10-16-01 (11)EXISTING SITE INFORMATION:
1. LATITUDE = 25'43'50.51" NORTH
LONGITUDE - 080'17'20,57" WEST
NORTH AMERICAN DATUM OF 1983 (NAD 83 /WGS 84)
2. PROPOSED TOWER GROUND ELEVATION OF 5.7 FEET
NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29)
MALALUCA
FOUND j" IRON PIN AND CAP NO ID
POC LEASE, ACCESS
AND UTILITY EASEMENTS
BANYON LOCATION OF TELEPHONE 24" DIA
�� 60 DIA 24" DIA
14 DIA N89 39 4fi E AND ELECTRICAL POWER 60' HIGH
70' HIGH 60' HIGH w3a-4�E
17'5.40' 145.40 / r
r L�.,. _..� ,._..� N 68 '43'3 "' f 5-
TN YON (2) 118.57' «... }� i�
18 "/9" DIA FUTURE ACCESS AND M
'`6�` 43' 2"W 50' HIGH UTILITY EASEMENT y�+
N8.6_43 3z W
104-40' - g�' 49,
o MALALUCA (2 1 �~
PICNIC AREA / (\ y -: 40 /27 DIA t A16
\mar .4' 80' HIGH
�`9'[�. .
PARKING AREA s4gg ►�
To rT�6ti` o c�. �. BA ON _
BAN)YO 36 _ I
60" DIA
Q)
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Q a
L
4� 0
a n
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(L) 0
VOLLEYBALL COURT
(SAND)
54' HI 11 54 HIGH MALALU (3)
~14 XISTING RACQU ALL 5 "/10 "/36" DIA
. 1�`� URT�40XArk 50' HIGH I
35.00 BElR
' �
13.84' 0.72'
FUTURE 8 �/ �9-� \\ \ �� . UNKNOWN (2)
gLEASE N AN 5"/10" DIA
• AREA d ---7 -� �\\\ \� 14" DIA 50' HIGH
X50' H yH 1 !
z
E ~ J N89'S9139 "E ° SOn'0D' 4
BANYON
42" DIA
60' HIGH
TBM TOP OF 40d NAIL
ELEVATION = 14,09
1 �
'ft -_ '
e �, a.,o� Iq
o � ` \ ` LAT+TUDE = 25'43'5 1" NO TH
l 27.8' 'LONGITUDE = 0)80'17.57" ZEST 4.
n
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/ ° \ y BL CK STRUCTURE I
CD
0 _ N 24.9' PLAYGROUND /
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cm: t 52.6'
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0 1 STORY CONCRETE I
\ ` BLOCK STRUCTURE
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\ BASKETBALL COURT /
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ARCAD15 GERA.
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2849 Paces Ferry Road, Suite 400
Atlanta, Georgia 30339
Tel: 770/431 -8666 Fax: 770/435 -2666
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I- D- IN �Q AD
±200' TO SW 44Tk1' TERRACE C
MAP OF SPECIAL PURPOSE SURVEY mw'"&T
YMCA MI 161
�.
4300 SW 58 AVENUE �•-
MIAMI, FLORIDA 33155
AT &T WIRELESS SERVICES, INC.
ARCADIS PROJECT NO. : GADTATWS.M 161 3405 FOREST HILL BLVD,
WEST PALM BEACH, FLORIDA 33406
OF SPECIAL PURPOSE SFJRV
1. . •,L3STRACTED FOR EASEMENTS, RIGHT OF WAYS OR OWNERSHIPS.
2. UNLESS OTHERWISE NOTED HEREON, RECORD VALUES AND FIELD MEASURED VALUES ARE IN `,SUBSTANTIAL
AGREEMENT.
3. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929.
4. THE LATITUDE AND LONGITUDE SHOWN HEREON ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD 83),
5. THE PURPOSE OF THIS SURVEY IS TO LOCATE THE EXISTING IMPROVEMENTS FOR FUTURE DESIGN OF A
TELECOMMUNICATION SITE.
6. THE HORIZONTAL FEATURES SHOWN HEREON ARE PLOTTED TO WITHIN 1/20 OF THE MAP SCALE.
7. HORIZONTAL AND VERTICAL DATA SHOWN HEREON WAS OBTAINED UTILIZING A "LEICA TCA110:3" TOTAL STATION AND
"TDS" DATA COLLECTION SYSTEM,
8. ELEVATIONS OF WELL- IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN
ESTIMATED VERTICAL ACCURACY OF 1.0'.
9. HORIZONTAL FEATURE LOCATION IS TO THE CENTER OF THE SYMBOL AND MAY BE ENLARGED FOR CLARITY.
10. UNDERGROUND FOUNDATIONS AND /OR UTILITIES HAVE NOT BEEN LOCATED.
it. THIS IS NOT A BOUNDARY SURVEY.
