08-21-01 (8)EXISTING SITE INFURMA IIUN:
1. LATITUDE R 25'43'50.51" NORTH
LONGITUDE >m 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)
BANYON MALALUCA
14 " DIA 60 DIA ---
70' HIGH 60' HIGH
,- 33 17— .�...,
1 o
7�
PICNIC/ AREA
FOUND" IRON PIN AND CAP NO ID
POC LEASE, ACCESS
AND UTILITY EASEMENTS
LOCATION OF TELEPHONE BANYON DIA
N89'39'46 E AND ELECTRICAL POWER 60 HIGH
GH
N
12.0 ' 175.40'
--- N88'43'3 2 "W to .69
NYON (2) 118,57` ►�
18 "/9" DIA FUTURE ACCESS AND ` .66 �
z W 50' HIGH UTILITY�F4MENT 9 ry
1 -- �. �, N88 43 32 W �
'01p`
8 x`15.33 C111 g 104-40 ' �-'-- - ""' __, —�� �7. �• H'
15 9 ` o MALALUCA (2
`y ya �o 40"/27" DIA a.58-, tve9 .
v%.
.82
03 8g•
80' HIGH 6'0`w
1IN
PARKING AREA .� S
\
fa t' 8z
BANYO B� ON 83
Q " DIA 6 54' HIGH
\l54 H 79 1
fi6 MALALU (3)
T VOLLEYBALL COURT
v X,
o (SAND)
O
C) -0
Q)
x 5.6
7.8'
0
N
(J1
a
Cd
N
X5 .4 SWIMMING POOL
to 20
30
40
XISTING RACQU ALL 5 "/10 "/36" DIA
4 1413 C URT 40'x4 ) 50' HIGH
35,00 12 B R 0 D
8.84' 0.72 W t t
4 10 14.78
FUTURE S t UNKNOWN (2)
g $ LEASE 13 N 5 "/10" DIA
AREA R X6 82 10, HI H 50' HIGH
X 7,3
N89 *59'39 "E s LE W
5, a
99,
L DE = 25'43'5 1" NO TH
LONGITUDE: = 080'17' .57" ST
7.05 -
:68
9' Q I PLAYGROUND
X
X 7:
SET —BACK
LINE
TEN S COURT
1 STORY CONCRETE
BLOCK STRUCTURE
BASKETBALL COURT
C o ( IN F');ET )
I Inch - 20 ft,
q) '� X x X X X
o
OF = U
_p -i-1
U
OF -0 v
Q U
%
�I-
>.
v
� o ° rA
AR%wA IS GERAGHTY& MILLER
a
;. c
IL
i
2849 Paces Ferry Road, Suite 400
Atlanta, Georgia 30339
Tel: 770/431 -8666 Fox: 770/435 -2666
83
rn
47 -
2 TORY CONCRETE
'BL CK STRUCTURE
36.1'
MAP OF SPECIAL PURPOSE SURVEY
YMCA MI 161
4300 SW 58 AVENUE
MIAMI, FLORIDA 33155
ARCADIS PROJECT N0, : GABTATWS,M 161
Q
X 12.1
/ 1
�D I" IR PIN D OCAP'P'
±200' TO SW 44 TERRA E
X13
BANYON
42" DIA
60' HIGH
TOM TOP OF 40d NAIL
ELEVATION 14.09
r�
CO
AT &T WIRELESS SERVICES, INC.
3405 FOREST HILL BLVD.
WEST PALM BEACH, FLORIDA 33406
_. —....".....,, YWMIif7MM�N '!WI'/1MM'M'w�.'"'„" .........,.........u..... ..._ __.» �...,..... w.... ww+ vrwMiNN' I�. NI111�i11p111hjL 41�71a1 n7�•�r"wrr+.r,,..,�......`�.
RE1201 OF SPECIAL EQRES25E SURVEY
1. NOT ABSTRACTED FOR EASEMENTS, RIGHT OF WAYS OR OWNERSHIPS,
2. UNLESS OTHERWISE NOTED HEREON, RECORD VALUES AND FIELD MEASURED VALUES ARE IN SUBSTANTIAL
AGREEMENT.
J. 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 "LEIGH TCA1103" 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.
