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HomeMy WebLinkAboutContract 55290 Date Received: 02/10/2021 City Secretary Time Received: 12:00 pm Number: 55290 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this loth day of February 2021, by and between LGI Homes - Texas, LLC, acting by and through Cheryl (Elaine) Torres, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as an approximately 174.76 acre tract located in the Nathaniel Holbrook Survey, Abstract 647, Tarrant County, Texas according to the deed recorded in Document Number D219248021 Deed Records, Tarrant County, Texas, hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Vista West 11, Phase 1 hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of Stormwater within the confines of the Property; and WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on-site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and OFFICIAL RECORD CITY SECRETARY STORMWATER FACILITY MAINTENANCE AGREEMENT FT.WORTH,TX Rev.11/17/2016 WHEREAS, the City requires that on-site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on-site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit`B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev.11/17/2016 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowncr's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev.11/17/2016 ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage easement outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage easement, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such easement which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100 year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev.11/17/2016 Executed this loth day of February 20 21 CITY: LANDOWNER: b�8r��rGu7� Dana Burghdoff( 10,20 09:05 CST) Dana Burghdoff, Asst. City Manager Elaine Torres, Officer City of Fort Worth LGI Homes -Texas, LLC Date: 2-10-2021 Date: Z-l Approved as to Form and Legality: Chn,Yet R Lq�pgOff Christa R.Lopez-Reynold (Feb 9,202116'7 CST) Christa Reynolds, Sr. Asst. City Attorney City Attorney's Office Date: 2-9-2021 4 c 11 ��sO°00000°o� ATTEST: 160 o0 0 0� ° 0 0 A'r dow� ° r Ronald P.Gonzales(Feb 0,202111:36CST) �� o°0000OO0000° p� Contract Compliance Manager: Mary Kayser, City Secretary �aZI?*—V ap By signing I acknowledge that I am the City Secretary's Office person responsible for the monitoring and administration of Date: this contract, including ensuring all performance and reporting requirements. Janie S. Morales, Planning Manager Development Services Date: 02/02/2020 OFFICIAL RECORD CITY SECRETARY STORMWATER FACILITY MAINTENANCE AGREEMENT FT.WORTH,TX Rev. 11/17/2016 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on February 10, 2021 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth, LAURIE PEQUENO Digitally signed by LAURIE PEQUENO LEWIS 149 LAURIE PEQUENO LEWISLEWIS Date:2021.02.1010:23:38-06'00' Notary Public STATE OF TEXAS Notary Public, State of Texas Notary I.D. 132278952 My Comm.Exp.Dec.10,2023 STATE OF TEXAS § COUNTY OF T*Pa�*NT § Before me, the undersigned authority on this - day of 'C'"t' , 20&�, personally appeared known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that the same is the act of Z-0ZL. 4A,".T L'c c• , and that he executed the same as its c-q�:c-t and as the act of such LI';� gd►t,_j and for the purposes and consideration expressed in the foregoing instrument. THERESA DONIA � �`�AFY PV6/� Q ti1 _z Notary Public, state of rexas NotaryPublic, State of Texas �• + COMM. Expires 03-07-2022 Notary ID 124914904 OFFICIAL RECORD CITY SECRETARY FT.WORTH,TX STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.11/17/2016 EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev.11/17/2016 LEGEND: EXHIBIT "All Cluj CITY OF O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS OF FORT WORTH TARRANT COUNTY, TEXAS D.R.T.C.T. DEED RECORDS OF TARRANT COUNTY, TEXAS L VOL. VOLUME 200' 0' 100' 200' T PG. PAGE PO INST. NO. INSTRUMENT NUMBER SITE R. PROPERTY LINE c'l R.O.W. RIGHT—OF—WAY (C.M.) CONTROLLING MONUMENT SCALE: 1"= 200' Z LAND HOOK OLD WEATHERFORD RD TkU ft I ---- lNsr ND 0/C -- s/C�4ft t C 2p603/1s OMpgNY ' U205304g TRUSTf RTCT FOUND 1/2" IRON ROD LOCATION MAP �•R.T T \ W/ YELLOW PLASTIC CAP "PAPE DAWSON" (C.M.) 7R,4 IIVS POINT OF \ TCN� 0?1924°Mess s0, rfX COMMENCING 7 27' c•?Ri'ttc\\\'AS72°40'08"E WE7S Tp Zo 97.54' (viot. (12p•RdPCy,o r /V D. VD -Z T-? l T 34, N O RI N \��� NOTES: � � £klS FnNc ROWay) C'TJ 1. THIS EXHIBIT IS ISSUED IN CONJUNCTION \ p�` WITH A METES AND BOUNDS DESCRIPTION LOT 2, BLOCK A PREPARED UNDER JOB NO. 70113-01 BY A'' v. (30' WIDE PUBLIC ACCESS EASEMENT) PAPE-DAWSON ENGINEERS, INC. \ n� VISTA WEST CHESAPEAKE ADDITION \• INST. NO. D213046215, D.R.T.C.T. 2. THE BEARINGS ARE BASED ON THE TEXAS POINT OF COORDINATE SYSTEM ESTABLISHED FOR THE BEGINNING NORTH CENTRAL ZONE (4202) FROM THE NORTH AMERICAN DATUM OF 1983 NAD 83 \ (NA2011) EPOCH 2O10.00. L2 S67*380 00, 16 W CITY OF FORT WORTH �a € STORMWATER FACILITY w MAINTENANCE AGREEMENT AREA wUA 0 5,4 TRACT A 0.0897 OF AN ACRE(3,908 SF) W� \�O p b LGI HOMES-TEXAS, LLC O kp INST. NO. D21 9 248 021 O.P.R.T.C.T. s� a 0 LINE TABLE L1 LINE BEARING LENGTH L1 S67*25'48"W 10.00' TRACT B LGI HOMES-TEXAS, LLC L2 N67°35'16"E 10.00' INST. NO. D219248021 \ a� O.P.R.T.C.T. �p