6129 SW 70 ST EB-11-080-001 BOUNDARvi SURVEY ;W 69TH ST.
N N
O O
3I I 50' 1 50' 1 51 ' 1 50' 1 50' 50' 1 50' 1 50' 20,
GRAPHIC SCALE 15 s
9 8 I 7 I C I 5 I 4 3 J 1.PR�5 1 1
20 0 10 20 40 80
,s
PA CEL N0. 3 05 PAR EL NO. 1 Q
( IN FEET ) N F 35' , 0`" b 2 1 Lo
I inch = 20 ft.
Do 10 I IS
' I �P'�"I 12 ( 1. 114 ( 15 16 ( 17 I18M 1
1 5 R
w ++ S. W. 6 9TH S T. FD. CUT NAIL FD. PK AIL & 0'
FD. CUT NAIL V.C.P. SAN. SEWER LINE S SAN. MH S 8" V.C.P. SCAN. SEWER LINE S c SAN. MH DISC LB 6632 M SW 70TH ST.
W W _ cW SW -- a — w 5 t
1 C4
SAN. MH OSAN. MH W 4� R/w ®MH 0 30 30 30 30
00 & DISC NAIL#87 0 V) M o
22 FT. DROP CURB N o I FD. PK NAIL & I 1 o I b 6 25'
FD. PK NAIL I C5 CB CB N CB DISC LB 87 z
32 PARCEL NO. 12
1
DISC #66 F 1 .8JL30' 30' 30' 30'�71
7 7_25.00' WATER METER 5 FT. .CON.C.. SIDEWALK S 89� 8 15 E 41 0.15 M 41 O.00 R �WM WD. P. POLE
E 77.83'T 87.83' U
ON 2' X 4' CONC. SLAB 6 FT. L. FE E f o 20 Ft�61 r
0 b a
FD. PK NAIL & 4.5 FT. C.B.S. WALL co 6 FT. C.L. FENCE `�
20' i ��C� co
BRASS WASHER 1 ;n PIPES NE CONC. 110' 19 �� 0�'
8
LB #87
FD.
CON G. P. P LE i 3 SPA ES 8 PARKING S ACE5 �P
CONC. BR WA HER
P. POLE LB 87 L
9 PAR ING PAC S 22 ARKI G SP CES ` o 18g�� 9 t
35.00 ` L.�_ b LP 77.7x' 87.7a'
J a I I I M 15 35. 17 10
RA IU 1 I
' PAVEMENT WIDTH Z AR = 9.2 6'
• n
z
DELTA=89*58'15 ASPHALT PAVING
® CB 34' PAVEMENT WIDTH L CATI C N MAP N.T.S.
V) ASPHALT - --
I > LP w LEGAL DESCRIPTION
a ci { w Q PARCEL 1:
t I I I —
LOTS 1, 2, 3, 16, 17 AND 18 IN BLO -K 14 OF REALTY SECURITIES CORPORATION'S
� < TOWNSITE OF LARKINS, ACCORDING T 1 THE PLAT THEREOF RECORDED IN PLAT BOOK
Q � ¢ PA KING SPACES V 2, AT PAGE 105, OF THE PUBLIC RE ORDS OF DADS COUNTY, FLORIDA; AND
19 PARKING S ACES U'
z
_ H PARCEL 2:
Q Q LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 18, ' 3, AND 20, IN BLOCK 1 OF LARKIN CENTER,
Q 23, I 0- ACCORDING TO THE PLAT THEREOF R _CORDED IN PLAT BOOK 27, AT PAGE 67, OF THE
—M LP
1n LP o 1rc LP LP LPXl WD. P.POLE PUBLIC RECORDS OF DADE COUNTY, LORIDA, LESS THE WEST 10 FEET OF LOTS 1,
18, 19 AND 20, BLOCK 1 AND EXTER JAL AREA FORMED BY A 25 FEET RADIUS ARC
U V
I CONCAVE TO THE SOUTHEAST, TANGS IT TO A LINE THAT IS 10 FEET EAST OF AND
PARALLEL TO THE WEST LINE OF SAI BLOCK 1 AND TANGENT TO THE NORTH LINE
3 in d CB D OF SAID BLOCK 1 IN SAID "LARKIN C NTER'.
