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HomeMy WebLinkAboutContract 60998-RV1Date Received: 4/21 /2025 Permit No.: SWFMA-24-0080 Time Received: 2:23 p.m. City Secretary No.: 60998-RV REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into by and between GBTM Sendera. LLC, a Texas limited liability company, 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 a tract of land situated in the Matthew Ashton Survey, Abstract No. 1, Denton County, Texas according to the deed recorded in Instrument No. 2020-132253 in the Deed Records, Denton County, Texas, hereinafter called the "Property". WHEREAS, the Landowner applied for certain development permits for the Property with the City of Fort Worth in approximately February 2024, however the anticipated development did not subsequently occur; and WHEREAS, the Landowner and City executed a Stormwater Facility Maintenance Agreement ("Agreement") for the drainage facilities anticipated to be constructed during development, and which was filed with the City as City Secretary Contract No. 60998 and which is recorded in Instrument No. 2024-18206, in the Deed Records, Denton County, Texas; and WHEREAS, the Landowner and City wish to revoke said Stormwater Facility Maintenance Agreement because it is moot by virtue of the anticipated drainage facilities having never been constructed, and it is in the interest of the parties to revoke the Agreement; and OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT Revised 03/01/2022 BN Page 1 of 4 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 Stormwater Facility Maintenance Agreement (City Secretary Contract No. 60998) recorded in recorded in Instrument No. 2024-18206, in the Deed Records, Denton County, Texas is hereby revoked, and the obligations of the parties as stated therein are mutually terminated. 2. The parties to this Revocation represent that the foregoing recitals are true, that they possess sufficient interests in the Property to make this Agreement, and that they are legally authorized to execute this agreement. 3. This Agreement shall be recorded among the deed records of Denton 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. [THE REMAINDER OF THIS PAGE TO REMAIN BLANK] REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT Revised 03/01/2022 BN Page 2 of 4 Executed this 19th day of April CITY OF FORT WORTH i Jesica McEachern Assistant City Manager City of Fort Worth Date: 04/19/2025 Approved as to Form and Legality: -1&QM, ?-?- � Matthew Murray Senior Assistant City Attorney City Attorney's Office Date: 04/16/2025 ATTEST: J nnette S. Goodall City Secretary Date: 04/21 /2025 2025. LANDOWNER GBTM Sendera, LLC a Delaware limited liability company By: GRBK Edgewood LLC, a Texas limited liability company Its: Development Manager By: Bobby Samuel Its: Vice President Date: y $ Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and 4FORT4Il administration of this contract, including poF00000 00 4,°a a♦o �9dd ensuring all performance and reporting duo o=d requirements. ddd*°oop o00 «d a°an nezps4ap ,,((/� pp,,��/ /' n �/%n /�)�/ /, Nall!/(! VV e / l V �'l (' Kandice Merrick (Apr 16, 2025 10:49 CDT) Kandice Merrick Planning Manager 04/16/2025 Date: OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT Revised 03/01/2022 BN Page 3 of 4 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on April 1 9th, 2025 by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. x-a654'a�,'z Notary Public, State of Texas O�PRYPUe' KATHLEEN BRADFORD z n Notary Public , * * STATE OF TEXAS Notary I.D. 12197197 ` My Comm. Exp. Apr. 12, 2027 ' LANDOWNER STATE OF 'F § COUNTY OF �,�,+Y\ § BEFORE ME, the undersigned authority, a Notary Public in and for the State of __ , on this day personally appeared Bobby Samuel, Vice President, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of GBTM Sendera. LLC, a Delaware limited liability company, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this V day of lr i 20 . Uo ubllc, State of KRISTY LYN CHANDLER r°` ^ Notary ID #129Commission Expires NA � My Commission Expires •� of April 1, 2026 a REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT Revised 03/01/2022 BN Page 4 of 4 EXHIBIT "A" LEGAL DESCRIPTION