12. FIELD SURVEY DATE 3 -2 -01.
13, TAX ID FOLIO NUMBER; 09- 4024 -000 -0620 (000, 001, 002, 003)
14. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM FLORIDA EAST ZONE 1974 ADJUSTMENT; WHERE
THE CENTERLINE OF SW 58TH AVENUE BEARS SOUTH 00'00'48" WEST.
15, REFERENCE SURVEY PROVIDED BY CLIENT: "BOUNDARY SURVEY" E.R. BROWNELL & ASSOC., INC. DATE 1-17 -00,
PE R WARRANTY DEED BOOK 4384, PAGE 283 DADE COUNTY, FLORIDA
(FROVIDED BY CLIENT)
TF E SOUTH I OF THE SOUTHWEST 1 OF THE NORTHEAST 4 OF THE NORTHEAST j OF
SF CTION 24, TOWNSHIP 54 SOUTH, RANGE 40 EAST, CONTAINING 5 ACRES MORE OR
LESS, LYING AND BEING IN DADE COUNTY, FLORIDA, LESS THE EAST 25 FEET THEREOF
CONVEYED TO DADE COUNTY, FLORIDA, FOR HIGHWAY PURPOSES. SUBJECT TO APPLICABLE
ZONING ORDINANCES AND REGULATIONS.
SCRIETIQ QF AT&I LEASE PARCEL
COMMENCING AT THE NORTHEAST CORNER OF SAID PARENT TRACT, THENCE, BEARING
SOUTH 89'39'46" WEST, A DISTANCE OF 145.40 FEET TO A POINT; THENCE, BEARING
SOUTH 00'20'14" EAST, A DISTANCE OF 65.59 FEET TO A POINT, THE POINT OF
BE GINNING.
ENCE, BEARING SOUTH 00'00'00" WEST, A DISTANCE OF 35,00 FEET TO A POINT;
ENCE, BEARING SOUTH 90'00'00" EAST, A DISTANCE OF 5.00 FEET TO A POINT;
ENCE, BEARING SOUTH 00'00'00" WEST, A DISTANCE OF 5.00 FEET TO A POINT;
ENCE, BEARING SOUTH 89'59'39" WEST, A DISTANCE OF 40.00 FEET TO A POINT;
R ENCE, BEARING NORTH 00'00'00" EAST, A DISTANCE OF 40.00 FEET TO A POINT;
ENCE, BEARING SOUTH 90'00'00" EAST, A DISTANCE OF 35.00 FEET TO A POINT;
RE POINT OF BEGINNING.
IS PARCEL CONTAINS 1,425 sq. ft. 0.03 acres, MORE OR LESS,
DI-SCRIPTION QF AT&T ACQESS AND UTILITY EASEMENT:
COMMENCING AT THE NORTHEAST CORNER OF SAID PARENT TRACT, THENCE, BEARING
S UTH 00'00'48" WEST, A DISTANCE OF 37.33 FEET TO A POINT: THE POINT OF
BE GINNING.
• ENCE, BEARING SOUTH 00'00'48" WEST, A DISTANCE OF 16.06 FEET TO A POINT;
• ENCE, BEARING NORTH 69'06'00" WEST, A DISTANCE OF 64.89 FEET TO A POINT;
TF ENCE, BEARING NORTH 86'43'32" WEST, A DISTANCE OF 104.4 FEET TO A POINT;
R ENCE, BEARING SOUTH 24'23'34" EAST, A DISTANCE OF 46.3 FEET TO A POINT;
ENCE, BEARING NORTH 90'00'00" WEST, A DISTANCE OF 27.44 FEET TO A POINT;
ENCE, BEARING NORTH 24'23'34" WEST, A DISTANCE OF 42.04 FEET TO A POINT;
SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHERLY, AND HAVING A
RADIUS OF 10 FEET, RADIUS BEARS AT SAID POINT SOUTH 6536'26" WEST, THENCE A
DI 3TANCE OF 10.87 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
- 62'19'58" TO A POINT, RADIUS BEARS AT SAID POINT NORTH 03'16'28" EAST;
T1 ENCE, BEARING NORTH 86'43'32" WEST, A DISTANCE OF 11,16 FEET TO A POINT;
R ENCE, BEARING NORTH 00'00'00" WEST, A DISTANCE OF 15.02 FEET TO A POINT;
ENCE, BEARING SOUTH 86'43'32" EAST, A DISTANCE OF 22.43 FEET TO A POINT:
ENCE, BEARING NORTH 03'16'28" EAST, A DISTANCE OF 6,85 FEET TO A POINT;
R ENCE, BEARING NORTH 89'39'46" EAST, A DISTANCE OF 12.02 FEET TO A POINT;
ENCE, BEARING SOUTH 0316'28" WEST, A DISTANCE OF 7.61 FEET TO A POINT;
TF ENCE, BEARING SOUTH 86'43'32" EAST, A DISTANCE OF 118.57 FEET TO A POINT;
TIr ENCE, BEARING SOUTH 69'06'00" EAST, A DISTANCE OF 61.49 FEET TO A POINT;
E POINT OF BEGINNING.
