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Home My WebLink About2022-055-3768_-_Calder_Special_Exception_-_Adopted_-_Pdf_Page_01DocuSign Envelope ID: 2AA6D3A1-7686-4457-B345-9A8C5140CA8B RESOLUTION NO. 2022-055-3768 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MIAMI GARDENS, FLORIDA, APPROVING THE SPECIAL EXCEPTION APPLICATION SUBMITTED BY ALAN KRISCHER ON BEHALF OF CALDER RACE COURSE, INC. FOR A PORTION OF THAT CERTAIN PROPERTY LOCATED AT 21001 NW 27TH AVENUE, MORE PARTICULARLY DESCRIBED IN EXHIBIT "A" ATTACHED HERETO, TO PERMIT WAREHOUSE, DISTRIBUTION, LIGHT PRODUCTION, LIGHT ASSEMBLY, LABORATORY, RADIO AND TV STUDIO, MUSIC PRODUCTION AND MOVIE STUDIO USE SUBJECT TO CERTAIN CONDITIONS; ACCEPTING AND APPROVING THAT CERTAIN DECLARATION OF RESTRICTIONS, A COPY OF WHICH IS ATTACHED HERETO AS EXHIBIT "C" AND "D"; PROVIDING FOR THE ADOPTION OF REPRESENTATIONS; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, Alan Krischer on behalf of Calder Race Course, Inc. ("Applicant') has filed an application for special exception approval to permit warehouse, distribution, light production, light assembly, laboratory, radio and tv production and movie studio use on the property located at 21001 NW 27th avenue ("subject property"), which is currently zoned Entertainment Overlay ("EO"), and WHEREAS, Calder Casino, has been operating as a horse racing track with stables and a casino for the past several decades on the property, and WHEREAS, changes to the state wagering laws have enabled Calder Casino to separate its casino operations such as slot machines and card rooms from its live horse racing operations, and WHEREAS, Calder Casino now wants to redevelop approximately 115.7 acres of land and transform it from horse a racing track to a Class A warehouse and distribution center, and WHEREAS, to come into compliance with the City Code of Ordinances and legalize the use, the Applicant must obtain Special Exception approval for Warehouse, Distribution, Light Production and Light Assembly uses within the Entertainment Overlay district pursuant to Section 34-48(g) of the City Code of Ordinances, and WHEREAS, as part of the application, the Applicant has proferred a Declaration of Restrictions, a copy of which is attached hereto as Exhibit "C", and WHEREAS, as part of the application the Applicant has proferred a Declaration of Restrictive Covenant for the remainder parcel, a copy of which is attached hereto as Exhibit "D", and DocuSign Envelope ID: 2AA6D3A1-76B6-4457-B345-9A8C5140CA8B WHEREAS, the City Council considered the testimony of the Applicant, if any, and the Staff Report attached hereto as Exhibit "B" and incorporated by reference, and WHEREAS, City Staff recommends the City Council approve the Special Exception application for Warehouse, Distribution, Light Production and Light Assembly uses at the subject property, NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MIAMI GARDENS, FLORIDA AS FOLLOWS: Section 1: ADOPTION OF REPRESENTATIONS: The foregoing Whereas paragraphs are hereby ratified and confirmed as being true, and the same are hereby made a specific part of this Resolution. Section 2: AUTHORIZATION: The City Council of the City of Miami Gardens hereby approves the Special Exception application for that certain property located at 21001 NW 27th avenue, more particularly described in Exhibit "A" attached hereto, permitting Warehouse, Distribution, Light Production and Light Assembly uses. This approval is subject to the Declaration of Restrictive Covenant attached hereto as Exhibit "C" and "D", respectively. Section 3: EFFECTIVE DATE: This Resolution shall take effect immediately upon its final passage. PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF MIAMI GARDENS AT ITS REGULAR MEETING HELD ON APRIL 27, 2022. DocuSigned by: 4i4� B912A2EF5FQC4FD RODNEY HARRIS, MAYOR ATTEST: DocuSigned by: I— /�'& C4408C142F1C48B___ MARIO BATAILLE, CMC, CITY CLERK PREPARED BY: SONJA KNIGHTON DICKENS, CITY ATTORNEY SPONSORED BY: CAMERON BENSON, CITY MANAGER Moved by: Councilman Stephens Seconded by: Councilwoman Campbell Page 2 of 49 DocuSign Envelope ID: 2AA6D3A1-7686-4457-B345-9A8C5140CA8B Mayor Harris Vice Mayor Leon Councilwoman Campbell Councilwoman Ighodaro Councilwoman Julien Councilman Stephens, 111 Councilwoman Wilson Page 3 of 49 Yes Absent Yes Yes Yes Yes Yes DocuSign Envelope ID: 2AA6D3A1-7686-4457-B345-9A8C5140CA8B EXHIBIT "A" EXECUTION VERSION LEGAL DESCRIPTION OF THE TRANSFERRED PROPERTY A PARCEL OF LAND BEING A PORTION OF TRACT "A", CALDER RACE COURSE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 168, PAGE 57 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST NORTHERNMOST NORTHWEST CORNER OF SAID TRACT "A"; THENCE NORTH 88018'38" EAST, A DISTANCE OF 3,244.93 FEET, TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE SOUTHWEST; THENCE EASTERLY, SOUTHEASTERLY, AND SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF 89047'37" AND A RADIUS OF 50.00 FEET FOR AN ARC DISTANCE OF 78.36 FEET TO A POINT OF TANGENCY; THENCE SOUTH 01053'45" EAST ALONG A LINE TANGENT TO THE LAST DESCRIBED CURVE, A DISTANCE OF 10.54 FEET; THENCE NORTH 88006'15" EAST, A DISTANCE OF 110.00 FEET (L1) TO A POINT ON THE ARC OF A NON -TANGENT CURVE CONCAVE TO THE SOUTHEAST, A RADIAL LINE OF SAID CURVE THROUGH SAID POINT HAVING A BEARING OF SOUTH 88006'19" WEST; THENCE NORTHERLY, NORTHEASTERLY, AND EASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF 95022'55" AND A RADIUS OF 50.00 FEET FOR AN ARC DISTANCE OF 83.24 FEET TO A POINT OF TANGENCY; THENCE SOUTH 86030'50" EAST ALONG A LINE TANGENT TO THE LAST DESCRIBED CURVE, A DISTANCE OF 37.08 FEET. THE PREVIOUS SIX (6) COURSES BEING COINCIDENT WITH THE NORTH LINE OF SAID TRACT "A'; THENCE SOUTH 01058'52" EAST, A DISTANCE OF 1,320.15 FEET; THENCE SOUTH 88004'14" WEST, A DISTANCE OF 203.15 FEET (L2); THENCE SOUTH 01054'47" EAST, A DISTANCE OF 65.86 FEET (L3); THENCE SOUTH 87013'00" WEST, A DISTANCE OF 1,322.66 FEET; THENCE SOUTH 01°49'51" EAST, A DISTANCE OF 660.23 FEET; ACTIVE 61208791 v10 35 Page 4 of 49 DocuSign Envelope ID: 2AA6D3A1-7686-4457-B345-9A8C5140CA8B EXECUTION VERSION THENCE SOUTH 87012'37" WEST, A DISTANCE OF 696.78 FEET, THE LAST THREE (3) DESCRIBED COURSES LYING ALONG THE BOUNDARY OF SAID TRACT "A'; THENCE NORTH O1°49'51" WEST, A DISTANCE OF 999.18 FEET; THENCE NORTH 89019'30" WEST, A DISTANCE OF 1,383.39 FEET; THENCE NORTH O10 14'25" WEST, A DISTANCE OF 746.79 FEET; THENCE NORTH 31054'47" EAST, A DISTANCE OF 173.50 FEET (L4); THENCE NORTH O1041'22" WEST, A DISTANCE OF 151.52 FEET (L5) TO A POINT ON THE NORTH LINE OF SAID TRACT "A" AND THE POINT OF BEGINNING, THE LAST TWO (2) DESCRIBED COURSES LYING ALONG A WEST BOUNDARY OF SAID TRACT "A„ SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF MIAMI GARDENS, MIAMI-DADE COUNTY, FLORIDA AND CONTAINING 5,039,891.40 SQUARE FEET, 115.7000 ACRES, MORE OR LESS. ACTIVE 