11. 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 & AS:SOC., INC. DATE 1- 17 -00,
MC-4
Q- CV
Q
m O
V)
GOLFERS HAVEN WESTER FIELD MANOR
PLAT BOOK 45 PAGE 21 PLAT BOOK 27 PAGE 9
N 89'39' 46 "E
1326.43'
11
S89 "40'21 "W
1326.57'
FIRST ADDITION TO R1V1ERA1 ESTATES
PLAT BOOK 47 PAGE 50
SCALE 1 150'
PARENT TRACT
PARENT TRAQT D KRIETIQN'
PER WARRANTY DEED BOOK 4384, PAGE 283 DADE COUNTY, FLORIDA
(PROVIDED BY CLIENT)
THE SOUTH j OF THE SOUTHWEST I OF THE NORTHEAST # OF THE NORTHEAST # OF
SECTION 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,
DESCRIPTION OF AT &T 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
BEGINNING.
THENCE, BEARING SOUTH 00"00'00" WEST, A DISTANCE OF 35.00 FEET TO A POINT;
THENCE, BEARING SOUTH 90'00'00" EAST, A DISTANCE OF 5.00 FEET TO A POINT;
THENCE, BEARING SOUTH 00'00'00" WEST, A DISTANCE OF 5,00 FEET TO A POINT;
THENCE, BEARING SOUTH 89'59'39" WEST, A DISTANCE OF 40.00 FEET TO A POINT;
THENCE, BEARING NORTH 00'00'00" EAST, A DISTANCE OF 40.00 FEET TO A POINT;
THENCE, BEARING SOUTH 90'00'00" EAST, A DISTANCE OF 35,00 FEET TO A POINT;
THE POINT OF BEGINNING.
THIS PARCEL CONTAINS 1,425 sq. ft, 0,03 acres, MORE OR LESS.
DESCRIPTION OF AT &T ACCESS AND QTILIjY EASEMENT,;
COMMENCING AT THE NORTHEAST CORNER OF SAID PARENT TRACT, THENCE, BEARING
SOUTH 00'00'48" WEST, A DISTANCE OF 37,33 FEET TO A POINT; THE POINT OF
BEGINNING,
THENCE, BEARING SOUTH 00'00'48" WEST, A DISTANCE OF 16.06 FEET TO A POINT;
THENCE, BEARING NORTH 69'06'00" WEST, A DISTANCE OF 64,89 FEET TO A POINT;
THENCE, BEARING NORTH 86'43'32" WEST, A DISTANCE OF 104,4 FEET TO A POINT;
THENCE, BEARING SOUTH 24'23'34" EAST, A DISTANCE OF 46.3 FEET TO A POINT;
THENCE, BEARING NORTH 90'00'00" WEST, A DISTANCE OF 27,44 FEET TO A POINT;
THENCE, 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 65'36'26" WEST, THENCE A
DISTANCE OF 10.87 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
OF -- 62'19'58" TO A POINT, RADIUS BEARS AT SAID POINT NORTH 03'16'28" EAST;
THENCE, BEARING NORTH 86'43'32" WEST, A DISTANCE OF 11.16 FEET TO A POINT;
THENCE, BEARING NORTH 00'00'00" WEST, A DISTANCE OF 15.02 FEET TO A POINT;
THENCE, BEARING SOUTH 86'43'32" EAST, A DISTANCE OF 22,43 FEET TO A POINT;
THENCE, BEARING NORTH 03'16'28" EAST, A DISTANCE OF 6.85 FEET TO A POINT;
THENCE, BEARING NORTH 89'39'46" EAST, A DISTANCE OF 12,02 FEET TO A POINT;
THENCE, BEARING SOUTH 03'16'28" WEST, A DISTANCE OF 7,61 FEET TO A POINT;
THENCE, BEARING SOUTH 86'43'32" EAST, A DISTANCE OF 118,57 FEET TO A POINT;
THENCE, BEARING SOUTH 69'06'00" EAST, A DISTANCE OF 61,49 FEET TO A POINT;
THE POINT OF BEGINNING,
THIS PARCEL CONTAINS 4,491 sq. ft. 0.10 acres, MORE OR LESS.
POINT OF COMMENCEMENT
P.O.B.
POINT OF BEGINNING
P.O.T.
v o
1CO
V J
PLAT BOOK
4:
DAVID P GRAVES PROFESSIONAL SURVEYOR
®
AND MAPPER NUMBER #5392, STATE OF
R/W
v L
ELEV.
