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6129 SW 70 ST EB-10-060-001 0zV 3'Jv 7o 5 + BOUNDARY SURVEY 9TH ST 50' a' 5� 50' 50 ' S0' 1 50' I 50 ' GRAPHIC SCALE 20 D ,D 20 4 OY UPI I; 20' I z PA CEL N0. 3 rc_yo�i,\05 PARCEL N0. 1 ( IN FEET 1 inch = 20 ft. ----- ------ ---- 3 0 101 1 6 ORTEB 014 P$ I I I io Ln _ G \ I t9 I 11.T,5 12 I 1,' I 14 I 15 16 1 17 I 18^ I R �/�� FD. CUT NAIL FD. PK AIL k 5' o' FD. CUT NAIL w S, W. 69 TH ST. 8" V.C.P. SAN. SEWER LWL \ � W 8" V.C.P. SAN. SEWER LINE SAN. MH DISC LB 6632 5 W-- -W SW < Ste- S -- S- -� SAN. MH 9 SAN. MH a _ ?W 70TH SL _ FD PK NAIL SAN MH 4O R/VV MEL 5 o & DISC LB /je7 0 "' 0 0 O p 311 so 1 30 36 ED- PK NAIL ON N In O N V1 p l 1 I I I V I 25' DISC 66PLB CB CB 22 FL DROP CURB --- - N FD. PK NAIL & M CB DISC LB 87 1 �°2 3 4 5b 6 .6 PARCEL 10' NO. I2 WATER METER 6 F T. CONC. SIDEWALK 691VN1 F yY'77. 30' 30' 30' 71 - S 89°"�8 15 410.15 ( M 410.00 R �WD P. POLE 0 7,.a3' I e,e, ON 2' X 4' CONIC. SLAB \ 6 FT. C.L. FENCE *� --_�- "' e o a FD. PK NAIL & 4.5 FT. C.B.S. WALL j 16 _ x . .L. FE E S 20 761BRASS WASHER 4 FT. METAL \LB #A7 PIPES IN CONC.CONC. CON P. P LE ,o' � 0 8 �'P. POLE wA HER 3 SPA�ES 8 ARKI. G S ACES �P�t - �35.00' 9 PAR ING PAC S 22 ARKI G SP CES 0P 1gg� 9 _ LP O a 77 7t' 87.74'0 PAVEMFNT WIDTH RA IU = 5 ,1 15 17 10 B.o ARC- 9. 6' 0 35' O N Q DELTA=8958'15" ASPHALT PAVING C 2 3 ASPHALT ®CB 34' PAVE ENT WDTH LOCATIC N MAP N.T.J. Q LP w LEGAL DESCRIPTION PARCEL 1: i J LOTS 1, 2, 3. 16. 17 AND I8 IN BLG K 14 OF REALTY SECURITIES CORPORATION'S Q PARKING SPACES jI a TOWNSITE OF LARKINS. ACCORDING 1 • THE PLAT THEREOF RECORDED IN PLAT BOOK a 19 ARKI G SPACES � 2• AT PAGE 105• OF THE PUBLIC RE ORDS OF DADE COUNTY, FLORIDA; AND Q C H Z PARCEL. 2: u ®CB ,n 0 LP 23' L --- Q LOTS 1, 2., 3, 4, 5, 6, 7, 8, 9. 18, ). AND 20, IN BLOCK 1 OF LARKIN CENTER, ^ ° >� LP LP - CL ACCORDING TO THE PLAT THEREOF f CORDED IN PLAT BOOK 27, AT PAGE 67, OF THE ^ _. -LPX�X WD. P.POLE PUBLIC RECORDS OF DADE COUNTY, LORIDA, LESS THE WEST 10 FEET OF LOTS 1, w ---w - 18, 19 AND 20, BLOCK 1 AND EXTEF, JAL AREA FORMED BY A 25 FEET RADIUS ARC U U CONCAVE TO THE SOUTHEAST, TANG!JT TO A LINE THAT IS 10 FEET EAST OF AND 1 PA FKING S PA S Q Q I PARALLEL TO THE WEST LINE OF SAI BLOCK 1 AND TANGENT TO THE NORTH LINE 15 JARKI SPACES J ---u ® E4 OF SAID BLOCK 1 IN SAID -LARKIN C NTER_- CB a 0 U PARCEL 3: LOTS 4, 5, 6, 7, S. 9. 