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HomeMy WebLinkAbout07.d EDB Utility Crossing and Encroachment Agreement. JEA EXECUTIVE SUMMARY AGENDA ITEM: Request for approval of the Utility Crossing and Encroachment Agreement Between JEA and CCUA associated with the Peters Creek Pipelines Project. CCUA Project No.: 2211-0042 CCUA Financial Job No.: 22003SP Date: January 30, 2024 BACKGROUND: CCUA staff request approval of the Utility Crossing and Encroachment Agreement with JEA for the Peters Creek Pipelines Project from Governor's Park to County Road 315. CCUA's contractor will install a 16" reclaimed water main and a 16" force main to support the development in the area. These pipelines will cross a JEA gas line, and CCUA has requested JEA's consent for a proposed crossing of their existing 16"natural gas pipeline and ancillary facilities for their Natural Gas Pipeline Easement(Easement)along the Peters Creek Pipelines Project route. The attached agreement will provide CCUA with the approval to install and maintain the proposed infrastructure within the easement property. The pipeline installation will occur within a 50-ft wide corridor identified by both CCUA and its engineer of record (Adurra), which is identified as a "50' JEA Gas Pipeline Easement (Tract 23.000) O.R. 3486 Pg. 1349 easement in the design drawings attached to the subject agreement as Exhibit"B". The rights of use for the easement area are for the construction, installation, inspection, maintenance, and repair of the water and wastewater transmission pipelines. JEA will continue to retain the rights to the permanent Easement area. RECOMMENDATION: Staff respectfully request that the Board of Supervisors approve the attached Utility Crossing and Encroachment Agreement between JEA and CCUA. ATTACHMENTS: 1. JEA/CCUA Utility Crossing and Encroachment Agreement 2. Easement Area Map //MB (Author) //AA(Review) //PS (Final) Prepared by and return to: Brian Dawes Edwards Cohen 200 W.Forsyth St.,Suite 1300 Jacksonville,FL 32202 UTILITY CROSSING AND ENCROACHMENT AGREEMENT This Utility Crossing and Encroachment Agreement(the"Agreement"), is made and entered into as of the day of ,2024,by and between JEA, a body politic and corporate whose address is 225 North Pearl Street, Jacksonville, FL 32202 ("JEA"), and CLAY COUNTY UTILITY AUTHORITY,an independent special district of the State of Florida,whose address is 3176 Old Jennings Road, Middleburg, FL 32068 ("CCUA"). RECITALS: A. JEA is the current owner and holder of that certain Natural Gas Pipeline Easement dated March 18, 2010, executed by Gustafson's Cattle, Inc., as Grantor, in favor of Peoples Gas System, a division of Tampa Electric Company("TECO"), as Grantee,recorded in Official Records Book 3192,Page 62,and as assigned to JEA by instruments recorded in Official Records Book 3267, Page 1907, Official Records Book 3322, Page 2178, and Official Records Book 3486, Page 1349, all of the public records of Clay County, Florida(collectively and as assigned and/or modified as of the date hereof, the "JEA Easement"). B. The JEA Easement encumbers those certain lands located in Clay County, Florida more particularly described therein and in Exhibit A attached hereto and incorporated herein (the "Easement Area"). C. JEA owns and operates a sixteen inch (16") natural gas pipeline and ancillary facilities associated therewith pursuant to the Easement and within the Easement Area (collectively, the "Gas Pipeline"). D. TECO manages the Gas Pipeline for JEA pursuant to their separate agreement. E. CCUA has requested JEA's consent to CCUA's proposed crossing of the Gas Pipeline with a sixteen inch (16") water main and a sixteen inch 16" force main to support development in the area(collectively, the "Permitted Encroachments"). F. The purpose of this Agreement is to set forth the terms and conditions for JEA's consent to the Permitted Encroachments. NOW, THEREFORE, for and in consideration of ten dollars and other good and valuable consideration,the receipt and sufficiency of which is hereby acknowledged,the parties hereby agree as follows: 1. The foregoing recitals are true and correct and incorporated herein by this reference. 2. Subject to all terms and conditions of this Agreement, JEA hereby consents to CCUA's construction and installation of the Permitted Encroachments. The Permitted Encroachments shall at all times be installed, operated, maintained, and/or repaired in accordance with the plans approved by JEA referenced in Exhibit B attached hereto and incorporated herein(the "Plans"). The Plans shall not be revised without JEA's written consent. 3. CCUA's construction and installation of the Permitted Encroachments shall not restrict, impair, or inhibit JEA's access to the Gas Pipeline and any ancillary facilities of JEA within the Easement Area, or otherwise interfere with JEA's use of the Gas Pipeline or facilities associated therewith. 4. CCUA agrees that any future modifications, including but not limited to additions, expansions, replacement, and/or reconstruction of the Permitted Encroachments shall not be done without JEA's written consent. JEA reserves the right to deny any modification to this Agreement if the proposed additions, expansions, modifications, replacements and/or reconstruction of the Permitted Encroachments would interfere with JEA's ability to properly operate, maintain, and/or repair the Gas Pipeline. 5. CCUA shall comply with Florida's "One Call" notice procedure in order to locate the Gas Pipeline and any other buried facilities not less than 48 hours prior to commencing construction on the Permitted Encroachments or when conducting any other digging , construction, or other activity near the Gas Pipeline. 6. The Permitted Encroachments shall be installed so as to maintain not less than a one foot(1') separation from the Gas Pipeline at all times. 7. CCUA agrees that a representative of TECO must be present on site during all construction activities near the Gas Pipeline. JEA hereby designates the below individual as JEA and TECO's authorized representative for purposes of this Agreement and the coordination and supervision of the work to be performed by CCUA. CCUA shall coordinate all activities with TECO regarding the Permitted Encroachments. JEA may designate a different representative with written notice to CCUA pursuant to Section 14 below. Rory Lacey Corporate Engineering- TECO Peoples Gas Phone: 813-275-3734 Email: rflacey@tecoenergy.com Address: 8416 Palm River Road, Tampa, FL 33619 8. Subject to the statutory limitations of liability of CCUA for tort claims under Florida Statute s. 768.28, as amended, and expressly excluding any indemnification of JEA by CCUA for JEA's negligence as prohibited by Florida Statute s. 768.28(19), as amended, CCUA hereby agrees to indemnify,defend, and hold JEA harmless from and against any and all damages,claims, actions, costs, losses and expenses incurred in connection with the injury or death of any person, or damage to the property of any person arising out of or in connection with the Permitted Encroachments and/or the use by CCUA or its agents, contractors, servants or employees of the Easement Area, the Permitted Encroachments, or the rights granted by this Agreement, except for claims, actions, costs, losses and expenses arising from the negligence or willful act or omission of JEA or its agents, contractors, servants or employees. CCUA shall be solely responsible for and hereby releases JEA from all loss or damage to the Permitted Encroachments resulting from JEA's reasonable and proper use and activities in accordance with the terms of the Easement, including but not limited to the maintenance, repair, replacement, operation, or removal of the Gas Pipeline. 9. CCUA shall secure, maintain and comply with all required licenses, permits and certificates relating to, or otherwise necessary or appropriate for, the construction, installation, repair,replacement and maintenance of the Permitted Encroachments. CCUA shall comply with any and all applicable federal, state and local laws, rules, regulations, statutes, codes, orders and ordinances. 10. Notwithstanding anything contained herein to the contrary, JEA's consent to the Permitted Encroachments is expressly limited to the extent of its rights as an easement holder.CCUA expressly acknowledges and agrees that JEA does not warrant title to the Easement Area and that any rights or consent granted to CCUA herein are subject to the rights of the underlying fee simple owner(s)of said lands and/or any interests previously granted to others on said lands.Further,CCUA agrees that prior to the exercise of any rights hereunder granted, CCUA shall obtain written consent from all applicable owners or third parties as necessary for the Permitted Encroachments. CCUA hereby agrees to indemnify, defend, and hold JEA harmless from all costs, claims, expenses, and liability that may arise due to CCUA's failure to secure the consents required by this paragraph. 11. JEA and CCUA agree that this Agreement shall be recorded in the public records of Clay County, Florida; provided however, that this Agreement shall only apply to JEA's easement estate in the Easement Area. 12. The consent granted by this Agreement shall not constitute or be construed as a subordination, merger, assignment, conveyance or relinquishment of any of the right, title and interest of JEA under the provisions of the Easement. The consent granted by this instrument shall not be construed as a grant of any kind of property right in or to the Easement. 13. In the event CCUA is in default of any provision hereof,JEA may give written notice of such default to CCUA(a"Default Notice"). CCUA shall cure such default within thirty(30)days after the date of such Default Notice. In the event CCUA fails to cure the default within thirty (30) days, JEA, in its sole discretion, shall have the right to require CCUA to modify or remove all or a portion of its facilities constructed or installed at CCUA's sole expense. 