61208791 v10 36 Page 5 of 49 lnru.Cinn Fnvclnnc in9GGRf1ZG1_7RRR_AA57_RZGS_gAAr5lAnrGAR LEGAL DESCRIPTION: A PARCEL OF LAND BEING A PORTION OF TRACT "A", CALDER RACE COURSE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 168, PAGE 57 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST NORTHERNMOST NORTHWEST CORNER OF SAID TRACT "A"; THENCE NORTH 88"18'38" EAST, A DISTANCE OF 3,244.93 FEET, TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE SOUTHWEST; THENCE EASTERLY, SOUTHEASTERLY, AND SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF 89°47'37" AND A RADIUS OF 50.00 FEET FOR AN ARC DISTANCE OF 78.36 FEET TO A POINT OF TANGENCY; THENCE SOUTH 0153'45" EAST ALONG A LINE TANGENT TO THE LAST DESCRIBED CURVE, A DISTANCE OF 10.54 FEET; THENCE NORTH 88"06'15" EAST, A DISTANCE OF 110.00 FEET TO A POINT ON THE ARC OF A NON -TANGENT CURVE CONCAVE TO THE SOUTHEAST, A RADIAL LINE OF SAID CURVE THROUGH SAID POINT HAVING A BEARING OF SOUTH 88°06'19" WEST; THENCE NORTHERLY, NORTHEASTERLY, AND EASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF 9522'55" AND A RADIUS OF 50.00 FEET FOR AN ARC DISTANCE OF 83.24 FEET TO A POINT OF TANGENCY; THENCE SOUTH 8630'50" EAST ALONG A LINE TANGENT TO THE LAST DESCRIBED CURVE, A DISTANCE OF 37.08 FEET. THE PREVIOUS SIX (6) COURSES BEING COINCIDENT WITH THE NORTH LINE OF SAID TRACT "A"; THENCE SOUTH 01°58'52" EAST, A DISTANCE OF 1,320.15 FEET; THENCE SOUTH 88°04'14" WEST, A DISTANCE OF 203.15 FEET; THENCE SOUTH 01"54'47" EAST, A DISTANCE OF 65.86 FEET; THENCE SOUTH 87"13'00" WEST, A DISTANCE OF 1,322.66 FEET; THENCE SOUTH 0149'51" EAST, A DISTANCE OF 660.23 FEET; THENCE SOUTH 87°12'37" WEST, A DISTANCE OF 696.78 FEET, THE LAST THREE (3) DESCRIBED COURSES LYING ALONG THE BOUNDARY OF SAID TRACT "A"; THENCE NORTH 01°49'51" WEST, A DISTANCE OF 999.18 FEET; THENCE NORTH 89°19'30" WEST, A DISTANCE OF 1,383.39 FEET; THENCE NORTH 01"14'25" WEST, A DISTANCE OF 746.79 FEET; THENCE NORTH 3154'47" EAST, A DISTANCE OF 173.50 FEET; THENCE NORTH 01"41'22" WEST, A DISTANCE OF 151.52 FEET TO A POINT ON THE NORTH LINE OF SAID TRACT "A" AND THE POINT OF BEGINNING, THE LAST TWO (2) DESCRIBED COURSES LYING ALONG A WEST BOUNDARY OF SAID TRACT "A". SAID LANDS SITUATE. LYING AND BEING IN MIAMI-DADE COUNTY. FLORIDA. SAID LANDS SITUATE, LYING AND BEING IN MIAMI GARDENS, MIAMI-DADE COUNTY, FLORIDA. NOTES: 1. THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OR AN ELECTRONIC SIGNATURE AND ELECTRONIC SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SITE CONTAINS 5,039,888 SQUARE FEET (115.699 ACRES) MORE OR LESS. 3. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. MIAMI-DADE COUNTY BENCHMARK #N-433; ELEVATION: 8.15 FEET. 4. FLOOD ZONE: AE; BASE FLOOD ELEVATION: 7 FEET; PANEL #12086CO126L; COMMUNITY #120345; MAP DATE: 9/11/09. 5. THIS SITE , RANGE 41 EAST, MII-DADE COUNTY, FLORIDA. LIES IN SECTION 34, TOWNSHIP 51 SOUTHAM 6. BEARINGS ARE BASED ON AN ASSUMED MERIDIAN WITH THE NORTH LINE OF THE NW 1/4 OF SECTION 34-51-41 BEING N88°30'20"E, AS SHOWN ON THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 87018-2501, SHEET 2 OF 7 . 7. REASONABLE EFFORTS WERE MADE REGARDING THE EXISTENCE AND THE LOCATION OF UNDERGROUND UTILITIES. THIS FIRM, HOWEVER, DOES NOT ACCEPT RESPONSIBILITY FOR THIS INFORMATION. BEFORE EXCAVATION OR CONSTRUCTION CONTACT THE APPROPRIATE UTILITY COMPANIES FOR FIELD VERIFICATION. 8. THE HORIZONTAL POSITIONAL ACCURACY OF WELL DEFINED IMPROVEMENTS ON THIS SURVEY IS ±0.07'. THE VERTICAL ACCURACY OF ELEVATIONS OF WELL DEFINED IMPROVEMENTS ON THIS SURVEY IS ±0.07'. 9. THIS SITE CONTAINS 1,274 TOTAL CLEARLY IDENTIFIABLE PARKING SPACES (1,253 REGULAR & 21 DISABLED). 10. THIS SURVEY WAS PREPARED WITH BENEFIT OF A COMMITMENT FOR TITLE INSURANCE, FILE NUMBER FL -0003737 -OR, PREPARED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, EFFECTIVE DATE DECEMBER 8, 2021 AT 8:00 AM, REVISION A. THE FOLLOWING ITEMS ARE EXCEPTIONS ARE ITEMS CORRESPONDING TO SCHEDULE B OF SAID COMMITMENT: ITEMS 1, 2, 3, 4, 5 & 6: STANDARD EXCEPTIONS, NOT ADDRESSED. ITEM 7: RESTRICTIONS, RESERVATIONS, COVENANTS, CONDITIONS AND EASEMENTS IN PLAT BOOK 168, PAGE 57, APPLY TO THIS SITE AS DEPICTED HEREON. ITEM 8: INTENTIONALLY DELETED. ITEM 9: INTENTIONALLY DELETED.. ITEM 10: INTENTIONALLY DELETED. ITEM 11: RESERVATIONS CONTAINED IN DEED NO. 18776"A" IN DEED BOOK 3593, PAGE 195, AS AFFECTED BY THE RELEASES IN O.R.B. 1484, PAGE 91 AND O.R.B. 13872, PAGE 507, AND MODIFIED BY THE RELEASE OF RIGHT OF ENTRY AND EXPLORATION IN O.R.B. 13782, PAGE 386, APPLY TO THIS SITE BUT CANNOT BE PLOTTED. ITEM 12: INTENTIONALLY DELETED. ITEM 13: RESERVATIONS CONTAINED IN DEED NO. 18776"B" IN DEED BOOK 3686, PAGE 139, AS AFFECTED BY THE RELEASE IN O.R.B. 13872, PAGE 507, AND MODIFIED BY THE RELEASE OF RIGHT OF ENTRY AND EXPLORATION IN O.R.B. 13782, PAGE 386, APPLY TO THIS SITE BUT CANNOT BE PLOTTED. ITEM 14: INTENTIONALLY DELETED. ITEM 15: INTENTIONALLY DELETED.. ITEM 16: INTENTIONALLY DELETED.. ITEM 17: INTENTIONALLY DELETED.. ITEM 18: INTENTIONALLY DELETED.. ITEM 19: ACCESS ROAD EASEMENT IN O.R.B. 7008, PAGE 407, WHICH WAS PARTIALLY RELEASED BY O.R.B. 26985, PAGE 3450, APPLIES TO THIS SITE AS DEPICTED HEREON. ITEM 20: INTENTIONALLY DELETED. ITEM 21: INTENTIONALLY DELETED. ITEM 22: INTENTIONALLY DELETED. ITEM 23: AGREEMENT IN O.R.B. 9203, PAGE 583, APPLIES TO THIS SITE BUT CANNOT BE PLOTTED. ITEM 24: APPLICATION AND ACCEPTANCE OF CONDITIONAL BUILDING PERMIT AND ESTOPPEL NOTICE IN O.R.B. 11681, PAGE 1363, APPLY TO THIS SITE BUT CANNOT BE PLOTTED. ITEM 25: INTENTIONALLY DELETED. ITEM 26: INTENTIONALLY DELETED. ITEM 27: FLORIDA POWER & LIGHT COMPANY EASEMENT IN O.R.B. 14904, PAGE 2120, APPLIES TO THIS SITE AS DEPICTED HEREON. ITEM 28: MEMORANDUM OF PCS SITE AGREEMENT IN O.R.B. 17033, PAGE 177, APPLIES TO THIS SITE BUT CANNOT BE PLOTTED. ITEM 29: WATER AND SEWER LINE EASEMENT AND MAINTENANCE OPERATION AND RELOCATION AGREEMENT IN O.R.B. 18567, PAGE 4640, TOGETHER WITH AMENDMENT THERETO IN O.R.B. 27009, PAGE 2871, APPLY TO THIS SITE AS DEPICTED HEREON. ITEM 30: APPLICATION AND ACCEPTANCE OF CONDITIONAL BUILDING PERMIT AND ESTOPPEL NOTICE IN O.R.B. 26798, PAGE 3894, APPLY TO THIS SITE BUT CANNOT BE PLOTTED. ITEM 31: AGREEMENT FOR WATER AND SANITARY SEWAGE FACILITIES IN O.R.B. 26808, PAGE 4493, APPLY TO THIS SITE BUT CANNOT BE PLOTTED. ITEM 32: DECLARATION OF RESTRICTIONS BY CALDER RACE COURSE, INC. IN O.R.B. 26823, PAGE 281, APPLIES TO THIS SITE BUT CANNOT BE PLOTTED. ITEM 33: AUTOMATIC RESERVATIONS PURSUANT TO CHAPTER 270.11 F.S. CONTAINED IN THE COUNTY DEED FROM MIAMI-DADE COUNTY IN O.R.B. 26863, PAGE 1727, APPLIES TO THIS SITE BUT CANNOT BE PLOTTED. ITEM 34: ACCESS ROAD EASEMENT IN O.R.B. 26863, PAGE 1732, APPLIES TO THIS SITE AS DEPICTED HEREON. ITEM 35: PERPETUAL ACCESS ROAD EASEMENT IN O.R.B. 26985, PAGE 3442, APPLIES TO THIS SITE AS DEPICTED HEREON. ITEM 36: COVENANT RUNNING WITH THE LAND IN