6129 SW 79 ST EB-11-038_2-010 SW 69TH ST. 0-
GRAPHIC SCALE N °
20' 0 10' 20' 40' g0' 50' 50' 50' 50' 50' 50' 50' 50' r
20• m
35 .
15'
9 H 7•. f 5 4 3 o
( IN FEET )
1 inch = 20 ft. Q ,S 1p
PAR EL 0. 3 105 PAR EL 0. 1
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11 (lS 13 14 15 16 17 is °2 v
FD. CUT NAIL EP
Z S. W. 69TH ST. FD. PK AIL & R �
,+ 15. . °
FD. CUT NAIL � 8" V.C.P. SAN. SEWER LINE 8 V.C.P. SAN. SEWER LINE SAN. MH DISC LB 6632 5, o' Uj
SAN. MH
5 Uj
rAN-'YMH ° SAN. MH 4O' R/W MH 1-
SW 70TH ST.
FD. PK NAIL
o & DISC LB #87 0 "� \ O N
FD. PK NAIL &
IN
FD. PK NAIL oN CB CB N CB 22 FT. DROP CURB N DISC LB 87 30 30 30' 30' 25
DISC #6632
HIM 1 g2 3 4 50 6
b 25.00' WATM METERS 6 FT. GONC,/SIDEWALK g9° � qXO 1 �/ ( 1 0, WM wed P. PgL�E t .s '30 3oE 30' O. 2.a ,; O
FD. PK NAIL & o 4.S FT. C.B.S. WALL - 6 FT. .L. FE E o s 77.83' 87.83' C3 w
BRASS WASHER - 4 FT. METAL ( 6 FT. C.L. FENCE cO + o 2p �76� LOCATION MAP o
20 NOT TO SCALE w
LB #87 PIPES IN CONC. -
CONC. BR WASHER CONC. P. P LE 19 G `L�g z
P. POLE LP 3 SPA ES 8 ARKI G S ACES ,o 0 LL
35.00' LB #87 9 PAR ING SPACE'S 22 ARKI G SP CES o �,� Q O
' PAVEMENT WIDTH Z R A I U = 5' ° LP 15 7g0a� 87.74' a
PROPOSED M o
�s.o• AR = 9. 6'
o z . ° PROPOSED 5' RIGHT—OF—WAY TAKING RADIUS= 25' 35' 17 10 w
DELTA=89 58 15
-' ASPHALT PAVING
W ASPHALT (EXCEPTION #11 ) ® CB 34• PAVEMENT WIDTH
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v v PROPERTY ADDRESS:
Q Q 7031 SW 62 AVENUE, SOUTH MIAMI, FLORIDA
PA KING SPAC S o- CB rl
15 ARKI G SPACES ® Folio# 09-4025-027-0010
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-' CB d Z Z 6100-50 SW 69 STREET, SOUTH MIAMI, FLORIDA
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� 6 4' Folio# 09-4025-028-1790/1800/1810/1820/1830/1840/1850/1860/18701880/1890 °
C6 Z d Folio# 09-4025-028-1900/1910/1920
v o ASPHAL,f y — LP xZ LP
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PA KING SPACES
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L.v 3 PARKIN
SPACES 59.0'
z N w \-00� J n > (D Q w LCi
� � - N E ECT. BOX z tl w � � 1 LEGAL DESCRIPTION W
O k N o x / / 1 • v N LOTS 1. 2, 3, 16, 17 AND 18 IN BLOCK 14 OF REALTY SECURITIES CORPORATION'S >
N i� 9 PARKING SPACES CB Q Z TOWNSITE OF LARKINS, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK
> N z Q 1 PARKING SPACES ® i- - U- 2, AT PAGE 105, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, AND LL
(` Ov 01- �
Q cn o_ PARCEL 2 ti ^
I� 3 g U) Q LOTS 1, 2, 3, 4, 3, G. 7, 8, 9, 1 8, 1 D, AND 20, IN BLOCK 1 OF LARKIN CENTER, N v J
O N 16.0 U 17 '' ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 27, AT PAGE 67, OF THE co
ASPHALT L° Q J PUBLIC RECORDS OF DADE COUNTY, FLORIDA, LESS THE WEST 10 FEET OF LOTS 1, >-
0 m o c" U N LP V) L� OO 18, 19 AND 20, BLOCK 1 AND EXTERNAL AREA FORMED BY A 25 FEET RADIUS ARC OM ry
"' 430.17 0- L CONCAVE TO THE SOUTHEAST, TANGENT TO A LINE THAT IS 10 FEET EAST OF AND
O v Z C O PARALLEL TO THE WEST LINE OF SAID BLOCK 1 AND TANGENT TO THE NORTH LINE Q
CD � Q m Z (/) O OF SAID BLOCK 1 IN SAID "LARKIN CENTER". Q
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9 PARKING SPACES coNC3 " Q � C� � PARCEL 3:
z 8 PARKIN SPACES 2 SP CES 2 d _i
PAD �? z Q tz 9 J LOTS 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, AND 15, BLOCK 14, REALTY SECURITIES z N
CB Ly O 0- T LP Q CORPORATION'S TOWNSITE OF LARKINS, ACCORDING TO THE PLAT THEREOF RECORDED D
a, op Q - z 2 IN PLAT BOOK 2, AT PAGE 105, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA
0.5• CONC. CURB LP 23' LP = `n `n Q cn n- LESS THE WEST 15 FEET OF LOT 9, IN BLOCK 14 AND ALL OF THAT PART OF SAID w v MM
