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Home My WebLink AboutEDB 9 FDOT for CR220 Improvements. EXECUTIVE SUMMARY AGENDA ITEM: Request for consideration and approval of Subordination of Utility Interests to accommodate the Florida Department of Transportation's (FDOT) right-of-way acquisition for road widening, and improvements to CR 220 in Middleburg. Date: September 5, 2023 BACKGROUND: In conjunction with the Florida Department of Transportation's ("FDOT") right-of-way acquisition for road widening and improvements along CR 220 from Knight Boxx Road to Henley Road. FDOT has requested that CCUA subordinate several portions of its utility rights over five (5) parcels, as shown on FDOT's plan sheets. We have included the proposed Subordination of Utility Interest, prepared by FDOT,for your review and information. The subordination will affect CCUA's easement rights acquired in existing recorded easements and agreements; however, CCUA's interests will remain protected under this Subordination Agreement to construct, operate, co maintain, improve, add to, upgrade, remove, and relocate facilities. c a> co As shown on the attached CCUA GIS Maps and FDOT plan sheets, CCUA staff has been working o with Clay County's engineer of record to adjust the roadway design to avoid existing utility E conflicts wherever feasible. In the event an FDOT project directly impacts the Utility and II necessitates new construction or relocation of facilities, as agreed by the parties, the County has ce agreed to pay the cost of acquiring appropriate easement to bring such facilities to compliance with pertinent codes and standards. Additionally, if future roadway projects require the Utility to alter, adjust, or relocate its facilities in said lands, the County is responsible for paying the cost of such alteration, adjustment, or relocation, including but not limited to the cost of acquiring appropriate easement. This Subordination of Utility Interests is consistent with other Subordinations between FDOT, Clay County, and CCUA. Should FDOT's road widening,and improvements further interfere with or harm CCUA facilities, CCUA's interests will remain protected under this Subordination agreement. RECOMMENDATION: Staff recommends that the Board of Supervisors approve the Subordination of Utility Interests. ATTACHMENTS: FDOT Subordination of Utility Interests FDOT Plan Sheets CCUA GIS Maps //MB (Author) //PS (Final) 08/28/23 MB 23-UTL.03-Date: February 10, 2022 This instrument prepared by or under the direction of: Angela Hensel Interim Chief Counsel District Two Florida Department of Transportation PARCEL NO. 100.2/101.3/102.3/ 1109 South Marion Avenue 103.3/105.2/108.2/ Lake City, Florida 32025-5874 112.2/113.2 SECTION NO. 71580 F.P. NO. 4307192 COUNTY ROAD NO. 220 COUNTY OF Clay SUBORDINATION OF UTILITY INTERESTS THIS AGREEMENT, entered into this day of , 20 by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, 1109 South Marion Avenue, Lake City, Florida 32025-5874, hereinafter called the FLORIDA DEPARTMENT OF TRANSPORTATION, CLAY COUNTY, a political subdivision of the State of Florida, 477 Houston Street, Green Cove Springs, Florida 32043,hereinafter called County, and CLAY to COUNTY UTILITY AUTHORITY, an independent special district and political subdivision of the State of Florida, existing and created under Chapter 94-491, Laws of Florida, Special Acts of 1994, 3176 Old Jennings Road, Middleburg, Florida 32068-3907 hereinafter called Utility. WHEREAS, the Utility presently has an interest in certain lands that have been determined necessary for highway purposes as part of a Local Agency Project 443396-2-54-01, to provide capacity improvements for CR 220 ("LAP"), between the Florida Department of Transportation and County; and WHEREAS, the proposed use of these lands for highway purposes will require subordination of the interest claimed in such lands by Utility to the Florida Department of Transportation; and WHEREAS, the County is willing to pay to have the Utility's facilities relocated if necessary to prevent conflict between the facilities so that the benefits of each may be retained. NOW, THEREFORE, in consideration of the mutual covenants and promises of the parties hereto, Utility, County and Florida Department of Transportation agree as follows: I. RECITALS The recitals set forth above are specifically incorporated herein by reference and made part of this Agreement. Page 1 of 18 II. SUBORDINATION Utility, its successors and assigns, hereby SUBORDINATES any and all of the Utility's interest in the real property, described in attached Exhibit A, (hereinafter "Property"), to the interest of the Florida Department of Transportation and its successors and assigns. Utility's interest in the Property is provided in the following recorded documents: RECORDED: AS TO INSTRUMENT DATE FROM TO PARCEL ORB/PAGE NO. Grant of 03/18/1998 Egbert E. Kennedy and Clay County 100 Easement 1707/753 Inez Kennedy, his wife Utility Authority Gateway/BVT Grant of 04/22/2002 Middleburg Associates, Clay County 100 (Part Easement 2043/1717 LLP, a Florida limited Utility Authority "A" only) liability partnership to Lake Asbury Village Grant of 05/07/2010 Commercial Venture, Clay County 100 Easement 3204/1611 LLC, a Florida limited Utility Authority liability company Kelley Ferguson, Larry Utility 02/10/1984 Edgington and De Clay Utility 101/112 Agreement 778/1 George-Crawford d/b/a Company F.E.D. Properties Grant of 04/02/2007 Shannon Lake Clay County Enterprises, Inc., a 101 Easement 2877/875 Utility Authority Florida corporation Vineyard Christian Fellowship of Grant of 03/01/2003 Middleburg, Florida, Inc., Clay County a/k/a Vineyard Christian 102 Easement 2163/261 Utility Authority Fellowship of Middleburg, Inc., a Florida corporation Clay County Church of Grant of 06/08/2017 the Brethren, Inc., a Clay County 103 Easement 3981/1566 Florida not for profit Utility Authority corporation Page 2 of 18 Clay County Church of Developer 06/08/2017 the Brethren, Inc., a Clay County 103 Agreement 3981/1602 Florida not for profit Utility Authority corporation Janet T. Hill, a married Grant of 12/23/2002 woman and Jean M. Clay County 105 Easement 2135/1805 Scheetz, a married Utility Authority woman Grant of 07/10/2003 T. Edward McClamma, a Clay County 108 Easement 2225/822 married man Utility Authority Kelley Ferguson, Larry Utility 09/05/1985 Edgington and De Clay Utility 112 Agreement 891/267 George-Crawford d/b/a Company F.E.D. Properties Assignment of 12/22/1992 Kingsley Service Company, a Florida Clay County 112 Easements 1437/1980 corporation to John H. Shuster, a married man, Joseph Grant of 08/16/2007 Slone, a married man, Clay County 112/113 Easement 2934/1054 Utility Authority and Gunther Jaster, a married man Florida Retail Grant of 09/16/2008 Development, LLC, a Clay County 112 Easement 3051/756 Florida limited liability Utility Authority company Florida Retail Developer 10/22/2009 Development, LLC, a Clay County 112 Agreement 3059/1220 Florida limited liability Utility Authority company III. OTHER PROVISIONS A. Notwithstanding any provisions set forth herein, the terms of the utility permits shall supersede any contrary provisions, with the exception of the provision herein with reimbursement rights. B. The Utility shall have the right to construct, operate, maintain, improve, add to, upgrade, remove, and relocate facilities on, within, and upon the lands described Page 3 of 18 herein in accordance with the Florida Department of Transportation's current minimum standards for such facilities as required by the Florida Department of Transportation, Utility Accommodation Manual in effect at the time the agreement is executed. Any new construction or relocation of facilities within the lands will be subject to prior approval by the Florida Department of Transportation. In the event a Florida Department of Transportation transportation project directly impacts the Utility and necessitates new construction or relocation of facilities, as agreed to by the parties, the County hereby agrees to pay the cost of such alteration, adjustment, or relocation, including, but not limited to, the cost of acquiring appropriate easements ("Utility Rights"), to the point of bringing such facilities to compliance with pertinent codes and standards. Additionally, should a request for new construction or relocation of facilities within the lands not be approved by the Florida Department of Transportation or the Florida Department of Transportation requires the Utility to alter, adjust, or relocate its facilities located within said lands, the Utility Rights, as stated above, shall apply. Furthermore, should a future Florida Department of Transportation project require that the Utility lands being subordinated pursuant to this Agreement be paved over in order to facilitate the Florida Department of Transportation project, the Utility shall also be allowed to avail itself of the same Utility Rights. to C. The Utility shall have a reasonable right to enter upon the lands described herein for the purposes outlined in Paragraph B above, including the right to trim such trees, brush, and growth which might endanger or interfere with such facilities, provided that such rights do not interfere with the operation and safety of the Florida Department of Transportation's facilities. D. The Utility agrees to repair any damage to Florida Department of Transportation facilities and to indemnify the Florida Department of Transportation against any loss or damage resulting from the Utility exercising its rights outlined in Paragraphs B and C above; provided, however, that the Utility's liability hereunder, when based on claims of negligence or other third party claims, shall be limited as provided for under § 768.28, Florida Statutes, as the same may be amended from time to time. E. The Florida Department of Transportation agrees to repair any damage to the