LIEU OF UNITY OF TITLE IN O.R.B. 27039, PAGE 1748, APPLIES TO THIS SITE BUT CANNOT BE PLOTTED. ITEM 37: FLORIDA POWER & LIGHT COMPANY EASEMENT IN O.R.B. 27047, PAGE 43, APPLIES TO THIS SITE AS DEPICTED HEREON. ITEM 38: GRANT OF EASEMENT TO MIAMI-DADE COUNTY, IN O.R.B. 27157, PAGE 1389, APPLIES TO THE ADJACENT SITE AS DEPICTED HEREON. ITEM 39: MEMORANDUM OF LEASE IN O.R.B. 27677, PAGE 719, APPLIES TO THIS SITE BUT CANNOT BE PLOTTED. ITEM 40: EASEMENT AGREEMENTS IN O.R.B. 30302, PAGE 3611 AND O.R.B. 30864, PAGE 2604, APPLY TO THIS SITE AS DEPICTED HEREON. ITEM 41: RESTRICTIVE USE COVENANT IN O.R.B. 30302, PAGE 3637, APPLIES TO THIS SITE BUT CANNOT BE PLOTTED. ITEM 42: CONSENT AND EASEMENT AGREEMENT IN O.R.B. 31090, PAGE 1672, APPLIES TO THIS SITE BUT CANNOT BE PLOTTED. ITEM 43: APPLICATION AND ACCEPTANCE OF CONDITIONAL BUILDING PERMIT AND ESTOPPEL NOTICE IN O.R.B. 31169, PAGE 15, APPLY TO THIS SITE BUT CANNOT BE PLOTTED. ITEM 44: AGREEMENT FOR WATER AND SANITARY SEWER FACILITIES IN O.R.B. 31196, PAGE 3861, APPLIES TO THIS SITE BUT CANNOT BE PLOTTED. ITEM 45: GRANT OF EASEMENT IN O.R.B. 31520, PAGE 4227, APPLIES TO THE ADJACENT SITE AS DEPICTED HEREON. ITEM 46: NOT ADDRESSED. ITEM 47: NOT ADDRESSED. ITEM 48: SURVEY MATTERS DEPICTED HEREON. 11. ALL RECORDED DOCUMENTS ARE PER MIAMI-DADE COUNTY RECORDS, UNLESS OTHERWISE NOTED. i I 1 I I I I I BROWARD COUNTY- - - - - - - ---•- - - ET STATE ROAD IVO. 852 COUNTY LIM7 KU/AU) N88°06'15"E 110.00'-.-.-.-.-.-.-.-•-,-,_ --_ _--.- _._---,-, - - -•51-41 �-, T� � s86'30'50"E - � CTION 34 N881838E324493 NORTH LINE NE 1/4 SE-- --_ r'-• •��NORTFi LINE NW 1/4 SECTION 34-51-41 NW 215TH STRE I MIAMI-DADE COUNTY i SECTION 734 51R 41R - CA=89°47'37 I R=50.00' I I TRACT'A'r--- N01°F151.52' =78.36' - A CA- .00' '55" �aa BEGINNING A=83.24'THERLY NW CORNER I S01°53'45"E 10.54RADIAL I S88°06'15"W q� TR��A�CTA'B.PLAT BYOOK 95,r PAGE 94173.50'SHEET 2 I SHEET 3 I SHEET 4 --------------------------------------- ---- j l SHEET 5 I SHEET 6 1 I SHEET 7 i w IU•I _ I �� I N[o I A POR71PY 9F Z I z I I oo A RT ARL40I '� v . o T BOOK 16& PAGES I 1 o I PUT BOOK 164 PAGE 57 � I � I j N PLA R 7 II I wiz I I z l I I N89°19'30"W 1383.39 ------------------------ z J > Q N ----------------------- ------ ------ --- S01°54'4 65.86'- --- S88°04'14"W _._._. ...... S87°13'00"W 1322.66' 203.15' - - --•-•-•-•-•-•-._. - - - - - - - ii SHEET 8 J I I A7PORJOEJOFF 1 I 'CALDER RATS& PAGE 57 o PLAT I BOOK 1TRACT "A" IU I o W UB99EPEPTOM 67 II I I I _ _ _ _-._._._--._.. I1 '•-•-•- T ------ j...... ...... -•-._....... ----- _.-._.-._.-._._.-._.-. T_ ._ r. --------- 1 - __---_ ---r S87°12'37"W696.78' I I T7� GAGE M _ _ _ _ _ _ _ _ 7� _ _ I I I I I UNPp PORTION OF _ _ _ - _ _ _ _ - _ - - p�77� A�pEA SECTION 34-51-41 z> I UN A PORK NO OF I o I z I I > f 1 o I SECTION 34-51-41 I . w I I 'LAKE TRACT A' z1-------- -------�� I zja I I j I PLAT BOOK 96, PAGE 30 '- - 'LAXE PAW 90 - - z N ____ J I 11 --az I 1 1 VICINITY MAP NOT TO SCALE CERTIFICATION: TO B9 SECRETARIAT FL OWNER LLC, A DELAWARE LIMITED LIABILITY COMPANY, AND ITS SUCCESSORS AND ASSIGNS; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; LINK LOGISTICS REAL ESTATE SERVICES LLC AND ITS SUCCESSORS AND/OR ASSIGNS: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 7(a), 8, & 9 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON 12/27/21. DATE OF PLAT OR MAP: 12/27/21 ❑ JOHN F. PULICE, PROFESSIONAL SURVEYOR AND MAPPER LS2691 ❑ BETH BURNS, PROFESSIONAL SURVEYOR AND MAPPER LS6136 ❑ VICTOR R. GILBERT, PROFESSIONAL SURVEYOR AND MAPPER LS6274 ❑ DONNA C. WEST, PROFESSIONAL SURVEYOR AND MAPPER LS4290 STATE OF FLORIDA THIS DOCUMENT IS NEITHER FULL NOR COMPLETE lnru.Cinn Fnvclnnc in9GGRniAl-7RRR-GGS7-RZGS-QGAr5lAnrGAR •—�«a>»�iu. ss�iorl ami-.tii TRACT �I "HOIDAY INN AT PLAT BOOK 95. Folia #34-1134-0( a F. e. 31389. PAG CHNN LINK FENCE I Z 6Zi 6� 6 ,cru � 0' 40' 80' 120 GRAPHIC SCALE 1`40' COPYRIGHT 2021 BY PULICE LAND SURVEYORS, INC. ALL RIGHTS RESERVED. NO PART OF THIS SURVEY MAY BE REPRODUCED, IN ANY FORM OR BY ANY MEANS, WITHOUT PERMISSION IN WRITING FROM AN OFFICER OF PULICE LAND SURVEYORS, INC. KEY MAP MATCH LINE SEE SHEET 5 W co Z_1-- J W 2 2 U U) ~uj Q UJ �U) II:RC�HHflO�Ii►��1.`191i�1aaaiO��►B]Gi�I�]LIJ�iI� LEGEND 0 0 ® 10 LB O.R.B. PRM oo I SECRETARIAT SITE NW 215TH STREET MIAMI GARDENS, FLORIDA 33056 (CITY OF MIAMI GARDENS, MIAMI-DADE COUNTY) I I I� II . ,^n II I I I I MIA �a »a I i z o ALTA/NSPS LAND TITLE SURVEY �arcY ppo � I `�Ct8 Q co U I I I I I PULICE LAND SURVEYORS, INC. I I I I I I I I CENTERLINE I ® I I' I I I I I 5381 NOB HILL ROAD I CHNN LINK FENCE I Z 6Zi 6� 6 ,cru � 0' 40' 80' 120 GRAPHIC SCALE 1`40' COPYRIGHT 2021 BY PULICE LAND SURVEYORS, INC. ALL RIGHTS RESERVED. NO PART OF THIS SURVEY MAY BE REPRODUCED, IN ANY FORM OR BY ANY MEANS, WITHOUT PERMISSION IN WRITING FROM AN OFFICER OF PULICE LAND SURVEYORS, INC. KEY MAP MATCH LINE SEE SHEET 5 W co Z_1-- J W 2 2 U U) ~uj Q UJ �U) II:RC�HHflO�Ii►��1.`191i�1aaaiO��►B]Gi�I�]LIJ�iI� LEGEND 0 0 ® CONCRETE ASPHALT PAVEMENT BRICK PAVERS ELEVATION LB O.R.B. PRM oo LICENSED BUSINESS OFFICIAL RECORDS BOOK BRASS DISK IN 4" X 4" CONCRETE MONUMENT TITLE COMMITMENT NUMBER SECRETARIAT SITE NW 215TH STREET MIAMI GARDENS, FLORIDA 33056 (CITY OF MIAMI GARDENS, MIAMI-DADE COUNTY) I BOUNDARY AND TOPOGRAPHIC SURVEY OHW OVERHEAD WIRES TP TRAVERSE POINT (FOR FIELD INFORMATION ONLY) ALTA/NSPS LAND TITLE SURVEY Fn UNDERGROUND STORM SEWER LINE AN UNDERGROUND SANITARY SEWER LINE PULICE LAND SURVEYORS, INC. Q CENTERLINE 5381 NOB HILL ROAD R= RADIUS SUNRISE, FLORIDA 33351 CA— CENTRAL ANGLE PLS TELEPHONE: (954) 572-1777 A— ARC LENGTH FAX: (954) 572-1778 F. D. O. T. FLORIDA DEPARTMENT OF TRANSPORTATION E—MAIL surveys(5pulicelandsuiveyois.com WEBSITE: www.pulicelcindsurveyors.com FPL FLORIDA POWER & LIGHT COMPANY CERTIFICATE OF AUTHORIZATION LB#3870 DRAWN BY: L.H. I SCALE: 1" = 40' FILE: B9 SECRETARIAT FL OWNER, LLC CHECKED BY: J.F.P. SURVEY DATE: 12/27/21.,&ORDER NO.: 69389 inn Fnvclnnc in ?AARF1ZG1_7RRR_ddS7-RZd S-QAAr5lAnr ARP I I CHAIN LINK FENCE 5 FOUND NAIL a olsK��i 68" 63.i 6 1� 51� - - - r8� - ° k'� - - - - - 8 4� 8 p0 8p /slcN - ---T----- _D5 C_MCRETE sax 8.21 1,1 ,°.� A.-67.95 ,J CURB 56� 50� 1v 1,4.i ' 16961 716 .. .'arse G�cuiTER BICN BENCHMARK -9a6° �° 86/° mss. 823 �9. CURB kRW11EA 89g 86,. GRATE EIEVNeIXiC 9 a61 881 6°� 153 126 6g5 68 .i .i '✓� 3� 1 9 e'caNCREIE ]93-GP51 0 19 9.2�01' .. ... ..-BROWAI COUNTY- 88� .. .. a g6 cuB. Gu*1ER 81 836 ... y .. .. 84 .. 781 ..... X56.. .. 1�9_ .... fig 6. CATCH Bnsl 61 62 6. 6. 06 89 73 1. GRAZE EtFVAnON:a� y 6k 81 682 6. - gp6� 6 305 s 658 666 snq. 66 6' cuRB s tl.Il1FA _ _ z' CONCRETE 15 73g :.....762. .:. .1'g6 .. 88.30 �g27: B.6 8g5 SOU H LI E sw 1/4 25 87 BASLNE OF SURVEY �y1 9.68 '91 9? 696Q. g56 _ 856 g44 16 864 �1 4411 g6 .. p7 SEU It N 2E X51 t�a _ 91sC� I¢' 3 74 . _ _ _ - 9 1 CURB h GUTTER 03 1' A . X41' �` gcn 9y _ �r 96 , g.29 9916 9.66 9 6 48 9 1 2' CONCRETE Ui 69A j0 .. ... . . .. . . .. 