EXHIBIT "A" 0.190 ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 0.190 ACRES OF LAND SITUATED IN THE MATTHEW ASHTON SURVEY, ABSTRACT NO. 1, CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO GBTM SENDERA LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2020-132253, REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDSAS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF A TRACT OF LAND DESCRIBED AS TRACT 2 TO LNR AIV LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2023-91440 OF SAID REAL PROPERTY RECORDS, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND FOR THE NORTHEAST CORNER OF SAME TRACT BEARS NORTH 89036-09" EAST, A DISTANCE OF 847.31 FEET; THENCE SOUTH 89°36'09" WEST, WITH SAID NORTH LINE, A DISTANCE OF 166.04 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 65.00 FEET AND A CHORD THAT BEARS NORTH 49-01'38" EAST, 84.56 FEET FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "PELOTON" FOUND FOR THE NORTHWEST CORNER OF SAID TRACT 2 BEARS SOUTH 89*36-09" WEST, A DISTANCE OF 1001.83 FEET, THENCE DEPARTING SAID NORTH LINE, OVER AND ACROSS SAID GBTM SENDERA TRACT THE FOLLOWING COURSES AND DISTANCES: WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 81-09'00", AN ARC -DISTANCE OF 92.06 FEET; NORTH 89036'09" EAST, A DISTANCE OF 101.81 FEET; SOUTH 00°23'51" EAST, A DISTANCE OF 55.00 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.190 ACRES (8,271 SQ. FEET) OF LAND. Aaron , R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West Ph Street, Suite 300 Fort Worth, Texas 76107 1 682-747-0800 TBPELS Firm No. 10194382 Page 1 of 2 AARON C. BROWN ..M.....................y .. •;A 6702 spa . SUR November 14, 2023 S89'36'09"W � 1001.83' 5/8"CIRF "PELOTON" GBTM SENDERA LLC C.C.#2020-1 32253 R.P.R.D.C.T. N89036'09"E 101..flV ,-) ).190 ACRES 8,271 S. F. S89'36'09"W 166.04' (TRACT 2) LNR AIV LLC C.C.# 2023-91440 R.P.R.D.C.T. W � w n 0 Ih 0 5/8"CIRF 0 U0 "LJA SURVEYING"� 0 `10 N89'36'09"E 847.31' `POINT OF BEGINNING CURVE I CENTRAL ANGLE I RADIUS I CHORD BEARING I CHORD LENGTH ARC LENGTH Cl 81'09'00" 65.00' N49'01'3E 84.56' 92.06' N E. CIRF CAPPED IRON ROD FOUND w C.C.# COUNTY CLERK'S FILE NO. R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS HORIZONTAL DATUM: THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83 (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY OPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00015063 FROM THE ORIGIN (0,0). DATE: 11/14/2023 EXHIBIT "All PAGE 2 DRWN BY: K.R.B. 0.190 ACRE STORM WATER FACILITY MAINTENANCE a CHKD BY: A.C.B. AGREEMENT F SITUATED IN THE i OF 2 PRO) NO. 0112 MATTHEW ASHTON SURVEY, ABSTRACT NO. 1 CITY OF FORT WORTH, DENTON COUNTY, TEXAS 0 a It I s 0, M 31 H > PO aaoo= C'4 '-'J err Cj U 50 0 50 1 INCH = 50 FT. LJA Surveying, Inc. IA 3017 West 71h Street Phone 682.747.0800 Wte 300 Fort Wonh, Texas 76107 TZ.P.E,L.S. Firm No.10194382 EXHIBIT "B" RECORDED INSTRUMENT Denton County Juli Luke County Clerk Instrument Number: 18206 ERecordings-RP AGREEMENT Recorded On: February 23, 2024 10:00 AM Number of Pages: 23 " Examined and Charged as Follows: " Total Recording: $113.00 *********** THIS PAGE IS PART OF THE INSTRUMENT *********** Any provision herein which restricts the Sale, Rental or use of the described REAL PROPERTY because of color or race is invalid and unenforceable under federal law. File Information: Document Number: 18206 Receipt Number: 20240223000151 Recorded Date/Time: February 23, 2024 10:00 AM User: Arie G Station: Station 24 • STATE OF TEXAS GUN COUNTY OF DENT E I hereby certify tha printed hereon, and G Juli Luke Record and Return To: Corporation Service Company ON t this Instrument was FILED In the File Number sequence on the date/time was duly RECORDED in the Official Records of Denton County, Texas. 