Utility's facilities and improvements located upon, under, within, across or over the lands described herein and to indemnify the Utility against any loss or damage resulting from the Florida Department of Transportation's use of any such lands as a public road and right-of-way, provided, however, that the Florida Department of Transportation's liability hereunder, when based on claims of negligence or other third party claims, shall be limited as provided for under § 768.28, Florida Statutes, as the same may be amended from time to time. Page 4 of 18 IV. EXECUTION OF DOCUMENTS The parties agree that they shall promptly execute and deliver to the other all documents necessary to accomplish the intent and purpose of this Agreement and shall do all other acts to effectuate this Agreement, time being of the essence. V. ENTIRE AGREEMENT This instrument contains the entire agreement of the parties. No representations or promises have been made except those that are set out in this Agreement. All prior and contemporaneous conversations, negotiations, possible and alleged agreements and representations, covenants, and warranties with respect to the subject matter hereof are waived, merged herein and superseded hereby. VI. WAIVER The failure of any party to insist on one or more occasions the strict performance or compliance with a term, provision or otherwise of this Agreement shall not be deemed a waiver to or relinquished in the future of the enforcement thereof, and it shall continue in full force and effect unless waived or relinquished in writing by the party to be charged. VII. INTERPRETATION No provision in this Agreement shall be interpreted for or against any party because that party or that party's legal representative drafted the provision. VI II. CAPTIONS Paragraph title or captions contained herein are inserted as a matter of convenience and reference and in no way define, limit, extend, or describe the scope of this Agreement or any provision. VIIII. SEVERANCE If any section, paragraph, clause or provision of this Agreement is adjudged by a court of competent jurisdiction to be invalid and unenforceable, all remaining parts of this Agreement shall remain in full force and effect and the parties shall be bound thereby so long as the principle purposes of this Agreement remain enforceable. X. MODIFICATION OF AGREEMENT A modification or waiver of any of the provisions of this Agreement shall be effective only if made in writing and executed with the same formality as this Agreement. Page 5 of 18 IN WITNESS WHEREOF, the Florida Department of Transportation hereto has executed this agreement on the day and year first above written. Signed, sealed and delivered STATE OF FLORIDA in the presence of witnesses: DEPARTMENT OF TRANSPORTATION BY: Witness: Robert L. Parks Print Name: _ District Director for Transportation Development District Two Witness: Print Name: Legal Review By: to Print Name: District Counsel Date: STATE OF FLORIDA COUNTY OF COLUMBIA The foregoing instrument was acknowledged before me, by means of ❑ physical presence or 0 online notarization, this day of , 20 , by Robert L. Parks, District Director for Transportation Development, District Two, who is personally known to me to be the person who executed the foregoing instrument and who did not take an oath. Print Name: Notary Public (Notary Seal) My Commission Expires: Page 6 of 18 IN WITNESS WHEREOF, the County has caused these presents to be executed in its name by its Board of County Commissioners acting by the Chairperson or Vice-Chairperson of said Board, the day and year aforesaid. ATTEST: --rad • AClay County, Florida, By Its Board of County Commissioners Print Name: Viitatik Clerk(or Deputy Clerk) By: 1 414)412-64'k._ Print Name: W(aI 12)Q110. Its Chairperson (or Vide-Chairperson) STATE OF FLORIDA COUNTY OF CLAY The foregoing instrument was acknowledged before me, by means of 6/physical to presence or 0 online notarization, this 1sr- day of maich , 20 ola , by 6rectio , 1.5(�� (�Q O�\CI , who is personally known to me or who has produced as identification. e;* TERESA L.CAPO .1)j� -N'1 O� (I ) pO '*- :* Commission#HH 217640 e••`- Print Name: \{�(�e` lam- '•FOF �P.` Expires February 24,2OZ6 Notary Public (Notary Seal) My Commission Expires:A./A` 1 aoaQ Page 7 of 18 IN WITNESS WHEREOF, the County has caused these presents to be executed in its name, and its corporate seal to be hereunto affixed, by its proper officers thereunto duly authorized, the day and year first above written. ATTEST: Clay County Utility Authority Janice Loudermilk, Secretary Signed, sealed and delivered in the presence of: Witness: By: Print Name: JeremyD.Johnston, Executive Director Witness: Print Name: to (Corporate Seal) STATE OF FLORIDA COUNTY OF CLAY The foregoing instrument was acknowledged before me, by means of O physical presence or 0 online notarization, this day of , 20 , by JeremyD.Johnston., as Executive Director of the CLAY COUNTY UTILITY AUTHORITY, on behalf of the Utility, ❑ who is personally known to me or 0 who has produced as identification. Print Name: Notary Public (Notary Seal) My Commission Expires: Page 8 of 18 Exhibit "A" Section No. 71580 County Road No. 220 Clay County F.P. No. 4307192 Parcel No. 100 Fee Simple Part "A" A Part Of Section 4, Township 5 South, Range 25 East, Clay County, Florida, Being More Particularly Described As Follows: Commence At The Southeast Corner Of Tract "A", As Per Plat Of Quails Hollar, As Recorded In Plat Book 20, Pages 35-37, Of The Public Records Of Clay County, Florida, Said Corner Being On The Northerly Existing Right Of Way Line Of County Road No. 220, (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way); Thence South 24°39'29" East, A Distance Of 54.81 Feet To The Baseline Of Survey Of Said County Road No. 220; Thence North 89°32'03" East, Along Said Baseline Of Survey Of County Road No. 220, A Distance Of 442.21 Feet; Thence South 00°23'23" East, A Distance Of 50.00 Feet To The Intersection Of The Southerly Existing Right Of Way Line Of Said County Road No. 220, And The Easterly Existing Right Of Way Line Of Rideout Ferry Road (Having A 25.00 Foot Right Of Way As Now Established), And To The to Point Of Beginning; Thence Along Said Southerly Existing Right Of Way Line Of County Road No. 220, The Following 2 Courses: 1) North 89°32'03" East, 43.83 Feet To The Point Of Curvature Of A Curve To The Left, Having A Radius Of 1,195.92 Feet; 2) Along The Arc Of Said Curve, Through An Angle Of 05°04'39", An Arc Distance Of 105.98 Feet And A Chord Bearing And Distance Of North 86°59'44" East, 105.95 Feet; Thence South 05°32'36" East, A Distance Of 12.00 Feet To A Curve To The Right, Having A Radius Of 1,207.92 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 04°44'36", An Arc Distance Of 100.00 Feet And A Chord Bearing And Distance Of South 86°49'42" West, 99.97 Feet To A Point Of Curvature Of A Curve To The Left, Having A Radius Of 15.00 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 89°35'23", An Arc Distance Of 23.45 Feet And A Chord Bearing And Distance Of South 44°24'19" West, 21.14 Feet To A Point Of Tangency; Thence South 00°23'23" East, A Distance Of 16.54 Feet To The Point Of Curvature Of A Curve To The Left, Having A Radius Of 214.00 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 89°52'41", An Arc Distance Of 335.69 Feet And A Chord Bearing And Distance Of South 45°19'43" East, 302.32 Feet To A Point Of Tangency; Thence North 89°43'56" East, A Distance Of 332.36 Feet To The Point Of Curvature Of A Curve To The Left, Having A Radius Of 30.00 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 90°07'19", An Arc Distance Of 47.19 Feet And A Chord Bearing And Distance Of North 44°40'17" East, 42.47 Feet To The Westerly Existing Right Of Way Line Of County Road No. 739 (Henley Road, As Per Florida Department Of Transportation Right Of Way Map Section 71580 F.P. No. 4307192); Thence South 00°23'23" East, Along Said Westerly Existing Right Of Way Line, A Distance Of 164.90 Feet To A Curve To The Left, Having A Radius Of 75.00 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 89°52'41", An Arc Distance Of 117.65 Feet And A Chord Bearing And Distance Of North 45°19'43" West, 105.95 Feet To A Point Of Tangency; Thence South 89°43'56" West, A Distance Of 287.72 Feet To The Point Of Curvature Of A Curve To The Right, Having A Radius Of 274.00 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 35°58'58", An Arc Distance Of 172.08 Feet And A Chord Bearing And Distance Of North 72°16'34"West, 169.26 Feet To The Point Of Curvature Of A Reverse Curve To The Left, Page 9 of 18 Having A Radius Of 30.00 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 79°34'36", An Arc Distance Of 41.67 Feet And A Chord Bearing And Distance Of South 85°55'37"West, 38.40 Feet To A Point Of Tangency; Thence South 46°08'19"West, A Distance Of 26.21 Feet To The Point Of Curvature Of A Curve To The Left, Having A Radius Of 100.00 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 46°31'42", An Arc Distance Of 81.21 Feet And A Chord Bearing And Distance Of South 22°52'28" West, 78.99 Feet To The Easterly Existing Right Of Way Line Of Rideout Ferry Road (A 25.00 Foot Right Of Way As Now Established); Thence North 00°23'23" West, Along Said Easterly Existing Right Of Way Line, A Distance Of 357.89 Feet To The Point Of Beginning. Containing: 1.209 Acres, More Or Less. ALSO: Part "B" A Part Of Section 4, Township 5 South, Range 25 East, Clay County, Florida, Being More Particularly Described As Follows: Commence At The Southeast Corner Of Tract "A", As Per Plat Of Quails Hollar, As Recorded In Plat Book 20, Pages 35-37, Of The Public Records Of Clay County, Florida, Said Corner Being On The Northerly Existing Right Of Way Line Of County Road No. 220, (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A to Variable Width Right Of Way); Thence South 24°39'29" East, A Distance Of 54.81 Feet