO THE POINT OF TANGENCY;

THENCE SOUTH 88"59'44" WEST ALONG A TANGENT LINE, A DISTANCE OF

456.24 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE

NORTHEAST, HAVING A RADIUS OF 670.00 FEET; THENCE NORTHERLY ALONG

THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 92"22'14", AN ARC

DISTANCE OF 1.080.15 FEET TO THE POINT OF TANGENCY; THENCE NORTH

01"21'58" EAST ALONG A TANGENT LINE, A DISTANCE OF 1.426.19 FEET TO

THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING

A RADIUS OF 1.170.00 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID

CURVE THROUGH A CENTRAL ANGLE OF 34"39'14", AN ARC DISTANCE OF

707.65 FEET TO THE POINT OF TANGENCY; THENCE NORTH 36"01'12" EAST

ALONG A TANGENT LINE, A DISTANCE OF 199.09 FEET TO SAID SOUTHWESTERLY

RIGHT-OF-WAY LINE OF THE C.S.X. RAILROAD AND SAID BOUNDARY LINE AND

THE POINT OF BEGINNING.

SURVEYOR'S REPORT

THE PROPERTY AS SURVEYED CONTAINS 169.871 ACRES OR 7,399,593 SQUARE

FEET MORE OR LESS.

BEARINGS ARE BASED ON A GRID CNAD 83. 1990) BEARING OF NORTH

87"03'59" EAST ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF

SECTION 34, TOWNSHIP 41 SOUTH, RANGE 41 EAST CAS SHOWN ON THIS

SURVEY) AND ALL OTHER BEARINGS ARE RELATIVE THERETO.

THIS INSTRUMENT PREPARED BY GLENN W. MARK, P.L.S. IN THE OFFICE OF

THE COUNTY ENGINEER @ VISTA CENTER 2300 NORTH JOG ROAD, WEST PALM

BEACH, FLORIDA 33411-2745.

NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THE SIGNING SURVEYOR.

IT IS POSSIBLE THAT THERE ARE DEEDS OF RECORD, UNRECORDED DEEDS,

EASEMENTS, OR OTHER INSTRUMENTS WHICH COULD AFFECT THE SUBJECT

PROPERTY, WHICH ARE UNKNOWN TO THE SIGNING SURVEYOR.

SURVEY IS NOT BASED ON ANY ABSTRACT OR TITLE POLICY. CLIENT REQUESTED

THE SURVEY TO BE DONE WITHOUT THAT INFORMATION BEING PROVIDED.

VERTICAL TOPOGRAPHY AND THE LOCATION, SIZE AND TREE SPECIES WERE NOT

REQUESTED TO BE SHOWN BY THE CLIENT.

EXISTING PERMANENT STRUCTURES HAVE BEEN LOCATED AND ARE SHOWN ON

THIS SURVEY PER THE CLIENT'S REQUEST. ALL APPARENT USAGES

CENCROACHMENTSl ALONG THE BOUNDARY LINES WERE ALSO LOCATED AT THE

CLIENT'S REQUEST.

NO WETLAND DETERMINATIONS WERE CONDUCTED BY THIS SURVEYOR.

THE LPA GROUP INCORPORATED CLPAl WAS CONTRACTED BY THE DEPARTMENT

OF AIRPORT TO FIELD LOCATE THE WETLANDS WITHIN THE SUBJECT BOUNDARY.

THIS OFFICE WAS THEN REQUESTED TO TIE IN THOSE AREAS PREVIOUSLY

IDENTIFIED BY LPA AND SHOW THEM ON A SEPERATE SURVEY CSEE S-3-08-2851 ).

REFER TO THE REPORT BY THE LPA GROUP INCORPORATED CLPAl FOR ANY SPECIFIC

INFORMATION RELATED TO THE WETLAND DETERMINATIONS OR DELINEATIONS SHOWN.