6 0 2 ..: °� _5 9 952 9 NOR1H LINE NE 1/4 86. CURB B GUTTER 6� - 9 CURB h GUTTER 698 _ _ a o _ _ 9 _ - (TA ROAD NO.852) - 69 ...-$�� 6.98'. . 5 76 7 �1' 7 9 '� 8.7 4 j8 19. 89 1 8 SECnON 31-51- 1 S TE1 . 7 - �' - �� - 81 CURB k ...fER 9p0 42 NSECM 1 a CORNER I -D IT`I/ 6g4 673 .. .. .. cn T .. . ase. 9GN�16a 9 ��3' ��" _ - - - s4' _ . �__ _ . _ . - - - - o-� 6. - of MIAM AQE COUNTY - 19 37, 44 51 6 55 6 SECT 31-51-41 110' PUBLIC RIGHT-OF-WAY Q j3 67 Z78 11 - 60.O.T. 8-2501 -WAY MAP 28 29 61 . �... r p5 CO-°, 10 aCNsGREEN ER 758 17g secnoN BTme-zwt AND eBooa-z5m 63 I 850 8.43 LIIBk�GUI"IER �, n 7?, 1. 1. NW 215TH STREET 34 g5i e11 e. SIGN 9+ 69'' hti _ - _ - - (COUNTY,LINE ROAD 46 g6 806 8 SIGN N01'4951"W d� 69 6' 65' 6 42 6.71 6.62 6.71 711 7. l 9� 6� 46.02 6y 7 6� 7 1.� IF wo 56 6 54 6 56' 6. 8� 1 1 12y 1 qi 1 5+ 1' 1' FENCE CORNER 64w 64� 68 6' N88018'38"E 3244.93' TOTAL 5B FENCE END a.as 84 6 r63 62� 58� 62/ 6,2� 6' SCUM RICHT-OF-WAY LINE FENCE 4.8's 4.1 S 24 66 FENCE CORNER CHAIN LINK FENCE 6' 6' � 6gY CHAIN LINK FENCE 1� 65 65 656 c`� 1. 6. 9.15 6'/ I I 6e 6681 6 S7 6a 61 fit x6.39 656 688� 6 650 6 ASPHALT PAVEMENT 666 I 668��' 6.71 616 672 663 �2p4 I s 6 g8s 668 I 11� �slcN I 6 56v 662 6 51� 6 55� 1 612 CHAIN LINK FENCE 8 3,i 6 a 69� 7 5" I 1 W I 1gi ,9. 19 I 7fi - 7 16v 1g 1a 1g'' 16 14� I -[ -[] [] [] -[] -[] [7 [] -[] [] [] [] -[] [] 17 -[] -[] [] [] -11 -[] [] [] -[] [] [] [] -11 [] [] -[] -[] [] [] -[] -17 -[] -E-[] [] -0 -Il -[7 -11 -[l -11 -Il -[] -[] -[] -[1 -Il [l -p -❑ -[1 -I] -[] -[] -[] [1 -[] -[] -[] -[] -[1 -[] -❑ 0 -I] -[1 -[] -[] [] -[] -[] -[] -[] -[1 -[] -[] [] -[] -[1 -[] -[] 1[l -[] -[l - - I (METAL HAND RAIL -L [1 -[7 -[] 11 -[] 11 -11 11 -[l [1 -[l [7 -[] E 11 [7 [l [1 [l [7 [] [] 11 [7 [l [1 [l [7 [] [] 11 -[7 [l -[1 [l -[1 [] -[] [1 -[] -[]A[ I 06- Ike 7 fi i I I 8� 86'I 83- IL rl �0 •[I _ I []- [1- []- []- []- [] rTlg []- []- L]- []- []- []- []- [1- []�9'[]- []- [l- Il- Il- [l- Ll- [l- Il- [] r91I1- III El HAND RAO- [l- [l- []- []- [1 1 [] [] [] [] [] [] [] I] [] ['r= []� W l Irl p _p _ \Q N f I _I] _rl �f] � ETA_ HAND RAIL I \O \ z ui ° I� uJ z� W W I A PORTION GF n •rl •rl -n n n rl . I \° a' J W I CALDER RACE COURSE' ❑ -O rr y' \!' - - 3 3- - - _ - = U v J PLAT BOOK 188, PAGE 57 -rl I \ - - - - - - - CALOER RACE CO RSE n J i-- �/� Fo ID aa-naa-ma-0pis -� W U V J L (RDT AVAILABLE) Q UJ Q W I l[ \!J \Q J\! APPRO%IMAIE EDGE U)O 2X721 / � I `�\ �J 72\ 'Ie1w 8� 59'K I 52 I v!✓�!i �✓ � �l I APPROAMATE EDGE OF WATER -- - -- -- _-- --- -- --- -- --- _ 3i 3.4 --_---- 27 Wzl ✓\i I� \moi F. (✓ LAKE I ✓ (' METAL HAND RAIL 73\ \ LAKE <MONIa RING xE I ✓� LL 31 I / l ----------------------------------------------------------------------------}-1-------------=-----------------------4 MATCH LINE SHEET3OF8 THIS WIITHOUT SHEETSII"THRUU9L NC COMPLETE i I SEE SHEET 6 LEGEND 0 CONCRETE LB LICENSED BUSINESS OHM axeera OHM 0 ASPHALT PAVEMENT O.R.B. OFFICIAL RECORDS BOOK ® BRICK PAVERS PRM BRASS DISK IN 4" X 4" CONCRETE MONUMENT amara°� �0. ELEVATION 00 TITLE COMMITMENT NUMBER OHW OVERHEAD WIRES TP TRAVERSE POINT (FOR FIELD INFORMATION ONLY) TM UNDERGROUND STORM SEWER LINE 0' 40' 80' 120' AN UNDERGROUND SANITARY SEWER LINE Q CENTERLINE GRAPHIC SCALE R_ RADIUS 1"=40' CA= CENTRAL ANGLE COPYRIGHT 2021 BY PULICE LAND SURVEYORS, INC. ALL A= ARC LENGTH RIGHTS RESERVED. NO PART OF THIS SURVEY MAY BE F. D. 0. T. FLORIDA DEPARTMENT OF TRANSPORTATION REPRODUCED, IN ANY FORM OR BY ANY MEANS, WITHOUT PERMISSION IN WRITING FROM AN OFFICER OF FPL FLORIDA POWER & LIGHT COMPANY KEY MAP PULICE LAND SURVEYORS, INC. i Fnvclnnc IR?AARF,ZG1-7RRR-ddSZRZd S-OGAr5lAnr ARP 6�9 �3g, ar /. 3. � y4 411 .. r56/s, 6fi9 551 6;1T. '569' `qaQ. 4.2 FLUME 41r 9>z' 5g1 6g6662 594 6.06' .. 0/ 6 p8 - 5- '�. - - - - - - - - - - - - CHAINUNKFENCE 631596 Aqg - 6 _-------- ---- -- _ - - - HANDHOIE(4) .. - AS OSs 2 - - - SIGN6 sIGN/' 4'9"� 4'9 A 9 MAs ANg1 _ T 6 �MGN7L �g� k. 5 _ � cN 6.4 6 BIGNAL SINN 4865 HANDHOIE aa6slcN-� 5 63 ,629„ - _ w° GN 4fi 6 6 21 SIGN 6g 6 3 _ 5 cN - - - -- -� - -- -5✓� 5. 5 r 9r 58r 8� 5, 6, 65r HANDH05 .' 6366 1 6 6 42 6r 5�r 6.51' 3 66. 5 fi. r r 5 6S� owit 1 6' 6' - q1 8 53 6 40 6 55 6.4 64� fi 85�A � 6�� 2' CONCRETEuR 6 _ 65g BROWAF0 COUNTS �6 6 � �pll�693 2' CONCRETE �04. . HOZ. 69' - 6 L hG k6g 6 65 STATE ROAD NOB. 6' g9 - - 08 6 9Z .. - - h BASELNE OF SURVEY - 15 - _ - - 20o�L.�� - p1 689 691 ... .. .. 688. ... 6. .. .,. 46 744._. '1p6 _ - 152 5p 754 .... 1p4 HAND 1p5 10 102^ 6g6 fi.96 . - . - _ 1. .. .4a 1 Al 4 1. - 6 n 58 ,54 2 RCgiCRE � 61032 - .. .. .. ... _. 5 .. .. SOUTH UNE SE , /4 1 - _ - 43' 4 94 6.v' °- - CURB &GUTTER S01 25'48"E 1 4 1 pISK PN Bot 69E cu B & ql 2 CONCRETE 15 SECTION 27-51 31 - - 43 44 .....1' ... ,9 - Z p- - 6: - . f52.47' 45 48 ...... .9-... 69 -6,9- -6- TREET �s°ERCTID JI51 44 m 6g3 CURB&GUTTER 650 3r 4� g6 4 1 9 - - -.-.-.-6 .- - - N NW 215THS - GUTTER 1 64 -6e1 8 F.D.O. T. RIGHT -CF -WAY MAP MIAMI DADECOU TY aRB . 694 wl - 69 - SECTION B,°,B-25D, AND aGOOB-25D1 (COUNTY LINE ROAD) ; 6,48 38 6'� . �" VARIED WIDTH PUBUC RIGHT-OF-WAY 6?1 a� 65 65 " 608 612 6 645 6.41 6.41' [� INVERTEELEv nlaN z.s3( CA 3 610 620 IRON M rsoD B. 635 63p 638 61 .00' kg 65 g3: 3: fi6p' 6.7 634 12 6p8 9 6. & CAR 0271 623 s,j- SD .67 5 kgti 586�3DI50"E 6 pg 5, p7 6. m 5sTM-nM ry 60 �g6 p, 16 MRST 496• 37.08' 62r 63r 6?r 59r 9' S0r N88018'38"E 3244.93' TOTAL o 6 fi. FOUND 5 e IRON o 6' 'SIGNAL 582 .545 6& ROD & P 18221----_-_-_--_ - --_ m f6, N' �-6.�� q5.. MAST 2 SET 1�2• SOUTH RICHT-OF-WAY UNE 623 3°EO'E%295 5'31 5 & CNP°NL830J0 MNE[R FENS D. 3 618/ 896 1a 62a .,Tq' WIXLLgiEIE OVERHRNG Bq.LAflD � gg• B6' 11y 1.05/22.6' / gINN LINK FENCE 44 6' b. 621,. 599 592 R=5 .00' .2. SGN 651 635 - 6p6r 6 649;1 628 632 6.57 R=50.00' 94 A= 5'2 'S5" CHK �.,cE ��-__-_- __-_ A N 6 69r 60r R R 6 621' a 56 CA=89°4737/x" 5g2 5 510 A=8324'11° // _ BOLLARD BOLLARD (BOLLARD IBOLLARO /BaIARD BOU_RD 6ss,]-' r6' A=7L).3L)' �- 68 m R O• 6 F WND MIS IRON sWTI6RICHT-OF-WAY UNE 52 1 N88 06'15 E / % F s S01 053'45"E RD & P B22, s _-- ASPHALT PAVEMENT 54 6 2,,, ;, 10.54' 42 ROUND 5/8" IRON ROD / 7 .. r6 :. Ar fi CUM' N88°06'1 6 9 1 p5 /j 6 89� Iy 5"E S,y, &LAP LB2), 4 CLEANOUT Jg 3 9m UM' FENCE NAIL HEAD 518' / 69 10 / 66 59 FOUND ROUND v� 6g0 6 0 6 651 652 6.54053 I 1 5 110.00' ak '. 1� ROOF 06.. sU 6 OVERHANG ONE STORY BUILDING eE 6 6�e 65 55' 'PUMPkz . a sBr fi I 1 5 FlNI D R ELF/ TION: D1' CATCH BASIN "9¢` 68 65fi NK fENCE 6� 05 \ 514 GRAZE ELEVATION:7.60' � ,o- POWER POI00E � � b.'MON \ \ y76 .15; . . CATCH BAS!{ s BAFFUE(E) sTM sTM-i 1 Qg �� " .42' , \� \ ® 578' GRAZE ELEVATION: T.98` o� CAFFLE(N) 1®I LCMINN FENCE CONCREIE_� 0 99 .' BOLLARD • 2 I 6>>, 609 \ ` 563 -XI-� •6E2/5 - / UGHT POLE I] , 3. r BOLLARD �6 ,�'. CHAIN 61r ''�6a' 1 MONITORING WELL z FELINE I SGN� \ ?'L Elm 1 OLUfl y 5r - J ROOF BIXLAND ' N ❑ CHAIN UNK \ 59 x198 11 OVERHANG � : . J zm FENCE zg� I b \ � \ 22, � 6-49' / / � mN'�' 9eLT II fFET 7 SHEET S 6-2� - -- - FENCE END ri^�^+ 169 eoLURD 10 } m 1,2pi I .4Q- F5C5F5 9EiT a s![T !!CT 7 CO CONCRE 38 3J.4W F 186 7. 