08-40-007„ ri'•SID,eWALK,
���- CURB & GUTTER �ear
�.wW1% � � W.V. N M W.V.
N 57.63' TOTAL RNV N
1 _ / o0
GRAPHIC SCALE
/ 20 0 10 20.
X111/ 73rd ® STREE
S. S. M. H.
±43.5ASPHALT 11AVIE MENT M.H.#I
(IN FEET)
/
/ 1 inch = 20 ft.
WV
/ M
SIGN
W.V. ��• 00
STORM M.H. F00'
/ I d.
25' 20,.
'00,
/ /
N-
/ 12+75'
j�' / •P
x� W.M.
& A.
A 00
501
oe
\ _ `G / �� j •� j � i � W.M.
90
+25' W.M.
o.ou.r.
N I t34 W.M.
4A Ig
O
P5U / A q� % //) U.P. 2b i 9-b 'b54 \1
A
a
< , SPO
O ` PARKING METER
00. / �i Q O �ip O '�1, �7 ' (TYPICAL) � I t�
/ / , 1, 0 o C oy C ,o
D //
�� <.�� 60 " \\' O �\ �� ors, 1y \\ ^b
`r0� A.
< 1+76
\ O " a_ F.H
(P.B. 7 PC. 1 1) � n
T o'ti� / / LOT 1 1 , BLOCK 2 l� a I N
a- 0
�, I
/ '° N60'S5'58"E ASPHALT BARKING \\�O
/� O • \ \ \
6.64'(C,& M) +�
/�� '1 \ ,�. r / r w V VV 0
I � Lor 7 o I
LOT 7 LOT
L------------------------ I N�
---•----•- - - SrW----------- 7,4th--------- STREET - - J w N
LOCATION SKETCH 1
N.T.S.
LEGAL DESCRIPTION
PARCEL A:
LOTS 9 and 10 and THE EAST 10 FEET OF THE SOUTH 95.55 FEET OF LOT 8, BLOCK 2, AMENDED PLAT OF
THE SOLOVOFF SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 7, PAGE 11, OF
THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA;
AND
ALL OF LOT 6, AND THAT PORTION OF LOT 8 DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWESTERLY CORNER OF LOT 6; THENCE SOUTH 30.34 FEET; THENCE EAST 64.96
FEET; THENCE NORTH 30.34 FEET; THENCE NORTHWESTERLY 41.5 FEET; THENCE SOUTHWESTERLY 50 FEET
TO THE ORIGINAL POINT OF BEGINNING, ALL LYING IN BLOCK 2, OF AMENDED PLAT OF THE SOLOVOFF
SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 7, PAGE 11, OF THE PUBLIC
RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
ALL OF LOT 5, BLOCK 2, SOLOVOFF'S SUBDIVISION, AS RECORDED IN PLAT BOOK 7, PAGE 11, AND THE
SOUTHWEST 15 FEET OF LOT 4 (WHICH IS THE STRIP 15 FEET WIDE AND 110 FEET LONG ADJOINING LOT 5),
OF SAID BLOCK 2, AND ALL OF LOT 8, BLOCK 2, EXCEPT THE EAST 10 FEET THEREOF, AND EXCEPT THE
FOLLOWING DESCRIBED PORTION:
BEGINNING AT THE SOUTHWEST CORNER LOT 8; THENCE RUN EASTERLY ALONG THE SOUTH LINE, 64.96
FEET; THENCE NORTHWESTERLY PARALLEL TO THE WEST LINE OF LOT 8, 30.34 FEET; THENCE
NORTHWESTERLY ON A PRODUCTION OF THE NORTHEASTERLY LINE OF LOT 6, A DISTANCE 41.50 FEET TO
THE DIVIDING LINE BETWEEN LOTS 8 AND 6; THENCE ALONG THE DIVIDING LINE BETWEEN LOTS 8 AND 6,
SOUTHWESTERLY 50 FEET TO THE NORTHWESTERLY CORNER OF LOT 8; THENCE SOUTHERLY 30.34 FEET
TO THE POINT OF BEGINNING, ALL LOCATED IN SOLOVOFF'S SUBDIVISION, ACCORDING TO THE AMENDED
PLAT THEREOF, AS RECORDED IN PLAT BOOK 7 AT PAGE 11 OF THE PUBLIC RECORD OF MIAMI-DADE
COUNTY, FLORIDA.
O to
°�G �e \\ a� C3 / soo•1r a►'a " 0.5 ' CURB ' W.M
. J
° O Z`J� --72.0x' (C & M) \\\\�o CONC. I SURVEYOR'S REPORT
4 i 4^ CHAIN LINK FENCE ,• WN 1. THIS IS A TOPOGRAPHIC SURVEY.
S89'3974E 730.00 83(M) "'"' 2. Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments any,affecting this
OUTSIDE (C) - 72 . G I
\\. \� q --\\5 - - - - _ _ _ property and is subject t0 dedications, limitations, restrictions, and/or easements of records.