To The Baseline Of Survey Of Said County Road No. 220; Thence North 89°32'03" East, Along Said Baseline Of Survey Of County Road No. 220, A Distance Of 442.21 Feet; Thence South 00°23'23" East, A Distance Of 50.00 Feet To The Intersection Of The Southerly Existing Right Of Way Line Of Said County Road No. 220, And The Easterly Existing Right Of Way Line Of Rideout Ferry Road (Having A 25.00 Foot Right Of Way As Now Established); Thence South 00°23'23" East, Along Said Easterly Existing Right Of Way Line Of Rideout Ferry Road, A Distance Of 357.89 Feet To The Point Of Curvature Of A Curve To The Right, Having A Radius Of 100.00 Feet And To The Point Of Beginning; Thence Along The Arc Of Said Curve, Through An Angle Of 46°31'42", An Arc Distance Of 81.21 Feet And A Chord Bearing And Distance Of North 22°52'28" East, 78.99 Feet To A Point Of Tangency; Thence North 46°08'19" East, A Distance Of 26.21 Feet To The Point Of Curvature Of A Curve To The Right, Having A Radius Of 30.00 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 79°34'36", An Arc Distance Of 41.67 Feet And A Chord Bearing And Distance Of North 85°55'37" East, 38.40 Feet To A Point Of Reverse Curvature Of A Curve To The Left, Having A Radius Of 274.00 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 35°58'58", An Arc Distance Of 172.08 Feet And A Chord Bearing And Distance Of South 72°16'34" East, 169.26 Feet To A Point Of Tangency; Thence North 89°43'56" East, A Distance Of 287.72 Feet To The Point Of Curvature Of A Curve To The Right, Having A Radius Of 75.00 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 89°52'41", An Arc Distance Of 117.65 Feet And A Chord Bearing And Distance Of South 45°19'43" East, 105.95 Feet To The Westerly Existing Right Of Way Line Of County Road No. 739 (Henley Road, As Per Florida Department Of Transportation Right Of Way Map Section 71580 F.P. No. 4307192, Having A Variable Width Right Of Way); Thence South 00°23'23" East, Along Said Westerly Existing Right Of Way Line, A Distance Of 135.16 Feet; Thence South 89°43'56" West, A Distance Of 611.97 Feet To Said Easterly Existing Right Of Way Line Of Rideout Ferry Road; Thence North 00°23'23" West, Along Said Easterly Existing Right Of Way Line, A Distance Of 169.02 Feet To The Point Of Beginning. Page 10 of 18 Containing: 3.058 Acres, More Or Less. ALSO: Parcel No. 101 Fee Simple A Part Of Section 4, Township 5 South, Range 25 East, Clay County, Florida, Being More Particularly Described As Follows: Commence At The Southeast Corner Of Tract "A", As Per Plat Of Quails Hollar, As Recorded In Plat Book 20, Pages 35-37, Of The Public Records Of Clay County, Florida, Said Corner Being On The Northerly Existing Right Of Way Line Of County Road No. 220, (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way); Thence South 24°39'29" East, A Distance Of 54.81 Feet To The Baseline Of Survey Of Said County Road No. 220; Thence Along Said Baseline Of Survey Of County Road No. 220, The Following 2 Courses: 1) North 89°32'03" East, Of 485.97 Feet To A Point Of Curvature Of A Curve To The Left, Having A Radius Of 1,145.92 Feet; 2) Along The Arc Of Said Curve, Through An Angle Of 31°35'23", An Arc Distance Of 631.80 Feet And A Chord Bearing And Distance Of North 73°44'22" East, 623.83 Feet; Thence North 00°11'34" West, A Distance Of 59.40 Feet To The Intersection Of The Westerly Existing Right Of Way Line Of County Road No. 739 (Henley Road, As Per Florida Department Of Transportation Right Of Way Map Section 71580 F.P. No. 4307192, Having An 80.50 Foot Right Of Way), And the Northerly Existing Right Of Way Line Of Said County Road No. 220, And A Curve To The Right, Having A Radius Of 1,095.92 Feet, And To The Point Of Beginning; Thence Along Said Northerly Existing Right Of Way Line Of Said County Road No. 220, And The Arc Of Said Curve, Through An Angle Of 01°23'09", An Arc Distance Of 26.51 Feet And A Chord Bearing And Distance Of South 56°59'52" West, 26.51 Feet; Thence North 28°27'59" East, A Distance Of 46.46 Feet To Said Westerly Existing Right Of Way Line Of County Road No. 739 (Henley Road); Thence South 00°11'34" East, Along Said Westerly Exiting Right Of Way Line, A Distance Of 26.40 Feet To The Point Of Beginning. Containing: 296 Square Feet, More Or Less. ALSO: Parcel No. 102 Fee Simple Part "A" A Part Of Section 4, Township 5 South, Range 25 East, Clay County, Florida, Being More Particularly Described As Follows: Commence At The North 1/4 Corner Of Section 4, Township 5 South, Range 25 East, Clay County, Florida; Thence South 89°22'59" West, Along The North Line Of Section 4, A Distance Of 434.80 Feet To The Baseline Of Survey Of County Road No. 220 (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way); Thence Along Said Baseline Of Survey Of County Road No. 220, The Following 2 Courses: 1) South 34°46'39"West, 1,016.45 Feet To A Point Of Curvature Of A Curve To The Right, Having A Radius Of 1,145.92 Feet; 2) Along The Arc Of Said Curve, Through An Angle Of 20°45'55", An Arc Distance Of 415.31 Feet And A Chord Bearing And Page 11 of 18 Distance Of South 45°09'37" West, 413.04 Feet To The Baseline Of Survey Of County Road No. 739 (Henley Road, As Per Florida Department Of Transportation Right Of Way Map Section 71580 F.P. No. 4307192, Having An 80.50 Foot Right Of Way); Thence North 00°11'34" West, Along Said Baseline Of Survey, A Distance Of 246.81 Feet; Thence North 89°48'26" East, A Distance Of 40.25 Feet To The Easterly Existing Right Of Way Line Of Said County Road No. 739 (Henley Road), And A Curve To The Left Having A Radius Of 183.75 Feet, And To The Point Of Beginning; Thence Along The Arc Of Said Curve, Through An Angle Of 22°43'15", An Arc Distance Of 72.87 Feet And A Chord Bearing And Distance Of South 13°19'08" East, 72.39 Feet To A Point Of Compound Curvature Of A Curve To The Left, Having A Radius Of 28.75 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 86°42'55", An Arc Distance Of 43.51 Feet And A Chord Bearing And Distance Of South 68°02'13" East, 39.48 Feet To A Point Of Compound Curvature Of A Curve To The Left, Having A Radius Of 123.75 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 23°04'50", An Arc Distance Of 49.85 Feet And A Chord Bearing And Distance Of North 57°03'54" East, 49.51 Feet To A Point Of Compound Curvature Of A Curve To The Left, Having A Radius Of 1,183.75 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 02°47'55", An Arc Distance Of 57.82 Feet And A Chord Bearing And Distance Of North 44°07'32" East, 57.81 Feet To A Curve To The Right, Having A Radius Of 1,089.92 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 06°46'25", An Arc Distance Of 128.85 Feet And A Chord Bearing And Distance Of South 44°21'49" West, 128.78 Feet To A Point Of Curvature Of A Curve To The Right, Having A Radius Of 30.00 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 97°06'33", An Arc Distance Of 50.85 Feet And A Chord Bearing And Distance Of North 83°41'42" West, 44.98 Feet To Said Easterly Existing Right Of Way Line Of County Road No. 739 (Henley Road); Thence North 00°11'34" West, Along Said Easterly Existing Right Of Way Line, A Distance Of 103.92 Feet To The Point Of Beginning. Containing: 2,498 Square Feet, More Or Less. ALSO: Part "B" A Part Of Section 4, Township 5 South, Range 25 East, Clay County, Florida, Being More Particularly Described As Follows: Commence At The North 1/4 Corner Of Section 4, Township 5 South, Range 25 East, Clay County, Florida; Thence South 89°22'59" West, Along The North Line Of Section 4, A Distance Of 434.80 Feet To The Baseline Of Survey Of County Road No. 220 (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way); Thence Along Said Baseline Of Survey Of County Road No. 220, The Following 2 Courses: 1) South 34°46'39" West, 1,016.45 Feet To A Point Of Curvature Of A Curve To The Right, Having A Radius Of 1,145.92 Feet; 2) Along The Arc Of Said Curve, Through An Angle Of 01°53'25", An Arc Distance Of 37.81 Feet And A Chord Bearing And Distance Of South 35°43'22" West, 37.81 Feet; Thence North 53°19'55" West, A Distance Of 50.00 Feet To The Northwesterly Existing Right Of Way Line Of Said County Road No. 220, And A Curve To The Right Having A Radius Of 1,095.92 Feet, And To The Point Of Beginning; Thence Along Said Northwesterly Existing Right Of Way Line Of County Road No. 220, And The Arc Of Said Curve, Through An Angle Of 02°10'05", An Arc Distance Of 41.47 Feet And A Chord Bearing And Distance Of South 37°45'07" West, 41.47 Feet; Thence South 50°34'48" West, A Distance Of 29.58 Feet To A Curve To The Left, Having A Radius Of 1,183.75 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 03°24'15", An Arc Page 12 of 18 Distance Of 70.33 Feet And A Chord Bearing And Distance Of North 40°27'15" East, 70.32 Feet; Thence South 53°19'55" East, A Distance Of 3.25 Feet To The Point Of Beginning. Containing: 231 Square Feet, More Or Less. ALSO: Parcel No. 103 Fee Simple A Part Of Section 4, Township 5 South, Range 25 East, Clay County, Florida, Being More Particularly Described As Follows: Commence At The North 1/4 Corner Of Section 4, Township 5 South, Range 25 East, Clay County, Florida; Thence South 89°22'59" West, Along The North Line Of Said Section 4, A Distance Of 434.80 Feet To The Baseline Of Survey Of County Road No. 220 (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way); Thence Along Said Baseline Of Survey Of County Road No. 220, The Following 2 Courses: 1) South 34°46'39" West, 1,016.45 Feet To A Point Of Curvature Of A Curve To The Right, Having A Radius Of 1,145.92 Feet; 2) Along The Arc Of Said Curve, Through An Angle Of 18°18'55", An Arc Distance Of 366.31 Feet And A Chord Bearing And Distance Of South 43°56'07" West, 364.75 Feet; Thence South 00°36'37" West, A Distance Of 62.28 Feet To The Intersection Of The Easterly Existing Right Of Way Line Of County Road No. 739, (Henley Road, As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way), And