T1 IS PARCEL CONTAINS 4,491 sq. ft. 0.10 acres, MORE OR LESS.
0 5-- -17 -01 ADDED TREE INFORMATIOIN DPG AL GM
A 4 -3 -01 ORIGINAL ISSUE DPG AL GM
N0. DATE REVISIONS BY CHK PP'
SCALE: AS SHOWN DESIGNED: DRAWN: DPG
410 =0
l
6118
CERTIFICATE
I, DAVID P GRAVES, DO HEREBY STATE THAT
THIS MAP OF SPECIAL PURPOSE SURVEY WAS
DONE UNDER MY DIRECT SUPERVISION AND
THE ABOVE GROUND SURVEY IS ACCURATE
AND CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF. I FURTHER STATE
THAT THIS MAP OF SURVEY WAS COMPLETED
IN ACCORDANCE WITH THE MINIMUM
TECHNICAL STANDARDS FOR SURVEYING AND
MAPPING UNDER RULE 61G17 -6 F.A.C.
(REVISED 6/99).
DAVID P GRAVES PROFESSIONAL SURVEYOR
AND MAPPER NUMBER }5392, STATE OF
FLORIDA, ARCADIS GERAGHTY & MILLER, INC.
3903 NORTHDALE BOULEVARD, SUITE 120
TAMPA, FL 33624
TEL: 813/961 -1921 FAX: 813/961 -2599
NOT VALID WITHOUT THE SIGNATURE AND THE I
ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER, DAVID P
GRAVES PSM #5392
ARCADIS GERAGHTY & MILLER, INC. #LB7062
P.O.C.
POINT OF COMMENCEMENT
P.0,8.
POINT OF BEGINNING
P.O.T.
POINT OF TERMINATION
P.B.
PLAT BOOK
PG,
PAGE
CENTERLINE
R/W
RIGHT -OF -WAY
ELEV.
ELEVATION
A
INCLUDED ANGLE OF CURVE
R
RADIUS OF CURVE
111
TELEPHONE RISER
L
LENGTH OF CURVE
CR1
SECTION CORNER
z
SECTION 1/4 CORNER
AC
AIR CONDITIONER
C.O.
CLEAN OUT
D.E.
DRAINAGE EASEMENT
O.R.B.
DRAIN
0
SET 5/8" REBAR "ARCADIS LB 7062"
8.21
FOR LEASE CORNER
EXISTING
TREES, 6" OR LARGER
Q
PALM TREE
a �
POWER POLE
D
OAK TREE
PINE TREE
SHRUB
r�
SHRUB
FLOOD ZONE INFORMATION
GOMMUNIFY NU. PANEL NO. SUFFIX DATE OF FIRM FIRM ZONE BASE FLOOD ELEVATION I LOWEST FLOOR ELEV.
12025 190 J 3/2/94 X N/A N/A
ARCADIS GERAGHTY & MILLER
Atlanta, Georgia
MAP OF' SPECIAL PURPOSE SLJWEY
JOB NO. PROJECT NUMBER DRAWING NUMBER REV
24445 1 4SF- -Ml161 6301 7 0
FIRE HYDRANT
WATER VALVE
SER
WATER SERVICE
®
WATER METER
IRR
IRRIGATION VALVE
CONCRETE POLE
®
ELECTRIC METER
-W`"
UNDERGROUND WATER LINE
OH
OVERHEAD WIRE=
LIGHT POLE W /LIGHT
rcb
WOOD POWER POLE
•-0
GUY WIRE
(E)
ELECTRICAL MANHOLE
x!E
CATCH BASIN
0
SANITARY MANHOLE
m
METAL ROOF COVER
BSL
BUILDING SETBACK LINE
O.R.B.
OFFICIAL RECORDS BOOK
DIA,
DIAMETER
8.21
1
X
GROUND ELEVATION
Q
TRAVERSE POINT
POWER POLE
WATER METER
FLOOD ZONE INFORMATION
GOMMUNIFY NU. PANEL NO. SUFFIX DATE OF FIRM FIRM ZONE BASE FLOOD ELEVATION I LOWEST FLOOR ELEV.
12025 190 J 3/2/94 X N/A N/A
ARCADIS GERAGHTY & MILLER
Atlanta, Georgia
MAP OF' SPECIAL PURPOSE SLJWEY
JOB NO. PROJECT NUMBER DRAWING NUMBER REV
24445 1 4SF- -Ml161 6301 7 0