14. Unless otherwise specified in the Agreement, any notice, request , instruction, or other document to be given pursuant to this Agreement by either party to the other shall be in writing (a) delivered personally and acknowledged, (b) by commercial courier, or (c) by certified mail, postage prepaid, return receipt requested, as follows: If to JEA: JEA 225 North Pearl Street Jacksonville, FL 33202 Attention: Director, Real Estate Services If to CCUA: Clay County Utility Authority 3176 Old Jennings Road Middleburg, Florida 32068 Attention: Executive Director, Jeremy D. Johnston, PE MBA Either party may change its address to which notice shall be directed by any form of written notice to the other party as specified above. Such change shall become effective ten (10) business days after receipt of such notice. 15. In the event either party to this Agreement brings any legal action to enforce the provisions hereof, the prevailing party in any such action shall be entitled to recover from the non- prevailing party all attorneys' fees and other fees and costs incurred by such prevailing party in connection with any such action. 16. JEA and CCUA mutually waive trial by jury in any action or proceeding commenced to enforce the terms of this Agreement. 17. This Agreement contains the entire Agreement between the parties hereto and no statement or representation of the respective parties hereto, their agents or employees, made outside this Agreement, and not contained herein, shall form any part hereof or be binding upon the other party hereto. This Agreement shall not be changed or modified except by written instrument signed by the parties hereto. 18. Should any of the provisions of this Agreement require interpretation, the party or parties interpreting or construing the same shall not apply a presumption that the terms herein shall be more strictly construed against on party by reason of the rule of construction that a document is to be construed more strictly against the party who itself or through its agents prepared the same, it being agreed that the agents of all parties participated in the preparation hereof 19. The waiver by one party of the performance of any covenant or condition herein shall not invalidate this Agreement, nor shall it be considered to be a waiver by such party of any other covenant or condition herein. The waiver by either or both parties of the time for performing any act shall not constitute a waiver at the time for performing any other act or any identical act required to be performed at a later time. No waiver hereunder shall be effective unless it is in writing. 20. This Agreement may be executed in multiple counterparts, each of which shall be deemed to be an original, but all of which, together, shall constitute one and the same instrument even though both parties may not have executed the same counterpart. Facsimile or PDF copies of this Agreement executed by a party shall operate as and may be relied upon as an original signature. This Agreement may be executed by one or more parties using an electronic signature, which the parties agree shall constitute an original signature and be binding for all purposes. 21. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida without regard to principles of conflicts of laws. IN WITNESS WHEREOF, CCUA and JEA have caused this Agreement to be executed on the day and year first above written. EXECUTION ON FOLLOWING PAGES WITNESSES: CCUA: CLAY COUNTY UTILITY AUTHORITY, an independent special district of the State of Florida By: Print: Print: Title: Witness #1 address: Print: Witness #2 address: STATE OF FLORIDA COUNTY OF CLAY The foregoing instrument was acknowledged before me by means of [ ] physical presence or [ ] online notarization,this day of ,2024,by , as the of Clay County Utility Authority, an independent district of the State of Florida, who is personally known to me or produced as identification. Print: Notary Public, State of Florida Commission No.: My commission expires: (seal) WITNESSES: JEA, a body politic and corporate By: Print: Michael Corbitt Director, Real Estate Services Witness #1 address: Print: Witness #2 address: STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me by means of [ ] physical presence or [ ] online notarization, this day of , 2024, by Michael Corbitt, as the Director, Real Estate Services of JEA, a body politic and corporate, on behalf of the JEA, who is personally known to me or has produced as identification. Print: Notary Public, State of Florida Commission No.: My commission expires: (seal) EXHIBIT A THE EASEMENT AREA [see sketch and description attached] CFN # 2010014135, OR BK 3192 Pages 62 - 91, Recorded 03/23/2010 at 02:06 PM, James B. Jett Clerk Circuit Court, Clay County, Doc. D $8575.00 Deputy Clerk HAMPSHIRET This Document Prepared By and Return To: Megan Proutx,Esq. Teco Energy Inc. 702 N Franklin St Tampa, Florida 33602-4429 Grantee: PEOPLES GAS SYSTEM,A DIVISION OF TAMPA ELECTRIC COMPANY P.O.Box 2562 Tampa, Florida 33601 J C Ci — NATURAL GAS PIPELINE EASEMENT TRACT NO 23.000: The Undersigned, Buttercup Enterprises, LLC, a Florida Limited Liability Company ("Grantor"), being the owner(s) of, or having an interest in, that certain tract of land situated in Clay County, Florida and more particularly described in Exhibit "A" attached hereto ("Lands"), for and in consideration of the sum of Ten and No/100 Dollars ($10.00), the receipt and sufficiency of which Grantor hereby acknowledges, does hereby grant and convey the permanent easement, the temporary construction easement and the extra temporary construction easement (all as further defined herein) herein conveyed to Peoples Gas System, a division of Tampa Electric Company, ("Grantee"), with its principal offices at P. O. Box 2562, Tampa, Florida 33601, and to Grantee's successors and assigns: 1. The non-exclusive and perpetual right, privilege and easement for and to construct, install, maintain, operate, inspect, patrol, test, repair, substitute, relocate, replace and remove (collectively, the "Pipeline Operations") a single 16" underground transmission pipeline system for the transportation of natural gas, and subsurface appurtenances thereto, solely for the transportation of natural gas (collectively, the "Pipeline Facilities") on, under, across, through a part and strip of the Lands, as described on Exhibit"A-1" attached hereto ("Permanent Easement"); and 2. The right to utilize the Lands identified and described on Exhibit "A-1" as "Temporary Construction Easements" or"Extra Temporary Construction Easements"for workspace during the initial construction and installation of the Pipeline Facilities. Grantee has fully inspected the Permanent Easement and Temporary Construction Easement and accepts them in their present condition. Use of the pipeline subject to the terms of this Natural Gas Pipeline Easement shall be restricted solely to the transportation of natural gas and its constituents incidental to such transportation. No other commodity, product, material, or substance shall be transported in the pipeline and Permanent Easement without the prior written consent of Grantor. TO HAVE AND TO HOLD unto Grantee, its successors and assigns, for the purpose of conducting the Pipeline Operations with respect to such Pipeline Facilities. OR BK 3192 PG 63 As further consideration for the payment made by Grantee hereunder, Grantor and Grantee further agree with respect to the Pipeline Facilities, Pipeline Operations, the Permanent Easement, the Temporary Construction Easement, and the Extra Temporary Construction Easement that: 1. Exhibit"A"describes the Lands and Exhibit"A-1"describes the Permanent Easement and the Temporary Construction Easements. Exhibit "A" and Exhibit "A-1" are attached hereto and by this reference are made a part hereof for all purposes. 2. Grantee acknowledges and agrees that Grantor is conveying the above- described easements without any warranties, representations, or guarantees, either express or implied, oral, written, or electronic, or arising by operation of law. 3. Grantee shall have the right of ingress to and egress from the Permanent Easement and the Temporary Construction Easement (during the length of its term) by means of the Permanent Easement, the Temporary Construction Easement (during the length of its term), and adjacent public roadways, easements or rights-of-way owned, held or lawfully available to Grantee, including any other property over which Grantee has access rights, for the purposes of Pipeline Operations with respect to such Pipeline Facilities located, in whole or in part, on the Permanent Easement, the Temporary Construction Easement (during the length of its term) but not across other contiguous lands of the Grantor; provided, Grantee is permitted to utilize the existing Florida Power & Light ("FPL") maintenance road which is located on the FPL and Clay County Electric Cooperative ("CEC") easements on which the Permanent Easement is co-located as a licensee to the extent the FPL and CEC easements permit such a license and subject to the indemnification protection set forth Paragraph 30 hereof. This permission is limited in duration to the term of the easements granted to FPL and CEC, and limited only to the area adjacent to Grantee's natural gas pipeline. Grantee shall limit its access to the Ingress and egress of the FPL maintenance road to the C.R. 315 access and shall not use the FPL maintenance road for any other purpose than to access its Pipeline Facilities. Such permission is further restricted to the term, rights and conditions of use granted to Grantee by FPL and CEC. Grantee shall be responsible for any maintenance and/or repairs to the road in the FPL and CEC easements arising from Grantee's use thereof. Except as provided for herein, it is expressly provided that Grantee shall not have the right to use any of Grantor's land lying outside of the boundary of the Permanent Easement and the Temporary Construction Easement for the purpose of ingress and egress. During construction, Grantee shall maintain the integrity of Grantor's system of fences to deny access to anyone other than Grantee's agents, contractors or persons representing regulatory bodies, and maintain the integrity of such fences for uses for which they were constructed. 