00-1316-002 N.W. CORNER OF N.E. 114 OF N.W. 114
OF SECTION 24-54-40
^-^^ - - ^ --
1
ROAD
W. 40th
S. -
•
LO
LO n
LO
25' 2.6
W II "
- 25' 25' "
y I 7.65 25' nn" " 30
2' CURB & GUTTER +°0 24. 23 22 21 20 19 18 17 16 15 14 13
lln
,°,� WATER � -�-
R O A D <1 VALVE I
U) ST@
(E31 RO Il�
CD ° S ® W® 0 25 26 27 28 29 •7`n 1 -
ASPHALT PAVEMENT
�ti k SET P.K. NAIL DISC 30'
ORIGINAL RIGHT-OF-WAY PER P.B. 32, PG.18 33 �3� L.B. #6787 25'
2' CURB & GUTTER _ _ �_ SITE BENCHMARK It 1 51 I •
' 51 -
_ - 3 ELEV. +13.35 ❑RTH (f'' 52.63 `n
N
_ WATER s --
�- CONCRETE SIUEPAI-K, METER-�� - -
_/ METER_~Cl V--�-�POLE H��p :Y4 .7 E C0 - -- -
°' R=25.00' -
1 l =� 305.72' - N L=23°58'416 I S. W. 41 th ST.
9.41 SIGN \ v= NEW
RIGHT-OF-WAY
0
N 6' WIDE HEDGE (5' HIGH)\ A=10.46'
FOUND 314" IRON PIPE �* LOCATION S K E T C H
& CAP (NO IDENTIFICATION) _ w ��
12" OAK TREE 0.7' C.B.S. N G N 1.5' 1.7' N w of I � �25.24I
25 HIGH 16 G. P. S. OBSER VA TIO
30' SPREAD WING WALL �+ Z `� 113.1' 36", FICUS x�3�1 x 30' kt3a k SCALE: 1 " = 80'
CHAIN LINK FENCE END ' SPREAD
12.3 51.1' 25 HIGH, I NAD 1927 DATUM:
0.3' W. & 1 C E __X_-X 25' SPREAD LATITUDE = 25'43'58.7"N.
14.3' t-i 1 o STORY C. B. S.S Ui LONGITUDE = 80'17'49.5"W.
,- HOLLY
WOOD FENCE END 4' CHAIN LINK o BUILDING N TE 0.7' BUSH NAD 1983 DATUM:
0.5' W. & 12.2 S. FENCE (.i DAY CARE 0.8
I LATITUDE = 2544'00.0"N.
Y LONGITUDE = 80'17'48.7"W.
2-8" PALM TREES N J I ELEVATION = +13.5 (N.G.V.D., 1929) LEGAL DESCRIPTION O F P
FINISHED FLOOR ELEVATION +14.48
0 10' SPREAD , 25.0' � #6330 o.s' 7.s' I "HOPE LUTHERN CHURCH
63.43 N 15.0 ;� SANCTUARY PARENT TRACT:
C)
in- I Lots 1 thru 12 and 31 thru 36, Block 2, BIRD ROAD ESTATES, According to the plat thereof,
O C)7NCR °O `- FINISHED FLOOR ELEVATION +14 CROSS w recorded in Plat Book 32 at Page 18 of the Public Records of Miami-Dade Count
CHILD PLAY AREA 1.0' L "i g n
5 .8 a I less the North 15 feet of lots 1 thru 12. y' Florida,
2-12 GUMO LIMBO TREES 8 0.7' I
U 20' HIGH G�P�� 7" GUMBO LIMBO TREE 1 24 2$' Z
Z 20' SPREAD ��\�p 10' HIGH, 10' SPREAD 0.8'
U I
� 2-12" OAK TREE , ° COFFEE
0 0 6 20' HIGH PARISH _ z nl 12.9
