7031 SW 62 AVE ERPB-10-015-002 a fl
BOuNDARY- C")URVEY — ;W 6977-1 ST. —
N N
35' S0' S0' S� 50' 50' 50' 50' 50' 20'
GRAPHIC SCALE 15,Ms ( 8 ( 6 5 ( 4 3 �PR���is I CC
20 0 10 20 40 80 J 2 I
.-- I I I I I l0 51� I I I
Z PA EL TO. 3 'S X05 PAR EL 0. 1 Q
( IN FEET ) 2 35' Z
1 inch = 20 ft. 's a 101 ( GUR�I E 8� OC��'A PB ( I
(n bo I
`'E12 1 Z 14 15 16 17 18 M I
I 15 VOL,'I I I I I
W. FD. CUT NAIL o'
S. V Y. 6 9 TH S T. FD. PK AIL &
W W FD. CUT NAIL W w Wig" V.C.P. SAN. SEWER LINE SAN. MH 8 V.C.P. SAN. SEWER LINE SAN. MH DISC LB 6632 I— 5' `
S S S— — S S— -5 --� — S- SW 70TH ST.
SAN. MH a_ OSAN. MH 4D' R�W ®MH o 5 — — —
p FD. PK NAIL
N
I o & DISC LB #87 O M O O I 30 30 30 30
FD. PK NAIL ON N co 22 FTV) CURB V) N ON FD. PK NAIL & I 1 02 3 4 50 6 25'
DISC #6632 CB CB CB DISC LB 87 Z �A CEL 0.0) I 11111111 16= __4 11111111
8 9" 8 1 °1 .8 f3op 30' 30' 30'R_t
25.00 WATER METER .6 .FT. CON.C.: SIDEWALK , . •S 1 5 E- 41 0. 5 M - 41 0.00 R z AM WL). P.. •POLE o 77.83' 87.63' U
7 o ON 2' X 4' CONC. SLAB - _
6 FT. L. FE E o Q .^r 20 7 1:
FD. PK NAIL & o' 1 4.5 FT. C.B.S. WALL c 6- A
BRASS WASHER I 4 FT. METAL 6 FT. C.L. FENCE
LB #87 FD. ui 19 ti 8
CONC. PIPES IN CONC. CON G. P. P LE 3 SPACES I10' n P� r
y P. POLE BR WA HER - LP w
8 PARKING S ACES '
LB 87 22 PARKING SP CES ' •� 9
35.00' 9 PAR ING ';PACE'S
LP ° 77.74 87.74'
' PAVEMENT WIDTH o R A I U = 5� M 15 35' 17 10
08.0' AR = 9. 0 6 ,�
Z � DELTA=89 58 15 ASPHALT PAVING
W 3 ASPHALT ® CB 34 PAVE ENT WIDTH LOCATION MAP N.T.S.
a
FL o; # LP w LEGAL DESCRIPTION
w w Q PARCEL 1:
J Q 0- LOTS 1, 2, 3, 16, 17 AND 18 IN BLO :K 14 OF REALTY SECURITIES CORPORATION'S
TOWNSITE OF LARKINS, ACCORDING T � THE PLAT THEREOF RECORDED IN PLAT BOOK
_ PA KING SPACES °- CD 2, AT PAGE 105, OF THE PUBLIC RE( ORDS OF DADE COUNTY, FLORIDA; AND
�r H 19 ARKI G S ACES M
Q 0 �
iR PARCEL 2:
LP 23' Q LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 18, ), AND 20, IN BLOCK 1 OF LARKIN CENTER,
EM zn Q- ACCORDING TO THE PLAT THEREOF R :CORDED IN PLAT BOOK 27, AT PAGE 67, OF THE
r� LP LP Lp WD. P..POLE PUBLIC RECORDS 'OF DADS COUNTY. LORIDA, LESS THE WEST 10 FEET OF LOTS 1,
18, 19 AND 20, BLOCK 1 AND EXTERNAL AREA FORMED BY A 25 FEET RADIUS ARC
U U CONCAVE TO THE SOUTHEAST, TANGS AT TO A LINE THAT IS 10 FEET EAST OF AND
Q Q I PARALLEL TO THE WEST LINE OF SAI , BLOCK 1 AND TANGENT TO THE NORTH LINE
PA KING SPACES a CB n- OF SAID BLOCK 1 IN SAID "LARKIN C INTER'.