PARKING SPACES 15 ARKI G SPACES
V ® PARCEL 3:
' CB I — Z Z LOT'S 4, 5, 6, 7, 8, 9, 10, 11, 12, 1: 14, AND 15, BLOCK 14, REALTY SECURITIES
Ne I'll
CORPORATION'S TOWNSITE OF LARKIN ;, ACCORDING TO THE PLAT THEREOF RECORDED
Q Q
64' IN PLAT BOOK 2, AT PAGE 105, OF HE PUBLIC RECORDS OF DADE COUNTY, FLORIDA
ry LESS THE WEST 15 FEET OF LOT 9, J BLOCK 14 AND ALL OF THAT PART OF SAID
N D LOT 9 WHICH LIES WITHIN THE EXTER JAL AREA FORMED BY A 25 FOOT RADIUS ARC
�-� m ,0 ASPHALT __ - ---- LP LP O CONCAVE TO THE SOUTHEAST AND I kNGENT TO THE EAST LINE OF THE WEST 15 FEET
v 0 < <� Q ' O OF SAID LOT 9 AND TANGENT TO TH - NORTH LINE OF SAID LOT 9 AND LESS THE
D WEST 15 FEET OF LOT 10 IN BLOCK 4, AND ALL OF THAT PART OF SAID LOT 10
O ,n I N lj �n -- WHICH LIES WITHIN THE EXTERNAL Al EA FORMED BY A 25 FOOT RADIUS ARC, CONCAVE
TO THE NORTHEAST, TANGENT TO T}, - EAST LINE OF THE WEST 15 FEET OF SAID LOT
r' 58.5' N 10 AND TANGENT TO THE SOUTH LIN OF SAID LOT 10.
N PA KING SPACES
`�' 3 P RKIN SPACES CONC %Z__, �71� s9.o' 15 ABBREVIATIONS
Uj
r-. o' t
___-! I (n w t'` \ R. _ RECORD SAN. = SANITARY
LLJ z V v ( n M. = MEASURED CONC. CONCRETE
z �J J TEL. = TELEPHONE C.L. = CHAIN LINK
co Y J w °O Q L C.B. = CATCH BASIN M.H. = MANHOLE
> i N E ECT. BOX d �� O STY. = STORY W.V. = WATER VALVE
16.0' t° N = CENTER LINE P. POLE = POWER POLE
Uj x -
9 P RKIN SPA ES � � / — CB V FD. = FOUND F.H. = FIRE HYDRANT
N �, J I 1 P RKIN SPA ES ® z
v Q 1 / N.T.S. = NOT TO SCALE OCK STUCC ' WD R/W == RIGHT WOOD OF WAY
I ! z I I I ` Q L.P. = LIGHT POLE 0/E = OVERHEAD ELECTRIC
W
0E I I I I I V) I 1 I I
��j n P.B. = PLAT BOOK SO. FT. = SQUARE FOOT
F Q 1&0 LW.3 Cn 1`7
o - ASPHALT T LN - Q LP O I SURVEYORS NOTES
I O U o a_ w 1) LANDS SHOWN HEREON WERE ABSTRAC' -D FOR EASEMENTS AND/OR RIGHT-OF-WAY
O v V Q `�... O OF RECORDS BY CHICAGO TITLE INSURA !CE CO. OFFICE FILE NO. LARKIN54
O m V z O EFFECTIVE DATE: 09/27/2006
61,.0' ° Y V)
O `n \ "' D z Q 2) THERE ARE NO ENCROACHMENTS ONTO -HE PROPERTY, EXCEPT AS SHOWN HEREON IF ANY.
O 2. CONC. C.1
9 PARKING SPACES $ P RKIN SP CES 2 SP CES PAD z Q 9 '� I" 3) NO ATTEMPT WAS MADE BY THIS FIRM 0 LOCATE UNDERGROUND FOOTINGS OF ADJACENT
CB O iL r LP q BUILDINGS OR WALLS OR FENCES, EXCE T AS SHOWN HEREON, IF ANY.
m 00 _
in in Q Q m CL 4) BEARINGS SHOWN HEREON ARE BASED N AN ASSUMED VALUE OF S 89'58'46' E
F0.5CONC- B�LP 23' LP r1 m �r o �. ? Q
SECURITY �ELECT. BOX CONC. ALONG THE CENT£RUN£ OF S.W. 70TH T.
