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R-2024-220 - 8/22/2024 RESOLUTION NO. R-2024-220 WHEREAS, Chapter 791 of the Texas Government Code, V.T.C.A., authorizes local governments and agencies of the state to enter into agreements with one another to perform governmental functions and services; and WHEREAS, the City of Round Rock wishes to enter into an Interlocal Agreement with the City of Georgetown regarding the encroachment of Georgetown wastewater and electrical facilities into Round Rock owned waterline easements, Now Therefore BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, That the Mayor is hereby authorized and directed to execute on behalf of the City an Interlocal Agreement between the City of Round Rock, Texas and the City of Georgetown, Texas regarding the encroachment of Georgetown wastewater and electrical facilities into Round Rock owned waterline easements, a copy of same being attached hereto as Exhibit "A" and incorporated herein for all purposes. The City Council hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended. RESOLVED this 22nd day of August, 2024. 1 CRA OR , Mayor City o Roun Pock,Texas ATTEST: AGAN S KS, Citg Clerk 0112.2024:4871-8176-0470 Exhibit "A" NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY DOCUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. INTERLOCAL AGREEMENT BY AND BETWEEN THE CITY OF ROUND ROCK AND THE CITY OF GEORGETOWN THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF WlLLIAMSON § This Interlocal Agreement by and between the City of Round Rock and the City of Georgetown ("Agreement") is entered into as of this day of , 2024 (the "Effective Date") by and between the City of Round Rock, Texas, a Texas home-rule municipal corporation ("Round Rock"), and the City of Georgetown, a Texas home-rule municipal corporation ("Georgetown"). BACKGROUND: WHEREAS, Chapter 791 of the Texas Government Code, entitled the "Interlocal Cooperation Act", allows local governments to contract with one another to perform governmental functions and services; and WHEREAS, Round Rock is the holder of two (2) water line easement recorded under Document Number 2002072796 and Document Number 2020133862 of the Official Public Records of Williamson County, Texas (the "Round Rock Water Line Easements") containing a water line and related facilities therein (the "Round Rock Water Line Facilities"), the terms of which Round Rock Water Line Easements provide, in pertinent part, that the grantor of such water line easements "will not convey any other easement or conflicting rights within the..." area "covered by this grant... without the express written consent of Grantee, which consent shall not be unreasonably withheld"; and WHEREAS, the boundaries of the Round Rock Water Line Easements are further described and depicted on Exhibit "A" and Exhibit `B" attached hereto (the "Round Rock Water Line Easement Areas"); and WHEREAS, Georgetown has requested Round Rock's consent to cross the Round Rock Water Line Easement Areas and the Round Rock Water Line Facilities, for Georgetown's placement, construction, operation, repair, maintenance, replacement, upgrade, rebuilding, relocation and/or removal of electric utility and telecommunication lines and related facilities (the "Georgetown Electric Facilities"), and has correspondingly requested a grant of Interlocal Agreement by and between the City of Round Rock and the City of Georgetown Page 1 of 7 an electric easement (the "Georgetown Electric Easement") from AMFP N TX Commercial LLC—CHI Lot 2 Series, a Texas limited liability company; and WHEREAS, the boundaries of the Georgetown Electric Easement are further described and depicted on Exhibit "C" attached hereto (the "Georgetown Electric Easement Area"); and WHEREAS, Georgetown has also requested Round Rock's consent to cross the Round Rock Water Line Easement Areas and the Round Rock Water Line Facilities, for Georgetown's placement, construction, operation, repair, maintenance, replacement, upgrade, rebuilding, relocation and/or removal of a wastewater system and lines and related facilities (the "Georgetown Wastewater Facilities"), and a wastewater easement (the "Georgetown Wastewater Easement") has correspondingly been dedicated to Georgetown on the plat recorded under County Clerk's File Number 2020145589, Official Public Records of Williamson County, Texas; and WHEREAS, the boundaries of the Georgetown Wastewater Easement are further described and depicted on Exhibit "D" attached hereto (the "Georgetown Wastewater Easement Area"); and WHEREAS, Round Rock is willing to consent to (i) the Georgetown Electric Easement and the Georgetown Wastewater Easement and Georgetown's related rights to place, construct, operate, repair, maintain, replace, upgrade, rebuild, relocate and/or remove the Georgetown Electric Facilities and Georgetown Wastewater Facilities therein, and (ii) the Georgetown Electric Easement, the Georgetown Wastewater Easement, the Georgetown Electric Facilities, and the Georgetown Wastewater Facilities crossing the Round Rock Water Line Easement Areas and the Round Rock Water Line Facilities, as specifically described and shown on the attached drawings marked as Exhibit"E", but in order to ensure that Round Rock can continue to safely and efficiently carry out the purposes of the Round Rock Water Line Easements, Round Rock has requested that Georgetown agree to the terms set forth herein; and WHEREAS, Round Rock and Georgetown are agreeable to such terms. AGREEMENT: NOW, THEREFORE, in consideration of the mutual covenants contained herein, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Round Rock and Georgetown agree as follows: 1. Construction and Crossing of the Water Line Easement Areas. Round Rock agrees to allow Georgetown to place, construct, operate, repair, maintain, replace, upgrade, rebuild and/or remove the Georgetown Electric Facilities and the Georgetown Wastewater Facilities in the location described and shown on the attached drawings, marked as Exhibit "F". As long as Georgetown places, constructs, operates, repairs, maintains, replaces, upgrades, rebuilds and/or removes the Georgetown Electric Facilities and the Georgetown Wastewater Facilities in such location, Round Rock shall not require, or otherwise force, Georgetown to Interlocal Agreement by and between the City of Round Rock and the City of Georgetown Page 2 of 7 move or relocate the Georgetown Electric Facilities or the Georgetown Wastewater Facilities from such location. Poles, manholes, boxes and vaults shall not be permitted within the Round Rock Water Line Easement Areas. Round Rock also consents to the grant of the Georgetown Electric Easement by AMFP IV TX Commercial LLC —CHI Lot 2 Series in the form attached hereto as Exhibit "G" and the dedication of the Georgetown Wastewater Easement pursuant to the plat recorded under County Clerk's File Number 2020145589, Official Public Records of Williamson County, Texas, subject to, and in accordance with, the terms and provisions set forth herein. 2. Maintenance of the Georgetown Electric Facilities and the Georgetown Wastewater Facilities. Georgetown may not relocate, modify, redesign, or enlarge the Georgetown Electric Facilities within the Round Rock Water Line Easement Areas or the Georgetown Wastewater Facilities within the Round Rock Water Line Easement Areas; provided, however that ordinary maintenance and repairs may be made to the Georgetown Electric Facilities and the Georgetown Wastewater Facilities within the Round Rock Water Line Easement Areas without the consent of the Round Rock so long as such maintenance and repairs are performed in such a manner as to maintain the Georgetown Electric Facilities and the Georgetown Wastewater Facilities as shown on Exhibit "F" hereto (such ordinary maintenance or repairs which meet the foregoing conditions being "Routine Maintenance"). Georgetown shall at all times conduct all of its activities within the Georgetown Electric Easement Area and the Georgetown Wastewater Easement Area in a manner that does not interfere with or prevent Round Rock's use of the Round Rock Water Line Easements. If at any time Round Rock, in its sole, but reasonable, discretion, determines that the safety, operation or maintenance of the Round Rock Water Line Facilities is adversely affected or impeded by the Georgetown Electric Facilities or the Georgetown Wastewater Facilities, Round Rock shall notify Georgetown, and Georgetown shall promptly take any and all necessary action to protect the Round Rock Water Line Facilities, as applicable, from such adverse condition. If Georgetown causes damage to the Round Rock Water Line Facilities, Georgetown shall be solely responsible for the costs of repair. 3. No Other Encroachments Permitted. Except as expressly permitted in the preceding paragraphs, no other encroachments shall be permitted within the Round Rock Water Line Easement Areas. 4. Maintenance of Georgetown Electric Facilities and Georgetown Wastewater Facilities. Georgetown, at Georgetown's sole expense, shall maintain and operate the Georgetown Electric Facilities and the Georgetown Wastewater Facilities, and Round Rock will not be responsible for any costs of construction, reconstruction, operation, maintenance or removal of the Georgetown Electric Facilities or the Georgetown Wastewater Facilities. 5. Entire Agreement. This Agreement contains the entire agreement of the parties hereto regarding the subject matter hereof and supersedes all prior or contemporaneous understandings or representations,whether oral or written,regarding the subject matter. Interlocal Agreement by and between the City of Round Rock and the City of Georgetown Page 3 of 7 6. Amendments. Any amendment of this Agreement must be in writing and will be effective if signed by the authorized representatives of the parties hereto. 7. Severability. The provisions of this Agreement are severable and, if any provision of this Agreement is held to be invalid for any reason by a court or agency of competent jurisdiction, the remainder of this Agreement will not be affected, and this Agreement will be construed as if the invalid portion had never been contained herein. 8. Governing Law. The parties expressly agree that this Agreement is governed by and will be construed and enforced in accordance with Texas law without respect to Texas' choice of law rules. 9. Notices. Any notices given under this Agreement will be effective if (i) forwarded to a party hereto by hand-delivery; (ii) transmitted to a party hereto by confirmed telecopy; or(iii) deposited with the U.S. Postal Service, postage prepaid, certified, to the address of the party indicated below: Georgetown: City of Georgetown Attn: City Manager P.O. Box 409 Georgetown, Texas 78627 Phone: (512) 930-3723 Round Rock: City of Round Rock Attn: City Manager 221 E. Main Street Round Rock, Texas 78664 Phone: (512) 218-5401 10. Cooperation. The parties hereto agree to cooperate at all times in good faith to effectuate the purposes and intent of this Agreement. 