3903 NORTHDALE BOULEVARD, SUITE 120
0
W v
0
5 -17 -01
ADDED TREE INFORMATION
M-0
AL
GM
A
a v
ORIGINAL ISSUE
DPG
AL
V) v
V)
NO.
DATE
REVISIONS
Q)
CHK
PP'
SCALE: AS SHOWN
+,
DRAWN: "DPG
FOR LEASE CORNER
EXISTING
X
Q
PALM TREE
v -0
3
PINE TREE
to C
SHRUB
'" (D
J
3: 0)
0
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c
w 0
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a
7.8'
0
N
(J1
a
Cd
N
X5 .4 SWIMMING POOL
to 20
30
40
XISTING RACQU ALL 5 "/10 "/36" DIA
4 1413 C URT 40'x4 ) 50' HIGH
35,00 12 B R 0 D
8.84' 0.72 W t t
4 10 14.78
FUTURE S t UNKNOWN (2)
g $ LEASE 13 N 5 "/10" DIA
AREA R X6 82 10, HI H 50' HIGH
X 7,3
N89 *59'39 "E s LE W
5, a
99,
L DE = 25'43'5 1" NO TH
LONGITUDE: = 080'17' .57" ST
7.05 -
:68
9' Q I PLAYGROUND
X
X 7:
SET —BACK
LINE
TEN S COURT
1 STORY CONCRETE
BLOCK STRUCTURE
BASKETBALL COURT
C o ( IN F');ET )
I Inch - 20 ft,
q) '� X x X X X
o
OF = U
_p -i-1
U
OF -0 v
Q U
%
�I-
>.
v
� o ° rA
AR%wA IS GERAGHTY& MILLER
a
;. c
IL
i
2849 Paces Ferry Road, Suite 400
Atlanta, Georgia 30339
Tel: 770/431 -8666 Fox: 770/435 -2666
83
rn
47 -
2 TORY CONCRETE
'BL CK STRUCTURE
36.1'
MAP OF SPECIAL PURPOSE SURVEY
YMCA MI 161
4300 SW 58 AVENUE
MIAMI, FLORIDA 33155
ARCADIS PROJECT N0, : GABTATWS,M 161
Q
X 12.1
/ 1
�D I" IR PIN D OCAP'P'
±200' TO SW 44 TERRA E
X13
BANYON
42" DIA
60' HIGH
TOM TOP OF 40d NAIL
ELEVATION 14.09
r�
CO
AT &T WIRELESS SERVICES, INC.
3405 FOREST HILL BLVD.
WEST PALM BEACH, FLORIDA 33406
_. —....".....,, YWMIif7MM�N '!WI'/1MM'M'w�.'"'„" .........,.........u..... ..._ __.» �...,..... w.... ww+ vrwMiNN' I�. NI111�i11p111hjL 41�71a1 n7�•�r"wrr+.r,,..,�......`�.
RE1201 OF SPECIAL EQRES25E SURVEY
1. NOT ABSTRACTED FOR EASEMENTS, RIGHT OF WAYS OR OWNERSHIPS,
2. UNLESS OTHERWISE NOTED HEREON, RECORD VALUES AND FIELD MEASURED VALUES ARE IN SUBSTANTIAL
AGREEMENT.
J. 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 "LEIGH TCA1103" 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.
11. 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 & AS:SOC., INC. DATE 1- 17 -00,
MC-4
Q- CV
Q
m O
V)
GOLFERS HAVEN WESTER FIELD MANOR
PLAT BOOK 45 PAGE 21 PLAT BOOK 27 PAGE 9
N 89'39' 46 "E
1326.43'
11
S89 "40'21 "W
1326.57'
FIRST ADDITION TO R1V1ERA1 ESTATES
PLAT BOOK 47 PAGE 50
SCALE 1 150'
PARENT TRACT
PARENT TRAQT D KRIETIQN'
PER WARRANTY DEED BOOK 4384, PAGE 283 DADE COUNTY, FLORIDA
(PROVIDED BY CLIENT)
THE SOUTH j OF THE SOUTHWEST I OF THE NORTHEAST # OF THE NORTHEAST # OF
SECTION 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,
DESCRIPTION OF AT &T 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
BEGINNING.