5) FLOOD ZONE DATA: FEMA ZONE: X M< ' NO. 12025CO276
BOOTH w Z I SUFFlX: J , LAST REVISED MAP: 3/02/ 4 BASE FLOOD ELEVATION: N/A
CB MH CB 3. � MH V ii z 6) CURRENT ZONING CLASSIFICATION: H (H )SPITAL) MUNICIPALITY OF SOUTH MIAMI
® O ® 6 P RK1 G SP CES 3 <� CL I
I I 1 91 PARKING PACE I l �( JI U_ 7 UNDERGROUND UTILITIES SHOWN HEREOr BASED WAS-BUILT DRAWINGS PROVIDED
J \u ( ( °i \\ v t~� BY MIAMI-DADE WATER & SEWER. NO ( J-SITE INFORMATION PROVIDED.
Vi - I I I i I W r 2 STl'� C.B.S. LD G\ " I )
I �- - � t° 8 AS TO PARCEL 'A' LEGAL DESCRIPTION. THE LOTS CONTAINED THEREIN AND THE
000 ASPHALT ° 11.3 5139Q• FT.� 3 4 ELECT. )
M CB , ACCOMPANYING METES AND BOUNDS OF
JCRIPTION DEFINES THE BOUNDARIES OF A
w BOX CONTIGUOUS PARCEL WITHOUT GAPS, G RES, OVERLAPS OR HIATUSES.
P POLE RADIUS- 25' ASPHALT \ FIN.�R. E L E V.=13,3 4�, Q r CAN��m I a LP 9) AS TO PARCEL "B" LEGAL DESCRIPTION; THE LOTS CONTAINED THEREIN AND THE
ARC= 39.28 a � \ __ ACCOMPANYING METES AND BOUNDS DE ;CRIPTION DEFINES THE BOUNDARIES OF A
DELTA-9 0.O 1 '13" \ I J WD. P.POLE CONTIGUOUS PARCEL WITHOUT GAPS, G RES, OVERLAPS OR HIATUSES.
0 FYI CD 6 4'
z I z
o I LP 10) ELEVATIONS SHOWN HEREON ARE BASEL ON THE NATIONAL GEODETIC VERTICAL
SIG J \ \ ( < I DATUM OF 1929. BENCHMARK NO. SC-, MIAMI-DADE COUNTY, LOCATOR 4015,
6 ARK NG S ACE Q \ �_ _ I�
ELEV.-9.62 (NGVD)
5' PAR ING PACE I ° S
35 27.6' z SURVEYOR'S CERTIFICATION:
\
4.5 FT. C.B.S. WALL 20.5 f l —`
FD. 5/8" IRON 4.5 FT. C.B.S. WALL,' I � 20 I HEREBY CERTIFY THAT: IN THE PROFESSIONAL C 'INION OF THE
ROD LB 6632 _ I LP 3 SPA ES 3 SPACES UNDERSIGNED PROFESSIONAL SURVEYOR & MAPPE ' IN THE STATE OF
0.5 FT. p I FD. PK NAIL & FLORIDA, THE FOLLOWING BOUNDARY AND TOPOGR kPHIC SURVEY MEETS
`GONG. I p CONC,. U ! I 30.8' THE REQUIREMENTS OF THE MINIMUM TECHNICAL E FANDARDS AS SET
o CURB I 1 c� CONC. ° I i ! BRASS WASHER
STOP FORTH BY THE FLORIDA ADMINISTRATIVE CODE, PL RSUANT TO SECTION
I ONC. FD. PK NAIL & j J �G ®METAL POLE I i - S N GATE LB 87 472.027, FLORIDA STATUTES. FURTHER, THIS CER- FICATE IS BASED ON
E BRASS WASHER `23' LID WM 1 p P E FIELD MEASUREMENTS PERFORMED ON DATE NOTE HEREON AND OTHER
SIGN CONC. POLE CONC. POLE WD.°POLE SIGN 20.0' ®L - -.. ._.__ p/E
25. LB 87 TEL. RISER/ WM INFORMATION AVAILABLE TO THE UNDERSIGNED Al THE TIME THE
TRAFFIC U }SIGNLi SIGN a FH SERVICES WERE RENDERED.