11. Payments from Current Revenue. Any payments required to be made by a party under this Agreement will be paid from current revenues and or other funds lawfully available to the party for such purpose. 12. Independent Relationship. Each party hereto, in the performance of this Agreement, shall act in an individual capacity and not as agents, employees, partners, joint ventures or associates of one another. The employees or agents of one party shall not be deemed or construed to be the employees or agents of the other party for any purpose. 13. No Third Party Beneficiaries. This Agreement is entered into for the sole and exclusive benefit of the parties hereto. Nothing in this Agreement, express or implied, is intended to confer or shall be construed as conferring any rights, benefits, remedies, or claims upon any other person or entity. Interlocal Agreement by and between the City of Round Rock and the City of Georgetown Page 4 of 7 14. Paragraph Headings. The paragraph headings are inserted for convenience of reference only and shall not affect the meaning or interpretation of this Agreement or any section thereof. 15. Successors and Assigns. This Agreement shall bind and inure to the benefit the parties hereto and their respective successors and permitted assigns, as applicable. 14. Counterparts. This Agreement may be executed in one or more counterparts, all of which together shall constitute the same instrument. [Signature Pages Follow] Interlocal Agreement by and between the City of Round Rock and the City of Georgetown Page 5 of 7 City of Round Rock, Texas, a Texas home-rule municipal corporation By: Craig Morgan, Mayor STATE OF TEXAS § COUNTY OF WILLIAMSON § This instrument was acknowledged before me on this the _ day of , 20 , by Craig Morgan, Mayor of City of Round Rock, Texas, a Texas home-rule municipal corporation, on behalf of said corporation. Notary Public, State of Texas ATTEST: Meagan Spinks, City Clerk Interlocal Agreement by and between the City of Round Rock and the City of Georgetown Page 6 of 7 City of Georgetown, a Texas home-rule municipal corporation By: David Morgan, City Manager STATE OF TEXAS § COUNTY OF WILLIAMSON § This instrument was acknowledged before me on this the day of , 20 , by David Morgan, City Manager of City of Georgetown, a Texas home-rule municipal corporation, on behalf of said corporation. Notary Public, State of Texas ATTEST: Robyn Densmore, City Secretary APPROVED AS TO FORM: Skye Masson, City Attorney Interlocal Agreement by and between the City of Round Rock and the City of Georgetown Page 7 of 7 EXHIBIT "A" TO INTERLOCAL AGREEMENT BY AND BETWEEN THE CITY OF ROUND ROCK AND THE CITY OF GEORGETOWN i 2�. .ide Waterline Easement Page 1 of 2 DESCRIPTION FOR A 2.142 ACRE, WATERLINE EASEMENT OUT OF THE I. PATTERSON SURVEY, ABSTRACT NO. 502, AND THE FRANCIS A. HUDSON SURVEY, ABSTRACT NO. 295, IN WILLIAMSON COUNTY, TEXAS, SAID £A§EMENT BEING A PORTION OF THAT CALLED 185 ACRE TRACT CONVEYE `TO C. A. BARTON, ET. AL., BY DEED RECORDED VOLUME 319 ON PAGE 4-017 THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS AND-'PlIG MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS F6JI'OWS!. BEGINNING FOR REFERENCE an iron rod found for the most y,southeast corner of that called 82.8658 Acre tract of land conveyed to Wiliioi") IleyCharitable Trust by Deed recorded as Document No.9873761 of the 'P4Itcial Records of said county,same being the northeast comer of that called 0.50,"'tract of land conveyed to Capitol City Oil Company by deed recorded in Volwn ;T'age S7 of the Official Records of said county,and said point being on thew a of i� 185 Acre tract; THENCE with the west line of said 185 Acre tract, e east'line of said 82.8658 Acre tract,N 20°45'46"W for a distance of 345.36 fpet\the most northerly southwest comer and POINT OF BEGINNING hereof; THENCE continuing with the west line of*d 85 Cie tract,and the east line of said 82.8658 Acre tract, N 20°45'46" W Z .00 feet to the northwest corner hereof; THENCE departing said line, n or of said 185 Acre tract, the following eleven(11)courses and distan 1) N 67'57'36 1 feet to an angle point hereof, 2) S 20°4 "E a dis of 253.66 feet to an angle point hereof, 3) N 69°00'52 E adistan a of 87.96 feet to an angle point hereof, 4) S�%"E E a distance of 259.85 feet to an angle point hereof, 5) a distance of 828.00 feet to an angle point hereof, Q 6) °2 "W a distance of 10.00 feet to an angle point hereof, 4141"E a distance of 148.00 feet to an angle point hereof, 0 8) 21°25'19"E a distance of 10.00 feet to an angle point hereof, N 68°34'41"E a distance of 1557.68 feet to an angle point hereof, 10) N 23.48'00"E a distance of 62.92 feet to an angle point hereof,and 11) N 68°48100" E a distance of 51.70 feet to a point on the east line of said 185 Acre tract, same being the west line of County Road 116, for the northeast corner hereof; THENCE with the east line of said 185 Acre tract, and the west line of said County Road 116, S 21°17'31" E a distance of 25.00 feet to a point for the most northerly southeast corner hereof; THENCE departing said line,through the interior of said 185 Acre tract,the following seven(7)courses and distances: 1) S 68°48100"W a distance of 41.38 feet to an angle point hereof, 2) S 23.48'00"W a distance of 69.96 feet to an angle point hereof, EX i ll- f %\A," 2C ide Waterline Easement Page 2 of 2 3) S 68'34'41" W a distance of 2559.10 feet to a point on east line of that called 0.696 Acre tract of land conveyed to the City of Round Rock by deed recorded in Volume 547, Page 122 of the Deed records of said county for an angle point hereof, 4) with the east line of said 0.696 Acre tract, N 21°07'08" W a dis ce of 2" feet to a point for the northeast comer of said 0.696 Acre tract, aq e hereof, 5) with the north line of said 0.696 Acre tract, S 69000152".- of 88.09 feet to a point for an angle point hereof, 6) departing the north tine of said 0.696 Acre tract, a distance of 253.29 feet to an angle point hereof,and 7) S 67'57'36" W a distance of 15.00 feet to O BEGINNING and containing 2.142 Acres of land more or less:'; All bearings are grid bearings based on the To Coordinate System,Central Zone,NAD83,per GPS Survey Performed�July,2 1. BAKER-AICKLEN&ASSOCIATES C. 203 E.Main Street,Suite 201 wrence A.Hunt 7 02,10 2— Round Rock,TX 78664 -R-P.L.S.#4328 "00 ,cw¢.-*� WAFROACM14MWESi41 AR7 N-ESMTdoc OF •�� 295-716-20 �.GEgFO I LAtFKP CE A HUNT v`•4 4328 Fcssa�JO SUR1� 00 0 1 0 2020133862 Page 5 of 9 EXHIBIT " A " County: Williamson Page 1 of 4 Project: Chapel Hill 9/29/2420 Halff AVO: 33984.06 EASEMENT BEING A DESCRIPTION OF 0.086 ACRE OF LAND(APPROX.3767 SQUARE FEEI}$EfNG()UT OF AND A PORTION OF THE J.S. PATTERSON SURVEY, ABSTRACT NO. 502�WILLJANFSON COUNTY, TEXAS, BEING OUT OF AND A PORTION OF THE CALLED 12.40 A�E T!?�CT OF LAND CONVEYED TO AMFP IV CHAPEL HILL LLC IN A SPECIAL WARRANTY'PWDATED JANUARY 30, 2020, RECORDED IN DOCUMENT NO. 2020010911 OF1CT1kL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS (O.P.R.W.C.T.), OUT QE D PORTION OF THE 3.74 ACRE TRACT OF LAND CONVEYED TO AMFP IV CHAPEL HILL UC IN A SPECIAL WARRANTY DEED DATED JANUARY 30, 2020, RECORDED IN DOCUMENT NO. 2020010911, O.P.R.W.C.T., AND OUT OF AND A PORTION OF THE CALLED 1.708 ACRE TRACT OF LAND CONVEYED TO AMFP IV CHAPEL HILL LLC IN A SPECIAL WARRANTY DEED DATED JANUARY 30, 2020, RECORDED IN DOCUMENT NO. 202001 100, O.PA.W.C.T., SAID 0.086 ACRE TRACT BEING MORE PARTICULARLY DESCRIBF�O Yl ,1 !€ S, AND BOUNDS AS FOLLOWS: r - COMMENCING at a 112-inch iron rod found in the existi right of-way line of Westinghouse Road(R.O.W,width varies)at the most southerly corn r fthe called 0.696 acre tract of land conveyed to City of Round Rock, Texas in Volume 47, iqe 1 1of the Deed Records of VVilliamson County, Texas and the remainder of the call ') e ct Of land Conveyed to Bill Nations (213 interest) MLL Horizon Investments, LLC (1/� erest),yl1aving Texas State Plane NAD83 (Central Zone) Grid coordinates of N=10184162.44 ail 31291 .411 THENCE North 68'33'41" East, with the existing north Hght-of-way fine of Westinghouse Road, being the south line of the remainder of the 3a".'1 acre tract, a distance of 702.92 feet to a 112-inch iron rod with"Halff"cap set at the southwr*Fthe said 1.708 acre tract, being the southeast corner of the remainder of the said 10.01 a t being a corner in the proposed northerly right-of-way line of Westinghouse Road: 0j` THENCE North 21°26'19" Wei proposed north right-of-way line of Westinghouse Road, being the common ti f rd 1. d,8 acre and the remainder of the said 10.01 acre tract, a distance of 13.59 feet to the 1 -rr", t with"Halff cap set at a corner in the proposed north right-of-way line of Westinghqu*e R ng the southwest corner of Lot 1, Block A of the proposed Chapel Hill Subdivision THENCE No 6 est, leaving the proposed north right-of-way line of Westinghouse Road, with the com it f the said 1.708 acre and the remainder of the said 10.01 acre tract, being the west line of Lot` 1, Bloc A of said proposed Chapel Hill Subdivision Section One, a distance of 14.95 feet to a calculated point in the north line of the remaining portion of a called 2.142 acre Waterline Easem,ont recorded in Document No.2002072796, O.P.R.W.C.T. for the POINT OF BEGINNING and "west corner of the herein described tract of land, having Texas State Plane NA083 (Central Zorid' ordinates of N=10184388.83 and E=3129648.88; 2026133862 Page 6 of 9 EXHIBIT" A " County: Williamson Page 2 of 4 Project: Chapel Hill 9129!2020 Halff AVO: 33984.06 THENCE North 21°26'19'West,with the common line of the said 1,708 acre and the rem4; er e said 10.01 acre tract, being the west line of Lot 1, Block A of said proposed Chapel Hiltubdivisidn Section One,a distance Of 15.00 feet to a calculated point in the south line of a proposed IS footwide proposed Public Utility Easement to be dedicated in said proposed proposed Chapel He ivision Section One, for the northwest comer of the herein described tract of land, fromwhicFl 11i i�ch iron rod with "Halff' cap set at point of curvature in said common line, and west lic�� Block A of said proposed Chapel Hill Subdivision Section One bears North 21026'19" a distance of 154.61 feet; THENCE North 69°31'43"East, with the south line of the said proposlic Uhl ity Easement,over and across Lots 1 and 2, Block A of said proposed Chapel Hill �Uwivisibn'$ection One, over and across the said 1.708 acre tract and the said 3.74 acre tract and �# �d 12. 