4. Grantee shall have use of the Temporary Construction Easements as work space for purposes deemed necessary by Grantee for the safe and efficient construction of the Pipeline Facilities, including but not limited to staging or storage of equipment, supplies or materials, placement of erosion control devices, silt fence, trench spoils and brush, logs and similar debris from land clearing operations, and ingress and egress, and for the movement of personnel, supplies and equipment related to initial Pipeline Operations in connection with Grantee's Pipeline Facilities. The rights OR BK 3192 PG 64 of Grantee with respect to the Temporary Construction Easement shall commence on March 19, 2010 and shall terminate and expire upon the earlier of the passage of twelve (12) months after March 19, 2010 or the date on which Grantee completes the initial construction and installation of the Pipeline Facilities (the "Construction Period"). Notwithstanding the rights conveyed herein, Grantee shall attempt to avoid the unnecessary destruction or removal of trees located in the Temporary Construction Easement. 5. In the event the Grantee finds it necessary to repair, replace, or remove the pipeline under the terms of this Natural Gas Pipeline Easement, Grantee shall be responsible for segregating the work within the Permanent Easement from the then- existing uses of the Lands by appropriate fencing, which shall be nothing less substantial than four-strand barbed wire agricultural fencing and gates so that Grantor has uninterrupted access to their Lands. 6. Grantor retains the right and may continue to use the Permanent Easement and Temporary Construction Easement for any lawful purposes that do not directly interfere with Grantee's rights acquired hereunder (i.e., the transmission of natural gas and construction of the Pipeline Facility) including the right to use and enjoy the surface of the Permanent Easement for ordinary farming, agricultural, horticultural and pasture or other similar purposes which will not interfere with the uses described above and other uses prescribed in Paragraphs 7, 8 or 9 hereof. In addition, Grantor shall have the right to enclose the Permanent Easement areas by fence, subject however, to the Grantee's right of ingress and egress; provided, however, that Grantor shall neither create nor maintain any reservoir or water impoundment, construct nor permit to be constructed any permanent building, permanent vertical structure, excavation or other improvement or obstruction, on, over, under, above, across, within or through the Permanent Easement or Temporary Construction Easement (for as long as it shall exist) which would directly interfere with the exercise by Grantee of the rights hereby conveyed, including ingress to and egress from the Permanent Easement and Temporary Construction Easement (for as long as it shall exist), and the safe and efficient conduct of the Pipeline Operations relating to the Pipeline Facilities except as provided for in Paragraph 7, 8 and 9. 7. Grantee shall provide sufficient depth of the Pipeline Facilities to accommodate the construction and maintenance of future entrance monuments encompassing approximately a 50 x 50 area for the Governors Park Development. Grantor shall be allowed to construct the entrance monument in the locations indentified in Exhibit "B" attached hereto over and above the pipeline, provided the combined weight of the monuments and base structures do not exceed 800,000 pounds and the footings for the base structure are no more than six feet in total depth. Once constructed, Grantee shall not disturb, alter or damage Grantors entrance features. 8. Grantee agrees to provide Grantor, either upon Grantor's request or at Grantee's option, a prior written determination that any particular exercise of the right to use the Permanent Easement or Temporary Construction Easement by Grantor does not directly interfere with the safe and efficient exercise of Grantee's rights,which prior written determination shall not be arbitrarily or unreasonably withheld or conditioned. OR BK 3192 PG 65 9. Subject to the terms and conditions set forth hereinbelow, Grantee agrees it shall allow Grantor landscaping, roads, driveways, parking lots, walkways, sidewalks and signage for traffic, other uses where paving or concrete are necessary for such uses not otherwise prohibited herein, fences, underground utilities installed perpendicular and not parallel to the Pipeline Facilities within the Permanent Easement, and other road paving installations as may be necessary for Grantor's development and enjoyment of the remainder property over and across the Permanent Easement; provided any such installation shall provide a minimum clearance from Grantee's Pipeline Facilities of eighteen inches (18"). Subject to the foregoing, the Grantor and their heirs, legal representatives, successors and assigns shall retain all existing rights of title and possession, provided that the exercise of such rights does not interfere with the safe and efficient construction, maintenance and operation of the Pipeline Facilities or any of the Grantee's rights specified above as Pipeline Operations. Such rights of title and possession include, but are not limited to, the following: a. The right to use, and the ingress and egress to use, and enjoy the surface of the Permanent Easement for ordinary farming, agricultural, horticulture, pasture and timber operations or other similar purposes which will not materially interfere with the uses of the Grantee described above. In particular, Grantor shall be permitted to continue use any existing logging crossings. b. The right of suitable access across the Permanent Easement for ingress to and egress from adjacent properties. c. The right to enclose the Permanent Easement areas by fence, subject however, to the Grantee's right of ingress and egress related to the Permanent Easement granted hereunder to the Grantee. d. The right, upon prior written approval of the Grantee, to construct parking area(s) on the Permanent Easement. The Grantor shall provide Grantee detailed plans and specifications for any such parking area construction and shall coordinate such construction with Grantee to ensure no damage or obstruction to the Grantee's Pipeline Facilities or Pipeline Operations. No building, or improvement, or obstruction shall be placed within or upon the Permanent Easement and there shall be no alteration of the ground surface or grade of the right-of-way without the express written consent of the Grantee, which consent shall not be unreasonably withheld except as provided for in Paragraphs 7,8 and 9 hereof. e. The right to build, maintain and travel over roads and streets across the Permanent Easement areas, provided such roads or streets are (1) constructed in a straight manner across the Permanent Easement areas at an angle as close to 90 degrees as practical, as measured from the edge of the Permanent Easement areas to the centerline of such road or street, including but not limited to the future Green Cove Springs Bypass highway that will intersect with the First Coast Outer Beltway; and (2) all 4 OR BK 3192 PG 66 parts of such roads or streets are more than 50 feet distant from any above ground structures or related equipment, facilities or accessories or structures within the Permanent Easement provided hereunder. 10. Other than pipeline markers and above-ground test leads (which will be co-located with pipeline markers)which shall be constructed in accordance with 49 CFR Part 192, and to the extent practicable given such limitation, in such a manner to not be offensive in nature to surrounding uses of the Grantor's adjacent lands, Grantee shall cause no other above-ground appurtenances or improvements to be constructed on the Permanent Easement in connection with the construction, maintenance, operation, repair, replacement or removal of the pipeline without the express prior written consent of Grantor. 11. For the safety and for Grantee's Pipeline Operations, the use of the surface and subsurface of the Permanent Easement by Grantor shall be subject to the following terms, conditions and limitations: a. no excavation operations shall be undertaken on the Permanent Easement without three (3) days prior notice to the Florida Sunshine State One Call System or its successor; b. construction activities and operations on and/or under the Permanent Easement shall be subject to the reasonable conditions imposed by Grantee for such operations as denoted herein; c. construction, installation, operation and maintenance activities on or across the Permanent Easement and/or use of the surface or subsurface of the Permanent Easement shall be in compliance with all applicable statutes, rules, regulations, ordinances and codes of any governmental agency or entity having jurisdiction over the Permanent Easement and/or the operations being conducted; d. installation and construction of any public or private utilities, including but not limited to, water, sewer, gas, electrical, cable, fiber optic and/or telephone which impact or encroach on the Permanent Easement shall be subject to the following additional specific terms, conditions and limitations: (1) all subsurface utilities which cross the Permanent Easement shall be installed perpendicular and not parallel to the Permanent Easement while within the Permanent Easement area; (2) construction and installation of all subsurface utility pipes or cables which cross the Permanent Easement shall be constructed and installed so as to maintain a separation depth of not less than eighteen inches (18") between such pipes and/or cables and Grantee's pipeline pipe and (3) no utilities shall be installed above the Permanent Easement or between the surface of the property and the top of the pipeline pipe; 5 OR BK 3192 PG 67 e. installation and construction of any fences which impact or encroach on the Permanent Easement, after the initial construction of the pipeline, shall be subject to the following additional specific terms, conditions and limitations: (1) no fence posts for any fences crossing the