`�' ~' `, O Q Z Q LOT 9 WHICH LIES WITHIN THE EXTERNAL AREA FORMED BY A 25 FOOT RADIUS ARC N o' W
80.51' SECURITY O ELECT. BOX CONC. o v CONCAVE TO THE SOUTHEAST AND TANGENT TO THE EAST LINE OF THE WEST 15 FEET O �� ap o-
5.00' BOOTH 138.52' � V - v OF SAID LOT 9 AND TANGENT TO THE NORTH LINE OF SAID LOT 9 AND LESS THE 1 ' �
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J 5.00' CB MH CB 66.00 z U zz WEST 15 FEET OF LOT 10 IN BLOCK 14, AND ALL OF TEAT PART OF SAID LOT 10 O LO u-
a ® ® 3. MH LLI v WHICH LIES WITHIN THE EXTERNAL AREA FORMED BY A 25 FOOT RADIUS ARC, CONCAVE ® cY °
® 5.00' 6 P RKI G SPIACES p 3• Q- a o w
9 PAR ING PACE �` a, -! ® X N 10 TO 1 AND NORTHEAST,
TO TANGENT
THE SOUTH LINE OFSSAIDNLOTFI OHE WEST 15 FEET OF SAID LOT w
o I w 2 ST C.B.S. BLDG. r > g- w N W � F-
do ASPHALT I o 3.4' w �" N
n CB N 11.3 ' 5139 Q. FT.f ELECT. > i`
CONC. RADIUS= 25' ® Z � w Box 5.00' �
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DELTA=90°01 '13" Q, a d 21.80' "' �" 1M1'D. P.POLE `1' Q
2 0 0.8 7 z Z LP 6 4' Q LL
s1c PROPOSE
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+ � 1 .63 � — , 51 � v J
35 Y 81, _ \ �, RADIUS— 5 Q
27.6' J � Q O _
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FD. 5/8" IRON 4.5 FT. C.B.S. WALL 4.5 FT. C.B.S. WALL ; 20' —
ROD LB 6632 0.5 FT. Z 20.5'
CONC. 0 0 LP 31 SPACES 3 SPACES
o CURB " "' rn !
30.8' FD. PK NAIL & / •, _
ONC. FD. PK NAIL & ~ ON CONIC. CONC. - I
cv METAL POLE - STOP LB WAS ER 7 U)
E BRASS WASHER 23• ® S N GATE j Z
SIGN CONC. POLE CONC. POLE WD. POLE LID WM "� ,�
25. LB 87 TEL. RISER SIGN 20.0' ca 0/E M �--
TRAFFIC WD. P.POLE SIGN I SIGN o FH �M
W � w
C 6 FT. CONC. SIDEWALK 23 FT. DROP CURB WD. P.POLE SIGN FD. PK NAIL & Uq
SET 5/8" IRON PIN WV 25 FT. DR P CURB 32 FT. DROP CURB S 89°58'46" E 410.18'(M) Z 410.00'(R) CB 26 FT. DROP CURB 2 F� CONC. CURB CUTTER 30.8' DROP CURB O o LB 6632 632 WASHER � � �
& CAP LB #6632 Q z MH 0 ( ) �WV ( ) ° SAN. MH 0
O O SET PK NAIL & SAN. MH ® O Cn
ASPHALT BRASS WASHER O
LB 1201 _ z M Z
w LO
C-) S. , • • /O / H ST.• WV 25.00' FD. CUT NAIL
cu
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FD. CUT NAIL LO
_ SURVEYOR'S CERTIFICATE:
I HEREBY CERTIFY THAT: in the professional opinion of the undersigned IL
Professional Surveyor and Mapper in the State of Florida, the following
Boundary Survey meets the requirements of the Minimum Technical Standards DRAWN: J.G.
as set forth by the Florida Board of Professional Surveyors and Mappers in
W Chapter 61G17 (Transferred to 5J-17.050), Florida Administrative Code, CHECKED: P.J.A.
W pursuant to Section 472.027, Florida Statutes. Further, this certificate is
based on observations of field measurements performed on 12/13/2010 and SCALE' �„ = 20�
other information available to the undersigned at the time the services were
rendered.
�, LEGEND FIELD DATE: 12-13-10
Copies of this Boundary Survey are not valid without the seal and the original
R. = RECORD SAN. = SANITARY raised seal of a Florida licensed surveyor and mapper, said embossed copies JOB No. RP 10-775
3 M. = MEASURED CONC. = CONCRETE
TEL. = TELEPHONE C.L. = CHAIN LINK are for the specific use of those"entities that the Boundary Survey have been
0
C.B. = CATCH BASIN M.H. = MANHOLE
STY. = STORY W.V. = WATER VALVE certified to. `�
SHEET:
= CENTER LINE P. POLE = POWER POLE
FD. = FOUND F.H. = FIRE HYDRANT
Li C.B.S. = CONCRETE BLOCK STUCCO R/W = RIGHT OF WAY
N.T.S. = NOT TO SCALE WD. = WOOD
L.P. = LIGHT POLE 0 E = OVERHEAD ELECTRIC -------
Q P.B. = PLAT BOOK SQ. FT. = SQUARE FOOT PabI6 J:,�s,l
Pi-6fegsional+�U rveyor & Mgpper
q
State'1&4 Rorida Reg. N&5880
n OF 2 SHEET
�_, a