0 acre tract, a distance of 301.42 feet to a calculated point at a northwesterly corner 4f e r er of the said 2.142 acre Waterline Easement, for the northeast corner of the herein d d' t of land,- THENCE and;THENCE South 21025'19" East, continuing over and across Lot 2, Block A of said proposed Chapel Hill Subdivision Section One,and the said 1 4qte�tr �4vith a westerly line of the remainder of the said 2.142 acre Waterline Easement, a i nee, 't$Qp feet to a calculated point at a corner in the north line of the said 2.142 acre Wats ine E t for the southeast corner of the herein described tract of land; \ / THENCE South 68°34'41"West, contir4ling over and across Lots 2 and 1, Block A, and the said 12.40 acre tract,the said 3.74 acre tract and thespid 1.708 acre tract,with a northerly line of the remainder of the said 2.142 acre Waterline Eas a distance of 301.37 feet to the POINT OF BEGINNING and containing 0.086 acre of land, r i re within these metes and bounds. NOTES: All bearing shown hereon n Texas Coordinate System of 1983, Central Zone_ All distances shown hereon a surficb distances. The Grid to Surface adjustment scale factor is 1.00012. I, Curtis Wayne Va Registered Professional Land Surveyor, do hereby certify that the above description is true correct to the best of my knowledge and belief and that the property described herein was detened by a survey on the ground under my direction and supervision between the months of April �cf June 2020. ?, W o �� 09!2912020 .OF TF Curtin yne os, R.P.L.S. Date �Q: �`s r ER •f �i ,gisteired Professional Land Surveyor Texas Registration No. 6614 �'' 1 o. Haiff Associates, Inc •�CURPS•WAYNE•WATTS TBPEI S�irm No. 10029607 f 6614 • p �• 9500 Amberglen Blvd., Bldg. F, Suite 125 9 •aF �:O �yo SSOD s Austin,Texas 78729 tj �� EXHIBIT `B" TO INTERLOCAL AGREEMENT BY AND BETWEEN THE CITY OF ROUND ROCK AND THE CITY OF GEORGETOWN 50'- j�/� J c �} HUDSON )TO ACCOMPANY DESCRIPTION LZ �,�1 y C'5 A. J�Ll DSO Y A 295 • = 1/2- IRON ROD FOUND - I_—____----------_—.------_---_---- O - CAPPED 1/2` IRON ROD SET ARtRIH(�T[LRG111tM d auerlr tRt an to r►IL u+nwr I YRL 4t!IR M P.o.B. J. PA77ERSaN A-��a2 O c) 'i ~;4M q R rr Y }g•± o .y O ^ J —^. NLINiCII so r404f tog", Y Z CD JNE ii w S�.ALE; 1100' 11 so r4048144'• SQi� Lr M f [ 3&Of A I LJ N rPfi • I o (D nE LI f M [ 10.r.t L! NlYb E au N ir/ [ aro 11 +rr [ rsooLp I L! !W48 • 4Uif ![YII • iRtt BEGIL10 •i�'0O 'RO'!ira r aodFREFEA. BA N. ET. AL. Q Y I � Y $ UM , P 524 R,rxCT Tutt r A b T1 $ IArow-M CAASEWNT CALL IBIS AC FIR T TRACT o �rn0 yh"z g Y rat " ro ` ro 50� x PORAR,'` SPACE ` m tt•� IrclrRoo EASEMEN , 0TJd V�II�IES) r!r!.«r NRoo \ not r �+o n• X !i~''Ir•ZSJXA TEMPORARY WORK .SPACE EAS MENT EXHIBIT 'A' CR 111 WESTINGHOUSE RD, J PAGE 1 OF 3 Baker-Aloklen MAY I.2002-REVISED PROPOSED WATERLINE BY: 'w. JR, ' ;' ®� A�i00U�e� Ine. EASEMENT AND TEMPORARY WORK SPACE n`� 285418:,-24 Enpiniirs Surviyorf EASEMENT BOUNDARIES. PLA3T�AT ^ y 1/29g_ File: W:\PROJE HqU _SEW ENTS\DWG\ESMT—BARTON.DWG RECORDERS MEMORANDUM All or pmts of the text on this page was not clearly legible for satisfactory recordation. SKETCH TO ACCOMPANY DESCRIPTION 91/2' IRON ROD FOUND 0 s CAPPED 1/2' IRON ROD SET J. PA7TE'RsOIy A--502 C. A. 13ARTON, ET. AL. VOLUME 319, PAGE 524 SCALE: 1'-100' W.C.D.R. CALLED 195 AC FIRST TRACT s n m / 5 0' m TEMPORARY WORK SPACE EASEMENT (WIDTH VARIES) w s'a• aeae ' �a e • •s es e' •ee•as'srWree•JQ' `\, TEMPORARY WORK SPACE EASEMENT CR IN WESTINGHOUSE RD. EXHIBIT 'A' O PAGE 2 OF 3 []� MAY f,2002-REVISED PROPOSED WATERLINE 8Y: W. J '% [Z� Brakor-AlcklonS A46001t21/4 IR0. EASEMENT AND TEMPORARY WORK SPACE J08. 718 £nQ/Mers Surveyors EASEMENT BOUNDARIES- File: V14PROJ HOUEASEIMENTS\DWG\ESWT-9ARTON.DWG RECORDERS MEMORANDUM All or parts of the text on this page was not clearly legible for satisfactory recordation. SKETCH TO ACCOMPANY DESCRIPTION LOO 1/2' IRON ROD FOUND CAPPED 1/1' IRON ROD SET T J. N —��C72 Inm 11 o r . W C49 ✓.CT70,y T O�yE. SCALE: 1'-100' -, 2 PR�C T 787 C. A. BARTON, ET. AL. iB v- Cn VOLUME 319, PAGE 524 n y W.C.D.R. -I CALLED 185 AC tt•.KCi T"Cr U �' FIRST TRACT tailuAWEASCfDfrZJ4r AC rvr A ' n �- - - x7 LOT — WES TINHOUSE RD. JOINT VENTURES LTD. - -- - ---- -- -- - -- --- — ,— �- -- - -- - L` 1772/876 S0� �° ' O.P.R.W.C.T. TEMPORARY WORK SPACE EASEMENT (WIDTH VARIX N&r34'4e E sr.", of 1 K TEMPORARY WORK SPACE EASEMENT--- LEE ASEMENT +.t'a+'4rrratuo' CR III WESTINGHOUSE RD. a MUf4£R KAAWt DItTINCE y� ` O U N t0.48 4f • 10.00 '1 11 N fr•t t 74 N.- 4 a ressw,E 1 Lt N t 4 E K. t N E JK r EXHIBIT 'A' O LI ta•. r tt � . ♦wot PAGE 3 OF 3 s N400 �Bakar-Alckla MAY 1, YOOY -REVISED PROPOSED WATERLINE BY: G.W. JR � j ba.. EASEMENT AND TEMPORARY WORK SPACE JO@ No 7111- EASEMENT BOUNDARIES. p�y� .h �i 7-_r Enp/n♦♦rs Surveyors F11e: W:VRO)Eg \Nbfj� - _ EASEMENTS\DWG\ESMT-BARTDN.DWG RECORDERS MEMORANDUM All or PSS of the text on this page was not c1earfY legible for satisfactory recordation. 33G&VCA [y8l.RVFyrSi9B40614AIlCOM WLE ALE: 1"= 100' AMFP IV CHAPEL HILL LLC, L4GRAFtIC SCALE ATEXAS LIMITED LIABILITY COMPANY CALLED(3.74 ACRES) FRANCISSECTION NO.O 7SON SURVEY, DOC NO.2020010911 1,0 100 ABSTRACT NO. 295 O.PR.W.C.T. N • wil�6 P,OdF�LwD APPROX. SURVEY LINE SEE SHEET 4OF4 �% � {oR.AS NOT 1 J. S. PA T TERSO SURVEY, FOR LINEICURVE TABLESP� •FORBBT' -• FOR ONA%T"QAPve� -` ABSTRACT NO. SO2 LOT 1.BLOCKA J --t�r3,--arz3•v "F ORE3,l''Q'APPWJp � n cALcuLAr�o Qq(Nr PROPOSE D CHAPEL HILI_ D.R.W.C.T DEEDRECOR06 SIJHDIVISIONSECTIONONF /N311343 1 OF WIWAAASON00 OF Q��....... .5 T (832.22'35'E) OFFICIALPUBLIC RECORO$ • R ! {13.43') 44j OF WILLIAMSON C4UM1'TY.TC7CA✓, �: w p�Lfl I P.O.B POINT OF BEGINNING µ 'w CURTIS WAYNE�WATTS� � AMFP IV CHAPEL HILL LLC, ��� w P.O C POINTOF COMMENCEMENT / 1l 4 v...... �� A TEXAS LIMITED i� ,'� LIABILITY COMPANY R ( } RECORD INFORIMAT&WONSURVEY PERFORMED, 0#0 �•!^ BY F1gLFF ASSOCIATES AUGUST 20119 . ...�*'�A CALLED{i]08 ACRES) C-5 o ( } RECORD INFORMATKO $l � DOC.N0.2020011100 ' �z 0X2912020 0-P.R.W.C.T. ld CITY OF ROUND ROCK,TEXAS �] PROPOSED 1S' p> AMFP IV CHAPEL HILL LLC REMAINDER OF PUBLIC UTILITY ESMT CALLED(0.$98 ACRES) o (PROPOSED CHAPEL HILL p ' CALLED(12.40 ACRES) ,kEM.OF(2.142 A 610Q m {�SUBDIVISION SECTION ONE)2 '' DOC.NO.2020010911 !VOLUME 547,PAGE 122 _ VO W.C.T. WATERLINEEASEMEN rn O.P.RW.C.T- DOC.N0..20flZ072796 � ���� SILL NATIONS(%INTEREST�)yAND LOT 1,HLUOK A MLL HORIZON INVESTMENTS,LLC()3 INTEREST) P.O.S. N • PROPOSEEI C HiAPEI..HII_! — P.O.C. REM.OF CALLED(14.01 ACRES) jdp�� z _ SUBDIVISION SECTION ONF GRID COORD. DOC,NO.2019005509 N 10194388.8p — L4 -- N 10184162.44 L O.P.R.W.C.T. Ef¢9648P1$ E 3129150.41 J` �` - - —' L6 (SW 3,1'12•W)(702917 '•` —_ - W — N68—x-3341"E"E 702.92' N68-3341-E156.13' — L7 (sae• srorW 1Fs.ae'} WESTINGHOUSE ROAD PROPOSEDVJ. 0.086 ACRE REM OF(2-142 ACRE) (R_O.W. WIDTH VARIES) APPROX. SURVEY LINE ROX.3767 SO FT.) WATERLINE EASEMENT - - -- - -- --- - DOC.NO 2002072796 BARNEY C. L W SUR O.P.R.W.0-T. - -- ABSTRACT M% 3 DAVID W.HAMBY AND TERI K. HAMBY ^NOVAK WE T5 INGHOUSE•LP REMAINDER OF(CALLED 3.002 ACRES) REMAINDER OF(CALLED 76.27165 ACRES) No DOCUMENT NO.2005039945 O.P,R.W.C.T DOCUMENT NO.2014073967 a O.P.R.W-C.T. w w M t010d NO.:33984.006 N slued 09129!2020 MALFF EASEMENT%CO AUS n'..9eXXI,7 nLvo.,Bloc.F.swm I7 x$ 984.006 AMFP ME ,r s T RVEVI'Z" CHAPEL HILL PROJECT rBL(516 UR-lbA)fi flflb A 10029X7 I EL(51!)7�l 1D!V -J FAX(`,2)2,;'eI41 WILLIAMSON COUNTY, TEXAS 03 Of 04 0 33oftrAEUSURVEYM964 00 NATIONS ME CURVE DATA CURVE# RADIUS DELTA LENGTH BEARING CHORD LENGTH Cl 230.00' 41°27'37" 166.43' N00042'31'W 162.82' w {230.00'} (41°27'371 1 (166.43') {N00°42'31"W} {162.82'} (230.00') (41027'25') (166.421) (NO0042120"W) (162.81') LINE BEARING DISTANCE THE ADDRESSNENTBYTHE SURVEYOROFTHE L1 N21°26'19'W 13.59' C OMMRMENTFOR TITLE INSURANCEPREPARED BY L2- N21°2$'1 S"� 14.55' FIDELITY NATIONAL TITLE INSURANCE COMPANY, REFERENCED of 0.NO 41431 HAVING AN EFFECTIVE .L3 N210261 9"W 15.00' DATE OF AUGUST 3,2020 AND A DATE OF ISSUANCE OF ' L4 N69°31'43"E 301.42' AUGUST 13.2020,AND THE ADDRESSMENT FY THE SURVEYOR OF THE COMMFTMENT FOR TITLE INSURANCE L5 S21 X26'19"E 1 Q.CO' PREPARED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY,REFERENCED BY G F.NO 41452 HAVING AN L6 868°34'41"W 301.37' EFFECTIVE DATE OF AUGUST 6,2024)ANp A DATE OF L7 S68"33'41"4N 33.20' ISSUANCE OF AUGUST 13,2020,WAS PROVIDED BY SEPARATE TITLE COMMITMENT ADDRES6MENT LETTER, (869°560,1' (33.05 6,.HEDULE B ITEMS THAT CAN BE PLOTTED AND ARE (33.05) WITHIN THE VICINITY OF THE PROPOSED FABEMENTARE SHOWN. THIS IS A SURFACE DRAWING. •OF• T BEARING BASIS:THE TEXAS COORDINATE SYSTEM OF 1983(NAD63). ,��T;•G 5 T f p••-tL CENTRAL ZONE 4203,BASED ON MULTIPLE,REPEATED GPS OBSERVATIONS. LP COMBINED SCALE FACTOR=0.999880014 CURTIS WAYNE WATTS (FOR SURFACE TO GRID CONVERSION) =1ti�� 6614 r�y - INVERSE SCALE FACTOR=1.00012 0912'9!2020 �Q•;f S S��.•yV (FOR GRID TO SURFACE CONVERSION) N SCALED ABOUT 0,0 v N 0 w w Wof .11 HALFF EASEMENT ' ^-Ia,Vl35Fa1Ew al.en.,PLL7U �sLs*e rry p�j TBP"SexVtVING' CHAPEL HILL PROJECT TBPE5?1) VCYINl31•I9r!1{100)55)! m rl�.fstn n)�wuWILLIAMSON COUNTY, TEXAS co I'Ax 15th LSe�61nt EXHIBIT "C" TO INTERLOCAL AGREEMENT BY AND BETWEEN THE CITY OF ROUND ROCK AND THE CITY OF GEORGETOWN 0.099 ACRE FN. NO. 23-137 (ABB) CHAPEL HILL - PHASE 1 OCTOBER 2, 2023 CITY OF GEORGETOWN ELECTRIC EASEMENT JOB NO. 222012278 DESCRIPTION A 0. 099 ACRE TRACT OF LAND OUT OF THE JAMES S. PATTERSON SURVEY ABSTRACT NO. 502, SITUATED IN THE CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS BEING A PORTION OF LOT 2, BLOCK A, FINAL PLAT OF CHAPEL HILL SUBDIVISION SECTION ONE, A SUBDIVISION OF RECORD IN DOCUMENT NO. 2020145589 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; SAID LOT 2 CONVEYED TO AMFP IV TX COMMERICAL LLC - CHI LOT 2 SERIES BY DEED OF RECORD IN DOCUMENT NO. 2020157687 OF SAID OFFICIAL PUBLIC RECORDS; SAID 0. 099 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING, at a 1/2 inch iron rod with an illegible cap found in the northerly right-of-way line of Westinghouse Road (R.O.W. varies) , being the common southerly corner of Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section Two, a subdivision of record in Document No. 2023022114 of said Official Public Records and said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section One, for the southwesterly corner hereof; THENCE, leaving the northerly line of Westinghouse Road, along the easterly line of said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section Two, being the westerly and northerly lines of said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section One, for the westerly and northerly lines hereof, the following two (2) courses and distances: 1) N21028143"W, a distance of 186. 17 feet to a 1/2 inch iron rod with "STANTEC" cap set at the point of curvature of a tangent curve to the right for the northwesterly corner hereof; 2) Along said tangent curve to the right, having a radius of 144 . 93 feet, a central angle of 68°10150", an arc length of 172.47 feet, and a chord which bears, N12036143"E, a distance of 162. 