Permanent Easement perpendicularly shall be installed closer than five feet(5') from Grantee's pipeline pipe; f. no canals, ditches or other open drainage facilities shall be constructed on or across the surface of the Permanent Easement which would lessen the amount of cover for the Pipeline Facilities as specified in Paragraph 15 below; g. installation and construction of any parking areas and/or public or private roads or streets which impact or encroach on the Permanent Easement shall be subject to the following specific additional terms, conditions and limitations: (1) all parking areas or roads or streets which are located on or across the Permanent Easement may be paved with asphalt or concrete; (2) all roads and streets shall be installed and constructed perpendicular and not parallel to the Permanent Easement while within the Permanent Easement area; and (3) use of the roads or streets crossing over the Permanent Easement shall be limited to approved FDOT weight allowances for vehicular traffic on Florida public highways. Notwithstanding, the above provisions and without limitation thereof, use of all existing, unpaved and internal agricultural roads shall be permitted to continue within the Permanent Easement area and shall remain open during construction; h. Planting and installation of any trees and/or landscaping which impacts or encroaches on the Permanent Easement, after the initial construction of the pipeline, shall be subject to the following specific additional terms, conditions and limitations: (1) any trees or shrubbery shall be shallow rooted; (2) no trees or shrubbery shall be planted any closer than ten feet (10') on either side of the pipeline located within the Permanent Easement; and (3) any trees or shrubbery planted by Grantor and removed by Grantee shall be replaced by Grantee with new nursery trees or shrubbery of a size not less than five (5) gallons; provided, however, that if the root system of any planted species is found within five feet (5') of the pipeline, such planted species shall not be permitted to be planted within the Permanent Easement; Grantee shall have the right to remove the trees, landscaping, parking areas, roads, streets, fences and/or utilities in the Permanent Easement during the Pipeline Operations; however, Grantee, at the sole cost and expense of Grantee, shall restore such trees, shrubbery, parking areas, roads, streets, and/or utilities to their original condition, as near as is reasonably practicable and in a manner where access is not blocked;and OR BK 3192 PG 68 j. Except as is otherwise provided herein, Grantor shall be responsible, at the sole cost and expense of Grantor, for the repair and maintenance of the parking areas, roads, streets, fences and/or subsurface utilities installed on or across the Permanent Easement and for the care and maintenance of the trees, shrubbery and other landscaping planted by Grantor on the Permanent Easement. 12. The consideration Grantee paid for the Permanent Easement and the Temporary Construction Easement in the amount set forth above, includes compensation for all timber, trees, landscaping, grasses, shrubbery, crops, improvements and Grantor's other property items which are compensable according to applicable Florida law (including but not necessarily limited to fences, roads, driveways, sidewalks, parking areas) that Grantee might remove from the Permanent Easement and the Temporary Construction Easement except as otherwise provided hereinabove and unless Grantee at its option chooses to repair, relocate or replace such items at Grantee's own expense pursuant to the provisions of paragraphs 13 and 18, below. However, Grantee at Grantee's sole expense shall restore existing road, ditches and fencing within 30 days after completion of the pipeline installation. 13. Throughout the duration of the Temporary Construction Easement, and to the extent damage results from use by Grantee or its agents, Grantee will maintain and repair any pre-existing fences, roads, driveways, sidewalks, parking areas, irrigation systems, wells, septic tanks and septic drain fields located on the Permanent Easement or Temporary Construction Easement that were not removed, relocated or replaced prior to initial construction of the Pipeline Facilities, and Grantee will maintain and repair any new fences, roads, driveways, sidewalks, parking areas, irrigation systems, wells, septic tanks and septic drain fields that were relocated or replaced on the Permanent Easement or Temporary Construction Easement prior to initial construction of the Pipeline Facilities to same or better condition prior to construction. This requirement includes, but is not limited to, the restoration of all agricultural ditches and roads impacted by the Permanent Easements and Temporary Easements. 14. During construction, Grantee will bury the pipeline to provide a minimum cover of thirty-six inches (36") from the pre-existing grade of the surface and thirty-six inches (36") from ditch bottoms as applicable except in the areas of the anticipated monument entrance feature identified in Paragraph 7 or as may be required for the crossing of the future Green Cove Springs Bypass Highway in accordance with paragraph 15 below. 15. Grantee represents that FDOT has reviewed the alignment of the Project and has identified no potential conflicts with the proposed First Coast Outer Beltway on Grantors property. Grantee shall work with the FDOT during the design and construction of the proposed First Coast Outer Beltway, and with Grantor and/or Clay County, as applicable, for the planning, design and construction of the proposed Green Cove Springs Bypass Highway and First Coast Outer Beltway, and all such roads shall be allowed to cross the Permanent Easement and Pipeline Facilities without objection from Grantee provided that such roads are constructed pursuant to FDOT or County standards as applicable and that, at the time of road construction, the then-existing OR BK 3192 PG 69 depth of cover, at a minimum, to the top of the Pipeline Facilities shall be maintained. Grantee shall verify the adequacy of the design and construction at that time with the then-effective requirements of 49 CFR Part 192. 16. Grantee may displace any gopher tortoises found within the Permanent Easement or the Temporary Construction Easement in accordance with its applicable state permits. 17. To the extent that Grantee may engage in excavation, Grantee shall remove from the Permanent Easement all three-inch (3") or greater diameter rock excavated from the trench across tillable portions of the Permanent Easement, in a manner reasonably satisfactory to Grantor when such rock cannot be replaced in the trench to a depth consistent with that of rock in adjacent lands unaffected by the construction of the Pipeline Facilities. 18. Subject to, and to the extent not inconsistent with, Grantee's rights under this Natural Gas Pipeline Easement, after initial construction of the Pipeline Facilities, Grantee shall, to the extent practicable, relocate or replace with the same, like or better quality and at their original locations or as near thereto as is reasonably practicable, all fences, roads, driveways, sidewalks, parking areas, irrigation systems, wells, septic tanks and septic drain fields, trees, landscaping, grasses, shrubbery, crops, improvements and Grantor's other property items which are compensable according to applicable Florida law, that Grantee damaged or caused to be removed, relocated or replaced from the Permanent Easement and Temporary Construction Easement before or during initial construction of the Pipeline Facilities, unless Grantee has previously chosen to pay Grantor for such Items pursuant to the provisions of paragraph 12 above, and Grantee shall plant grass seed on all other land surfaces disturbed by the Pipeline Operations. 19. Subject to Grantee's rights hereunder and to the extent not inconsistent therewith, Grantee will restore the surface of all disturbed areas within and outside of the boundaries of the Permanent Easement and Temporary Construction Easement to original contour and condition, as near as is reasonably practicable, to the extent the damage or disturbance of results from the Pipeline Operations. Grantee will also restore the surface of all disturbed areas of any existing or new access roads to its original contour and condition, as near as is reasonably practicable, to the extent utilized by Grantee and the damage or disturbance to which results from use by Grantee or its agents. 20. Grantee agrees that all trash, cans, bottles, used equipment and other inorganic materials left on the lands,will be removed by Grantee on or before the end of the term. Grantee shall comply with all local, state and federal laws, rules and regulations pertaining to or arising out of the Pipeline Facilities, Pipeline Operations, the Permanent Easement, the Temporary Construction Easement, and the Extra Temporary Construction Easement, including without limitation, the Comprehensive Environmental Response, Compensation and Liability Act of 1980, 42 U.S.C. § 9601 et seq. ("CERCLA"), the Resource Conservation and Recovery Act of 1976, 42 U.S.C. § 6901 et seq., the Federal Water Pollution Control Act, 33 U.S.C. § 1251 et seg, the Hazardous Materials Transportation Act, 49 U.S.C. § 1801 et sea., and the regulations 8 OR BK 3192 PG 70 promulgated pursuant to said laws, as they may be amended ("Environmental Laws"). Notwithstanding the foregoing, under no circumstances whatsoever shall any carcinogenic, controlled, toxic or hazardous substance or material, or a container presently holding or formerly holding such substance(s), be permitted to drain, or percolate on or into, or be stored, dumped, buried, or otherwise contaminate, taint, or affect the Permanent Easement area, or any other land adjacent to or in the vicinity of the Permanent Easement area. 21. Grantee shall provide Grantor a hard and electronic copy of an As-Built Survey for that portion of the pipeline constructed within the Permanent Easement within 12 months of completion of construction to Harris, Harris, Bauerle & Sharma do Prineet D. Sharma, Esquire, 1201 East Robinson Street, Orlando, FL 32801, email: prineet@hhbslaw.com. 22. Grantee shall have the right to mark the pipeline route with aboveground markers at such locations and distances as are necessary to provide a minimum of line of sight between markers as well as to indicate points of intersection and crossings of property boundaries, waterbodies, railroad tracks and/or roads and to co-locate above ground cathodic protection test leads as necessary with such pipeline markers. Except as is provided in this Paragraph, Grantee shall cause no other aboveground appurtenances to be constructed on the Permanent Easement in connection with the Pipeline Operations, including but not limited to fences. 