15 ARKI G SPACES ® •
CB Q U 0 PARCEL 3:
3 V) Z Z LOTS 4, 5, 6, 7, 8, 9, 10, 11, 12, 1:. 14, AND 15, BLOCK 14, REALTY SECURITIES
Q Q 6 4' CORPORATION'S TOWNSITE OF LARKIN ACCORDING TO THE PLAT THEREOF RECORDED
IN PLAT BOOK 2, AT PAGE 105, OF HE PUBLIC RECORDS OF DADE COUNTY, FLORIDA
M - Z a LESS THE WEST 15 FEET OF LOT 9, J BLOCK 14 AND ALL OF THAT PART OF SAID
0. d o ASPHALT Y LP LP v LOT 9 WHICH LIES WITHIN THE EXTER JAL AREA FORMED BY A 25 FOOT RADIUS ARC
�- Q # 0 CONCAVE TO THE SOUTHEAST AND TANGENT TO THE EAST LINE OF THE WEST 15 FEET
3 U 16.0 a O OF SAID LOT 9 AND TANGENT TO TH : NORTH LINE OF SAID LOT 9 AND LESS THE
LO WEST 15.FEET OF LOT 10 IN BLOCK 4, AND ALL OF THAT PART OF SAID LOT 10
N WHICH LIES WITHIN THE EXTERNAL At EA FORMED BY A 25 FOOT RADIUS ARC, CONCAVE
58.5' N TO THE NORTHEAST, TANGENT TO TH : EAST LINE OF THE WEST 15 FEET OF SAID LOT
N PA KING SPACES
I 10 AND TANGENT TO THE SOUTH LIN . OF SAID LOT 10.
N
�W 3 PARKIN( SPACES coNC 59.0' ,5 Q ABBREVIATIONS
z In I` R. = RECORD SAN. = SANITARY
00 J a w _ U Uj Z 00 `?: M. = MEASURED CONC. = CONCRETE
v J TEL = TELEPHONE C.L. = CHAIN LINK
w ►� N E ECT. BOX d C.B. = CATCH BASIN M.H. = MANHOLE
O STY. = STORY W.V. = WATER VALVE
9 P RKIN SPA ES I- 16.0' CB U d N cj- q = CENTER LINE P. POLE = POWER POLE
a 1 PARKING SPACES z FD. = FOUND F.H. = FIRE HYDRANT
C.B.S. = CONCRETE BLOCK STUCC R/W = RIGHT OF WAY
U d ® Q to N.T.S.P = NOT TO SCALE WD. = WOOD
rN LLJ Q N a LP. = UGH POLE 0/E OVERHEAD ELECTRIC
1 .�J N 3 a 16.0 W �f- P.B. = PLAT BOOK SQ. FT. = SQUARE FOOT
0O Vi b ASPHALT L0 V) U �
Q LP C:)
I SURVEYORS NOTES
O a U U 0 1) LANDS SHOWN HEREON WERE ABSTRACT D FOR EASEMENTS AND/OR RIGHT-OF-WAY
z Q OF RECORDS BY CHICAGO TITLE INSURA 'CE CO. OFFICE FILE NO. LARKIN54
Lo O O' Q Z Y V) EFFECTIVE DATE: 09/27/2006
9 PARKING SPA ES coNC.3 J Q C9 � 2) THERE ARE NO ENCROACHMENTS ONTO NE PROPERTY, EXCEPT AS SHOWN HEREON IF ANY.
Z 8 P RKIN SPACES 2 SP CES 2. , PAD �? Y 9 J 3) NO ATTEMPT WAS MADE BY THIS_FlRM 0 LOCATE UNDERGROUND FOOTINGS OF ADJACENT
z Q
CB 23' � D CL Q ,)')c LP = BUILDINGS OR WALLS OR FENCES, EXCEI T AS SHOWN HEREON, IF ANY.