47 feet to the northeasterly corner hereof, from which a 1/2 inch iron rod with "STANTEC" cap set in the northerly line of said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section One bears along a curve to the right, having a radius of 144 . 93 feet, a central angle of 32013120", an arc length of 81.51 feet, and a chord which bears, N62048148"E, a distance of 80. 44 feet; FN NO. 23-137 (ABB) OCTOBER 2, 2023 SHEET 2 OF 2 THENCE, leaving the southerly line of said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section Two, over and across said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section One, for the easterly line hereof, the following three (3) courses and distances: 1) S23041159"W, a distance of 93. 72 feet to the point of curvature of a tangent curve to the left; 2) Along said tangent curve to the left, having a radius of 32 . 50 feet, a central angle of 45'10142", an arc length of 25. 63 feet, and a chord which bears, S01°06' 38"W, a distance of 24 . 97 feet to the point of tangency of said curve; 3) S21028143"E, a distance of 232 . 05 feet to a point in the northerly line of Westinghouse Road, being the southerly line of said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section One, for the southeasterly corner hereof; THENCE, S7001213211W, along the northerly line of Westinghouse Road, being the southerly line of said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section One, a distance of 15. 01 feet to the POINT OF BEGINNING, containing an area of 0.099 acre (4, 333 square feet) of land, more or less, within these metes and bounds. THE BASIS OF BEARING OF THE SURVEY SHOWN HEREON IS TEXAS STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NAD83 (2011) , BY UTILIZING REAL-TIME KINEMATIC (RTK) CORRECTIONS PROVIDED BY RTK COOPERATIVE NETWORK, MANAGED BY ALLTERRA CENTRAL. I, AUSTIN B. BURKLUND, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THE PROPERTY DESCRIBED HEREIN WAS DETERMINED BY A SURVEY MADE ON THE GROUND UNDER MY DIRECTION AND SUPERVISION. �►'3�, ..J to I�IZ3 �o TeR�+•� STANTEC CONSULTING AUSTIN B. BURKLUND Date ..................?.... SERVICES INC. R. P.L.S. NO. 6879 AUSTIN S.BURKLUND 1905 ALDRICH STREET STATE OF TEXAS :.o gg7g SUITE 300 TBPELS # 10194230 �r:Q, AUSTIN, TEXAS 78723 austin.burklund@stantec.com '��SURV�O CELEBRA 7701V CHURCH DOC. NO. 2005003123 U N Z5 't- 0 h�N 0 100 200 300 400 h _ 1"=200' LOT 2 UO LOT l BLOCK A FINAL PLAT OF CHAPEL HILL SUBDIVISION SECTION TWO DOC, NO. 2023022114 \aG\5 Avg{ ABS RAG 0.099 ACRES (4,333 SQ. FT.) CITY OF GEORGETOWN ELECTRIC EASEMENT APPROXIMATE LOCATION OF SURVEY LINE 3 � V LOT 3 aN� WWh BLOCK A 00 4Z3 ' � O O C2 FINAL PLAT OF CHAPEL LOT 4 CN Q CN L _ ZHILL SUBDIVISION �" o V� �`L O O 12 N SECTION ONE C3 DOC, NO. 2020145589 oc � vtiCi LOT 2 �cJ 5 vE� �Q W05 Z p �i 00 J AMFP /V TX �Aso�A SvRc�0 z oZ v J COMMERICAL LLC S CHI L O T 2 SERIES P A �RAGS co m L4 DOC. NO. 2020157687 A�5 N. C,m � CAP WESTINGHOUSE ROAD 00 P.O.B. (R.O.W. VARIES) 00 C_ CN'n > FN NO.231371A6B) OCTOBER 2023 222012278 Client/Projecl DUKE COMPANIES �E OF TF CHAPEL HILL PHASE I tantec A,..'* N'STeR... � F Figure No. """"' "'`..•• SHEET 1 OF 2 1905 Aldrich Street,Suite 300 AUSTIN KLUND Idle Austin,TX 78723 879 CITY OF GEORGETOWN F �� e ELECTRIC EASEMENT TBPELS # F-6324; # 10194230 ,tio. . Tp www.stantec.com SRV i � hk po P� VICINITY MAP N.T.S. LEGEND 0'AP 1/2" IRON ROD WITH ILLEGIBLE CAP FOUND p 1/2" IRON ROD WITH "STANTEC" CAP SET P.O.B. POINT OF BEGINNING rn 3 P.O.C. POINT OF COMMENCEMENT LINE TABLE �i NO_ BEARING DISTANCE BEARING BASIS NOTE L1 N21 ZtS 4J W 1156.I00 THE BASIS OF BEARING OF THE SURVEY SHOWN C14 HEREON IS TEXAS STATE PLANE COORDINATE SYSTEM, 1_2 S23'41'59"W 93.72' R TEXAS CENTRAL ZONE, NAD83(2011), BY UTILIZING REAL—TIME KINEMATIC (RTK) CORRECTIONS PROVIDED L3 S21'28'43"E 232.05' °i BY RTK COOPERATIVE NETWORK, MANAGED BY ALLTERRA CENTRAL. L4 S70'12'32"W 15.01' o a �a CURVE TABLE m� NO. LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH CN om �Q C1 172.47' 144.93' 68'10'50" N12'36'43"E 162.47' a� o C2 81.51' 144.93' 32'13'20" N62'48'48"E 80.44' ,04 0 0 o C3 25.63' 32.50' 45'10'42" S01'06'38"W 24.97' C� >p FN NO.23-137(ABB) OCTOBER 2023 222012278 Client/Proiec� DUKE COMPANIES 14, Stantec .�oF T CHAPEL HILL PHASE I �. G\S TER (P Fgure No AUSTI URKLUND SHEET 2 OF 2 _ 1905 Aldrich Street,Suite 300 ....., Ltle Austin,TX 78723 68 � CITY OF GEORGETOWN TBPELS # F-6324; # 10194230 ,yo` aEy�Q ELECTRIC EASEMENT www.stantec.com EXHIBIT "D" TO INTERLOCAL AGREEMENT BY AND BETWEEN THE CITY OF ROUND ROCK AND THE CITY OF GEORGETOWN 2020145589 Page 2 of 4 ,Y „ OWNERS: AMFP N CHAPEL MILL LLC. eHFFfNOFY a Texas limited liability cortpany SHEET 1 SURVEY/LOT LAYOUT GRAPHIC SCALE 2.M.F+^L FdedWlwl,Pre,Ide R SI TE SHEET 2 NOTLINE AMC)CU AND BOUNDS DESC. D' S0' 1,0' 200' _� �� S ACREAGE: 20.814 ACRES LINE AO CURVE DATA 1.100, p AGENT: ROBERT W.SCHOLZ,P.E. SHEET 3 CERRFIrATIONS/APPROVAL BLOCKS NLALFF ASSOCIATES,INC. SEE SHEET 2 FOR UNE/CURVE TABLES W '> 95W AMBERGLEN BLVD. BUILDING F,SUITE 125 AUSTIN,rX. 78729 CELERRA TOY ChMW qn (DILLED 49.66 ACRES) N 1016emo.02 SURVEYOR h FULFF ASSOCIATES,INC. DOC.hb.2005003122 E 3129271.21 ENGINEER: 9500 AMBERGLEN BLVD. BU I 0INC F,SUITE 125 GPC.NO.200 MJI2J AumN.Tx. 70729 O.AR.W..CT TB ELS SURVEITNG FIRM/10029607 0CP/BY 312 TBPELS ENGINEERING FIRM/312 +8 (512)777-4600 PHONE j A8 E 4 (5 12) 252-8141 FAX N6g3 ♦+' Sr SUBMITTAL DATE: Jum 22,2020 F(GRO) VICINITY 1 MAP: N 10185843.60 SOLE 1"=10W- TOTAL. NUMBER OF LOTS 4 E 3129529.58 \ *'Id TOTAL NUMBER OF BLOCKS 1 H. � :ate ;a �a ooREsr CELE9ATM CMIRCH REiNMi(CALLED 59.56 ACRES) 10° DOC. AD.200500JI24 O.P.RW.C.T. /25'CITY OF GEORGETOWN \ (NUB \ U. yOST \ '\ Lor LEGEND,Dot.NoUPORW 0 I/T IRON ROD FOUND {� \ \ IGNIESS OD,FRVASE NOTFDI ')ic \\ • PX NAIL W ITH'FORESr WASHER FOUND IERRI LEONE WISWY AND KERRY C.IROL AOG41C(/£Z, sn TBE 25'PRIVATE DRADRAINAGE\ EASEMENT HEREBY DEDICATED O lIY MY ROD SET W/'HAVE L'[N CO-TRUSTEES OF THE J D PR1oR To Pur RECORDATION IN CARRT£ANN WTON SIAM SEPAR E PROPERTY AFIMA&E TAW .P \\ BL. BULOING SEnAtc LINE REAWAM Of(CCM 55.41 AM) \�' HT. HERRAGEME GDC.NO.2017004719 \ SEE SHEET 2"TREE SCHEDULE O.P.RW.C.T. \ P.0.8. POINT OF BEGINNING \ O.P.R.W.CT.OFFICIAL PUNK RECORDS OF WIUJAA450N \ COUNTY,TEXAS 'FOREST' \ •FORE Sr FORM \ 1 I RfC01101NFd1AYlgM •FORIES \ •FORESr L4 3 _ .��' LOT 1 BLOCK A Fla L7 ' 18.917 ACRES 20'CITY OF 1S PRIME ERA2IAGE EA=MFT MEREST DEDICI1rzc�/ yp, EXCLU 9It WATER LAZE GEORGETOWN--.4 p ��� in, ANG1?uI I,'5 HEREBY DEDICATED ,sa*Y 1^ FR ON NO' 29 F H.T61304 ,' � i b $ SECT,C'f i 761364 i Z vi / Iy 7.61363 30 / 37.568 .N ,t /'a 1\ - H.T.61367 9'YS 01 s`l P 1 \` FIT.61389 'FOREST" I / %•\ J X..8137H.T.81371 S YORESr 'FOREST'H-.7oe63 H.r.7D229 0 L 6 3D•PRIVATE ACCESS EASEMENT HEREBY DEDICATED '•1 tib.. `�'0't F/ LOT 3 \\ p LOT 4 P.O.B. r7oe43 BLOCK A / H .61376 BLOCK A (GRID) R?-\ ?/ 4.596 ACRES \Q/ N lmeus4ss / 3.511 ACRES E 3130683 78 to 78.83 / i PUUTILITYPRIVATE�AIREB � / uREY DEDICATED / 5ja 7-5614 ( DmICATEDP�/�/11+12 AICNGK CI E ai1W1/t .51f%// CLEN" EN� 15•CITY Of N' 1 WW,E um // 'Fp1pT jNE E.CL s� '+6 Yd drio'M•IE 1wN1�,Y'V' 1\ i/ _SUaYEY L lir IN w+srzwATER �'. \ E 96 /••6A' S6 7� 51 %. APPRVEY _ PRIVATE ACCESS I// EAST EASEMENT HEREBY 1 \n ,0, oo TwG!. _ •/ '��gF,51',A 6e�' FL� ApP� SU HIAA EASEMENT MERFBY OEDIGIED V \ LOT 2 P EFS' 5,,.�) 1DPW 0� �' / BLOCK Am% _ CITY OF GEORGETOWN 4- 1.791 ACRES � +w'°„ " / As 1S EXCLUNVE 20'WATER LINE 11 N EASEMENT HEREBY DEDICATED \ y i U EASEMENT HEREY DEDICATED \ /S•a \'d`.�S O�j 1ps_-S'M 570 3y9 ao •\�c � S IN9.6 - a s C 6/aM 301 ,s \e.e ,m' ti AADbjO .,DRE9,. d BI((AN1XM5(i'i MJIERE51)AND �el, .►T3 / /� •• CN NESIIMgpUS£FOARE APARIAIENT�CP WL HORIZON WSTMDOS,LLC(Y3 Al `�P.m. '{TL -" �aREsr (cALLEG 1.110 ACRES) REAWNDER OF C1(LED(10.01 ACRES) 1c \ 1l35051 70�r, a Y, C10CMWW M7.201JO67166 GOC Ab.2079005,509 Y, cP/2M sox 5 X85 MWAK IIES/MI M/SE;LP O.P.RW.CT O.P.R.W.CT SER ZE /'v `'''15 7Glesr. Y G•G1 ANO, - �RE WNDER OF(CALLED 7Q1716S AC1ffSf T7ER5°0 50 z s 1 �Y3 DACE►55*E's% DOCUMENT An 2014073*7 \ 5 SpRAGT }%L•wl' 13s I WWT136NEFA2ELBIT OP.R.WCT. �_ A0 !�'` e 7 V�'FOIIESY OOCWFM NO.L4Zo133 yLL .ODAW.C.i. n 10164u22 4 'i\ FINAL PLAT OF 0 E 3129me.3, WAC ME O u w C" R�oD®W.C7. CHAPEL HILL SUBDIVISION IV yp633 \ // SECTION ONE � 28.814 ACRES OUT OF THE Z •ioRE�*• FRANCIS A. HUDSON SURVEY SECTION NO. 1. th ABSTRACT NO. 295 AND THE J.S. PATTERSON ul BARS OF BEARINGS IS US STATE%ANE XAn 1%3 GRD SURFACE SURFACE CONTROL POINTS(BENCHMARKS NOTED BY BY) SURVEY, ABSTRACT NO. 502 Q ICONUS).TOOASNTRALZONE420J,GEOID128.ALL (FRO COORDINA F3 AMD DISTANCES ARE US SURVEY FEET, NORTHING HALF -a SHOWN IN SURFACE VALUES AND MAY ISE CONVERTED 101 UFBA027.22 312903950 10185249.30 312941498 835.78 1/Z IRON ROD WITH HAEFF TO GAID USING THE SUNFACE ADJUSTMENT FACTOR OF TRAVERSE CAP SET 1.00012.VERTKAI DATUM NAVDU,GEOIDI2. 501/8M 10184498.24 3130360.79 10185720.38 3130736.44 870.51 MAG HAL IN SIDEWALK SET �_ y 504/8. tO18A399.31 3129795.79 10165621.44 3130171.37 851.77 YAG NAL IN CURB INLET SET p 202040•FP 512/9. 10185979.06 3129651.29 10187201.38 3130026.85 944.66 COTTON SPINDLE SET w� PAGE 1 OF 3 2020746889 Pa 3 of 4 [xEEHA..ro�Fs 1. ururr sROssOElla wR rNr oEYELaweT7r AlE wATHE DEDROETOWN urxm evarv+l,wAsrEwATEa:rEEOaOETaAH urnnY m7ExEs.Ano¢r;cmmo aEOROETOMI IrtA7rY mnue. x -P.C.2.PEDESTRIAN CLEAR ZONE PER CHAPTER 12 Au srtxfxruEv olEamucTloxa ARE SNONrnEowawluoE APPENDIX OF CITY OF GEORGETOWN U.D.C. 3 rNERE AIEE w LAEAa wrtNN Tse eolaloArEa of rllr NmIwWaN w rEE 1m rEAa RomRwN u oEAI®0`Y fuel 1[AP STREET SUMMARY 14wrAl a4M1COlNE.6FEOlNE aTE a'9F1•7fAr61]I,fON. 4. ALL eEOYIarTA-F6TINT10EL DETE-OK AE IElBT10N 1NYE1 AND IY9AnD AFFUnE2Y/eECEa 91gM1 911aLL E STREET NAME CLASSIFICATION R.O.W. SPEED LAIIT P.C.Z. .