23. Grantee may assign its rights acquired under the provisions of this Natural Gas Pipeline Easement in whole or in part to any entity approved or authorized to transport natural gas, and Grantee shall have the right and option to operate the Pipeline Facilities for its own use or to lease, sell or assign any or all of the capacity of the Pipeline Facilities or the rights thereto. 24. It is expressly provided that when the pipeline constructed hereunder shall be permanently removed from the premises, the Permanent Easement shall become null and void and all rights, title and interest shall revert to Grantor or its successor(s) in interest. 25. Grantee is a condemning authority and Grantor is entering into this agreement in lieu of Grantee acquiring these rights under eminent domain proceedings. 26. Grantee agrees that this document shall create no rights to apportionment of any condemnation award and that Grantee expressly waives any condemnation award and assigns the same to Grantor. Grantee reserves the right to make any claim for impact to its pipeline. 27. Grantee agrees in its Pipeline Operations not to interrupt the flow of water in all drainage ditches, laterals, bed swales and culverts during construction in the land described herein. Grantee agrees to repair any damage to the drainage ditches, laterals, bed swales and culverts before or during final clean-up. 28. This Natural Gas Pipeline Easement incorporates and describes all of the grants, undertakings, conditions and consideration of the parties. Grantor, in executing 9 OR BK 3192 PG 71 and delivering this Natural Gas Pipeline Easement, represents that Grantor has not relied upon any promises, inducements or representations of Grantee or its agents or employees, except as are expressly set forth herein. 29. This Natural Gas Pipeline Easement may be executed in counterparts, all of which together shall constitute a single document. 30. Grantee shall indemnity, defend, and save Grantor harmless from and against all costs, claims, demands, liabilities, liens, actions or suits in law or in equity (including reasonable costs, attorneys' fees, and expenses incident thereto), for or on account of injury, death, damage or loss to any person, including, but not limited to, Grantor, or the property of any person, including but not limited to the property of Grantor, to the extent caused by the violation of Environmental Laws, negligence or misconduct of Grantee, its agents, representatives, employees or assigns, in connection with or arising out of the Pipeline Facilities, Pipeline Operations, the Permanent Easement, the Temporary Construction Easement, the Extra Temporary Construction Easement or to the extent that may be caused otherwise by the negligence or intentional torts of Grantee in the exercise of Grantee's rights herein granted, or for any breach by Grantee of the terms and provisions of this Natural Gas Pipeline Easement. 31. The rights, benefits, burdens and obligations acquired or assumed under the provisions of this Natural Gas Pipeline Easement shall inure to, benefit, bind and oblige Grantor, Grantee and their respective successors and assigns. 32. Grantee agrees to comply with all applicable and enforceable federal, state and local laws, rules and regulations with respect to the Pipeline Operations. 33. All notices, consents and other documents required or permitted to be given by one party to another under this instrument shall be written and shall be given to Grantor c/o William P. Brant, Esq., Brant, Abraham, Reiter, McCormick & Johnson, P.A., 50 North Laura Street, Suite 2750, Jacksonville, Florida 32202 and to Grantee at P. O. Box 2562, Tampa, Florida 33601. Documents shall be delivered or mailed certified or registered mail, return receipt requested, properly addressed with sufficient postage to reach the destination; or faxed to the recipient. The place where documents are to be delivered or sent under this paragraph may be changed from time to time by the party entitled to receive them in the same manner that notice is given. A document sent before a change is not invalidated by the change. Any irregularity in transmitting a document is cured if it is actually and timely received. Time periods related to mail service begin when it is deposited in the United States mail. THE REMAINDER OF THIS PAGE HAS BEEN INTENTIONALLY LEFT BLANK 0 OR BK 3192 PG 72 DATED THIS I0 day of i V �{/\ . , 2010. WITNESSES: GRANTOR: BUTTERCUP ENTERPRISES, LLC ignature) • Name: / Signatur (Print� Name) Address: ` CS(Pa —4h115 a Name: F S • s" —"'t4•A tJr. • C FT/ Title: YPSS E /-3C4---�la �,r---� Address: ?,°+$b C, -{ l243 (Signature CE v S Name: ROGER_ /1/A,2 /S (Print Name) Address: 23Z5 (s.,.)ES C .C. S Ft. 3 ?O /3 ACKNOWLEDGEMENT STATE OF FLO I A )( COUNTY OF � )( The foregoing document wa acknowledged before me this j day of MNC.,v\.- 2010, by 4- 5. � -�.► i�'" , BUTTERCUP ENTERPRISES, LLC, 4Fio is personally_ to m 1 � x (type of identification) as identification. • xl+s E.WARREN A `) e• di" IS EON December 25,2011 r►? wildliniqrailwawswasare otary Public 11 Name (Printed): ���-C ti)vt (0, My Commission Expires: )� � S/30 I it OR BK 3192 PG 73 EXHIBIT "A" Attached to and made a part of that certain NATURAL GAS PIPELINE EASEMENT dated , 2010 by and between Buttercup Enterprises, LLC, a Florida Limited Liability Company, as Grantor, and Peoples Gas System, a division of Tampa Electric Company, as Grantee DESCRIPTION OF THE LANDS OR BK 3192 PG 74 Location: The subject is located on the west side of County Road 15- A, in the vicinity of US Highway 17, in Clay County, Florida. Tax I.D. Nos.: 38-06-26-016516-000-00, 29-06-26-015611-001-00, 32-06-26-015650-001-00, 33-06-26-015852-000-00, 34-06-26-015714-000-00, and 04-07-26-015818-000-00 OR BK 3192 PG 75 Traci 13.000 AERIAL , - i�p; o• ',r• I •' • rri,.'T s- a ',1- ii • • N_s •1r e2 1c r I. i.11•*'.- i�; 1 :. :•!?:rk1' ,}5S•• v 4. •r!I .( . .., 10 ! 1e � a. '`'9 • • • ' • -. In ' ' ;, •\ . ` r . .' ' l ` \ p ' t . ..r , . - ' . yo . '7. .er. C �w Z � r r ` 5 1'" S fit; • < <\ 1 ;i(�, ,,,,•. �Y /' f} V itt •tits j .• S-ZV �•� 1 Jr lOF ;% ; *J '4ItJv'• , 1 �f( t•rr,,1� ,. 7• a :i, :..:: /....tzv_.i.• t._t:. . I•, , a' 1 sf•rvi ;. Y- �,, Pi ' 1T • Z b�F " . 1. .` 1 _. -ApproximatePropertyBoundary V: 1� ! ApproxlmatePipelineBoute . Y '''t 4 OR BK 3192 PG 76 EXHIBIT "A-1" Legal Description of Permanent Easements And Temporary Construction Easements OR BK 3192 PG 77 MAP SHOWING THE CLARKE'S MILL GRANT, SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA BUTTERCUP ENTERPRISES, LLC TRACT NO. 23.000 38-06-26-016516-000-00 ALTERNATE ALIGNMENT 1 il___ I GRAPHIC SCALE 1 , 20 woo z000 o t000 -- ( IN FEET ) 0 1 Inch - 2000 ft,N / I 8 i I/ 5 • sloi. . lei itecr.:* re-it vri: ,o, ,,E.. -,Ot1 p,o 0%2-s't,C, • V10041111_111:11- % ‘ % Vii 0. , 411!I V A* 0 No .. f°10(-42 It° A ila t). :0Ii•i , -.fi �.�fGii7 t1illa1ir p1\y4% 'i1 111k1, 4iihii l411t14):I V411 - h` � 1 : if4. ® W : VI __ 41* §\ 31 32 1 I I AMENDED 2-1-10 TO REHSE LEGAL DESCRIPTORAL:T>=2xa A(,IUMYAW' SHEET 1 OF 13 2009-187 TTSS MAP OR SURWY KITSTIEMOWN 1!OOICAL STANDARDS SET JOB NO. FORM w 111E RONDA KI M a PMDi!'SeVK AL SURVEYORS t MAPPERS. 1M Ow1ER non-I,Ft A AOMOKKAAY[MOE.PURSUANT TO 1 AIJC SEC110M 47HE r.fLdiDA S1Alor r U1lSS3 OTIFR111SE fFiDYR1 AMD 1 DRAFTER STATEDHEREON INS ORArO10,KERN,PLAT OR MAP 13 FDR Sf0mU1I NAL CDATE 8-1-09 PURPOSES OILY NO IS MOT VMS.(WA/1Q 111017-{•f1DMA OCA530CIff1C$ AOMNKIRATTYE O ,uwAss 1r eKARS REs oau►TURE N THE SS SU RVEYORS VEY a MAPPERS aR1aNAL RA13ED ar A fLOMA tICOND 9uRYEYCR AND MAPPER u ISO,3731 SCALE 1"-2000' f`��+�_ : ssw tnDlrl► I T AA , itiivk CHECKED BY: DENNIS E. ELSWICK, P.S.M. CERT. NO. 3190 OR BK 3192 PG 78 MAP SHOWING THE CLARKE'S MILL GRANT. SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST, CLAY COUNTY. FLORIDA MATCH UNE SHEET 3 __._ I SHEET 2 L_1JD4 6Y d R_40324.0O > b.131'31" L_1302.11' m 5- Clh1304.76' R40148.00' O ce g ` �50631'4'S'M\ Q$-13O2.06' Z Y1 CB_SE631 LINE TABLE \ \ Lr•13oS01' LINE LENGTH HEARING R_10174.00• k' o LI e39.7s' 163'19'45'V d•131'30' LE U 1 L2 36.07' S02.14'ION \ 302.95. \ �_�Q31 NI- L3 214.37' S65'19'4711 \ C= L4 LBA3' N0214'l0'E_ C LS 23e.44' S65•19'45'V � \ v GRAPHIC SCALE / P G 100 200ARrir C.) t i Cee p....-..- ao :1 , 13�C/y 1 inch 200 ft. a� 25 EASE Y\\� S PC E. WEL EAsoID+T 50, ; r ''\-. '3.14 �IFNT , . ` 1 i 1r,2122 \ 1 R_4016200 \\�� `\� U Lr123.47' I °'DI2 2 5 I R�1 \4 C -S6Y2S'00'w ` CN_123.47' n L-I24 50' m I R_40137.00' .45 b.090'4d cm124.big .• ' 99S C9-S68'2S'02 0 pr 1 I PART A POND Point of -,*,o 3' Comrnencemen w \ / SW CORNER OF OR 2964. PR 1186 �,OE' L2 ' �6319'45-M 112.14' L; ADVANCED asaos& Ai Y .t:ip SERMCES JAC290NM53 LLC OR PG. 1186 36-06-26- 6539-003-02 MOWED 2-1-10 TO REMSE LEGAL DESCRIPTgN ALTER/JAT6 /4U4A(MoT SHEET 2 OF 13 2009-187 DES MAP OR MiT6Y MEETS THE MMnIM 1EDfACA1 STARI AN'S SET JOB NO. F,yRTR BY TIC FLORIDA BOARD OF PROFESSION/1 SURNEYOR3 t MAPPERS. IN CHAPTER I11017-4,FLORIDA ADMINSTRAWM C00. PURSUANT TO �,JC STATED HEREON. RONEDA STATUTES,RIMLESS DTNfR>t13E SNOW AID C 1 DRAFTER STATED WOK VMS OAA111N0, SKETCH.PLAT OR MAP i3 FOR INFORMATIONAL DATE 8-1-09 wlRPo5E3 ONLY AM1 t3 NOT VALD.