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HomeMy WebLinkAbout2004 - Utility Easement - Airport Waterlinesf EASEMENT AND BILL OF SALE OF UTILITY FACILITIES TO INDIAN RIVER COUNTY, FLORIDA KNOW ALL MEN BY THESE PRESENTS, that the CITY OF SEBASTIAN, a municipal corporation of the State of Florida, whose address is 1225 Main Street, Sebastian, FL 32958, hereinafter called GRANTOR, in consideration of value received, the receipt and sufficiency of which is hereby acknowledged, has and does hereby grant, bargain, sell, alien, remise, release, convey, and confirm unto INDIAN RIVER COUNTY, a political subdivision of the State of Florida, the address of which is 1840 25th Street, Vero Beach, FL 32960, hereinafter called GRANTEE, a perpetual easement and right of way for UTILITY PURPOSES over, across, and beneath the following described land, situate, in Indian River County, Florida, for the purpose of installing, replacing, repairing, and maintaining the hereinafter described utilities, and further sells, assigns or conveys title to all utility facilities now installed by or on behalf of GRANTOR, to -wit: EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF (Description of Real Property and Utility Facilities) And GRANTOR hereby warrants to the GRANTEE that it is lawfully seized of free and unencumbered title to the above-described real estate and facilities conveyed hereby; that all persons or entities which have supplied labor or materials with respect to these facilities have been paid in full, that none of them has any claim whatsoever with respect thereto, and that the GRANTOR has full authority to make this conveyance and will warrant and defend the granting and sale of said property and utility facilities hereby made unto GRANTEE against the lawful claims and demands of all persons whomsoever. GRANTOR hereby further warrants that should the above described utility facilities fail or otherwise become defective during a period of one year from the date of acceptance of same by GRANTEE, due to defective materials or workmanship, GRANTOR shall upon each occasion be responsible in all respects for such failure or defect and shall correct same at GRANTOR's sole cost and without expense to GRANTEE upon reasonable notice by GRANTEE. GRANTOR shall be solely liable and shall save GRANTEE harmless from any direct or consequential damage attributable to such failure or defect. GRANTOR hereby also assigns all its right, title, and interest in and to manufacturer's or supplier's warranties with respect to the described facilities. (page one of two) IN WITNESS WHEREOF, the GRANTOR has herein set its hand and seal this 14 th day of April 12004. Signed, sealed, and delivered of - in the pres. nee sign CITY OF SEBASTIAN, FLORIDA Witnes,ta,,d. lcstb pal cp5rporation �6 Aj a munici printed name: 1<1 C,,h n9er sigjz' Witness printe 4a me: Zp-r"i �n�e d name: STATE OF FLORIDA