10, 11, 12, 1, 14, AND 15, BLOCK 14, REALTY SECURITIES E - CORPORATION'S TOWNSITE OF LARKIN,• ACCORDING TO THE PLAT THEREOF RECORDED Q Q 6 4 IN PLAT BOOK 2, AT PAGE 105, OF HE PUBLIC RECORDS OF DADE COUNTY, FLORIDA o ASPHALT 111 ;! - d OL LESS THE WEST 15 FEET OF LOT 9. J BLOCK 14 AND ALL OF THAT PART OF SAID 6.0 /.._I iJ Y 11 1�----- -- - _.-_p_ LP LP LOT 9 WHICH LIES WTHIN THE EXTFk JAL AREA FORMED BY A 25 FOOT RADIUS ARC O 'O ne O CONCAVE TO THE SOUTHEAST AND TANGENT TO THE EAST LINE OF THE WEST 15 FEET O n O OF SAID LOT 9 AND TANGENT TO TN NORTH LINE OF SAID LOT 9 AND LESS THE � _ i(T (� �/WEST 15 FEET OF LOT 10 IN BLOCK 4, AND ALL OF THAT PART OF SAID LOT 10 WHICH LIES WITHIN THE EXTERNAL AI`_A FORMED BY A 25 FOOT RADIUS ARC, CONCAVE 1 N 1 TO THE NORTHEAST, TANGENT TO TF EAST LINE OF THE WEST 15 FEET OF SAID LOT W' • , nl PA KING SPA IS I L lI 58.5' CV ( 10 AND TANGENT TO THE SOUTH LIN OF SAID LOT 10. W 13 PARKIN SPACES �c on o Z i ;1- - -- -- ABBREVIATIONS w CC) ' --- - �L_.__-____. -_-- V) R. - RECORD SAN. = SANITARY 4 a Ed m _ -_�_-1 1 ' - -- I (f U 0i 00 /� � M_ = MEASURED CONC_ - CONCRETE \ 3 ti I \ �+ J T.EL- = TELEPHONE C L = CHAIN LINK Q S Lf� w x 1 LLLEC`. HOX 4 I� �` _ C-B. CATCH BASIN M.H. = MANHOLE S CV O I, 1 �IJ,t N O STY. - STORY WV WATER VALVE N 9 PA SPA ES 6.O _L// <} = CENTER LINE P. POLE = POWER POLE 1 PARKIN SPA ES -- -- CB FDL = V I ( Z C.B.S CONCRETE BLOCK STUCC R/W RIGHT OF WAY 4 N.TS- = NOT TO SCALE WD. = WOOD (^ Q I I V) d. L.P. LIGHT POLE O/E OVERHEAD ELECTRIC d � P.B. - PLAT BOOK S0. FT. = SQUARE FOOT LIJ 0 ° ASPHALT �E 0 v1 °O 2 a_ - N - LP V) o �I SURVEYOR'S NOTES P - a '� w o ___ U U I 1) LANDS SHOWN HEREON WERE ABSTRAC- D FOR EASEMENTS AND/OR RIGHT-OF-WAY Q OF RECORDS BY CHICAGO TITLE INSURA CE CO. OFFICE FILE NO LARKIN54 V) CD I/j//'/i 61.0• $ ` 7 Nr N EFFECTIVE DATE: 09/27/2006 9 P RKIN SPA ES 2 SP CES 2. CONC.. -�- Q 0 In 2) THERE ARE NO ENCROACHMENTS ONTO HE PROPERTY, EXCEPT AS SHOWN HEREON IF ANY. Z 8 P RKIN SP�CES / nD a CB /i� z Q ^ Y 9. J 3) NO ATTEMPT WAS MADE BY THIS FIRM )LOCATE UNDERGROUND FOOTINGS OF ADJACENT ��� m O O CL LP Q BUILDINGS OR WALLS OR FENCES. EXCE T AS SHOWN HEREON, IF ANY. 0.5' CONC. CURB�-LP 23 T}LP K - DO y O I < m N 4) BEARINGS SHOWN HEREON ARE BASED V AN ASSUMED VALUE OF S 8958'46 E SECURITY ❑ELECT. BOX Y CONC. F-- O 3. Q ALONG THE