o 25' SPREAD U ^ n E ".� 11.7 , 5.8 N 3� ARABICA
Z 0 N / k1
U (o HALL `C z L 0 Tn 5.8 �1 � � I AREA`r0.8' x�3y1 kl3aa '`�3°�
cD s--OHW OH � _ cfl U7 _ I I
W.P.P. 0.7 I 6.8' 56.7�� 13.61 1 11.0'
Q� "' CONCRETE WALK - - - - - _ W.P.P. I NOTES:
NI-I� �GOp - - - - - - - - - 1.9' OVERHEAD I` W
P '` OVERHEAD 6 9' OVERHEAD ROOF o 0
4 �X\ "� ROOF ROOF CO d o I 1. REFERENCE BENCHMARK: Miami-Dade County Benchmark P-603,Locator #4013
00
�G Z W P.K. Nail and brass washer set in concrete curb of parking lot of shopping
P 9 PP 9
z ASPHALT PAVEMENT
12" BLACK OLIVE TREE o- o CO w I center 30' South of projected edge of pavement of S.W. 40th St.; 12.7' West of
24 UNKNOWN TREE 20' HIGH, 25' SPREAD �; � CO edge of S.W. 67th Ave.; 16.1' South of traffic light support pole and 8.9' SW of a
- WOOD FENCE END--�\ �� � 37.8' 20' HIGH, 20' SPREAD ° PK nail and brass washer that may be Section Corner. Elevation +9.43 N G
X 4' CHAIN INK 0. ALUMINUM X nN 4.5' CONCRETE IN 11' DIAMETER CUT I y N.G.V.D.
SHED 2. Bearings shown hereon are based on an assumed�datum, with the West the
13 FENCE 011 2' LIGHT 6 REGULAR SPACES Right-of-Way line of S.W. 63rd Avenue being S02 01 40 E.
H
U 9.8= am
14.1' r'i POOLE H ¢ I - g
rn °
M Co (O Y
x�2g2 I I 3. The legal description of the Parent Tract was provided b our client.
'3.5'
43.2 CO
C.B. d.
2.4" CONC. 4. Latitude and Longitude shown hereon were obtained by G.P.S. observation and
WOOD FENCE END 10.5'3'-r, 1 STORY C. B. S. WALK 14 REGULAR PACES /
N are accurate to the 1 10th of a second.
PARSONAGE
/ 6" PALM I 5. This a Specific Purpose Topographic Survey for the purpose of designed a
FINISHED FLOOR ELEVATION +14.08 17.2' 10' HIGH, 6' SPREAD
Telecommunication facility.
0 'r ASPHALT PAVEMENT R=25.00' 6. Flood Insurance Rate Map (FIRM) information: Property is located in Zone "X",
43.2'
�=89'35'29 I determined to be outside the 500 year floodplain, per Map Number 12025
® C0190J, Community No. 120650, Panel 0190, Suffix J, Map Date 3/2/94, Map
.9, 34.8'
12 BLACK OLIVE TREE r
10.58' 13.3' (O 20' HIGH, 15' SPREAD A=39.09'
o N 2.4" CONC. \
\ Index Date 7/17/95.
