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CM-2025-104 - 4/18/2025 2025034682 AGR Tota® Pages: 3 fr 1 11111 II 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. L40117 Williamson County TC 312412025 ENCROACHMENT AGREEMENT THE STATE OF TEXAS § KNOW ALLY THS S: COUNTYIILIA This Encroachment Agreement (" ") is entered into as of this 24 day of March, 2025 (the 1ffective Date") by and between ATMOS ENERGY CORPORATION, a Texas and Virginia corporation ("Atmos Energy") and City Of RoundRock('Owner"), BACKGROUND: Atmos Energy is the successor-in interest to the "grantee" under that certain easement recorded in Volume 427, Page 229 of the Deed Records of Williamson County, Texas ('Easement"); WHEREAS, Atmos Energy is the successor-in interest to the 'grantee" under that certain easement recorded in Volume284, Page 475 of the Deed Records of Williamson County, Texas ('Easement"); Owner owns certain real property ("Property") encumbered by the Easement, such Property being more particularly described on Exhibit"A"attache hereto; Atmos Energy currently maintains a natural gas pipeline and/or pipelines and the appurtenances thereto across the Property; Owner desires permission to construct, operate and maintain a 60' roadway with concrete cap, two 18' storm lines and a sidewalk. as specifically described andho on the attached drawing, marked Exhibit "B". (the "Encroaching Facili ") within the boundaries of the Easement(" "); and Atmos Energy is willing to permit Owner to construct, operate, and maintain the Encroaching Facility but in order to ensure Atmos ner y can continue to safely and efficiently car out the l purposes of the Easement, Atmos Energy has requested that Owner agree to the terms set forth below; and WHEREAS, the Owner is 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, Atmos Energy and Owner agree as follows: 1. Construction and Location of Encroaching Facility. Owner may construct and locate the Encroaching Facility in the Easement Area only as described and shown on the attached drawing, are Exhibit"B" and in the specific location shown thereon. Owner shall comply with all conditions and requirements of Atmos Energy for the construction of the Encroaching Facility. 2. Maintenance of Encroaching Facility. Owner may not relocate the Encroaching Facility within the Easement Area, nor may Owner modify, enlarge or otherwise redesign the Encroaching Facility (such relocation, modification, enlargement, or redesign being an "Alterationn) without the prior written consent of Atmos Energy, which consent shall be granted or withheld in Atmos' sole and absolute discretion. However, ordinary maintenance and repairs may be made to the Encroaching Facility without the consent of Atmos Energy so long as such maintenance and repairs: (i) are performed in such a manner as to maintain the Encroaching Facility as shown on Exhibit "B" hereto; (ii) do not involve excavation within the Easement Area; and (iii) do not require crossing of the pipeline by construction equipment (such ordinary maintenance or repairs which meet the foregoing conditions being "Routine Maintenance"), 3. No Other Encroachments Permitted. Except as expressly permitted in the preceding paragraph, no other encroachments shall be permitted within the Easement Area. The provisions of Section 756.123 of the Texas Health and Safety Code (as amended or replaced) shall continue to over any and all unapproved encroachments. 4. Notice. Owner must provide five (5) business days' written notice to Atmos Energy prior to commencing the initial installation of the Encroaching Facility, any subsequently approved Alteration or any maintenance and repairs that do not qualify as Routine Maintenance. Any such notice shall be deemed received by Atmos Energy only upon physical receipt by Atmos Energy at the following address: Atmos Energy Corporation P.O. Box 650205 Dallas, TX 75265-0205 Attn: Right of Way Department 5. Restrictions on Use of Easement Area. Owner shall use only so much of the Easement Area as may be necessary to construct, maintain and repair the Encroaching Facility. Owner 2 shall, at its own cost and expense, comply with all applicable laws, including but not limited to existing zoning ordinances, governmental rules and regulations enacted or promulgated by any governmental authority and shall promptly execute and fulfill all orders and requirements imposed by such governmental authorities for the correction, prevention and abatement of nuisances in or upon or connected with said Encroaching Facility. At the conclusion of any construction, Owner shall remove all debris and other materials from the Easement Area, excluding the Encroaching Facility itself, and restore the Easement Area to the same condition it was in prior to the commencement of Owner's construction thereon or in proximity thereto. Owner shall not place upon the Easement Area any improvements, including but not limited to, buildings, paving, parking, light standards, shrubs, trees or signs unless approved in advance in writing by Atmos Energy. 6. Maintenance of Encroaching Facility. Owner, at Owner's sole expense, shall maintain and operate the Encroaching Facility, and Atmos Energy will not be responsible for any costs of construction, reconstruction, operation, maintenance or removal of the Encroaching Facility. 7, Risk and Liability. Owner assume all risks and liability resulting or arising from or relating to Owner's use, the existing condition or location, or existing state of maintenance, repair or operation of the Easement Area. It is further agreed that Atmos Energy shall not be liable for any damage to the Encroaching Facility or interruption to Owner's business as a result of Atmos Energy's use or enjoyment of its Easement. Any At Energy property damaged or destroyed by Owner or its agents, employees, invitees, contractors or subcontractors, or as a result of the presence of the Encroaching Facility within the Easement Area may, at Atmos Energy's option, be repaired or replaced by Atmos Energy at Owner's expense. Payment is due upon Owner's receipt of an invoice from Atmos Energy. 8. Removal by Atmos EneLqy. If at any time in the future, the Encroaching Facility, in the reasonable judgment of Atmos Energy, interferes with Atmos Energy's use or enjoyment of its easement rights, Atmos Energy shall have the right to require the removal of the Encroaching Facility. Atmos Energy shall notify Owner in writing that within 30 days the Encroaching Facility must be removed at Owner's sole cost. If at the end of the 30-day period the Encroaching Facility has not been removed, Atmos Energy may remove it, at Owner's expense. Atmos Energy will not be responsible nor will compensation be paid for damages incurred by such removal, including, but not limited to, damages for loss of use of the Encroaching Facility or business interruption. Additionally, in an emergency, Atmos Energy shall have the right to immediately remove the Encroaching Facility at Owner's sole expense. If the Encroaching Facility is removed, Atmos Energy will not unreasonably withhold consent for Owners to relocate the Encroaching Facility within the Easement Area. 9. Indemnification. Owner, as well as its successors and assigns, agrees to defend, indemnify and hold harmless Atmos Energy, its officers, agents and employees from and against any and all claims, demands, causes of action, loss, damage, liabilities, costs and expenses (including attorney's fees and court costs) of any and every kind or character, known or unknown, fixed or contingent, for personal injury (including death), property damage or other harm for which recovery of damages is sought or suffered by any person or persons, including claims based on strict liability, arising out of or in connection with: (i) Owner's actions oromissions, or the actions or omissions of its officers, agents, associates, employees, contractors or subcontractors, within the Easement Area, or (ii) the existence of the Encroaching Facility; REGARDLESS OF WHETHER OR NOT SUCH CLAIMS ARE FOUNDED IN WHOLE OR IN PART UPON ACTS OR OMISSIONS BY OR THE SOLE OR COMPARATIVE 3 NEGLIGENCE OF ATMOS, ITS OFFICERS, AGENTS, REPRESENTATIVES, ASSOCIATES, EMPLOYEES, CONTRACTORS OR SUBCONTRACTORS. 