REMAINDER OF F.I.R. 1/2" W/ YELLOW PLASTIC TRACT 116 ea CAP "PAPE DAWSON" (C.M.) CHAPEL CREEK E'S EH \ LIMITED PARTNERSHIP s PAPE-DAWSON VOL. 11029, PG. 1159 5 rzmpji ENGINEERS SYMBOL LEGEND \ D.R.T.C.T. r \ D1 r DALLAS I SAN ANTONIO I AUSTIIJ I HOUSTOIJ I FORT WORTH FOUND IRON ROD (AS NOTED) \ a 0 5810 TENNYSON PKWY,STE 425 1 PLANO,TX 75024 1 214.420.8494 PAGE 1 OF 3 �3 TBPE FIRM REGISTRATION#47C I TBPLS FIRM REGISTRATION#10194390 JAN UARY 19, 2021 JOB No.: 701 13-01 o� cG THIS DOCUIENT HAS SEQJ PRODIICm FROM W17EPo11THAT WAS STORED AND/OR 7MNSNITIED EIECIRONICALLY AND MAY HAVE SEQ!NADWRIENTLY ALTERED. RELY ONLY ON FINAL HAPDWPY WTEPoALS BFi1RNG THE CONSULTANTS OPo(iNAL SIGNATURE AND SEAL riPAPE-DAWSON ENGINEERS EXHIBIT "A" CITY OF FORT WORTH STORMWATER FACILITY MAINTENANCE AGREEMENT AREA BEING a tract of land, situated in the Nathaniel Holbrook Survey, Abstract No. 647, City of Fort Worth, Tarrant County, Texas, and being a portion of Tract B as described in a Special Warranty Deed to LGI Homes-Texas, LLC recorded in Instrument Number D219248021 of the Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.), and being more particularly described by metes and bounds as follows; COMMENCING at a found 1 /2" iron rod with yellow plastic cap stamped "PAPE DAWSON" (controlling monument) for the east most northeast corner of said Tract B, same point being at the intersection of the westerly line of a tract of land as described in a Warranty Deed to Texas Electric Service Company tract, recorded in Volume 8736, Page 1787 of the Deed Records of Tarrant County, Texas (D.R.T.C.T.) and the southerly line of Lot 2, Block A of Vista West Chesapeake Addition, an addition to the City of Fort Worth, recorded in Instrument Number D213046215 of the Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.), from which a found 1/2" iron rod with yellow plastic cap stamped "PAPE DAWSON" (controlling monument) bears S 72°40'08" E, a distance of 97.54 feet at the northwest corner of Tract A as described in said Special Warranty Deed to LGI Homes-Texas, LLC, same point being at the intersection of the southerly line of Lot 2 and the easterly line of said Texas Electric Service Company tract; THENCE, S 22024'44" E, along the easterly line of said Tract B and the westerly line of said Texas Electric Service Company tract, a distance of 502.44 feet; THENCE, Departing the easterly line of said Tract B and the westerly line of said Texas Electric Service Company tract, over and across said Tract B, the following bearings and distances; S 67'35'16" W a distance of 80.00 feet to the POINT OF BEGINNING; S 22°24'44" E, a distance of 390.76 feet, from which a found 1/2" iron rod with yellow plastic cap stamped "PAPE DAWSON" (controlling monument) bears S 44'03'12" E, a distance of 420.29 feet at a re-entrant corner on the westerly line of said Tract A, same point being on the easterly line of said Texas Electric Service Company tract and the westerly line of the remainder of Tract IIB as described in a Special Warranty Deed to Chapel Creek Limited Partnership, recorded in Volume 11029, Page 1 159 (D.R.T.C.T.); S 67025'48" W, a distance of 10.00 feet; Transport4tipo { Water Resoumes I Land Development { Surveying I Environmertal relcphnne: 214-420.8494 address: 5910 TENNYSON PARKWAY, SUITE 425 PLANO, TX 75024 wehslto PAPE-DAWSON-Cam Dallas I San Antonio I Austin I Houston I Fort Worth Texas Engineering Firm#470 Texas Surveying Firm#10194390 Page 3 of 3 EXHIBIT "A" N 22024'44" W, a distance of 390.79 feet; N 6703516" E, a distance of 10.00 feet to the POINT OF BEGINNING, and CONTAINING 0.0897 of an Acre or 3,908 Square Feet of land more or less, and being as described in accordance with a survey made on ground and accompanied by an exhibit or survey map prepared under job number 70113-01 by Pape Dawson Engineers, Inc. The Bearings are based on the Texas Coordinate System established for the North Central Zone (4202) from the North American Datum of 1983 NAD 83 (NA201 1) epoch 2010.00. For Pape Dawson Engineers, Inc. ��-OF rE �.P4�lsr£RF�-q ................................ MARCOS A. MADRI❑ Marcos A. Madrid ' �...6740 Registered Professional Land Surveyor Texas Registration No. 6740 Firm Registration No. 10194390 Pape Dawson Engineers, Inc. 5810 Tennyson Parkway, Suite 425 Plano, Texas 75024 Tele. 214-420-8494 Email: mmadrid@r)ar)e-dawson.com Certification Date: January 19, 2020 THIS SURVEY SHOULD BE CONSIDERED NULL AND VOID WITHOUT AN ORIGINAL, DATED, WET INK SIGNATURE AND AN ACCOMPANYING IMPRESSION SEAL OF THE REGISTERED PROFESSIONAL LAND SURVEYOR. rdPAPE-DAWSON ENGINEERS EXHIBIT "All CITY OF I� FORT WORTH LEGEND: �L O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS WEST polNT D.R.T.C.T. DEED RECORDS OF TARRANT COUNTY, TEXAS oy VOL. VOLUME cl SITE F PG. PAGE F� INST. NO. INSTRUMENT NUMBER 200' 0' 100' 200' R PROPERTY LINE R.O.W. RIGHT—OF—WAY OLD WEATHERFORD RD (C.M.) CONTROLLING MONUMENT _ _ I Z LAND HOOK SCALE: 1"= 200' I LOCATION MAP NOT-TO-SCALE NOTES: llySjf�fCTR/C 1. THIS EXHIBIT IS ISSUED IN CONJUNCTION N0. 