8.40 � County Clerk "' Denton County, TX Date Received: 2/23/2024 Permit No.: SWFMA-24-0004 Time Received: 8:29 a.m. City Secretary No.: 60998 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS STORMWATER FACILITY MAINTENANCE AGREEMENT, made and entered into this 23rd day of February , 20 24, by and between GBTM Sendera, LLC, acting by and through Bobby Samuel, its duly Authorized Signer hereinafter referred to as "Landowner", Lennar Homes of Texas Land & Construction, Ltd., acting by and through U.S. Home LLC, its duly authorized representative, hereinafter referred to as "Developer", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in the Matthew Ashton Survey, Abstract No. 1, City of Fort Worth Denton County, Texas according to the deed recorded in Document No. 2020-132253, Deed Records, Denton County, Texas, hereinafter called the "Property". WHEREAS, the Developer is developing the Developer's property (that is adjacent to the Property) ("Developer's Property") in accordance to the Site Plan/Subdivision Plan known as Madero Phase 5, incorporated herein (as approved by the City, the "Plan"), that provides for management of stormwater within the confines of the Property; and WHEREAS, the City, 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 temporary on -site Stormwater Management Facilities (the "Facility") be constructed and maintained on a portion of the Property in accordance with the Plan; and STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 0Wl0112022 BN WHEREAS, the City requires that on -site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Developer at the location and in the dimensions shown more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property") to be owned and maintained by Landowner, its successors and assigns; and WHEREAS, the Landowner agrees to maintain the Facility Property until such time as permanent stormwater management facilities are installed to serve the Property to the specifications required by the City, at which time, the Landowner shall submit an application to the City to amend or terminate this Agreement and if all required specifications have been met, to be determined by the City, in its sole discretion, the Agreement will be terminated. 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 Developer, shall at no expense to the City or Landowner, construct the Facility, in accordance with the design specifications for the Facility attached hereto as Exhibit `B". Upon completion, Landowner and/or its successors and assigns, shall maintain the Facility at no expense to the City of Fort Worth in accordance with 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 Facility includes swales and channels built to convey stormwater to the Facility, as well as vegetation provided to control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good working condition so that the Facility performs its 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. STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 0Wl0112022 BN 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 Facilities, as depicted on Exhibits "A" and `B" attached hereto. Components of the Facility that need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 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. 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03l0112022 BN Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Denton 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 AND DEVELOPER AGREE TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. THE LANDOWNER, DEVELOPER, AND THEIR RESPECTIVE SUCCESSORS OR ASSIGNS COVENANT AND AGREE AND DO 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 DEVELOPER, AND THEIR RESPECTIVE SUCCESSORS OR ASSIGNS TO TEMPORARILY MAINTAIN THE FACILITY UNTIL THIS AGREEMENT IS TERMINATED BY THE CITY. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage easement as outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage easement, which do not impede drainage. 8. This Agreement shall be recorded among the land records of Denton 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 Transfer pursuant to Section 9 below, until an application is made by the Landowner to terminate this Agreement upon completion of permanent stormwater management facilities constructed to the City's specifications. 9. Notwithstanding anything to the contrary contained or implied elsewhere herein, it is expressly agreed and understood that the liabilities, indemnities and STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 0Wl0112022 BN obligations of Landowner hereunder shall expire and be of no further force or effect upon the transfer ("Transfer") by Landowner to its successors or assigns of legal title to the Facility Property, save and except for any liabilities, indemnities and obligations of Landowner hereunder which have accrued and are due, payable and/or performable as of the date of the Transfer and which shall expressly survive the Transfer. 