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HomeMy WebLinkAboutExhibit 1This Instrument Prepared by Company: City of Miami Office of the City Attorney Julie O. Bru, City Attorney Address: 444 Southwest 2nd Avenue, Suite 945 Miami, Florida 33130 GRANT OF EASEMENT Reserved for Circuit Court THIS INDENTURE, made this day of , 2011, between THE CITY OF NIIAMI, a municipal corporation of the State of Florida, (hereinafter called "GRANTOR"), and MIAMI-DADE COUNTY, a political subdivision of the State of Florida, whose mailing address is c/o Miami -Dade Water and Sewer Department, P.O. Box 330316, Miami, FL 33233-0316, hereinafter called ("GRANTEE"); WITNESSETH: THAT, the GRANTOR, for and in consideration of the sum of TEN DOLLARS ($10.00) and other good and valuable considerations, the receipt of which is hereby acknowledged by the GRANTOR, has granted and does hereby grant to the GRANTEE, its successors and assigns, forever, the right and privilege of a non-exclusive water main easement on the property of the GRANTOR, shown and described on EXHIBIT "A" attached hereto and made a part hereof, (hereinafter called the "FACILITIES" or "EASEMENT") to construct, install, operate and maintain water main facilities, inspect water transmission and distribution facilities and all appurtenances thereto, including but not limited to fire hydrants, and/or sewage transmission and collection facilities and all appurtenant equipment, with the right to reconstruct, improve change and remove all or any of the facilities within the easement, with the full right of ingress thereto and egress therefrom on the express condition that it is used for the express purposes provided herein; The GRANTEE shall regulate the installation and future operations of the FACILITIES so as not to conflict with normal operations of the GRANTOR; however, the GRANTEE shall have- full right to enter upon the EASEMENT at any time when normal operations or emergency repairs of the FACILITIES are required. By acceptance of this instrument, the GRANTEE agrees to indemnify and hold harmless the GRANTOR from all and against all suits, claims, judgments, and all loss, damage, costs or charges including attorney's fees and court costs arising directly or indirectly from the installation or maintenance, repair, use or existence of the GRANTEE'S FACILITIES within the EASEMENT. The GRANTEE acknowledges its liability for torts to the extent provided and allowed under Section 768.28, Florida Statutes. This indemnification shall survive any cancellation of this agreement. Any contractors utilized by GRANTEE in connection with activities undertaken in connection with this water main EASEMENT shall: (1) indemnify the GRANTOR and the GRANTEE for the negligence of the contractor and its subcontractors in connection with any activities undertaken on the Easement Parcel, and (2) obtain and provide to