0IC Afjj sY WITH A METES AND BOUNDS DESCRIPTION STICNAf� 037/1 CpMpA PREPARED UNDER JOB NO. 70113-01 BY /N N0 t• C 0•R,T NY PAPE-DAWSON ENGINEERS, INC. C. 02p53 45 TRST T R Tf T \ 2. THE BEARINGS ARE BASED ON THE TEXAS 34, C \ FOUND 1/2" IRON ROD COORDINATE SYSTEM ESTABLISHED FOR THE W/ YELLOW PLASTIC CAP NORTH CENTRAL ZONE (4202) FROM THE \LOT 2, BL PAPE DAWSON' (C.M.) NORTH AMERICAN DATUM OF 1983 NAD 83 OCK A (30' WIDE PUBLIC (NA2011) EPOCH 2O10.00. ACCESS EASEMENT) TRACT VISTA WEST //SST 0 CHESAPEADDITION INST.NO.AKE D213046215, \ N0 0279 46?7S_TfkA D.R.T.C.T. \ O.P,R.S Qc kp POINT OF COMMENCING as r.�r, \ r�oWE7S 7-,o NT S72'40'08"E 97.54' 388, � /TARRANT REGIONAL WATER DISTRICT j �120 R/C pG 3 8`v 90' WATERLINE EASEMENT INST. N0. D205152765, D.R.T.C.T. \\ 10 fklSnNG R 0 F Wq y) T C T,) W. L TRACT A S67'35'16"W 90.00' \ LGI HOMES-TEXAS, LLC INST. No. D21 9 2480 21 POINT OF BEGINNING'* O.P.R.T.C.T. -- N17°19'46"E 94.06'— , ` 22806 FOUND 1/2" IRON ROD W/ YELLOW PLASTIC CAP \ ` "PAPE DAWSON" (C.M.) CITY OF FORT WORTH ` -74 F REMAINDER OF TRACT IIB (P CHAPEL CREEK LIMITED PARTNERSHIP r STORMWATER FACILITY as VOL. 11029, PG. 1159, D.R.T.C.T. s MAINTENANCE 2� �� TRACT 2 - DRILL SITE \ ` AMENDMENT TO OIL, GAS AGREEMENT AREA w \ \ AND MINERAL LEASE BETWEEN �F CHAPEL CREEK LIMITED LL 0.7718 OF AN ACRE (33,620 SF) �\ \ m N�50 PARTNERSHIP ("LESSOR") AND F HOLLIS R. SULLIVAN, INC. ("LESSEE") INST. NO. D205267559 •POZ D.R.T.C.T. Y LGI HOMES-TEXAS, LLC 2 INST. No. D219248021 �1s U ck _pOo O.P.R.T.C.T. S67021'20"W 557.98' \ ` N815706�E FOUND 1/2" IRON ROD W/ YELLOW PLASTIC CAP S \ "PAPE DAWSON" (C.M.) U \ W� E s PAPE-DAWSON ENGINEERS SYMBOL SYMBOL LEGEND N IRON ROD FOUND (AS NOTED) DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH a 0 5810 TENNYSON PKWY,STE 425 1 PLANO,TX 75024 1 214.420.8494 PAGE 1 OF 3 �3 TBPE FIRM REGISTRATION#47C I TBPLS FIRM REGISTRATION#10194390 JAN UARY 19, 2021 JOB No.: 701 13-01 o� cG THIS DOCUIENT HAS SEQ!PRODIICm FlNMI W17EPo11THAT WAS S70RED AND/OR 7MNSNITIED EIECIRONICALLY AND MAY HAVE SEQ!NADWRIENTLY ALTERED. RELY ONLY DN FlNAL HAPDWPY WTEPoALS BFi1RNG THE CONSULTANTS OPo(iNAL SIGNATURE AND SEAL riPAPE-DAWSON ENGINEERS EXHIBIT "A" CITY OF FORT WORTH STORMWATER FACILITY MAINTENANCE AGREEMENT AREA BEING a tract of land, situated in the Nathaniel Holbrook Survey, Abstract No. 647, City of Fort Worth, Tarrant County, Texas, and being a portion of Tract B as described in a Special Warranty Deed to LGI Homes-Texas, LLC recorded in Instrument Number D219248021 of the Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.), and being more particularly described by metes and bounds as follows; COMMENCING at a found 1 /2" iron rod with yellow plastic cap stamped "PAPE DAWSON" (controlling monument) for the east most northeast corner of said Tract B, same point being the intersection of the westerly line of a tract of land as described in a Warranty Deed to Texas Electric Service Company tract, recorded in Volume 8736, Page 1787 of the Deed Records of Tarrant County, Texas (D.R.T.C.T.) and the southerly line of Lot 2, Block A of Vista West Chesapeake Addition, an addition to the City of Fort Worth, recorded in Instrument Number D213046215 (O.P.R.T.C.T.), from which a found 1/2" iron rod with yellow plastic cap stamped "PAPE DAWSON" (controlling monument) bears S 72°40'08" E, a distance of 97.54 feet at the northwest corner of Tract A as described in said Special Warranty Deed to LGI Homes-Texas, LLC, same point being at the intersection of the southerly line of Lot 2 and the easterly line of said Texas Electric Service Company tract, THENCE, S 22024'44" E, along the easterly line of said Tract B and the westerly line of said Texas Electric Service Company tract, a distance of 1,129.35 feet; THENCE, Departing the easterly line of said Tract B and the westerly line of said Texas Electric Service Company tract, over and across said Tract B, the following bearings and distances; S 67'35'16" W, a distance of 90.00 feet to the POINT OF BEGINNING and being on the westerly line of a 90-foot waterline easement as described in a Deed to Tarrant Regional Water District recorded in Instrument Number D205152765, (D.R.T.C.T.), from which a found 1/2" iron rod with yellow plastic cap stamped "PAPE DAWSON" (controlling monument) bears S 69'17'22" E, a distance of 226.06 feet at a re-entrant corner on the westerly line of said Tract A, some point being on the easterly line of said Texas Electric Service Company tract and the westerly line of the remainder of Tract IIB as described in a Special Warranty Deed to Chapel Creek Limited Partnership, recorded in Volume 11029, Page 1 159 (D.R.T.C.T.); S 22024'44" E, along the westerly line of said waterline easement, a distance of 604.65 feet, from which a found 1/2" iron rod with yellow plastic cap Transport4tipo { Water Resoumes I Land Development { Surveying I Environmertal relcphnne: 214-420.8494 address: 5910 TENNYSON PARKWAY, SUITE 425 PLANO, Tx 75024 wehslto PAPE-DAWSON-COM Dallas I San Antonio I Austin I Houston I Fort Worth Texas Engineering Firm#470 Texas Surveying Firm#10194390 Page 3 of 3 EXHIBIT "A" stamped "PAPE DAWSON" (controlling monument) bears N 81°58'17" E, a distance of 201 .02 feet at a re-entrant corner on the westerly line of said Tract A; S 67021 '20" W, departing the westerly line of said waterline easement, a distance of 57.98 feet; N 22038'40" W, a distance of 532.56 feet; N 17°19'46" E, a distance of 94.06 feet to the POINT OF BEGINNING, and CONTAINING 0.7718 of an Acre or 33,620 Square Feet of land more or less, and being as described in accordance with a survey made on ground and accompanied by an exhibit or survey map prepared under job number 701 13-01 by Pape Dawson Engineers, Inc. The Bearings are based on the Texas Coordinate System established for the North Central Zone (4202) from the North American Datum of 1983 NAD 83 (NA201 1) epoch 2010.00. For Pape Dawson Engineers, Inc. ��.OF TF ° %LP NlARCflS A. MADRI❑ Marcos A. M a d ri d """""""""""""""" Registered Professional Land Surveyor � '9 6740 0 y •-..