10. Default and Termination. It is understood and agreed that if Owner fails to comply with any of the terms and conditions contained herein for a period of five (5) days after Atmos Energy notifies Owner of such default, then Atmos Energy may at its election immediately terminate this Agreement, and upon such termination all of Owner's rights hereunder shall cease and come to an end. This Agreement shall also terminate upon the abandonment of the Encroaching Facility. Upon termination of this Agreement for any reason, the covenants and agreements herein shall immediately cease to run with the land and shall no longer be binding upon and for the benefit of the Property, Atmos Energy and Owner, and their respective successors, heirs and assigns. 11. Entire Agreement. This written Agreement contains the entire agreement of the parties hereto (other than any conditions and requirements relating to construction as described in Section 1) and there are no oral or other representations upon which the parties have relied upon in entering into this Agreement. This Agreement and the obligations and rights arising hereunder may not be modified nor waived except by written agreement signed by all parties. 12. 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. 11 Counterparts, This Agreement may be executed in one or more counterparts, all of which together shall constitute the same instrument. 14. No Waiver. A waiver by Atmos Energy of a breach of this Agreement, or the failure of Atmos Energy to enforce any of the articles or other provisions of this Agreement will not in any way affect, limit or waive Atmos Energy's right to enforce and compel strict compliance with the same or other articles or provisions. [Signature Pages Follow) 4 ATMOS ENERGY CORPORATION ADDRESS: 5420 LBJ FREEWAY, I 1800 DALLAS, 7524 V N e Title: ,-v� �..� . ... Date: STATE OF TEXAS § COUNTY OF DALLAS BEFORE ME, the underg,igned authorit Wa Notary Public in and for the State of Texas, on this day personally appeared, ,', v , the VICE PRESIDENT OPERATIONS, MID-TX of Atmos Energy Corporation, a Texas and Virginia Corporation, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he or she executed the same for the purposes and consideration therein expressed, in the capacity therein stated, and as the act and deed of said corporation. GIVEN UNDER MY HAND AND SAL OF OFFICE,on this the rrrrrrrrrr rrr»�day of rr �rrrrrry, 2025. ..mrrrrr, ........... TERRY D CRE JR Nota , Public in and for the State of Texas STATE ....... my MO 728 y CommissionExpires: n, 16. Print Name: �z� OWNER: City Of Round Rock, Texas ADDRESS: ................. By� .............. .......... ............... ................. Name,:r--,�vv k� Title: tt:kl Date: q— STATE OF TEXAS COUNTY OF I)& v BEFORE ME, the undersigned authority, oar Public in and for t State of Texas, on this Y, day pers nally appeared I the Of known to me to be the person whose hme is subscribed to the fore of instrument and acknowledged to me that s/he 9 executed the same for the purposes and consideration therein expressed, in the capacity therein stated, and as the act and deed of said entity. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this the ay 2025. r MONIQUE ADAMS "AAj ®Aa aimM NotafY ID#'1262519`13 16Kry Public in or the tate of Texas y Expires Mamh 22,2026 3 My Commission Expires: Print Name: .016AI 6, EXHIBIT A Atmos Energy Corporation Attn: Betty Daugherty—ROW Department 5420 LBJ Freeway,Suite 1700 Dallas,Texas 75240 ELECTRONICALLY RECORDED 2022080211 Williamson County,Texas Total Pages: 12 RIGHT OF WAY DEED WITHOUT WARRANTY Wyoming Springs Extension Segment I NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS;YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. Date: —44J-1 2022 Grantor. WILLIAMSON COUNTY,TEXAS Grantor's Mailing Address: WILLIAMSON COUNTY c/o County Auditor 710 Main Street, it 101 Georgetown,Texas 78626 Williamson County Grantee: CITY OF ROUND ROCK,TEXAS Grantee's Mailing Address: CITY OF ROUND ROCK CIO City Clerk 221 E. Main Street Round Rock,Texas 78664 Williamson County Consideration: TEN AND NO100 DOLLARS ($10.00)and other good and valuable consideration. Property (including any improvements): All of that certain 9.826 acres described by metes and bounds in Exhibit" ",attached hereto and incorporated herein for all intents and purposes Reservations from and Exceptions to Conveyance: Easements and rights-of-way of record; all presently recorded restrictions, reservations, covenants, conditions, oil, gas or other mineral leases, mineral severances, and other instruments,other than liens and conveyances, that affect the Property; rights of adjoining owners in any walls and fences situated on a common boundary;and any encroachments or overlapping of improvements, 2D22080211 Page 2 of 12 Grantor,for the Consideration,the receipt and sufficiency of which is hereby acknowledged and for which no lion is retained,either expressed or implied,does hereby grant,sell,and convey to Grantee the Property. TO HAVE AND TO HOLD the Property herein described and herein conveyed together with all and singular the rights and appurtenances thereto in any way belonging unto Grantee,its successors,and assigns forever, without express or implied warranty. All warranties that might arise by common law as well as the warranties in section 5.023 of the Texas Property Code (or its successor) are excluded. GRANTOR- WILLIAMSON COUNTY,-rEXAS B y:- BILL GRAVELL,JR. kj County Judge ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF WILLIAMSON § This instrument was acknowledged before me on the Zhdk day of 2022, by Bill Gravell Jr.,as County Judge, in the capacity and for the iulrposes and consideration recited herein. REBECCA PRUITT Nolary Public,slate of Texas Notary Public, State ofTexas 6011" COMM-EXPIFOS 0641-2024 Not ID 13266o479 2, 2022060211 page 3 of 12 ACCEPTED BY GRANTEE: CITY OF ROUND ROCK, TEXAS J :AZle�?p Laurie Hadle Cityana r ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF WILLIAMSON § This instrument was acknowledged be£ore me on the &day o£ ,2 2 , by Laurie Hadley, in the capacity and for the purposes and consideration reYteden. »I bAV"myID#1 57943 !Notary Public, le of TexaE*n M&O 2Z 2026 s . f AFTERC . Sheets& Crossfield, PLLC 309 E. Main St. Round c ,Texas 78664 3 2022680211 Page 4 of 12 EXHIBIT"A" County- Williamson Page 1 of 8 Project; Wyoming Springs May 12th, 2022 Halff AVO: 36179.002 A METES AND BOUNDS DESCRIPTION OF 9.826 ACRES (APPROX. 428,027 S.F.) IN THE WILLIAM DUGAN SURVEY,ABSTRACT NO.190 AND THE DAVID CURRY SURVEY SECTION A, ABSTRACT NO. 130 IN WILLIA SON COUNTY,TEXAS, BEING A PORTION OF LOT 1 OF BEAR CREEK PLACE, A SUBDIVISION OF RECORD IN CABINET K, SLIDES 63-64 OF THE PLAT RECORDS OF WILLIAMSON COUNTY,TE (P.R.W.C.T.) BEING ALL OF THE CALLED 9.821 ACRE TRACT OF LAND CONVEYED TO WILLIAMSON COUNTY, TEXAS, IN DOCUMENT NO. 2005093404 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAON COUNTY, TEXAS (O.P. . .C.T.); SAID 9.826 ACRES OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 112-inch iron rod found in the south right-of-way line of F.M. 3406,also known as Sam Bass Road (right-of-way width varies) also being the south line of a called 2.9644 acre tract of land conveyed to the State of Texas in Volume 768, Page 15 of the Deed Records of Williamson County, Texas (D.R,WC.T.), for the most northerly common corner of Lot 1 of Tonkawa Springs, a subdivision of record in Cabinet C. Slide 316, P,R,W,C.T. and Tract 1, a called 2.03 acre tract of land conveyed to the City of Round Rock in Document No. 2015093062,O.P.R.W.C.T.; THENCE with the south right-of-way line of F.M, 3406/Sam Bass Road, being the south line of the said 2.9644 acre State of Texas tract, being the north line of the said 2.03 acre City of Round Rock tract,the following four(4)courses and distances: 1. South 79028'34"East, a distance of 16.15 feet to a 112-inch iron rod found; 2. South 82°57'46"East,a distance of 119.90 feet to a 112-inch iron rod found; 3. South 78°05'49"East,a distance of 97.02 feet to a 112-inch iron rod found; 4. South 73644'34° East, a distance of 40.11 feet to a 112-inch iron rod found for the most northerly common corner of the said 2.03 acre City of Round Rock tract and the said 9.821 acre Williamson County,Texas