5� sg' �$ �O 6 71 c OZ LL 661 I BOLLARD > < I 8 5 0 0 8r ONE STORY BUILDING s p " u~jo/ 2 61e 66'CONCRETE { p 649' 6g1 Jm 6 I 6.98 °Ci15RB�a5i I/ NISHED FLOOR EIEVATON: diO' / BOUARD 6.m'w �8 64'j SGN 3 6 64 17X52 9 mmzz dr 1 ?� atANauT W O 3 'L 5 ti t 9 652 5 61 6 BOLLARD 1 1 1 1 6 6 A 5 8 / SE GRATE ELEVATION:.... 1� s Z CATCH BASIN n 6 b 6. 6' 6 6 STM 7 011 3 7 7 6 '� O A9 FULL r fi4 � � � � 6.49 6.59' s 2 1 \ 8 C EANOUT r7 4' 6 6 6.41" I ��'" �� BOLLARD 724 sss, 6 0 IQI 602 fi \\6�Z` �3i' 6g25 6'is, 0` SHEET Z6T SGN-' fi.81 b9S Nis J `6. x68 I I ��6,' 6 AS BOLLARD 64,5'. / d a,� I I ` z 1 C`OPUMEER .. .. AGN 6. 'GUY Y ANCHOR 1, -%' CO BOLLARD a-BOLLARD(z) 6 I METAL HAND RAIL 1?2 576 / / / / CHAIN UNK w �[] [] [] [] [] [] [] [] [] -[] [] -[] [] -[] [] -[] [] -[] [] -[] -[] -[] [] -[] [7 -[] [] -[] [] [] [] [] [7 [] [1 [I Il [] I] I] CHAI UNK Z 4r 6� COLLARD ONE STORY BUILDING 68 WOOD POM=R=OLE I 6g <� 6 / - I / BOOM �/ POw00ER POLE - � 1?� s L1 - OVERHANG 6k 30 BouARo o / 7 --� 1 RRE_ \`6' _ I dam ao� 1 = W I ROOF r6. 6 q \�\ O ARHN/ , mCONCRE�// WALL ANT �8 S >� \ OVERHANG !Sl 2S ��NCWALL HYDRANT I I w >« <FF U(%/ fi5 ar WAA GFNERAIX 0, I s tiiRq I KEY MAP MONITORING WELL IM TC 4B 9 9 me2r6 I� i � �p DISETSK Le 87 6. 02� 14 7� e,.Y aiZ 3r a2r Mw -m 112 W357 fiA 6 CATCH B�� 156 s aHCRE m W 8 DISK W3570NAIL DRAW CATCH GASH DRA E E £C A CH GA80 F WALL I a- $� n I UJCATCH BASH q�l 0 GRAZE El£VATON:5.28' �/" 3' < m o 6n C I �FU LlE EIEVATON:5.5Y `GRATE EL£SVATION:&78• FULL x60 I zq3 I �ag6 I N 16.6' FULL 511 552 ISI MIR I ' -.1 8 los I Q"d I � O �¢ I I �z I F I. 9 p 81 METAL HAND RAIL CATCH BASH i I []- []- []- []- [1- []- []- (]-'lr [7 [7 [1 ❑ []- []- []- []- [1-'i] [] [7 Il [1 I]- 0- H- I]- [] % [] I] H [7` [1 (1 []- []- []- []- /\ CRAZE EL -A ON R57' ° ______ r 0 grce % J I I I L- air a g2r x593 x554 x491 636r 8 Q ♦-\. I I I c:) LEGEND - - A2/flOOKIMATE EDGE OF WATER \ 48.9 D p x622 r 6 ENT -- 35 _ m\w m Lu � l I 659 � N CONCRETE I bI -- 54 \ 666r -\ I ° ?� ASPHALT PAVEMENT O ��O II :a ® BRICK PAVERS I � a ai - d E 49 g0 p I I mea Ln 0 ELEVATION T er , l i €6F o OHW OVERHEAD WIRES 4 \ y.2^ 636r i I i . m z STM UNDERGROUND STORM SEWER LINE - 9 5' r5. SAN - UNDERGROUND UNDERGROUND SANITARY SEWER LINE 2 I 62, s A PORTION QF 1 r5 p kg0� 8a 96 I m I I z85 p CL CENTERLINE 'CALDER RACE COURSE' I °3 81r CA CH BASN IW I I I R= RADIUS PLAT BOOK 168, PAGE 57 i 4,69 495 9 CONIC GRAZE ELEV ATON:180 E) Io I CALDER RACE COURSEp 2 INVERT EIEV O( y FOOLIR.6'.3(NOT 3AV-01IARLE)10 49 I �� 5 INVERT ELEVATION:3.50'(W) I GA- CENTRAL ANGLE STM STM -STM STM STM STM STM SIM STM STM STM STM STM -STM ,STM _NNCE DRAW ELEVATION NLL� METAL UD-., M 6 MILL ALL , x N II 626x5 �� CONCRETE CONCRETE CONCRE I A- ARG LENGTH BOLLARDS WALL CONCRETE WALL I I, FIRE HYDRANT WILL F. D. 0. T. FLORIDA DEPARTMENT OF A, / I FPL FLORIDA POWERN& LIGHT COMPANY o CONCRETE LB LICENSED BUSINESS mw� LAKE / CHAIN DRRAWSUEEVIATION:4.67 p I� UR I -_----_ -___-- ------ O.R.B. OFFICIAL RECORDS BOOK 5' FENCE 4Nu 6r r m I mma , r- PRM BRASS DISK IN 4" X 4" CONCRETE �j sAM-� mm= s'S V s p4 62ar 8 I xmn I E$ / CHAINS 5 , I>W j FENCE CAC BA51 Izz I Gm N MONUMENT 1 j 4 INVERT EELEVAMN 2<T(YI) �/ x,461 I Boo < 4 e 00 TITLE COMMITMENT NUMBER j 5p MON q,9 m I I I TP TRAVERSE POINT (FOR FIELD �� 486 659r J �, I INFORMATION ONLY) i� CHAIN / 3 FELINE 1 �--:�� / 3.0 fi CATCH BAS bQ / / 746' 1 Q 5 9 03 5i2r GRAZE ELEVA80N: NLL�® ¢ x I n\ s 6 CATCH BASK (� �� W / GRAZE ELEVATION: 5LL-'® 35r a w (n 6 n\ o- / �0 {BJ' COLLARD(z) e 02e =1 I THIS DOCUMENT IS NEITHER FULL NOR COMPLETE SHEET 4OF8 WITHOUT SHEETS 1 THRU 9, INCLUSIVE E z1' �� SONE STORY 54a' j I SECRETARIAT SITE BUILDING ,? =I I NW 215TH STREET RNISHEDFLooq 52� cATCHBAsry� 4+ I MIAMI GARDENS, FLORIDA 33056 \ f/ VAT GRAZE ELEVATION: NLL 43"� 6 I I CITY OF MIAMI GARDENS, MIAMI-DADE COUNTY 6. �� / [[ _ _ i 5 CATCH BASH 50 INVERT ELEVRUTF 204I(5J GRAZE ELEVATION:44N9Qq s 6 p8 I ' 26 z> -9 -- - ----- ---- ----- - - --- ------ �-------------- � - I - R - BOUNDARY AND TOPOGRAPHIC SURVEY 9" 9� �@°".: of FI All TA /IUCQC 1 AIUI1 TITI C CIIQVCV 0' 40' 80' 120' GRAPHIC SCALE 1 "=40' COPYRIGHT 2021 BY PULICE LAND SURVEYORS, INC. ALL RIGHTS RESERVED. NO PART OF THIS SURVEY MAY BE REPRODUCED, IN ANY FORM OR BY ANY MEANS, WITHOUT PERMISSION IN WRITING FROM AN OFFICER OF PULICE LAND SURVEYORS, INC. MATCH LINE SEE SHEET 7 lnru.Cinn Fnvclnnc in9GGRniAl-7RRR-GGS7-RZGS-QGAr5lAnrGAR III III �II I I I I I -•o I I®j I 16s9 I i661 I I I I I I I I I I I I I I I I I II I I I I I 1 I I I I I I I 1 MATCH LINE .qFF .qHFFT 9 0' 40' 80' 120 GRAPHIC SCALE 1`40' COPYRIGHT 2021 BY PULICE LAND SURVEYORS, INC. ALL RIGHTS RESERVED. NO PART OF THIS SURVEY MAY BE REPRODUCED, IN ANY FORM OR BY ANY MEANS, WITHOUT PERMISSION IN WRITING FROM AN OFFICER OF PULICE LAND SURVEYORS, INC. KEY MAP W to z w J W 22 C) co Q w LLI U) LEGEND I � L 0 CONCRETE 0 ASPHALT PAVEMENT 0, I <o o I c<KY I I I I ppo o° Za 7 �I I I 131 NW 215TH STREET I I OVERHEAD WIRES I I I I I I I I I I I I I I I � I I -•o I I®j I 16s9 I i661 I I I I I I I I I I I I I I I I I II I I I I I 1 I I I I I I I 1 MATCH LINE .qFF .qHFFT 9 0' 40' 80' 120 GRAPHIC SCALE 1`40' COPYRIGHT 2021 BY PULICE LAND SURVEYORS, INC. ALL RIGHTS RESERVED. NO PART OF THIS SURVEY MAY BE REPRODUCED, IN ANY FORM OR BY ANY MEANS, WITHOUT PERMISSION IN WRITING FROM AN OFFICER OF PULICE LAND SURVEYORS, INC. KEY MAP W to z w J W 22 C) co Q w LLI U) LEGEND L 0 CONCRETE 0 ASPHALT PAVEMENT EPLETE IS 9, THIS WIITHOUT SHEET 5OF8 SHEETS I THRUUOCUMENT INC USO ® BRICK PAVERS o° ELEVATION SECRETARIAT SITE NW 215TH STREET OHw OVERHEAD WIRES MIAMI GARDENS, FLORIDA 33056 STM UNDERGROUND STORM SEWER LINE (CITY OF M AMI GARDENS, MIAMI-DADE COUNTY) SAN UNDERGROUND SANITARY SEWER LINE Q CENTERLINE BOUNDARY AND TOPOGRAPHIC SURVEY R= RADIUS ALTA/NSPS LAND TITLE SURVEY CA- CENTRAL ANGLE A- ARC LENGTH PULICE LAND SURVEYORS, INC. F. D. O. T. FLORIDA DEPARTMENT OF TRANSPORTATION 5381 NOB HILL ROAD FPL FLORIDA POWER & LIGHT COMPANY SUNRISE, FLORIDA 33351 Ls TELEPHONE: (954) 572-1777 LB LICENSED BUSINESS FAX: (954) 572-1778 O.R.B. OFFICIAL RECORDS BOOK E-MAIL: surveys(5pulicelandsuiveyois.com PRM BRASS DISK IN 4" X 4" CONCRETE MONUMENT WEBSITE: www.pulicelcindsurveyors.com 00 CERTIFICATE OF AUTHORIZATION LB#3870 TITLE COMMITMENT NUMBER TP TRAVERSE POINT (FOR FIELD INFORMATION ONLY) DRAWN BY: L.H. SCALE: 1" = 40' FILE: B9 SECRETARIAT FL OWNER, LLC CHECKED BY: J.F.P. SURVEY DATE: 12/27/21.,&ORDER NO.: 69389 lnru.Cinn Fnvclnnc in9GGRf1ZGl_7RRR_GGS7-RZGS_gAAr5lAnrGAR W Lo z1-- J Lw 2 = Hco Q W �U) MATCH LINE CCC cucc-r 12 0' 40' 80' 120 GRAPHIC SCALE 1"-40' COPYRIGHT 2021 BY PULICE LAND SURVEYORS, INC. ALL RIGHTS RESERVED. NO PART OF THIS SURVEY MAY BE REPRODUCED, IN ANY FORM OR BY ANY MEANS, WITHOUT PERMISSION IN WRITING FROM AN OFFICER OF PULICE LAND SURVEYORS, INC. KEY MAP MAI UH LINE SEE SHEET 8 LEGEND 0 CONCRETE LB LICENSED BUSINESS 0 ASPHALT PAVEMENT O.R.B. OFFICIAL RECORDS BOOK ® BRICK PAVERS PRM BRASS DISK IN 4" X 4" CONCRETE MONUMENT P.o° ELEVATION 00 TITLE COMMITMENT NUMBER OHW OVERHEAD WIRES TP TRAVERSE POINT (FOR FIELD INFORMATION ONLY) —STM- UNDERGROUND STORM SEWER LINE —SAN— UNDERGROUND SANITARY SEWER LINE Q CENTERLINE R= RADIUS CA= CENTRAL ANGLE A= ARC LENGTH F. D. O. T. FLORIDA DEPARTMENT OF TRANSPORTATION FPL FLORIDA POWER & LIGHT COMPANY W Z J Lw 22 U co ~W Q W �U) MPLETE in Fnvclnnc in ?AARniAl-7RPR-AA57-PIAS-QAArSlAnrARP MATCH LINE --*---------------- --------- - -- - --- SEE SHEET 4---------------- - - -- --------- z9 .i 5j3, 83.0' HYDRANT ge FF 1STORY.. 