FM , y
0.5' CONC. CURB -LP LP ,� •Q co 4) BEARINGS SHOWN HEREON ARE BASED { N AN ASSUMED VALUE OF S 89'58'46" E
p 3. = Q ALONG THE CENTERLINE OF S.W. 70TH ' T.
SECURITY p ELECT. BOX CONC. L 5) FLOOD ZONE DATA: FEMA ZONE: X MI ) NO. 12025CO276
BOOTH v I SUFFIX: J , LAST REVISED MAP: 3/02/ 4 BASE FLOOD ELEVATION: N/A
CB MH CB z U c.� p
® ® 6 P RKI G SPACES 3• ' 3• L MH a p 6) CURRENT ZONING CLASSIFICATION: H (H )SPITAL) MUNICIPALITY OF SOUTH MIAMI
9 PAR ING PACE 0 0 ~
V) 0) v� ' �j U_ 7) UNDERGROUND UTILITIES SHOWN HEREOF. BASED ON AS-BUILT DRAWINGS PROVIDED
m o Z 2 ST C.B.S. LDG. r d' N BY MIAMI-DADE WATER & SEWER. NO ( I-SITE INFORMATION PROVIDED.
CO ASPHALT .4' . 't `° 8 AS TO PARCEL "A" LEGAL DESCRIPTION: THE LOTS CONTAINED THEREIN AND THE
' � CB Iv 11.3 5139 Q. FT.f � ELECT. )
CONC. RADIUS— 25 ® ° W BOX ACCOMPANYING METES AND BOUNDS DE �CRIPTION DEFINES THE BOUNDARIES OF A
P.POL ASPHALT Y CONTIGUOUS PARCEL WITHOUT GAPS, Gc RES, OVERLAPS OR HIATUSES.
FIN. R. EL .=13.34 Q
ARC= 39.28 n¢ CONC: O_. LP 9) AS TO PARCEL "B" LEGAL DESCRIPTION; THE LOTS CONTAINED THEREIN AND THE
DELTA=9 0°01 '13 ` ) ACCOMPANYING METES AND BOUNDS DE ?CRIPTION DEFINES THE BOUNDARIES OF A
o a. WD. P.POLE CONTIGUOUS PARCEL WITHOUT GAPS, G, RES. OVERLAPS OR HIATUSES.
r� z
z � 64
SIG Z # LP 10) ELEVATIONS SHOWN HEREON ARE BASE r ON THE NATIONAL GEODETIC VERTICAL
y 00 a DATUM OF 1929. BENCHMARK NO. SC-: 4 MIAMI-DADE COUNTY, LOCATOR 4015,
:19 5 PAR ING PACE 6 ARK NG S ACE a N ELEV.=ssz (NCVO)
35 27.6' z 8.1' SIG
FD. 5/8° IRON 4.5 FT. C.B.S. WALL 4.5 FT. C.B.S. WALL 61.1' SURVEYORS CERTIFICATION:
� ROD LB 6632 0.5 FT. 2q.5 20' 1 HEREBY CERTIFY THAT: IN THE PROFESSIONAL C'INION OF THE
LU
CONC. �' p LP 3 SPA ES 3 SPA ES UNDERSIGNED PROFESSIONAL SURVEYOR & MAPPE ; IN THE STATE OF
I o CURB C3 CONC. CONC. 30 g' FD. PK NAIL &. FLORIDA, THE FOLLOWING BOUNDARY AND TOPOGR \PRIG SURVEY MEETS
ONO. FD. PK NAIL & STOP BRASS WAS ER THE REQUIREMENTS OF THE MINIMUM TECHNICAL _ rANDARDS AS SET
N E BRASS WASHER 23' ®METAL POLE LB 87 FORTH BY THE FLORIDA ADMINISTRATIVE CODE, PL ZSUANT TO SECTION
�5 SIGN B 87 CONC. POLE TEL. RISER CONC. POLE WD. POLE LID WM SIGN 20.0': S N GATE yyp P P E 472.027, FLORIDA STATUTES. FURTHER, THIS CERI FICATE IS BASED ON
FIELD MEASUREMENTS PERFORMED ON DATE NOTE HEREON AND OTHER
TRAFFIC WD.•P.POLE SIGN. SIGN' o FH WM 0 E INFORMATION AVAILABLE TO THE'UNDERSIGNED Al' THE TIME THE
C Rnx 6 FT-. .CONC. SIDEWALK 23 FT. DROP. CURB WD:. R.ROLE SERVICES WERE RENDERED.