>E L�wRNN A aINNDE 6.s8EAET7r al DR4elaDE IDT.TSE 01W49B,Ela4 On A6alaEFa 0 M rRACr9 uPOEN swaal WESTINGHOUSE ROAD EIOSTINC NAJOR ARTERIAL EXISTING(VARIES)FUTURE 135 FT 50 MPH 6'MIN. TED NEaI sAee/n ArvLwrrwEr�.AED osTE;ETpN cHxnp 9NAu E4MNTAN UEE Aw E aEavararle Fdl HIEN Iw[TelArxoE.IIWIIE N6YECTgN,Awfwl�. s ANr nEa+AOE TErE u I401tD oN rsE sur r rrAECT.N FEwEllElrv.ro rsE AwxrvlAN[e,cwt.vlaawlc Aw REIAWK ACOU91BBIn 0`F Tse arY of OmrEIONN.AIMorID RdwK Dace Nor tEDUNE NoarlunoN of M vl•r e. At3fOOTRsclrnm FAEEOErrIWEnfeD AIDN9 Au eTnFET fAOrxrAOEa wmwrNr vuT. 7. rNE LEOEAN[[ENn Of THe RAr AYE 4FCN wrATEnro MIMOsaW NARrE-TowfANTR•a 2arE N4D Awm. s. TIE,[AXYIY 9sganolx9 COYE21 AEI1 EION/WlE0r111AL Lor ellAll E PI7na0Afri ro M IAC AT 111E TNIE ac NTE ESaN TREE SCHEDULE AFRKaTpN sum oN TIe 20NNp OENa44TbY 0`F M QTY 9. Au NaVgLLL Lms aaYr4wNo I16RfrAOE TreEa AN coNcwurEo.wo oEagF.O So-T M Lm r OE]43.OFANE{a+ KEY TREE 0 SIZE(INDIVIDUAL TRUNKS) HANE CRITICAL ROOT SPECIES Tse NrE9nm nwasE wlrllDl2r IEOLWara IWAIWM ac M IERTAtE raea a FXffhlDYIO rNE rE><cEixrAOE a ZONE IN FE AfLornae asrl wwEDe wm4N M I4wrADe rr411m caz M H 61369 36 19 LIVE OAK v.TSE tAAdOMWII AaMAEa Au lust AYOCNlEO Wml EIMDYEEE2Eie LOUTFD N TK RONr4x-wAY.oa aow Y1mr4D M N 61365 29' 14.5' UVE OAK FA9E11BIn.r R.YrEO AMTWq N TIE roIITl7FAWY OR ROw M1DE1srY3 P EaBFM6 M I.YlOOANER FNDONfIU Aw M H 61366 16 21'14' 1101DB THE QTY Q 9E0METPWL MitaWDII dxINTY.TIEN OfT1CFA9.ID@RD NO FJiIDYM:a NLaNIFa9 fa04 Nw ) 14' LIVE DAK LWUTV wN4 To PI6]FEIYTV DVECn oR Eouo6rcE Iwr ArnEnArE ro tsar Aw AaoEoxmoEa nwT TSE M X61367 2T fir16') 13.S' LIVE OAK wlfaoKLEIR9 WY E REYDe®N THE arY AIOgn OgARY Aw THAT TEE 0Yw4eW OF r1E ILWROle]EHre snot E M H 61369 2C 13' LIYE OAK iEDFO1I9iBlF Fal IEIE I1E1D(ATION AIgCR nERAfllO4r Of TIE►NgOYHENIa. tt.r1e aueDlrED of ALL araEr6 naps.Asn ors4ER RlelEe rsEoaouaEAEWs AsoAEn eNoo6s oR aAvmn NEa:saAET ro M H 61370 37' IB.S' LIVE OAK E coNs*slvcrED 0`w rlacEo r rsE REr{VIIarAm or THE owrlEap OF Tse TaIECr OF law a2YEaEo sv TSN HAT N M H 61371 1 26' I 13 UVE OAK ACgORpVI(,E w1rN THE RarN Aw YECFIGTgHe FrE9CRBE0 aY r1lE GTY of OEd10ET A AI4 TO waLLA4 M H 61976 26'IY 16 13' LIVE OAK axR.m.rExas NEMER rHE aTr a=oEOEloFrowN sloe wluwew cOIA[n ArrAE�AEIY DNgATwN ro sl1aD AN M a rte srrEETa zo.Ds,oa orsER strut TNORaassAE2Ee slaw oN rEss RAr a a a2rerRucr.a AE4r a 7sE eRF2® M H 61361 Z6' IN UYE OAK a oRA�IADE AEwYHENtn r aXwEcnoN T,EIEw1rN.NEITsrta T,E ars a:0E01Y0ErOYm oTsel lot waLL•NefN calArtr M N 70729 2vLl' UVE OAK AEruAEa ANY REW WarrafrY ron on,w4oE w4ro as EaeENaEn w Tsr rECIYEFIaE, npN TME oaAAr4c as FrsDrEcroIDMRow fY9TEM Aw eTrrl!n NrEEwEE9FECIwE AEr9pECnar M H 70 217 1S FlM 13.EH11B1 TIE arY 6 OEamETDYIN Nan M111Y14190EE calK[lY Ass01F6 ANY REyONerEf1Y foo TME AccalAL OF HT H 70863 91•jZr 76• 2DS' LIVE OAK IBMAEEITTTOM er OT1EW PARiu M rsE RAT.RAaDRNN aTA N aAnTCaAlt IMT aENOE D6BIOEA7 ON M X71014 2r 20'15' 31' LIVE OAK loss NAYmOr/r 0lVS01B?.R r FLRn4D1 U[COItTpQ7 TINT TIE OWEM d•TIE T ACF OF lND LorlT®6Y Me Mr 111.rI MTIIL AT 116101N1 OPHrE ALL TPAFFA;CaeTROI DEY1cea Aw 91aNDE TAT WY E nEOVNEp eEfORE M 6Ir1EEla M TE a119DAA91d AYE FYMILY f8 ALLEIIm FOR IA•91TBMIA'E M THE aTY Ab/al COONiv. 10`.RpNracroYY cuEEWHn ca wloElwo naowAYs o0`nNROYSEc DaAINaAE aEwL E IauNrASEo n M IaE1oaWEa IAxrA Raw oR oluwwDE uvROYEMENn NE AcnwLY caNamucTm oN Tse faovEWTr.TYE ars Asxwrt FAIMTY swYE ne r9EW AT AErc TSE To rA1E vw6Ese�aN of ANr Raw wroENlNo FA9E]@(I Fa DDEYrrluNclloN.NmROYr Exrr.a NwNrNal9EtE a•M ApYLBT aaD R.rNr Ras r w:becr ro T>,E vawrlals of M cfTv a o6oROErovEll WATE91 COgBlvArgN oaoswEDEPROPOSED. N U EA 11 TIE s110MaEON alarcr To r11e ASR]ranaN r Nw•ccr ro rIE wAral ollAlrrY EpMTlpr a•TIE ars 0, us A F74 4E TABLE85.00 '1 ' 1' 10416 �NN]F I' E 1 4611 264.1485.00 4 6' N00`06 001 ]24 140.50 115.00 7 Nt F212 E 851 190.57 7 311 ' N18.21'207 1 6 41 A7 it500 7 24 1340]1 SITJ6'22'E i' 6 1 19367 N6 ' ]00 15.36 6'19 20143 39.03 17 DO 45.39U N 1 I o0 23.1251 5 20 50'OS 40 302'1123 55.05 1700 45.88 9ae99E1 w e Naldl Aen iae.wn b1�+eafm•w wLm w m1 dour[IVW IWIIAw NIF d F{Wwllu�Ao•e(Ten a{.en.IND DC2 43.21 161.00 1 327 19 S34'3 SS 43.11 W4NIb NFuWs mrllwdw WlilA eevom as me anus�u.dOwDw.Yl eElvYwe vol dlN,wew mmD..w m.0` OC] 07.b 9377 332630 X5660549 84.34 dN.1.1WIle.d.oE•es9.saoevem dAne mnwnem[r.wm,[win«Doanrn Ne wsm,w.D.r.Awct: OC4 1.4 64.00 11'5952 N79'1000 Y 13.78 DCS 1503 64.00 IS2 35 N6828]7 15.00 11N[a sru al-„'a]•wNL sn m..WNEnom.WnAwsnlw.dw..olrnwm•om.ew4 m..r4n wldeww tsm•se]n4 dr DC 6 79.94 61.00' 35'4570 N41'/94S 39.30 EMMSEr ACCESSUW IE Nle]:.r{0e0.d um m.sN,.7••w]rv•Im nw muD En dew um L7a wle nEa w.aNl.lmd uau Te.l pwery•1RM«ab DC7 68.78 84. 81'1250 Imsc33'za'w mir LINE I ANC MN•rm{I'W bum M a mnrlwl rnner d Du rein 11.05 0`w D•d erre 1M uN 12.tl ave DwL w.n eeemwd dhMio d MM.51 frt F11ery 4 2/377-0 ran rot.1m 1117 of NL«•4•NNIo d fU.s1 Aw m U34M�rvn rd wM•1w1T u0 u1 m M1 EIIwNalen.lm VI•snpNFe AL1 2I' '48 75-70 Ism rybd.,ef Nr d wuulylwEe IeFe: AL2 12.73 ALJ N I'S 48 134.57' nolo e.r w os H um]3.•0 rve Dem.me r f.xa.se vesl rm Its se].Moe m¢me'd1e�ti Sw DI meb sin ww•nuF CUMIE DATA AL4 1'25'45,w 75.00' AL5 51.01'27'E 12.73 L sa4n 7DVoxY wnL E Males d 304.D Nw m•Vx-x114 xrl lm+wn•a.sT w ret QWNE f LE710M RMRIS DELTA CHORD LENDIH WEARING K6 21'2316 134.57' CI 1E.:2 230-00' 11.2737' 11222' N 0042'31'W AL7 1 'a 2.62 M2 22721 x. sollu 7DaD'xr wME4wwduan NNm•Nn.m�.ona.wn Mer wrW C2 731.10' 11500'10021'11• 22221' S 264646 W A9 S3F23'3 1922 .10 11'02 WE 60.00' 7. sFlm7D009C weq.a.wodu.N l•w m.Ux+nrA•en b.An'Nallf uo{Fl C3 1]1.90' 100.00' 7534'13' 122.54' N 18'21^20•E C4 131.90' 100.00'1 73'34'17' 122.51' N 1821'20'E 4. srmro•uvw.m..eW,lloaN.:]].wm.fn«a e.n me.An Tl.xr w.w; CS 81.11' 100.00' 33'16's9' 80.17' N 03'I6Y6'w 5 L.eWmd60.03NwmaN+snlmme.MM•ITopaw«me.ettWdmeumLiaae.v.awN. ed Xlu dlld ramwur mmmd10.0]cetnd EASEMEW UNE TABLE WLI 68]5'07 1.00' Ann.En M as Iww d AIF rm 1.75.0`6 ov win u4+.m 2./•ave nc+,Yeer m as�«.d me 1•W nellwlwr Fvaon d fDm•a 973 1'24 53 /SAO IM ee feDe.or Aw+lal mus s1e O{INu{ YI13 ]S O] a. WL4 IF32 59 16.67 2]xt]r w•¢.aWwod]Y56 INI m a]n.ml ran w.wn uF wamod•NMF AweOaMr s a lms+l d Amin: INE DATA WL3 75'24 27 138.50' WLa 352 59 78.76 x ns 11N4 n{mE.ndl.{d x,D.aa's.a awu•net d u-xnr.an we Nqn d]N4f hw am.eled.IWn Irrt LINE i BEARING DISTANCE WL7 53,31,w 2587 Rrin muw.L l IMAM d]azuas m.f/x4,u lnlll ld.mm raF nnm.e el.w Mlrcw's m.mmrdd d W alw; wl2 1'46 44 12.91 Lt N 7524'27•E 127.18' (LI) N 7646'06•E 127.08' WLD 34'1811 02.19 3. NonD 2D91'1F fay..eblrmed]4a4bwm•]/3uM ilm me.M OF ammved'naMAlw.4m',w. 10 183730 1198 L2 N 8952'59•E 36.77' (L2) N 6514'57•E 36.75' 11 3-33'41'W 2.90 Ii 12'1841 167.19 vr•]•w.IL.eNu,r d 201Al Nn m l Ln«e•0`.n se.«n ue.ws.e•wN As.ar.•s r.l u.nemw.l m,l.d w LT N 8653'31•E 23.37' l3 1] 1 O l I l9 67.10 .M{w.n.0`w w nwmw.w min.d n.we'.n+,+r when d v.m ame Dam.w«m.s.wlN I«,a w l.nwnq ( ) N 88'23'2Y E 23.78' sn•e1 d•ra..a ss u 0`w Mae d bin mnl+E.e m T.m I�w.vl`rl.m lEa.r w Aoelrw.,cor.l.eras d me 0`..1{A,s ermn 14 33'41"E A- s.v..w nevNN A.eDow Tn.L«.I E.mlon sF.0 ww,.nN o.nmWen v.e Iwo wn,vr s.m7.umNe«m0re.w b L4 S 81'48'44'E 63.59' (U) S 8032'10'E 67.59' 15 21'28 10 13.00' xo]M.rv.o.raw.c,.; L5 N 1003'04•E 48.72' (0) N 11'17'17'E 48.72• 17 21'26 n 6.26 TsrN9 Elalu r•um•[rL.Im m.IlwmwN w d m{se LM.e.0.0`r swl naYlE m.sNmwN w d Yn ole 11 41 ave n.0.• L6 N 5648'41•W 27.68' (L6) N 5648'04'W 27.63' 16 1011 19 75.06 eY•ws d 21.R I.as m•]Amin ran .Wl•(ren•w bole b m,nns�m,w d nw we L M.ve nFn•ne w lemndn Forts d au 19 1718 41 109.14 ..uEL.a.o.Iw.Lwln.-.mlp'.•I.d1D...a,74.n.r..R v N W33'05*E 36.79' 0 2 nit oi6 715{5.-04 eta wowwb win lslnulp En,{d m.m f 70`oe ss.Iw nu ana4•M E.e..m.M w,r d e.uH l.mwnln,vFlml d sL4f L2 N 20`01.16•E 76.94' 2 34.16 41 lass .m.l,.m,n.w.rls.w.,mmre.wam� L9 S 7000.08'W 32.98' L Nrm s4••r4]•wrL.ela.�dn.N Aur m.fnalml«,nme.le,-Ir..l•rs bl.�e A.m..nrl ml.u,: LIO N 21'2546•W 75.00' 3 Nrm]]rmN•Es,.e.wdaln N.lm.]n..m..n me uM•Fr.Er�Awamn..�m. "I N 34'08'27'E 12.75- L12 S 7011'09'W 9621' ,. Nem Old'lYfw.,esmlodlA,.N[NIm.N«LIv�se.l11.-rmw•up A,uN b.ml.mnam, L13 5 7011'09'W1 60.02' 4. feta N•Yw•[•wlalw•.m awm Nwmvx-«s4.en me.m,so,en-w NI,Im N,m,.ron mgr: L11 IS 6633'11'Wl 80.02' s. Nem4euEx•E.w.mn.adLs37l.mmvx+w�nw l.e.wn•{rFw•mA,,,,m m,m,,,,rl m,,,Fl. LIS N 2126'19'W 13.59' 4 NIM Ir U'OC Eaw.w.u�r�dH.n Mwm U3-ircD'm.ive.efn•falen'wbW bm+..vl mlul: n 1 b14 1-x•'21 faw,.evb�lo d 1xr.a{•w m N.s4 em inn elm TOrwY u0`•vin b er Ilrmry miner d me ue f 74 aao DwL e.Ew.mlll�n m0lr.nn w�Wn.EwW vrnrl d m...0`ss 4]rm n...,r.'�«..ewm N.d m.l.m f 3 Ds.O.O«c FINAL PLAT OF L CHAPEL HILL SUBDIVISION a vA D.r.Aw.cr.,IW nw minmon m01r d m.I.m�rllrwm Fl.rmn d fa ss I].0.1,.14 SECTION ONE V nwl•a Nrm N•v4r Ew«m m.Ilam w•d 61.EW f]A�..DrL w me r.lm�w d m.w.e uN.0e nrL.eNMr. Q 28.814 ACRES OUT OF THE NNa.W m r.e dm rexLDe.w.e.a.r.e„a o.Dr n d.«,m,mm.e.m.,m. FRANCIS A. HUDSON SURVEY SECTION NO. 1, j L so-wn xDss•xo•[.R.Rlvlydlns]Asm.lAwnl•rl mele.lm m.mll.Dr1�... ABSTRACT NO. 295 AND THE J.S. PATTERSON SURVEY, ABSTRACT NO. 502 x. NemE�,f'4rI..L.,d,�d3DDmb.,m.>n...,,.e.�e�D[r��ml.leb,mlle�lml,.. ®HALFF 3 num,M��. •elnw d lN7af I.It m M f0axr O Y[EMNB 0`N mda•IAE illla AaF1 d 1N,mere w Hu,.Em'n Mau E sg' a•'r'"'ewaar]N' p 2020-40-FP '4n"W PAGE 2 OF 3 2020145589 Page 4 of 4 STATE OF NEW YORK I 1,SOFIA NELSON,PUNNING DIRECTOR OF THE CITY OF GEORGETOWN,TEXAS,DO HEREBY KNOW ALL MEN BY THESE PRESENTS CERTIFY THIS PUT IS APPROVED FOR FILING OF RECORD WITH THE COUNTY CLERK OF COUNTY OF NEW YORK ( VII COUNTY,TEXAS 1,WIT N CHAPEL HRL LLC,SOLE OWNER OF THE CERTAIN 23.814 ACRE TRACT OF LAND SHOWN HEREON AND DESCRIBED IN DEEDS RECORDED IN DOCUMENT NO.20201110911, I 1? 21 DOCUMENT NO.W20010912 AND DOCUMENT NO.2020011100 OF THE OFFICIAL PUBLIC RECORDS OF WIWAMSON COUNTY,TEXAS,DO HEREBY STATE THAT THERE ARE NO LIEN IAN ,%ANHING m— SHOWN HOLDERS OF THE CERTAIN TRACT OF LAND,AND DO HEREBY SUBDIVIDE SAID TRACT AS SHOWN HEREON;DO HEREBY COVENANT TO ALL RESTRICTIONS 115TED HEREIN,WHICH SHALL THIS SUBDNISION TO BE KNOWN AS"FINAL PUT OF CHAPE:HILL SUBDIVISION SECTION ONE' RUN WITH THE LAND;AND DO HEREBY DEDICATE TO THE CIN OF GEORGETOWN THE HAS BEEN ACCEPTED AND APPROVED FOR FILING OF RECORD WITH THE COUNTY CLERK OF STREETS,ALLEYS,RIGHTS-OF-WAY,EASEMENTS AND PUBLIC PLACES SHOWN HEREON FOR WIWAMSON COUNTY,TEXAS,ACCORDING TO THE MINUTES Of THE MEETING OF THE SUCH PUBLIC PURPOSES AS THE CIN OF GEORGETOWN MAY DEEM APPROPRIATE.I HEREBY GEORGETOWN PLANNING AND ZONING COMMISSION ON THE 3'DAY OF BIND MY HEIRS,SUCCESSORS,AND ASSIGNS TO WARRANT AND FOREVER DEFEND SUCH 202�9A.D. DEDICATIONS,ALL AND SINGULAR,TO THE CITY OF GEORGFFOWN AGAINST EVERY PERSON WHOMSOEVER CLAIMING OR TO CLAIM THE SAME OR AM PART THEREOF.THIS SUBDIVISION IS TO BE KNOWN AS"FINAL PLAT OF CHAPEL HILL SUBDIVISION SECTION ONE'. To CERTIFY WHICH,WITNESS BY MY HAND THE),r�DAY OF PD- 20x6 ERCEL BRASHEAR,CHAIRMAN DA lt 0 1 CHERE HEINTZMANN,SECRET DATE BENJAMIN L FRIEDMAN,PRESIDENT AMFP N CHAPEL HILL LLC,A TEXAS LIMITED LIABILITY COMPANY C/O ABACUS CAPITAL GROUP BASED UPON THE ABOVE REPRESENTATIONS OF THE ENGINEER OR SURVEYOR WHOSE SEAL 5 100 PARK AVENUE,SUITE 83500 AFFIXED HERETO,AND AFTER A REVIEW OF THE PUT AS REPRESENTED BY THE SAID ENGINEER OR SURVEYOR,I FIND THAT THIS PAT COMPLIES WITH THE REQUIREMENTS OF CHAPTER NEWYORK,NY 20017 15.M,FLOOD DAMAGE PREVENTION,OF THE GEORGETOWN MUNICIPAL CODE. THIS (212)2034960 CE RFIFNRO ATN IS MADE SOLELY UPON SUCH REPRESENTATIONS AND SHOULD NOT BE RELIED UPON FOR VERIFICATIONS OF THE FACTS ALLEGED. THE CIN OF GEORGETOWN DISCLAIMS ANY RESPONSIBILITY TO ANY MEMBER OF THE P1BUC OR INDEPENDENT VERIFICATIONS OF THE REPRESENTATION,FACTUAL OR OTHERWISE, CONTAINED IN THIS PAT AND THE pDOCUMENTS ASSOCIATED WITH FT. / Y� STATE OF VEMS aY.,l_ KNOW ALL MEN BY THESE PRESENTS GLEN HOLCOMB,SUIUNNOi L G DATE �/W C CITY OF GEORGETOWN COUNTY Of WI�AAGON I BEFORE ME,THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE,ON THIS DAY PERSONALLY APPEARED BENJAMIN L FRIEDMAN,KNOWN TO ME TO BE THE PERSON WHOSE NAME 15 SUBSCRIBED TO THE FOREGOING INfMUMENT.I GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS 1Z!DAY OF NAUYP�u� 20� L,AcI A. NOTARY PUBO L AND FOIL THE STALE OF TEi1A6-�l(.I`INr MY COMM I dl EXP RES ON: STATE Of TEXAS I KNOW ALL MEN BY THESE PRESENTS COUNTYOF WILUAMSON I I,ROBERT W SCHOLZ,LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS,DO HEREBY CERTIFY THAT THIS SUBDNISON I$IN THE EDWARDS AQUIFER RECHARGE ZONE AND IS NOT ENCROACHED BY A ZONE A FLOOD AREA AS DENOTED HEREIN,AND AS DEFINED BY FEDERAL EMERGENCY MANAGEMENT ADMINISTRATION FLOOD HAZARD BOUNDARY JALAP, COMMUNITY PANEL NUMBER 49491C0485E,EFFECINE DATE SEPTEMBER 26,2008,AND THAT EACH LOT CONFORMS TO THE CITY OF GEORGETOWN REGULATIONS. THE FULLY DEVELOPED,CONCENTRATED STOILMWATER RUNOFF RESULTING FROM THE ONE STATE OF TEXAS I HUNDRED(100(YEAR FREQUENCY STORM IS CONTAINED WTFHIN THE DRAINAGE EASEMENTS KNOW ALL MEN BYTHESE PRESENTS SHOWN AND/OR PUBLIC RIGHTSUFWAY DEDICATED BY THIS PUT. TO CERr�Fr WNRN WTTN AIY NAND AND SEAL AT AUSTIN,WILLIAMSON COUNTY,TEXAS, COUNTY OF WIWAMSON l TH1539.DAr a E 20ro I,NANCY RIPER,CLERK OF THE COUNTY COURT OF SAID COUNTY,QU HEREBY CERTIFY THAT THE FOREGOING INSTRUMENT IN WRITING,WITH ITS CERTIFICATE OF AUTNENTICATON WAS SF,tE.OF 769 FL ROBERT W.SCNOl2 q.. ��HHF FFTLIED FOR RECORD IN WO OFF TH ON THE L"—l_DAY O�G�` 20�A A0.,ATO=vCMLK, LICENSED PIOFESL l E INEER NO.911SI -'^--•--""'...... .F gp.M.,AND DULY RECORDED THIS THE L DAY OF .fin 2023 AD,AT�oxuom STATE OF TEXAS iNBERT W.