� %. u WD. P.T�OLE 6 FT. CONC. SIDEWALK - 23 FT: DROP CURB VYD:. P.POLE _ _ _ _
-- = = — -
SIGN
C C ROY -- _ ---- -- — I FD. PK NAIL &
�j ,, r» + CB ' ! t. CONC. CURS & GUTTER { BRASS WASHER I COPIES OF THIS BOUNDARY AND TOPOGRAPHIC SL RVEY ARE NOT VALID
25 FT. DR P CURB 3,2 FT. DROP CURB 410.18'(M) g X26 FT. DROP CURB 30.8' DROP CURB
SET 5/8" IRON t'IN ' s WV `-�_i � S 89 58 4o E 4 1 0.00 (R) � o o LB 6632 WITHOUT THE SIGNATURE AND THE ORIGINAL RAISI D SEAL OF A FLORIDA
& CAP LB #6632 p A o }- �WV SAN. MH LICENSED SURVEYOR & MAPPER, SAID EMBOSSED :OPIES ARE FOR THE
MH - SAN. MH SPECIFIC USE OF THOSE ENTITIES THAT THE BOUT TARY AND SET PK NAIL &I O o BRASS WASHER
z TOP THIS AMAP BY OTHER THAN BEEN THE SIGNING PART :SI ITSO PROHIBITED DELETIONS
ASPHALT LB 1201 � WV I WITHOUT WRI ONSENT THE NING PART ' OR PARTIES.
- S. W. 707 H S T
_ _ 25.00' FD. CUT NAIL J.H. MANUC IN_X_
55' R/w r---
� FD. CUT NAIL
FD. CUT NAIL MATCH LINE - SEE SHEET 2 OF 2 -- - - -- ---
BERNABE A. HERNANDEZ
V i STATE OF FLORIDA
SURVEYOR & MAPPER NO. 0
�' ill ti THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. _ DATED THIS 30TH. DAY OF SEPTEMBER, 2009
BY LB #6632 1 PREPARED FOR: D JEI 3/07/97 SHEET
\ DRAWINGS AND SPECIFICATIONS AS R E V I S 1 N S
INSTRUMENTS OF SERVICE ARE AND {
SHALL REMAIN THE PROPERTY OF 3/19/97 ADD NAME TO CERTIFICATION, R/W WIDTHS & REVISE DESC. SB (®1 l 0 1! �NY� o DI 'AWN: S.B.
MANUCY & ASSOCIATES, WHETHER 3/31/97 RECERTIFY & REVIEW TITLE COMMITTMENT SB J.H. M \�` !1 �9� s ��� Larkin Community Hospitai, Inc.14�1 THE PROJECT FOR WHICH THEY ARE El CI '+ECKED: B.A,H, 1
MADE IS EXECUTED OR NOT. THEY 9/29/98 UPDATE, RECERTIFY & REVIEW TITLE COMMITTMENT W.O. #4.'658 SB ARE NOT TO BE USED 8Y OWNER Land Surveyors � Civil, Structural & Environmental Engineers ��� 2 SI .ALE: 1" = 20'
ON OTHER PROJECTS EXCEPT BY 11/02/98 RECERTIFY AND ADD NOTES 8 & 9 TO SHEET 2 OF 2 SB 4694 Palm Avenue 3 Suite 203 a� 6110 S.W. 69TH ST. MIAMI, FL.
AGREEMENT IN WRITING AND WITH 1/22/99 & 5/12/99 RECERTIFY ONLY 47946 & 48259 SB °° A`E�N' F ELD B❑OK. A 463-46
APPROPRIATE COMPENSATION TO I a i e F"1, Florida FI or I d a 3 0
MANUCY IA ASSOCIATES. 11/02/04 UPDATE, AND ADD TOPO TO PARKING LOT 105428 ss Tel: Y305) 821-1281 * Fax: (305) 825-1705 O[ 'DER NO,: 46077 ❑F Z SHEETS
10/25/06 UPDATE SURVEY - 107178 JG
9/30/09 UPDATE SURVEY - 108601 - SKETCH JG