COUNTY OF INDIAN RIVER By Nathan Mc*C'ollum, Mayor ATTEST -* 1 Sa_1 y A. aio., cmd, City Clerk The foregoing instrument was sworn to and subscribed before me this 14th day of April , 2004, by Nathan B. McCollum, Mayor, of the CITY OF SEBASTIAN, a municipaLcorporation of the State of Florida, on behalf of same. He is(i5ersonail'y' Known to m`6,pr did produce as identification, My Commission Expires: Attachments: Exhibits Legal Description with List of Utility Equipment 1l, s� *logo wil '60 �tDed name: (C =13 —Commission # #DD172594 Fe _% V I I )XI—it �'o2a Notary Public Jeanette Williams East Bay Group, LLC 400 Clematis Street. Suite 209 • West Palm Beach, Florida 33401 • Tel. 561-833-2446 • Fax 561-833-2442 The following is certified cost for materials and labor to install potable water, sanitary sewer, force main, and lift station at Sebastian City Hall and Police Station. 1.) Water 8" PVC pipe 8" HDPE 12" x 8" Tapping Sleeve & valve 4" Service 2" Service 4" Gate valve Misc. Fittings Fire Hydrant 8" Gate valves 2" Blow off 2.) Sanitary Sewer 8" PVC 6" PVC 8x6 Service 0-6' 4' dia manhole 0-6' 5' dia manhole 6-8' 4' dia manhole 3.) Force Main 1280 LF 160 LF 2EA 2EA 2EA 2EA 1LS 2EA 5EA 1 E 546 LF 390 LF 5 EA 2 EA 1 EA 1 EA 4" PVC Pipe 580 LF 12" x 4" tapping sleeve & valve 1 EA Misc. Fitting 1 EA 4.) Lift Station Pumps & hardware Pipe & fitting Structure & valve box 5.) Engineering Fees $16,671.00 $ 9,104.00 $ 6,103.00 $ 1,952.00 $ 1,602.00 $ 1,000.00 $ 8,564.00 $ 4,750.00 $ 4,281.00 $ 1,315.00 $ 9,555.00 $ 3,962.00 $ 1,562.00 $ 3,712.00 $ 2,725.00 $ 2,350.00 $ 5,350.00 $ 2,101.00 $ 1,325.00 $ 49,125.00 $ 9,473.00 $ 16,245.00 $ 25.000.00 Total $ 187,827.00% ) DESCRIPTION (PREPARED BY SURVEYOR) AN EASEMENT. BE I NG 10.00. FEET:----'.f.N WIDTH. LYING IN TRACT REPLAT OF SCHOOL PARK SUBDIVCtS10N. AS RECORDED IN PLAT OF THE PUBLIC RECORDS OF.INDI;AN.RIVER COUNTY. FLORIDA. BEING MORE PARTICULARLY-DES-CRIBED AS FOLLOWS: "B" BOOK 2. PAGE 29 THE CENTERLINE COMMENCE AT A POINT BEING 40..00 FEET NORTH OF THE CENTERLINE OF MAIN STREET (AN 80 FOOT RIGHT OF WAY) AND 2'0.00 FEET WEST OF THE CENTERLINE OF CROSS STREET (A-40 FOOT.RIGHT OF WAY) AS SHOWN ON THE AFORESAID REPLAT OF SCHOOL PARK SUBDIVISION. SAID POINT ALSO BEING THE SOUTHEAST CORNER OF TRACT "B': THENCE SOUTH 89°44'26"WEST (BASIS OF BEARINGS) ALONG THE NORTH RIGHT OF WAY LINE OF MAIN STREET. A DISTANCE OF 222.79 FEET TO THE POINT OF BEGINNING: THENCE LEAVING SAID RIGHT OF WAY LINE. NORTH 00016'50"EAST. A DISTANCE OF 7.37 FEET: THENCE NORTH 01°53'22" WEST. A DISTANCE OF 253.13 FEET TO A POINT HEREINAFTER REFERED TO AS POINT "A": THENCE NORTH 29°59'49"EAST.