tract,having Texas State Plane Central Zone/NAD 83 Surface Coordinates of N 10167745.92 and E 3118527.78 for the POINT OF BEGINNING and northwest corner of the herein described tract of land; THENCE continuing with the south right-of-way line of F.M. 3406/Sam Bass Road, being the south line of the said 2.9644 acre State of Texas tract,being the north line of the said 9.821 acre Williamson County tract,the following three(3)courses and distances: 1. South 73°44'34"East, a distance of 53.09 feet to a 112-inch iron rod with"HaffP'cap set; 2. South 61®19'45"East,a distance of 58.15 feet to a brass disc in concrete found; 3. South 65°47'32"East,a distance of 63,90 feet to a 112-inch iron rod with"Halff'cap set for the northeast corner of the herein described tract of land,being the northwest corner of Tract 2, a called 2.59 acre tract of land conveyed to the City of Round Rock in Document No, 2015093062, O.P,R.W,C.T. from which a 112-inch iron rod with "RJ" cap found in same line bears South 65047'32"East, a distance of 17.50 feet; 2022080211 Page 6 of 12 County: Williamson Page 2 of 8 Project: Wyoming Springs May 12th, 2022 Hal ff AVO: 36179.002 THENCE with the common lines of the said 9.821 acre Williamson County tract and the said 2.59 acre City of Round Rock tract, over and across Lot I of said Bear Creek Place, the following four (4) courses and distances: 1. with a curve to the left, having a radius of 25.00 feet,a delta angle of 97*34'26",an arc length of 42.57 feet, and a chord which bears South 64'44'63" West, a distance of 37.61 feet to a 1/2-inch iron rod found; 2. South 15*45'28" West, a distance of 84.92 feet to a 1/2-inch iron rod found for point of curvature of a curve to the left: 3. with said curve to the left, having a radius of 940.00 feet, a delta angle of 16'22'24", an arc length of 268.62 feet, and a chord which bears South 07"37'30"West, a distance of 267-71 feet to a calculated point under water at time of survey, at the southwest corner of the said 2.59 acre City of Round Rock tract for endpoint of curvature; 4. South 5801122" East, a distance of 279.05 feet to a calculated point under water at time of survey in the northwest line of Lot 2 of said Bear Creek Subdivision, conveyed to Mark H. Coladonato and wife, Sophia P- Cano in Document No. 2002098896, O.P.R.W.C.T. at the most southerly corner of the said 2.59 acre City of Round Rock tract for an easterly comer of the herein described tract of land, from which a 1/2-inch iron rod found in the south right-of- way line of F.M. 3406, being the south line of the said 2.9644 acre State of Texas tract, at the most northerly common comer of the said 2.59 acre City of Round Rock tract and Lot 2 of said Bear Creek Place bears North 12*09'30"East,a distance of 436.72 feet; THENCE South 12009'30"West,with the common line of Lots I and 2 of said Bear Creek Place being also a common line with the said 9.821 acre tract,a distance of 240.67 feet to a 1/2-inch iron rod found at a common corner of Lots I and 2 of said Bear Creek Place, also being a common corner with the said 9.821 acre Williamson County,Texas tract and a called 4.05 acre tract of land conveyed to Cecil W. Fisher,Jr.and wife, Sally S. Fisher in Volume 668, Page 657, D.R.W.C.T.; THENCE South 20"28'24" East, with the common line of the said 9.821 acre Williamson County, Texas tract and the said 4.05 acre Fisher tract, being also a northeasterly line of Lot I of said Bear Creek Place, a distance of 647.80 feet to a 112-inch iron rod found at the northeast corner of a called 5,381 acre tract of land described in Document No. 2000072245, O.P.R.W.C.T. conveyed to the City of Austin,Texas, the City of Cedar Park,Texas and the City of Round Rock,Texas in Document No. 2019005420, O.P.R.W.C.T.; THENCE with the common lines of the said 9.821 acre Williamson County,Texas tract and the said 5,381 acre tract,being common lines with Lot 1 of said Bear Creek Place,the following four(4)courses and distances: I. South 85*46'33"West,a distance of 93.33 feet to a 1/2-inch iron rod with "Halff"cap set; 2. South 19*15'02" East, a distance of 47.48 feet to a 112-inch iron rod with "Halff'cap set; 3. South 75631'25" East,a distance of 60.05 feet to a 1/24nch iron rod with"Halff"cap set; 4. North 69028'115" East, a distance of 41.31 feet to a 1/2-inch iron rod found in a northeast line of Lot I of said Bear Creek Place, being a northeast line of the said 9.821 acre Williamson County, Texas tract, being also the southwest line of the called 4.9191 acre tract of land conveyed to Honey Bear Properties, LLC; 2022080211 Page 6 of 12 County, Williamson Page 3 of 8 Project: Wyoming Springs May 12th, 2022 Halff AVO: 36179.002 THENCE with the common line of the said 9,821 acre Williamson County, Texas tract and the said 4.9191 acre on Bear Properties tract, being a common line with Lot 1 of said Bear Creek Place, the following three(3)courses and distances: 1. South 0° '12"East, a distance of 274.72 feet to a 5/8-Inch iron rod found; 2. out 33*36'26" East, a distance of 49.90 feet to a 518-inch iron rod found; 3. South 2205711" East, at a distance of 184-19 feet passing a 1/2-inch iron rod with"Diamond' cap found in the north right-of-way line of County Road 174(also known as Hairy Man Road), at the northwest corner of a called 0,21 acre tract of land conveyed to Williamson County, Texas in Document No. 2019090478, 0,P.R.W.C.T., being the southwest corner of the said 4-91191 acre on Bear Properties, LLC tract, in all, a distance of 186.27 feet to a 1/2-inch iron rod found at a comer in the north right-of-way line of County Road 17ry Man Road for the southeast comer of Lot 11 of said Bear Creek Place and southeast corner of the herein described tract of land; THENCE with the north right-of-way line of County Road 174/Hairy Man Road, being the southerly lines of the said 9.821 acre Williamson County, Texas tract, the following three (3) courses and distances: 1. North 85*22'02"West,a distance of 71-31 feet to a 112-inch iron rod with"Diarnond"cap found; 2. North 87*59'32" West, a distance of 132.73 feet to a 1/2-inch iron rod with "Diamond" cap found; 3. South 8805018" West, a distance of 80.88 feet to a mag nail with "Halff"washer set for the southwest corner of Lot I of said Bear Creek Place, being the southwest corner of the said 9.821 acre Williamson County, Texas tract, being also the southeast corner of a called 0.059 acre tract of land conveyed to Williamson County, Texas in Document No. 2018107316, O.P.R.W.C.T. having Texas State Plane Central Zone/NAD 83 Surface Coordinates of N 10165810.02 and E 3118937.82 for the southwest comer of the herein described tract of land; THENCE North 19006'16" West, with thew t rl line of Lot I of said Bear Creek Place, being the west line of the said 9.821 acre Williamson County, Texas tract. in part being in common with the County Road 174/Hairy Man Road right-of-way line,at a distance of 15.76 feet passing a 1/2-inch iron rod with "Diamond" cap found at northeast corner of the said 0.059 acre Williamson County, Texas, tract, in the southeast comer of a called 1.019 acre tract of land described in Document No. 2007091839,0.P.R.W.C.T. and conveyed to Jon Koonce and Siren Mary Louise Tornqvist in Document No. 2019081737, O.P.R.W.C.T., continuing with the westerly line of Lot I of said Bear Creek Place, in the west line of the said 9.821 acre Williamson County,Texas tract, and easterly line of the said 1.019 acre Kooncefrornqvist tract, in all, a distance of 331.18 feet to a 518-inch iron rod found at the most northerly common comer of the said 1.019 acre Koonce/Tomqvist tract and the called 1.1 acre tract of land described in Document No. 2013038823,0.P.R.W.C.T.and conveyed to Jon Koonce and Siren Mary Louise Torn visa in Document No.2019081737, O.P.R.W.C.T; THENCE North 19*07'29' West, with the westerly line of Lot 1 of said Bear Creek Place, being a westedy line of the said 9.821 acre Williamson County,Texas tract,being the easterly lines of the said 1.18 acre Koonce[Tornqvist tract, Lots 11, 10, 9 and 8 of Tonkawa Village, a subdivision of record in Cabinet C. Slide 319,P. . .T.,a distance of 881.95 feet to a 1/2-inch iron rod found; 2022080211 Page 7 of 12 County. Williamson Page 4 of 8 Project: Wyoming Springs