��ss�Q.. O Texas Registration No. 6740 n sUiFkv � Firm Registration No. 10194390 Pape Dawson Engineers, Inc. 5810 Tennyson Parkway, Suite 425 Plano, Texas 75024 Tele. 214-420-8494 Email: mmadrid@babe-dawson.com Certification Date: January 19, 2020 THIS SURVEY SHOULD BE CONSIDERED NULL AND VOID WITHOUT AN ORIGINAL, DATED, WET INK SIGNATURE AND AN ACCOMPANYING IMPRESSION SEAL OF THE REGISTERED PROFESSIONAL LAND SURVEYOR. rdPAPE-DAWSON ENGINEERS EXHIBIT "All CITY OF _�� FORT WORTH LEGEND: O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS OF L TARRANT COUNTY, TEXAS D.R.T.C.T. DEED RECORDS OF TARRANT wFSTPo/NT COUNTY, TEXAS SITE VOL. VOLUME C, PG. PAGE 9� INST. NO. INSTRUMENT NUMBER R PROPERTY LINE 200' 0' 100' 200 R.O.W. RIGHT-OF-WAY (C.M.) CONTROLLING MONUMENT DLD WEATHERFORD RD Z LAND HOOK _J SCALE: 1"= 200' ' LINE TABLE LOCATION MAP SYMBOL L E G E N D LINE BEARING LENGTH NOT-TO-SCALF FOUND IRON ROD (AS NOTED) L1 N55°57'25"E 76.94' NOTES: 1. THIS EXHIBIT IS ISSUED IN L2 S75°11'36"E 50.00' CONJUNCTION WITH A METES AND rkU BOUNDS DESCRIPTION PREPARED 411C /NSTfNO TRIC 0 L3 N67°35'15"E 219.72' UNDER JOB NO. 70113-01 BY INST. N4tt C 020g�C��fRy PAPE-DAWSON ENGINEERS, INC. NO O2pS3 45 4 �RSTCf'116 ORMCATY FOUND 1 2" IRON ROD 2 THE TEXAS COORDINATE THE BEARINGS ARE ESY�TEM r W/ YELLOW PLASTIC CAP ESTABLISHED FOR THE NORTH FOUNDIRON 1ROD \FRS "PAPE DAWSON" (C.M.) CENTRAL ZONE (4202) FROM THE "PAPE NORTH AMERICAN(NA201 D ATUM OF 1983 NAD 83 1) EPOCH 22010.00. Ate. SAC \. INST NO CCU \ 027924g p fS,T fk POINT OF \ 0'P.RSi C�C COMMENCING as S72.40'08"E I ' \ 0,' AA 97.54' ' I U \ rn. (12p•Rl� PG 34 ��V D \ fkISTNT OF wA. 'T T) POINT OF ac WHITE SETTLEMENT ` ` BEGINNING \\ R'0•w INDEPENDENT SCHOOL DISTRICT 3 / LOT 2, BLOCK A /INST. NO. D206230768 \CS (30' WIDE PUBLIC ACCESS EASEMENT) D.R.T.C.T. `\ // N \ S67°35'16"W VISTA WEST CHESAPEAKE ADDITION / ta \ 90.00' INST. NO. D213046215, D.R.T.C.T. FOUND 1/2" IRON S• \ <J� a ` \ �f pp ROD PLASTICV YELLOW CAP ly \� �� ` �iP v cA r W�O�V��egi "PAPE DAWSON" JB.\ �� J i '�0. Lin pu TRACT B s / ono s %, P LGI HOMES-TEXAS, LLC 2. �2\ /// d '�� S�� ��� E INST. NO. D219248021 / �R31k� \ �Z�r cP�S� (a°�o O.P.R.T.C.T. (�$ $ °''c^y a n TRACT A 22 F �� LGI HOMES-TEXAS, LLC (1,\ �� INST. 48021 CITY OF FORT WORTH ���S27a 14,06„W \ ' O.P.R.T.C.T. STORMWATER FACILITY 130.25' \ N MAINTENANCE AGREEMENT AREA CURVE TABLE CURVE RADIUS DELTA CHORD BEARING CHORD LENGTH 2.555 ACRES (111,282 SF) C1 550.00' 15*42'13" N34°32'32"W 150.27' 150.74' 3 C2 660.00' 8°21'03" N38°13'07"W 96.11' 96.20' U C3 430.00' 65*10'44" N17°46'58"W 463.21' 489.16' E PAPE-DAWSON C4 380.00' 34°27'31" S02°25'21"E 225.11' 228.54' rz ENGINEERS C5 160.00' 65°27'18" S52°22'46"E 173.01' 182.78' 's D1 r DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH 5810 TENNYSON PI STE 425 1 PLANO,TX 75024 1 214.420.8494 PAGE 1 OF 5 �3 TBPE FIRM REGISTRATION#47C I TBPLS FIRM REGISTRATION#10194390 JAN UARY 19, 2021 JOB No.: 701 13-01 o� cG THIS DDCUIENT HAS SEQ!PRODIICm FlNMI W17EPo11THAT WAS S70RED AND/OR 7MNSNITIED EIECIRONICALLY AND MAY HAVE SEQ!NADWRIENTLY ALTERED. RELY ONLY 1014 FlNAL HAPDWPY WTEPoALS BFi1RNG THE CONSULTANTS OPo(iNAL SIGNATURE AND SEAL riPAPE-DAWSON ENGINEERS EXHIBIT "A" CITY OF FORT WORTH STORMWATER FACILITY MAINTENANCE AGREEMENT AREA BEING a tract of land, situated in Nathaniel Holbrook Survey, Abstract No. 647, City of Fort Worth, Tarrant County, Texas, and being a portion of Tract B as described in a Special Warranty Deed to LGI Homes-Texas, LLC, recorded in Instrument Number D219248021 of the Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.), and being more particularly described by metes and bounds; COMMENCING at a found 1 /2" iron rod with yellow plastic cap stamped "PAPE DAWSON" (controlling monument) for the east most northeast corner of said Tract B, same point being at the intersection of the westerly line of a tract of land as described in a Warranty Deed to Texas Electric Service Company tract, recorded in Volume 8736, Page 1787 of the Deed Records of Tarrant County, Texas (D.R.T.C.T.) and the southerly line of Lot 2, Block A of Vista West Chesapeake Addition, an addition to the City of Fort Worth, recorded in Instrument Number D213046215 of the Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.), from which a found 1 /2" iron rod with yellow plastic cap stamped "PAPE DAWSON" (controlling monument) bears S 72°40'08" E, a distance of 97.54 feet for the northwest corner of Tract A as described in said Special Warranty Deed to LGI Homes-Texas, LLC, same point being at the intersection of the southerly line of Lot 2 and the easterly line of said Texas Electric Service Company tract; THENCE, S 22°24'44" E, along the easterly line of said Tract B and the westerly line of said Texas Electric