0 LLn COVERED WALK I
i� CONC. PORCH \ \ 4 REGULAR SPACES
N 12 REGULAR SPACE �,, FOUND 3/4"
0 IRON PIPE (f�/j1t0 I Ln U-i 283.27' ❑ RTH
FOUND 314" IRON PIPE N N 3.0' CONC. _ (NO IDENTIFICATION)
NO IDENTIFICATION) _ -� SITE BENCHMARK # 2
& CAP ( WALK S87°33'49"W - _ _ I SCALE : 1 " = 20'
�CONCRETE SLDEWALK �8�-9� ELEV. +12.95
- 12.7' o 6" ,PALM
WOOD FENCE END- - I-� - _ -� , 1 I
15.0' 6 GRASS 7 HIGH,18 SPREAD
0.14' N, & 0.52' E. 5.8' GRASS
6' GRASS G
0.5' CONCRETE CURB
2-6" COCONUT PALMS
2-8" COCONUT PALMS 27.7' ASPHALT PAVEMENT 8' HIGH, 10' SPREAD TOP EL. OF CROSS +73.2
12' HIGH, 12' SPREAD 7" COCONUT PALM
12' HIGH, 10' SPREAD
- ST®
W,0 41 t h S ®
DETAIL PARENT TRACT
LEGEND:
Y -ASPHALT
-CONCRETE
-CENTERLINE O E TA 1 L OF CROSS
A/C -AIR CONDITIONER
A= -ARC LENGTH EQUALS NOT TO SCALE
B. C. R. -BROWARD COUNTY RECORDS
C. B. S. -CONCRETE BLOCK & STUCCO
C. B. -CATCH BASIN
A= -CENTRAL ANGLE
+12. 15 -ELEVATI❑N
ELEV. -ELEVATI❑N
F: H, -FIRE HYDRANT
H -HANDICAP PRELIMINARY SURVEY
N. G. V. D. -NATIONAL GEODETIC VERTICAL DATUM
NAD 27 -NORTH AMERICAN DATUM 1927
NAD -NORTH AMERICAN DATUM 1983
L. B,. -LICENSED BUSINESS B EL L S O U TH MOBILITY CELL SITE "EH C G "
❑HW -OVERHEAD WIRES TYPE OF SURVEY: SPECIFIC PURPOSE TOPOGRAPHIC SURVE E V I S 1 o N S
PG. -PAGE NOTES: SURVEYORS CERTIFICATE: WE HEREBY CERTIFY, NOT VALID WITHOUT
P. B. -PLAT BOOK PREPARED FOR: BELLSOU TH MOBILITY, INC. DATE: JOB ORDER: DESCRIPTION: F.B. PG. 1. ELEVATIONS WHEN SHOWN REFER TO THE NATIONAL THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF OUR THE SIGNATURE AND
R- -RADIUS EQUALS. 5701 CONGRESS AVENUE, BOCA RATON, FLORIDA 33487 GEODETIC VERTICAL DATUM (N.G.V.D.) 1929, KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER THE ORIGINAL RAISED SEAL
10-4-2000 00-185A REVISED TO ADD FIRM DATA (NOTE 6) 2. THIS FIRM HAS MADE NO ATTEMPT TO LOCATE FOOTINGS OUR DIRECTION, AND THAT THIS SURVEY MEETS THE 'MINIMUM OF A FLORIDA LICENSED
WPP -WOOD POWER POLE D SURVEY DATE: fi-22-00 AND/OR FOUNDATIONS (UNLESS OTHERWISE NOTED). TECHNICAL STANDARDS 'AS SET FORTH BY THE FLORIDA STATE
Leiter, Perez OL Associates, Inc. 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SURVEYOR AND MAPPER.
JOB ORDER: 00-185 BY THIS FIRM REGARDING MATTERS OF INTEREST 61G17-6 FLORIDA ADMINISTRATIVE, CODE PURSUANT TO SECTION
LAND DEVELOPMENT CONSULTANTS OTHER AS EASEMENTS,RIGHTS-OF-WAYS, 472, 027 FLORIDA STATUTES, Leiter, Perez & Associates, Inc.
CIVIL ENGINEERS - LAND SURVEYORS FILE No.: B-1674 4. THIS SURVEY VAS PREPARED FOR AND CERTIFIED TO THE
LAND PLANNERS - ENVIRONMENTAL ARTY AND/OR PARTIES INDICATED HEREON AND IS NOT BY,
160 N.W.176TH ST..SUITE 403.MIAMI. FLORIDA 33169 -„ v AI, Ton\, DT017r ic,o•, Akin AIATI V Akin Mr V VVT VV or GARI ANT) I . HARMAN, PRnFFSSTnNAI SIIRVFYnR & MAPPFR #3947 c i irr r 1 r1r 1
F.B.B PG. TRANSFERABLE OR ASSIGNABLE, STANLEY T. OLESIEWICZ, PROFESSIONAL SURVEYOR & MAPPER #1633