May 12th, 2022 Hal ff AVO: 36179,002 THENCE North 18'40'19" West, with the westerly lone of Lot 1 of said Bear Creek Place, being a westerly line of the said 9.021 acre Williamson County, Texas tract, being the easterly line of Lot 8 of said Tonka wa Place. a distance of 28.95 feet to a 1t2-inch iron rod with "BGE"cap found for point of curvature of a curve to the right, being the most southerly comer of the said 2.03 acre City of Round Rock tract; THENCE with the westerly line of Lot I of said Bear Creek Place, with the common lines of the said 9.821 acre Ilia son County,Texas and the called 2,03 acre City of Round Rock tract,the following three(3)courses and distances: 1. With said curve to the right, having a radius of 1060.00 feet,a delta angle of 34"28'5w', an arc length of 637.95 feet, and a chord which bears North 01° 5` West, a distance of 628,37 feet to a 1/2-inch iron rod with"Halff"cap set for endpoint of curve; 2 North 15051'16" East, a distance of 107.24 feet to a 1/2-inch iron rod found for the point of curvature of a curve to the left; 3 with said curve to the left. having a radius of 26.00 feet, a delta angle of 89*3632", an arc length of 39.10 feet,and a chord which bears North 28655'19"West, a distance of 35.23 feet to the POINT OF BEGINNING and containing 9.826 acres of land, more or less,within these metes and bounds. NOTES: The bearing basis of this description is the Texas State Plane Coordinate System (NAD83ICentral Zone) based upon multiple, repeated GPS observations utilizing the TXDOT VRS network. Distances are U.S. survey feet, shown in surface values and may be converted to grid using the surface adjustment factor of 1.00012. This is to certify that this map or plat and the survey on which it is based are true and correct to the best of my knowledge and belief and that the property described her was determined by a survey on the ground made under my direction and supervision. Last day of field survey:03/0212022 05/12/2022 OF S r ............................................................. ............................................ ............................. Curds Wayne WattsaJR11S WAYNE WATT .. S ........................... Registered Professional Land Surveyor 6614 Texas Registration No.6614 Hal ff Associates, Inc.,TBPELS Firm No. 10029607 SU?'A 9500 Arnberglen Blvd., Bldg. F, it 125 Austin,Texas 78729 512-777-4600 22080211 Page 8 of 12 LOT 2 Lar 63 LOT 73 GRAPHIC 26°P U E LOT .� CAB.T,SLIDES2 2 R .CT I co O 1 7 150 LOT 71 LOT 72 -- LOT 7T-- SEE SHEET 7 O LEGEND, F.M.3 q LIN C V TABLES ( .O. .VAR ES) eXtST 20'WATER ® u E NRANCH REPEa E T TER ASSOCIATION CAB °SL P 0.8 SURFACE) CALLED 0.54 ACR o R.W.C1- 10167745.92 -RX DOC. O. 50485 P.O.C. 2'4 076.3 1 rsr 311 527.78 r , . . .C.T. �a ® c r r`72S. CITY OF ROUND ROCK TE w (s02?0 f2°1 ' rare L s ® GR.I-L ®may. rJ3 CALL 226 ACRES PART I 'z. 1. E) E 1 1 7® DOC NO. 09008135 PG 15 IS r3a2F., ! .ryl rej Q.P.R. .0 T. CT 1fl 't 5*P U.E 1 's/ 26 L, CB K.SLI B 5 LO, I CAS-K SLIDE 45344 N.W.C.7. P W.C.T.. TO S IS o C$I r r s CAR.C,SLIDE 316 CITY OF ROUND ROCK ti• rj W' -, P.R.W,C,T, TRACT 1 v Ih ! 74'te E��`` C 1�zl®-ej 7 ERN BLUFF CALLED 2.03 C. P( CALCULATED INT. r Irl P c A-0.542 1A E T C.NO. 15 93062 O.P.R. .C.T. A DISTURBED IRON ROD V,,,1531,PO,67 SEARS N29`3TG4'W0.W ORW.CT. WAST TER Cl OF ROUNDR C r �J l °F TOL R COLORADORIVER UY RACT :CALLS 2.59 AC. HT 0.132=ACRE ` DOC.NO.20112 Gt DOC NO. 72 O.P. .C.T. PUE 0 P R. .0 T .. LLI M.11 0, NO.B C .K•SLI Cl 25 WOE AT 9 E E EN P R. .0 7 DOCINMk WIDE LOTS 12 R OF 11 p6 270 .P. .C.T. try ti B.K.3LIDE 83434 J CT„ Q° 3' PW.C.T IDA- LOT 1 y, a Q1 . G a A CREEK PLACE ® ur H.C ONT N ABSTRACT NO. CEi� IDES 63-64 a 190 ER) P.R. , VIAFE,SOPHIA P.CANO " / DOC.NO.2002098896,O.P.R.W.C.T. 20 WASTEWATER EASEMENT-- �d `� ` al ` O TO FERN BLUFPMUNICIPALCEA1Vf LITEUFACREt C 0 ! DESCRIBED LOT VOL1647,PG 415 c F BEAR CREEK PLACE SUBDIVISION OR W.r RO7 ACLIO ESTAR NY E ENT S ' lv CA .1C,SLID 63-64 / P.R. .C,T. C4MPDTH GI IN VOL 427,PO231,D.R WC T•LOT 6 a� �Ar lrATE C CDIL FEFI ER,JR, APPLIES TO 31 ACRES DESCRIBEDIN \ L 447 PG 563 SALLY S.FISHER RW RT RI AS-E T R +T EM Y �1 o ALLIED . ACRE To LO 0.318 A E L1 NCOPD.R.W.C.T. OL. .857 7x DAYM CURRY SURVEY NO. . .C.T. TEXAS SECTION a •, CALLED 9.821 AC. ABSTRACT 130 /12 LOT 7 1 .NO 200509 ` y . .R, .C.T. TON A L 6 , ( BASIS OF BEARINGS: X COORDINATE 0511 022 CA .C,SLIDE 319 t ' SYSTEMF 1983, CENTRAL ZONE 4203 P. .T. (NA3/2011] E 0 REPEATED,MULTIPLE GPS OBSERVATIONS UTILIZIN E TXOCIT V S LOT 8 t CONTROL O . DISTANCES D .� ® ®.F, T DAT j ti COORDINATES SHO EREO ARE SURFACE .• ` T� ®. AND MAY E CONVERTEDGRID BY DIVIDING U)NE.STAR GAS COMPANYEASEMENT (APPROX.420,027 . T.) BY THE SURFACE ADJUSTMENT FACTOR F INGWIDTN N VOL 427, ,D.R.W.0 T. N)(OIANKET► ® 1.00012. UNITS: .S.SURVEY FEET. •• ®S® IESTO 278 ACRE DESCRIBED IN .......... ' .475 ® Y DAY OF FIELD SURVEY: ARCH 02,2022. P 61tti t D.R. .c.T. `•; ,4.• -� 0.44'WEST • ••••••• OF P.U. SHEET 05 of 08 SuR LOT 9 SHEET of 08 MEN 9.826 ACRES (APPROX. 428,D27 S.F.) IN THE Project o.:36179.002 SURVEY,mom HALFP mom WILLIAM DUGAN ABSTRACT NO. issue05/1212022 9500 AMUERGLEN BLVD3617).002 BLDG.TIN.T 1 25 190 AND THE DAVID CURRY SURVEY A78M VOLCO9.826ACRES TEL(612)777_ 1SECTION r reABSTRACT NO. 130 IN S. IRM 11 7 TEXAS 05 of 08 COUNTY, RECORDERS MEMORANDUM All or parts of the text on this page was not rlaarhe lonihln fnr caticfartnry 2022080251 Page 9 of 12 0,44° ST — OFPL SHEET 06 Of 08 LOT 9 SHEET a ®1 08 •srE TER EME CECIL FISH R,J . 7d FERN BLUFF UCIPA.UTIUPf 1 +/+ PAR LA-08t E : WIFE, VOL 1641 41s (AP ® OX.428.027 .FT.} ® WASTEWATER EASEMENT SALLY S.FISHER D.R.w.C.T c RaLRA R RTY CALL 4 5 ACRES LOT 1 a ®3 0.318ACRE 72 VOL.6 7 TONKAWA VILLAGE x{11 O.P.R.W.CT R.W.C.T CAB.C,SLIDE 319 �i�'�I� GRAPHIC SCALE P. .C. ,• m a `�c 150 75 0 ISO LOT 11 wa E. ' LL N MUNICIPAL TO FERN F _ W{,LI N` 25 ATE E AP X. LONE STAR GAS MUNICIPAL ILITY DiSTRGT C 140.2008009902 COPA MOTH I T PARCEL9 0.7 ACRE COU T A O, • . .C.T, VGL 1531. 67 CALLS 9..821 AC. IN L.477, .231.D.R. .C,T. D. C T _ DOC N .2 APPLIES TO 31 ESDESCRIBED 663 IN le GAS LINE VOL '° O.P. . .C.T. .R. .c.i. Is CITY OF AUSTIN.TEXAS. LAS AP ONE ST MPS EMEMAENRr L14 e L32 CITY OF CEDAR PARK,TEXAS, CNOMDTHGVEN2 N VOL 42T, 9,o AS Lt. uur� 5,381 Q.CITY OF FTDESCRIBED T{ND ROCK, N ES 70 27 ES DESCRIBED IN .R VOL W.CT 475 ri ., L33 OC. .2000072245 DOC.NO. 1900 2 JON KOONCE 1 ��7 j04 SIRE Y LO I T OVIST 1 �+ O PROPERTIES.LLC CALLED 1.18 ACRE,DESCRIBED I • REM.OF CALLED 4.9191 ACRES IN DOC.NO.201 3 r 145.z, CI,201WO5753 DOC.NO.2019081737 koE6 .U`E. p.ft°g .P.R. .C.T. . ..R, , ,T, CABK, DE 6344 P `WC.T. ,Z . .E.TFERN F ® ' Oil PUTILITY DISTRICT C EK P. -CE o Yy P L E .ION KOONCE AND -,ay S S5 �. VOL.1531.PG 7 / SI E Y LOUIS O OVIST C t rye D. . C.T. R OF CALLED 1.019 ACRE, @ ®yam �.� SHEET 7 O LEG DESCRIBED IN ELL LIN CURVE TABLES C.NO.2007091839 0.2019081737 b SUR10.02 `R1 84 HONEYBEAR O.P.R.W.C.T E 3118937.82 PIROPERTIE REM OF CA LED z MACRES DOC.NO 2010M Y,TE 3.13® " OP "- 5 t ACRE ] 8 2T4 Ow 19010433 x54 i( 132 70') L—"" C ".R CT. ( 3W4 (161.,8') (S L31 r d Ai (70.2!r83-50w' ) 'AIAMO ` i 21A CB ®.z 'u+ CS sem: 1I R YNIE' L7 L2 Lap o1 �r jai ( r4, 'E1 ( 51&713®E) `53',3 I77a.3r`1 (127. 1 19. ) sy`®d y. I'A 15 174 (HAIRY xINTv TEXA s P. E r GRE K 5LIDE 13GE LOT 14 ( .O. .VARIES) 08107316 PR.W.C.T BLOCK C C T FERN BLUFF MU PAL LANDSCAPEADMNkGE DIS FERN DUFF MUNICIPAL UTILITY DISTRICT '� UTILiTTT 1RlCT REPRISE COVE 0511212022 REM.OF CALLED21 MM ACLED0.374 ($ • .OW) P Na 74 079127 O-RR.W.C.T. O.P R.W.C.T '` +®• tw W L E LOT 13 %IS T �`. Wh 1 F° P . C.T. S�\ V. a+.. IAMSON ...................... �. T 7 COUNTe L (WYOMING5 IS h1E LOT 12 ® 14 '0®�� LOT 69 A O W.DE T , ®P •° CALLED5., S •Ff \ :•-� DOCINO owl= LOT11 ....