The Southeasterly Existing Right Of Way Line Of Said County Road No. 220, And A Curve To The Left Having A Radius Of 1,195.92 Feet, And To The Point Of Beginning; Thence Along Said Southeasterly Existing Right Of Way Line, And The Arc Of Said Curve, Through An Angle Of 06°44'18", An Arc Distance Of 140.65 Feet And A Chord Bearing And Distance Of North 51°32'28" East, 140.57 Feet To A Curve To The Left, Having A Radius Of 463.00 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 36°04'29", An Arc Distance Of 291.52 Feet And A Chord Bearing And Distance Of South 22°08'11" West, 286.72 Feet To The Northerly Line Of Lot 3, Eagle Glen, As Recorded In Plat Book 27, Pages 76-79, Of The Public Records Of Said Clay County, In Section 4, Township 5 South, Range 25 East, Clay County, Florida; Thence South 89°32'05" West, Along Said Northerly Line Of Lot 3, A Distance Of 3.93 Feet To Said Easterly Existing Right Of Way Line Of County Road No. 739 (Henley Road); Thence North 00°36'37" East, Along Said Easterly Existing Right Of Way Line, A Distance Of 178.21 Feet To The Point Of Beginning. Containing: 5,679 Square Feet, More Or Less. ALSO: Parcel No. 105 Fee Simple Part "A" A Part Of Section 33, Township 4 South, Range 25 East, Clay County, Florida, Being More Particularly Described As Follows: Commence At The South 1/4 Corner Of Section 33, Township 4 South, Range 25 East, Clay County, Florida; Thence North 00°15'24" West, Along The West Line Of The Southeast 1/4 Of Page 13 of 18 Said Section 33, A Distance Of 617.42 Feet To The Baseline Of Survey Of County Road No. 220 (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way); Thence North 34°46'39" East, Along Said Baseline Of Survey Of County Road No. 220, A Distance Of 846.85 Feet; Thence North 55°13'21" West, A Distance Of 50.00 Feet To The Northwesterly Existing Right Of Way Line Of Said County Road No. 220, And To The Point Of Beginning; Thence South 89°47'41" West, A Distance Of 389.21 Feet; Thence North 00°15'24" West, A Distance Of 183.03 Feet; Thence South 89°48'37" West, A Distance Of 56.00 Feet To Said West Line Of the Southeast 1/4 Of Section 33; Thence North 00°15'24" West, Along Said West Line, A Distance Of 153.23 Feet To The Southerly Existing Right Of Way Line Of Joe Johns Road (A 40.00 Foot Right Of Way As Recorded In Official Records Book 2013, Page 1704 Of The Public Records Of Clay County, Florida); Thence North 89°47'18" East, Along Said Southerly Existing Right Of Way Line, A Distance Of 377.38 Feet; Thence South 00°00'00" West, A Distance Of 301.32 Feet; Thence North 89°47'41" East, A Distance Of 93.70 Feet To Said Northwesterly Existing Right Of Way Line Of County Road No. 220; Thence South 34°46'39" West, Along Said Northwesterly Existing Right Of Way Line, A Distance Of 42.72 Feet To The Point Of Beginning. Containing: 2.738 Acres, More Or Less. ALSO: Part "B" A Part Of Section 33, Township 4 South, Range 25 East, Clay County, Florida, Being More Particularly Described As Follows: Commence At The South 1/4 Corner Of Section 33, Township 4 South, Range 25 East, Clay County, Florida; Thence North 00°15'24" West, Along The West Line Of The Southeast 1/4 Of Said Section 33, A Distance Of 617.42 Feet To The Baseline Of Survey Of County Road No. 220 (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way); Thence North 34°46'39" East, Along Said Baseline Of Survey Of County Road No. 220, A Distance Of 1,292.37 Feet; Thence South 89°47'18" West, A Distance Of 61.03 Feet To The Intersection Of The Northwesterly Existing Right Of Way Line Of Said County Road No. 220, And The Southerly Existing Right Of Way Line Of Joe Johns Road (A 40.00 Foot Right Of Way As Recorded In Official Records Book 2013, Page 1704 Of The Public Records Of Clay County, Florida), And To The Point Of Beginning; Thence South 34°46'39" West, Along Said Northwesterly Existing Right Of Way Line Of County Road No. 220 , A Distance Of 25.00 Feet; Thence North 27°43'01" West, A Distance Of 23.09 Feet To Said Southerly Existing Right Of Way Line Of Joe Johns Road; Thence North 89°47'18" East, Along Said Southerly Existing Right Of Way Line, A Distance Of 25.00 Feet To The Point Of Beginning. Containing: 256 Square Feet, More Or Less. ALSO: Parcel No. 108 Fee Simple Part "A" A Part Of Section 33, Township 4 South, Range 25 East, Clay County, Florida, Being More Page 14 of 18 Particularly Described As Follows: Commence At The South 1/4 Corner Of Section 33, Township 4 South, Range 25 East, Clay County, Florida; Thence North 00°15'24" West, Along The West Line Of The Southeast 1/4 Of Said Section 33, A Distance Of 617.42 Feet To The Baseline Of Survey Of County Road No. 220 (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way); Thence North 34°46'39" East, Along Said Baseline Of Survey Of County Road No. 220, A Distance Of 1,341.19 Feet; Thence South 89°47'18" West, A Distance Of 61.03 Feet To The Intersection Of The Northwesterly Existing Right Of Way Line Of Said County Road No. 220, And The Northerly Existing Right Of Way Line Of Joe Johns Road (A 40.00 Foot Right Of Way, As Recorded In Official Records Book 2013, Page 1704 Of The Public Records Of Said Clay County, Florida, And The Point Of Beginning; Thence Continue South 89°47'18" West, Along Said Northerly Existing Right Of Way Line Of Joe Johns Road, A Distance Of 49.84 Feet; Thence North 35°46'39" East, A Distance Of 208.52 Feet To The Point Of Curvature Of A Curve To The Right, Having A Radius Of 1,859.95 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 06°16'00", An Arc Distance Of 203.43 Feet And A Chord Bearing And Distance Of North 38°54'39" East, 203.33 Feet To The Westerly Mean High Water Line Of Little Black Creek (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192); Thence Along Said Westerly Mean High Water Line, As Referenced By The Following Course: South 52°58'48" East, A Distance Of 26.45 Feet To Said Northwesterly Existing Right Of Way Line Of County Road No. 220, And To A Curve To The Left, Having A Radius Of 1,323.73 Feet; Thence Along Said Northwesterly Existing Right Of Way Line, The Following 2 Courses: 1) Along The Arc Of Said Curve, Through An Angle Of 04°23'39", An Arc Distance Of 101.52 Feet And A Chord Bearing And Distance Of South 36°58'29" West, 101.50 Feet To The Point Of Tangency; 2) South 34°46'39" West, 280.25 Feet To The Point Of Beginning. Containing: 14,106 Square Feet, More Or Less. ALSO: Part "B" A Part Of Section 33, Township 4 South, Range 25 East, Clay County, Florida, Being More Particularly Described As Follows: Commence At The South 1/4 Corner Of Section 33, Township 4 South, Range 25 East, Clay County, Florida; Thence North 00°15'24" West, Along The West Line Of The Southeast 1/4 Of Said Section 33, A Distance Of 617.42 Feet To The Baseline Of Survey Of County Road No. 220 (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way); Thence Along Said Baseline Line Of Survey Of County Road No. 220, The Following 2 Courses: 1) North 34°46'39" East, 1,586.45 Feet To A Point Of Curvature Of A Curve To The Right, Having A Radius Of 1,273.73 Feet; 2) Along The Arc Of Said Curve, Through An Angle Of 26°26'53", An Arc Distance Of 587.96 Feet And A Chord Bearing And Distance Of North 48°00'06" East, 582.76 Feet; Thence North 28°46'27" West, A Distance Of 50.00 Feet To The Northwesterly Existing Right Of Way Line Of Said County Road No. 220, And A Curve To The Left, Having A Radius Of 1,323.73 Feet, And To The Point Of Beginning; Thence Along Said Northwesterly Existing Right Of Way Line And Curve, Through An Angle Of 16°43'34", An Arc Distance Of 386.43 Feet And A Chord Bearing And Distance Of South 52°51'46" West, 385.06 Feet To The Easterly Mean High Water Line Of Little Black Creek (As Per Florida Department Of Transportation Right Of Way Map Section Page 15 of 18 71580, F.P. No. 4307192); Thence Along Said Easterly Mean High Water Line, As Referenced By The Following Course: North 23°36'24" West, A Distance Of 23.05 Feet To A Curve To The Right, Having A Radius Of 1,859.95 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 09°16'42", An Arc Distance Of 301.19 Feet And A Chord Bearing And Distance Of North 50°50'30" East, 300.86 Feet To A Point Of Compound Curvature Of A Curve To The Right, Having A Radius Of 1,303.23 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 04°18'25", An Arc Distance Of 97.96 Feet And A Chord Bearing And Distance Of North 57°38'03" East, 97.94 Feet; Thence South 00°20'16" East, A Distance Of 31.07 Feet To The Point Of Beginning. Containing: 8,655 Square Feet, More Or Less. ALSO: Part "C" A Part Of Section 33, Township 4 South, Range 25 East, Clay County, Florida, Being More Particularly Described As Follows: Commence At The South 1/4 Corner Of Section 33, Township 4 South, Range 25 East, Clay County, Florida; Thence North 00°15'24" West, Along The West Line Of The Southeast 1/4 Of Said Section 33, A Distance Of 617.42 Feet To The Baseline Of Survey Of County Road No. 220 (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way); Thence North 34°46'39" East, Along Said Baseline Of Survey Of County Road No. 220, A Distance Of 1,360.59 Feet; Thence South 55°13'21" East, A Distance Of 50.00 Feet To The Southeasterly Existing Right Of Way Line Of Said County Road No. 220, And To The Point Of Beginning; Thence Along Said Southeasterly Existing Right Of Way Line Of County Road No. 220, The Following 2 Courses: 1) North 34°46'39" East, 225.85 Feet To The Point Of Curvature Of A Curve To The Right, Having A Radius Of 1,223.73 Feet; 2) Along The Arc Of Said Curve, Through An Angle Of 03°45'11", An Arc Distance Of 80.16 Feet And A Chord Bearing And Distance Of North 36°39'15" East, 80.15 Feet To The Westerly Mean High Water Line Of Little Black Creek (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192); Thence Along Said Westerly Mean High Water Line, As Referenced By The Following 2 Courses: 1) South 