Service Company tract, a distance of 257.36 feet; THENCE, Departing the easterly line of said Tract B and the westerly line of said Texas Electric Service Company tract, over and across said Tract B, the following bearings and distances; S 67'35' 16" W, a distance of 90.00 feet to the POINT OF BEGINNING and being on the westerly line of a 90-foot waterline easement as described in a deed to Tarrant Regional Water District recorded in Instrument Number D205152765, (D.R.T.C.T.); S 22°24'44" E, along the westerly line of said waterline easement, a distance of 245.08 feet; Transport4tipo { Water Resoumes I Land Development { Surveying I Environmertal relcphnne: 214-420.8494 address: 5910 TENNYSON PARKWAY, SUITE 425 PLANO, Tx 75024 wehslto PAPE-DAWSON-COM Dallas I San Antonio I Austin I Houston I Fort Worth Texas Engineering Firm#470 Texas Surveying Firm#10194390 Page 3 of 4 EXHIBIT "A" S 6804344" W, departing the westerly line of said waterline easement, a distance of 224.78 feet; S 27'14'06" W, a distance of 130.25 feet to the beginning of a non- tangent curve to the left; Along said curve to the left having a radius of 550.00 feet, a central angle of 15'42'13", a chord bearing and distance of N 34°32'32" W - 150.27 feet, with an arc length of 150.74 feet to the beginning of a reverse curve to the right; Along a said curve to the right having a radius of 660.00 feet, a central angle of 08°21 '03", a chord bearing and distance of N 3801307" W-96.11 feet,with an arc length of 96.20 feet, from which a found 1 /2" iron rod with yellow plastic cap stamped "PAPE DAWSON" (controlling monument) bears N 55°40' 15" W, a distance of 246.38 feet at an angle point corner on the westerly line of said Tract B and being the southeast corner of a tract of land as described in a Special Warranty Deed to White Settlement Independent School District, recorded in Instrument Number D206230768 (D.R.T.C.T.); N 55°5725" E, a distance of 76.94 feet to the beginning of a non- tangent curve to the right; Along a said curve to the right having a radius of 430.00 feet, a central angle of 65°10'44", a chord bearing and distance of N 1704658" W - 463.21 feet, with an arc length of 489.16 feet, from which a found 1/2" iron rod bears N 45°36'53" W, a distance of 223.47 feet at an angle point on the westerly line of said Tract B and being the northeast corner of said White Settlement Independent School District tract; S 75°1 1'36" E, a distance of 50.00 feet to the beginning of a non- tangent curve to the left; Along said curve to the left having a radius of 380.00 feet, a central angle of 34027'31", a chord bearing and distance of S 0202521" E - 225.1 1 feet, with an arc length of 228.54 feet to the beginning of a compound curve to the left; rdPAPE-DAWSON ENGINEERS Page 4 of 4 EXHIBIT "A" Along said curve to the left having a radius of 160.00 feet, a central angle of 65'27 18", a chord bearing and distance of S 52022'46'' E - 173.01 feet, with an arc length of 182.78 feet; N 67'3515" E, a distance of 219.72 feet to the POINT OF BEGINNING, and CONTAINING 2.556 Acres or 1 1 1 ,282 Square Feet of land more or less, and being described in accordance with a survey made on ground and accompanied by an exhibit or survey map prepared underjob number 70113-01 by Pape Dawson Engineers, Inc. Bearings are based on the Texas Coordinate System Established for the North Central Zone (4202) from North American Datum 1983 (NA201 1 ) epoch 2010.00. For Pape Dawson Engineers, Inc. MARCflS A. MADRI❑ Marcos A. adrid �' '6740"'�;Q" Registered Professional Land Surveyor 910........ Texas Registration No. 6740 Firm Registration No. 10194390 Pape Dawson Engineers, Inc. 5810 Tennyson Parkway, Suite 425 Plano, Texas 75024 Tele. 214-420-8494 Email: mmadrid@oaoe-dawson.com Certification Date: January 19, 2021 THIS SURVEY SHOULD BE CONSIDERED NULL AND VOID WITHOUT AN ORIGINAL, DATED, WET INK SIGNATURE AND AN ACCOMPANYING IMPRESSION SEAL OF THE REGISTERED PROFESSIONAL LAND SURVEYOR. rdPAPE-DAWSON ENGINEERS EXHIBIT "All CITY OF FIB FORT WORTH LEGEND: "L O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS OF , TARRANT COUNTY, TEXAS wFSTFp�/VT D.R.T.C.T. DEED RECORDS OF TARRANT COUNTY, TEXAS °y VOL. VOLUME ,SITE °99A PG. PAGE 200' 0' 100' 200' INST. NO. INSTRUMENT NUMBER T' PROPERTY LINE R.O.W. RIGHT-OF-WAY OLD WEATHERFORD RD (C.M.) CONTROLLING MONUMENT _ _J SCALE: 1"= 200' FOUND 1/2" IRON ROD W/ LOCATION MAP YELLOW PLASTIC CAP "PAPE DAWSON" (C.M.) NOT-To-SCALE NOTES: W 1. THIS EXHIBIT IS ISSUED IN CONJUNCTION WITH A METES AND \ BOUNDS DESCRIPTION PREPARED \ (vot 0� 3g %T UNDER JOB NO. 70113-01 BY \ (j2p 20g p ed(/�FV PAPE-DAWSON ENGINEERS, INC. \ fXjs RjCNT 34 a•R.TC A�Q 2. THE BEARINGS ARE BASED ON THE \ nN0 R.O w wAY) T) TEXAS COORDINATE SYSTEM ESTABLISHED FOR THE NORTH \ LOT 2, BLOCK A CENTRAL ZONE (4202) FROM THE (30' WIDE PUBLIC ACCESS EASEMENT) NORTH AMERICAN DATUM OF 1983 \ f Z VISTA WEST CHESAPEAKE ADDITION NAD 83 (NA2011) EPOCH 2O10.00. 'A z\ v, ��tP COa INST. NO. D213046215, D.R.T.C.T. 0. LAC, \ 1� rn 2r. TRACT A 7 F� 0 LGI HOMES-TEXAS, LLC \ a ply 0 INST. NO. D219248021 O.P.R.T.C.T. _ \\ �� N65035'50"E 71.48' R-175.00 TRACT B \ �?� �Z� S80003'44"E 126.23' Delta=13021'09" LGI HOMES-TEXAS, LLC \'� CB=S65°58'58"E INST. N0. D219248021 " N540 55'03"E 93.87' O.P.R.T.C.T. \ /�.