+• LOT 68 O.R.,WC T. S � 9.826 ACRES ® 428,027 S.F.) Project .:36179.002 SURVEY,mom No HALFr 1111111110 WILLIAM DUGAN ABSTRACT NO. Issue 05112/2022 9MOAMBERGLEN 179.002 AUSTBLDG IN TE t 78729 WILCO 9.826 TEL(512)7774644 SECTION AI ABSTRACT NO. 130 IN F {5121252$141 T FIRM NO 1002m? WILLIAMSON COUNTY, TEXAS 06 of 08 RECORDERS MEMORANDUM All or parts of the text on this page was not coparly IPnihip Tnr caticfarrnry No Text 2022080211 Page 11 of 12 COMMITMENT FOR TITLE INSURANCE ISSUED BY:TEXAN TWE INSURANCE COMPANY G.F.NO.;.GTE t4 EFFECTIVE DATE:Q 2022 ISSUED:02/t7/2022.THE SURVIIYOR HAS REUED UPON 714 RUERENCELI COMMITMENT FOR TITLE REGARDING EASEMENTS,RESTRICTIONS,AND OTHER MAtTERS AFFECTING THIS PROPERTY.NO ADORIONAI,RESEARCH WAS OONE.FOR THE PURP ME OF THIS SURVEY,ITEMS USTEDARE WORDED ACCORDING TO THE COMMITMENT,FOkLOYVED BY SIRVEYOR°5 NOT4"r,S AND/OR OBSERVATIONS, Im The fallowing restriethc menants of wcord iternizod bdow(We must either insert specific recording data or delete this ion): Cabinet K,Slides 54, Plot Retards Williamson Counly.Te 10. The following matters and all Icrms of the docurnentsmating or offering evidence of the mautrs (We mull imerl maltcrs or delete this euvrition.): a. A 25*15rout building setback limeoloag F411 3406 as shown on plat recorded iu Cabinet ,Slides 63.63,Plat Records,Williamson County.Texas. -AFFECTS,SHOWN HEREON b. AS'public utility easement along FM 3406 as shown an pial recorded is Cabinet K,Slides 63.0,fiat Rete WiHhIm a Courtly,Texat. -A5,TECTS„SHOWN HEREON c. A 20'water Une and existing public utility casement along Fl►13406,as shown on plat recorded In Cabinet K, Slides 6344.Plat Records.Williamson County.Texas, AFFECTS.SHOWN 21FRFON d. A 10"public adlity easement along the wederly side prop"line as shown on plat recorded in Cabinet K 5 Plat Records,VAIIIamson County,Texas. DOES NOT AFFECT e. Wastewater easements as shown on plat recorded In Cabinet Slides 6344,as shown on plat recorded In Cabinet K,Slides ,Plat Records,Williamson County,'TeXas. -AFFECTS,SHOWN HEREON C Rlight of Way flaiscoacut dated August 12,1938,executed by Leon Behrens to Texas Power& Light Company,recorded In Volume 282,Page 401,Deed Records.Williamson County,Texas--DOES NOT AFFECT gEasement dated May A 19411,executed by Leon Behrens and Omit Behrens and Leroy Behrens to Texas Power&Light Company,recorded in Volume.Wl.Page 45,Deed Records,VIAluoutaort County.Texas. DOES NOT AFFECT h. Easement dated February 17, 1959,executed by Leon Behrens and Leroy Behrens to Texas Power&Light Company,recorded In Volume 430.Page 597,Deed Records,Williamson County,Texas. DOES NUT AFFECT i. Easement dated September 6, 1 1,executed by Leon Behrens and Onie Behrens to Texas Power&L101 13 M any,recorded to Volume 7,Paged 18,Deed Records,W1113amsoa County,Texas. DOE NOT AFFECT J. Easement dated August 2, 1 executed by Leon Behrens and Onle Retinas to Tawas Power&Light Company,recorded in Volume 466,Page 130,Deed Records,Williamson County,Tex -AFFECTS,SHOWN HEREON L EssementdoleA June 25,19A executed by Leon Ochrealland Lovey Behrens to Lane Star Gas Company. recorded in Volume,427,P 1,Deed Record.%Wllllam naCounty,Texas. -AFFECTS SHOWN HEREON L Easementdoled August U, 1974 executed hT Unn E.,Behrens and Onle D.Behrens to LoneStar Gus Company,irecorded In Volume 562,Page 324, Williamson County,Texas -DOES NOT AFFECT W. Easements granted to Fero Bluff Municipal Utility District m rendered 1n Judgments,under Cause No.87. -` 625-C In the 277th Judicial District Court or WlWorosaa County,Texas and said Jodgmenls recorded In ®� Volume 153 11 Pae and Volume 1643,Page 415, id Records,Willies u County,Texas. -AFFECTS.SHO HEREON a. Easements granted to Fera Bluff Itinnicipal Utility District as rendend by Court as see o ut In Judgment 05112/2022 stader Cause No,97-001-C to the 277th Judicial District Court of Williams County,Texas,r in Volume 1531,Page 67,Official Records,WUU&mmon County,Texas. -AFFECTS,SHOWN HEREON o. Emsernmesgramled by Killeen Savings and Leon Association to Williacuson County Municipal Utility Db t OF i. Nor 9 as readeredbyCoors as set not in Judgment under Cause ilio. Inthe277thJudicial District ®•'t 5 T ••®®® Court of W11111211111811 County,Texas.recorded under Document Na.200204993 2, ficial Records, 4� RF4-9� Williamson County,Texas, -AFFECTS.SHOWN HEREON .,,,:.®N,®®®®®®...®s®..®,:..®® CURTIS WAYNE WATTS p. Wastewater Easement dated Jely 26,2 executed by Willismon County to Lower Colorado River "q 6614 ® "� Authority,morded under Datunment No.2114115072590, eial Records,Williamson County,Texas. t''•�0 -AFFECTS,SN HEREON y••Fe S 5®d•` { q. Terms,provisions and conditions of W111liumson County ReLional Habitat Coacervation Plan,record ® s U R under Document No.202001 09, Official Records,Wil mien County,Texas. -SU EU ECT TO TERMS.PROVISIONS AND COMMONS MEN .826 ACRES (APPROX. 428,027 • .) IN THE Project No.:36179.002 mom HALFP mom WILLIAM DUGAN SURVEY, ABSTRACT NO. Issued: 05/12/2022 9500AMBERGLEN BLVDICURRY Y 36179. 2 BLDG.F.STE.125 190 AND THE AUSTIN,TEW787 TI T rl IN WILCO 9.826 ACRES TEL1512►777i , '84S121257.8141 1 1 I COUNTY, TEXAS TBPLS FIRM NO.1 L T I 2022080211 Page 12 of 12 ELECTRONICALLY OFFICIAL I 11 Pages: 12 Fee. $0,00 07/01/2022 03'15 DLA Nancy E Rister, County Clerk Williamson County,Txs EXHIBIT 8 ..................................................... .............. IN A� �gN IW ..............�' mill.,ll 11 C Nil; pry .............. .......... jj 'A ooi ................... 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P4wry u4..eiH I M FILED AND RECORDEDOFFICIAL PUBLIC RECORDS 2025034682AGR Fee: $129.00 1, Nano star County Clerk Williamson County, Texas am 0 MOS energy March 10, 2025 Dawn Scheel 3400 Sunrise Road Round Rock, TX 78665 Re: Line L40 Atmos Pipeline Encroachment—Wyoming Springs Dr Round Rock, TX Dear Dawn Scheel: It is Atmos Energy Corporation's(Atmos Energy) understanding that you are proposing the construction of a new road (Wyoming Springs Dr) encroachment upon Atmos Energy's Line L40 (6" HP Steel gas pipeline) easement at approximately Sta 224+70. Encroachment#1: Proposed Roadway The proposed design, titled "ATMOS GAS PIPELINE CROSS SECTION", dated 02-24-2025, indicates that that the proposed 60-foot roadway will encroach upon the existing L40 (6" HP Steel gas pipeline) easement at approximate pipeline station number 224+70. The proposed roadway consists of sixty foot(60')wide pavement. The post-construction depth of cover proposed is approximately seventy-two inches (72") measured from the pavement surface finished grade to the top of Line L40 (6" HP Steel gas pipeline) at approximately seventy-four degrees(74°)in relation to the pipeline.A concrete cap, detailed in"ATMOS GAS LINE PROTECTION COVER", stamped and signed by professional engineer James P. Miller, PE on 01-29-2025 will cover one hundred thirty- three linear feet (133') starting approximately at Sta 223+95 to Sta 225+28 above Line L40. The concrete cap design provides is 9 feet (9')wide, with six inches (6") of ground cover, six inches (6") of void, and a reinforced ten-inch(10")concrete cap above Line L40.The depth of existing cover will not be reduced over the pipeline easement. Encroachment#2: 18" Storm Line#1 (West of Proposed Roadway) The proposed design, titled "WYOMING SPRINGS STORM DRAIN PLAN&PROFILE", sheet 172, stamped and signed by professional engineer Jeffrey L. Nagy, PE on 06-12-2024, indicates that that an eighteen-inch (18") storm line will encroach upon the existing L40 (6" HP Steel gas pipeline) easement at approximate pipeline station number 224+70. Per the proposed design, the storm line will have a crossing angle of approximately seventy-six degrees (76°) relative to the pipeline and will run above L40 via open trench method at a minimum separation of two point four feet (2.4'), measured from the bottom of the storm line to the top of line L40. The depth of existing cover will not be reduced over the pipeline easement. Durinq installation of the storm line, the span of exposed Atmos Line L40 shall NOT exceed ten feet(10') of unsupported exposed pipe. The duration of the unsupported exposed pipeline for the installation of the storm line shall be limited to a maximum of thirty (30) calendar days. An Atmos representative must be onsite to monitor and inspect the coating of each pipeline before backfilling occurs. Any pipeline coating repairs that are necessary as a result of the exposure must be completed by an Atmos approved contractor and the cost of said repairs will be the responsibility of the City of Round Rock and/or its contractors. Page 1 of 4 Encroachment#3: 18" Storm Line#1 (East of Proposed Roadway) The proposed design, titled "WYOMING SPRINGS STORM DRAIN PLAN & PROFILE", sheet 178, stamped and signed by professional engineer