GRANTOR and GRANTEE with a certificate of insurance for commercial general liability on a primary and non contributory basis with limits of at least $1,000,000 per occurrence, $2,000,000 aggregate for bodily injury, including death and property damage, affording coverage. for premises and operations liability, contractual and contingent exposures, products and completed operations, and including coverage for personal and advertising injury, and any applicable endorsements in connection thereto. In addition, the certificate must provide coverage for all owned, hired and non owned autos with minimum limits of coverage of $1,000,000, and must also reflect coverage for workers' compensation in accordance to statutory limits for the State of Florida, and a limit of $500,000 for employer liability for each accident, disease each employee and disease policy limit. In addition, the certificate must provide umbrella coverage (excess follow form) with limits of $1,000,000 per occurrence, $1,000,000 aggregate. The certificate must list GRANTOR AND GRANTEE as an additional insured with respect to general liability and auto, and umbrella coverage, and must reflect (30) days on the cancellation provision, except for non-payment (10) days. 2 The GRANTOR shall be given written notice and the opportunity by the GRANTEE to attend all preconstruction meetings on installation work of the FACILITIES within the EASEMENT and shall be notified in writing well in advance of the actual start of construction within the EASEMENT. It is further understood and agreed by and between the parties hereto that GRANTOR reserves itself, its heirs and assigns, all other rights not specifically granted herein, including but not limited to the right to construct streets, cross and recross said EASEMENT, and the right to erect light or telephone lines or any other improvements which do not hinder the operation of the FACILITIES by the GRANTEE on an ongoing basis. The GRANTEE shall be held responsible for any damage to adjacent property as a result of the installation and future operation of the FACILITIES, and further, shall restore all standard pavements, sidewalks, . curb and gutter, existing utilities, and landscaping to a condition acceptable to the GRANTOR. The GRANTEE during the course of installation and future operation of the FACILITIES shall not encroach beyond the boundaries of the EASEMENT or any other easement that may be granted by the GRANTOR. Should the EASEMENT be abandoned or discontinued by the GRANTEE or the GRANTEE fails to complete the Improvements, the GRANTEE shall remove any partial or incomplete FACILITIES; the EASEMENT shallautomatically cease and be surrendered without the necessity of any further action by GRANTOR and the EASEMENT will revert with the right of immediate possession and right of entry to the GRANTOR or its successors in interest. The GRANTOR