SEE THE RECORDED DOCUMENTS CITED ON THIS DRAWING FOR ADDITIONAL

INFORMATION.

FIELD WORK FOR THIS PROJECT IS LOCATED IN FIELD BOOK 1123 T, PAGE

20- DATED 02-25-08. INSTRUMENTS USED WERE THE TOPCON GTS-601 TOTAL

STATION. ZEISS N12 AND HUSKY DATA COLLECTOR CGRAYl.

THE PROJECTS FIELD TRAVERSE WAS BALANCED USING STAR NET PRO VERSION

6.0.19. A FIELD TRAVERSE WAS RUN IN ORDER TO ESTABLISH STATE PLANE

COORDINATES ON THE ENTIRE SITE. TWO EXISTING STATE PLANE COORDINATED

CONTROL POINTS C "NCA-1" & "NCA-2"> WERE RECOVERED FROM PALM BEACH

COUNTY'S DATABASE AND THOSE TWO POINTS WERE HELD FIXED IN THE

TRAVERSE ADJUSTMENT. SEE THE PROJECT FILE FOR ADDITIONAL OFFICE

CALCULATIONS IF NEEDED.

ALL OF THE SECTIONS WERE BROKEN DOWN IN ACCORDANCE WITH PALM BEACH

COUNTY SECTION CORNER POSITIONS. SEE CERTIFIED CORNER RECORDS 53004.

53005. 53006. 53007. 53008. 53012. 53013. 53014 & 53015.

THE FILE NAMES ARE 08013-08.ZAK, 2008013-08.PRJ, & 2008013-08.REF

AND 2008013-08 NCA TRIANGLE PARCEL NCA-3 NOTES.DOC.

FIELD WORK COMPLETED ON 03/20/08.

COUNTY OF PALM BEACH

§TATE OF

BOARD OF COUNTY

PROJECT NO.

BOUNDARY

FLORIDA

COMMISSIONERS

2008013-08

SURVEY

NORTH COUNTY OF

GENERAL

SUBSIDIARY

AVIATION AIRPORT

DEVELOPMENT AREA

JOHN KOONS

DISTRICT 2

KAREN T. MARCUS

DISTRICT 1

ROBERT J. KANJIAN

DISTRICT 3

LEGEND

R/W = RIGHT OF WAY

S.R. =STATE ROAD

TOB = TOP OF BANK

C = CALCULATED

D = DESCRIPTION

M = MEASURED

R = RAD !US

!:::. = CENTRAL ANGLE

L = ARC LENGTH

EP = EDGE OF PAVEMENT

MARY McCARTY

DISTRICT ~

BURT AARONSON

JESS R. SANTAMARIA

DISTRICT 6

DISTRICT 5

ADDIE L. GREENE

DISTRICT i

LEGAL ACCESS TO THE PARCELS IS PROVIDED VIA BEELINE

HIGHWAY S.R. 710 FROM AVIATION BLVD AN AIRPORT ACCESS

ROAD WITH NO EXISTING RECORD INFORMATION KNOWN TO THE

SIGNING SURVEYOR. SEE CONSTRUCTION PLANS FOR NORTH

COUNTY GENERAL AVIATION AIRPORT ACCESS ROAD PLAN AND

PROFILE SHEETS - CONSTRUCTION PACKAGE A - PREPARED BY

WILLIAMS, HATFIELD & STONER, INC .• PROJECT NO. 2750.21-

DATED 03/25/92, ON FILE IN THE OFFICE OF THE DEPARTMENT

OF AIRPORTS FOR ADDITIONAL INFORMATION.

UNDERGROUND FOUNDATIONS AND UTILITIES MAY BE PRESENT.

NO UNDERGROUND FOUNDATIONS OR UTILITIES WERE LOCATED

BY THIS SURVEY.