Jeffrey L. Nagy, PE on 06-12-2024, indicates that that an eighteen-inch (18") storm line will encroach upon the existing L40 (6" HP Steel gas pipeline) easement at approximate pipeline station number 224+70. Per the proposed design, the storm line will have a crossing angle of approximately seventy-three degrees(73°) relative to the pipeline and will run above L40 via open trench method at a minimum separation of two point nine feet (2.9'), measured from the bottom of the storm line to the top of line L40. The depth of existing cover will not be reduced over the pipeline easement. During installation of the storm line, the span of exposed Atmos Line L40 shall NOT exceed ten feet(10') of unsupported exposed pipe. The duration of the unsupported exposed pipeline for the installation of the storm line shall be limited to a maximum of thirty(30) calendar days. An Atmos representative must be onsite to monitor and inspect the coating of each pipeline before backfilling occurs. Any pipeline coating repairs that are necessary as a result of the exposure must be completed by an Atmos approved contractor and the cost of said repairs will be the responsibility of the City of Round Rock and/or its contractors. Encroachment#4: Proposed Sidewalk The proposed design, titled "ATMOS GAS LINE PROTECTION PLAN", stamped and signed by professional engineer Dustin L. Lecroy, PE on 06-12-2024, indicates that that the proposed 6-foot sidewalk will encroach upon the existing L40 (6" HP Steel gas pipeline) easement at approximate pipeline station number 224+70. The proposed sidewalk consists of six feet (6') wide pavement. Per the proposed design, the sidewalk will have a crossing angle of approximately seventy-four degrees (74°) relative to the pipeline. The depth of existing cover will not be reduced over the pipeline easement. Atmos Energy has determined that the encroachments will not present a significant conflict with the plan set received provided that this letter and the encroachment agreement are executed and returned prior to the commencement of the construction and the following additional criteria are followed: • An Atmos Energy representative must be present during any and all work within Atmos Energy's easement. Atmos Energy representative Christopher Cherry (512) 925-8651 must be notified at least three(3)days (72 hours) in advance of any activities within the vicinity of Atmos Energy facilities in order to avoid any delays in field activities. • Atmos Energy's facilities must be exposed and their elevations field verified prior to starting any construction activity. In the event that Atmos Energy's facilities were inaccurately represented in the proposed design, construction will not be allowed to continue in Atmos Energy's easement until the field- verified location(s) of Atmos Energy facilities have been incorporated into the project design and resubmitted to Atmos Energy for re-review and approval. • Compaction to at least 100% of the maximum dry density must be performed when backfilling and restoring the site. Any irregularities, depressions, or weak spots will need to be corrected immediately by adding or removing approved backfill materials, reshaping, and recompacting the affected area(s). The depth of existing cover shall not be reduced over the pipeline easement and fill and soil cover must be returned to the original state. • Excavation (and /or compaction) closer than three (3)feet horizontally from Atmos Energy's facilities must be done by hand. Mechanical excavation (and/or compaction), with the exception of the potholing by vacuum excavation methods, is not allowed within three (3)feet horizontally from Atmos Energy's facilities. Page 2 of 4 • All underground utility lines must be installed in a substantially straight line parallel to grade under Atmos Energy's facilities and maintain a minimum vertical separation of 24 inches between the bottom of Atmos Energy's facilities and top of third party line. • Positive drainage must be maintained within Atmos Energy's easement. Placement of any additional fill within the easement is not permitted without the prior written approval of Atmos Energy. • At no time may cover be removed from the easement or right-of-way without the prior written approval of Atmos Energy and in no case may cover over Atmos Energy's facilities be reduced to less than 24 inches (top of grade to top of pipe). • Atmos Energy's easement will be protected from washing and erosion during construction and/or repairs. • Equipment, materials, or excess dirt will not be stored on the easement during construction without the prior written approval of Atmos Energy. • Atmos Energy reserves the right for future uses of this easement, including but not limited to, ingress and egress, reconstructing, removing, relocating, maintaining, operating, etc., of any of its facilities. • Impact/conflict analysis was based on and is limited to drawings and documents submitted to Atmos Energy, as referenced above. ANY change in scope of work contained in these drawings must be resubmitted for re-review and approval. Page 3 of 4 You are not authorized to commence work until we have received a signed copy of this letter and an original, signed and notarized encroachment agreement. If you have any questions or if I may be of additional assistance, please feel free to contact me at 254-451- 9866. D[Isey syneE oy Gv,ert R HaMn y Garrett R Harbert me.^..ywm. acknowledged By: Sincere) 0.AIZ SnM.CN-G.,Z HL Due. M5.03+0 Wm nM00 Garrett Harbert, P.E. Manager Engineering Services Signature: Z�Mff Atmos Energy Corporation �J ��'��` p��� 1500 W Loop 340 Name: !A'L6k gem f� Waco, TX 76712 Company: Cih 074 PJVlid 4416 cc: Title: C16 MG✓1aV Date: tI-19-2025 Cassandra Garza -Gonzales, Manager, Right of Way Terry Creear, Right of Way Agent Christopher Cherry, Damage Prevention Specialist Jerry Garcia, Operations Supervisor Josiah Torrez, Operations Manager Page 4 of 4 I I I • o • T I i I _ z y o_ z_ i - i W x 1 - 1 i -----.. _... z 2 o I w o 1 SS i ` 11- zeo... PROP 18"RCP wli E i If rn_.. _.. -_. STA 142*67.91 ,v 1°- z7e PROP 18'RCP CUM, -Mild E _ - - --- - STA 142+86.49 1 TM PROP.CONCRETE . CAP Nog a rn_ zee_.. I.. • j 700 + i A Tex ........ -.... ..... ..... • 700. : T Tex EX.:: IE: 751J; :nf :L;;J 4e T.O.P.=754.45 • 1 ' •- ATMOS GAS PIPELINE CROSS SECTION •STA 142+69.67 • 1• ,OR YIf014NnOM NO.Y i T.O.P.=753.2T • �aa:of I . FL=752.7T �--gyp--- S 1 I 1 POMP,.SCAF P•PER • I I I : I 1 1 I J I I I • I I 1 1 1 I : 1 1 1 I I I Ma 120 110 100 00 e0 m e0 50 10 30 20 10 0 10 20 30 b 50 e0 70 s0 9O 100 110 120 130 ^C PIPELINE Aa`'SEC110M 1 01 • A U \ * iti,g \� Ow \ \ 8) \ \ \ l + n a2 1 CCD \ \ \\ cN * * LQ .., /10=14\.1,.. ,\..\ PROPOSED...TER 1 G I 133. \.�` \ •,\\ y�. a,wI M +---r,..—�—lam • K l '\.?�.b.—a.—t t.l iii MAM 1a�`1\ 0 lEiM � :\ \\, `. Rszi \ m IP L S MT Tort oc N.OFCONCRETEGv i BE INSTALLED PROTECT PIPELINE DURING Mb". I \ 2 PRIOR TO CONK ETON Of TIE PROPOSE°CONCRETE ® GW.CpBTMCTpN EOUPMENT 1MY plY GOY THE '� e�` \1`r CR LIIENSTN TBIPIOIRw CROSSINGNE N°°.(OPTIONI #t 1 O \ �'. \ oR PROMO PIPETIVE LINE To eEONSIEwa�LwRmc ��8 \ •mane.i NEAR OF V \ �8 I . . CO 1\ \\ __ O ' \ ' \ • v 1, w\\ O\ yt \� � ,....„, , 0 P.Om foram awe a CCM UTILITY PROTEcnw ..1 a..LtllWn b ManPYMM emmY..SicgO.... �TF —� ` a nYNneni ol•la N.YraeMr/nb. bu.m..for ...4.Y NMbef.Y n..4.Rb h....e.M pale...... T i M OTECTIaR Pu. 536 GENERAL N I THE STRUCTUREBRIDGE IS DESIGNEDDESIGN IN ACCORDANCE WITH THE CURRENT EDITIONANDOF THE Z WORKMANSHIP LSHAL BE IN ACCORDANCE NAWAL WITH ECONSTNUCTION ACTS DEPARTMEIALS NI OF TRANSPORTATION — TRMSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF a FF HIGHWAYS.STREETS.AND BRIDGES MOST RECENT EDITION. (D 2 1. LOADS THAT HARE BEEN USED IN THE STRUCTURAL DESIGN INCLUDE THE FOLLOWING: C),SW EMAXIINERT LOADS: -- -- Z Z �h0 I WE LOAD OF .0000 1B5 DRUM[.PACT.WITH A ROLLER O WEIGHT Of WINOS ITS 3 COMPLETE EERP OR NEVI FON R T STRUCTURALONCEENTWON SHALL BE SLICTI N.IN TO THE ACCORDANCE ENGINEER FOR REVIEW PRIOR TO S. PERIOD Of AT LEAST OF CONSTRUCTION. 