�CD=40.69' L=40.78' \ 29 / CITY OF FORT WORTH\ 5o2�i/// /�S34°57'13"W 228.02' € STORMWATER FACILITY \4 / MAINTENANCE // FOUND W'PLASTICC CAP D W/ AGREEMENT AREA o230 "PAPE DAWSON" (C.M.) 2.253 ACRES (98,161 SF) "030M1 .35 N22024'44"W\185.40' N67'35'03"E 33.32' POINT OF BEGINNING FOUND 1/2" IRON ROD W/ REMAINDER OF TRACT IIB € YELLOW PLASTIC CAP "PAPE DAWSON" (C.M.) CHAPEL 1 029 REEK PG.LIMITED P D RTN C THIPVOL. N �\`V'koA'S \\ TRACT 2 - DRILL SITE V' a ��� (,j AMENDMENT TO OIL, GAS «1. �POO/��_q�o \ AN CHAPEL KS LIMITED BETWEEN aW PARTNERSHIP ("LESSOR") AND Eo HOLLIS R. SULLIVAN, INC. ("LESSEE") Eg INST. NO. D205267559 D.R.T.C.T. U E PAPE-DAWSON Egg FER"i NGINEERS SYMBOL SYMBOL LEGEND v J 'S r IRON ROD FOUND (AS NOTED) g DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH SHEET 1 OF 3 i 5810 TENNYSON PKWY,STE 425 1 PLANO,TX 75024 1 214.420.8494 �# JANUARY 19, 2021 JOB No.: 70113-01 TREE FIRM REGISTRATION N470 I TBPLS FIRM REGISTRATION M10194390 A If THS DOCUMENT HAS BEEN PROMM FROM MATERIAL THAT WAS STORED AND/OR TRANSMFFRIT EIECTMIMCALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDWPY MATMALS BEARING THE CONSULTANTS ORIOMAL SIGNATURE AND SEAL riPAPE-DAWSON ENGINEERS EXHIBIT "A" CITY OF FORT WORTH STORMWATER FACILITY MAINTENANCE AGREEMENT AREA BEING a tract of land, situated in the Nathaniel Holbrook Survey, Abstract No. 647, City of Fort Worth,Tarrant County,Texas, and being a portion of Tract A as described in a Special Warranty Deed to LGI Homes-Texas, LLC recorded in Instrument Number D219248021 of the Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.), and being more particularly described by metes and bounds as follows; BEGINNING at a found 1/2" iron rod with yellow plastic cap stamped "PAPE DAWSON" (controlling monument) for a re-entrant corner on the westerly line of said Tract A and being on the easterly line of a tract of land as described in a Warranty Deed to Texas Electric Service Company, recorded in Volume 8736, Page 1787 of the Deed Records of Tarrant County, Texas (D.R.T.C.T.), same point being on the westerly line of the remainder of Tract IIB as described in a Special Warranty Deed to Chapel Creek Limited Partnership recorded in Volume 11029, Page 1 159 (D.R.T.C.T.); THENCE: N 22°24'44" W, along the easterly line of said Texas Electric Service Company tract and the westerly line of said Tract A, a distance of 185.40 feet, from which a found 1/2" iron rod with yellow plastic cap stamped "PAPE DAWSON" (controlling monument) bears N 22°24'44" W, a distance of 1,036.11 feet for the northwest corner of said Tract A, same point being at the intersection of the easterly line of said Texas Electric Service Company tract and the southerly line of Lot 2, Block A of Vista West Chesapeake Addition, an addition to the City of Fort Worth, recorded in Instrument Number D213046215 (O.P.R.T.C.T.); THENCE: Departing the westerly line of said Tract A and the easterly line of said Texas Electric Service Company tract, over and across said Tract A, the following bearings and distances; N 65°21 '34" E, a distance of 296.83 feet; N 54°55'03" E, a distance of 93.87 feet; S 80°03'44" E, a distance of 126.23 feet; N 65°35'50" E, a distance of 71 .48 feet to the beginning of a non-tangent curve to the right; Transport4tipo { Water Resoumes I Land Development I Surveying I Environmertal relcphnne: 214-420.8494 address: 5910 TENNYSON PARKWAY, SUITE 425 PLANO, Tx 75024 wehslto PAPE-DAWSON-COM Dallas I San Antonio I Austin I Houston I Fort Worth Texas Engineering Firm#470 Texas Surveying Firm#10194390 Page 3 of 3 EXHIBIT "A" Along said non-tangent curve to the right, having a radius of 175.00 feet, a central angle of 13021 '09'', a chord bearing and distance S 65°58'58" E - 40.69 feet, with an arc length of 40.78 feet; S 34057'13" W, a distance of 228.02 feet to a point on the westerly line of said Tract A and the remainder of said Tract IIB, from which a found 1 /2" iron rod with yellow plastic cap stamped "PAPE DAWSON" (controlling monument) bears N 67035'03" E, a distance of 33.32 feet for an angle point on the westerly line of said Tract A; THENCE: S 67035'03" W, along the westerly line of said Tract A and the remainder of said Tract IIB, a distance of 402.30 feet to the POINT OF BEGINNING, and CONTAINING 2.253 Acres or 98,161 Square Feet of land more or less, and being as described in accordance with a survey made on ground and accompanied by an exhibit or survey map prepared under job number 701 13-01 by Pape Dawson Engineers, Inc. The Bearings are based on the Texas Coordinate System established for the North Central Zone (4202) from the North American Datum of 1983 NAD 83 (NA201 1) epoch 2010.00. For Paps Dawson Ergineers, Inc. OF T 61 �i MARCOS A. MADRI❑ Marcos A. Madrid 740 Registered Professional Land Surveyor 9 °�fiss�� P 0 Texas Registration No. 6740 SUR-'4 Firm Registration No. 10194390 Pape Dawson Engineers, Inc. 5810 Tennyson Parkway, Suite 425 Plano, Texas 75024 Tele. 214-420-8494 Email: mmadrid@pape-dawson.com Certification Date: January 19, 2020 THIS SURVEY SHOULD BE CONSIDERED NULL AND VOID WITHOUT AN ORIGINAL, DATED, WET INK SIGNATURE AND AN ACCOMPANYING IMPRESSION SEAL OF THE REGISTERED PROFESSIONAL LAND SURVEYOR. rdPAPE-DAWSON ENGINEERS EXHIBIT "All CITY OF FORT WORTH LEGEND: cl