$CFIOl2, Fy,M., IN THE OFFICIAL PUBLIC RECORDS OF LA0 COUNTY IN ft"UMENT NO. HALFF ASSOCIATES,INC. TBPELS,ENGINEERING FIRM 8312 `tr`:eLEThE 95M AMBERGLEN BLVD..BLDG.F,SUITE 125 ,�•rSIpM�,` �' AUSTIN,TEXAS 78729 TO CERTIFY WHICH,WITNESS MY NAND AND SEAL AT THE COUNTY COURT OF SAID COUNTY, A7 MY OFFICE IN GEORGETOWN,TEXAS,THE DATE LAST SHOWN ABOVE WR rrEN. NANCY ROSTER,CLERK COUNTY COURT \7,111 STALE Of TElIAS OF WILLIAMSON COUNTY,TEXASI",��OV11TY a KNOW ALL MEN BY THESE PRESENTS COUNTYOF WILL WN eY: DEPvrr : I,CUSTOS WAYNE WATTS,REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF dl A CE ti C tb TEXAS, HEREBY CERTIFY TEAT GROUND PUMA T TRUE AND CORRECTLY DE FROM AM y ACTUAL SURVEY MADE ON THE GROUND OF THE E PROPERTY LEGALLY DESCRIBED HEREON, AND THAT THERE ARE NO APPARENT DISCREPANCIES, CONFLICTS, OVERLAPPING Of IMPROVEMENTS,VISIBLE UTILITY LINES OR ROADS IN PLACE,EXCEPT AS SHOWN ON THE ACCOMPANYING PLAT,AND THAT NE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION IN ACCORDANCE WITN THE SUBDIVISION REGUOATONS OF THE CIN OF GEORGETOWN,TEXAS TO CERTIFY WHIR,WITNESS MY NANO AND SEAL AT AUSTIN,WILLIAMSON COUNTY,TEXAS, THIS_+ DAY OF 1,10-Ew44120 Z0, •` FINAL PLAT OF O � pp CHAPEL HILL SUBDIVISION WS, 1t 4_oFKgF 9 CURTSECTION ONE O 6 WAYNE WATTS,R.P.LS. 0! REGISTERED PROFESSIONAL LAND SURVEYOR -R�....^•-^o-.E...` _ TEXAS REGiSTRATIdI N0.6614 •y CUHTIS.W.-I is 6,4 28.814 ACRES OUT OF THE NALFF ASSOCMBEA SITES,INC.,T ILDG FIRM tt0029607 !7'•.?oi.F .OP 9WO AMBEROIEN BLVD.,3LDG.F,SUITE 125 ao'euavE. FRANCIS A. HUDSON SURVEY SECTION N0. 1, AUSTIN,TEXAS 78729512-M-46M ABSTRACT NO. 295 AND THE J.S. PATTERSON SURVEY, ABSTRACT NO. 502 00 HALO _ 2020-4D-FP PAGE 3 OF 3 w piI sIN EXHIBIT "E" TO INTERLOCAL AGREEMENT BY AND BETWEEN THE CITY OF ROUND ROCK AND THE CITY OF GEORGETOWN MATCHLME SEE SHEET 02 OF 02 r b i�.:`• o Mini �•� i r Imo,..,., �'. a �•T, 9 \ ♦p � O mR ♦ A nw�..y ' �. y�^I • •A �: =A �.♦,,I p'7 I • ON SURVEYOR O �r----------------- ___________=` O ' ___ _7____ s�r�_______ ___________ _--- __1______-___________________-_______- �n•r.r y �•..Si..n�.�. i ==V wrw _y___--_—_ _€_ _______________________________ -- --- E ---------------------------------- -- -------------------- ------- r 71 S� SURVEYORS CERTIFICATION' �* ALTAMSPS LANDTITLE SURVEY OF ruuNA•BosE•covEUNDa Assoc..wo A00•E••: LOTzcNA Nu SO.OIHson—ON 2.—IG TOuwO anvvaae I—ORO[a I I—Ul[NT NUN.FR 2022 "ANo lOT T.ao i A. pt WESnNG1gUSE ROAD ,•..r R run rm. •� r GEORGETOWN,TEXAS �r SEE nTIE COMMRMENT SCHEDULE B EXCEPTIONS ON SHEET 2 OF 2. EXHIBIT "F" TO INTERLOCAL AGREEMENT BY AND BETWEEN THE CITY OF ROUND ROCK AND THE CITY OF GEORGETOWN 0. 099 ACRE FN. NO. 23-137 (ABB) CHAPEL HILL - PHASE 1 OCTOBER 2, 2023 CITY OF GEORGETOWN ELECTRIC EASEMENT JOB NO. 222012278 DESCRIPTION A 0 . 099 ACRE TRACT OF LAND OUT OF THE JAMES S. PATTERSON SURVEY ABSTRACT NO. 502, SITUATED IN THE CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS BEING A PORTION OF LOT 2, BLOCK A, FINAL PLAT OF CHAPEL HILL SUBDIVISION SECTION ONE, A SUBDIVISION OF RECORD IN DOCUMENT NO. 2020145589 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS; SAID LOT 2 CONVEYED TO AMFP IV TX COMMERICAL LLC - CHI LOT 2 SERIES BY DEED OF RECORD IN DOCUMENT NO. 2020157687 OF SAID OFFICIAL PUBLIC RECORDS; SAID 0. 099 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING, at a 1/2 inch iron rod with an illegible cap found in the northerly right-of-way line of Westinghouse Road (R.O.W. varies) , being the common southerly corner of Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section Two, a subdivision of record in Document No. 2023022114 of said Official Public Records and said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section One, for the southwesterly corner hereof; THENCE, leaving the northerly line of Westinghouse Road, along the easterly line of said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section Two, being the westerly and northerly lines of said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section One, for the westerly and northerly lines hereof, the following two (2) courses and distances: 1) N21028143"W, a distance of 186. 17 feet to a 1/2 inch iron rod with "STANTEC" cap set at the point of curvature of a tangent curve to the right for the northwesterly corner hereof; 2) Along said tangent curve to the right, having a radius of 144 . 93 feet, a central angle of 68°10150", an arc length of 172.47 feet, and a chord which bears, N12036143"E, a distance of 162. 47 feet to the northeasterly corner hereof, from which a 1/2 inch iron rod with "STANTEC" cap set in the northerly line of said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section One bears along a curve to the right, having a radius of 144 . 93 feet, a central angle of 32°13120", an arc length of 81 . 51 feet, and a chord which bears, N62048148"E, a distance of 80. 44 feet; FN NO. 23-137 (ABB) OCTOBER 2, 2023 SHEET 2 OF 2 THENCE, leaving the southerly line of said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section Two, over and across said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section One, for the easterly line hereof, the following three (3) courses and distances: 1) S23041 ' 59"W, a distance of 93. 72 feet to the point of curvature of a tangent curve to the left; 2) Along said tangent curve to the left, having a radius of 32 . 50 feet, a central angle of 45010 ' 42", an arc length of 25 . 63 feet, and a chord which bears, S01°06138"W, a distance of 24 . 97 feet to the point of tangency of said curve; 3) S21028143"E, a distance of 232 . 05 feet to a point in the northerly line of Westinghouse Road, being the southerly line of said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section One, for the southeasterly corner hereof; THENCE, S70012132"W, along the northerly line of Westinghouse Road, being the southerly line of said Lot 2, Block A, Final Plat of Chapel Hill Subdivision Section One, a distance of 15. 01 feet to the POINT OF BEGINNING, containing an area of 0.099 acre (4, 333 square feet) of land, more or less, within these metes and bounds. THE BASIS OF BEARING OF THE SURVEY SHOWN HEREON IS TEXAS STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NAD83 (2011) , BY UTILIZING REAL-TIME KINEMATIC (RTK) CORRECTIONS PROVIDED BY RTK COOPERATIVE NETWORK, MANAGED BY ALLTERRA CENTRAL. I, AUSTIN B. BURKLUND, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THE PROPERTY DESCRIBED HEREIN WAS DETERMINED BY A SURVEY MADE ON THE GROUND UNDER MY DIRECTION AND SUPERVISION. STANTEC CONSULTING AUSTIN B. BURKLUND Date ....................... SERVICES INC. R. P.L.S. NO. 6879 AUSTIN B.BURKLUND ......................... 1905 ALDRICH STREET STATE OF TEXAS .4 6879 SUITE 300 TBPELS # 10194230 AUSTIN, TEXAS 78723 austin.burklund@stantec.coir ��SiJFi� CELEBRA 77ON CHURCH DOC. N0. 200500.3123 U /V j o VUh h�N 0 100 200 300 400 `n _ 1"=200' J v LU o OT 2 LOT 1 BLOCK A FINAL PLAT OF CHAPEL HILL SUBDIVISION SECTION TWO DOC. N0. 2023022114 Fvoc 50RVE1' sooN No• Zg� ABS �A 0.099 ACRES (4,333 SQ. FT.) CITY OF GEORGETOWN ELECTRIC EASEMENT APPROXIMATE LOCATION OF SURVEY LINE 3 X Q � � Q) L07 3 CD oN� WW � BLOCK A co O p C2 FINAL PLAT OF CHAPEL LOT 4 HILL SUBDIVISION O O Z Z ry �'� SECTION ONE W Q ��O C3 DOC. NO. 2020145589 CD o.E � � � � Ci LOT 2 >Q m Z O �' O J AMFP IV 7X JAMON 5v��p2 Z �+ 2:-6 � 73 COMMERICAL LLC — S(QRS 1 Y CHI L OT 2 SERIES P A S\RAG Co L4 DOC. NO. 2020157687 AB N C1 N .. o m CAP "� WESTINGHOUSE ROAD N Q P0 CA .O.B. (R.O.W. VARIES) O O N N CN CO FN NO.23 1371ABB� OCTOBER 2023 2221122/1 Client/Project DUKE COMPANIES �E OF 7'F CHAPEL HILL PHASE I Stantec �Q 'G+STFR'•+ Figure No. ... .... SHEET 1 OF 2 1905 Aldrich Street,Suite 300 AUSTIN . KLUND fine - Austin,TX 78723 879 CITY OF GEORGETOWN Q TBPELS #F-6324; # 10194230 ,ti;�..q. . + .•-'p ELECTRIC EASEMENT www.stantec.corn SURVEY I � VICINITY MAP N.T.S. LEGEND oraa 1/2" IRON ROD WITH ILLEGIBLE CAP FOUND 0 1/2" IRON ROD WITH "STANTEC" CAP SET P.O.B. POINT OF BEGINNING r-- �3 P.O.C. POINT OF COMMENCEMENT LINE TABLE c+i Q) N0. BEARING DISTANCE BEARING BASIS NOTE C� Ll N21 284,)"W 160.1 CN THE BASIS OF BEARING OF THE SURVEY SHOWN CN HEREON IS TEXAS STATE PLANE COORDINATE SYSTEM, L2 S23'41'59"W 93.72' N TEXAS CENTRAL ZONE, NAD83(2011), BY UTILIZING L3 S21*28'43"E 232.05' REAL—TIME KINEMATIC (RTK) CORRECTIONS PROVIDED c BY RTK COOPERATIVE NETWORK, MANAGED BY L4 S70'12'32"W 15.01' P= ani Q CURVE TABLE 00 T NO. LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH om N¢ C1 172.47' 144.93' 68'10'50" N12'36'43"E 162.47' �< uco C2 81.51' 144.93' 32'13'20" N62'48'48"E 80.44' C3 25.63' 32.50' 45'10'42" S01'06'38"W 24.97' 00 C jNo FN NO.23-137(ABB) OCTOBER 2023 222012278 Client/Proiec� DUKE COMPANIES Stantec ��°FT CHAPEL HILL PHASE �P G�siER - - Fgure No 1905 Aldrich Street,Suite 300 AUSTI URKLUND SHEET 2 OF 2 Title Austin,TX 78723 68r 1}"�: CITY OF GEORGETOWN S�O� oQ ELECTRIC EASEMENT TBPELS # F-6324; # 10194230 �{%5....... www.stantec.com fkq 2020145589 Page2of4 OWNERS: AMFP N CHAPEL HILL LLC. CHFET INDEX D T•K9•II.Red liability company SHEET 1 SURVEY/LOT LAYOUT GRAPHIC SCALE rNrR•L FFNdm•n,Pt•FMaM SITE SHEET 2 NOTES/METES AND BOUNDS DESC. 0' 50' too' 200' B ACREAGE: 28.814 ACRES LINE AND CURVE DATA 1..