1O WOWING DAYS SMALL BE PROVIDED TOR THIS REVIEWS REVIEW Of SHOP DRAWINGS BY THE ENGINEER DOES NOT RELIEVE THE CONTRACTS OF FULL RESPONSIBILITY FOR CORRECT FAMICATION AND CONSTRUCTION OF THE WORK. W ANY.VIAT1ON FROM.STRUCTUREADDITIONO MODIFICATION STRUCTUREANY PART OF THE SHOWN ON THESEDIUWIESSHALL BF SUBMITTED IN WRITING TO THE ENGINEER FOR REVIEW.SHOP ORMINGS THAT ME SUBMITTED FON REVIEW DD NOT CONSTITUTE TILLYRITING.UNLESS IT IS CLEARLY NOTED THAT THE SPECIFIC CHANGES ME BEING SUGGESTED. S. IIIE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ENGINEER OF ART DISCREPANCIES L BETWEEN T.ACTUAL CONDITIONS MO INFORMATION SHOWN ON TAW DRAWINGS BEM.PROCEEDING WITH THE WON. 6. THE STRUCTURAL DRAWINGS ME NOT TO BE SCALED FON DETERMINATION Of A QUANTITIES,LENGTHS.OR FIT OF MATERIALS. I. THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRICTURE.THEY DO NOT S INDICATE THE METHODS OF CONSTNN:IION UNLESS STATED OR SD NOTED. E �� YQ MONNCTors OR SHALL PROVIDE WRD GALL/ST ES NECESSARY TO PROTECT THE WORKERS NI B Ir N.E.TOP B. TOE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF WC RT....LC.BOTTOM ALL STRUCTURAL WORK AS REWIRED FOR STABILITY OF THE STRUCTURE DURING ALL M TRANSNfOR SARS PHASES E CONSTRUCTION.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE AT Br MC.TOP NO SOT d STA NEAR Of THE ANY CST DTTION ONT RD ONCH.[MIN HIS SE DISTRESS M�IHE SIROCGHT 7NUE�THE .. M1111111111.111,.. — B. CONSTRUCTREQUIREDION ON IEQUENCE LATION 0L ALL S NE OORCTURALDCBT rss OIPONENOONTRACTOR AS Egg ./�. • ►==►. EARTHWORK AND FOUNDATIONS 1. I.FOUNDATION DESIGN IS IN ACCORDANCE WITH PROJECT EOIECHNICN REPORT n PREPARED BY RABA KIS..EPOS HUMMER AMIB-110-00 DATED II/01/1011 YEEL PLATE 1. THE Mr.CAPACITY OF THE ROCK IS ASSUMED TO BE 6000 PSF ' LSE 410 PER ADIOS II IEWIpENTS 3. ALL EXISTING VEGETATION BENEATH THE FOUNDATION AREA SUCH W TEES.BRISN.AND S S \,�\/�\' S OAf LIT[FUNS ONAA'; 5� �\��`\��\ AT AM Arll�. A STUNTS SHALL IRE REMOVED fRON THE SITE. C TIONPRIM SHALL If!0 sea FOR aim. lE 3 PS BARS LOCATE ALL UTILITIES AND UNDERGROUND SERVICES PRIOR TO PERFORMING EXCMATION OF ANY KIND. It FKMBOTOROCK r-, ,_I. CAST IN PLACE CONCRETE !i- , 1. ALL CONSTRUCTION MATERIALS MD WORKMANSHIP SHALL BE IN ACCONUANCE WITH THESE 1.4 Y-0' r-0' B SINGS MO”DOT 101E SPECIFICATION FORCONSTRUCTION OF HIGHWAYS,STREETS,AND M. 1 I MILD STEELE EINFOEIE BANS SHALL CONFOM 10 ASTM A 615,GRADE 60 ,1 Av • 1 1 COKTE SHALL NE AN FOLLOWS 7S 1 W -SW AND FOOTING CLASS 5 IOW PSI. CONCRETERMISE OMTHEI DMFOP REINFORCEMENT SHALL BE AS FOLLOWS NAPLESS NOTED OTHEOPROTECTION DETAIL PINCHES TYPICAL SCALE a •1'-0` -3INCHES CSCETE CAST AGAINST ROCK S COMPETE SHALL EACH 10016 OF SPECIFIED STRENGTH BEFORE CONSTRUCTION LOANS ARE if .231111re' " L APPLIED.CONCRETE SHALL EACH ISM OF SPECIFIED STRENGTH BEFORE EQUIPMENT LOADS ME ALLOWED TO CROSS SW. 6. COVER DIMENSION ME CLEAR DIMENSIONS UNLESS NOTED OTHERWISE ' F. CONTRACTOR SHALL CAST ENTIRESTRUCTUREMONOLITHICALLY STEEL PLATE Y.* unseal I. STEEL PLATE SHALL BE GALVANIZED Ale STEEL ' I. PLANE WIDTH SHAWL BE IA!THICK.Id WIDE AND THE LENGTH Of THE PIPE UNDER THE AL. Ls.. ROADWAY.ABUT ADJACENT SEGMENTS OF PIPE. /MAWOAS WE PROTECT.COVER i 537 Cn O z ,rNAN.FO$OCMOTs .. OPTION 1 a 32 MAR FDA 12012 WT5 TEMPORARY RIGNTOF.WAY Tn W II PECC WIRoutMAT CROSSING - TDRAl, m) - za' , Or—.- M n ICJ I _ r r E TAR OIC J SEE AYEi AIANA FTELPIE PLAN ELEVATION it NOTES:(OPTION 11 e i LWBER MUST BE: °CIN(di sAN� 1.1 FAQ OF KART CORER. El iiiA�]12 1I DOOCIAS Or OR BETTER '� e — e �� 1.3 III IM 1)E0 2 ES5: s 0 8-NCH FOR 2.'MIS; CO 12-OA71 FOR tl'ANTS 1a ASSUMED EN STEEL ROOS FOR BACK SECTION. SOR NONE COO 2 THIRD WU YOST ROHDE MUCH AND SPECFICATMS SEALED BY PROFESSIONAL EMum OPTION 2 OPTION 3 OPTION 4 SEMI-PERMANENT PERMANENT PERMANENT j PLACE AND CONPAET,r INCH RACE No COCKY 4' I2• II ' LAYER OF A'MUM CRATER THERRICK RIFF OF D YeYF1M PUCE NC D 04010NNE 12•THICK Ad ' - - ETER CRUSIIED AGGREGATE THIS AISA SLOPE IC 00 SCPD TO AO:MA CR. 2 RYES ED G mum INDIAS ANA W PROM WRING Of SOIL RNiROFWAY ACDOWODAIE$CRN•FA ACCp[CA1E 11K NSA 70 CHAIRED AGGREGATE 116 ARE/. RICiROF.WAY ARP SNF7IND Of SLAB ��AS!PROMO) MORO Tummy((4:1 KEEN ANNG OF SOL R ASSOF-WAY TO KEYEIR OFIIO6 Or SOS - - WMy1M) AID SHEIK OF sue _ (OR AS SPECIFED) - NO REIP0 OF SLAB N]RAS SPECIFIED) A CONCRETE 5U8 CONCRETE SLAB Ir EC C01 TE SLAB 12•YOO �. " r f ua ACM .. ... .. MAT.CIMOC �' I - -Jill �'�L 12'MOO nap GRADE TO DRAW KT.GRADE !TEFLTAATE ASeP[orO TIAcrSLL AMY MOON STAB F• • AS SPECIFIED *I - - - S11PPOR15 Ar •.— ATY05 PPEUE ARCS PPEUE 3-A 0 SPEW PPRRE -• - -. - R/RDIARS ATIIOS PPEIME •SEE TWO IA A ID •SEE NOTE IA wwNANNA• I ELEVATION ELEVATION ELEVATION NOTES:(OPTION 2. 3&41 I CONS OR IHE FOLIATING OEN CN009RC ONENSO S. A 2'OY EM TO BE USED ONLY►UK NE BEEN POT HIED NO LOCATION OETERINNED --'__ ___..--._-. ..........•IN. A..". NPFUE NMI.MAT -1.4.W B 3'ON EC*PARES 11TN AWAKE!RUCHING(L PIENN.MKT AND SOIL CRARACFEA•SII[S N.A.. •s µ'. NN,-.i..•ai+,•T LI... r .A�Aa 2 RUES OR Pp6 NAST BE LOCATED OUTSIDE EASEMENT/RCM OF MY.ALL Mhos ARE TO BE REMOVED AMR 1R[ �*00000ED RPrONs F1N.AN1., r 0. 3 STAB SMIL BE DESIGNED FOR BUNK LOAD. • ..LAN. __ a.. DICIRE0 0 STANDARDillAN r N. A.MUST K APPROVED RN ANDS ENGINEERING. 'i. ..•...•..w.,•....T.: .... v.,a.......---- 4+�_ N....••.m w 1...FM.ve,0 w-..TAW... .runt.....oat+..w.••e. .m,,-,Ta-.Srs.11-,00-00Wi- T P..IlE ( MORCIICNNAN 538 in 0 20 aso so z 0•WW1: veaTM q.�.,. z y.4a.� SCALE:1'40' p'_.0 sqg CAUT ON III rail a a.-gwnw /� EXISTING GAS IMAIN IN AREA LEGEND f1°IW AmIG wYa tte 07),. ........ - m6r.OWOunsulte 5 11 to i�rnd+ay,�'�'IY � a °lYl1'1n /t•mot WOKE"�ryMFml1 to�e.1M111'Rt� a .e-1liC ...vn.04ruGE Mtn.. aaMeAT mabr,'N.LL �.�A 1 non. uNE a.eD� i m a0a[.i�E.e MalION rtn >y .'Ge tea— vnavo®c°t.i,ae.c . CONNECT ern,.,wo w, i ° ° is�i STA Haw,NEC WYOMING SPRINGS DR - ••• �0��� 6� _ 142 00 i ire 01v..czi, 143+00 1 f 44.00 cucvENT ,rn..sEvt:.w wig v' .,>, ITna �.E. u ` LcN .. IYPE�1toaESII � N¢Wq a SiawtL.tnoEe....0..e \ 4 v.e' i.•man•'i ..tom STORM LINE C „b.m. u^®, � M T:10 ,..ES. C1F.P.IICER 770 11 li _785-, .W ._. _ _ _BLS— I attar OW, PROMISED GROUND C. 1750 ,aww nn S .e. - - — _ A / d - 1dk.--__ 'i 1 750 W _ i i i °...maw _ �_ e- .4 ! $ i10 E - . "'c ke 626 R Pee k ... ve 740 _ _ r e ___ND_ 1 _ - y WV 0•11,40 M. I. 730 700 ;e KAN,• 5+00 6.00 7.00 ' 172 1n LAT 02 LAT C1 0 20 40 60 80 Z V.,e i SCALE:1'W0' Z-g LEGEND N i 770 _ZZO_ -- - 68 •"+— nawnrrenew« C9n - r np785 Yyyp 106a" M 765 ma.on.P.rE Pwe an 0 Pxsoa.cxa o M.411103310 ___ .o..mwoa,oi 623 ro® _721_ x ir , i ° 760 —.e— mmo®COMM AS pin IIH A _ __ —___-- a 755 - IIi� 11��■ -�vv�x- —;— _x.rnw - 755 F- e 33Epi° �5 11 R' `gypp_O; ii gpi Iiiititl 1� i �91 i/ YYg! pp A' . $Ry42410 y 40 inp mmvo®PREP POMP uuw 700C _ �Yi a +$Bdd:B. �dd �gy�{i _ .740 0 raoro®x�wzne I;g e. NORM id 03 TT 738 t`<< d ii; I _ IOG .ENIII g :zyi OPnawnoncmw«o COVER730 3E iiWnZ 730 'xee».01w,ne..Cw,1waCT, ui ux 1oxO0N '1avPPaPTiloMxn«insaxzP 1+00 2+00 1+00 2+00 3+00 TYPE xawrnrPer�PrAPcnrtPxnicno P.°¢ arizrw E"fr.0 LAT C1 LAT D1 /HER MO"irnxmun®rower u.3w1voros Pee�Pnrzmwx«aeti aarawc,=a jj 775 v,.,e 780 ..,C»m 9 P , 785 - 770 t� * -'� PPwroffn axaso m Pn WO • «v+u�� rx»� �x�r�r �a 11/ av,rwPoePoorouro +pwe:1,11.y 78s i.... W e ..; l �4;$ 11 q � e 4 'ei 755 Ili E e_4y9 �Az 1 745 �d I§ 4Z ni ; 1.4, L {la 750 " widdd 740 __ .d id 745 S 736 740seexoP 3+00 4+00 1+00 2+00 3+00 STORM Pe nxaF«'P�i• .........178 SUE TEST HOLE DATA SHEET • Halff Project# 036179.001 Cty# N/A HALFF® • City//CountyName:ROUND ROCK/WILLIAMSON NEN t 1 Location: WYOMING SPRINGS EXTENSION NNE I ,X Limits: FROM CREEK BEND BLVD. TBPELS#F-312 TO SAM BASS RD. 9500 Amberglen Blvd. Test Hole# 4 ROUND ROCK Utility: GAS Building F,Suite 125 TEXAS Owne: ATMOS ENERGY Austin, Texas 78729 Date: 7/29/2020 Tel:512.777.4600 Weather: SUNNY Fax:512.252.8141 Test Hole Data Test Hole Profile (N.T.S.) Approx. Sta. 142+89 Offset. 37.6' LT 0 Offset pulled from: PROP. WYOMING SPRINGS CL 4 ®Measured Depth of Hole: 3.41' . 0 A A ®Surface Elevation: 757.86' ,��,yy.,� ces-Nc, ©Elev. @ Top of Utility: 754.45' �' ©Elev. @ Bottom of Utility: 753.95' (CAL C.) ®Size of Utility: 6' 0 Utility Material: S TFFL O Utility Condition: GOOD ®Thickness of Pvmt.: N/A MI4 0 Type of Pvmt.,Base,etc: N/A J ©Description of soil: ROCK/CLAY �'‘v, � `.• � �� Unit of Measure: English X Metric Survey Control: Grid Surface_ Scale Factor: 1.00012 Test Hole Plan View (N.T.S.) Test Hole Photo — TH*4 �. N=10166337.56 •i,.�ce E=3118839.1 g;, ) N �g., r ..