SECTION 34 AND 35, TOWNSHIP 41 SOUTH, RANGE 41 EAST,

"' r

NORTH COUNTY

AIRPORT

NATURAL AREA

AND A PORTION OF SECTION 2 AND 3, TOWNSHIP 42 SOUTH, RANGE 41 EAST

SANDHILL CRANE

NATURAL AREA

CJ

I

Canal I

C-18

PROJECT

SITE

Canal

LOXAHATCHEE SLOUGH

NATURAL AREA

SR 785

N.T.S.

z

0 ,._

I w c.. z a:

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I

VI -<(

a:

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BLVD

ALL ESTABLISHED CONTROL BASED ON THE MEASUREMENTS SHOWN, MEET OR

EXCEED THE RELATIVE DISTANCE ACCURACY REQUIREMENT OF 1 :10.000

CCOMMERCIAL/HIGH RISK> REQUIRED BY THIS SURVEY.

DATE OF AERIAL PHOTO BY OTHERS 01/29/2007 - 03/05/2007 .. THIS IS

AN ORTHO-IMAGE OR ORTHO-PHOTO. THE PHOTO WAS NOT CONTROLLED.

TARGETED OR FIELD VERIFIED BY THE SIGNING SURVEYOR AND IS FOR

INFORMATIONAL PURPOSES ONLY.

COORDINATES SHOWN ARE GRID

DATUM = NAD 83. 1990 ADJUSTMENT

ZONE =FLORIDA EAST

LINEAR UNITS= US SURVEY FOOT

COORDINATE SYSTEM 1983 STATE PLANE TRANSVERSE MERCATOR PROJECTION

ALL DISTANCES ARE GROUND.

PROJECT SCALE FACTOR= 1.000012542

GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE

ALL FEATURE SYMBOLS SHOWN ARE NOT TO SCALE.

CERTIFIED TO: PALM BEACH COUNTY DEPARTMENT OF AIRPORTS.

NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A

FLORIDA LICENSED SURVEYOR AND MAPPER.

I HEREBY CERTIFY THAT THE BOUNDARY SURVEY SHOWN HEREON WAS

MADE UNDER MY RESPONSIBLE DIRECTION AND SUPERVISION AND THAT SAID

SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE

FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER

61G17-6. FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 472.027.

FLORIDA STATUTES.

GLENN W. MARK PLS DATE

FLORIDA CERTIFICATE NO. 5304

~ co

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CD "'

w z 0 0 - z V"> - Cl > w w -er: .... -Cl

SCALE: 1 ,, = 200'

APPROVED: G. W. M.

DRAWN: E.A.O.

CHECKED: w.c.E.

DATE

DRAWN: 03/25/08

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SHEET: 1

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PROJECT NO.

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~ t"J I rn w :::; z Zo w - ..J "' - co .... "' ' z co "' 0 ' - "' VI ' w rn

SCALE: 1" =

SECTION

919683.4680 908239.2510 u w

TOB. .,

-CURB + R/W LINE~-

AVIATION BLVD GUARDRAIL

ER:'>;=:--::.::---:.::..::.:-- -=---=---=--- -/-- ---- ---- -----:::---=---~-- -:=::~000;:000:;=000::::00•

BOUNDARY LINE

OPENS UP

TD MARSH

--15"x22" REINFORCED

CONCRETE PIPE WITH

CONCRETE ENDCAPS

DETAIL "A"

SECTION LINE

CANAL/DITCH TOB

BOX CUL VERT

DETAIL "B"

SECTION 35, TOWNSH Ip' 41 c~· •

CONCRETE FLUME~~~~- HEADWALL

SCALE; 1" = 50'

SCALE: 1" = 50'

TOB

CANAL/DITCH

SOUTH QUARTER CORNER OF

SECTION 35, TOWNSHIP 41

SOUTH. RANGE 41 EAST

z w z

SCALE: 1 "= 200'

APPROVED:G.W.M. 1-

DRAWN: E.A.O.

CHECKED: W.C.E.

DATE

RAWN: 03/25/08

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SHEET: 2

OF: 2

PROJECT NO.

2008013-08

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