5B . 6,65 j6 615 1 ga 1 <m 6>>I �WA YBBENCHNARK I LAKE W FALLPIp� I /ONE STORY INVERT ELIVAnON:215'(B) 6.g4 vi/ sttn� CONCRETE CONCRETE Im F" s z�<<^ BUILDING 66 6 1J' CONCW CONCWALL WAWA-ALL ill moo\ 6 I ELEVATION:L SOL' 3 ° I FlNISHED FLOIXj tij 6' ?' CATCH BA511{ s>M Psl ��< '" �w" -- -- FOUND NAIL & - AnON: w m 19 34 5 6 F I < DISK LBBJB] g N p - 7 j CHAIN LINK FENCE MATE EIEVanON: PULL Ism sTi1 im y -- B I k:� 3 69 346 626 x651 �y I I isp er„n dim L _ - AP EDGE OF WATER i 6. 6? 1znD/z, se. - I L------- BIXLAR Fl I ' r5, x6.82 HYDRAN� II . 9 I 60s I UNKI FENCE 2 I�INKNFENCE 51 META_ CIXiCREIE BOLLARD CONCRETE CONCRETE D WALL 3 rip r�6 WALL WALL .3 I 1 c �F L'-------- �+ .�zy 83.1' I 66b \CCcRETE I �1 I I 1�y SOLLARD(3) CWCRETE 13 p9 r10 4 6 13 I z2RI LIGHT POIE ° GATE HOUSE 1' '9.0 I S 6ya� a6 r15 ? ID �I I CONCRETE PEDCES�TAL .per, 6 36. os, am IB f CONCRETE U T PCIS �CONCREIE bs 1; I LIGHT ROLE CHAINgg CONCRETE �/ UCHT PIX£ 69 ROOF OVERHANG f I <ry I lu%X FENCE V°B-CONCREIE 12/ 1 �� M 7 �� 71 UCHT POIE 1] ,-6 62 9GN 1'q5 ` z I f�U4CRETE Ug1T POLE 61/ r ucHT POLE 7 p2 6 618 6 " rl 6g1 684 HORSE STALLS "� I < E 6 I J J I I s I in N cWCRETE I F- \ I I I Cog 0 I 62 �GNT POLI£ WALL \\ m I- \" � I 1 N `Od i 49.5• W06 681 z38 D• �;z: 'v4,�,,q, a W I vFUtD I co 6y4s A 0.5' CONCRETE CURB RWF OVERHANG .j co � I I N �`�' s fi l 634 6?� 6 CATCH SASry 4/ �. OP `" m\ m\ O I 1 0 30 GRATE ELEVATION 8.05 fib x6,31 63 x.1.2 675 O I 1 9m I 6. 6j8y 6. x6.9 carvcWI :11 � I w v~ ,.41m:� 8 g a . ..: F m I bmb I®iCWCRETE •.:.,�'-'.. '..'_sem_ I �NnN I '+1 I LIGHT POLE G.5• CONCRETE CURB OF 6 I ROOVERHANG ?6gm I m 6"<^ �w�W 6 WATER ME1Fn 631s 49r 6.0 _ _ I b So .. 8 - --- - --------- HORSE STALLS . ^ i g1/ 0--- ' 1 UmU. ZZZ� FF.] �m N VU' xm 633W bOr 6 CONCRETE `B��< I 6 665s x658 q8y bps \ I . .. . •.---- y .CONCRETE CON RETE .0 :19' WATFA .60..4 Ws_iS°S CON CW ElE WALL CWALL 1 '" -- -------------- e ALL II,+ I s H 6. z WALL W I 0.5' CONCRETE CURB ROOF OVERHANG mmzz ---- -- ---------- 0I I CRETE CR 32 ...1/M�... � '. snrvsaNsarvsANsnNsnrvsANsnrvsnrvsA Ary ANsnN L p'p��g�// CATCH 06244 1' �, PB''' .• I T " 7\:Mw 16 z O g4 1 2 smasmI 51W51M sm�sma sns sma 51M '.' smI sma CHAIN UNK FENCE CRATE VATIONON:8.54 smI s stN nd sma sns sma -�NVI:RT ELEVAnaNa89'(E) smm r�5 652" FIRE IHYDRANT CONCRETE I 6 6, r, CWCWI% m zrv°-BOULARD $ I I ---1 -t- rb. 56s 617s ®"�uCONCHTRPo'iE r1 p5o€ '4`'s " 68 1RR " 6� 6' Ss ex 6 S I 43 lj. I 5� / 45 0.5' CONCRETE CURB i ROOF OVERHANG % 1 2 6 613s 668 611 68 mY� h I I 1 1 f w (fl HORSE STALLS v1 Al I ykn h I C p1• \\ m I I 6 1 ZONCWAAU_ N"N It W I 82 J 1 1 1 a�/ 6 6 g6y p0 64/ 1 35.0 FPL PRO AARI I 6 6s @-`WWNCTROW, { 0.5' CONLRE E CURB RWF O ERHaNG � q°. i IS IS 1 I I BOLLARD 1 VALVE i d I I I F 6g8s 694s 16� A PORTION OF o U _ I I TRACT A x16 661s li I I Sm I I "CALDER RACE COURSE" CONGEE 8 w I I x76 PLAT BOOK 168, PAGE 57 WALL I 1 1 8a m� 116 CALDER RACE COURSE 1 HAN HOIE / '716 I I F MR.9', (NOT AVAILABLE) WATER '� __1 I o 1 c wm of I J ' ^W EIE 1 p4 I 10.5' CONCRETE CURB .�55�AL�. :� J F \ 1 m I hNGo LLL v, •'�.' ROOF OVERHANG Q\ I Nri 236LLI . KEY MAP 78 bas s 6g0r 6g8 .{ I � \� I I NO 6' I �o 685 rb bps 614s 'I '.I HORSE STALLS w; O \ O I o BI N y66^ LEGEND = CONCRET ASPHALTPAVEMENT ®' B�NTRPo I. 'I. 6 li of I °1i p� --------- 0 1 p4� I se l a3s' cWCREIE cuRe ROOF OVERHANG �`-' N 3 s I s I s ® BRICK PAVERS I I 298. Y1n.t.: N i I -- ------ �- iD°° ELEVATION 68 66 5 CATCHBA51 I I `.. 7g'� I I J -DHw- OVERHEAD WIRES s 6 I I I BOLIARD(3) r6' 69 GRAZE ELEVATIW:8.43ry I I FIB BID 1{ r1 ¢ r1 cancW , 6 N I I I I F 1 STM I ucNTRPOm o-� 66i 665• 41 I I I O L_-----. UNDERGROUND STORM SEWER LINE x615 48� 65� 6. r6. 1� 1 1 I I I ~ -SAN-UNDERGROUND SANITARY SEWER LINE 6' WATER 1 I L_ 0.5' CONCRETE CURB I METER i I O 69 92 J'A ."T z� N ' ROOF OVERHANG I CENTERLINE 04 6. 6. PosT-/ R= RADIUS fi7 1 HORSE STALLS I CA= CENTRAL ANGLE C00 5p/ 614/ 1�r+.�RETE OU WALL I N'S .. ..•' x16( 'S': / " 1 •.� /6h1 I o I A= ARC LENGTH 6635 6. LICWCGHT POLE I I CONCRETE CIXiCRETE CONCWALL ]� Lo x612 638s 634s � 658r 661 I'"' I \\. .. .k WALL WALL CATCHBASN 60 6' °o F. D. 0. T. FLORIDA DEPARTMENT DE 0.5' CONCRETE CURB �S�WAIER.']b�'� NVVERT E�LEVVATION 3.140( I I I I z TRANSPORTATION I \j ROOF OVERHANG VA E 1 I 9p. I os �q s -s SIN _ I 1 i FPL FLORIDA POWER & LIGHT COMPANY 6. 1 W� O` CATCH BA51qq I I r1' 6 fib �s -s 6 OR E E EVAnON:5.B0 I CONCRETE ($) r� 9 INVERT E VATON 29tl(N) I 1 I LB LICENSED BUSINESS FZ05 743 I � I I 9].r O.R.B. OFFICIAL RECORDS BOOK _ FPL PAD Qs �- 60-- 11x 3 64s e IN 9U OVERHANG D.SCONCRETECURB °N0\\ '' I xmF m PRM BRASS DISK IN 4 X 4 CONCRETE 1� ROOF 0 � I I 6. �--UCGRT oLE eWLARD� sqs .�. <w� 63 x653 ON 629s 6°� p1� 626' �°r &�� Ig� I� sl MONUMENT GRAZEE OV ON:6.501ry 6' I AI 2k .. HORSE STALLS IgoI �I I m� INVERT ELLYanON:3.11(5) <hZ I h. // STAIRS I I '=1 1 �r 00 TITLE COMMITMENT NUMBER GATCH BASry 671 x€ I h TWO STORY BUILDING ml cWq m (1 I I SH TP TRAVERSE POINT (FOR FIELD [VanW:8.DO ... - 971 EVATON:N/A ' u� PµECIRICI �' CWCRETE_� , POWER POL£ yy II HANOHOLE 47 25 CATCHBaS4 600 612 10 STIR 11]3 { INFORMATION ONLY) gj HANDHOL£ 6 6' GRAZE ELIEVA..N: 8.0P k, 1 .-.. METAL U0� 6 1 HANOHOLE jg CONIXiETE 6. CONCRETE NLL rc 45 I 1. p8 F I �6 N 6. UCHT PIX£ POWER POLE 1 25]M s B 641 5� 661 m BGGHTT POOLLE m 65 { � �. � � C � s 1 �'sN{ s �Iw j si ' €, UGHHTRPOTI£ j9Y 4� 67 / 5 73 686 CURB k GUTTER ROOF OVEAHPNG a f est* CATCH III 1 I a 7 { 6 z' CONCRETE B iz- iaNDHOL£ I 63 CONCRETE 3`� 6. 6. 62 I 6 -s3.- Sg)• " SDI, GRATE VATIEDEVON fi.;[0(NO�)----------- CONCRETE 6?j"� LIGHT POLE 6. n I I`j�. '�6 s- �1P' FlRE HYONAjNgTsim - INKRT ELEVPTON280OWERPOLEsTN�� INVERT ELEVATION: 230 I { 7 I I DDNIXiEtE CATCH BASIN' 1-61 .. WALL sSJ / WY ----------CATCH BA51 CONIXiEIE ATE ELEVATI WOW FENCE / --- GR ONIBIGRAZE ELEVATW:S.BII / I I 2'a y WALLNLL BOLIAR( ] /'CONCRETE ANCHOF I 1 big' 659 65gi NLL Ojs 519s 629 FIRE 6 9. -u.-u // ///TPD / - _- -- -� 6 r6p4 r 5,95 Sim HYIXtANT 6j' // I/. 4 y 1 p4 1 i WER PO/ LE Y 1� N 2Z x62 53 ° I I CATCH BASIIRnON:8.t1' 649 6'- --------- ----- / // T � � 'I HANIjHOLE 19 y r6. 