-- 1\. ,,, :::� 00 1 /'� 1 :. 22.4:_____3 _� , �3 tility Photo OH - Zk 00 " .P .r=', TIE SWING TIE POINT DESCRIPTION DISTANCE Certification:thereby certify that the 1 TEST HOLE TO GAS PIPELINE MARKER 38.7' information shown hereon is correct to the best of my knowledge and belief. 2 TEST HOLE TO GUY WIRE 63.4' �� NV4M%% 3 TEST HOLE TO POWER POLE 93.6' Sp�E..,,,,,..F TF4,1. FieldWotes/Legend: 5):' ��`� '\%1 i TEST HOLE j*/ 1� *#/ GAS PIPELINE MARKER MARC R.EPPERLY . 0 C— GUY WIRE % • 102025 ; i PPD POWER POLE ,p..6,;:.../ �. ���11,\\ ''A� SAE/2-0 SUE TEST HOLE DATA SHEET Halff Project# 036179.001 —.�- CSJ# N/A City/CountyName:ROUND ROCK/WILLIAMSON mom s HALFF I I • Location: WYOMING SPRINGS EXTENSION , ,i- Limits: FROM CREEK BEND BLVD. TBPELS#F-312 TO SAM BASS RD. 9500 Amberglen Blvd. ROUND ROCK Test Hole# 5S Building F, Suite 125 TEXAS Utility:Owne: A TMOS ENERGY Austin, Texas 78729 Date: 7/29/2020 Tel:512.777.4600 Weather: SUNNY Fax:512.252.8141 Test Hole Data Test Hole Profile (N.T.S.) Approx. Sta. 142+68 Offset- 35.6' RT 0 Offset pulled from: PROP. WYOMING SPRINGS CL gi ®Measured Depth of Hole: 2.20' G ®Surface Elevation: 755.47' vi.9.,�,� �,�,c,`�, ©Elev. @ Top of Utility: 753.27' �' ®Elev. @Bottom of Utility: 752.77' (CALC.) Q ©Size of Utility: 6' 0 Utility Material: STEEL 0 Utility Condition: GOOD ®Thickness of Pvmt.: N/A X A E4 ©Type of Pvmt.,Base, etc: N/A ®Description of soil: ROCK/CLAY v ® Unit of Measure: English X Metric Survey Control: Grid Surface X Scale Factor: 1.00012 Test Hole Plan View (N.T.S.) Test Hole Photo OH '- N ..*inIsom. .nrr E / _ Zk00 1 " " t /rrf �k..., ... 1 — 1 �. P C' 3 Utility Photo /—4 -----1 !*,-,,Ir at ' i _ ri E I . w ' PP/R O 1 / i - �i l i TIE SWING TIE POINT DESCRIPTION DISTANCE Certification:I hereby certify that the 1 TEST HOLE TO POWER POLE 60.6' information shown hereon is correct to the best of my knowledge and belief. 2 TEST HOLE TO POWER POLE W/ RISER 47.4' ���\\\‘‘1 3 TEST HOLE TO GUY WIRE 26.0' ��� E. OF rill, Field Notes/Legend: c,:' ��� �'•d'#0 Q TEST HOLE !* f� •i*A/ P P 0 POWER POLE / • MARC R.EPPERLY • 102025 / PP/RO POWER POLE W/ RISER �� Q� �A� C— GUY WIRE •� �' `1,`F,S'S� 8/12-/ZO 2022080211 Page 9 of 12 o.0 WEST \ `\ \ `�; SHEET 05 of 08 OF Pt_ LOT 9 \\ \ \\\ - - - - SHEET 06 of 08 \ 20-WASTEWATER • EMENT ` % N CECIL W.FISHER,JR. TO FERN BLUFF MUMCIPA_UTILITY 1 9.826 ACRE CRE a N PARCEL A-081 ACRE O AND WIFE, VOL.1643 PG.415 '-8. (APPROX.428,027 SQ.FT.) a e WASTEWATER EASEMENT O.R.W.C.T \\ \ \ m TO LOWER COLORADo SALLY S.FISHER 2 Z RIVER AUTHORITY CALLED 4.05 ACRES > A N 0.3I8ACRE VOL.668,PG.657 14 LOT 10 • • o DOG r,10,2005072580 TONKAWA VILLAGE �\ \ \ 01 0.P.R.WC.T R.W.C.T. CAB.C,SLIDE 319 .. �,, \ vt'�L GRAPHIC SCALE P.R.W.C.T. / rr.,tS).�. 4%C r c , ../..--..---.... LOT 11 ID 0 WILLIAMSON COUNTY MUNICIPAL TO FERN BLUFF \ 1`- ' . UTILITY DISTRICT NO.9 MUNICIPAL UTILITY DI BLUFFTR-cT ` O W LLIAMSON 25'WASTEWATER EASEMENT APPROX.CL LONE STAR GAS cp PARCEL 8-0.792 ACRE 9 COUNTY,TEXAS \, '•/ �C N0.2008009912 C WIDTH GIVEN) VCL 1531.PG.67 S / 0.P,R.W.C.T. (NOI .1 4D CALLED 9.821 AC. APPU VOL.0 3i DES DESCRIBED IN o.R WC r v:DOC NO.200509341• _ VOL. 447,PG.563 ~'_ -' O.P.R.W.C.T. Ma' .' GAS LINE D.R.W.C.T. is CITY OF AUSTIN,TEXAS, APPROX CL LONE STAR `� - 1 GAS COMPANY EASEMENT ip�! E L32 CITY OF CEDAR PARK,TEXAS, :NO WIDTH G VENI IN VOL.427,PG 229.D R.W.C.1. m 1L1 ! CITY OF ROUND ROCK,TEXAS APPL ES TO 278 ACRES DESCRIBED IN r t, 1; "- 1 L33 5,381 SQ.FT.DESCRIBED IN voD2RB4.WPCGTa75 2. ` m<_ AL DOC.NO.2000072245 1 z l�lN�_/s DOC.NO.2019005420 JON KOONCE ANEW so?33}w z\ ? O.P.R.W.C.T. SIREN MARY LOUISE TORNQVIST \ 2.2 ,L17' ' ' ` HONEY BEAR PROPERTIES,LLC CALLED 1.18 ACRE,DESCRIBED (s69.36'09.1A0 �''tAs_ S`r REM.OF CALLED 4.9191 ACRES IN DOC.NO.2013038823 \ 141.500'1 m DOC.NO.2016095753 DOC.NO.2019081737 stir ORALAGE&).U'E. 09' O.P.R.W.C.T. O.P.R.W.C.T. CAB K.SLIDE 83-64 / P R W C.T. ? W.W.E.TO FERN BLUFF _ - • OT 1 1-,,,I;;,. MUNICIPAL UTILITY DISTRICT JON KOONCE AND Z \ - C' EK P.<.CE a PARCEL C-0.2,ACRE y S IDES 63b1 J.'.• VOL.1531,PG.67 SIREN MARY LOUISE TORNQVIST O P C T 4 D.R.W.C.T. REM.OF CALLED 1.019 ACRE, �? �y� iy�oy SEE SHEET 7 FOR LEGfID, DESCRIBED IN � \ AL 4, c",,-1,:o, LINE/CURVE TABLES DOG.NO.2007091839 e3=w� (SUR ACE) .Qs�'a �`�.RPls4a4s. 1 DOC.NO.2019081737 !L \ N 10165810.02 HONEY BEAR O.P.R.W.C.T� w E 3118937.82 4� PROPERTIE. 1 ► 'm REM OF CA LED 2709ACRES Y,TEXAS . \ \ 383.13 8,A1 4 N! :4, DOC.NO 2016095 53 .061 ACRE ` (S88'2T49'E a`a O 1t O P R W. -14010433 \ 2' ! 132 70•) s R.W.C.T. (S89'35.46 1/4(16E181 (N 54NJ (SB3'1. WI I.' N C 'DIAMOND' L31 -DIAMO . go al \ L22 '�� ) 'DIAMOND- / 21 A L23 (71.z9' C6 ..O.2..... A 30.1} • ' -HAYNIE' .. , -- ..;.:.-'I L'1 sip 'Le R • L27 01 8 Av5TlN` L29 ' 'DIAMO O A.�w 51b7 E 127,.77 'DIAMOND" (587Y1'38'E) (S85'53'}3'E) 1.' '53'13 574, MOND' (176.31'1 (127.86') 119.09') 487 -A STW.. C.R. 174 (HAIRY MAN RD) 41NTY TEXA- '' 5 P. E(8 'BGE .- -CRE CAB K.SLIDE 63S4 'BCE LOT 14 (R.O.W.VARIES) o 8107316 P.R.W.C.T BLOCK . C T ‘ FERN BLUFF MU P PAL \ LANDSCAPE/DRAINAGE UTILITY TTRICT REPRISE COVE FERN BLUFF MUNICIPAL UTILITY DISTRICT � TRACT 1 ' 05/12/2022 REM.OF CALLED 21 394 AC CALLED 0.374 AC. \ (50'R.O.W.) DOC.N0.2002000474 DCC.NO.2004079127 jam__ O.P.R.W.C.T. O.PR.W.C.Te/C \ f / "i .+ \FTF 1�WLE� LOT13 VC, 1369 PG 405 ``PR.WC.T. CURTIS WAYNE WATTS ' LOT 70 couNrY OF 1AIILUiAMSON (W(OMING SPRINGS DRIVE \ LOT 12 •'0 6614 ': LOT 69 ROW.DEDICATION} \r'05 �!•�� CALLED 5 100 ACRES ��'L%'•FE 5 S1� -l�� LOT 68 DOC'N0.9661935` LOT 11 Q'.......•fL O.R.W.0 T. III HALF r 9.826 ACRES (APPROX. 428,027 S.F.) IN THE Project No.:36179.002 ■o■ WILLIAM DUGAN SURVEY, ABSTRACT NO. Issued: 05/12/2022 9500AMBERGLENBLVD 190 AND THE DAVID CURRY SURVEY 36179.002 BLAUSSTTIN TEXASE 76729 WILCO 9.826 ACRES TEL(512)777-4800 SECTION A, ABSTRACT NO. 130 IN FAX( 1 141 WILLIAMSON COUNTY, TEXAS TBPL$FIRMIRM N NO 10029607 06 of 08 — 16[I4X FORS%SMATS OPTION 1 37 MAY FOR OS I]MATS — TEMPORARY RIGNT-OF-WAY [11.1 - tat AS SPECIFIED) MAT CROSSING L le I I I I I STEEL - N 1 I RODS -- BRIDGE I tY I' w I j r l J.1 11 Vao _ I, I IEL,1. t iiiititi:......, 11 � 1 I - BACNFI L it - SPAN DTF (SEE TABLE) *TAIOS PIPELINE - - PLAN ELEVATION NOTES: (OPTION 1) 1 13 I.LUIBFR SOOT BE: 091N(di SPAN CAR 1.1 FREE OF HUNT CUTER. I OR LESSB 1.2 tl DOIVVAS FIR CR BETTER. Ne 1.3 MNWUM 1WCKNESS. 2 8 8-NCH FOR 20 ANTS. 3 10 E• 12-51CH R O'MATS. 10 US 1.4 ASSEMBLED NTH STEEL RODS FOR BRIDGE SECTION. sOA.ORE NA 2. THIRD PARTY MUST PRO.n0E DESIGN AND SPECIFICATIONS REAM Of PROFESSIONAL ENGINEER. — OPTION 2 OPTION 3 OPTION 4 SEMI-PERMANENT PERMANENT PERMANENT PULE AND COMPACT 12'NCRRACE AND COMPACT 12' THICK LASER 50 NIMIAI 1[ PLACE AND COIPA[i 12'THICK A LAYER OF 4.'I NBNIY DIAYETFA SLOPE AS REQUIRED TO DIAMETER CRUSHED LITER Of M WARN ONNETER CRUSHED AGGREGATE'RR PREP RIGHT-0E-WAY ACCOMMODATE SCRAPER AGGREGATE THG'AEA TO CRUSHED AGGREGATE THIS AKA `j TO PREVENT RUTTING OF Sal TOR AS SPECIFIED) C EIIuI CIFARAAICE(A.1 PREVENT RUTTING a SOIL RIGHT-0FWAY TO PREHEAT MRiBIG Q SOIL HGM.OF.WAY MC SHBTNG a SUS - MAKIYVY) AM)SHIA IBM;a SW - TOR A99PEaFIE01 ANC SIHING a 5111f - Tat AS SPECEICOI (1 CONCRETE SUB CONCRETE SLAB t2'WC CONCRETE SUB 12'VOID [ • .d d. • - FAWAY FROM SLAB H k', .. i „•...,. •_ CONCRETE lE A�ia� Y I2.WID ... ..• NAT.GRACE i'¢ • STEEL PLATE TNT fRAOE gT AS SPECKED DACNFLL • • A5 SPECEED /� a' ,1 ! - - SUPPORTS AT j ‘11111��.•..o. ATY05 PPEJIE ANTOS PIPELINE 3'-4'S SPACING ATMOS PPFIINC - .. -_ - W/REBWS m _ ATMOB PIPELINE •SEE NOTE to 0 18 •SEE MOTE IA "`,d"'^'"- 1: ELEVATION ELEVATION ELEVATION u=^. NOTES: (OPTION 2.3&41 I.C0M51DER TTE FOLLOWNG MIEN CHOOSNG C1110610NS. '..r-T. ,..... A 2'DIMENSION TO BE USED ONLY IF LIE HAS IRON POT HOLED MC LOCATION DETERMINED. - - °"O1 "^ At., rP[ux[E3000401.0Ix1S51«0 B.3'DYENSKN VINES WOH AVAILABLE TRENCHNG EQUPMENT,BUCKET AND SOIL CIWNCRNGIKS. • _ -... _- '� - ../"• n«vOlurt Y.T x MO. _ -w Ten+.-vm ...... 5[W-vCxWOPTI E PERMANENT 2.PILNGS OR PIERS MUST BE LOCATED OUTSIDE FASEAIENT/NGHf OF WAY.ALL PI111G5 ARE TO BF PEAIOvED(FIFA 15F. — - I APPROVES /.• OPTIONS IS.—A, _ ! 3.SUB SAW.BE OESIGED FOR BF/NNG LOAD ,"r „o. acI«[[PI«c s�A«wxo__-- energy I.MUST BE APPROVED B[AIIO$ENGINEERING yr n «.v.z®+.o � --, r...w.m r..wo ,, :,•..a: s*0.I I-100-00 s- _ �TECI.CAS RAN TBD