-A DISTANCE OF 1.53 FEET: THENCE NORTH 40°08'01"WEST. A DISTANCE OF 25.64 FEET: THENCE SOUTH 89040'04"WEST. A DISTANCE OF 94.51 FEET TO A POINT HEREINAFTER REFERED TO AS POINT "B THENCE NORTH 85001'46"WEST. A DISTANCE OF*56.83 FEET: THENCE NORTH 89059'20"WEST. A DISTANCE OF 247.88 FEET TO A'ROINT HEREINAFTER REFERRED TO AS POINT "C": THENCE SOUTH 87°55'22"WEST. A DISTANCE OF 190.03 FEET TO THE POINT OF TERMINUS OF THIS COURSE. TOGETHER WITH: BEGIN AT AFORESAID POINT "A": THENCE SOUTH 89°23'55 -WEST. A DISTANCE OF 23.46 FEET TO THE POINT OF TERMINUS OF THIS COURSE. TOGETHER WITH: BEGIN AT AFORESAID POINT "B": THENCE NORTH 06°51'55"WEST. A DISTANCE OF 80.49 FEET TO THE POINT OF TERMINUS OF THIS COURSE. TOGETHER WITH: BEGIN AT AFORESAID POINT "C": THENCE SOUTH 03°54'58'WEST. A DISTANCE OF 29.53 FEET TO THE POINT OF TERMINUS OF THIS COURSE. SKETCH OF DESCRIPTION NOT A FIELD BOUNDARY SURVEY -DATE OF SURVEY: APRIL 13. 2004. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE DAV I D M. JONES AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR & MAPPER NAMED BELOW. PROFESSIONAL SURVEYOR & MAPPER SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE DAVID M. JONES. FLORIDA L-ICENSE NUMBER LS 3909 3899 39TH SQUARE VERO BEACH . FL 32960 (772)567-9875 (SIGNED AND SEALED),,;:- . 11 .iii . . . •. .. ...I .... • I. .. ... �. .. .. I. . •. I..r ..i. .. .. . .y..i. • .. .. • i.i .... .. iii.... •. .. .. I.... .�.. •. il... ... i.. I. .I ...... ... .. i. .... ..I "..•. n. I............ �.I. I. ...I 00 z I g 0 c„ m z IVD mm �o in o I '0 I P01 NT A" I I I I POINT OF KO I NN I NO . r - - N 01 ° 53 22'W _ 5^ -07 N N N POINT OF (, OWAENCSIWNT I � tO /SE CORNER TRACT B N 000 1 1' 5 2" W N 309.64' 40'RIGHT OF WAY DAVID M. JONES SURVEYOR ' S NOTES: PROFESSIONAL SURVEYOR d MAPPER 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND 3899 39TH SQUARE )EC I MAL PARTS THEREOF. VERO BEACH . FL 32960 2 . THE SOUTH LINE OF TRACT -13' BEARS S 89044'26"W ( 772)567-9875 AND ALL OTHER BEARINGS ARE RELATIVE THERETO. . . . . • . .i . . . .. i. • . 11.1 I.l . . i. •� I. . ... .ill I I... . I■ . .111.11 1. 1. •1 . • p , . . . I I . i. I I i- l.I I..I R/W — RIGHT OF WAY C/L - CENTERLINE N I : IW �v o cn I" - 40' O� W N �IN II � �I JI �L S ---o POINT " C " SKETCH OF DESCRIPTION NOT A FIELD BOUNDARY SURVEY ' Iz I 40' A N .� V w `° Id Ln co Ito O N If I C) 00 0 � I I� C4 LINE BEARING DISTANCE L I N oo° 16' 50"E 7.37' CENTERLINE 10* LnL 2 N 290 59'49'E 1 .53' POTABLE WATER ch L 3 N 400 08' 01 'W 25.64 EASEMENT J� L 4 S 89023'55"W 23.46' I --- L 5 S 03054'58'W 29.53' z iIOD J0LTI o w I m I •LA �m 060 I PO I NT "B" p.-- I m Dz -- 70 - I 00 z I g 0 c„ m z IVD mm �o in o I '0 I P01 NT A" I I I I POINT OF KO I NN I NO . r - - N 01 ° 53 22'W _ 5^ -07 N N N POINT OF (, OWAENCSIWNT I � tO /SE CORNER TRACT B N 000 1 1' 5 2" W N 309.64' 40'RIGHT OF WAY DAVID M. JONES SURVEYOR ' S NOTES: PROFESSIONAL SURVEYOR d MAPPER 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND 3899 39TH SQUARE )EC I MAL PARTS THEREOF. VERO BEACH . FL 32960 2 . THE SOUTH LINE OF TRACT -13' BEARS S 89044'26"W ( 772)567-9875 AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DESCRIPTION (PREPARED BY SURVEYOR) AN