30°56'28" East, 61.60 Feet; 2) South 44°36'18" East, 6.30 Feet To A Curve To The Left, Having A Radius Of 1,667.95 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 05°25'01", An Arc Distance Of 157.69 Feet And A Chord Bearing And Distance Of South 38°29'10" West, 157.63 Feet To A Point Of Tangency; Thence South 35°46'39" West, A Distance Of 84.88 Feet; Thence South 89°47'51" West, A Distance Of 65.05 Feet To The Point Of Beginning. Containing: 15,582 Square Feet, More Or Less. ALSO: Part "D" A Part Of Section 33, Township 4 South, Range 25 East, Clay County, Florida, Being More Particularly Described As Follows: Commence At The South 1/4 Corner Of Section 33, Township 4 South, Range 25 East, Clay Page 16 of 18 County, Florida; Thence North 00°15'24" West, Along The West Line Of The Southeast 1/4 Of Said Section 33, A Distance Of 617.42 Feet To The Baseline Of Survey Of County Road No. 220 (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way); Thence Along Said Baseline Of Survey Of County Road No. 220, The Following 2 Courses: 1) North 34°46'39" East, 1,586.45 Feet The Point Of Curvature Of A Curve To The Right, Having A Radius Of 1,273.73 Feet; 2) Along The Arc Of Said Curve, Through An Angle Of 23°52'50", An Arc Distance Of 530.88 Feet And A Chord Bearing And Distance Of North 46°43'05" East, 527.05 Feet; Thence South 31°20'30" East, A Distance Of 50.00 Feet To The Southeasterly Existing Right Of Way Line Of Said County Road No. 220, And To The Point Of Beginning; Thence South 00°20'16" East, A Distance Of 81.79 Feet To A Curve To The Left, Having A Radius Of 1,667.95 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 08°42'17", An Arc Distance Of 253.41 Feet And A Chord Bearing And Distance Of South 50°05'26" West, 253.16 Feet To The Easterly Mean High Water Line Of Little Black Creek (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192); Thence Along Said Easterly Mean High Water Line, As Referenced By The Following 2 Courses: 1) North 43°25'14" West, 40.18 Feet; 2) North 47°51'02" West, 30.01 Feet To Said Southeasterly Existing Right Of Way Line Of County Road No. 220, And To A Curve To The Right, Having A Radius Of 1,223.73 Feet; Thence Along Said Southeasterly Existing Right Of Line And Curve, Through An Angle Of 14°38'43", An Arc Distance Of 312.80 Feet And A Chord Bearing And Distance Of North 51°20'08" East, 311.95 Feet To The Point Of Beginning. Containing: 20,064 Square Feet, More Or Less. ALSO: Parcel No. 112 Fee Simple A Part Section 4, Township 5 South, Range 25 East, Clay County, Florida, Being More Particularly Described As Follows: Commence At The Southeast Corner Of Tract "A", As Per Plat Of Quails Hollar, As Recorded In Plat Book 20, Pages 35-37, Of The Public Records Of Clay County, Florida, Said Corner Being On The Northerly Existing Right Of Way Line Of County Road No. 220, (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way); Thence South 24°39'29" East, A Distance Of 54.81 Feet To The Baseline Of Survey Of Said County Road No. 220; Thence North 89°32'03" East, Along Said Baseline Of Survey Of County Road No. 220, A Distance Of 485.97 Feet; Thence North 00°27'57" West, A Distance Of 50.00 Feet To The Northerly Existing Right Of Way Line Of Said County Road No. 220, And The Point Of Beginning; Thence South 89°32'03" West, Along Said Northerly Existing Right Of Way Line Of County Road No. 220, A Distance Of 98.70 Feet; Thence North 00°27'57" West, A Distance Of 5.00 Feet; Thence North 89°32'03" East, A Distance Of 98.70 Feet To The Point Of Curvature Of A Curve To The Left, Having A Radius Of 1,090.92 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 01°31'06", An Arc Distance Of 28.91 Feet And A Chord Bearing And Distance Of North 88°46'30" East, 28.91 Feet; Thence South 00°32'36" East, A Distance Of 5.00 Feet To Said Northerly Existing Right Of Way Line Of County Road No. 220, And A Curve To The Right, Having A Radius Of 1,095.92 Feet; Thence Along Said Northerly Existing Right Of Way Line, And The Arc Of Said Curve, Through An Angle Of 01°30'42", An Arc Distance Of 28.92 Feet And A Chord Bearing And Distance Of South 88°46'42"West, 28.91 Feet To The Point Of Beginning. Page 17 of 18 Containing: 638 Square Feet, More Or Less. ALSO: Parcel No. 113 Fee Simple A Part Section 4, Township 5 South, Range 25 East, Clay County, Florida, Being More Particularly Described As Follows: Commence At The Southeast Corner Of Tract "A", As Per Plat Of Quails Holler, As Recorded In Plat Book 20, Pages 35-37, Of The Public Records Of Clay County, Florida, Said Corner Being On The Northerly Existing Right Of Way Line Of County Road No. 220, (As Per Florida Department Of Transportation Right Of Way Map Section 71580, F.P. No. 4307192, Having A Variable Width Right Of Way); Thence South 24°39'29" East, A Distance Of 54.81 Feet To The Baseline Of Survey Of Said County Road No. 220; Thence Along Said Baseline Of Survey, The Following 2 Courses: 1) North 89°32'03" East, 485.97 Feet To The Point Of Curvature Of A Curve To The Left, Having A Radius Of 1,145.92 Feet; 2) Along The Arc Of Said Curve, Through An Angle Of 03°52'00", An Arc Distance Of 77.33 Feet And A Chord Bearing And Distance Of North 87°36'03" East, 77.32 Feet; Thence North 04°19'57" West, A Distance Of 50.00 Feet To The Northerly Existing Right Of Way Line Of Said County Road No. 220, And A Curve To The Right, Having A Radius Of 1,095.92 Feet, And The Point Of Beginning; Thence Along Said Northerly Existing Right Of Way Line Of County Road No. 220, And The Arc Of Said Curve, Through An Angle Of 02°21'18", An Arc Distance Of 45.05 Feet And A Chord Bearing to And Distance Of South 86°50'42" West, 45.04 Feet; Thence North 00°32'36" West, A Distance Of 5.00 Feet To A Curve To The Left, Having A Radius Of 1,090.92 Feet; Thence Along The Arc Of Said Curve, Through An Angle Of 02°21'57", An Arc Distance Of 45.05 Feet And A Chord Bearing And Distance Of North 86°49'59" East, 45.04 Feet; Thence South 00°32'36" East, A Distance Of 5.01 Feet To The Point Of Beginning. 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R=845.92'(D) CB=N79 4805 NO ID. emmirvc 75.78'(C)L CI' n k'Z THIS PLAT) - 40.10'(C) eLoc II z ,K- vav i o u STA.+64.05/ 20'CEC UTILITY L=28.96'(C) CH=1 STA.+42.42/ U, N 528°27'S9"W �r Z + 1/2"IP"LB 1381" 299.80'LT EASEMENT PER CB=N68°35'OS"E CH=140.08'l-' 299.71'LT 2 TAW�,� w rH 46.46'(Co so iiLL ;'.�Mu w.,'� O N89°32'03"E +64.28 O.R.794,PG.686 CH=28.96'(D) - V0' n E N°v.' °9d� 1.+59.60 Z STA.27'LT / 20'CEC UTILITY z BUILDING '0.25'(C) ^ ^ p<< U, 5.00'(C) a 290.27'LT 299.73'LT(C) (NOT PLOTTABLE) EASEMENT PER N.\ 2 2 w 2 c; ,��ao`j'• •�''� � ,ry < N V _ 80 ro 2 O m nP' w� s 53.55'(C)/ • II +oPT ��? n, �r 1 -^ H +06.87 O.R.794,PG.686 �,\✓ 6,2 o C' 72.00'(C)LT ' ll;-'' oiO o �N ,,, '-"m 'v\® 266.44'LT(C) roxo to q oo j° o ry u +66.87 SECTION 4 0 (NOT PLOTTABLE) °'w �� ✓ma woo N m .• EASEMENT -o N ? a 266.44'LT(C) NORTHWEST 1/4 0 -(.5„o P� 15'CCUA ENT ? < \ y.t + o�, f ,_ BLANKETm o � cy o. N �S\ '^o w DETAIL"C"ro U - N&D"LS3593" (NOT A PART OF ^3 'n UTILITY N PAna"° cp rvcR a , 1l 11 C' m 74 C/ u N.T.S. °'o °• a THIS PLAT) M m EASEMENT `' P 126 ,0 t a•-" yo U �' // �mR,2\N TRACT"A"(P) pN h lin N o aI _ - STA.+36.87/ n_ o O.R.778,PG. 1 ✓z L ncl O d0¢NeG 23 a U N , 266.42'LT r� mN m iN O YS 50 'I, G� ;,le' , --T-n +15.15 li ' C.R.No�220 + a ° m c[uA Tlcl 15z 2 /�7�7N o o > 0 0 v e 55.00'C eA eT v 0am - /STUCCO \ o ___55.00'RT(q_____ ^ 0 m^ Vo 77 \ 72.00'LT C ✓ oP / A + e--ImA'+m6✓Jc'°' o'- _ N89°3z'03"E 03 ~ 'O N 50.00'LT(Cr;'m,n b\ _1-o % r u DETAIL,rB�, I 5.07'(C) °z .._ Y� ^.. z z2 4 rO1i - amLo rv° \ ]s umm ( ) Gti + Go '".- N.T.S. I V w} V' 00 e VO-w ry - EASEMENT PER ® ,S A91' - ;1;1( ^+oC.R.No.22I 2\� ^^'m m" ,D v'^ \ o.R.2077 PG.s]z 10 601 :Se c ^.m 4 ry W v o o v Ow ry L MM'�� P, A u -o I ry a ut a is av - +15.20 l BEGIN PROJECT d ^ N89°32'03"E °o >2 z a omcTOacocxN m15'CEC UT UTY Lxp9G)s '!S\ oa" _ cowweac�aLae,aLIna1'2 EAnKi"c , 81.27'LT(C) /// 11 p,. V'C LrPOTSTA. JECT .00H 5.00'(C) I +o �'Y v o ^ auiLUTItaEASEMENT PER �� N gC 9 ^9 1I /,\ N&D"GLARY&ASSOC" u �-, /<j0•, o '" 20'CCUA UTILITYo+�wOPO.R.3012,PG.2040 r^ \yp\ C22 'r/ ,r"o A9 � v . a �"POT STA 282+00.00" ¢ u ® '^`J TRACT h w0 I EASEMENTPER °p}~ ~ u 60�O1 .G1� 'o `j9 ° - mrn�nFICI l \ u rig /G mo "An(P) +83.83> 1O5'RCECSUTILITY 756 - ^U y _ 15'CCUA UTILITY a g� rv_a� =uLs O.R.2647,N PG E825 81 2TLT(C) ' 55.00'LT C ,=f�' '„1p.p9110=.\. �J.qs STA. 296t05.86 �+o III i�r__-=, A=68°58'00"(P) ° /^O� +0 55.07 RT(C) Q O.RA3012ENPGP2036 Moo a` 0 -h O.R.EASEMENT PER 1054�3 ^�� 00 C14 C16 \ +47.44 50.0p'LT(C( °SA9 AAA J STA. 333+50.39 �`1 / m 2 +- _ _ Oo 00 R=50.00'(P) J oN 3 u F-o -�u�- - ( b 2 Al = �� ul / L-60 18'(P) ER ,- _' 55.00'��.v _ o b mz.e 1/2"I.P. NO ID. _ - +35LT on o/ „ oo Noon .. U z� -oo ® �� s� s n C.R. No. 739/ CB-;55°58'S7"W / A„(P) + 49.68^LT3593 60.00'IP) 1/2"LP.NO ID. +off a z^ ® .� ,moo - i i;�,,�� e„r�N ,r se' zm __ CH =56.62'(P) \ STA.+36.86/ STA.+66.70/ �^� +o"',o STA.+52.53/ ^ __ _ - (C) _ "s�MEso "o �n3-",,$r , w °+/ :� z 55OOSRTICACT e °i .. ® I'^'^w 50.06'LT �_ u 3�_ s - C� +18.37 I .� ✓f4 mmVa hj,- AV2. �,/ 50.00'LT(C) 1/2"IP"LB1381' .;, oN<=E�� 7 �� ,4`I > DLL' -EXIST. 132.70'(C) STAID"LBO/ G _.I L I C1 -so Pe 50.00'LT(C) r 'Cli ` a RA- ' II z O'^L7 R/W LINE__ �. N89°32'03"E 183.37'(P) 132.58'(P) 49.73'LT 1 s'� I I MINI, =MI y1 ��'�� ->J1 L8 D" -%C15---- _, o�^�� `vro 4 uww - I I_TI , IO.sDEWALe : LINE 11 o ..- N89°)3250 r ' � m II }wo .9 32 03'E _ �, __ N corvc 73' .G'� - ' O1 �ry . scry � EXIST.R/W LINE 0, 12"IP NO ID. k +96.87--- (D� C8_ �i>Ei l e C36 ^�o^ II o Ij N,k STA.+44.29/ +76.87 �� La)3 3"E a L6 op 7 a / snomoea__ a C39' z Ijw uzm ,Pn°,m 49.s5'LT 50.00'LT(C) -I rnve"ex, Tc 50001T(C) LINE ^U o ••f t1 8 --- 1• p so4-04% - ( _ 0 0 50.00'(C) 0�,a 285 EP � ASE AL, ��aN\{_(VARI(VARIABLE o. 220TH R/W) N�o it LOOP-RD._ ®_ Js"_oEKL70��w__STA+29.93/D -"----- __-odf12EM F29421� it _ 'd,000 , +81.93 000 I U II . o +46.05 ° n m SURVEY L_/ AWN, o zNN89°302R03"E0220 \w _ - w 49.98'LT cP_____-_o>---.