6. 1 i.26 I r6. j1 .52' NLL ---63 ----------------------------------- RIM EL£VAn //= /// - - 6 1 I- SICN r 6 I 6g8s 6.7 j3 6 s r fi. 4 Boon 1D 1. - . - . - - - ------ --- - / / / --- ----- - N CRN PoM .6.8 tfi.4 -_--- .i 66Zs 645 - 34------- -------� ------ ash � � � q --- ---}-- - ° I { B W��3T LL -r c- t-C�_� � � FEryCE AMI SG --- -------------C�----- BO ---------------- / V& wt- ------- 612 iENc I/ / � sroR�v DLE g, 41 _ ------ 651 - ------ / 61s 66 __ ----- 6------ 670 611 1b ---------- / B rb. ,Lf -METAL / 6.8if d"w UNK FEN �/� C ER ATIW' 11N 6,5 636 9 6g6 668 ----- ---- BauRoj� K I // q �• T / / si �w / / a,��.„ ffi 1s 6' 9 6 p --- =fii.�i -6 1 6'r �slai -�; L-.-.( / MBD STATION03. ------- 2- P 62� z/ 686 bgi --- 51---------�4+- �SGN �HANDHOLE / LN=P0. / / T CRETE - 7 - - WOOD POWER ROLE / / / / _ ---- b? X6.33 ------- f659 60 WY AND 1 W 2 1 cuRe 6 ND --------,-- a,w uFr1s 6. 62 63k I j� ' ' GRAZE FLEVRTIOH:68] RFS]1 ---F---.62 - x-6.50 woW POWER POLE --------------------- ew-onw-oHw �0 / // L�J METAL s.T. 41 9 __ (��/ INVER ELIEVATIIXi'95E'(N) ---------- onw-onw-onw-oHw-DW/ aHW HANDHIXE kjMETAL,� ° ___ -�------- 659 6.44 bbl 62461 I r6 Cp ---- Dew-onw-Dew-Dew-onw-onw-oHw�- GUY ANC OR \ REVENTFA WOW 62.i CON LE _ 'MOOD POWER POLE --------- Q`---------- H 55 oy�'PMOD----------------- -�OU POWER POLE------ W6 _DW 6 I SHEET 7 OF 8 onw - D wPOIYEDR PIXE ----- --CRETE--- --------- nw- nw-OHWDHW-oNw-onw-oNw-onw-oNw-onw onw-onw-o----_------o ---------------�1�uw--�cm,��OFw=�N{�=�nNroRw - oHw -onw onw -ono-- - - - --____ _ - - - - -- - - - - - is0�AnON O PIPE GW ------APPRO$$IMATE EDGE OF WATEfl J-------w�Dn-------- - --- 12/1021 ---x54'47"E �CREPANEL I I 6 G„�e N I I ---------------- _ - - - - 65.86' s,M� 69ti I I -- ------ 664 ATCH BASIN - - - - - OUTF PIPE, 1 W ---� - - - - - ------------ INVERT- ---- VATIW.8.58 Z -onw o onw onw DHw ----- _ - == - ------ CAN --------_ _ - LL (CITY - - - - - wDi �-�FO ---- AL J 111 I POWCUEA POE - -------- _ _ - - - - - - - - - - - - - - - - - D.] / N LLI ELEV D.G CWCREIE HEADWALL 1 61 SATE ELE ' - - - - -------- I -------- --- FErya80ND WN ------- FEN W - - - - ------------------- - - - - - - - - - - - - - TW/tss I 683•i ez]t - - - - - - - - - - - - - - - - - - - - - _ _------- - - - - - - _ _ _ _ _ _ BO FOUND - - - - - �1- - aPPRO IMAIE EDGE OF WATER 8 ELEVATION: ].12 - tz/1a/zt 5.8 U cn olsK I I TO... B W RE1E 0.5' CONC E B I - - - - - - - - - - - - - - - - - - - - -o - - - - - - - - - - - Q W _ 3'00"W 1322.66'(TOTAL) s s 6 _ _ _ _ _ _ -- - __I I I i i ALTA/NSP r I I _ -- r6.i �6.0 - - - - D ca RETE . Ss 5 6 I I _ _ _ _ - - - - - 21 s' -------- ----- -S871 - - - - -- - - - cuB TRACT 6 I I I LL] - 9° C 60• CHAIN UNK FENCE _ _ - 6 .6 Z• "LAKE LUCERNE VILLAS" - - - - PLAT BOOK 99, PAGE 67 ------------------ I I I I L 566. I I - O.'CO ETE S60' __--------- I ----------- I I I I I -- ----------- � PLS 5qs' I --------------------{ 140 --------------- 0' 40' 80' 120' COPYRIGHT 2021 BY PULICE LAND SURVEYORS, INC. ALL RIGHTS RESERVED. NO PART OF THIS SURVEY MAY BE REPRODUCED, IN ANY FORM OR BY ANY MEANS, GRAPHIC SCALE WITHOUT PERMISSION IN WRITING FROM AN OFFICER OF DRAWN BY: L.H. SCA PULICE LAND SURVEYORS, INC. 1"=40' CHECKED BY: J.F.P.'A SURVEY THIS DOCUMENT IS NEITHER FULL NOR COMPLETE ■ •, i.Cinn FDVPInnP in 9GGRF1ZGa-7RRR-AAS7-PIAS-QGArSl Anr ARP L--------- ------------------ p4/ ,14 10 2� 1 yi 1 6 CATCH BASINr CRAZE EIEVATON: F]UBLL -1-1 � . - . -.-.-. ------ --.-. ...... . CHAIN LINK 105' pg 1 3' 1'5- 111' t 1 137 I j32� 11 � 16/ 18� 119 CATCH BASI-M FULL HAppNryryDHOLE GRATE � AT )%:866 A PO T PF FIRE HYDRANTf UGHTCROEW0.5 n. 11. ee LILTBl0 CONCCURB 9241 1 I X06 I I I I g B�Bbi r I\ \ o.R. (NOT AVAILABLE) 8 65 �-B--RCR-RTE�RhGU-L g. -7 8 �\;-------- - �- _ _________ -�1 - -- ® slcN � I X60 ip8 / pR{ !nq AN��! I I \ / II eoa / I I I I I I / SIGN BACKFLOW - - - - - - - - - - - - - - - - - I I I I JPREVENWR y 51 sl I / sl J a F p9v / AID / 692 O / z M T X35 1 20 - - - - - - - - - - - - - - - - - - - 1 1 1 I 17 613 u TDP BE MANHOL% GAS LINE MARKER / 1� rn / > ^�F 1 4 I I \ 765 114 = DO G.5' CONMEM 16�'•s' 4 __ \ GRAZE WEVRPOH:11N N a'a \ \ %) I 0 CD e 692 z, - _-_____-- 1 1 I wry �-6 0p 11 z I , FULL HAppNryryDHOLE r J I A PO T PF FIRE HYDRANTf UGHTCROEW0.5 n. I I L I ee LILTBl0 CONCCURB 9241 1 I DISK lT1 L I I I I g CALDER RACE COURSE FouD 34-1134-014-DDID I\ \ o.R. (NOT AVAILABLE) 8 65 �-B--RCR-RTE�RhGU-L g. -7 GENERATOR �\;-------- - �- _ _________ -�1 - -- ® slcN � I F. D. 0. T. pR{ !nq AN��! I I \ gp-- � II eoa D.s•caNc�pe E I I I I I I / SIGN I I I I I I 1 1 I I 92 (SIGN �,,SGN I I I I 97 y 51 sl I 9 sl 51 a / �o 692 / z M T X35 1 I I 1 1 I 1 1 1 I 17 613 u TDP BE MANHOL% GAS LINE MARKER I 1 i i I 1� ZBS STORM STORM MAN01£ HRIM ELEVATOR:7.99 RIM EIEVATON: ].99' 1 ^�F 1 4 I I 6 765 114 = I I I I I I G.5' CONMEM 16�'•s' 4 __ GRAZE WEVRPOH:11N N a'a I I UID e 692 z, - _-_____-- I wry �-6 0p 11 I I Iy I I I I I I CENTER'g SECTOR 3A- 1-41 ---------- J/ bog I 1 1 I 1� 7,57 L,616 SIGN SIGN sICN 133 p2 1p6 1 I I -----J I I 5$"� 6 ECT N 3 51- 1 I I' I BOLLARD N 129 1 J I I 1 9G1 NO j1ANDIlOLE 1 CO U TCR T PO I I I\ 7.3 6 69 I SIGN I 9GN 31� • I I 1 117 � L--�_---__--1 1 \ J 0.5'ICON CCLpO UGHTTCPOL�£ 11 1774' 113 'ate' I I r---1 0 IN IN T (N(9)) RTE VATON:639 (s) 698 6 e 11 I I I Oh / I 71 GAM SA911 3 HAN HOLE 1 11 1 I 11 pp I� I GRA ELEB TON: .5i 95_ 1 11 I I I I6 GRA ELE ATON 890M II I 11 I I 1 6g rb 1 / / 01 7.4 SIGN 11 I I I I II I I I� SIGN I I 1 JI I I I 6 91 6 g9 --��-r 1 '163 a5 CONCRETE C, CURB 7p6• �6. X636 95 CONCRETE ucHr PIXE 1.0 656 I 1 7 04 9� I II ®I I 1 Sim 2g 619 /x wTlm "y y2� I II I I I ----------------� 1 1 I I �n iOI Pi„E 750 CONCRETE 6, 92 UGHT POLE _ _ _ --_--- Sim 9 CATCH BASIN O6.9T F BABB E"N STN: 65>2 6 149 GUY CURB ONCRETE ,SIM 1 I I7., I I / _ ' 6 I I y� I N III . J- H DH 1 I -_-__�- --_-_--_-_--J I I I 1 31 G•ND GHT POLE --_-_- CONC GRIT OLE --_-- 4� �J I WALLIWTN.ER I 4.fi W/G9•R s7. ' GCOHT OLE 9 91, ---------- ------------- -----------------� I I �T)R 7. Sim Sim CATCH BASIN 121 J T I y I A GRATE E (VATON: ].26' R VALVE GRAM ('IQ(N) -_------------ I I re' 122 4 69 CONCRETE WALL -------------� I 40'151,j �54 _ , I -- -- _ --------------i- 1C-- WATER VALVE --- L--nt'-1 I -- --------1----- I IQ_LIGHTRPO&E _�_ [ PIPE k �' NW 208TH TERR I"3�''w I��Ni 25' PUBLIC RIGHT-OF-WAY a, - - \ az R9"' X39 ►IwIwIwlwllwlwlwlwlwlwllwl� ►IwI /wI1 Ilw1� I I�►�►�.�.eae�VY\� lea ,eeeweOC� IIIIJAIII%ma IIID✓IIIIJ♦i F, ,wwww 21 1; ww R ww� Wwe ►ww�112_f4 wWiV �•weiwwww�eewC' IIIIIIIIIIIIIIA ►✓J III ✓lOIJJ!!!II✓J!h \IIIII✓JJ♦:Fal �I i•' �� wwwwwwwwwwwwww� ew. ►wv .•.ee..e�nneww►ww• X31; _2www` IIIIIII*lr�l"!'Fh _!II........�IlliiIIIIIII!✓IIIILIIiIIIII IIIIIIIOs6 si• ,wwwwwwwe�6:: eef`•• 01&142 wwNwwww • wwNww�lw�� r{wI��I1,K I,I, �I ��IwI�I��4. ��a►wI �I1Iw�a2�� IN�n \ `� �wIwwwwlwlwlwlwlwlwlwlwlwlwlwlCw __ CATCH BASIN �ialiliIVi l 1._-.. 