EASEMENT. BEING 10.00 FEET IN WIDTH. LYING IN TRACT -B". REPLAT OF SCHOOL PARK SUBDIVISION. AS RECORDED IN PLAT BOOK 2. PAGE 29 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. THE CENTERLINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT A POINT BEING 40.00 FEET NORTH OF THE CENTERLINE OF MAIN STREET (AN 8'0 FOOT RIGHT OF WAY) AND 20.00 FEET WEST OF THE CENTERLINE OF CROSS STREET (A 40 FOOT RIGHT OF WAY) AS SHOWN ON THE AFORESAID REPLAT OF SCHOOL PARK SUBDIVISION. SAID POINT ALSO BEING THE SOUTHEAST CORNER OF TRACT -B": THENCE SOUTH 89°44'26"WEST (BASIS OF BEARINGS) ALONG THE NORTH RIGHT OF WAY LINE OF MAIN STREET. A DISTANCE OF 809.50 FEET TO THE POINT OF BEGINNING: THENCE LEAVING SAID RIGHT OF WAY LINE. NORTH 12°47'06'WEST. A DISTANCE OF 37.63 FEET: THENCE NORTH 06°41'04" WEST, A DISTANCE OF 43.25 FEET: THENCE NORTH 00°15'34"WEST. A DISTANCE OF 23.35 FEET: THENCE NORTH 05°38'29"WEST. A DISTANCE OF 37.64 FEET: THENCE NORTH 13°16'08"WEST. A DISTANCE OF 37.63 FEET TO THE POINT OF TERMINUS. SKETCH OF DESCRIPTION NOT A FIELD BOUNDARY SURVEY -DATE OF SURVEY: APRIL 13. 2004.THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE DAVID M. JONES AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED V NE G SURVEYOR & MAPPER NAMED BELOW. PROFESSIONAL SURVEYOR MAPPER -SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE DAVID M. JONES. FLORIDA LICENSE NUMBER LS 3909 3899 39TH SQUARE ` VERO BEACH FL 32960 .� (7721567 � f '•- � -9875 (STGNED AND SEALED%`` 0 R/W - RIGHT OF WAY C/L - CENTERLINE v LJ LINE BEARING DISTANCE L I N 12047'06'W 37.63' . L 2 N 06°41'04"W 43.25' L 3 N 00015'34'W 23.35' . L 4 N 05°38'29"W 37.64' Q' L 5 N 13° 16 ' 08 " W 37.63' 01 3 �r Ln 0 0 1 0 1 Z CENTERLINE 10' POTABLE WATER EASEMENT M+ J _ i . N�J POINT OF BEG I NN I N4 AS 89°44'26"W 834.50' O ,It I" - 40' z co U H z �cr- z U 809.50 ' N R/W LINE MAIN STREET MAIN STREET_ 80 ' R /W SKETCH OF DESCRIPTION NOT A FIELD BOUNDARY SURVEY SURVEYOR'S NOTES: 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL PARTS THEREOF. 2.THE SOUTH LINE OF TRACT "B" BEARS S.89°44'26"W AND ALL OTHER BEARINGS ARE RELATIVE THERETO. P®GF 2 OF i W N L� . m 20' J DAV I ® M. JONES PROFESSIONAL SURVEYOR A MAPPER 3899 39TH SQUARE VERO BEACH . FL 32960 (772)567-9875 DESCRIPTION (PREPARED BY SURVEYOR) AN EASEMENT. BEING 10.00 FEET IN WIDTH. LYING IN TRACT "B'. REPLAT OF SCHOOL PARK SUBDIVISION. AS RECORDED IN PLAT BOOK 2. PAGE 29 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. THE CENTERLINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT A POINT BEING 40.00 FEET NORTH OF THE CENTERLINE OF MAIN STREET (AN 80 FOOT RIGHT OF WAY) AND 20.00 FEET WEST OF THE CENTERLINE OF CROSS STREET (A 40 FOOT RIGHT OF WAY) AS SHOWN ON THE AFORESAID REPLAT OF SCHOOL PARK SUBDIVISION. SAID POINT ALSO BEING THE SOUTHEAST CORNER OF TRACT "B": THENCE SOUTH 89044`26"WEST (BASIS OF BEARINGS) ALONG THE NORTH RIGHT OF WAY LINE