does hereby affirm that it has full power and authority to grant this EASEMENT and GRANTEE accepts the property in "as is" condition. All notices, requests, consents and other communications required or permitted under this EASEMENT shall be in writing (including telex and telegraphic communications) and shall be (as elected by the person giving such notice) hand delivered by messenger or courier service, telecommunicated, or mailed (airmail if international) by registered or certified mail (postage prepaid), return receipt requested, or sent by any form of overnight mail, addressed to: 3 TO GRANTEE: Miami -Dade County c/o Director, Miami -Dade Water and Sewer Department 3071 SW 38th Avenue, 5th Floor Miami, Florida 33146 TO GRANTOR: CITY OF NIIAMI City Manager City of Miami 3500 Pan American Drive Miami, FL 33133 WITH COPIES TO: City of Miami City Attorney 444 SW 2 Avenue, Suite 945 Miami, FL 33130 City of Miami Director of Public Facilities 444 SW 2 Avenue, Suite 325 Miami, FL 33130 or to such other address as any party may designate by notice complying with the terms of this paragraph. Each such notice shall be deemed delivered (1) on the date delivered if by personal delivery; (2) on the date telecommunicated if by telegraph; (3) on the date of transmission with confirmed receipt if by telex, telefax or other telegraphic method; (4) on the date upon which the return receipt is signed or delivery is refused or the notice is designated by the postal authorities as not deliverable, as the case may be, if mailed; and (5) one day after mailing by any fouuii of overnight mail service. Any disputes between the parties under this instrument will be resolved in accordance with the Florida Governmental Conflict Resolution Act, Ch. 164, Fla. Stat., as amended from time to time. 4 IN WITNESS WHEREOF, the Grantor herein has caused these presents to be executed in its name on the day and year first above written. Attestation of this EASEMENT by the City Clerk shall constitute evidence of approval by the City of Miami. CITY OF MIAMI, a municipal corporation of the State of Florida By: Johnny Martinez, P.E., City Manager ATTEST: Priscilla A. Thompson City Clerk APPROVED AS TO FORM AND APPROVED AS TO INSURANCE CORRECTNESS: REQUIREMENTS: Julie O. Bru Calvin Ellis, i Director City Attorney Risk Management Department 5 EXHIBIT "A" LEGAL DESCRIPTION AND SKETCH 6 EXHIBIT "A" LOCATION MAP A PORTION OF SECTION 2, TOWNSHIP 54 SOUTH, RANGE 41 EAST, • CITY OF MIAMI MIAMI - DADE COUNTY, FL 1"=500' SUBJECT WATER DISTRIBUTION SYSTEM--� EASEMENT MLAMI BALL PARK ER #: DW - 2009 - 092 SKETCH AND LEGAL DESCRIPTION NOTES: 1. THIS SKETCH AND LEGAL DESCRIPTION DOES NOT CONSTITUTE A BOUNDARY SURVEY. 2. BEARINGS SHOWN ARE TO AN ASSUMED MERIDIAN_ THE CENTER LINE OF "NM'. 14 AVENUE" HAS BEEN ASSIGNED A BEARING OF N01 °46'36 WV. 3. SEE SHEETS 2 THROUGH 7 FOR GEOMETRIC SKETCH. 