THENCE, BEARING SOUTH 00"00'00" WEST, A DISTANCE OF 35.00 FEET TO A POINT;
THENCE, BEARING SOUTH 90'00'00" EAST, A DISTANCE OF 5.00 FEET TO A POINT;
THENCE, BEARING SOUTH 00'00'00" WEST, A DISTANCE OF 5,00 FEET TO A POINT;
THENCE, BEARING SOUTH 89'59'39" WEST, A DISTANCE OF 40.00 FEET TO A POINT;
THENCE, BEARING NORTH 00'00'00" EAST, A DISTANCE OF 40.00 FEET TO A POINT;
THENCE, BEARING SOUTH 90'00'00" EAST, A DISTANCE OF 35,00 FEET TO A POINT;
THE POINT OF BEGINNING.
THIS PARCEL CONTAINS 1,425 sq. ft, 0,03 acres, MORE OR LESS.
DESCRIPTION OF AT &T ACCESS AND QTILIjY EASEMENT,;
COMMENCING AT THE NORTHEAST CORNER OF SAID PARENT TRACT, THENCE, BEARING
SOUTH 00'00'48" WEST, A DISTANCE OF 37,33 FEET TO A POINT; THE POINT OF
BEGINNING,
THENCE, BEARING SOUTH 00'00'48" WEST, A DISTANCE OF 16.06 FEET TO A POINT;
THENCE, BEARING NORTH 69'06'00" WEST, A DISTANCE OF 64,89 FEET TO A POINT;
THENCE, BEARING NORTH 86'43'32" WEST, A DISTANCE OF 104,4 FEET TO A POINT;
THENCE, BEARING SOUTH 24'23'34" EAST, A DISTANCE OF 46.3 FEET TO A POINT;
THENCE, BEARING NORTH 90'00'00" WEST, A DISTANCE OF 27,44 FEET TO A POINT;
THENCE, 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 65'36'26" WEST, THENCE A
DISTANCE OF 10.87 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
OF -- 62'19'58" TO A POINT, RADIUS BEARS AT SAID POINT NORTH 03'16'28" EAST;
THENCE, BEARING NORTH 86'43'32" WEST, A DISTANCE OF 11.16 FEET TO A POINT;
THENCE, BEARING NORTH 00'00'00" WEST, A DISTANCE OF 15.02 FEET TO A POINT;
THENCE, BEARING SOUTH 86'43'32" EAST, A DISTANCE OF 22,43 FEET TO A POINT;
THENCE, BEARING NORTH 03'16'28" EAST, A DISTANCE OF 6.85 FEET TO A POINT;
THENCE, BEARING NORTH 89'39'46" EAST, A DISTANCE OF 12,02 FEET TO A POINT;
THENCE, BEARING SOUTH 03'16'28" WEST, A DISTANCE OF 7,61 FEET TO A POINT;
THENCE, BEARING SOUTH 86'43'32" EAST, A DISTANCE OF 118,57 FEET TO A POINT;
THENCE, BEARING SOUTH 69'06'00" EAST, A DISTANCE OF 61,49 FEET TO A POINT;
THE POINT OF BEGINNING,
THIS PARCEL CONTAINS 4,491 sq. ft. 0.10 acres, MORE OR LESS.
�»�w s13� � Yet '.?��, { �t$ � �", .�. ee��y �.� &t': i�•s$�3�C' > "'p•,.
Y.
Bi11�, M1.d M�T�
M
g2
o a �NltvTea ; n r�k
�. s�
' . ?D04,.«.. 1 r""' n0 ar���AC L"
BECHTEL AT &T SITE M1161, YMCA
LOCATION �KETCH
SECTION 24, TOWNSHIP 54 SOUTH, RANGE 40 EAST
NOT TO SCALE
CERTIFICATE
I, DAVID P GRAVES, DO HEREBY STATE THAT
THIS MAP OF SPECIAL PURPOSE SURVEY WAS
DONE UNDER MY DIRECT SUPERVISION AND
THE ABOVE GROUND SURVEY IS ACCURATE
AND CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF, I FURTHER STATE
THAT THIS MAP OF SURVEY WAS COMPLETED
►'� IN ACCORDANCE WITH THE MINIMUM
TECHNICAL STANDARDS FOR SURVEYING AND
t00 C) MAPPING UNDER RULE 61G17-6 F.A.C.
r (REVISED 6/99).
POINT OF COMMENCEMENT
P.O.B.
POINT OF BEGINNING
P.O.T.
POINT OF TERMINATION
1CO
V J
PLAT BOOK
4:
DAVID P GRAVES PROFESSIONAL SURVEYOR
®
AND MAPPER NUMBER #5392, STATE OF
R/W
FLORIDA. ARCADIS GERAGHTY & MILLER, INC.