CENTERLINE OF S.W 70TH BOOTH o v CB MH V) (n 5) FLOOD ZONE DATA: FEMA ZONE: X M/ ' NO 12025CO276 1 -' CB z �_-_ - U v Z 1 SUFFIX: J, LAST REVISED MAP: 3/02/ 4 BASE FLOOD ELEVATION: N/A 3 © © 6 P RKI G SP CES 3. ' 3.4� ° 9 PAR ING PAGE \ J 0 H 0. O V 6) CURRENT ZONING CLASSIFICATION: H(F ISPITAL)MUNICIPALITY OF SOUTH MIAMI �d^ v V) (n Tn I °� O1 v 7) UNDERGROUND UTILITIES SHOWN HEREOt BASED ON AS-BUILT DRAWINGS PROVIDED w m 2 STY. C.B.S. BLDG. ^ O ASPHALT o t - _ _ __ BY MIAMI-DADE WATER &SEWER. NO( 4-SITE INFORMATION PROVIDED. CB N 11.39' 5139 (.). FT,} 3.4 Ft FCT tO 8) AS TO PARCEL-A- LEGAL DESCRIPTION THE LOTS CONTAINED THEREIN AND THE CONC. RADIUS= 25' ® z �I HOX ACCOMPANYING METES AND BOUNDS DE .CRIPTION DEFINES THE BOUNDARIES OF A P.POLE ASPHALT - x -<t--- - - CONTIGUOUS PARCEL WTHOUT GAPS, G RES, OVERLAPS OR HIATUSES ARC= 39.28' a F IN. L P. CLEV.=13.;34 (. 1 ON< 1 a LP WD. P.POLE 9) AS TO PARCEL"B- LEGAL DESCRIPTION THE LOTS CONTAINED THEREIN AND THE DELTA=90 01'1 3" O w ( 4�� -- �- ACCOMPANYING METES AND BOUNDS DE -CRIPTION DEFINES THE BOUNDARIES OF A -- - -- - z n al I C9 7 6 4' CONTIGUOUS PARCEL N1IHOUT GAPS, G RES,OVERLAPS OR HIATUSES. SIG J r I w I_ __ _. LP 10) ELEVATIONS SHOWN HEREON ARE BASF ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. BENCHMARK NO. SC- I MIAMI-DADE COUNTY, LOCATOR 4015, 35 5 PAR LNG PACE 6 ARK NG S ACE 3 i �� a MII ELEV-=9.62(NGVD) 27.6' z 8.1' �.- �) - BIG FD. 5/8 IRON 4.s Fr c.e.s. WALL 51.1' + SURVEYOR'S CERTIFICATION: 4.5 FT. C.B.S. WALL ROD LB 6632 I HEREBY CERTIFY THAT IN THE PROFESSIONAL C 'INION OF THE 3 0.5 FT. I � 20 CONIC. '^ 31 SPACES UNDERSIGNED PROFESSIONAL SURVEYOR & MAPPE IN THE STATE OF - CURB O \ �. 1 -F - -- 3 SPA S FD. PK NAIL & O C )i'V ! FLORIDA, THE FOLLOWING BOUNDARY AND TOPOGF ,PHIC SURVEY MEETS 1 ONC FD PK NAIL k v CONIC m T 30.8' BRASS WASHER THE REQUIREMENTS OF THE MINIMUM TECHNICAL 1 rANDARDS AS SET �+ METAL POLE �_- -_,�-_1 _-T S.DP LB 87 FORTH BY THE FLORIDA ADMINISTRATIVE CODE, PL 2SUANT TO SECTION LF. E BRASS WASHER CONIC. POLE 23 SIGN u U TE�RIP POLE 6 FT CONIC. SIDEWALK I SIGN) 23 FT. DROP CURB { + F i - 'o�' 1 - - S N GATE - -- ?P..P FIELD FLORIDA MEASUREMENTS PERFORMED ON DATE OT FIC RE IS BASED ON 25. LB 87 CONIC. POLE WD. POLE WMo x------- TRAFFIC JIGN o 0 FIELD NOTE HEREON AND OTHER C S 89'58'46" E 41 Z ---__I- - -� 15 F T r,ROF' CURft - -- 