� AGENT: ROBERT W.SCHOLZ,P.E. SHEET 3 CERTIFICATIONS/APPROVAL BLOCKS HUFF ASSOCIATES,INC. SEE SHEET 2 FOR UNE/CURVE TABLES N 9500 AMBERGLEN BLVD. BUILDING F.SUITE 125 AUSTIN,TX. 78729 CELEBRATION CMAIICH \ (GL1ED 49.66 ACRES) Nei oiesozo oz SURVEYOR& HALFF ASSOCIATES,INC. DOC NO.2005003/22 E 3129978 91 ENGINEER: 9507 AMBERGLEN BLVD. BUILDING F,SURE 125 DOC. NO,2Do500J123 AUSTIN,TX.78726 OPAW..C.T. TBPELS SURVEYING FIRM/10029607 'OCP/EM 512 TBPELS ENGINEERING FIRM/312 (512)777-4600 PHONE ,3•A8 f.1.A 6 (512)252-8141 FAX NB Fd+Esr VICINITY MAP: SUBMITTAL DATE Jule•22,2020 (DIED) N 101°5°43.6° $,x SCALE 1"=1000' TOTAL NUMBER OF LOTS 4 E 3129529.58 ,IP�d u• TOTAL NUMBER OF BLOCKS 1 CELEBRATION CHURCH REWA1M(CALLED 59.56 ACRES) DX A10.2005aa1124 O.P.RW.C.T. /25'att OF GEORGETOWN \ 1N66 1 \ u ljTs DOC.N0. O.P.R.WC.T \\ �\ P LEGEND: 0 112"IRON ROO FOUND �• \\ \ (UNLESS OIHERVASE NOTED) A PK"I WITH'FORES'r WASHER FOUND TERRI L.EANN£019AN ANO MERRY CAROL RODRIGUEZ, s 25 PRIVATE MICATDRAINAOE \ \ EASEMENT NEBEsr 11EDICAIID O In'IRON ROD SR W/'HNEF ASSOC.INC.'W CO-IRU57M OF THE , \ TO M SET PRIOR TO PIAT RECORDATION CARRY,'ANN 84RTON SAM SEPARATE PROPERTY REIO A&I TRI/ST \\,5 \ AL 9UAdNG SETBACK UNE R£M4IT4 R OF(GILLED 55.41 ACRES') \y \\ N.T. HERBAGE TREE DOC.NO.2017004719 \ SEE SHEET 2 FM TREE SCHEDULE O.P.RN:CT \ '\ P.D.B. PONT OF BEGINNING \ \ O.P.RW.C.T.OFFICIAL PUBUC RECORDS OF WILUAAISOM \ cou Nn,TEXAS "FOREST' \ ( I RECORD INFd1AMTDN 'FORESY I TWO \ \ "FORESr + \ 'FORESr 4 3 ` LOT 1 \ BLOCK A \ 18.917 ACRES \ I \ m'CITY OF GEORGETOWN t5'PRIVATE DRAINAGE EASEMENT NERDY 0laICA1ED \�• ��• F N 15 �EYF ExaU9VE wA ER HERBY DEDICATED C 5 Np" 295 m H.T.61364 b Nup'ticN NO• w $J "Cl i G x.61364 i o vi 1n 1. 6 Z , i `//� (a .1.813§q8 g8 (F3 H.T.61387 H.T.61369 �It N..6,37H.T.61371 s •FORESr ) FRF94WPB// 'tl E �i 'PO r L6 LBH.T.70863 HT.]G229 L7 q20 yry00 \ 50'PRIVATE ACCESS �, FASOFDCT IIEII®Y OEdCATm /iii LOT 3 \\ I LOT 4 P.D.B. �\" / -.7G6H3 BLOCK A \ / ` HH 6t376 BLOCK A (DID) 4.596 ACRES \O/ / 3.511 ACRE E 3101(.05 3785 S B3 �PRIVATE DRAINAGE EASEMENT 5'PUBLIC unutt / HER®Y OEpCAIED / EASEMENT HEREBY /,,) 5'8�7.55•W ¢�,I / DEDICATED \ryA•1�' "BAKER- . / 15'CITY Of N� �M��E 1 ( n16mFt 4i/// •FOICSr AICKI.`;HE / ry GEORGETOWN Tia1�PTY2•-Wt \ / / /.I,ge4 �QY WASTEWATER �'�; \. dA y�'IE EF.43"E1Lo '\ �!,/ �YNeyg 60 SU tNE EASEMENT HEREB'/�OEDACCESSIDTm 1// DDmIc�ATm HERBY \\� • �.rIH� 1y�O� ./ 4�W 5e1� ApW10 \ LOT 2 EPT M_\ BLOCK A $ +dr,/ -.5, CITY of aoRGETOWN 4 1.791 ACRES \i +r'%�Nf"j` /i 1�+\'A, ��v a►a" EXCLUSIVE 20'WATER LME lF IS'FUSUIC Vii'/'� /1 3S \�• EASEMENT HEREBY DEDICATED \\ UTILITY EASEM04T NEREBY OEDICATED_ \/ 13 W '�\\0���/(B.•�•/ i 3W 5�0 S8� N � r\\ P TFp�S�O•D'D r p^R ( \ �Am 5d 8/(L KADg1t9(ii N1ERE5T)AND $e. .eB73 i\� N9' •1`+ 11aD FOREBT CN MfSTINGHWSE POWE APARTMENTS LP MLL HORIZON 1*fSTmE7R5,LLC N3 WNREST) &.m. \� (GUED 1110 AGTES) REIL MER OF CALLED 10.01 ACRES f `}`3051'FoRESr Er 'FatEsr OX44EK M7.20130167166 DOL..AV..20/9005509 ) Y. F Ls/w 504 i S 196 'NO✓AK WEST7NGHOUSE LP 0..P.RW.C.T O.P.R.W.C.T. SUR?E / a 1'J6T5 1'01�5Y -" Y G•G1 ANO• �RElLA7NDER OF(GLEED 76.17765 ACR£S)1 PA11 C15ON NO 502 1.�•\/ 1\�\3 WA��a� D004TNNT AV 2014073967 \\ S. STPA S'1' / o �-\" o0d14E2Fr N0.hzD133rLz .O13LW.C.T. \ J• P8 �56� 1*t <al•2z; $.' \ter FINAL PLAT OF /1 / to 5N` IN 512.8031 D"CN°E;"HO u s .oD®WC.T. CHAPEL HILL SUBDIVISION L) SECTION ONE � \Y/ 28.814 ACRES OUT OF THE l / •`OPECr FRANCIS A. HUDSON SURVEY SECTION NO. 1, ABSTRACT NO. 295 AND THE J.S. PATTERSON eAwaeEARINGs BIIs STATE PLANE NAD1983 CONTROL POINTS(BENCHMARNS NOTED 9v BM SURVEY, ABSTRACT NO. 502 CORN TEXAS AND DtSTL ZONE 4203.GEOID 218.ALL GRID cR10 SURFACE SURFACE HALF ' IC O US),TVA NCD DI AL ZO 3 ME3,G SURVEY FEET, SHOWN IN SURFACE VALUES AND MAY IN CONVERT ED 101 10184027.22 3129039.50 10185249.30 312941498 835.78 1/2 IRON ROD'MTH HALFF TO GID USING THE SURFACE ADJUSTMENT FACTOCI OF TRAVERSE CAP SET 1.00032.VERTICAL DATUM -NAVM'GEOID 12, 501/E1M 101BA498.24 3130360.79 10185720.38 3130738.44 870.51 MAG NAIL IN SIDEWALK SET FINFI 1�eFIaMll lsaaw.luur.NwRe 504/0. 10180399.31 3129795 79 10185621.44 3130171.37 851.77 MAG NAIL IN CURB INLET SET w W�MF��R�M 2020-40-FP 512/8M 10185979.06 3129651 29 10187201.38 3130026.85 944.86 COTTON SPINDLE SET �� PAGE 10F 3 2020146589 Page3of4 laAEwAI NOTES 1. 11111111*PR0I�EIN FaE ACT pE4ROp,,Brt A0.E WATER OEdIpETowN UIRI}Y rvtlBl4 WAITEWATFA:oEaROETOWw 11111171*MiB4.AND AFL7Rp:OFOROETPMI VOIOY MTEY1 x. 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I TNa PUT a aANIECT ro THE PR7+WIolN oc THE c,ir a aEa6oErowN wArAI m•1ArvATIolI oRolMape. �NT u RIE TABLE 1L TIE N16as4WN 1-CT TO TIM APPUI.ATON N 4LE M TO TIE WATEA OLLWTY REa1ATIpN a'THE 0,t)F &7534 NC EASELENT I1IlE TABLE �ROETOW" Ap 1 1' 101.16 N.AOEOLOOICAMkWN60.N ACCOt,,D 'E NTM THE air OF OEONOETOM.VMTFB OLNLT'REgAATldq,wA6 aNPLFT£O 1 1. 3" NIB'1'20'E 1 1 6'1611 261.14 OH NartAaIER,A ita.ANr 6FSAp6 AIp 1rREA1,a Al NENrEED W THE OEancic_.�T ARE aNOPN IEIEN. 6' HOO'0/00 61 277721 140.504 N18212 1 21'2851 190.5]NI821'20'E 1 ♦ 4611 54.07 1NN6' NOe'e' 'W 273724 1-34.03-BNIYRVN• S47 •O'E 1• a 21'8 1 195.67 mm.AEWIWnNCOONENf NO.m)mlmlla 111FOEFOAL PLYKaEfDPD1a WaDAMSOM cawn.lE)As 101 AWCT.ITN IWIAA1Wtl {' N 6] 7 ]3'/700 N.36 ro)ll0nl OF M).N AOE TIN[f a Lw1D O]PNEY[p TO AnR N waft HILL LL[N A sROAt WMAANTY mM dTFp IANIIMF)0.1@D, 1'26'1 9 20.37' A[LOIIOEpM9oalrrO Ro l@m1MILO.PAW.CI,ALL OF TIE CALIfDIInI A-1MCTa LANA aW 1 mAMfprvpUNI MU LL[N A SPf44WAAIIMTY OAp M1ED MNlWA3E ii,MD]W06M9pLLMENI NO.mlm1N3L Ol AW.CT•AMp TIE RMARM6 FM110Na 9 9'3113 TO BY p I1M ApE,RAR a uND nlIL9YlD TO AMP N OW[L wLL LLC M A SP[a4 WAAMrOY aF0 nATED IA-,0.m 10 l4'1700 {5 39 aFmllap IN 00C1N,WIf b mlmSlmO,O.P WwCT.;fmp iH1 AO03 a u6o a4AW ivA F4rI1diI4rN YVW W nI•IN M 4WeM•M C US A N t I 7011 OD 23.12' A Nw. a1 16.51 53.20 5703 40' 50731 25 {5.03 t 1 11'1]00 45.66 11a11nN14 n•Vtaln can ma pIm 1rENdkn•rap nn.p m aw waR4W Imrw r1Naw w d WmIAaFw,�ARa!rWns..T.•an OC2 47.21 164.00 172]19 331'3 SS U.I 1 mdmllw-ew.mle�pm�dtlw Wl,lID 4m braN we mdlr�yrwnE..ln eevlae4 b.ddlw a4n9 ew we..eR mrn. DC3 67.46 93.73 5726X1 Se80549 64.34 dm.�rea.d.mwa s).s1.de Wa.dlme�ms.4mtarrdbn Dwa�Hp•o..a Na wsmiv4arAWTr., DC4 1 64.00 11'5951 N7WlO'OO it 13.36 DCS 1.03 6100 1723 35 H6826 17 15.00 111Ra van Ke'u-wea vu w4 mmerl lvm WMA awr NN r wwnpww AOm.nwra ew man Mw.d uw.ra ttm a WFa tM DC6 79.94 64.00 36'45 30 N{1 V9 45 39.30 EASEMENT LINE TABLE Mtlu.tlmd.dw Ow mM)N ave me sn man aw dew mM t7m,da 0`«t d.as,«o 1114 11 Nd Rwn•W-bae ma OC7 06.36 04.00 61'1256 N54'3326 65.17 ING ANC wIN•rwN'W AWne d•rs.m�comer r en.eN tlm w bed rM IM uN ll.tl w b•Lt d m•mNnn.l In1w d,m.56 Nd Fw•nW •Vann,an m4wM -.1 N<,In e0.•a•MWdvtstMmt/,I Allen me awn•wllr mP.lde..IWw«dan.MMPPNM4 AL1 21'25'46^W75.00 nares rylrz d Wm N.d wsmrd.a.w Awe; AL2 27E 12.73 ALJ t'S b 134.5] Tltlla wer.rd ed�wr Ra,7tl ewa b•ae..wW)N.vAv«t«ewe•eia v.Tma,Wa We'do.bW n.n lslmn•m..ne ebwmm•: CURVE DATA K4 1'25' 1F 75.00' Ala 54'08'27'E 1275 ,. smnn AVP7Y we.L•ewe d mlv Imt m•N-wn bm�nr wM•HNT w•eL CUM/ IF7N'I•H RADIUS DELTA 04M LENGTH 9FMNC K6 21'2546 134.57 C, 230.00'230.00' 41'2777• 162.62' N 00'42'31*■ K7 1 2.02 Alb 227.24 x vdn,9W,r WL•�wmmdtt9p nNlmelry4nd.can nv.tnww mrc 0'2 254.10• 14100' 1ar24.14• 222.61• S 26'45.40'W AL9 23.23 19.62 ,. sWnn ul%Yx1•Wa.6prod,xi Nd m.tR+arn wen me.sTl�•H•1Pw•et 0'3 1N.90' 100.00' 7 '13' 122.54' N1r21.20'E X10 11'02'OS'E 534 60.00 C4 131.90' 10000' 7534'13' 122.54' N 1821.20•E 4. SwMW11OY WK.sd«odN.,,fMme Nnmbme rlm MNT WmS 05 61.64' 10 ' 16.59• 60.6]' N 0.4 35 0546'16•M s ps went•4N1Av r m@ Nd m.t/lAan em me.a•X817 0`p wt r,we ae•L ane y n.mM t roa a+e�K ewes er CASEMENT UNE TABLE rd M d m•m m.wlr+t Pnr,.bn r fent c•tom; WL1 683507 4.00' TMMa wa sw a Wim Pt-I--bed-PP-114-1- W12 1'24 53 15.00 bFa me AWa.b4 Awr IM mum wra WRav WL3 3507 4. 1111 32'59W 16.67 ,. •NM7t7a'tT wmL•aNlwvd w.sl kALm•Vt.�a.an menpn Rp wmNe TWPA.ad•r.r•daFa•addrvPNW: 161E DATA WL5 75'2427 136.60' WL6 52'59'W 36.76 x wM Iwa dP.s m eN rN1L n•W,w•r•E,u d 7m m•wL.•ww..,wN d a'Znr m u,NRa a,tl4f N.,•ne•.naw were ba.n LINE If BFAR11W DISTANCE WL7 53'31'W 25,87 NFM arav'wmt•aMaodtsw Awtmei/laN�imn ro4.a oP mnppe+l•N A.md«w'HA ror«dmlW dwm w.., Wl8 1'4644 42.91 Ll N 75'24'27•E 127.16' (L1) N 76.46'05'E 127.4' WL9 34'1641 62.19 ). NPM xp'pt'U•,r,.luod7lllleeLm.V1-w.m.an.oe.wn uP d+mpe!'H•M A.•owv!•N: 1O 183731 14.96 L2 N 6552'59'E 36.77' (L2) N 6514'57'E 36.75' 0`1_11 2]'3341 2.90' 12 171841 103.19 Nea srlrn•WNa•4Wmm a man)N.,m•to"°'""'"°'""RP N.npr•"rr Amdrr.r a e."°'""mL�«d ew L3 N 6553'31•E 23.37' (13) N 68'25'27'E 23.36• t J 10'11 19 67.10 b.a n.1W w.n>sWm mrn«d w.w�.n+Nn4 wroPn m Td,p.m o.pea sw s e.m�IN«M w r n. A'4 .W.I Waw.a,w,cad-1--T-d pw om.A.n a«,m 11 33 41 8793 vrn septa r.al.rN r.meN,r,.L•.m ladnspedM w«..nIT lunmeen o..w a.ee wrT s.mT.wmem W Nene•...b L4 S 81'48'44'E 63.59' (L4) S 8032'10'E 17.59' t5 21'20'191 15.00 mtNwrv.OrAW.c,.; L5 N 1003'04•E 46.72' (LS) N 11'17'17•E 48.72' 1] 21'3341 "50' Tlaa N•M Knm•,.4.IN w pwPST Im.d w wN tIn a b.a m Rn aq ew m.a.N EM 75-DO d w.mM 11.41 FPP pFd.. L6 N 5r46'4l'W 27.68' (L6) N 5548.04•W 27.63' 16 1711 41 tOg.1 19 121611 109.14 alN.tmr N.T-..ft .. .omen,Wlw RaAd•wbwamWWm mmmrlw aMtipa.d.lydrew WWpdrl mmm ra. L7 N sr33'OS'E 36.79' 0 253341 7.55 NM ss.41•m bdl.4enaN•+aaN 6udp.WM,74 va pent. 1 16'3 30 0.32 TltlEa.a w+m�N.nd .I..N..mdaw,•u)N.d.b.as.waw.m,An„«•,m,.m.IT o-,mdn�..w,.md.Iry P..s«dn•, L6 N 20`01.18'E 76.94• 2 3CIS41 72.33 •«.,red.ew NLe-..W....�tn m«••••ne e.,>�. L9 S 7000'06'W 32.96' t Ndm s1.4E4r Wm,r4lo�vdnpAldm.V,-Mean me uw.•r«.n•�twn4 b.mn..pn mrrwr-. L10 N 21'25.46'W 75.00' x Nadn>P ar w•,aL.4mnmd4an Awlm.t7T•.n b.n WadN�o.mt•�bane m.�.�m�.r, 01 N 54"06'27'E 12.75' L12 S 7011.4•W 98.21• ). Hwa O,d'tY[e4eaParN3.N M1wmeN.ml.m ma vAn'rann'rK toinN nv swan mew.: L13 S 70114'W 60.4' 4. -.1- L14 S W33'41W 60.02' s. NPM N•,r,rE.4.s..ad„sT Ndmv,+,a.an Rl..w•T««r 0`P Emne NrmWWm�mn«: L1S N 21'26'19'W 13.59' Q 4 MeM U'fl'm•fee,•amrcedx nAMmV]-M banbMn'w�mf wbmrlbdn.am m.w. A 7 MFM n•N']T F4<•IW�u d 11711 nwL m 1714m�M me.4w'FP�'mP teLM b!w�vwrR mrn•r r eM WM 3 N a 1.N,,aenN•mwWwn maw.wn ew�w.wnrW FO.e«•d w...le ss 4L«2 t..a edh N..mmn n.r 1...N t,m«..b«c I-Ot d7,�.1 FINAL PLAT OF L el.mdoellNdm.n a a me.A map R.budbp.mdnWwdeRwar.d.a.errM w emuNNdN CHAPEL HILL SUBDIVISION a..dLlnpm,,.dw,mam,tn.�,mlm7v,.p,AW�T.wp.�,Wal,m.,,.de.NN�.a...,FFa,p,ndm.11.1•p.,,.a SECTION ONE «r w.+Na tt.m.d.b.a lar w n.d,n•..�..d vw n«d•.r«,N.e b.0`r we: V 1MMp NorM K„'K f4,aen ew�I«N Nes d e.•WM„DS een treat MMW ew an iM d e.•ve U.N w na•dmnR Q d �nm�� Na�; �d� Ra e � y mw.�dN.weum d.bdw 28.814 ACRES OUT OF THE FRANCIS A. HUDSON SURVEY SECTION NO. 1, t ABSTRACT NO. 295 AND THE J.S. PATTERSON to awmma..a.ddms,Ndm.v b a msamaN.mmwm.. SURVEY. ABSTRACT NO. 502 2. NwmN•,)wL.�.,..�d,m.menden.t�. ..�m,.�-Ta_,.