��'iiii''' -'S�115--- Ci4- 50.00'(C)� L R/Wo N _ ✓� „ --rv`--• '-^T-_-_=: +52.60 __________________=we've'-_ - ,-- �` 0 v°a'icl it III I LINE`° Lr 5/8"REB. ^u1 or�% DETAIL�NB" SEE DETAIL C" m rn� 50.00 RT(C) \' _ ram/ ry 1 57 9.8(C L28 E. U DETAIL"A" - ovERRArvD v a,ICI r STA.282+46.10 ^L' ^ SHOULDER ry sO" ___-- ASPHALT ius°. ° I�. _ o + 5/8' REB. 5/8"REB. STA.REB._/ +N Ir+N 4"X4"CMON 1 N J �o Nrl 6"X6"CMON"SRD" EXIST -�A U-OLl1Y i'°'s grlg Aiurnln'uM9B u s'' I m^ ~ N89 32 03"E @ SEE SEE o a� "BTS LB6991 sTAREB. 4/ID. BTS L3.15/ "BTS L3.11/ STA.+1T o"u r.J STA.+83.84/ + I + N ' 5040RT97/ ----__ _s�c_51,0-"y-1 1 2•CA EIvIPG1.17 Mmac_ _ I 1 o m� -aw G1 " •-�, ''" 'r�-EXIST.R/W LINE ==N89°32'03"E-=50.13'RT___-.11'ooO -- - C ___-- O R 2043 CCUA UTILITY �p Icl C UTILITY a? N oNF-,_ �^ Woo.. x" _ E V �n + + .15/ STA.+93.11/ _ '1 50.05'RT 50.01'RT N89°32'03"E 49.99'RT 368.12'(C) 20 CEC ^ T ''- err - S05°32'36"E m a - EASEMEMT o 3� EXIST.R/W LINE 66.12'(P) F 60.00'(P)_ 60.00'1P) 60.00'(P) 60.00'P �� L17 II��Ir;II ]fb 198.62'(C)2,08.78'(P) 50 EASEMENT ,+,a -60.00(P)i- II 0 I I _.,O FErvcE • 12.00' O.R. 1554 PG.969 amLDwc O.R.850 PG.230 �N m� w m7 o��w 10'PERIMETER --Fem,e, sr°Rr _, 1� I UTILITY EASEMENT' c''c' A=12°18'49'y C) O , OF m -1 O.R.2120 PG.682� mz�_ R=1195.92 "^ esosK'c m ., NON-VEHICULAR ^a m 160w (P)II ••m; PEND '2__ =Q5spucc6 + •.2: CB=N78°18(C) 3^ac2d- +m mM ACCESS,RETAINING WALL 3 o°°°sloi cE o ^� C =r srC29 ROPOSED CCUA N^ - &CCUA UTILITY EASEMENT -. ., - " oR^ aI RETENTION , �_wF- -- CH=256.53'(C)E N89o3 537"E Fa p�`�� ad^ 3 I F. o - 'I' I1 H3 II^II^I ',S 3 w =z `' Ili • �C.R6..9222.0____--_______-UTILITY EASEMENT L=257.02'(CO ro ^ Ilkjll •• w n O III III , \ �I wl'".� TRACT u aw `�10+7 +54.15 '(DI ry Z�ww 3 CNm �0 69 70 71 0 72 0 73 ,o 74 ^I E Va u' A"(P) .. mwsuw '1 \30.00'LT(C) 50.00'/ zww n ^ z 130.40'(P) g g 0 1 Y � •s%q a> u� a3 I 10+93.45 62.00'RT(C) o m 0^ a0 ^; `,' ¢' -zvi 41w ¢s 30.00'LT(C) CCUA UTILITY REFERENCES o M CURVE CL1 �_¢� n n'- • ? )/): - o,°JH roy 1 �OU� - Ow • IST.410+93.45 EASEMENT C.R.No.220 o _edPI STA. 295+46.04 0 'co ° ^V I'C28 ��y rod' za m> P.C.STA.289+52.60 a o A = 54°45'24" (LT) I >= 0 m°' 2 10'CEC UTILITY\ •V 3 N �a N.T.S. o o D = OS°00'00" z a�z +05.52/ _ S 60.00'(P) I_60.00'(P) � 60.00'(P) 3,2.00 - O.RA2082,NPGP 1071 C2 10'CEC& '7 y WU • P.ISTA.13+36.94 NO ID. o Q o z O �rw 1LB1 04RT 46.33'(� CCUA UTILITY s o CURVE SCL2A z T= 593.44' -Fri, EXIST.R/W LINE S89°32'03"W 258.33'(C) EASEMENT, \Q,,, 's,., _ wN - L = 1,095.14' , w „ ' O '✓ o I-w ro3 A=89°52'41"(C) A=89°52'41"(LT) r, NN LINE DATA / 10'UTILITY(TYP.J o o, m �� R = 1,145.92' sTA.+ossz/ N EASEMENT PER FRESCO DRIVE(P) N&D"LB3527" 10'UTILITY(TYP.) '-,. / 00' o '� R=214.00'(C) T 23°28'S5" o ry 0 PC STA 28 0 M- / Q 10'CEC& ,1 '�i Oa �� 243 48 9t52.60 o m L29 55.64'RT N&D"L63527" CCUA UTILITY 0O.R.R 2101,PG.592 (50'R/W) STA.+45.18/ EASEMENT PER ,^'� �ry rn L=335.69'(C) 89, o .: (Y) O.R.2189,PG. 1525 175.07'RT O.R.2101,PG.592` X, 2 CB=S45°19'43"E L=382.76' S o^ PT STA. 300+47.74 n 119.58'(P) STA.+26.82/ EASEMENT \ z-- r" 4. -LINE BEARING DISTANCE ^ I / 174.96'RT EXIST.R/W LINE O.R.2189,PG. 1525 a '•( CH=302.32'(C) R=244.00' ,5 N o�+ m e m0 • P.T STA.10+93.45 J" z ^LL, +82.86/ CZ' P.T.STA.14+76.21 SURVEY C.R.220 `...„.„._\_ orvm� Ll N09°22'30"W 9.41'(P) _ N&D"LB3527" CURVE DATA '"� 9/y N -^+'"V"I, 50.00'RT L2 N00°27'S7"W 16.00'(C) 200.02 RT 3/ '/ 'pp 00 IP1,__ m !✓ CCUA UTILITY o N&D U 20 I EASEMENT amary N89°32'03"E L3 N89°32'03"E 50.00'(C) CURVE T CHORD CHORD 1 ._ j 'G EASEMENT p 'CLARY ASSOC _ CF�o aryla w A RADIUS LENGTH DISTANCE BEARING wN z F 00 _ PC STA 289+52.60" O.R. 1832 PG.2065 0 L4 S00°2T57"E 16.00'(C) - ,t,m a wiO wm ,o p 0 ^o uw I CI 90°00'00"(C) 30.00'1P) 47.12'(P) 42.43'1C)42.19'(P) 544°32'03"W E. ^ 0 rn z a LS 98.70'C A m n o N89°32'03"E ( ) dq�l' j C2 72°30'27"(C)72°30'36"(PI 30.00'(P) 37.96'(Q 37.97'IP) 35.48'(P) N36°43'10"W "' 3$ ,� '^aa v itZw L6 S00°32'36"E 5.00'(C) (PJ_,„=___,_ 3 (" Q w a^ S -+ 190.85'(D) •� 50.00'(C) +07.80 O�^ C3 90°00'00"(C) 30.00'(P) 47.12'(P) 42.431P) N44°32'03"E ,Iv m�o wa /� L7 S00°32'36"E 5.01'(C) 92'79'(P) ------ ---___ gZ-44'(P)___--- _ q GLARY REF 21 N89 36 37 E ) L22�.- _ 50.00'(C)'-' :D6Rolv ? d 0.76'(C) 10.8T(D C4 08°54'33"(C) 155.00'IP) 24.10'(P) 24.08'(P) N04°55'13"W I \ N +90.14 L8 NOS°12'40"W 5.00'(C) CS O8°54'33"IC) 215.00'(P) 33.43'(P) 33.40'(P) 504°55'13"E 16.63'(P) F� Jo - - L9 NOT IN USE ry C6 90°00'00"(C) 30.00'(P) 47.12'(P) 42.43'(C) 545°27'57"E - 1� 14+76.21 18+08.57 / L10 N24°51'28"W 17.00'(C) ry v,0 C30 STA. 18+88.70 ry 13+22.97 30.00'LT(C) 30.00'LT(C) RIDEOUT HIDEAWAY C7 01°31'06"(C) 1090.92'(C) 28.91'(C) 28.91'(U N88°46'30"E 100.00'IP) r_vN a� B LOOP RD.= L]1 518°04'02"E 22.18'(C) C8 01°30'42"(C) 1095.92'(D) 28.92'(D) 28.91'(C) N88°46'42"E -r 30.00'RT(C) 332.36'(C) R/W LINE °'ems a uo STA.328+29.97 o P.B. 38, PG. 60-63 '- V N89°43'S6"E -,;L-)1C.R.No.739 ASPEN L12 532°06'20"E 18.45'(C) N C9 02°21'18"(C) 1095.92'1C) 45.05'(C) 45.04'(C) S86°50'42"W o o C31i OREST 0 0 '6 - LOOP ROAD _ L13 N28°27'59"E 46.83'(C) CIO 02°21'57"(C) 1090.92'(C) 45.05'(C) 45.04'(C) N86°49'59"E 4 o I^ ,'1' 15 (VARIABLE WIDTH R/W) ,o R/W) L14 N89°48'26"E 10.00'(C) z C11 00°51'41"(C) 1090.92'(C) 16.40'C) 16.40'(C) N85°13'10"E tO 12+98.94 C12 02°06'38"(C) 1085.92'(C) 40.00'(C) 40.00'(C) N83°44'O1"E 100.00'(P) w CCUA UTILI < k OF SURVEY N89°43'56"E STA. 18+38.70 L15 S00°11'34"E 1.97'(C) `-- z z CCUA UTILITY 4274.0 - o L16 SOO°11'34"E 26.40'(C) WETLANDS C13 07°18'48"(C) 1090.92'(C) 139.25'(C) 139.15'(C) N79°01'17"E L w EASEMENT R`3$°5g•/ U ry F-Om L17 N89°32'03"E 57.00'(C) F CONSERVATION AREA(P) C14 34°00'02"(C) 30.00'(C) 17.80'(C) 17.54'(C) 559°14'45"W ^5 3 q 12+97.30 Cc 27q 0 58"(C -_ __ S89°43'56"W v^��wmm w O.R.2428,PG. 1376 C15 09°25'18"(C) 1095.92'(C) 180.21'(C) 180.01YC) 580°57'24"W a z it /V 82.16'RT(C) ca0 2.o 0(C) ) ��c 287.72'(C) R/W LINE �'_ c0• TpuT - L18 S00°2T57"E 65.00'(C) N C16 59°13'351C) 30.00'(C) 31.01'(C) 29.65'(C) 512°3TS6"W 5 0 I m C/Y�1 72 86�) 14+76.21 17+63.92 ` o O wl^za L20 N89°32'03"E 43.83'(C) N C17 03°03'12"(C) 845.92'(C) 45.08'(C) 45.07'(U N86°04'41"E 0 w w�1 7'2 RT(C)2.83 Bg 26,(C)°w 30.00'RT(C) 30.00'RT(C) 1 ^Iz Nwn' C18 05°06'41"(C) 1095.92'(C) 97.77'(C) 97.74'(C) 567°14'11"W ()VOID A=89°52'41"IC) L21 SOO°23'23"E 16.54'(C) 100.00'(P) -- J w C19 34°00'02"(C) 30.00'(C) 17.80'(C) 17.54'1C) S86°47'33"W R=75.00'(C) z _ L22 N00°23'23"W 18.86'(C) ra„ L=117.651C) L23 546°08'19"W 26.21'(C) '" C20 05°31'52"(C) 1090.92'(C) 105.31'1C) 105.27'(C) N67°54'28"E 1 CB=N45°19.43"W C21 00°36'39"(C) 1073.92'(C) 11A5'(C) 11.45'(C) N64°50'12"E CH=105.95'(C) L24 5139°32'03"W 50.00'(C) v BEGIN PROJECT RIDEOUT HIDEAWAY z k REFERENCES C22 59°13'35"(C) 30.00'(C) 31.01'(C) 29.65'(C) N46°35'39"W >_ W CURVE DATA +25.24 L25 S00°27'57"E 50.00'(C) N C.R.No.220 C23 06°38'13"(C) 1073.92'(C) 124.40'(C) 124.33'(C) N61°12'47"E z Ii 50.00'(C) P.B. 38, PG. 60-63 10'CCUA UTILITY CHORD CHORD L26 500°27'57"E 50.00'(C) P.O.T.STA.282+00.00 C24 06°59'23"(C) 1095.92'(C) 133.70'(C) 133.61'(C) S61°11'09"W w EASEMENT CURVE RADIUS LENGTH DISTANCE BEARING w ILL, _ L28 589°32'05"W 3.93'(C) 0 N.T.S. - �' N&D C25 O1°23'09"(C) 1095.92'(C) 26.51'(C) 26.51'(C) S56°59'S2"W 3 O.R.3204 PG. 1611 C39 12°15'28"(C) 1095.92'1C) 234.46'(C) 234.01'(C) 544°5TS4"W L29 N13°O1'04"E 23.29'IC) "CLARY REF" C26 59°05'02"(C) 225.00'(C) 232.02'(C) 221.88'(C) N29°54'53"W 3 c3, C40 22°43'15"(CI 183.75'1C) 72.87'(C) 72.39'1C) S13°19'08"E 3 L49 507°19'18"E 5.00'(C) C27 95°37'13"(C) 20.00'(C) 33.38'(C) 29.64'(C) 572°44'00"W ins C41 86°42'S5"(C) 28.75'(C) 43.51'(C) 39.48'(C) 568°02'13"E m L67 N00°27'57"W 5.00'(C) o C28 07°53'47"(C) 125.00'(C) 17.23'(C) 17.21'(C) N69°01'30"W N N C46 06°44'18"(C) 1195.92'(C) 140.65'(C) 140.571C) N51°32'28"E w L68 S00°22'22"E 50.00'(C) 90° _ C29 89°35'23"(C) 15.00'(C) 23.45'(C) 21.14'(C) 544°24'19"W C47 NOT IN USE L?ry L69 S00°23'23"E 50.00'(C) 00 ow C30 90°07'19"(C) 30.00'(C) 47.19'(C) 42.47'(C) N44°40'17"E o-�,,,, C48 NOT IN USE „Iry L70 N00°27'57"W 50.00'(C) 0'- C31 79°34'36"(C) 30.00'(C) 41.67'(C) 38.40'(C) S85°55'37"W z C50 04°44'36"(C) 1207.92'1C) 100.00'(C) 99.97'(C) 586°49'42"W L71 N00°11'34"W 50.97'(C) k SURVEY C.R.220 _ < < CCUA UTILITY m o C32 46°31'42"(C) ]00.00'(C) 81.21'(C) 78.99'1C) 522°52'28"W N89°32'03"E EASEMENT C61 97°06'33"(C) 30.00'(C) 50.85'(C) 44.98'(C) N83°41'42"W •+0 L72 N89°48'26"E 40.25'1C) N&D C33 05°04'39"(C) 1195.92'1C) 105.98'(C) 105.95'(C) N86°59'44"E 0° "CLARY ASSOC C34 01°00'10"(C) 1195.92'(C) 20.93'(C) 20.93'(C) N71°38'30"E 3+60 28 1 +39.21 p0 POT STA 282+00.00" C35 06°11'04"(C) 1195.92'(C) 129.08'(C) 129.02'(C) N68°02'53"E 30.28'RT(C) 240.00'RT(C) - 00 0o C36 114°39'16"(C) 50.00'(C) 100.05'(C) 84.18'(C) 557°43'01"E 4.6.• __ 611.97'(C) R/W LINE WEST 1/4 CORNER -- -- -- -- SECTION 4,T55,R25E C37 05°18'35'1C) 845.92'(C) 78.39'(C) 78.361C) N52°36'38"E 589°43'S6"W 1/2"I.P. 1/2"I.P. C38 36°04'29"(C) 463.00'(C) 291.52'(C) 286.72'(C) 522°08'11"W "CLARY&ASSOC." "CLARY REF" SEE SHEET 2 FOR DETAIL SHEET THIS MAP IS NOT A SURVEY PARENT TRACT SEE SHEET 1 FOR LEGEND C.R. 220 FROM C.R. 209 (HENLEY ROAD) AND GENERAL NOTES TO C.R. 220B (KNIGHT BOXX ROAD) VOID 703,ADD CCUA ESMT'S RLM 04-21-22 MAPS PREPARED BY: DATA SOURCE: APPROVED BY DATE REV.PAR]01&]03,VOID I00B RLM O6-01-21 BY DATE CLARY. ASSOCIATES,INC. R FLORIDA DEPARTMENT OF TRANSPORTATION CHANGE SHEET NUMBER RLM 06-01-21 PRELIM l.SHEPARD 01-16-19 F.A.P. No. D217-167-B SECTION 71580 LE NCR OWN POINT ROAD CAKE DATABASE No.7158001 RIGHT OF WAY MAP 2/04,2019 JACKSONVILLE.FL 32257 REV.ESMT O.R.794 PG 686 1L5 01-16-20 SCALE 1"=50' SURVEYING AND MAPPING FOR DISTRICT SECRETARY FOOT 100%REVIEW BON 12/03/19 FINAL M.COLLIGAN 11-26-19 9a4-26o-2]03 REVISION BY DATE REVISION BY DATE CHECKED M.COLLIGAN 11-26-19 COUNTY ROAD NO. 220 CLAY COUNTY F.P. No. 4307192 SHEET 3 OF 12 �� TOWNSHIP 5 SOUTH, RANGE 25 EAST 32 TOWNSHIP 4 SOUTH, RANGE 25 EAST oo' �aJ 5 4 -, CALCULATED CORNER D y N34°46'39"E ,,11,, N34°46'39"E ,I, N34°46'39"E CORNER IN PLAT OF FL IL SHAMROCK LAKES" 43 Oo / - '�✓s, 0.52yC) E� 44.08'(C) 176.00'(D) 205.6T(C)200.95'(D) p.g. 19,PG.61-63 y. .o ///��127.751D) SHANNON LAKE o. / N89°22'59"E-A P.B. 19, PG. 15 �'� / 24.52'(C) 42 4 ' ii 3d0O //// qs q3l N 40 m� ,\�'2 0 EASEMENT 2C h�S 3I9/C�7 _ B .. 