ELEV.
3903 NORTHDALE BOULEVARD, SUITE 120
0
TAMPA, FL 33624
0
5 -17 -01
ADDED TREE INFORMATION
DPG
AL
GM
A
4- -3--01
ORIGINAL ISSUE
DPG
AL
GM
NO.
DATE
REVISIONS
BY
CHK
PP'
SCALE: AS SHOWN
DESIGNED:
DRAWN: "DPG
�»�w s13� � Yet '.?��, { �t$ � �", .�. ee��y �.� &t': i�•s$�3�C' > "'p•,.
Y.
Bi11�, M1.d M�T�
M
g2
o a �NltvTea ; n r�k
�. s�
' . ?D04,.«.. 1 r""' n0 ar���AC L"
BECHTEL AT &T SITE M1161, YMCA
LOCATION �KETCH
SECTION 24, TOWNSHIP 54 SOUTH, RANGE 40 EAST
NOT TO SCALE
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
t00 C) MAPPING UNDER RULE 61G17-6 F.A.C.
r (REVISED 6/99).
LEGEND
P.O.C.
POINT OF COMMENCEMENT
P.O.B.
POINT OF BEGINNING
P.O.T.
POINT OF TERMINATION
1CO
V J
PLAT BOOK
4:
DAVID P GRAVES PROFESSIONAL SURVEYOR
®
AND MAPPER NUMBER #5392, STATE OF
R/W
FLORIDA. ARCADIS GERAGHTY & MILLER, INC.
ELEV.
3903 NORTHDALE BOULEVARD, SUITE 120
0
TAMPA, FL 33624
R
TEL: 813/961 -1921 FAX; 813/961-2599
(]T
NOT VALID WITHOUT THE SIGNATURE AND THE
L
ORIGINAL RAISED SEAL OF A FLORIDA
(E)
LICENSED SURVEYOR AND MAPPER, DAVID P
as
GRAVES PSM : #5392
AC
ARCADIS GERAGHTY & MILLER, INC. #LB7062
LEGEND
P.O.C.
POINT OF COMMENCEMENT
P.O.B.
POINT OF BEGINNING
P.O.T.
POINT OF TERMINATION
P.B.
PLAT BOOK
PG,
PAGE
®
CENTERLINE
R/W
RIGHT -OF -WAY
ELEV.
ELEVATION
0
INCLUDED ANGLE OF CURVE
R
RADIUS OF CURVE
(]T
TELEPHONE RISER
L
LENGTH OF CURVE
(E)
SECTION CORNER
as
SECTION 1/4 CORNER
AC
AIR CONDITIONER
C.O.
CLEAN OUT
D.E.
DRAINAGE EASEMENT
Q
DRAIN
0
SET 5/8" REBAR "ARCADIS LB 7062"
8'21
FOR LEASE CORNER
EXISTING
TREES, 6" OR LARGER
Q
PALM TREE
OAK TREE
3
PINE TREE
SHRUB
SHRUB
tl
FIRE HYDRANT
p
q
WATER VALVE
SER
WATER SERVICE
®
WATER METER
IRR
IRRIGATION VALVE
®
CONCRETE POLE
Q
ELECTRIC METER
-'W—
UNDERGROUND WATER LINE
OH
OVERHEAD WIRE
M
LIGHT POLE W /LIGHT
R1,
WOOD POWER POLE
-(
GUY WIRE
(E)
ELECTRICAL MANHOLE
as
CATCH BASIN
0
SANITARY MANHOLE
®
METAL ROOF COVER
BSL
BUILDING SETBACK LINE
O.R.B.
OFFICIAL RECORDS BOOK
DIA,
DIAMETER
8'21
X
GROUND ELEVATION
Q
TRAVERSE POINT
POWER POLE
WATER METER
FLOOD ZONE INFORMATION
MUNITY NO. PANEL N0, Suffix DATE OF FIRM FIRM ZONE BASE FLOOD ELE"""' LO'AEST FLOOR ELEV.
2025
1 190 J 3/2/94 X N/A N/A
ARCADIS GERAGHTY & MILLER
Atlanta, Georgia
MAP OF SPECIAL PURPOSE SURVEY
JOB NO. PROJECT NUMBER DRAWING NUMBER REV
24445 4SF —M1161 B01 0
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