4. SEE SHEETS 8 THROUGH 10 FOR LEGAL DESCRIPTION. 5. THIS SKETCH AND LEGAL DESCRIPTION IS INTENDED TO ENCOMPASS A 12.00 FOOT STRIP OF EASEMENT, 6.00 ON EACH SIDE OF THE NEWLY INSTALLED CENTERLINE OF WATER MAIN FOR THE SUBJECT SITE. UNDER, WASD AGREEMENT No. 20397; DV'2009-092 6. THE CENTERLINE OF THE EASEMEA'T DEPICTED ON THIS SKETCH AND LEGAL DESCRIPTION COINCIDES WITH THE CENTER LINE OF THE WA I ER MAIN AS -BUILT PREPARED BY SOUTH PENTASULA SURVEYING, CORP. UNDER FILE No. E-1868. 7. ALL EASEMENTS WITHIN TRACTS "A" AND "B" ARE BY OTHERS. zm 00 o. SOUTH PENINSULA SURVEYING, CORP. SANTIAGO A. DOMINGUEZ, PRESIDENT PROFESSIONAL SURVEYOR AND MAPPER LS # 6698 STATE OF FLORIDA. .-N. LINE O SEC. 2.54-11 TRACT-C 168-25 (MOCR) FOLIO No. 01-4102-08b-0030 TRACT-D ` 168-25 (MDCR) FOLIO No. 01-4102-006-004 Err AUTHENTIC COPIES OF TIES SKETCH AND LEGAL DESCRIPTION SHALL BEAR THE RAISED SEAL OF THE A 1 1 ESTING PROFESSIONAL SURVEYOR AND MAPPER LEGEND / SYMBOLS: (MDCR) - MIAMI DADE COUNTY RECORD L— ARC LENTH POC — POINT OF COMMENCEMENT POE — POT — PC — PT — PB— PG— PRC— R— TYP — CML - SEC— TWP— RGE— R/W — POINT OF BEGINNING POINT OF TERMINATION POINT OF CURVATURE POINT OF TANGENCY PLAT BOOK PAGE PROPERTY LINE POINT OF REVERSE CURVE RADIUS TYPICAL CEN 1 ER LINE CITY MONUMENT LLNE SECTION TOWNSHIP RANGE RIGHT OF WAY ©--- DELTA REVISIONS: 11-18-10: AS PER ENGINEERING COMMENTS 12-02-10: AS PER ENGLNEERING COMMENTS 03-11-11: AS PER ENGINEERING COMMENTS THIS SHEET NOT VALID WTINOUTTHE OTHERS DATE: 10 - 07 -2010 SCALE: AS SHOWN JOB ORDER: 105355 CADD: MARLINS ESMNTS DRAWN BY: D.D. F.B. n/a PG_ n/a FILE NO. A-1248 SHEET: 1 OF 11 SOUTH PENINSULA SURVEYING, CORP. LB ## 7583 LAND DEVELOPMENT CONSULTANTS . SURVEYORS -PLANNERS CONSTRUCTION LAYOUT 1799 N.E. 164th STREET, SUITE 105 NORTH MIAMI BEACH, FLORIDA 33162 (P) (305) 687-9191 (C) (786) 376-9702 e-MAIL SOUTHPENINSULA@GMAIL.COM 4th STREET w Z w m 2 EXHIBIT "A" GEOMETRIC SKETCH m ry F" W UO Cr 0, w � o� Wv ZO JO m W ?y J P.O.C. (POINT OF CUSPIDE) MOST NORTHWESTERLY 0 CORNER OF TRACT-D (768-25) W \A=90'31'13" R=25.00' �. L=39.50• a0 a p 0 P. C. P.O.B7W- CC 25 THIS SHEET NOT VALID WITH° T THE OTHE TRACT B PLAT BOOK 168, PAGE 25 (MDCR) SOUTH LINE OF TRACT-B NORTH LINE OF TRACT-D PLAT BOOK 16E, PAGE 25 60. 04- S.47 21'05 E. 7. 05' 72' M-DWASD EASEMENT TRACT D PLAT BOOK 168, PAGE 25 (MDCR) O 11T O w w A=18 `10'53' R-300.00' Cr) L=95.20' W W w -J DATE: 10 - 07 -2010 SCALE: 1 " = 30' JOB ORDER: 105355 CADD: MARLINS ESMNTS DRAWN BY: D.D. F.B. n/a PC. n/a FILE NO. A-1248 SHEET: 2 OF 11 SOUTH PENINSULA SURVEYING, CORP. LB # 7583 LAND DEVELOPMENT CONSULTANTS SURVEYORS - PLANNERS CONSTRUCTION LAYOUT 1799 N.E. 164th STREET, SUITE 105 NORTH MIAMI BEACH, FLORIDA 33162 (P) (305) 687-9191 (C) (786) 376-9702 e-MAIL SOUTHPENINSULA©GMAIL.COM -LI LL1 P.O.T. A=1 E' 10'S3' R=30O.00' L-95.20' N_85143'24"E. 9.49' N.85143'24 "E. 55.71' EXHIBIT "A" GEOMETRIC SKETCH 12 Q 0 W 12' M-DSD EASEMNNT TRACT C PLAT BOOK 168, PAGE 25 (MDCR) TRACT D PLAT BOOK 168, PAGE 25 (MDCR) T1-1IS SHEET NOT VALID WITHOUT THE OTHERS SOUTH LINE OF TRACT-6 NORTH LINE OF TRACT-D PLAT BOOK 168, PAGE 25 A•1e`OS'10- - a`rrzz.an. 1B17 DATE: 10 - 07 -2010 SCALE: 1 " = 30' JOB ORDER: 105355 CADD: MARLINS ESMNTS DRAWN BY: D.D. F.B. n/a PG. n/a FILE NO. A-1248 SHEET: 3 OF 11 SOUTH PENINSULA SURVEYING, CORP_ LB#7583 LAND DEVELOPMENT CONSULTANTS SURVEYORS -PLANNERS CONSTRUCTION LAYOUT 1799 N.E. 164th STREET, SUITE 105 NORTH MIAML BEACH, FLORIDA 33162 (P) (305) 687-9191 (C) (786) 376-9702 e-MAIL SOUTHPENINSULAQGMAIL.COM to o- 58 2s 8 E'. 5V S. 82.47.05 "E. 14. 74• JS48^ 28- E A I s.0' SKEET NOT VALID WITHOUT THE THERS EXHIBIT "A" GEOMETRIC SKETCH TRACT C PLAT BOOK 168, PAGE 25 (MDCR) SOUTH LINE OF TRACT-C NORTH'LINE OF TRACT-D PLAT BOOK 168, PAGE 25 A.y 72 o�R=l2. 00' — =ass TRACT D PLAT BOOK 168, PAGE 25 (MDCR) 12' M-OR'ASD EASEMENT 0 In w w MATCH LINE DATE: 10 - 07 -2010 SCALE: 1 " = 30' JOB ORDER: 105355 CADD: MARLINS ESMNTS DRAWN BY: D.D. F.B. n/a PG. n/a FILE NO. A-124S SHEET: 4 OF 11 SOUTH PENINSULA SURVEYING, CORP. LB # 7583 LAND DEVELOPMENT CONSULTANTS SURVEYORS -PLANNERS CONSTRUCTION LAYOUT 1799 N.E. 1641h STRE1:1, SUITE 105 NORTH MIAMI BEACH, FLORIDA 33162 (F) (305) 687-9191 (C) (786) 376-9702 e-MAIL SOUTBPENINSULA@GMAIL.COM • W O W z EXHIBIT "A" GEOMETRIC SKETCH TRACT C PLAT BOOK 168, PAGE 25 (MDCR) SOUTH LINE OF TRACT-C NORTH LINE OF TRACT -D PLAT BOOK 168, PAGE 25 12' M-DW/+SD EASEMENT A.44'06'19` R=1122.110' L=S63.7 PLAT. BOOK 168, PAGE 25 (MDCR) T4SHEET NOT VALID WITHOUT THE OTHERS DATE: 10 - 07 -2010 SCALE: 1 " = 30' JOB ORDER: 105355 CADD: MARLINS ESMNTS DRAWN BY: D.D. F.B. n/a PG. n/a FILE NO. A-1248 SHEET: 5 OF 11 SOUTH PENINSULA SURVEYING, CORP. LB # 7583 LAND DEVELOPMENT CONSULTANTS SURVEYORS - PLANNERS CONSTRUCTION LAYOUT 1799 N.E. 164th STREET, SUITE 105 NORTH MIAMI BEACH, FLORIDA 33162 (P) (305) 687-9191 (C) (786) 376-9702 e-MAIL SOU'IHPEN NSULA@GMAIL.COM EXHIBIT "A" GEOMETRIC SKETCH TRACT C PLAT BOOK 168, PAGE 25 (MDCR) SOUTH LINE OF TRACT-C PLAT BOOK 16E, PAGE 25 4E.p6'18 F 22.00' se;. pRIVATE DRIVE TH4S SHEET NOT VALID 177THOUT THE OTHERS 12' M-DW'ASD EASEMrNT NORTH LINE OF TRACT-D PLAT BOOK 168, PAGE 25 TRACT D PLAT BOOK 168, PAGE 25 (MDCR) DATE: 10 - 07 -2010 SCALE: 1 " = 30' JOB ORDER: 105355 CADD: MARLINS ESN NTTS DRAWN BY: D.D. F.B. n/a PG. n/a FILE NO. A-1248 SHEET: 6 OF 11 SOUTH PENINSULA SURVEYING, CORP. LB # 7583 LAND DEVELOPMENT CONSULTANTS SURVEYORS - PLANNERS CONS 1 RUCTION LAYOUT 1799 N.E. 164th STREET, SUITE 105 a 1 NORTH MIAMI BEACH, FLORIDA 33162 1 (P) (305) 687-9191 (C) (786) 376-9702 e-MAIL SOUTHPENINSULA@GMAJL.COM L w w co W co EXHIBIT "A" GEOI,ETRIC SKETCH TRACT C PLAT BOOK 168\ PAGE 25 (MDCR) o - SOUTH LINE OF TRACT-C NORTH LINE OF TRACT-D PLAT BOOK 168, PAGE 25 P.O.T. 6 U Cc