FD 1/2" I.P. CBS WLLI,
f 1 I p 1 25 20 3. Legal description was provided by client or attesting title company,
\ t4 00 \ I No ID o.3' INSIDE CBS WALL) I 4. Unless otherwise noted, this survey has not attempted to locate any footing and/or underground utilities on and/or
NoI
\ i 01 \ h I 0.r INSIDE I adjacent to the property.
PARKING METER 5. Ownership is suject to OPINION OF TITLE.
oho i (TYPICAL) 6. This survey has been prepared for the exclusive use of the entities named hereon.
\�
/. ' ` ~r C•y`/ \ < �0, ��� P a Q C� FF d GQ \ I �- I .. 00 p J property y g ( )
7. The record description of the subjectforms a mathematical) closed figure. SO STATE
M^ 8 BEARINGS SHOWN HEREON ARE RELATIVE TO AN ASSUMED MERIDIAN ALONG THE CENTERLINE OF SOUTH
ti �� \ //4 q2 I �ti ♦y tib
M
I I o 0 0 �` \ \\' I \\ DIXIE HIGHWAY WHICH IS N 50 2224 E.
�%.. o, kx. ♦ \ O \
\ •0a 6�G � oo \ I � a a A l+00' ,- � 9. NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR' SEAL.
011,
j'. %,. r:O I/ Cygi U.P. 'c I \ �)C Q
401
0+75'
J
o0/, ti rn a N,AN
e
�p�ti�k P.O.B. o \ I If1
SET 1/2" I.P. (PARCEL A) 19-1 I " U I
I _
1 ,) ry #4146 CHAIN LINK FENCE �`, I Ing .� t I
0 0 tu 0.4' INSIDE ♦ I I ELEV,:8.28 CCSB. �O C.B.*2 I �qt 5u I \\b
h ... -� o v \ CRS WALL 0 . f�\ \ 0
ASPHALT I `O ELEV.a.50 (� STORM M.H. 'I0+50' _J
A V E M E N T U I ^ I ON PROP. LIN
(� } \ ( I b n. 0 M.H.#3 '
NCHOR I 'r CHAIN LINK FENCE
PARKING SPACES r x -x -x
AI I �x IGN C.11. 3 , I
y • CIS WALL r
0.5' INSIDE X
I 4 M (�
CHAIN LINK FENCE O �� I 1 I \t" b0 5♦ q5 5(� I FD N&
j' O 0.45' INSIDE b b ♦ ♦ ti ♦ GATE '�' i< \.
Z ♦• GATE 1 - 1 G TE j\Jp� -
Iasaw 20 -
FD N&D P.O.B: U.r. N89'57'561"W 223.08' (C) - 222.74'(M) u.P. . W. M. ❑ - - OVERHEAD WIRES -�A? \ ' \
No ID _ (PARCEL B) c.B.�
w. M. -- �n q - ...:..T//%I///m7
ANCHOR 0+25' i
q h W., 1. 5
b ° - ♦ 0 q �.._ - - -..., ...._..., . e n tE - p �" DROP CURS
♦ ♦. O 1 C.B.#II \ 1 O - --- - -„k_.-------
v. 2 c.B.#Iz.
_I•
Z7C 546
Sy
��¢� MH.#7 ±29' ASPHALT PAVEMENT in %rE
�.. o - MH#4.
y / - -
a� b Z5 00, q Ot) q 5� O \O 0 b� 0 q� \\ 2►
3+25' ^3+00' 2+75' 2+50' 2+25' 2+00' w 1+75' 1+50, 1+25' 1+00, 0+75' 0+50' STORM M.H. 0+ 5' STA.:O+00 0+251(E) 0 )`
/ o - ---- -- -- - 40 50' TOTAL RNLI M.H.#6 STORH.#5 H .
o i 1 W.V.wv.
d D4 0 i 5 O ♦1b 2� W . V. �' 1b \O `� 52 % L5
w �/ S S 1 b " b q C.B.#7 q y \O' C.B.#5
,3 ,L oy q0 ♦5 1- x 1 • �1... J__,.,, ----- -T- �---- - ----- -- -----: �-.:W.__ ��.._.___. .� -.._- _ _ _ ____._ _.._ _..•}. _ .-,.. __._._.f., _:_.... - - - - ---_ __ -- - -
T
F.H. 1� . 4 SIGN rtp DROP CURB . 6 ' ' S I'D EM A L K, f "
~ ~ /Q' .. ♦.._ '' t o ^ 4 b5 'SIGN �b 51 0`� u� • ,SIG _ `� 00'
VA
.kms /�< �.
b
• ^o P ✓
X
yam\ ~a' 1�' �'•
BENCH MARK
Elevations shown are based on the national geodetic vertical datum of 1929. MIAMI•-DADE COUNTY
Engineering Division Benchmarks.
Benckmark : SOUTH MIAMI Elev.: 13.31 LOCATOR: 4005 W
.H. No.