6 o ' C\Oi30O.R.3655.PG.498y�23IS9 C3�V O - 7.5'DRAINAGE& • •a4a/ `'s, _ '�/07 `7 UTILITY -' 0 z5 50 100 150 20'CEC UTILITY c,37tAJ'- EASEMENT(P) SA p' BLANKET CCUA UTILITY 0.E EASEMENT PG. P686 26\��"E O C' C37 r ,Q �'0A �s. / EASEMENT (NOT PLOTTABLEI` NO6 AOh`` C1s9\+t,C../ 77.00'7p)---___�,9H '6 7 1126 O.R.3641,PG. 1262 Scale: 1" = 50' /.•"'' N6p° 2FL `'X`P.,' )' oo Quo .s�`p a uwm _ _ 0 0 0 LoLoT /'0!`C'G 16 0 0 03„ *_.,1(';.,� y -6i ,,-,.0 G. , ,-'/ w ci \ ,60 o _ / O✓vl'9p.9 O.Op%C7 F 1 �.\\ \,\A \O\ Q.\` Q o., O rn v sS to m��.+ 'Ols9F'LiG✓✓ roe N0'9 69ybj 5'ctio ,- 3u, :% �\ a _ ^. SECTION 4 °;w M '9 ` SECTION 33 yp O gF2l�y, v S 11, <1S 6�. SP' �1,-' �P "A9\a� M u, 2<',✓0 `�o`,4c tm' '�.C,✓•'<S s S O 3 O•, O: Q 0 '� V - NORTHWEST 1/4 Lj- Ij e' 8yoC_,6` SOUTHWEST 1/4 8 o O0,q,• �O; .'‘4,' \ '�1 1 A '' c,'^ ., ry ry u, c>p �. 9d 9 `9°1`''S,9 /C/IN �.� \G\�\'Cy E \; Pal ✓ ,z„ / !�✓F✓08!T�`a l 'L'o5''( "�1 QG:-'j BYO ^ o m s99� \` BLANKET CCUA UTILITY �N p✓J`9�i°'s,/� d 6,Ph\,tN \S,�ry963+'/ INGRESS AND EGRESS o EASEMENT m �''� m m m F`�� /' 9°.,d 1L - / 1 0 Q9'Q..; EASEMENT O.R.3641,PG. 1282 1 a p� 20'CCUA UTILITY u ✓• `]� "s / m m EASEMENT u,a„ r <00✓✓c, / -1.3[ ;; .t O>' O.R.4054,PG.465 0 ( W a O.R.3720,PG. 1380 / � `',,4„-' 00\ '139ti09C�\ m - Ewa � �; o. ega - Q`EPO' - \G\`� - Cr) to 15'X15'CEC UTILITY "'¢m /Z /,EASEMENT , /� '-"0,�a V00�\3A ObR/W " cRunul ° 0 O.R.3655, PG.498 lO JLf� A s �`� ;gip?�` PO LWE a O 25'WATER UTILITY °'• 15'X15'CEC UTILITY EASEMENT RN, O ,p �pN '✓� Aft 03.50'LT C) 'Qe 9LT(c' O.R.3659M PG.898 ^L� O R 2163,PG.261 s s 30'DRAINAGE „"' O DITCH PER F.D.O.T. wR/W MAP F -'y_ �s ,-' +62_94 �� +07.12 ro� m-- SO �w i ` ��'� • -G41 6 •'C 57.64'LT(C) CCUA 56.00'LT(C) 50.Ooy C)/ 0 6200 LT(C G \y ', SECTION 7 58-250 a yr 7 �o _ ®i 36.13 UTILITY EASEMENT 62.00'LT(C) o m ovePn� +' " ---___55.64'LT(C) +09.93 25'WATER UTILITY +^ +w 25'CCUA UTILITY 25'CCUA UTILITY ° 50.00'C/ -5' +38.81 0 OA 7r°\' ` -- - STA.+47.67/ BUILDING 68.50'LT(C) ®•'mac " L31 (STORE) NEASEMENT EASEMENT 62.00'LT(C) 1 gY A:' �E O.R.EASEMENT 63,PG.261 62 00'LT(C) ;woad O.R.2278,PG. 1769 O.R.2172,PG. 1513 `w`000 c _ 6"X6"CMON"SRD' �c 2� x .%"C\ I ------, 50.06'LT 76.02'(C . 1;\\ I 1Fl¢1< ZSgS :7S) 1200C _____f_�L1OID. g '--ESA80/ °)� � �(C) �. 39 D) 72.96'(-,2;: 34 4639 E 9 4395'\ � T0� siil`134°4639"E +38.80. 'L ,n 50O'LT(CT�,30EXIST.R/W LINE N34 46'39"E L36 g�N )' C.R. No. 220 ,..-2- ,o:,Lj I STA 6'9990N"SRD" 2F ; �c" N u� o ® C45 omoea �a 50.00'LT(C) _ 50 EXIST.R/W LINE /® 6N' - CU -__ _____________I' - -= 0 LT _- - -- L R/ ) - -- - 50 20 LT co '}, 1 ,Iicry (VARIAB E WIDTH R/W) o '^ �� ev'n. u LT(CM 1',, ,vcq ___ _ ________ + _ _ -_�`caAEIA'L Asc" ,SIGN . __ °� ,o L -ry j�?, ev -_--___o `�` RVp ( in II I� o boo );50 roo �� I 0 Lr,Dame L �`' ___ _ .- o + 0 9�C STA.310+64.19 N53°19'S5"W •� 1 y y Cy ® 67.75 <a; C46 50.00'RT C : o <" N PTg53911E ____-_______nsPHn:,PAVEMENT- __ Vz" I �z N, I 4639 EI J I I IzN I 39 I . \ w 03'RT C -� O-_ e„ �� eP N34 SURV N34 46 E '.�,, +99.72 u,^ +81.85''` TA. 300+47 u�y--- �T° d x. 555 13 z1'E N� _ 300_--__----_--N&D"GLARY ASSOC 7_______ _____ -x\ J i ,• ., L a>,„';_zE _ 6.j.q, i�Grps✓ 50.00'(C) E _ 4 �� EY � C47TTao. -_- __ o _"' E�/ 9°� N34°46'39"E •, " ,,SIGN- o"u STA 300+47.74" L g i I ';I p`:S• �. 0 :F,P o C48 P -50.00'C) _ surd;`, o �o I s°r�n�, ___oFu _WOOD �,,,, omve i sic"- C4= RI" -_____ L44__--s ---_w-___ 50 0 WOOD‘_„.:_ _ ° orvu oHu woo___-___-_____-__ __ _ ____ 6 00 4 LINE (,\ ®hA P\C\ - --```-` / -- orvu EXI IN -- - -- N34 46 39 E 978.3 -- -- -- EXIST.R/W LINE-- - , �___ --t-- ___-!- /__ i¢I O �,laol � o "�9'Fwao�S �sn 630.54'(C) �m�o`_ - orv� wv ISTA.+42.31/ woo .,on -Cam:,,t P S9C4 649.75 ) Y�m ,n��PP STAG+46MON SRD" \'o" f1+47.74i i�-_ O'RT(C)\ x O 1 ti 0 O 46'42" .�� 49.80'RT ST R/W L oE', I� 1T9A I.P. 31 IDS ° f1 v,,a`a n F A rP"� VOID O \ --- ( ) SRD Ao ti°.\� ya \ -- A• AymiOA�'YV �o o\�6i R_OS' (C ) +8557 1 49.85'RT SECTION 4 q 1/2�I�P.NL 11 IL46 T C , 6 X6" A9+ 9.77 0 f" 0 O' S40° 15'OCECTUTILITY : L=68.76'(C) NORTHWEST 1/4 9STA+25.94/ 1 9 ® mu •,� ��tiOv 0 Ah J hhoo CB_ (C)) --- ______-__ R-p1° 381" II \\`:rv,�\., 00\e\� p. F o , O r y'Lyb'Lti Jp��QO 10 CH 121.1 4'6 31 W 959 '(C)) 50 03 RT 63/8" A 60. 0 F �� +a 9RT G G Q 1200.92' REB. "MATHEW GRIFFIS" \ �` F m P p , .y C,0 121.0T(C) EASEMENT CH=68.72(C) STA.+99.58/ ,,a .. 9FA VOID � \r`p�q LPh01 (UNRECORDED �, \ ,CH-66.75(C) L. G h 0e 11-11-1964) CURVE CLl 49.93'RT iL'Y? v✓ SECTION 33 L. = e PI STA. 295+46.04 9F.c` ! SOUTHWEST 1/4 0 O A = 54°45'24" (LT) �-VI, .,�"s,, w SEE KEY SHEET 2 FOR CCUA UTILITY \ REFERENCES DETAIL"A" F, -'6.89 I^ PARENT TRACT T = 593.44' NOT TO SCALE oa G s, EASEMENT AGREEMENT C.R. No.220 w \ i C'� ✓o O.R.3981,PG. 1602 ��' �\ L = 1,095.14' P.O.T.STA.310+00.00 N N� C.R. No. 220 \ �oyT ��5 w o,1�\ , A R = 1,145.92' N.T.S. LINE DATA LINE DATA n_ (VARIABLE WIDTH R/W) ,A '�9" I Op N'00Q\ F9fG2q✓ s�yo�', " PC STA. 289t52.60 rn o N34°46'39"E F✓�Ff✓S 'P�91 ��'9� w P 90'p'j\ F 4 s s \O PT STA. 300+47.74 +1'Cl2LA" "LP. LINE BEARING DISTANCE LINE BEARING DISTANCE +mo 630.54'(C) 20 > ! iA Oi w g0 9s �F29) S8✓ S ✓A''o- ARY REF" m"' 60.00'RT(C) 649.75'ID) 'lit,-2.- /,p/ i v1 9 �' 'P Fes;, FCj, q0q L14 N89°48'26"E 10.00'IC) L40 S55°12'15"E 18.50'(C) EXIST. R/W LINE 2>91L "i ♦ ;0�, ✓O F,p`9✓,'_, o L15 SOO°11'34"E 1.97'(C) L41 N34°46'39"E 32.00'(C) N34°46'39"E L48 � s9�!✓2 F 2 2 O 20.00'(C) , :®,. F f O L27 540°O1'13"E 24.60'(C)24.36'(D) L42 555°13'21"E 12.001C) v F SJ, 4 ✓5' Cs L30 S53°19'55"E 3.25'(C) L43 534°46'39"W 32.00'(C) 'S• 2 ® `�� O"\Ep REFERENCES ' TC.R.220 L31 N53°19'S5"W 6.00'(C) L44 589°53'55"E 6.33'(C) �9 F-ts...9 00 F• 4,47 L46 \ %��8, C.R.No.220 I / 2N& N34°46'39"E L32 S55°13'21"E 6.00'(C) L45 S55°13'21"E 5.00'(C) I'P o-i 0'° G\ -7a y S9� tiv\ 55.00'RT(C)OP.T.STA.300+47.74 "CL ° L33 N34°46'39"E 11.a4'(C) 11.50'(D) L46 534°46'39"W 70.00'(C) 6'�9 ?y ° A' N.T.S. POTo FG Q\A\ '�oF 0' L34 N34°46'39"E 32.00'(C) L47 N27°55'11"W 5.63'(C) 0 G R/W LINEp\00•' L35 555°13'21"E 12.00'(C) L48 N34°46'39"E 67.42'(C) Wyly, ZF +11.30 00\\9 ,�/?ss, 1/2"LP. \ �Ay.AA 66.30'RT(C) 6 ."GLARY REF" L36 534°46'39"W 32.00'(C) L71 NOO°11'34"W 50.97'(C)Q' "1 P L37 N34°46'39"E 11.73'(C) L72 N89°48'26"E 40.25'(C) 99! SECTION 335 io o GLARY REF" L38 N55°12'15"W 25.00'(C) L73 N50°34'48"E 29.58'(C) ��A/ SOUTHWEST 1/4 \ Lri Oo'O \ L39 S55°13'21"E 6.50'(C) L76 546°20'08"E 5.00'(C) L \ `rps �o L77 N65°23'52"W 5.00'(C) \ Q\ oo SURVEY C.R.220 \ '5 ry09\ `' GLARY ASSOC so.N34°46'39"E �oF2 PT STA 300+47.74" 0 \ '\ CURVE DATA CURVE DATA 60•p✓LF'rp �` 6 -', 0 00" CHORD CHORD CHORD CHORD . �P.5 9 o \\ \ CURVE A RADIUS LENGTH DISTANCE BEARING CURVE A RADIUS LENGTH DISTANCE BEARING SA \ �'q�6` ''00 �y0 w 1/2"LP. C37 05°18'35"(C) 845.92'(C) 78.39'(C) 78.36'(C) N52°36'38"E C47 12°03'52"(C) 458.00'(C) 96.44'(C) 96.26'(C) 530°38'04"W CC' 90 1Ap\�\ "GLARY REF" \ C38 36°04'29"(C) 463.00'(C) 291.52'(C) 286.F2'(C) 522°08'11"W C48 15°34'18"(C) 463.00'(C) 125.83'(C) 125.45'(C) N32°23'17"E �6` "` g090� `,\ C39 12°15'28"(q 1095.92'(C) 234.46'(C) 234.01'(C) 544°57'S4"W C49 10°06'00"(C) 1195.92'(C) 210.82'(C) 210.54'(C) N43°07'19"E 7.5'DRAINAGE >2,' &UTILITY //I 6`<, \ C40 22°43'15"(C) 183.751C) 72.87'(Q 72.39'(C) 513°19'08"E C61 97°06'33"(C) 30.00'(C) 50.85'(C) 44.98'(C) 583°41'42"E EASEMENT(P) y'`., C41 86°42'S5"(C) 28.75'(C) 43.51'(C) 39.48'(C) 568°02'13"E C62 06°46'25"IC) 1089.92'(C) 128.85'(C) 128.78'(C) N44°21'49"E C42 23°04'S0"(C) 123.75'(C) 49.85'(C) 49.51'(C) N57°03'S4"E C63 00'34'13"(C) 1183.75'(C) 11.78'(C) 11.78'IC) N42°26'29"E '5$. 2 C43 02°47'S5"(C) 1183.75'(C) 57.82'(C) 57.81'(C) N44°07'32"E C64 02'10'05"(C) 1095.92'(C) 41.47'(C) 41.47'(C) 537°45'07"W \,1;�' 89 F \ ` C44 01°5325"(C) 1089.92(C) 35.96(C) 35.96(C) N35°4322"E C65 03'24'15"(C) 1183.75(C) 70.33'(C) 70.32(C) N40'27'15"E d6.°s' C45 01°5325"(C) 1095.92(C) 36.16(C) 36.16(C) N35°4322"E � ;'' 1 ''�( ' ,9oi A\31O 03 \\ C46 06°44'18"(C) 1195.92(C) 140.65(C) 140.57(C) N51°32'28"E �\0\�;- aRIDAUGHT LANDING DING PB. 16 PGS. 61-62 / \ 1g, 6G:1� mO O O\ \ P �o�� DETAIL SHEET \ THIS MAP IS NOT A SURVEY SEE SHEET 1 FOR LEGEND C.R. 220 FROM C.R. 209 (HENLEY ROAD) AND GENERAL NOTES TO C.R. 220B (KNIGHT BOXX ROAD) APPROVED BY DATE VOID 703,704,ADD 803,804 RLM 04-21-22 BY DATE MAPS PREPARED BY: DATA SOURCE: REV.PAR 701&]03 RLM 06-01-21 CLAM'1 ASSOCIATES,INC. FLORIDA DEPARTMENT OF TRANSPORTATION F.A.P. No. D217-167-B SECTION 71580 L.B.No.3731 CAKE DATABASE No.7158001 RIGHT O F WAY MAP CHANGE SHEET NUMBER RLM 06-01-21 PRELIM 1.5HEPARD 01-16-19 3830 CROWN POINT ROAD 12/04/2019 JACKSONVILLE.FL 32257 REV.ESMT O.R.794 PG 686 1L5 01-16-20 SCALE 1"=50' SURVEYING AND MAPPING FOR DISTRICT SECRETARY FOOT 100%REVIEW BON 12/03/19 ADD CCUA ESMT'S RLM 04-21-22 FINAL M.COLLIGAN 11-26-19 9a4-26o-2703 REVISION BY DATE REVISION BY DATE CHECKED M.COLLIGAN 11-26-19 COUNTY ROAD NO. 220 CLAY COUNTY F.P. No. 4307192 SHEET 4 OF 12 A✓m \ TOWNSHIP 4 SOUTH, RANGE 25 EAST 0 2550 100 noc? ` Scale: 0' ` ��h a rr 2 us\- \ NOTE:800 PARCEL ONLY p ��2o C 1O n� SAFE UPLAND LINE �,y ��F�N F a t N°° SEE KEY SHEET 2 b' 17Je� APPROXIMATE TOP OF 1 o ELEVATION OF+0.95 FT. FOR PARENT TRACT BANK SCALED FROM 2014 \ n`' (NAVD 88),AS DETERMINED +09.94 25'CCUA UTILITY o'� C ¢z"' AERIAL PHOTOGRAPHY 120' DRAINAGE EASEMENT 94- BY F.D.E.P. LETTER DATED 77.40'LT(C) EASEMENT ' 41044,i2� "7. �61a SOURCE: LABINS PER F.D.O.T.R/W MAP '•°- 05/31/2017.SAFE UPLAND SECTION 33 O.R.2225 PG.822 p Ci =22C='n Vw`� SECTION 33 FLIGHT DATE: 12-16-2013 SECTION 7158-250 mN o z SAFE UPLAND LINE AT OR ABOVEZ ! MEAN HIGH WATER LINE. SOUTHEAST 1/4 -04°18'25"lG) �0°2p•I 2,� ,oaf 7 rvw(J o ♦ 25 EASEMENT TYT __- +ll 52' '- N 97794'ICI„E ,'1d open 9J2�6(C R=13330')CD) o� O�.SOUTHEAST 1/4 THE MEAN HIGH WATER LINE n� \ 25'CCUA UTILITY R=1303.23'lG)-- q.S •(C"" 4=OS°46'10"(C) °' _ ) o - aeM,w`s -- �,'" R'73°30.44,� a� L=97.96'( C / SEE KEY SHEET 2 I+ CB' R=1323,73• (CI FOR PARENT TRACT ?n r• \ y _ O.R.2225 PG.822 _ 39 ``TIC) GR q>,I J CB=N68°3328"E -R_1323,24�D)_- i Ave 1T9s R-1859.95'(C) S 0°07(6.1 • INFr_ s-" ..