(CHAPTER 11017-e,FLORIDA &Associates AO10R3IRATIVE UNLESS R BEARS TIE SIGNATURE AND THE PROFESSIONAL SURVEYORS a MAPPERS ORIGINAL RAISED OF A RORDA UCENSED SURW ER MO MAPPER. LB NO.3731 p(�7 ppAp SCALE 1--200. NuoJA0f30NNLLL RORIoA JY237 /'�`0 (/ (004)200-2703 WIll rUr('V r. O. V .5 11W111T,TTC r VT cWTnv D C. 1t I.L+DT Ti1l 71 CIA Y��L OR BK 3192 PG 79 MAP SHOWING _THE CLARKrS MILL GRANT, SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA I I 1EEL4^ 1 ' MALCH LINE — SHEET 3 I ;1 I ti GRAPHIC SCALE 1 i Lr1ee.11' 200 D I00 200 I R-4OII11.00' A k A,.a4 CB-SeeZO'213** 1r16e.41' ( IN FEET ) R-404.6.. --Nil V 1 inch - 200 Et O$-1SO.41' CB-SW20.23'W I L-10401e1.7.N' R- 00' 64°14.20' LEGEND OI-1e7.4e' tzI : I- CER4 II30'ZY'M 1 L - LENGTH 25, ARy R - RADIUS PERMANENT EASEMENT r A - DELTA ' CH - CHORD DISTANCE .'"--------..„....„\EASENDET iliti C8 - CHORD BEARING OR - OFFICIAL RECORDS PG - PAGE STA. = STATION c. ti= C.R. - COUNTY ROAD 4 K s m R/W - RIGHT OF WAY rRny� & FPL - FLORIDA POWER & UGHT I/)c I N CEC - CLAY ELECTRIC COOPERATIVE d 1 < vU --Z ft - PROPERTY LINE a it u, ac I. a U L-1302.11'v + 1s1'JO' m 611-40140.011 " - rvi GENERAL NOTES 1. BEARINGS SHOWN HEREON ARE BASED ON THE WLY L-13O4.R2' R/W LINE OF COUNTY ROAD 15A, AS 50214'10'W R-40224,00 a•11s1.3t• �I L-130101' (STATE PLANE COORDINATE SYSTEM, FLORIDA EAST CH-1304.7ft R-40174. 0 ZONE, NAD 1983 1990 NGS ADJUSTMENTS.) ES=S13 31'4S'1N 131'30' LU1-130295' 2. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. I ce-see's,bo"w 3. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS SHOWN. MATCH UNE I__:SI g T I SHEET 2 AMENDED 2-1-10 TO REN .PSE tEDAL DESCRIPTION ALt JA1"@ ALI4P1tiKW' SHEET 3 OF 13 2009-167 THR MAP OR SURVEY NUTS THE WNW=MICA STANDARDS KT JOB NO. PORDN SY THE NAM SWARD or PROPEL otua.Moms&YAPPERS, 14 ORAP1ER e1017-e,NRDRIDA ADDINISTRAIME m.PURIUANT TO MJC SECTION 472.027,RONDA STATUTES,WISIS°TIIOIMSE mow NC DRAFTER STATED HEREDN. PIS ORATING, SKETCH.PRAT OR MAP I FOR Y/OIMIATIONAL p�� DATE 6-1-09 PURrats ONLY'AND NOT vAUD.(ONO=e1a17-I,it.0 A � OCAS60C18tCS AC CODE) TRATIK oats FT OEARS PIEIOIATURE AND THE PROFESSIONAL SURVEYORS a MAPPERS SEA)RNSED OF A FLORIDA uceRIED 11IRtfYOR No MAPPER u ND.373I SCALE 1'-200' .I ao t R2 f I AA 32237 (1104)2e0-2703 YINRCLAWASSOC.COM CHECKED B' ELS WICK,E. P.S.M. CERT. NO. 3190 OR BK 3192 PG 80 MAP SHOWING THE CLARKE'S MILL GRANT, SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA Ali 1 / _ _ 1 SHEET 5 MATCH UNE ' T4 SHEET 4 1 uti / y / 1 !I % Y VWVWl.lfl� l l % / I I %% 1 J --Z I I D7 I I y a$ / I II w a Luz Of I I 1 ' GRAPHIC SCALE 1 a l 1 1 g ;. I / I 1 I < 200 0 100 200 03 Ig. A cY2 li_ci%e / ,1 ( I J ZDI 00/ I / `r I 2 g 0 1 in h =2 ft.R3 0C// /43/ ,fr•irir3r i o 0I-e30.1r a calertr2l'M L-527.1r `� i mM 1 l 1 eR Ir, N'- n� / u / R-31 2.0 �I Y cea- r rw m -�i(/) 1 �' I rh•1r1� I I O / 1 s i,V2rw I 1 Z F. 1 1 (,i r / / TEMPORARY CO / / 500SE' PERMI AMENT�1 EASEMENT O / / )3 I / / I I Z I / I I I 1 / I / / I / I I / / _ ILI !I I SHEEEE 3 • 1 MATCH UNE , _ AMENDED 2-1-10 TO REVISE LEGAL DESCRIPTION AlTelkATe AUC..imE LT SHEET 4 OF 13 2009-187 MO MAP OR SURIEY MEETS THE MUM IECNMICAL STANDARDS SET JOB NO. FORT sY THE FLORA MOM Or MIOPESEION&SURVEYORS•WIPER; N OIAP1[R E1017--0q,,FLORIDA AD11/ElIA11K CODE,PURSUANT TO MJC SECTION 472.027.ROtlDA STATUTES.UNLESS 011EAW1SE MOAN AND DRAFTER STATED NEREOL Clam MS ORATORX SIOiTCH.PLAT OR MAP IS FOR INFORMA710NAL ,_• DATE 6-1-09 PURPOSES COOLY NO IS NOT VALID (CHAPTER 11017-I.FLORDA f�Ct�SSOCISiCS ADMVI%TRA11VE 000[1.UNLESS 7T REARS THE SO NATURE AND TIE PROFESSIONAL SURVEYORS 6 MAPPERS ORIGINAL RASED vrAI OF A FLORIDA LICENSED 11RKYOI AND MAPPER_ us NO.3731 SCALE 1'''200 aECII LIJ:FtC CROON uw sus? ^ 2 (000 240-2703 !`UCI'WC11 ov \� rmrw7r0 c. 11'CWTnv n C Y! nr.,TsT wrn n.nn wW�C(ARrA .CgI OR BK 3192 PG 81 MAP SHOWING THE CLARKE'S MILL GRANT, SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA MATCH UNE 1 — _�__ SHEET 6 T SHEET 5 0I�1 GRAPHIC SCALE 200 0 100 200 "1 Iniiriii "*.sx ( INFEEr ) r- 1 loch 200 ft. I 6x a� r % nd1p Oe.- I a:N 1 WO I I C I 25' TEUPORARY T 50' PERYAl1OIT—.'I EASEN:NT % ppOP ec % IPLCY IT UNE % I I II I 16 1 %/ 1 1 ± t t! — /41 SHEST 5 MATCH UNE Ty SHEET 4 / r31- AMENDED 2-1-10 TO RENASE REGAL DESCRIPTION ALY t"(/► .IUGNMDINT SHEET 5 OF 13 2009-187 INS NAP OR SLIMY RATS 1NE UNMAN TECIMCAL STANDARDS SET JOB NO. FORTH fY THE PUMA 00AR10 O<HRO MON&suR%t R$t RAPPERS. N C1RAMTER 61017-8,PUMA ADUNISTRAIVE 000E, PURSUANT TO MX 3TA10 EREON.,RLDReDA STATUTES.0 OTR0T1wst AND Clary DRAFTER sT"�"�0N INS ORMSN0,SCUM PLAT aR MAP IS FOR INFORMATIONAL op_�.� DATE 6-1-09 PURPOSES ONLY AND 1S NOT VALID.(CHAPTER 61017-6,FLORIDA OCIISSOCiatCS IT OE oRK RAISED L FLORIDA�UCETR4Da WYCR MC MAPPER. r13/F I NO.NL SURVEYORS d MAPPERS SCALE 1"6200' 1;* 4 4 0 0CRia7t.KON0A 22s7 (004)200-2703 VAVECILMYASSOOCOR CHECKED BtY.5 DENNIS E. ELSWICK, P.S.M. CERT. NO. 3190 OR BK 3192 PG 82 MAP SHOWING THE CLARKE'S MILL GRANT, SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA SHEET 7 I / MATCH LINE P " T s1POND / CD ! I s . pli l I I �' 7pIpQ EASaIE]IT" ARY ► �..,. I YuNE 1 W+ ► n ►r7 N �y OC ► ,4 Q.. JJ l p W 1 �I II' J }Q8 °! j I FE I / O.'.! 50. PERMANENT—r' P EAMO NT II,, 07 GRAPHIC SCALE �� If ! I Ii 200 0 100 200 lI IWt I / ( I1N FEET! inch - 200 ft I / I MATCH LINE I _ -I— SHE 6 it SHEET 5 ill AMENDED 2-1-10 TO„EMSE LEGAL OESCR1PTION RA-TRKSIALTU AU CA/4/11ffiktr SHEET. 6 OF 13 2009-187 THq MAP at BEY IMEn TISE Seam SWUM STANDARDS SET JOB NO. FCRDI MY THE R MA ROAM OF PROPESSONAL SAIRE10RS t MAPPERS. M C AMER S1017 ROIDA AOIRISS1RA174 000E,PURSUANT 1D IAJC SECTION 472027 STA1U1I7.~SS OTIRFA*SE MOM AND DRAFTER sTAtED414. Clary8„ssociates EMS ORATING.SKETCH,PLAT OR YAP 0FOR IFOIWATIONALGATE 6-1-09 PURPOSESOM.Y No aNOT VALID.(CHAPTER e1017-a,RONIOA ADNOISIRATM1E LU&ESS IT BEARS THE SO4ATIIIIE NO3 ME PROFESSIONAL SURVFMRS&MAPPERS ORIGIN.RAISED SEAL OF A FLORIDA MUSED SURVEYOR AND MAPPER ll NO.5771 SCALE 1•v 200, I)M sIACKIONNILL FLORIDA `-' (SD0••2701 r,rrwrn 11Yr TYI:AT,TTQ 1. VT QYTTI'Tl 13 0 'II nt+DT ,.Tn ni r.. OR BK 3192 PG 83 MAP SHOWING THE CLARKE'S MILL GRANT, SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA I I SjEET 8 MATCH LINE SHEET 7I . — — — I I " II Lr132121' \ I VR•4733A0' intra22' \ L,.1680.0O.3. ,IJ 04.1518.K PAR R aot ' ce- '3rw POND \ \ 0(-1043.33' I .CB•serls 3tw I L-183218 \ b1 o \ --) 1y e.6 7'Q0' (\ I -�-w GRAPHIC SCALE \ \ x 1 200\ \ G A 0 100 200 \ \ % I S� \\ \\ � V APT" ( IN FEET ) 11 '{ 1 inch = 200 ft u:i\ \ b $I • gt \ \ $ ) I 1 z 1 Q \\ \\ F I 1 \ \ I 1 IS \\ 9 \\ I % \ It \ *c) ■ , \ (371- \ —04 1 , t , &Do° \...teatptil� \ I 1 f1 _.t" AFtY \\c» \\ 5 oth PO \\ `��,�\\ ; 1 O \ \ I 1 MPi \ \ I 1 r \ \ I 1 \ \ ,� I `� \\ \\ E-0 I AMENDED 2-1-10 TO REVISE LEGAL DESCRIPTION ALrEgf4ATE ALIG4t4e.ar SHEET 7 OF 13 2009-187 THS MAP OR SURVEY WETS M WARM 1EOVOCAL STANDARD!SET J08 NO. IN M IouP�1ER 6101r7 ;n A U6SlRARVE CODE.PURSUANT TO MJC SECTION 472.027.FLONSDA STA1UTEL MOSS 011HERNSE 910111 APO DRAFTER nAato HMS. lilt MAIM S1tTD PLAT OR MAP D FOR*FORMATIONAL DATE 6-1-09 PURPOSES ONLY M Lt NOT VALD.(CHAPTER 111017-l. FLORIDAORIDAa &AS�CiAtR`5 D AOISHGTRA1I1iE UHLSS ITEAR SS TIE SIONATLmE AND Ti PROFESSIONAL SURVEYORS 6 MAPPERS ORIOSIAL RAISED aF A FLg10A LICO,SED SUFIKYOR AND YAPPER LI NO 3731 SCALE 1"a200' 3A30 CROW PORT I 2257 (�t `0ii CHECKED 811 DENNIS E. ELSWICK, P.S.M. CERT. NO. 3190 OR BK 3192 PG 84 MAP SHOWING THE CLARKE'S MILL GRANT, SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA / / MATCH UNE/ SHEET 9 _ _ _ _ 1 / SHEET 8 il t 5.. A Ets�,arT"^,„„, . I N....'"...."\\ pi 67 e a. e.4 �AR r r 41 f 1 4 ' ga 1 amr,_ _z a. ... ====...... IIrS gg o. mo 03 I ON GRAPHIC SCALE 1 IZ 200 ce6rics 103 200 I Lr1523.21' ' R-4733.000 ( IN FEET ce 1e srzV33 w 1 Inch = 200 ft. 1r1880.03' I R-4eOtOO' I 1-153215 O6417481733. 1 4 r 8- ir000. CN-1a+a6.31 C1ser2r31 04-1e28et I I I I SHEET 8 MATCH UNE - SHEET 7I I I AMENDED 2-1-10 TO REVISE LEOAL DESCRIPSCS A1,1r01A1o,Tg ALIGeklIQAIr SHEET 8 OF 13 2009-187 THIS MAP OR SURVEY uals ME loom TE0MCM.STANDARDS SET JOB NO. ROM SY THE FLORIDA BOARD OF PRO/EMONAL SURIc is&%WPEAS, IN DUP12R 81017-I.1LONDA ADSUSTRAm[CODE,PURSUANT TO RIJC sEC' FL UN♦72.077, A1tl0A STATUI2S, LESS OTIERNR AID E SNOW DRAFTER sTA1FD HEREON. THrs CRAWL SKEIMN,PLAT OR MAP IS FOR NIFORLNATIOHAL C p� DATE 8-1-09 PATPOSES ONLY�ANpD�IS NOT VALID.(CHAPIIR 11017-1,FLORIDA arY&Associates AOIO1S1RATTE 000,UNLESS IT SEARS THE)ONA1URE AND DE PROFESSIONAL SURVEYORS t MAPPERSRIO WS ONAL RCD REAL Or A PUMA uaDss.D SURVEYOR AND RAPPER. Ls N0.373i 1^s200' xw atorN PONT Rao SCALE =`b ip 3a3o CRrIN 3 3us7 L paN)SSatma CHECKED 8 DENNIS E. ELSWICK, P.S.M. CERT. NO. 3190 OR BK 3192 PG 85 MAP SHOWING THE CLARKE'S MILL GRANT, SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA '1 ‘It\ \ / \ - �� % \i / J, / y,•ry iceA S //// ( i`, / / , // / / // / A // /3- / G / / / / ...../ �c�)�N1 O // S , /...,- ../ / � t pG / // L•105125' �l FPS�g0. / / R.4721.00' Q ,�� OR // RIW S�f -i C •t1 oe'.M7CEriserw �Q.oi itit ,-csz- / L'i N� 0 RrIOII.94' / ?CO _Z ; 01.,G07.D3' / 03.4170'42.12'M 1r1, �. 0 R— GRAPHIC SCALE ow=Lea v$ V 2C0 D too 200 I / ce.«7orr, , w �,... / / I ( IN FEET ) / 1 inch = 200 rt MATCH UNE/ /_ _ jET 9 — — — — SHEET 8 fY X AMENDED 2-1-10 TO RENSE LEGAL DESOOPTRON ALx1-. 4crg AuGilsItAvuT SHEET 9 OF 13 2009-187 THIS MAP OR SURVEY MEETS,tE IOWA T[WIIDAI.STANDARDS SET JOB NO. IN CliAPIER r ' PPERS SIDI7 Aaare ARIDA WARD OF T 000E AML SURVEYORS NT TO �� SECTION HEREON. PUMA STATUTES.UNLESS OTIE7tNf5£91011Iq AND J DRAFTER STATED REReEDN 1 IRIS DRAwI0 SImaR,PLAT OR MAP IS FOR OfORYA11ONAL p�� DATE 6-1-09 PURPOSES ONLY MO IS NOT'AMA.(CHAPTERI1017-I,fl A ocASsociates ADUI ISTRARW CCM UNLESS R SEARS RE SIGNATURE MO THE PROFESSIONAL SURVEYORS S MAPPERS MOO&FLAMED SEAL OF A FLORIDA UMW)SURvE GR AND MAPPER. u NO.3731 SCALE 1-=200' dC. .___ —ffs".4J1 ALCKSORRUE.ON A 322s7 (ow)a c-znci "`CHECKED BY * DENNIS E. ELSWICK, P.S.M. CERT. NO. 3190 `� OR BK 3192 PG 86 MAP SHOWING THE CLARKE'S MILL GRANT, SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA ' ' , 1 — —MATCH LUNEL L!_ H — I 1 I 1 I SHEET 10 so' PERMANENT--/ EASEMENT -t r— 20'25 Trupo4RY C� ,Q EASEMENT 're S I J Oti 38�-q,yT F w1 r: ;1:r D 2 GRAPHIC SCALE p In N-AO J �D o too 200 ( tN FEET ) MI y 1 inch — 200 ft g10 cAti t \) Point E ° lti Reference\ 1 Reference point »SM\�, �i11 ) l IlI j I 1 Ihi.' I I l r -. 