308' DROP CURB I FD. PK NAIL & I COPIESFO WERE H15 BOUNDARY DEO THE UNDERSIGNED A` THE TIME THE INFORMATION AVAILABLE- WD P POLE SIGN SET 5/8� IRON PIN 25 FT. DR P CURB 32 FT. DROP CURB / c-H 2 F TFONC. CURB & GUTTFR BRASS WASHER ITV) & CAP LB //6632 I OO z MH 0 0.1 8 M) \41�-�O `R) Lr i O LB 6632 D TOPOGRAPHIC St 2VEY ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RATS' -) SEAL OF A FLORIDA 0 SET PK NAIL & WV ,AN MH SAN. MH I LICENSED SURVEYOR & MAPPER, SAID EMBOSSED .OPIES ARE FOR THE BRASS WASHER /� `� TOPOGRAPHIC SURVEY HAS BEEN CERTIFIED TO. A IDITIONS OR DELETIONS O ASPHALT 0 ,_ 0 O SPECIFIC USE OF THOSE ENTITIES THAT THE BOUS )ARY AND LB 1201 ^• 7� TH ^ T 1 TO THIS MAP BY OTHER THAN THE SIGNING PART S IS PROHIBITED �`J / S /J• T � FD. CUT NAIL WI THOUT WRIT ONSENT THE NING PAR-1 ' OR PARTIES. _ 25.00' 2 J.H. MANUC IN FD. cur NAIL 55' RIW ED CUT NAIL MATCH LINE - SEE SHEET 2 OF 2 ev: BERNABE A. HERNANDEZ SURVEYOR k MAPPER NO. 2905 THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. STATE OF FLORIDA DATED THIS 30TH. DAY OF SEPTEMBER, 2001 DRAWINGS AND SPECIFICATIONS As R E V I S 1 N S BY - LB #663 d SJc PREPARED FOR: INSTRUMENTS DE SERVICE ARE AND D, .TE: 3/07/97 SHEET SHALL REMAIN THE PROPERTY OF 3/19/97 ADD NAME TO CERTIFICATION, R/W WIDTHS & REVISE DESC. SIR 1 I ! J MANUCY& ASSOCIATES. WHETHER ' 4 3/31/97 RECERTIFY k REVIEW TITLE COMMITTMENT SB L J.H. MANUCY INC. + kl ,,r AWNS S.B. THE PROJECT FOR WHICH THEY ARE / / / \\`` I A� Larkin Community Hospital, Inc. CKEDI S B.A.H. MADE IS EXECUTED OR NOT. THEY •'� 9 29 98 UPDATE, RECERTIFY & REVIEW TITLE COMMITTMENT W.O. 47658 SB -- C'iE ARE NOT TO BE USED BY OWNER ---- ---- -- --.- � r1 ,r"`-�.•�e r �Y 1 ON OTHER PROJECTS EXCEPT ev 11/02/98 RECERTIFY AND ADD NOTES 8 & 9 TO SHEET 2 OF 2 SB Land Surveyors / Civil, Structural & Environmental Engineers it I iI !' t�NN\ ' AGREEMENT IN WRITING AND WITH 4694 Palm Avenue * Suite 2.03 /J �� - 6110 S ALE: 1' = 20' APPROPRIATE COMPENSATION To 1/22/99 & 5/12/99 RECERTIFY ONLY 47946 & 48259 SB -,.n• " S.W. 6 9TH S T. MIAMI, F L. sale h, Florida 33012 I - I F `=LD BOOK: A 463-46 MANUCY& ASSOCIATES. 11/02/04 UPDATE, AND ADD TORO TO PARKING LOT 105428 SO Tel: 305) 821-1281 * Fax: (305) 925-1 /05 I ( 31 ---- - � -- ---- ---- Ill DER N❑.: 46077 2 SHEETS 10/25/06 UPDATE SURVEY - 107178 JG 9/30/09 UPDATE SURVEY - 108601 - SKETCH JIG