---:EmaiNs •'w000i CB_N'g1 j�5 o A_09°16'42"(C) _ l3�4 0 0,1C)E _� �C66 8'F __CH-133.24',(D), _ 312. 6" LINE DATA m L=301.19'(C) i 31. Z A,Ns w CH-3 1 6' W Lipp m� 2 iC CB-N50°50'30"E 430 , oo \ 3,9 �� \ , CH=300.86'(C)�,� J .,,,o tGNN po ieNa- _ Ci_o nuua'•.oyo LINE BEARING DISTANCE .a79 o o = _ R n _ CURVE DATA 2✓p m° = A,.(ci - Ar �_ EP 2 ------------ -__---- L51 N34°46'39"E 32.97'(C)32.98'(D) _-)1,,,'?.„ 7,-) "t� 1,1NE _j6°q33 (C1=-" --------. PnvEMe. -__---- _ ---- --- 0 RADIUS LENGTH CHORD CHORD L52 589°47'5 1"W 1220'(C) ✓v? 3n4,'. � d�1323j3C1 __ CURVE CL2 _--_- -cc -__� DISTANCE BEARING L53 N89°47'5 1"E 1220'(C) \x mn G\ SEE,-'1= Fl%3g643' 146°E �_ - 4=51°141;602' (C)===--____ EP_____ v C51 04°23'39"(C) 1323.73'(C) 101.52'(C) 101.50'(C) N36°58'29"E L54 N89°47'5 1"E 24.41'(C) as. �y p9,2;11, DERAIL, ` 62A'.E 9"�"'Cg,NS�p6,SC� VEY__,..---- CURVE w+------3406 R=1223.73'(Q 23.24' �. o -- 052 _� oA° 9y - °'' Cl - 3S5"' OFSUR- -.or w .7L=1094.28'(C) 99.48'(D) �o 03'45'11"(C) 1223.73'(C) 80.16'(C) 80.15'(C) N36'39'15"E L55 S89°4TS1"W 24.41'(C D� P,098,q_6: - 529,2p5( CN/ „--- a o4 o CB=N84°16'33"Eii, ___` "'� -_ a C53 05°19'40"(C) 1323.73'(C) 123.09'(C) 123.04'(C) N41'50'09"E L56 N44°36'18"W 6.30'(C) �."1''A1,12° '1- All , iO CH=1056.19'(C) x RPLNG 4°4 "W 25.00' 37.70'±IC) 'y,,, V N', °2lGl4° 43„Q-E/ Tit m _ -a -a- x -- -- \\te ; to CC55 54 OS°26'S6"(C) 1223.73'(C) 117.09'(C) 117.04'IC) N41°16'19"E L58 53 ° 639 23.09'(C) ,( \ I� -�'�j2261 lCl F• % x x % 516°56'33E NX L57 N06°52'12"E 34.21' (C) N52°5848 W G C66 04°26'50"(C) 1323J3'(C) 102a5((C)) 102o72((C)) 563°26'58"W °Cl '" •A�1\G\- \ G,�'. 1'1/1 1AA M�s `!, RCg131,g1C1 `� 51.30'(C)=��=17°34'3 R/W LINE 65+•F7 L59 N27 4301 W ( ) 00' E N00°20'16"W 15.00'(C) L60 N89°4T 18"E 25.00'(C) o\ x \, If x ::1,‘2,..1./,S,-,-'7-13,,,,-:;:,.11.1,21,-N0-1.3,":), I 9 0 60,\Gl' CH, °'o R=1136.23'(C) +98.08 00'RT(C) o616g'35* 9°0y$A8t\ 1 E roo L=348.56'(C) 79.99'RT(C) p'�18d3 p3 / 1° p5 o +24.49 CB=564°16'09"W4=35°06'02"(C) Q!.• .yo33g 33 G\/ Nyti6 ,- x�1?�\C� ' 1 / y CSS,93.12'RT(C) CH=347.20'lG) _ G�.' P9 gb G� ! 1A8A'' / S `E , 936TRT(C) =9 G S y 9\ 3 ,�.. :11 ,p2" 43) �iCH=728.971C)"W \k�k ,/k�9V��J%� c.000�\ -.� ,;'"Ny 3y��sl. ,.. p5�1\ SA3°ol,\cl / +•2.42 CURVE CL2 •1 \/ 6 \ d \ 33 k 3 0 3, E 119.33'RT(C) PI.39 $1. P 6�P':' 5 .72 NA5A90 a N xO'''; yA S.U.E.L\�� k1A�'C Cl W C1�i IGl ST 5 213279'1 RT Raw 65 25'CCUA UTILITY S�,`b e�"P� O' \ p• t\ p'l14 G\ 'C' i El EV \ 909 4"E PI 42'1T,C1 ( ) SEE KEY SHEET 2 F- (INF 9,06, EASEMENT ' AeE". 08�qG pz�cE d5 3y\� 16i / +0.95' 1 y1C.\ 6�o8°67g5'l D = 04°29'54" w '\9 IC AP O.R.2225 PG.822 - x N 6 ' 0.1. l 16 Gl FOR PARENT TRACT S J P o 0 S 18 1\ E 3>> g°q>,>lo.gg, OR.zRFNl i s' yoo ` y6ti\G\ .,S.U.E.L. cI A0. i- ��y53 o°p52cl L = 1675 25' In NBg; 38Yc, 78`•w /OJ 073 R/W 25'CCUA UTILITY ` o N30y9p \,i1„\ GgoN 6'\ w 4 J PG 4 0 3 g7: Cl ..)53.1. R = 1,273.73' w >7g R asap 4,-„F , it EASEMENT i •\C)A, o,„' Gy y/ +0.95'op°61 9y�G .•E +12.43 CND PC STA. 334+08.03 Ln + e,,.. 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CAICE DATABASE NO.7158001 RIGHT O F WAY MAP ADD PAR 705,VOID 105A b 808 RLM 07/20/21 PRELIM 1.5HEPARD 01-16-19 3830 CROWN POINT ROAD 12/04/2019 JACKSONVILLE.FL 32257 SCALE: 1"=50' CHANGE SHEET NUMBER RLM 06/O1/21 904-260-2703 SURVEYING AND MAPPING FOR DISTRICT SECRETARY FDOT 100%REVIEW BQN 2/03/19 FINAL M.COLLIGAN 11-26-19 REVISION BY DATE REVISION 00 DATE CHECKED M.COLLIGAN 11-26-19 COUNTY ROAD NO. 220 CLAY COUNTY F.P. No. 4307192 SHEET 6 OF 12 M�' M M� .• • M ti N FDOT Parcel No. 101 (subordination & Partical w, r • Assignment of Easement CCUA to FDOT) '�o '' FDOT Parcel No. 112 and 113 � _ - sT (subordination & Partical Assignment A , ` , M M M M it Pit of Easement CCUA to FDOT) M 110 ►+� a Illliv ... .., ^ ( 1 ' 4 �r M A ••' / .� 4 L°, , _ �. . 7. C L I� 1 liilmr i•ce+`'_- � -- -- _ �i :� • : A, l - - - 1\11. 1110. 1 1111 , .. ._„ A�,r 1p:,., le,, �I • ..,'.0.•-,•,- --... ;,,jI rr. .*11P- il .: } i :'-,' ,, . tam,I. ' ',�,�. „,' . . � �� t' , Pi KS) "NO • • I Mf MI `. a` •. v �� y -s. L 4 e el r , 1.''''''' vs FDOT Parcel No. 100 and 100A 16 ,� • :• . ,� �i (subordination & Partical Assignment . 1;.w - 4. M Q 1 • of Easement CCUA to FDOT) 'ir 1 in . 40 + iii to ." - . • id l j _ _ as Disclaimer:The information displayed on this drawing or sheet is fora general visual representation purposes only.The drawing is based upon numerous sources of public information which include but are not limited to Clay County Property Appraisers,FDOT,SJRWMD,and the Clay County Utility Authority's(CCUA)own records.All information included in the drawing is general in nature and not site specific.Any dimensions or other information is approximate and needs to be field verified.CCUA does not offer any guarantees,certifications,or warranties,either expressed or implied,in regards to the accuracy of the information represented on these drawings.The drawing is not a survey and should not be construed in any manner as such.By receiving this drawing,the recipient is agreeing to hold CCUA harmless for any errors or omissions which may '• be present in this drawing.All interested parties are strongly encouraged to engage a Professional Surveyor and Mapper licensed in the State of Florida to field verify all site, property, infrastructure,and utility it 1 information prior to any decisions oractions. 5111 AllWw .— — iliii. WWI giant 1 aLMM:EA kApatr,C2 AbrCEO.ormGu ot^-nofiny Mg LW-Comrli COU, Title: '(1,:si r1 Clay County Utility Authority m Water Features CCUAWeb Map Gravity Sewer Features 3176 Old Jennings Road Info: n Forced Sewer Features �� Middleburg, Florida 32068-3907 Prepared by CCUA GIS Portal Reclaimed Features Gj .� Phone (904)272-5999 8/stzoz3,10:33:03 AM �l�11/A UTN�� conservation.Commitment.Community 1 inch = 200 feet r 1114111" el M M ; 0111: • ...41p �INp\ w tt'V� el - IP , \" • & " - p .- ..ww M• . t .. M 1 ' r FDOT Parcel No. 102A and 102B - ' r- -Mk _ . .': • Mdit (subordination & Partical Assignment r- t f E �� ea • •. of Wasement CCUA to FDOT) /11 O.`—r wog. IP PS#71 :- . ..24 • . • ' �t. ,� �1 • :�© 0 114111"' l‘r ::.:o e " �� ie. r • _ r • rNil° li . % 111 1. e itil \\ 4 , o . �.' `fII • 4 0 L '.r + • to ! .. ' Aiiarr'� I '" ad Disclaimer:The information displayed on this drawing or sheet is fora general visual representation purposes only.The drawing is based upon numerous sources of public information which include but are not limited to Clay County Property Appraisers,FDOT,SJRWMD,and the Clay County Utility Authority's(CCUA)own records.All information included in the drawing is general in nature and not site specific.Any dimensions or : other information is approximate and needs to be field verified.CCUA does not offer any guarantees,certifications,or warranties,either expressed or implied,in regards to the accuracy of the information represented on these drawings.The drawing is not a survey and should not be construed in any manner as such.By receiving this drawing,the recipient is agreeing to hold CC UA harmless for any errors or omissions which may be present in this drawing.All interested parties are strongly encouraged to engage a Professional Surveyor and Mapper licensed in the State of Florida to field verify all site, property, infrastructure, and utility information prior to any decisions or actions. l'ITS C..t...) Clay County Utility Authority Title: . Water Features CCUA Web Map Gravity Sewer Features APO 3176 Old Jennings Road Middleburg, Florida 32068-3907 Info: p Forced Sewer Features P` Phone(904)272-5999 8/9/2023,10ared Y8:49 AM CCUA S Portal Reclaimed Features ,/IV AU7HO Conservation.Commitment.Communes 1 inch = 200 feet * N 0 w, r Iriwi FDOT Parcel No. 108A and 108B y — - • (subordination & Partical Assignment of CYt/ - ;4' , Wasement CCUA to FDOT) i. n. • ' M l ,P- i • 1,_ . o f �'Ie %� � �- M ,,,„„„44,04. 0441/4:' 2411/11Z. ' e P • . all' '+-4'1 • R t - �j / •,� • ' ick w.' ' Illik• 4 40,,.. 9y ,- ' yYv'1 4Cte IV ? fit . • _ . 11 . A-� 6 y ♦ ' %. t k r d tO • . /4, A. .r. i ' Disclaimer:The information displayed on this drawing or sheet is fora general visual representation purposes only.The drawing is based upon numerous sources of public information which include but are not limited to Clay County Property Appraisers,FDOT,SJRWMD,and the Clay County Utility Authority's(CCUA)own records.All information included in the drawing is general in nature and not site specific.Any dimensions or other information is approximate and needs to be field verified.CCUA does not offer any guarantees,certifications,or warranties,either expressed or implied,in regards to the accuracy of the information represented on these drawings.The drawing is not a survey and should not be construed in any manner as such.By receiving this drawing,the recipient is agreeing to hold CC UA harmless for any errors or omissions which may be present in this drawing.All interested parties are strongly encouraged to engage a Professional Surveyor and Mapper licensed in the State of Florida to field verify all site, property, infrastructure, and utility information prior to any decisions or actions. - /if PI otr 2 Cly1,l-O7sr,laiih§it=ff ti hl ,tirnI lho a1+1 woe Coirmm►utif y C..t...) Clay County Utility Authority Title: . Water Features CCUA Web Map Gravity Sewer Features APO 3176 Old Jennings Road Middleburg, Florida 32068-3907 Info: p Forced Sewer Features Prepared Phone(904)272-5999 8/9/2023,110135 AMy CCUA S Portal Reclaimed Features ,/IV AU7HO Conservation.Commitment.Communes 1 inch = 200 feet