OF MAIN STREET. A DISTANCE OF 209.66 FEET: THENCE LEAVING SAID RIGHT OF WAY LINE. NORTH 00°15'34"WEST. A DISTANCE OF 184.45 FEET TO THE POINT OF BEGINNING: THENCE NORTH 89049'52" WEST. A DISTANCE OF 152.11 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "A": THENCE SOUTH 89°53'27"WEST. A DISTANCE OF 233.78 FEET TO THE POINT OF TERMINUS OF THIS COURSE. TOGETHER WITH: BEGIN AT AFORESAID POINT "A": THENCE NORTH 02°39'37'EAST. A DISTANCE OF 133.10 FEET: THENCE NORTH 85°02'02"WEST. A DISTANCE OF 35.55 FEET TO THE POINT OF TERMINUS OF THIS COURSE. SKETCH OF NOT A FIELD -DATE OF SURVEY: APRIL 13. 2004. DESCRIPTION BOUNDARY SURVEY THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE DAV I Q M. JONES AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR & MAPPER NAMED BELOW. PROFESSIONAL SURVEYOR d MAPPER -SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE DAVID M. JONES. FLORIDA .CENSE NUMBER LS 3909 3899 39TH SQUARE VERO BEACH . FL 32960 (772)567-9875 ( S N NED AND -SEALED I,, ** � r% w r 1 ' ra Af% I i. I I I I . 0 .. I.. I i. . i. i. I . , .... .....i.. .- i.. I ,i I .. . . . . I ... I . . I . . . .. . . .. . . . . I . . ii I .. . . . - ... , .. . . . .. i LINE BEARING L I N 85"02*02"W R/W - RIGHT OF WAY C/L - CENTERLINE ANCE 35.55' I -CENTERLINE 10' GRAVITY SEWER EASEMENT ' L F- Z- 89°53'27"W N * 49 2 3. - 89 52W �=l 5-2 =V -3 7-8--r- w Lr) POINT OF WINNING 00 0 O POINT 'A" tn inDW wv z co cc ca Z a u7 ol ww Q'-' I= 0 z ww 209.66---� S 89044*26"W 834.50' N R /W INE MAIN STREET 0 MAIN 8 0 ' R W SKETCH OF DESCRIPTION NOT A FIELD BOUNDARY SURVEY SURVEYOR'S NOTES: 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL PARTS THEREOF. 2.THE SOUTH LINE OF TRACT "B" BEARS S 89044*26"W AND ALL OTHER BEARINGS ARE RELATIVE THERETO. P A r..p 9 Ar I DAVID M- JONES PROFESSIONAL SURVEYOR 4 MAPPER 3899 39TH SQUARE VERO BEACH . FL 3296© (772)567-9875 DESCRIPTION (PREPARED BY SURVEYOR) AN EASEMENT. BEING 10.00 FEET IN WIDTH, LYING IN TRACT "B" REPLAT OF SCHOOL PARK SUBDIVISION, AS RECORDED IN PLAT BOOK 2. PAGE 29 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. THE CENTERLINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT A POINT BEING 40.00 FEET NORTH OF THE CENTERLINE OF MAIN STREET (AN 80 FOOT RIGHT OF WAY) AND 20.00 FEET WEST OF THE CENTERLINE OF CROSS STREET (A 40 FOOT RIGHT OF WAY) AS SHOWN ON THE AFORESAID REPLAT OF SCHOOL PARK SUBDIVISION. SAID POINT ALSO BEING THE SOUTHEAST CORNER OF TRACT "B": THENCE SOUTH 89°44'26"WEST (BASIS OF BEARINGS) ALONG THE NORTH RIGHT OF WAY LINE OF MAIN STREET. A DISTANCE OF 197.59 FEET TO THE POINT OF BEGINNING: THENCE LEAVING SAID RIGHT OF WAY LINE. NORTH 01020'33"WEST. A DISTANCE OF 335.97 FEET: THENCE NORTH 57°37'54" WEST. A DISTANCE OF 62.84 FEET: THENCE SOUTH 86°35'46"WEST. A DISTANCE OF 119.23 FEET: THENCE SOUTH 35°51'19"WEST. A DISTANCE OF 18.82 FEET: THENCE SOUTH 07°05'18"WEST, A DISTANCE OF 26.55 FEET TO THE POINT OF TERMINUS. SKETCH OF DESCRIPTION NOT A FIELD BOUNDARY SURVEY -DATE OF SURVEY: APRIL 13. 