ti O 0 . �1 A=6671'30° R.25.00' L-2d.95' 72' M-DWASD EASEMENT — 6 TRACT D PLAT BOOK 168, PAGE 25 (MDCR) THIS SHEET NOT VALID WITHOUT THE OTHERS 0 4 cD 25' ij 25' z �rz W .7' CD L O 0 2 0 P.O.T. 25' c�+ 25' N.W. 4th STREET DATE: 10 - 07 -2010 SCALE: I" = 30' JOB ORDER: 105355 CADD: MARLINS ESMNTS DRAWN BY: D.D. F.B. n/a PG. n/a FILE NO. A-1248 SHEET: 7 OF 11 SOUTH PENINSULA SURVEYING, CORP. LB # 7583 LAND DEVELOPMENT CONSULTANTS SURVEYORS - PLANNERS CONSTRTJCTION.LAYOUT 1799 N_E. 164th STREET, SUITE 105 NORTH MTAMI BEACH, FLORTDA 33162 (P) (305) 687-9191 (C) (786) 376-9702 e-MA1L SOUTHPENINSULA@GMAIL_COM 1 EXHIBIT "A" GEOMETRIC SKETCH w Z w 7 rco } Z A=89'28'40' R=25.00' L=39.04' R/W R/W N.87'42'04"E. 7.28' •N 5.87'42'04'W. 7n. ,',0 TRACT A PLAT BOOK 168, PAGE 25 (MDCR) NEW 12' M-DWASD EASEMENT NORTH LINE OF 50' PUBLIC UTILITY & EMERGENCY ACCESS EASEMENT PER PLAT BOOK 153, PAGE 72 N.02'18'20'W. 7.00' P.O.B. 8 4 TRACT B PLAT BOOK 168, PAGE 25 (MDCR) THIS SHEET NOT VALID WITHOUT THE OTHERS SOUTH LINE OF TRACT -A NORTH. LINE OF TRACT-8 — ---fie — — SOUTH LINE OF 50' PUBLIC UTILITY 8 EMERGENCY ACCESS EASEMENT PER PLAT BOOK 153, PAGE 72 P.O.B. DATE: 10 - 07 -2010 SCALE: 1 " = 30' JOB ORDER: 105355 CADD: MARLINS ESMNTS DRAWN BY: D.D. F.B. n/a PG. n/a FILE NO. A-1248 SHEET: 8 OF 11 SOUTH PENINSULA SURVEYITTC, CORP. LB#7583 LAND DEVELOPMENT CONSULTANTS SURVEYORS - PLANNERS CONSTRUCTION LAYOUT 1799 N.E. 164th STREET, SUITE 105 NORTH MIAMI BEACH, FLORIDA 33162 (P) (305) 687-9191 (C) (786) 376-9702 e-MAIL SOUTHPENINSULA@GMAIL.COM. 0 EXHIBIT "A" LEGAL DESCRIPTION (WATER DISTRIBUTION SYSTEM) (CITY OF MIAMI PROPERTY) A UTILITY EASEMENT FOR WATER DISTRIBUTION SYSTEM LYING WITHIN A PORTION OF TRACT "D" OF "STADIUM PLAT"; ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 168, AT PAGE 25, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT A POINT OF CUSPIDE, ALSO A POINT OF TANGENCY AT THE MOST NORTHWESTERLY CORNER OF TRACT "D", SAID POINT BEING ON THE EAST RIGHT OF WAY LINE OF NW 16th AVENUE, THENCE S01 °46'36"E ALONG THE WEST LINE OF SAID TRACT "D" AND ALSO SAID EAST RIGHT OF WAY LINE OF NW 16th AVENUE, FOR 40.01 FEET TO THE POINT OF BEGINNING (P.O.B. # 1) OF A 12.00 FOOT WIDE UTILITY EASEMENT LYING 6.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE N88°12'32"E FOR 29.68 FEET; THENCE S47°21'08"E FOR 7.05 FEET; THENCE N88°1324"E FOR 29.66 FEET; THENCE N85°43'24"E FOR 55.71 FEET TO A POINT HEREINAFTER DESCRIBED AS POINT "A"; THENCE CONTINUE N85°43'24"E FOR 9.49 FEET; THENCE 574°16'36"E FOR 20.48 FEET; THENCE S76°1448"E FOR 139.98 FEET TO A POINT HEREINAFTER DESCRIBED AS POINT "B"; THENCE CONTINUE S76°14'48"E FOR 58.26 FEET; THENCE 581 °14'48"E FOR 2.28 FEET TO A POINT HEREINAFTER DESCRIBED AS POINT "C"; THENCE CONTINUE S81°14'48"E FOR 27.73 FEET; THENCE 582°47'05"E FOR 14.74 FEET TO A POINT HEREINAFTER DESCRIBED AS POINT "D'; THENCE 582°47'05"E FOR 