O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS OF L 1 TARRANT COUNTY, TEXAS I D.R.T.C.T. DEED RECORDS OF TARRANT WEST Pp�AIT COUNTY, TEXAS VOL. VOLUME C' PG. PAGE F INST. NO. INSTRUMENT NUMBER 200' o' 100' 200' R PROPERTY LINE SITE R.O.W. RIGHT—OF—WAY (C.M.) CONTROLLING MONUMENT OLD WEATHERFORD RD Z LAND HOOK _J SCALE: 1"= 200' INgT Np �RYLFCrRIC MIN 02p60 COMP LOCATION MAP 'NST No G CA 3j1,6,ApR NOT-To-SCALE 02p53 4gFOUND T "PAPE DOWSONW PLASTIC CAP REFERENCE PAGE 2 OF 5 FOR \ LINE TABLE AND CURVE TABLE I RACr I SYMBOL LEGEND 27g FOUND IRON ROD (AS NOTED) \ 0 ?480 l'-0. gS \ l. Op.R TC�C POINT OF COMMENCING a WE7,Is S72*4A, 97.540 08 E (vot. 2 0/ \ �j \ �� 020,R T�4 8LVQ FOUND 1/2 IRON ROD W/ e�� °�� D�V \ �6 fXjS NAY) •CTJ YELLOW PLASTIC CAP �� �� \ o nNC "PAPE DAWSON" (C.M.) �PQ Q� Q \_7 tJ_ LOT 2, BLOCK A W ( WIDE PUBLIC ACCESS EASEMENT)VISTA WEST CHES PEAKE ADDITION INST. NO. D213046215, D.R.T.C.T. JN \ \1 0 OXa N7I21'IZW rL9 �N�=i—\J2 S6i5�6 \ v� CHAPELECREEKLI OF MITEDRACT IIB PARTNERSHIP Vto I a V1 !()// \ y cp VOL. 11029, PG. 1159, D.R.T.C.T. < ♦ ��LO Wn Li z o \ Z..� 6 EASEMENT 2 o_ �\ 3 0 � o AMENDMENT TO OIL, GAS AND MINERAL �/ POINT OFp7 0 0 LEASE BETWEEN CHAPEL CREEKLIMITED z 1 c+2 co \ a Z �� PARTNERSHIP ("LESSOR") AND HOLLIS J U/ BEGINNING , " C \oLI,c'rZc� cp'S� R. SULLIVAN, ("LESSEE") L S INST.NO. D2 56 5 25 , D. R.T.C.T. OCIO \a611),0A co �-A A tV / , \ 1�Z iP 7Zc TRACT A V' TRACT B -TEXAS, LLC LGI HOMES-TEXAS, LLC \ n� INIST.ONOS D21 9 2480 21 INST. N0. D219248021 \ O.P.R.T.C.T. O.P.R.T.C.T. NN Q o rn a EL r' �v CITY OF FORT WORTH \ �- Er_j_ V FOUND 1/2- IRON �wQf 0 I �� STORMWATER FACILITY ROD W/ YELLOW LF 0 w w PLASTIC CAP LL EC2 I /� MAINTENANCE �� PAPE DAWSON" —��`' AGREEMENT AREA L (C.M.) zw a J l L6 wo s 2 W L7 2.914 ACRES (126,925 SF) \ a TRACT D S FOUND 1/2" IRON ROD W/ LGI HOMES-TEXAS, LLC YELLOW PLASTIC CAP INST. NO. D220278250 "PAPE DAWSON" (C.M.) O.P.R.T.C.T. Eo NOTES: og 1. THIS EXHIBIT IS ISSUED IN CONJUNCTION WITH A METES AND BOUNDS PAPSDAWSON DESCRIPTION PREPARED UNDER JOB NO. 70113-01 BY PAPE—DAWSON - ENGINEERS, INC. E ENGINEERS 2. THE BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM ESTABLISHED FOR THE NORTH CENTRAL ZONE (4202) FROM THE NORTH AMERICAN DATUM OF DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH 1983 NAD 83 (NA2011) EPOCH 2O10.00. 5810 TENNYSON PKWY,STE 425 1 PLANO,TX 75024 1214.420.8494 PAGE 1 OF 5 i TBPE FIRM REGISTRATION#470 1 TBPLS FIRM REGISTRATION#10194390 JANUARY 19, 2021 JOB No.: 701 13-01 o� oG THIS DOCUENT HAS BEEN Pft0DI10ED FliDN W1IEMAL 1HAT US Sf01rED AND/pt 7RANSYITIED ELECIRONCALLY AND MAY HAVE BEEN INADYENIENILY ALIENED. RELY OILY ON FINAL HANDCOPY NATENWS BEARNG THE CONSULTANT'S OPoGNAL SNAlATUAE AND SEAL EXHIBIT "A" LINE TABLE CURVE TABLE LINE BEARING LENGTH CURVE RADIUS DELTA CHORD BEARING CHORD LENGTH L1 S47°13'28"W 29.97' Cl 840.00' 16°01'15" N09°52'06"W 234.11' 234.88' L2 S37°12'19"W 81.18' C2 78.00' 64'23'02" N14'18'47"E 83.11' 87.65' L3 S26°48'49"W 67.18' C3 97.00' 63'27'27" N14°46'35"E 102.02' 107.43' L4 S25°52'39"W 60.00' C4 200.00' 29°29'19" N14'24'58"W 101.80' 102.93' L5 S37°20'45"W 51.43' C5 135.00' 25°32'35" S14*10'18"E 59.69' 60.18' L6 S69°22'41"W 49.38' L7 S87°56'33"W 63.82' L8 N56°15'10"E 38.21' L9 S86°05'26"E 65.19' e ` L10 N56°15'10"E 92.87' L11 N77°30'12"E 104.89' L12 S56°14'05"E 70.01' F li b 'i U a S Y M 9 w E- Eo' cj # JPAPE-DAWSON E o$ F ENGINEERS DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH 5810 TENNYSON PKWY,STE 425 1 PLANO,TX 75024 1214.420.8494 PAGE 2 OF 5 i TBPE FIRM REGISTRATION#470 1 TBPLS FIRM REGISTRATION#10194390 JANUARY 19, 2021 JOB No.: 701 13-01 o� oG THIS DOCUENT HAS MEN Pft0DI10ED FliDN W1IEMAL 1HAT US Sf01rED AND/pt 7RANSYITIED ELECIRONCALLY AND MAY HAVE BEEN INADYENIENILY ALIENED. RELY OILY ON FINAL HANDCOPY NATENWS BEARNG THE CONSULTANT'S OPoGNAL SNAlATUAE AND SEAL rdPAPE-DAWSON ENGINEERS EXHIBIT "A" CITY OF FORT WORTH STORMWATER FACILITY MAINTENANCE AGREEMENT AREA BEING a tract of land, situated in the Nathaniel Holbrook Survey, Abstract No. 647, City of Fort Worth, Tarrant County, Texas, and being a portion of Tract B as described in a Special Warranty Deed to LGI Homes-Texas, LLC recorded in Instrument Number D219248021 of the Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.), and being more particularly described by metes and bounds as follows, COMMENCING at a found 1/2" iron rod with yellow plastic cap stamped "PAPE DAWSON" (controlling monument) for the east most northeast corner of said Tract B, same point being the intersection of the westerly line of a tract of land as described in a Warranty Deed to Texas Electric Service Company tract, recorded in Volume 8736, Page 1787 of the Deed Records of Tarrant County, Texas (D.R.T.C.T.) and the southerly line of Lot 2, Block A of Vista West Chesapeake Addition, an addition to the City of Fort Worth, recorded in Instrument Number D213046215 (O.P.R.T.C.T.), from which a found 1/2" iron rod with yellow plastic cap stamped "PAPE DAWSON" (controlling monument) bears S 72°40'08" E, a distance of 97.54 feet at the northwest corner of Tract A as described in said Special Warranty Deed to LGI Homes-Texas, LLC, same point being at the intersection of the southerly line of Lot 2 and the easterly line of said Texas Electric Service Company