2004. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE %AV 1 D M. JONES AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR & MAPPER NAMED BELOW. PROFESSIONAL SURVEYOR d MAPPER -SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE DAVID M. JONES, FLORIDA LICENSE NUMBER LS 3909 3899 39TH SQUARE / '^�} VERO BEACH . FL 32960 (772)567-9875 ( S`tsNE6 AND SEALED) - A t"! If rl n —S 86' 35'46'-W Nt R/W - RIGHT OF WAY C/L - CENTERLINE SKETCH OF DESCRIPTION NOT A FIELD BOUNDARY SURVEY -SURVEYOR'S NOTES: I. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND IDECIMAL PARTS THEREOF. 2.THE SOUTH LINE OF TRACT -13' BEARS S 89*44'26-W AND ALL OTHER BEARINGS'ARE RELATIVE THERETO. I - . . .. . I 1 .1 -.11, DAVID M, JONES PROFESSIONAL SURVEYOR & MAPPER 3899 39TH SOUARE VERO BEACH . FL 32960 (772)567-9875 4 LINE BEARING DISTANCE 20' L I S 35"51*19'W 18.82* L 2 S 07005*18"W 26.55* cri Mt 01 • Ln 40' 0 to zo LU0 0 Lli z cy- CENTERLINE 10* - WIDE FORCE MAIN EASEMENT 01 cr- co Ul LLI Z 01-01 z C) Lu 197.59' A S 89044*26'W 834.50' R/W LINE MAIN STREET POINT OF KOINHINO/ MAIN STREET ,C -/L 80'RIUV SKETCH OF DESCRIPTION NOT A FIELD BOUNDARY SURVEY -SURVEYOR'S NOTES: I. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND IDECIMAL PARTS THEREOF. 2.THE SOUTH LINE OF TRACT -13' BEARS S 89*44'26-W AND ALL OTHER BEARINGS'ARE RELATIVE THERETO. I - . . .. . I 1 .1 -.11, DAVID M, JONES PROFESSIONAL SURVEYOR & MAPPER 3899 39TH SOUARE VERO BEACH . FL 32960 (772)567-9875 SEB Tom" MUNICIPAL AIRPORT Memorandum TO: Terrence Moore, City Manager Cc: FROM: Jason Milewski, Airport Director /1// DATE: 5/12/2004 c//i' RE: Easement and Bill of Sale of Utilities to Indian River County This memo is in reference to the recently installed waterlines at Sebastian Municipal Airport. In order for the Indian River County Utilities department to issue water meters and allow service along the newly constructed line, we must execute the attached "Easement and Bill of Sale to Indian River Countv." This is a standard procedure and part of the County's mandatory submittals in order to activate service. The document has been reviewed by both Airport staff and our City Attorney. In order to expedite the issuance of a Certificate of Occupancy (CO) for Sheltair Sebastian's T - hangar development, I'm requesting that this item be placed on the agenda for the May 12, 2004 regularly scheduled meeting. If the item is approved, the T -hangar project can be closed out as soon as the CO is received. Please also note that per our lease agreement with Sheltair, the `investment fee' portion of their annual rent ($56,000/year) begins as soon as the CO is issued, hence my recommendation to expedite this matter. Please contact me should you require any additional information. Enc. (1) /jm EACoompondmce\City Managu\MEMO Utitily dedication.doc