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LLI. ♦.♦AAALLL. `,� .�Iele/e/elelY��*w,0✓e�I,V� � �,i 1i,Ii,Ii°.',�I,�1, lC1�I,�1,,�iii,IiV,�I,�I,�1,, `w��W�'i��\�♦O��w��\�\�\�_\e, wew��w�� e� ��a.� �I\�Ii,I:' O�I,,� 1��Ii,Ii,I,V,�I,� I �I,, 1 t,Ii,IiV,'I:�P, �• `, � � 1 1 • � � '•�"' ^' . �www.�dawo�wwwwwwwwa�� Feew�w\e\ �:\��ww��•. 4fi j1. ELECTRIC PANEC"a '-ON POST X62: 1 FULL RIM EIEVATION:10.03' - •>\ INVERRTTELEEVATON-0.IT,�S �9 -.s 1851 /AN 8`° CATCH BASIN EIEVATON:9.33' A PO T PF FIRE HYDRANTf INVERT ELEVATION -0.2] E� CONCRETE -_-------_ "CALDER RACE COURSE" CATCH BA9ry1 ELEVATION sq 998 PDWER P01E 1 yy CALDER RACE COURSE FouD 34-1134-014-DDID // o.R. (NOT AVAILABLE) HANa1q.E g. / GENERATOR I �6p7 - ---- -�1 BATEWTE I F. D. 0. T. --_--51a� FPL \.�F826----�__----- ---------_____- LICENSED BUSINESS �-- / / / RISEIMPG8.91VRN' - z INVERT EIDEVATON:-0.29'(N& 'F`'- 111111 1110 a 1 INVERT LLEVATON:-0.39'l(5 ----- -scN- ----------- 6K4 BOLLARD dRdr'IJGOR /AE f11 CHAIN UNK FENCE 716 / �o 692 / z M T X35 1 I I 1 1 I I I ZP 613 u TDP BE 65' GAS LINE MARKER - BB__-_-X45-------------651_-_Z i I ,65 6 00 1 / __ GRAZE WEVRPOH:11N N a'a I I UID 692 z, - _-_____-- I wry �-6 0p 11 I I Iy I I I I I I CENTER'g SECTOR 3A- 1-41 ---------- J/ bog I 1 I I I I 7,57 L,616 101 971i51 BASINS DRAT: ELEVAT 4fi j1. ELECTRIC PANEC"a '-ON POST X62: 1 CHAIN LINK 1 g0' I- I INCREW WALL 116 SIGN EL WATER METER WATER VALVE DISK 6 WALL CORNER0.' CON ERE 1 I - $ GIS 21 C CURB & 6 CON ETE 6 •?9�• ------- i ungg iy 46' .Jl'-_-----_-_ gO og .69' ----_-_- EO ga1 _ -- � ----- -------I ---------- I ------------- i II I FULL CONTROL VALVE CATCH BASIN EIEVATON:9.33' A PO T PF FIRE HYDRANTf NLL Mf 1 _ -_ -_-------_ "CALDER RACE COURSE" CATCH BA9ry1 ELEVATION PLAT BOOK 168, PAGE 57 GRAZE ELEVATON:8(934 1 yy CALDER RACE COURSE FouD 34-1134-014-DDID b21 811 9.59 --_-_ o.R. (NOT AVAILABLE) HANa1q.E CHAIN LINK 1 g0' I- I INCREW WALL 116 SIGN EL WATER METER WATER VALVE DISK 6 WALL CORNER0.' CON ERE 1 I - $ GIS 21 C CURB & 6 CON ETE 6 •?9�• ------- i ungg iy 46' .Jl'-_-----_-_ gO og .69' ----_-_- EO ga1 _ -- � ----- -------I ---------- I ------------- i II I KEY MAP LEGEND ,671 b50 ucHim g.33 0 0'� 1 _ -_ -_-------_ �- 6.71' 65 ELEVATION 1y. yI( 1 yy 109 b21 811 9.59 --_-_ Bsl' _g51 slcG N_---_�-- HANa1q.E g. y----_---- W� - I �6p7 - ---- -�1 1 I F. D. 0. T. --_--51a� FPL \.�F826----�__----- ---------_____- LICENSED BUSINESS �-- / ® I I I I 6084 I 'F`'- 111111 1110 a 1 ' ----- -scN- ----------- 6K4 dRdr'IJGOR /AE f11 6. I �o 692 191 _:. X35 1 I I 1 1 I I I 613 u TDP BE 65' GAS LINE MARKER - BB__-_-X45-------------651_-_Z i I ,65 6 00 1 / __ a'a I I I 692 z, - _-_____-- I wry �-6 0p 11 I I Iy I I I I I I CENTER'g SECTOR 3A- 1-41 1 SOUTH UNE HE 1 bog I 1 I I I I W UNE W 1 L,616 1 X79----- I 133 p2 1p6 1 5$"� 6 ECT N 3 51- 1 I I' I BOLLARD 4 SECTION J4-51- 1 129 N RTA HE S 1 4 1 - I/ ' I I I 15 0CATCH 6 69 I I 16 AM 612 I VATGN ONJ9 I I I 1 I 1g 113 4 06 IN IN T (N(9)) RTE VATON:639 (s) 698 6 CATCH 61 / I I 3 51, 656 6qg' TO INVEREEAN�0 pp I� I 699 6 I6 I 692 65 , 752 152 / / 01 7.4 I I I Im I n '163 �6. X636 633 6.12 CONCRETE ucHr PIXE / / I 656 I 1 7 04 9� OUUCCICTRRE Sim 2g 619 /x wTlm "y 6.91 6 ----------------� 15 I I �n iOI Pi„E 750 CONCRETE 6, 92 UGHT POLE _ _ _ --_--- I I= 65>2 / / /6.55" 149 CONCETE �HANDHOIE U; I POI WAIIE UNK 68 -_-__-__6---_ ------ --67 I I I / _ ' 6 I I y� I N 104 -_-_--_683_--- 64 "" 1 I -_-__�- 1 I 3' 1 31 -_ --_-_- CONC GRIT OLE --_-- -__-_ I WALLIWTN.ER I 4.fi W/G9•R FOUND 4• % C CONCRETE PRIMU13271 MIlH Dl91( GCOHT OLE 9 91, ---------- SIGN/ 631 p T aE 110 -_--_ HOI HANDE 4 69 CONCRETE WALL y I I I s HANDHOLE(2) 191 -------------- r6311� 6.81,691 S87°12'37°W 696.78' 6 6 6.45 O.T NCRETE TCH AS11 619 I - 56 6.54 6Tg� N T VA aa: t. 9 WW fJS i I UNPLATTED ACREAGERIGHTS 0' 40' - 80' 120'1 s1M SURVEYORS, INC. THIS SURVEY MAY ( MIs1M s s1M 610-' U CH T PO 5 1M s1M s1M 5 1M s1M s1M s1M s s1M �F ,596 __ U < I I I I I I I I I I I s BY ANY MEANS, 610 655 64e SCALE WITHOUT PERMISSION IN WRITING II OF I I o 6i 616 "=40' PULICE LAND SURVEYORS, INC. I 1 I 1 1 ,625 6.27 ,yg11 I 1 1 . 1 BONE I ROLES KEY MAP LEGEND ,671 b50 660g96 0 ASPHALT PAVEMENT ® f 1 0� 1 M'C I `D21 I 3 ELEVATION I OVERHEAD WIRES 109 6gfi bg1 6941 AN UNDERGROUND SANITARY SEWER LINE CENTERLINE R= I �6p7 1 I I I 6p3 1 ARC LENGTH F. D. 0. T. 6 FPL 6� 5 LB LICENSED BUSINESS O.R.B. I I I I I 641 I TITLE COMMITMENT NUMBER TP 69 6K4 692 GHT aE X35 1 I I 1 1 699 u TDP BE 65' I I 1 1 RCOiITGD� 6 I I I I I 11 1p3' HANOHIXE(2)194/ 692 I wry �-6 0p 11 I I Iy I I I I I I CENTER'g SECTOR 3A- 1-41 1 SOUTH UNE HE 1 613 W UNE W 1 L,616 1 I I I I I •I I • I 14 TL/SECTOR 31-- -♦♦1 - • - • - \NORTH ON SEV4 p2 1p6 1 5$"� 6 ECT N 3 51- 1 I I' I BOLLARD 4 SECTION J4-51- 1 129 N RTA HE S 1 4 - I/ ' I I I 15 6 69 I I 16 II 698 6 CATCH BASN / I I 69 51, 656 6qg' TO INVEREEAN�0 pp I� I 6 I6 I I 65 , 582 / / 01 7.4 696 0g5 650� �j 1g' 669s 1131 CONCRETE ucHr PIXE / / I 656 I 1 9� OUUCCICTRRE Sim i c 619 /x wTlm "y 6.91 6 ----------------� 22 I I �n iOI Pi„E 750 CONCRETE 6, 92 UGHT POLE _ _ _ --_--- -_-_--_ --- - _ 65>2 / / /6.55" 6 I I CONCETE �HANDHOIE U; I POI WAIIE UNK 68 -_-__-__6---_ ------ --67 'j` ,,. 52 / _ ' 6 I I y� I N -_-_--_683_--- 64 "" -_-__�- 1 I -_ --_-_- --_-- -__-_ I WALLIWTN.ER I 4.fi W/G9•R FOUND 4• % C CONCRETE PRIMU13271 MIlH Dl91( ----- ---------- SIGN/ 1 -_--_ CONCRETE WALL /WATER VALVE --------------- --- - - - -RdSIGN -------------- S87°12'37°W 696.78' O.T NCRETE I - I UNPLATTED ACREAGERIGHTS 0' 40' 80' 120'1 COPYRIGHT 2021 BY PULICE LAND RESERVED. NO PART OF SURVEYORS, INC. THIS SURVEY MAY ALL BE I SOLD -SONG' A PORTION OF REPRODUCED, IN ANY FORM OR BY ANY MEANS, SECTION 34-51-41 GRAPHIC SCALE WITHOUT PERMISSION IN WRITING FROM AN OFFICER OF AI FOLIO #34-1134-000-0030 "=40' PULICE LAND SURVEYORS, INC. 1 -� KEY MAP LEGEND 0 CONCRETE 0 ASPHALT PAVEMENT ® BRICK PAVERS 'Opo ELEVATION OHW OVERHEAD WIRES -STM UNDERGROUND STORM SEWER LINE AN UNDERGROUND SANITARY SEWER LINE CENTERLINE R= RADIUS CA- CENTRAL ANGLE A- ARC LENGTH F. D. 0. T. FLORIDA DEPARTMENT OF TRANSPORTATION FPL FLORIDA POWER & LIGHT COMPANY LB LICENSED BUSINESS O.R.B. OFFICIAL RECORDS BOOK PRM BRASS DISK IN 4" X 4" CONCRETE MONUMENT 00 TITLE COMMITMENT NUMBER TP TRAVERSE POINT (FOR FIELD INFORMATION ONLY) THIS DOCUMENT IS NEITHER FULL NOR COMPLETE 1 SECRETARIAT SITE NW 215TH STREET MIAMI GARDENS, FLORIDA 33056 (CITY OF MIAMI GARDENS, MIAMI-DADE COUNTY) BOUNDARY AND TOPOGRAPHIC SURVEY ALTA/NSPS LAND TITLE SURVEY PULICE LAND SURVEYORS, INC. 5381 NOB HILL ROAD SUNRISE, FLORIDA 33351 PLS TELEPHONE: (954) 572-1777 FAX: (954) 572-1778 E-MAIL: surveys(5pulicelandsuiveyois.com WEBSITE: www.pulicelcindsurveyors.com CERTIFICATE OF AUTHORIZATION LB#3870 DRAWN BY: L.H. SCALE: 1" = 40' FILE: B9 SECRETARIAT FL OWNER, LLC CHECKED BY: J.F.P. SURVEY DATE: 12/27/21 ORDER NO.: 69389