29.88 FEET; THENCES81°31'38"E FOR 87.59 FEET; THENCE N88°0746"E FOR 108.57 FEET; THENCE N85°37'46"E FOR 43.20 FEET TO A POINT HEREINAFTER DESCRIBED AS POINT "E"; THENCE CONTINUE N85°37'46"E FOR 36.00 FEET TO A POINT HEREINAFTER DESCRIBED AS POINT "F"; THENCE CONTINUE N85°37'46"E FOR 54.46 FEET; THENCE N74°22'46"E FOR 110.44 FEET TO A POINT HEREINAFTER DESCRIBED AS POINT "G"; THENCE CONTINUE N74 22'46"E FOR 47.45 FEET TO A POINT HEREINAFTER DESCRIBED AS POINT "H"; THENCE CONTINUE N74 22'46"E FOR 76.21 FEET TO A POINT HEREINAFTER DESCRIBED AS POINT "1"; THENCE CONTINUE N74°22'46"E FOR 20.24 FEET; THENCE N63°06'33"E FOR 24.06 FEET; THENCE N88°07'44"E FOR 40.31 FEET TO THE POINT OF TERMINATION, SAID POINT OF TERMINATION BEING ON THE EAST LINE OF SAID TRACT "D"; AND ALSO ON THE WEST RIGHT OF WAY LINE OF NW 14th AVENUE. -AND- BEGIN AT A POINT PREVIOUSLY DESCRIBED AS POINT "A"; THENCE ALONG THE CENTER LINE OF A 12.00 FOOT WIDE UTILITY EASEMENT LYING 6.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE, RUN N04°1636"W FOR 16.47 FEET TO THE POINT OF TERMINATION OF A 12 FOOT WIDE UTILITY EASEMENT. SAID POINT OF TERMINATION BEING ON THE NORTH LINE OF SAID TRACT -AND- BEGIN AT A POINT PREVIOUSLY DESCRIBED AS POINT "B"; THENCE ALONG THE CENTER LINE OF A 12.00 FOOT WIDE UTILITY EASEMENT LYING 6.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE, RUN S13°45'12"W FOR 30.53 FEET TO THE POINT DE TERMINATION OF A 12 FOOT WIDE UTILITY EASEMENT. THIS SHEET NOT VALID WITHOUT THE OTHERS (CONTINUED: SEE PAGE 9 OF 10) DATE: 10-07-2010 SCALE: N/A JOB ORDER: 105355 CARD: MARLINS ESMNI'S DRAWN BY: D.D. F.B. n/a PG. n/a FILE NO. A-1248 SHEET: 9 OF 11 SOUTH PENINSULA SURVEYING, CORP. LB # 7583 LAND DEVELOPMENT CONSULTANTS SURVEYORS - PLANNERS CONSTRUCTION LAYOUT 1799 N.E. I64th STREET, SUITE 105 NORTH MIAMI BEACH, FLORIDA 33162 (P) (305) 687-9197 (C) (786) 376-9702 e-MAIL SOUTHPENINSULA@GMAIL.COM • F 1 EXHIBIT "A" LEGAL DESCRIPTION (WATER DISTRIBUTION SYSTEM) (CONTINUED: SEE PAGES OF 10) -AND- BEGIN AT A POINT PREVIOUSLY DESCRIBED AS POINT "C"; THENCE ALONG THE CENTER LINE OF A 12.00 FOOT WIDE UTILITY EASEMENT LYING 6.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE, RUN N10°20'06"E FOR 13.83 FEET TO THE POINT OF TERMINATION BEING ON THE NORTH LINE OF SAID TRACT D. -AND- BEGIN AT A POINT PREVIOUSLY DESCRIBED AS POINT "D" THENCE ALONG THE CENTERLINE OF A 19.00 FEET WIDE UTILITY EASEMENT, LYING 9.50 FEET ON EACH SIDE OF SAID CENTER LINE, RUN 507°11'05"W FOR 28.03 FEET TO THE POINT OF TERMINATION OF A 19.00 FOOT WIDE UTILITY EASEMENT. -AND- BEGIN AT A POINT PREVIOUSLY DESCRIBED AS POINT "E"; THENCE ALONG THE CENTER LINE OF A 12.00 FOOT WIDE UTILITY EASEMENT LYING 6.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE, RUN SO4 22'14"E FOR 20.35 FEET TO THE POINT OF TERMINATION OF A 12 FOOT WIDE UTILITY EASEMENT. -AND- BEGIN AT A POINT PREVIOUSLY DESCRIBED AS POINT "F"; THENCE ALONG THE CENTER LINE OF A 12.00 FOOT WIDE UTILITY EASEMENT LYING 6.