tract; THENCE, S 22°24'44" E, along the easterly line of said Tract B and the westerly line of said Texas Electric Service Company tract, a distance of 1,860.42 feet, THENCE, Departing the easterly line of said Tract B and the westerly line of said Texas Electric Service Company tract, over and across said Tract B, the following bearings and distances; S 67035'16" W, a distance of 245.33 feet to the POINT OF BEGINNING; S 14'12'31" W, a distance of 250.88 feet; S 4701328" W, a distance of 29.97 feet, S 37'12'19" W, a distance of 81 .18 feet; S 26048'49" W, a distance of 67.18 feet, S 25052'39" W, a distance of 60.00 feet, Transportation 4 WaterResources I Land©eMopment { Surveying I FnvIronmentaI telephone; 214-420-6494 address: 5810 TENNYSON PARKWAY, SUITE 425 PLANO, TX 75024 webslte; RAPE-DAW50N.COM Dallas I San Antonio I Austili I Flnuston I Fort orth Texr+Errgi reirrrry Firrrl Adif7 irKus Surveyrrrg Frrlrr JU39'7394 Page 4of5 EXHIBIT "A" S 37020'45" W, a distance of 51 .43 feet; S 69022'41" W, a distance of 49.38 feet; S 8705633" W, a distance of 63.82 feet to the beginning of a non-tangent curve to the left, from which a found 1/2" iron rod with yellow plastic cap marked "Pape-Dawson" (controlling monument) bears, S 72006'52" W, a distance of 627.83 feet to the southeast corner of that Remainder of Tract 1 1 A, described in deed to Chapel Creek Limited Partnership, recorded in Volume 11029, Page 1 159 (D.R.T.C.T.), some point being an angle point on a westerly line of said Tract B; Northwesterly, along said curve to the left having a radius of 840.00 feet, a central angle of 16'01'15", a chord bearing and distance of N 09052'06" W, 234.11 feet, with an arc length of 234.88 feet to the beginning of a reverse curve to the right, Northeasterly, along said curve to the right, having a radius of 78.00 feet, a central angle of 64'23'02", a chord bearing and distance of N 14'18'47" E, 83.11 feet, with an arc length of 87.65 feet to the beginning of a non-tangent curve to the left. Northeasterly, along said curve to the left having a radius of 97.00 feet, a central angle of 63'2727", a chord bearing and distance of N 14°46'35" E, 102.02 feet, with an arc length of 107.43 feet; N 56'15 10" E, a distance of 38.21 feet to the beginning of a non-tangent curve to the right; Northwesterly, along said curve to the right, having a radius of 200.00 feet, a central angle of 29029'19", a chord bearing and distance of N 14024'58" W, 101.80 feet, with an arc length of 102.93 feet, from which a found 1/2'' iron rod with yellow plastic cap marked "Pape-Dawson" (controlling monument) bears N 71'21 '12" W, a distance of 707.10 feet to a re-entrant corner of Tract C, as described in deed to LGI Homes - Texas, LLC, recorded in Instrument Number D220278250 (O.P.R.T.C.T.) and being an angle point on the westerly line said Tract B; S 86'05'26" E, a distance of 65.19 feet to the beginning of a non-tangent curve to the left; Southeasterly, along a said curve to the left, having a radius of 135.00 feet, a central angle of 25°32'35", a chord bearing and distance of S 14'10'18" E, 59.69 feet, for an arc length of 60.18 feet; PAPE-DAWSON f° ENGINEERS Page 5of5 EXHIBIT "A" N 56015 10" E, a distance of 92.87 feet; N 77'30'12" E, a distance of 104.89 feet; S 56014'05" E, a distance of 70.01 feet to the POINT OF BEGINNING, and CONTAINING 2.914 Acres or 126,925 Square Feet of land more or less, and being as described in accordance with a survey made on ground and accompanied by an exhibit or survey map prepared under job number 70113-01 by Pape Dawson Engineers, Inc. The Bearings are based on the Texas Coordinate System established for the North Central Zone (4202) from the North American Datum of 1983 NAD 83 (NA201 1) epoch 2010.00. For Pape Dawson Engineers, Inc. a F T� ` C") �p ..¢ .Q... MARC(5. A. MADRID Marcos A. adrid 6740 Registered Professional Land Surveyor � ''% �A`l Q '9 '•.. Esslo..• O Texas Registration No. 6740 Firm Registration No. 10194390 Pape Dawson Engineers, Inc. 5810 Tennyson Parkway, Suite 425 Plano, Texas 75024 Tele. 214-420-8494 Email: mmadrid@page-dawson.com Certification Date: January 19, 2020 THIS SURVEY SHOULD BE CONSIDERED NULL AND VOID WITHOUT AN ORIGINAL, DATED, WET INK SIGNATURE AND AN ACCOMPANYING IMPRESSION SEAL OF THE REGISTERED PROFESSIONAL LAND SURVEYOR. 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H. :eeeeEeE eeeeeeeee n ........ ::::::::::::::::::::: .:.:.:.:.:.:.:.. �a @@@@@@@@@@@@@@@@@@@@@ @ e: ! @@@@:::::@ eeeeeeeeeeeeee:: :::..........................::Eeeeeeeeeeeeeeee : : ..MEMEMEM 0 eeeee�� Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION Visual inspections of all components will be conducted every 6 months. A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT 8 Rev.11/17/2016 0 3 a Q c �- N cu a) > 0- a) 0 o � i U L Z .0 cn N QCUO Z � _ 0 E ❑ I a� C C C C C O C C O C C C O O O N ❑ N N N N N N N N N O N N N N N Z c E E E E E E E E E E E E E E E W Q O O O O O O O O O O O O O O O O LU H LL L) L) L) L) L) U U U U U U U U U U I I I I I I I I I I I I I I W LL O O O O O O O O O O O O O O O Jco Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z L I I I I I I I I I I I I I I I a p I a`ni a m a a a a m m a a a a a a co ~ C LLX m O r' V 2 O Q X H L. 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