10. Upon completion of permanent stormwater management facilities by Developer serving the Developer's Property, Landowner shall submit an application to terminate this Agreement and pay application fees in effect at the time of submission. If the permanent stormwater management facilities are complete, as determined by the City in the City's sole discretion, the City agrees to terminate this Agreement. STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev. 0Wl0112022 BN DocuSign Envelope ID: D3CA8308-FB5D-4B50-94B54A46A9402651 Executed this 23rd day of February CITY OF FORT WORTH Dana 6u rghdoF(IFeb 0, 2024 CST) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Feb 22, 2024 Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney It City Attomey's Office Date: Feb 21, 2024 ATTEST: b Az-�b' J'annette S. Goodall City Secretary Date: Feb 23, 2024 2024 LANDOWNER GBTM Sendera, LLC a Delaware limited liability company By: GRBK Edgewood LLC, a Texas limited liability company, its De el rr dent Manager By: Bob y amue�;'iuthorized Signer Date: 2/19/2024 ! 8:09 AM CST DEVELOPER Lennar Homes of Texas Land & Construction, Ltd. a Texas limited partnership By: U.S. Home LLC, a Delaware limited company (as successor - in -interest by conversion from U.S. Home Corporation, a Delaware Corporation), Its: Geaerah�artner By: JeKnifer Filerj\&uthorized Agent Date: veer Y' i .ac are Contract Compliance Manager: By signing, I acknowledge that L am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Rebecca Owen (Feb 21, 2C24 10:33 CST) Rebecca Owen Planning Manager Date: Feb 21, 2024 STORMWATER FACILITY MAINTENANCE AGREEMENT b^ Rev. 0=112022 BN DocuSign Envelope ID: D3CA8308-FB5D-4B50-94B5-4A46A0402651 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on February 22nd, 2024 by Dana Burghdoff, Assistant City Manager of the City of Foil Worth, on behalf of the City of Fort Worth. Brooke Bunnell (Feb 22.2024 19:50 CST) Notary Public, State of Texas O�tpY A1jBROOKE BONNELL r Notary Public * * STATE OF TEXAS 9�F Notary I.D. 134009525 O My Comm. Exp. Oct. 11, 202fi LANDOWNER STATE OF _ I S § COUNTY OF �` ! § BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared Bobby Samuel Authorized Signer, i known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of GRBK Edeewood LLC, the DeveloDment Manaizer of GBTM Sendera, LLC, a Delaware limited liability company, and in the capacity therein stated. GIVEN UNDER MY D AND SEAL OF OFFICE this ' / day o T , 24 0'0 /1 *a� pus XRI57Y LYN CHANDLER j'r y CO 1D SS On EXP 38 va � My Commission Expiras dta U liC, State rJ + 4 April 1, 2024 OF STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rea. 0310112022 BN DacuSign Envelope ID: D3CASM8-Fs5D-4860- B5-4A46A4402551 DEVELOPER: STATE OF AQ 5 § COUNTY OF --�[} i r a § BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared"7p cni �, c D l p i (name), �Ca" (`i ? C r�c�F�t (title), known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of i e tenor W rt,mp s c4 T c>tr4 ' L.-c nil C orti54 r (A ; ni x , )mil (entity), a T e X g S Li rrN 4 PC d Po r A n Pr-,h,D (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 46-6 day of Vekmn . 2Q,-Q 0 . otary�tblic, NState of LYNN SCIANDRA a.. ?'V.e Notary Public, State of Texas Comm. Expiresl2-13-2027 � Notary ID 134679944 STORMWATER FACILrrY MAINTENANCE AGREEMENT $ Rev. 03101MM BN EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 0Wl0112022 BN EXHIBIT "A" 0.190 ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 0.190 ACRES OF LAND SITUATED IN THE MATTHEW ASHTON SURVEY, ABSTRACT NO. 1, CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO GBTM SENDERA LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2020-132253, REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDSAS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF A TRACT OF LAND DESCRIBED AS TRACT 2 TO LNR AIV LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2023-91440 