1 PIa MATCH UNE 1 I! 1 SHEET!(10 — - - — ! r71 1 —ISHEE Tr 9 III I I AMENDED 2-1-10 TO REVISE LEGAL 0ESCAPTt0N Au AV Auc,NtigAh- SHEET 10 OF 13 2009-187 THIS IMP OR S NICY MEETS THE IINSIM MINIM STANDARDS SET JOB NO. FORTH BY THE RONDA BONO as PPICFESSIONAL SJRKYORS it MAPPERS. M OIAAVIER�t017-B,fl. A"IANS'IRAA\E CmE.PMlSUNNT TO MX SECRON gZ027.FtOPoDA STAIUIES UPAESS OTTEAMSE SNOIM/ AHD DRAFTER - MISSTA D HEREON. NIC lary MIS aurPNo xETal PUT OR MAP d ma tIIFORMATIDNAL Clary,,,„ DATE 6-1-09 Puy/POSES ONLY APO a NOT YAW.(CHAPTER e1017-0,FLORIDA OGAssociates ADMNSTRATIYE IAAFSF A FS IT BEARS THE SIGNATURE ANDSI THE PROSIONAL.SURiVEYORS 6 MAPPERS Ze-- -&'. OANI FESSCALE 1--200 JAR>Kldhtlt,(B04)240-27FIANOA 32257 OR BK 3192 PG 87 MAP SHOWING THE CLARKE'S MILL GRANT. SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA 144,4114 Colt Fir I GUSTAF . 1 O 99 PG-.. INC. 263 tip I krf • I I C) I I � i H � la t ill m"re, �,1 ;i1 —4I q J ( 1 GRAPHIC SCALE c I I 200 0 Too 200 -73 2g ism L1, ( 1N �r ) !ol13 1- I ` 1 inch — 200 ft. 0 22CD 1•1 1 � `1 ` cec cFi J `� aR 8g P Eq$£ �� kic %c'� �� c229MCNT_��. H- FIN• I ` 1 , , Ia, i EA PdWAHENT--.1 J l EASEMENT ( � � 20.00' 20. I _MATCH LINE L . ir 1 4 ( I SHEET 10 AMENDED 2-1-10 To REMSE LEGAL DESCRIPTION Ott--4,1eAJA1V ALA(Balm r SHEET 11 OF 13 2009-187 THIS MAP OR SURVEY MEETS NE IaS1M TECHNICAL STANDARDS SET JOB NO. FORTH BY DE IN TER 1017 ,FLORIDAf1 A Aaues irvE 00 PURSUANT T MJC SECTION 472027,fl.ORITA STATUTES.UNLESS OTHERM MORN OTN AND DRAFTER STATED NE]IEON ��a_ _ TM oaxnlo s+aTa+ PLAT OR MAP Is FOR EE=oRYAT1ONAL fvp� 6-1-09 PURPOSES PLY NO IS NOT VALE. (CHAPTER S{OI7-S,FLORIDA OGASSOC1atCS DATE ADASNSTRATTE CODE),um Ess IT BEARS DIE MATURE AID THE PROFS Y ;MAPPERS RAISED SEAL OP A M1CIDA DOMED SURVEYOR AND MAPPER Ls 37r 1 200 ]610 CROWI PONT R0A0 SCALE f, +AncsaMlltLL►1. A 322 7 v (SOS) ��ssoc.cw CHECKED B DENNIS E. ELSWICK, P.S.M. CERT. NO. 3190 OR BK 3192 PG 88 MAP SHOWING • THE CLARKE'S MILL GRANT, SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA 50' PERMANENT EASEMENT A PORTION Of CLJNCH ESTATE. AS RECORDED IN PLAT BOOK 1, PAGES 31 THROUGH 34, INCLUSIVE OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA, LYING IN THE CLARKE'S MILL GRANT, SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST, SAID CLAY COUNTY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COI. ENC.F AT THE SOUTHWEST CORNER OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS 2964, PAGE 1186 OF SAID PUBLIC RECORDS` THENCE NORTH 0214'10' EAST, ALONG THE EASTERLY RIGHT OF WAY LINE OF COUNTY ROAD 15A (A 100 FOOT RIGHT OF WAY. AS NOW ESTABLISHED), 327.90 FEET; THENCE SOUTH 6519'45-WEST, 112.14 FEET TO THE WESTERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD 15A AND THE POINT OF RF( NNING• THENCE SOUTH 0214'10' WEST, ALONG LAST SAID LINE, 58.07 FEET; THENCE SOUTH 6519'45 VEST. 214.37 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 40212.00 FEET, AN ARC DISTANCE OF 123.47 FEET. SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE Of SOUTH 65'24'58' WEST, 123.47 FEET; THENCE SOUTH 63'25'54" WEST, 300.57 FEET TO THE ARC OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY. ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 40224.00 FEET, AN ARC DISTANCE OF 1304.82 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 8811'45' VEST, 1304.76 FEET; THENCE SOUTH 85'43'08" WEST. 300.73 FEET TO THE ARC OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHWESTERLY. HAVING A RADIUS OF 40238.00 FEET, AN ARC DISTANCE OF 169.41 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 6870'25' VEST, 169.41 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 6B'27'39' WEST, 434.33 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 3832.00 FEET, AN ARC DISTANCE OF 821.06 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE Of SOUTH 6219'21' WEST, 819.49 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 5811'04' VEST, 1319.85 FEET; THENCE SOUTH 69'20'58'WEST, 427.73 FEET; THENCE SOUTH 8012'22" VEST, 2330.01 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING WESTERLY; THENCE WESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 4808.00 FEET, AN ARC DISTANCE OF 1550.03 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 89'26'31' WEST, 1543.33 FEET; THENCE NORTH 7716'24' WEST. 339.50 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING WESTERLY; THENCE WESTERLY, ALONG AND AROUND THE ARC OF SAD CURVE. CONCAVE NORTHERLY, HAVING A RADIUS OF 4796.00 FEET, AN ARC DISTANCE OF 1099.94 FEET. SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 70'42'12' WEST, 1097.53 FEET; THENCE NORTH 21'04'04' WEST, 931.33 FEET TO THE POINT HEREINAFTER REFERRED TO AS RFEF9FN E POINT 'A'• THENCE RETURN TO THE POINT OF RFONNRN( THENCE SOUTH 6519'45' WEST, 239.75 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 40162.00 FEET, AN ARC DISTANCE OF 124.22 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 652500' WEST, 124.22 FEET; THENCE SOUTH 63'25'54" WEST, 300.39 FEET TO THE ARC OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHWESTERLY. HAVING A RADIUS OF 40174.00 FEET, AN ARC DISTANCE OF 1303.01 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 66'S1'SO' VEST. 130295 FEET; THENCE SOUTH 65'43'06' VEST, 300.55 FEET TO THE ARC OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHWESTERLY. HAVING A RADIUS OF 40188.00 FEET, AN ARC DISTANCE OF 168.11 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 68'20'28' WEST, 168.11 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 68'27'39' WEST. 434.33 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHWka1EHLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHEASTERLY. HAVMIG A RADIUS OF 3882.00 FEET, AN ARC DISTANCE OF 831.77 FEET. SAID ARC BONG SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 6219'21' VEST, 830.18 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 5811'04" WEST, 1314.08 FEET; THENCE SOUTH 69'20'58' VEST, 417.21 FEET; THENCE SOUTH 8012'22' WEST, 2325.26 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING WESTERLY; THENCE WESTERLY. ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHERLY. HAVING A RADIUS OF 4758.00 FEET, AN ARC DISTANCE OF 1532.15 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 89'25'52' WEST, 1525.54 FEET; THENCE NORTH 7716'24' WEST, 337.72 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING WESTERLY; THENCE WESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 4746.00 FEET, AN ARC DISTANCE OF 1068.79 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 70'49'19' WEST, 1086.53 FEET TO AN INTERESECTION WITH A UNE LYING 20.00 FEET NORTHEASTERLY OF AND PARALLEL TO THE SOUTHWESTERLY UNE OF A 110 FOOT FLORIDA POWER AND UGHT EASEMENT, DESCRIBED AND RECORED IN OFFICIAL RECORDS 480, PAGE 110 OF THE PUBLIC RECORDS OF SAID CLAY COUNTY; THENCE NORTH 21'04'04' WEST, ALONG LAST SAID UNE. 916.75 FEET; THENCE NORTH 32'36'44' WEST, CONTINUING ALONG LAST SAID LINE, 2325 FEET. MORE OR LESS, TO THE CENTERUNE OF GOVERNORS CREEK. ALSO BEING THE SOUTHEASTERLY UNE OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS 99, PAGE 263 OF THE PUBUC RECORDS CC SAID COUNTY; THENCE SOUTHWESTERLY, ALONG LAST SAID LINE, 50 FEET, MORE OR LESS. TO AN INTERESCTION WITH A LINE BEARING NORTH 32'56'44"WEST, FROM AFORESAID REFERENCE POINT 'A'• THENCE SOUTH 32'56'44' EAST, ALONG LAST SAID LINE. 2330 FEET. MORE OR LESS, TO SAID REFERENCE POINT 'A' AND CLOSE. CONTAINING 16.03 ACRES, MORE OR LESS. A,IENDED 2-1-10 TO REMSE LEGAL DESCRIPTION ALTETzrLATO Ao.. 4 MT SHEET 12 OF 1.3 2009-187 Dab MAP OR SURVEY MEETS THE MNMN TEGINCAL STANDARDS SET .NOB NO. FORTH 9Y THE FLOISDA BOARD OF PROFISSIONPL SURVEYORS k MAPPERS. N CHAPTER 61017-II,FLORIDA AOIIISTRATINC CODE.PURSUANT TO Mom. 3EC11011 472027,FLORIDANLESt STATUTES.U OTIEAMSE SHOW(NC DRAFTER STATED HEREON. THS ORAWNO, SKETCH.PLAT OR MAP IS FOR INFORMATIONAL /� DATE 6-1-09 PURPOSES ONLY A HOT VAIN.(CHAPTER 61017-I.FLORIDA Kf♦,$$OGIatCS AND S ACMIR TRATIVE CODE),UNLESS R SEARS INK SIGNATURE NC DC PROFESSIONAL SURVEYORS 6 FLIPPERS OIUCIIIAL RASED SEAL CF A FLORIDA U(ZHISED SURVEYOR NC MAPPER. LI NO.3731 SCALE 1 "200' R 7 (SOO 200-1703 PRECL IRYASSOC.COM CHECKED 8 . DENNIS E. ELSWICK, P.S.M. CERT. NO. 3190 OR BK 3192 PG 89 MAP SHOWING THE CLARKE'S MILL GRANT, SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA 25' TEMPORARY EASEMENT A PORTION OF CLINCH ESTATE. AS RECORDED IN PLAT BOOK 1, PAGES 31 THROUGH 34, INCLUSIVE OF THE PUBLIC RECORDS OF CLAY COUNTY. FLORIDA. LING IN THE CLARKE'S MILL GRANT, SECTION 38, TOWNSHIP B SOUTH, RANGE 26 EAST. SAID CLAY COUNTY, BONG MORE PARTICULARLY DESCRIBED AS FOLLOWS: 011111FNF"E AT THE SOUTHWEST CORNER Cr THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS 2964, PAGE 1188 OF SAID PUBLIC RECORDS; THENCE NORTH 0214'10' EAST, ALONG THE EASTERLY RIGHT OF WAY LINE OF COUNTY ROAD 15A (A 100 FOOT RIGHT OF WAY, AS NOW ESTABLISHED). 