RIM ELEVATION DIRECTION OF PIPE
W.V./'�/
,
...
FLOOD INFORMATION
U)
SIGN "
6"
The subject property lies within a flood hazard havil lg a flood designation of AE, with a base Flood
c.B.#9
'
,/
Elevation: 10.0, pursuant to the flood insurance rate maps published by the United States Federal
STORM M.H.
12.10' .
V66 d /
%
Emergency Management Age cy under community No: 120658 and panel number 0276-J, as last
24"
= FIRE HYDRANT
p
revised in MARCH 02, 1994.
C.8.#10 \�
4
.kms /�< �.
b
• ^o P ✓
X
yam\ ~a' 1�' �'•
BENCH MARK
Elevations shown are based on the national geodetic vertical datum of 1929. MIAMI•-DADE COUNTY
Engineering Division Benchmarks.
Benckmark : SOUTH MIAMI Elev.: 13.31 LOCATOR: 4005 W
.H. No.
RIM ELEVATION DIRECTION OF PIPE
INVERT ELEVATION
SIZE OF PIP
1
12.20'
SOUTH
5.85'
6"
= CONCRETE BLOCK
PH:305-265-8308 F^X:305-265-9082
EAST5.90'
. .
6"
.
2
12.10' .
. .
SOUTH
5.60'
24"
= FIRE HYDRANT
F.I.P.
EAST
7.50'
12"
L.P.
= LIGHT POLE
NORTHWEST
6.38'
16"
3
10.72'
NORTH
4.82'
24"
N.G.V.D.= NATIONAL GEODETIC
Field Date:
WEST
7.62'
16"
PG.
=PAGE
SOUTHEAST .
.6:42
12.
4
10.70'
NORTH
5.00'
6"
S.I.P.
= SET Y2" IRON PIPE No 4146
EAST
3.50'
16"
=TYPICAL
U.P.
WEST
3.45'
16"
5
11.10'
NORTH
5.85'
16"
= Wood Fence /
SOUTH
5.70'
12"
. .WEST . . . . .
. . . .5:70. . . . .
. . . . . . .
6
9.72'
NORTH
5.12'
16"
SOUTH
3.47'
12"
EAST
3.42'
24"
7
7.38'
SOUTH
2.68' -3.87'
6"
EAST
-3.77'
16"
WEST
.
-3.82' .
16"
a.
7.15'
SOUTH.
3.31,
16„
EAST
WEST
3,70'
16"
.3.25
16"
LEGEND
A/C = AIR CONDITIONING PAD
A
= ARC DISTANCE
BLDG
= BUILDING
MANUEL FELIPE
= BASELINE
C.B.
= CATCH BASIN
C.B.S.
= CONCRETE BLOCK
PH:305-265-8308 F^X:305-265-9082
STRUCTURE
E-mail: felipesurveyor@bellsouth.net
= CENTER LINE
CONC.
= CONCRETE
A
=DELTA
F.H.
= FIRE HYDRANT
F.I.P.
= FOUND IRON PIPE
F.R.
= FOUND REBAR
L.P.
= LIGHT POLE
MH
= MANN HOLE
(M)
= MEASURED
Y-
= MONUMENT LINE
(N)
= NORTH
N.G.V.D.= NATIONAL GEODETIC
Field Date:
VERTICAL DATUM
P.B.
= PLAT BOOK
PG.
=PAGE
R
= RADIUS
R/W
= RIGHT OF WAY
(S)
= SOUTH
SEC.
= SECTION
S.I.P.
= SET Y2" IRON PIPE No 4146
SWK.
= SIDEWALK
Typ.
=TYPICAL
U.P.
= UTILITY POLE
U.E.
= UTILITY EASEMENT
W.M.
= WATER METER
- x- x
- = Chain Link Fence
r ---•r-
= Wood Fence /
TOPOGRAPHIC Survey
This Work Cooriinatoi By:
MANUEL FELIPE
PROFESSIONAL LAND SURVEYOR
8500 SW 8th ST., SUITE 220 MIAMI, FL. 33144
PH:305-265-8308 F^X:305-265-9082
E-mail: felipesurveyor@bellsouth.net
MANUEL FELIPE
PROFESSIONAL LAND SURVEYOR No.4146
STATE OF FLORIDA ,
Not valid without embossed seal
Dwn By:
Date: Sep, 18, 2007
TAM
Revision: (W.O.-6430)
Io ogra hicsurve
Date:
Surveyor
MANUEL FELIPE
Field Book:
Revision:
223/75, FILE
Date:
Field Date:
Revision:
Nov. 01, 2007
Date:
Scale:
Revision:
1 "=20'
Prepared For:
Project Address: -
5966 SOUTH DIXIE HIGHWAY, MIAMI, FL.
-
ADD. ELEVATIONS ALONG THE
SW 61 st STREET-�
Job Number: Sheet
6508 1 of