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE, RUN 504°22'09"E FOR 23.89 FEET TO THE POINT OF TERMINATION OF A 12 FOOT WIDE UTILITY EASEMENT. -AND- BEGIN AT A POINT PREVIOUSLY DESCRIBED AS POINT "G"; THENCE ALONG THE CENTER LINE OF A 12.00 FOOT WIDE UTILITY EASEMENT LYING 6.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE, RUN 515°37'14"E FOR 24.94 FEET TO THE POINT DE TERMINATION OF A 12 FOOT WIDE UTILITY EASEMENT. (CONTINUED: SEE PAGE 10 OF 10) THIS SHEET NOT VALID WITHOUT THE OTHERS DATE: ID - 07 -2010 SCALE: N/A JOB ORDER: 105355 CADD: MARLINS ESMNTS DRAWN BY: D.D. F.B. n/a PG. n/a FILE NO. A-1248 SHEET: 10 OF 11 SOUTH PENINSULA SURVEYING, CORP. LB # 7583 LAND DEVELOPMENT CONSULTANTS SURVEYORS - PLANNERS CONSTRUCTION LAYOUT 1799 N.E. 164th STREET, SUITE 105 u 1 NORTH MIAMI BEACH, FLORIDA 33162 (P) (305) 687-9191 (C) (786) 376-9702 e-MAIL SOUTHPENJNSULA@GMAIL.COM EXHIBIT "A" LEGAL DESCRIPTION (WATER DISTRIBUTION SYSTEM) (CONTINUED. SEE PAGE 9 OF 10) -AND- BEGIN AT A POINT PREVIOUSLY DESCRIBED AS POINT "I -I"; THENCE ALONG THE CENTER LINE OF A 12.00 FOOT WIDE UTILITY EASEMENT LYING 6.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE, RUN S15°37`14"E FOR 26.60 FEET TO THE POINT OF TERMINATION OF A 12 FOOT WIDE UTILITY EASEMENT. -AND- BEGIN AT A POINT PREVIOUSLY DESCRIBED AS POINT "1"; THENCE ALONG THE CENTER LINE OF A 12.00 FOOT WIDE UTILITY EASEMENT LYING 6.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE, RUN N15 37'14"W FOR 18.88 FEET TO THE POINT OF TERMINATION OF A 12 FOOT WIDE UTILITY EASEMENT. -AND- COMMENCE AT THE MOST SOUTHWEST CORNER OF SAID TRACT "A"; THENCE N01°46'36"W FOR 50.00 FEET TO A POINT ON THE NORTH LINE OF SAID 50.00 FEET PUBLIC UTILITY AND EMERGENCY ACCESS EASEMENT PER SAID PLAT BOOK 153, PAGE 72, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE ALONG SAID NORTH LINE N87°42'04"E FOR 7.28 FEET TO THE POINT OF BEGINNING IP.O.B. # 4) OF A 12.00 FEET WIDE UTILITY EASEMENT, LYING 6.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE NO2°1820'W FOR 7.00 FEET TO THE POINT OF TERMINATION. CONTAINING APPROXIMATELY 16,260 SQUARE FEET. THE SIDELINES OF THIS EASEMENT ARE TO BE LENGTHENED OR SHORTENED AS REQUIRED IN ORDER TO CREATE A CONTIGUOUS STRIP OF LAND AND HAVING A MINIMUM VERTICAL CLEARANCE OF 25 FEET ABOVE GRADE ALONG THE ROUTE DESCRIBED AND AS GRAPHICALLY DEPICTED ON THE GEOMETRIC SKETCH. THIS SHEET NOT VALID WITHOUT THE OTHERS DATE: 10 - 07 -2010 SCALE: N/A JOB ORDER: 105355 CADD: MARLINS ESMNTS DRAWN BY: D.D. F.B. n/a PG. n/a FILE ND. A-1248 SHEET: 11 OF 11 SOUTH PENINSULA SURVEYING, CORP. LB # 7583 • LAND DEVELOPMENT CONSULTANTS SURVEYORS - PLANNERS CONSTRUCTION LAYOUT 1799 N.E. 164th STREET, SUITE 105 NORTH MIAMLI BEACH, FLORIDA 33162 (P) (305) 687-9191 (C) (786) 376-9702 e-MAIL SOUTHPENINSULA@GMAIL.COM 1