SIGN
I FD. PK NAIL & I
SET 5/8" IRON PIN ' 25 FT. DR P CURB 32 FT. DROP CURB ' " ' CB 26 FT. DROP CURB 2 FT. CONC. CURB & GUTTER 30.8' DROP CURB BRASS WASHER COPIES OF THIS BOUNDARY AND TOPOGRAPHIC SL �VEY ARE NOT VALID
S 89 58 46 E 410.18'(M) i 410.00'(R) p LB 6632 WITHOUT THE SIGNATURE AND THE ORIGINAL RAISI D SEAL OF A FLORIDA -
& CAP LB #6632 p g o ` O o
o MH WV o SAN. MH r� LICENSED SURVEYOR & MAPPER, SAID EMBOSSED :OPIES ARE FOR THE Y
p O SET PK NAIL & SAN. MH 3 0 O I SPECIFIC USE OF THOSE ENTITIES THAT THE BOUN )ARY AND
M BRASS WASHER 0 TOPOGRAPHIC SURVEY HAS BEEN CERTIFIED TO. A )DITIONS OR DELETIONS
ASPHALT LB 1201 W. w I TO THIS MAP BY OTHER THAN THE SIGNING PARTI 'S IS PROHIBITED
S. Y Y. 70TH S T: w FD. CUT NAIL WITHOUT WRI ONSENT THE NING PAR1 ' OR PARTIES.
_ _ > — 25.00
FD. CUT NAIL 55, R/W FD. CUT NAIL J.H. MANUC IN
LO
MATCH LINE — SEE SHEET 2 OF 2 BY: _--
BERNABE A. HERNANDEZ
SURVEYOR & MAPPER NO. 2905
STATE OF FLORIDA
THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE, DATED THIS 30TH. DAY OF SEPTEMBER, 2009
DRAWINGS AND SPECIFICATIONS AS R E V I S I ❑ N S BY LB #6632 PREPARED FOR: DI ,TE: 3/07/97 SHEET
INSTRUMENTS OF SERVICE ARE AND
SHALL REMAIN THE PROPERTY OF 3/19/97 ADD NAME TO CERTIFICATION, R/W WIDTHS & REVISE DESC. SB DI 'AWN-- S.B.
MANUCY & ASSOCIATES, WHETHER 3/31/97 RECERTIFY & REVIEW TITLE COMMITTMENT SB J.H. MANUCY, INC. ® l�l� 0 BOO �'a��� o Larkiln ® munit Hos ital once CI IECKEDI B,A,H.
THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY g/29/98 UPDATE, RECERTIFY & REVIEW TITLE COMMITTMENT W.O. #47658 SB
ARE NOT TO BE USED BY OWNER vEgs Sr ALE-- 1'" = 20'
ON OTHER PROJECTS EXCEPT BY 11/02/98 RECERTIFY AND ADD NOTES 8 & 9 TO SHEET 2 OF 2 SB Land Surveyors / Civil, Structural & Environmental Engineers 06 6110 S.W. 69TH ST. MIAMI, FL.
AGREEMENT IN WRITING AND WITH �k ,9 bg32
1/22/99 4694 Palm Avenue Suite 203 F' ELD B❑❑K-- A 463-46
APPROPRIATE COMPENSATION TO & 5/12/99 RECERTIFY ONLY 47946 & 48259 SB "�E�"•
MANUCY & ASSOCIATES. sale h, Florida 33012 �F 2 SHEETS
11/02/04 UPDATE, AND ADD TOPO TO PARKING LOT 105428 SB Tel: Y305) 821-1281 * Fax: (305) 825-1705 IFN= ❑I '.DER N❑,-- 46077
10/25/06 UPDATE SURVEY - 107178 JG
9/30/09 UPDATE SURVEY - 108601 - SKETCH JG