327.90 FEET; THENCE SOUTH 6519'45" WEST, 112.14 FEET TO THE WESTERLY RIGHT OF WAY UNE OF SAID COUNTY ROAD 15A AND THE PANT OF BEGMNWG: THENCE SOUTH 6519'45- WEST. 239.75 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHWESTERLY. HAVING A RADIUS OF 40162.00 FEET, AN ARC DISTANCE OF 124.22 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 652.5'00" WEST. 124.22 FEET; THENCE SOUTH 6325'54" WEST, 300.39 FEET TO THE ARC OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE. CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 40174.00 FEET, AN ARC DISTANCE OF 1303.01 FEET, SAID ARC BONG SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 6611'50- WEST, 1302.95 FEET; THENCE SOUTH 65'43'08' WEST, 300.55 FEET TO THE ARC OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS Cr 40186.00 FEET, AN ARC DISTANCE OF 188.11 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 68'20'28- WEST. 168.11 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 68'27'39" WEST, 434.33 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHWESTERLY: THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 3882.00 FEET, AN ARC DISTANCE OF 831.77 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 6219'21' WEST, 830.18 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 5611'04" WEST, 1314.08 FEET; THENCE SOUTH 69'20'58' WEST. 417.21 FEET; THENCE SOUTH 8012'22' WEST, 2325,26 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING WESTERLY; THENCE WESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE. CONCAVE NORTHERLY, HAVING A RADIUS OF 4758.00 FEET, AN ARC DISTANCE OF 1532.15 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 89'25'52" WEST, 152534 FEET; THENCE NORTH 7718'24' WEST, 337.72 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING WESTERLY; THENCE WESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE. CONCAVE NORTHERLY, HAVING A RADIUS OF 4746.00 FEET, AN ARC DISTANCE OF 1068.79 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 70'49'19" WEST, 1066.53 FEET TO AN INTERESECTION WITH A UNE LYING 20.00 FEET NORTHEASTERLY OF AND PARALLEL TO THE SOUTHWESTERLY UNE OF A 110 FOOT FLORIDA POWER AND UGHT EASEMENT, DESCRIBED AND RECORED IN OFFICIAL RECORDS 480, PAGE 110 OF THE PUBUC RECORDS OF SAID CLAY COUNTY; THENCE NORTH 2104'04' WEST, ALONG LAST SAID UNE, 918.75 FEET TO A POINT HEREINAFTER REFERRED TO AS REFERENCE POINT 'B'. THENCE RETURN TO THE POINT OF RFFSNNING' THENCE NORTH 0214'10" EAST, ALONG THE AFORESAID WESTERLY RIGHT OF WAY UNE OF COUNTY ROAD NSA, A DISTANCE OF 28.03 FEET; THENCE SOUTH 8519'45' WEST, 252.44 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHWESTERLY. HAVING A RADIUS OF 40137.00 FEET, AN ARC DISTANCE OF 124.59 FEET, SAID ARC BONG SUBTENDED BY A CHORO BEARING AND DISTANCE OF SOUTH 65'25'02"WEST, 124.59 FEET; THENCE SOUTH 63'23'54" WEST, 300.29 FEET TO THE ARC OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 40149.00 FEET, AN ARC DISTANCE OF 1302.11 FEET, SAID ARC BONG SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 66'51'52"WEST, 1302.05 FEET; THENCE SOUTH 85'43'08"WEST, 300.45 FEET TO THE ARC OF A CURVE LEADING SOUTHWESTERLY, THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE. CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 40181.00 FEET, AN ARC DISTANCE OF 167.46 FEET, SAID ARC BONG SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 6820'29"WEST, 187.48 FEET TO THE PONT OF TANGENCY OF SAD CURVE; THENCE SOUTH 68'27'39' WEST, 434.33 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE. CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 3907.00 FEET, AN ARC DISTANCE OF 837.13 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 8219'21' WEST, 835.53 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 5611'04' WEST. 1311.19 FEET; THENCE SOUTH 69'20'58' WEST, 411.95 FEET; THENCE SOUTH 8012'22" WEST, 2322.88 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING WESTERLY; THENCE WESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHERLY. HAVING A RADIUS OF 4733.00 FEET, AN ARC DISTANCE OF' 1523.21 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 8925'33" WEST, 1516.64 FEET; THENCE NORTH 7716'24" WEST, 336.84 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING WESTERLY; THENCE WESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHERLY. HAVING A RADIUS OF 4721.00 FEET. AN ARC DISTANCE OF 1053.25 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 70'52'56' WEST, 1051.08 FEET; THENCE NORTH 2104'04- WEST, 909.41 FEET; THENCE NORTH 32.58'44' WEST, 2325 FEET, MORE OR LESS, TO THE CENTERLINE OF GOVERNORS CREEK ALSO BONG THE SOUTHEASTERLY UNE OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS 99, PAGE 263 OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTHWESTERLY, ALONG LAST SAID UNE, 25 FEET. MORE OR LESS, TO AN NTERESCTION WITH A LINE LYING 20.00 FEET NORTHEASTERLY OF' PARALLEL TO THE AFORESAD SOUTHWESTERLY UNE OF A 110 FOOT FLORIDA POWER AND LIGHT EASEMENT, SAID UNE BEARING NORTH 32'58'44"WEST, FROM AFORESAID REFERENCE POINT "B'• THENCE SOUTH 32'58'44" EAST, ALONG LAST SAID UNE, 2325 FEET, MORE OR LESS, TO SAID REFERENCE PONT AND CLOSE. CONTAINING 7.99 ACRES, MORE OR LESS. AAES4DED 2-1-10 TO REVISE LEGAL DESCRIPTION Ai-T etzMATE A&1G.JI4&rtr SHEET 13 OF 13 2009-187 TMS MAP OR SURVEY MELTS THE INOIIN IE0141CN,STANDARDS SET JOB NO. FORTH IIY THE FLORIDA 60AR0 9F PROFESSIONAL SURVEYORS t YAPPERS. N CHAPTER 61017-8,FLORIDA AOINSTRATIYE CODE.PURSUANT TO MJC SECTION 472.027,FLORIDASTATUTES,UNLESS 01TERMSE SHOWN AND DRAFTER STAND Clary THIS ORAMRO,SKETCH.PLAT OR MAP IS FM RFdb1A7NONAL DATE 6-1-09 PISS YAW.AND IS NOT VA .(CHAPTER 01917-s.fl. A . OCASSOciat.CS UNLESSAININISTRATIVE CODE). IT SEARS OISODU aN FI, 0A �DONATOR( AND MAPPER. PROFESSIONAL SURVEYORS MAPPERS uNI0.3TA• DUO CRC/991 Pala�pAp SCALE 1'�200' G�..�v� RORrA 32257 (604)2DP-270. CHECKED Berc DENNIS E. EISWICK, P.S.M. CERT. NO. 3190 OR BK 3192 PG 90 EXHIBIT "B" Attached to and made a part of that certain NATURAL GAS PIPELINE EASEMENT dated , 2010 by and between Buttercup Enterprises, LLC, a Florida Limited Liability Company, as Grantor, and Peoples Gas System, a division of Tampa Electric Company, as Grantee Entrance Monuments encompassing approximately a 50 x 50 area for the Governors Park Development 446-40341101 I 1t2twml ISnje6 OR BK 3192 PG 91 s L 3, . p',I i �o PF� ss . t' `E tr >!' ss . •a A. ' It i !! I . o a P a co...., - -„n ., vn po, go.00{ — lot, .. ♦vn __•.nog 4 f a \ iiiii Illo' ii \ / ;:ti i i 1..........,„ : 1 1 _! C __ i t, Pi. -,,, iil , , _ ) \y ...".:4-44-0 -\\ ., '2J 4O. P '' I ala y-. Y • 7 � P1i O. f' ;� J 6 I I P 1_________ !, �° yt , di. I ., i PF — -- — ii if l if2fsliii I ` :6�l:B .„..„.24,-- \ Earl —q oo.x, .-oavn _--�:M.. oo.ncL avn 0 f , 110qj ` .. fix. it/ROFI i, 4E1,42 1 1 EXHIBIT B PLANS i a E o MATCH LINE STATION 20+00 SEE •64 SHEET C-3.0 M FUTURE LIMITED ACCESS o R/W (BY OTHERS) ti M INSTALL (4) 16" 45' BENDS - A ".& - � ON FM AND (4) 16" 45' -- 50'CCUA o BENDS ON RCW TO PASS ILL PROPOSED R/W z UNDER EXISTING GAS MAIN. I I. c3i w �!v5' MIN. FROM EDGE 50'AME GAS PIPELINE OF EASEMENT I f ce 3 EASEMENT (TRACT (BEGIN BENDS MINIMUM 10' a MINIMUM 8'FACE TO O 23.000) O.R. 3486 FROM FACE OF GAS MAIN, o O MINIMUM 3' SEPARATION 1 FACE BETWEEN PIPES X PG.1349 (LOCATE GAS FUTURE FIRST COAST EXPRESSWAY °' m •.O BEFORE CONSTRUCTION) VERTICALLY) ��� O I I ■ 'I (STATE ROAD NO. 23) o F o 0 n �Q / FUTURE RCW PIPELINE a o 0, STATION 12+33 18" HDPE DIPS DR-11 FM BY HDD � �) 16" C900 DR18 PVC-FM 16"X22.5 BEND -MJ (RJ) 3 I o v BY OPEN CUT REST. W/ MEGALUGS AND HARNESS N=2041960.27 PROFILE & CONSTRUCTION w E=433797.55 JOIM DEFLECTION ALIGNMENT z /V 16" PVC-RCW BY OPEN 4 STATION 17+75 r CUT 1 N=2042278.23 rn w a f� E=433568.28 3 w' x z A M o z w m - CROSS SECTION LOCATION I STATION 12+41 < El cii o z STATION 11+00 I 16"X11.25 BEND -MJ (RJ) JOINT DEFLECTION L. STATION 17+75 18" HDPE DIPS DR-11 RCW BY HDD z E (SEE SHEEP C-50.0 FOR REST. W/ MEGALUGS AND HARNESS - N=2042269.57 c .t E rc ALL CROSS SECTIONS) N=2041968.67 E=433572.09 o E=433804.75 2 g �,oF3yT 16" C900 DR18 PVC-FM rc 3 ( N 3 `._ y ' BY_OPEN CUT u / w c a M STATION 12+64 1 \ 16" C900 DR18 PVC-RCW �' titii;t: A'Ch, 16"X11.25 BEND -MJ (RJ) JOINT DEFLECTION I BY OPEN CUT 6+ LLJ \ REST. W/ MEGALUGS AND HARNESS _ T- a c q q\ S=2042306.33 3 w-• a 0 0 LLJ C C �� N=2041971.53 0 FS�\q�\ \S E=433795.08 E`4i3�46.97 u Mp cw 'Ye ry, STATION i 6+30 as - 16" GATE VALVES .- z o a o , \\`,\q, 16"X90 BEND -MJ (RJ) 3 PER CCUA STANDARDS a 8' MIN FACE TO FACE SEPARATION \''k. ,REST. W MEGALUGS AND HARNESS .. tt (TyP) o f / \ q 1 16" C900 DR18 PVC-FM N=2042311.84 3 may, by qch,ch. (INSIDE PROPOSED 30" I.D. ==433660.93 rc JOINT DEFLECTION 50' CCUA PROPOSED Fs, \ SA;�p \ STATION 16+93 q STEEL CASING}" WALL o EASEMENT 'Pei./, RCy, THICKNESS BY JACK & BORE) 16" C900 DR18 PVC-RCW - N=2042314.98 PLAN nl z _ ,, All, q % (INSIDE EXISTING STEEL CASING) + E=433643.15 r LA V • O vI� \ r,T gc1Y qc I oo \ of STATION 16+39 SCALE: 1"=40' s FUTURE POTABLE \ \ 1L L q w 16"X90 BEND -MJ (RJ) Iw WATER PIPELINE cw c , "u . ,,,ate �$® "' "`- REST. W/ MEGALUGS AND HARNESS e U o Fg+3 \ VVH t to"STEEL GAS DEPTH-:3.65 ur - -- --- E=433664.622 L _ m Feet w O G w_ , STATION 12+39 cly — RCW J Q 16"X22.5 BEND -MJ (RJ) 1 Rcw�l'�'"^v-13+o0 —�,,,"" n,�1a+a 15y Qo -- II q, 1lz+oSbae<I� RCw— I J • J REST. W/ MEGALUGS AND HARNESS I W I , A y, 'qn - A < U 12 -z N=2041958.14 ti= w CI- 1 ao z - E=433807.0_9 1 m I "-GAS MAIN - -. ON CC (n w w 80 80 Et CC w Lu w~ JI ` ` Q W IIEXISTING GROUND /N _ -_- CUUM75 — ,RFE VALVE/ \\ \ / --IO CC H o_Fa� 6' MINIMUM ` --� �i---_�_� /1���� - -i _ - ��"_-��•._i ``�_---.�--- .-..- --_`^_ Q Q ,.,- COVER EXISTING 14" NEW 16" C900 DR18 PVC-RCM 18" X tE" REDUCER "__-� w w �a 70 GAF_ MAIN (INSIDE EXISTING STEEL CASING) NEW 16:C000 DR18 FM 70 I j z,, 18" 11.25' BEND d F z NEW 16" C900 DR18 FM 18" HDDE MJ ADAPTER >LL _d 65 - 65 10)4. ,16" 45' BEND ,L.L.,.L'sO 40 NEW 16" C900 DR78 Uo� NEW 16" C900 DR18 3-OPVC-RCWUz MINIMUM 16" 45' BEND/< PVC-RCW NEW 30' I.D. STEEL CASING (}" WALL THICKNESS) I \E< 60 SEPARATIONJACK & DORE 60 E. (FOR FN LINE SEE PLAN VIEW) o 16" 45' BEND M w 2 3 o NEW 16" C900 DR18 PVC-FM o arc (INSIDE PROPOSED 30" I.D. STEELro- o 55 - - CeSINr }" W5LL THICKN€SS B" JACK - - 55 a F & BORE) RADIUS 145250 (HDD W��o (\\. a, 50 - - - - - 50 a =Lv7m . d O --.Qt.. . U Q U'.;.? 2 - Q W z 45 - NEW 18" HDPE DIPS DR-11 FM BY HDD 45 0 \ FU �o N NEW 18" HDPE DIPS DR-11 RCM BY HDD FILE SEE LEFT z- VERIFY SCALE 0.. U BAR IS ONE INLH ON LI' ORIGINAL DRAWING 40 40 0—1" U U N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 DATE MAY 2023 PROFILE PROJ. 100435.07 j2, SCALE:HOR.:1"=40' CONFORMED FOR CONSTRUCTION DWG. C-2.O .. VERT.:1"=4' \C".".......\\ : N W_t��i E s in • I OW- KANIE C S�P���OPO 13 r c, S O��.5-% 1 Ole JEA Natural Gas *** Pipeline l �uS��\n Easement I f �—c.r. I Fcr..• -- A z CCUA's Governors Park Plant Site ° S----j Disclaimer:The information displayed on this drawing or sheet is for a 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&awing.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. ---- 17.1g1 U A C kNi CO6". Title: �_ ` Clay County Utility Authority Area Map: JEA Natural Gas Pipeline Easemer t 3176 Old Jennings Road Info: Middleburg, Florida 32068-3907 Water Features Prepared by CCUAGIS Portal G Phone(904)272-5999 NM Gravity Sewer Features 1/31/2024,12:19:37 PM �� Conse vation.Commitment.Communhy f� Forced Sewer Features TYAUTHD 1 inch = 908 feet m Reclaimed Features