•�Pb,n,m.mn.,mnm�.., HALF 0 as ). •4e•�Iw..aw�dtoe.s,N..mn�.,�rt or uarxp me mnoHlti Neu.aE)d lw.n,a,.dl.,,.a«nnew r wusA4WnM 0•FP PAGE sI..M1 PAGF 2 OF 3 — -- 2020145509 P 4 of 4 STATE OF NEW YORK ( 1,SOFIA NELSON,PUNNING DIRECTOR OF THE CITY OF GEORGETOWN,TEXAS,DO HEREBY KNOW ALL MEN BY THESE PRESENTS CERTIFY THIS PUT IS APPROVED FOR FILING OF RECORD WITH THE COUNTY CLERK OF COUNTYOF NEWYORK ( WIWNCQUNTY,TEXAS. I.AMFP IV CHAPEL HILL LLr SOLE OWNER OF THE CERTAIN 28.814 ACRE TRACT OF LINO 7, �1, SHOWN HEREON AND DESCRIBED IN DEEDS RECORDED IN DOCUMENT NO.2020010911, 'J- DOCLMFFNT NO.20200LO312 AND DOCUMENT NO.202MI1100 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY,TEXAS,DO HEREBY STATE THAT THERE ARE NO LIEN IAN N.PIANWNG DIRECTOR DATE HOLDERS OF THE CERTAIN TRACT Of LAND,AND DO HEREBY SUBDIVIDE SAID TRACT AS SHOWN HEREON;DO HEREBY COVENANT TO ALL RESTRICTIONS UMD HEREIN,WHICH SHALL THIS SUBDIVISION TO BE KNOWN AS'FINAL PUT OF CHAPEL HILL SUBDIVISION SECTION ONE' RUN WITH THE LAND;AND 00 HEREBY DEDICATE TO THE CITY Of GEORGETOWN THE HAS BEEN ACCEPTED AND APPROVED FOR FILING OF RECORD WITH THE COUNTY CLERK OF STREETS,ALLEYS,RIGHTS-OF-WAY,EASEMENTS AND PUBLIC ACES SHOWN HEREON FOR WILLIAMSON COUNTY,TEXAS,ACCORDING TO THE MINUTES Of THE MEETING OF THE SUCH PUBLIC PURPOSES AS THE CITY OF GEORGETOWN MAY DEEM APPROPRIATE.1 HERESY GEORGETOWN PLANNING AND ZONING COMMISSION ON THE j"DAY OF BIND MY HEIRS,SUCCESSORS,AND ASSIGNS TO WARRANT AND FOREVER DEFEND SUCH 20_l A.D. DEDICATIONS,ALL AND SINGULAR,TO THE CITY OF GEORGETOWN AGAINST EVERY PERSON WHOMSOEVER CLAIMING OR TO CLAIM THE SAME OR ANY PANT THEREOF.THIS SUBDMSION K TO BE KNOWN AS'FI NAL PUT OF CHAPEL HILL SUBDIVISION SECTION ONE'. // q� / IZ �W I'c1 ERCEL BRASHEAR,CHAIRMAN DAVIE TO CERTIFY WNKl1,WITNESS BY MY NAND THISa DAYOFI W� 20a.6 CHERE HEINRMANM.SECRET DATE BENJAMIN L FRIEDMAN,PRESIDENT AMFP M CHAPEL HILL LLC,A TEXAS LIMITED LIABILITY COMPANY CJO ABACUS CAPITAL GROUP BASED UPON THE ABOVE REPRESENTATIONS OF THE ENGINEER OR SURVEYOR WHOSE SEAL IS 100 PARK AVENUE,SUITE 13500 0,SU HERETO,AND AFTER A REVIEW OF THE PUT AS REPRESENTED BY THE SAID ENGINEER OR SURVEYOR,1 FIND THAT THIS MAT COMPLIES WITH THE REQUIREMENTS OF CHAPTER NEWYORRNY10017 15.M,FLOOD DAMAGE PREVENTION,OF THE GEORGETOWN MUNICIPAL COO. THIS (212(203190 CERTIFICATION IS MADE SOLELY UPON SUCH REPRESENTATIONS AND SHOULD NOT BE RELIED UPON FOR VERIFICATIONS OF THE FACTS ALLEGED. THE CITY OF GEORGETOWN DLSCIA RS ANY RESPONSI&/TTY TO ANY MEMBER OF THE PUBLIC OR INDEPENDENT VERIFICATIONS OF THE REPRESENTATION,FACTUAL OR OTHERWISE, CONTAINED IN THIS MAT AND THE AAJJ11(( (/ -pDOCUMENTS ASSOCIATED WITH IT. STATE OFTim YIL I jy1� /I'(a' ''II KNOW ALL MEN BY THESE PRESENTS GLEN HOLCOMB.BUILDING DATE COUNTY OF WftWASON N(I.1 FICC( CTT OF GEORGETOWN BEFORE ME,THE UNDERSIGNED,A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE,ON THIS DAY PERSONALLY APPEARED UNAMIN L FRIEDMAN,KNOWN TO ME TO BE THE PERSON WHOM NAME IS SUBSCRIBED TO THE FOREGOING IN tTRUMENT.// GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS A!DAY O N/VVPIu+ 20 Tom' LACI A. 4:�cr NOTARY PUBO LANDfOR 111E STATE OFTBM6-.J/��I� MYCOMMI ON EXMRES ON: Iu AI (G. 1+7N STATE OF TERAS KNOW ALL MEN BY THESE PRESENTS COUNTY OF WRLAMSON I,ROSE"W SCHOLZ,LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS,DO HEREBY CERTIFY THAT THIS SUBDIVISION 15 IN THE EDWARDS AQUIFER RE04ARGE ZONE AND IS NOT ENCROACHED BY A NNE A FLOOD AREA,AS DENOTED HEREIN,AND AS DEFINED S FEDERAL EMERGENCY MANAGEMENT ADMINISTRATION FLOOD HAZARD BOUNDARY MAP, COMMUNITY PANEL NUMBER 4SOICIASSE,EFFECTIVE DATE SEPTEMBER 26,2008,AND THAT EACH IDT CONFORMS TO THE CITY OF GEORGETOWN REGULATIONS. STATE OFTEXAS THE FILLY DEVELOPED,CONCENTRATED STORMWATER RUNOFF RESULTING FROM THE ONE I HUNDRED(100(YEAR FREQUENCY STORM IS CONTAINED WITHIN THE DRAINAGE EASEMENTS KNOW ALL MEN BY THESE PRESENTS SHOWN AND/OIL PUBLIC RIGHTS-OF-WAY DEDICATED S THIS PUT, COUNTY OF WILLIAMSON TO CE�IfTJEY�WHIN WTTN AM HAND AND SIAL AT AUSTIN,WILLIAMSON COUNTY,TERAS, TH15]'SDAYOF E 300 1,NANCY RISTER,CLERK OF THE COUNTY COURT OF SAID COUNTY,DO HFRM CERTIFY THAT THE FOREGOING INSTRUMENT IN W THE JILB�, TTH ITS CERTIFICATE OF AUTHENTICATION�N�WAS � 1.L , TL-i) FFLNL, ROBERT W.ScNdLZ 9�• S�NNN flIFD FOR RECORD IN MY OFFICE ON THE�µI� DAY OF��`,��'�20�A AD..A LICENSED Pd3FESS1 l E WEER NO.911S1 •-.e__.... -.F R.M.,AND DULY RECORDED THIS THE I�• DAY OF�-+�,20A AD,ATLTdCLDCK. STATE OF TEXASFIOBERT W.SCNOLZ� L.M., IN THE OFFICIAL PUBLIC RECORDS OF SAID, COUNTY IN INSTRUMENT NO. RALFF ASSOCIATES,INC. Y:in" ,01,0145589. TBPELS,ENGINEERING FIRM$312 9500 AMSERGLEN BLVD.,BLDG,F,SUrtE 125 �SSgNj�:E�J AUSIN,TEXAS 79729 ����J TO CERTIFY WHICH,WITNESS MY WIND AND SEAL AT THE COUNTY COURT OF SAID COI/HT, AT MY OFFICE IN GEORGETOWN,TEXAS,THE DATE LAST SHOWN ABOVE WRITTEN. NANCY RISTER.CLERK COUNTY COURT STATE OF TOMS ( OF WIWAMSON COUNT'.TEXAS KNOW ALL MEN By THEM PRESENTS (^�.-,I COUNTY OF WR1MAGON( By:311M�.4Ly DEPUTY -*:• *= 1,CURTIS WAYNE WATTS,REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF I, G t 'G TERAS,DO HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECTLY MADE FROM AN '• M ACTUAL SURVEY MADE ON THE GROUND OF THE PROPERTY LEGALLY DESCRIBED HEREON, 9'f;p,,,•••:,.'.�L1, `XS/ AND THAT THERE ARE NO APPARENT DISCREPANCIES, CONFLICTS,OVERLAPPING OF IMPROVEMENTS,VISIBLE UTNTY LINES OR ROADS IN PIACE,EXCEPT AS SHOWN ON THE 'I•' ACCOMPANYING PLAT,AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF GEORGETOWN,TEXAS TO CERTIFY WHICH.WrrNW MY NANO AND SEAL AT AUSTIN,WILLIAMSON COUNTY,TEXAS. THIS DAY OF R./Du CM pZp, FINAL PLAT OF O CHAPEL HILL SUBDIVISION ` SECTION ONE d CURTIS WAYNE WATTS.R.P.LS. o1,:'.."�. '.... REGISTERED PROFESSIONAL LAND SURVEYOR _ TEXAS REGISTRATON 40.66M •I COHT13•W.NSI rs -c "" fiie p,: y 28,014 ACRES OUT OF THE HALF F ASSOCIATES,INC,TIRES FIRM$10029607 �`•;y0° Qwo 9500 AMSERGLEN BLVD.,BLDG.F,SURE 125 '%°R E:°•y FRANCIS A. HUDSON SURVEY SECTION N0. I, AUSTIN,TEXAS 78729 S32-7774600 ABSTRACT NO. 295 AND THE J.S. PATTERSON UI SURVEY, ABSTRACT NO. 502 00 HALFF -0 2020-40-FP MEW- PAGE 3 OF 3 EXHIBIT "G" TO INTERLOCAL AGREEMENT BY AND BETWEEN THE CITY OF ROUND ROCK AND THE CITY OF GEORGETOWN ELECTRIC EASEMENT STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF WILLIAMSON § This Electric Easement Agreement (this "Agreement") is made on the day of , 202_, at Georgetown, Texas, between AMFP IV TX Commercial LLC — CHI Lot 2 Series, a Texas limited liability company, whose address is 3610-2 North Josey, Suite 223, Carrollton, Texas 75007 (hereinafter referred to as "Grantor"), and the City of Georgetown, a Texas home-rule municipal corporation, whose address is P.O. Box 409 Georgetown, Texas 78627,ATTN: Georgetown City Secretary(herein referred to as"Grantee"). 1. For the good and valuable consideration described in Paragraph 2 below, Grantor hereby GRANTS, SELLS and CONVEYS to Grantee, its successors and assigns, an EXCLUSIVE easement and right-of-way (the "Easement") for the placement, construction, operation, repair, maintenance, replacement, upgrade, rebuilding, relocation and/or removal of electric utility and telecommunication lines and related facilities (collectively, the "Facilities") on, over, under, and across the following described property of the Grantor,to wit: Being all that certain tract, piece or parcel of land lying and being situated in the County of Williamson, State of Texas, being more particularly described by metes and bounds in Exhibit A and depicted by sketch in Exhibit B, each attached hereto and made a part hereof for all purposes(the"Easement Area"). 2. The Easement and the rights and privileges herein conveyed, are granted for and in consideration of the sum of One and No/100 Dollars ($1.00) and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt and sufficiency of which is hereby acknowledged and confessed. 3. The Easement, with its rights and privileges, shall be used only for the purpose of placing, constructing, operating, repairing, maintaining, rebuilding, replacing, upgrading, relocating, and/or removing the Facilities. The Easement additionally includes the following rights: (1) the right to change the size of the Facilities; (2) the right to relocate the Facilities within the Easement Area; and (3) the right to remove from the Easement Area all trees and parts thereof, or other obstructions, which endanger or may interfere with the efficiency and maintenance of the Facilities. 4. The duration of the Easement is perpetual. 5. Grantor and Grantor's heirs, personal representatives, successors, and assigns are and shall be bound to WARRANT and FOREVER DEFEND the Easement and the rights conveyed in this Agreement to Grantee and Grantee's successors and assigns, against every person lawfully claiming or to claim all or any part thereof. GEORGETOWN ELECTRIC EASEMENT Page 1 of 4 6. The Easement, and the rights and privileges granted by this Agreement, are EXCLUSIVE to Grantee, and Grantee's successors and assigns,and Grantor covenants that neither Grantor nor any of Grantor's heirs,personal representatives, successors, or assigns shall convey any other easement, license, or conflicting right to use in any manner, the area(or any portion thereof) covered by this grant. 7. This Agreement contains the entire agreement between the parties relating to its subject matter. Any oral representations or modifications concerning this Agreement shall be of no force and effect. Any subsequent amendment or modification must be in writing and agreed to by all parties. 8. The terms of this Agreement shall be binding upon Grantor, and Grantor's heirs, personal representatives, successors, and assigns; shall bind and inure to the benefit of the Grantee and any successors or assigns of Grantee; and shall be deemed to be a covenant running with the land. [Signatures on the following pages] GEORGETOWN ELECTRIC EASEMENT Page 2 of 4 IN WITNESS WHEREOF, Grantor and Grantee have caused this instrument to be executed on the dates set forth herein. GRANTOR: AMFP IV TX Commercial LLC, - CH Lot 2 Series a Texas limited liability company By: Benjamin Friedman, President STATE OF TEXAS § COUNTY OF § This instrument was acknowledged before me on this the day of , 2024, by Benjamin Friedman, as President of AMFP IV TX Commercial LLC—CHI Lot 2 Series, a Texas limited liability company, on behalf of said limited liability company. Notary Public, State of Texas GEORGETOWN ELECTRIC EASEMENT Page 3 of 4 GRANTEE: City of Georgetown, a Texas home-rule municipal corporation By: David Morgan, City Manager STATE OF TEXAS § COUNTY OF WILLIAMSON § This instrument was acknowledged before me on this the day of ,2024,by David Morgan,as City Manager of the City of Georgetown, a Texas home-rule municipal corporation, on behalf of said corporation. Notary Public, State of Texas APPROVED AS TO FORM: Andrew Culpepper, Assistant City Attorney AFTER RECORDING, RETURN TO GRANTEE: City of Georgetown Attn: Real Estate Services P.O. Box 409 Georgetown, Texas 78627 GEORGETOWN ELECTRIC EASEMENT Page 4 of 4 . . I - , r cc Encroachment Area I ,.. , n 4 II Interlocal Agreement — Chapel Hill Easement Encroachment o�NORo«rXA