OF SAID REAL PROPERTY RECORDS, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND FOR THE NORTHEAST CORNER OF SAME TRACT BEARS NORTH 89036-09" EAST, A DISTANCE OF 847.31 FEET; THENCE SOUTH 89°36'09" WEST, WITH SAID NORTH LINE, A DISTANCE OF 166.04 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 65.00 FEET AND A CHORD THAT BEARS NORTH 49-01'38" EAST, 84.56 FEET FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "PELOTON" FOUND FOR THE NORTHWEST CORNER OF SAID TRACT 2 BEARS SOUTH 89*36-09" WEST, A DISTANCE OF 1001.83 FEET, THENCE DEPARTING SAID NORTH LINE, OVER AND ACROSS SAID GBTM SENDERA TRACT THE FOLLOWING COURSES AND DISTANCES: WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 81-09'00", AN ARC -DISTANCE OF 92.06 FEET; NORTH 89036'09" EAST, A DISTANCE OF 101.81 FEET; SOUTH 00°23'51" EAST, A DISTANCE OF 55.00 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.190 ACRES (8,271 SQ. FEET) OF LAND. Aaron , R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West Ph Street, Suite 300 Fort Worth, Texas 76107 1 682-747-0800 TBPELS Firm No. 10194382 Page 1 of 2 AARON C. BROWN ..M.....................y .. •;A 6702 spa . SUR November 14, 2023 S89'36'09"W � 1001.83' 5/8"CIRF "PELOTON" GBTM SENDERA LLC C.C.#2020-1 32253 R.P.R.D.C.T. N89036'09"E 101..flV ,-) ).190 ACRES 8,271 S. F. S89'36'09"W 166.04' (TRACT 2) LNR AIV LLC C.C.# 2023-91440 R.P.R.D.C.T. W � w n 0 Ih 0 5/8"CIRF 0 U0 "LJA SURVEYING"� 0 `10 N89'36'09"E 847.31' `POINT OF BEGINNING CURVE I CENTRAL ANGLE I RADIUS I CHORD BEARING I CHORD LENGTH ARC LENGTH Cl 81'09'00" 65.00' N49'01'3E 84.56' 92.06' N E. CIRF CAPPED IRON ROD FOUND w C.C.# COUNTY CLERK'S FILE NO. R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS HORIZONTAL DATUM: THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83 (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY OPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00015063 FROM THE ORIGIN (0,0). DATE: 11/14/2023 EXHIBIT "All PAGE 2 DRWN BY: K.R.B. 0.190 ACRE STORM WATER FACILITY MAINTENANCE a CHKD BY: A.C.B. AGREEMENT F SITUATED IN THE i OF 2 PRO) NO. 0112 MATTHEW ASHTON SURVEY, ABSTRACT NO. 1 CITY OF FORT WORTH, DENTON COUNTY, TEXAS 0 a It I s 0, M 31 H > PO aaoo= C'4 '-'J err Cj U 50 0 50 1 INCH = 50 FT. LJA Surveying, Inc. IA 3017 West 71h Street Phone 682.747.0800 Wte 300 Fort Wonh, Texas 76107 TZ.P.E,L.S. Firm No.10194382 EXHIBIT "B" MADERO PHASE 5 CONSTRUCTION PLAN SHEETS: DRAINAGE AREA MAP SWALE PLAN & PROFILES • GRADING PLANS EROSION CONTROL PLAN gm A M =800 w Aga flyIII o Rl,_2M € € NEVER s V A o aim40^ 7 7Do^gmV4 �zgER i 4 o 2 p O$ spW �Z- o� om a 22 n 8 � Z c o d Qn Z b V �1lt'_ �^ pQ � f�tlFF!'L[):[3'4"S'Yil:'�FKx eSIi�R„RFL6ifiw. 'S S!'ni�xaS@� �8. 8 �,R S .............n ., . .�;� .. " EA Q�7 ��a MAI � 1pe exry�^'yWM� x li:ee e9 b.hd rigid saaeeihe, iei �e': rt ��a'v: ii yaf �sb.aa acelg w w �tt�a �i �4a5tiliECo�i.SFbLticp'~Yudd_.L.9�Y$�LdG Ra_.69 � CyE 589�iBF '' 'CC 69ff5C'� ! � w z- �`m � R � � R p =Y`�I- i ��88639888 � 868968989@BB�Bi9999888 �' 9869988 �Fi -.. I ,�� � � y �^ � � ai=�531ii �]E9i 1 Ykk kY��Yrkk121fYkk�k9kkkkkk6��k�W]i�Wf W3�Irk ,KNP �kILCW�.`�� � s � "' t � I `• � i i ei►'.,-,_rr--..-.re_..,. .-..,,: �,'.^w;-��^�'K*:pry =��y'�$ fiEEEEEp�aa€€ I i ia4-�" - a Kra^ ..r j �;f•�eS'•ai�'S��E{�AgFq��R saa � .,G .. .¢ FeL Ay I::-,•. "�� .V .. ,tl EEY YR6kE ..r7...r.�RftFr",..wn.r�ry :.ava.,.:E5 L I..e ...r 9_ �ie ddE, x Y586 I'.■ Mpg —4 sl•ao 11 0 r gg 6A➢ERO — PHASE 5 — JOB NO. NTBOO-0112 ' NOTE: THE CONTMCTOR SHALL CONTACT THE FDLLOMXC AT LE45T NOTES: Irww• r• ♦.a• µ 1 • Fnl1 • IL.rI R�ry o,� ww ww �d o-^^^<'� °'^A'^" Q HOURS PPIOR TO EXOMATING IN MIS MM. N IC is y THE IXIS ENCE M D OG Ohall 1, 1 �S � I 1J.� I LI 0.78 l FORT WORTH WATER DEPARTMENT 1-517-392-4477 UNDERCHOVN0 UTl 5 C`NN ON 1ryE i" S I .L 3: .� \ -I. AT" cis 1-SOOv�KS-8005 Dluwxcs WERE DNA maw RVA, `E p RECORDS ANC ARE APPROMIµIE. NEITNER I TKU LUCTRIO OELN-500-711-9112 I Tl� T om'• i I - :• P41R1ER WUMLNIpT M 1-517�5U0-BI]2 ASgUlE9 ARM/ III FOR TIES ` {- 0.81 �/ rom WOm� 1RANSPOmATION/PI,BLIC WO18(S 1 a17-392-1234 PRION TO WNSINUCOON- 1XE WNIRAOryR DO � -'�� FOR OIXER FAOIMT�S WWY1,1E%ASS11 AR6 OR 1-aaD-SKS-a0D3 SHILL DE REOUNED TO THE ANE PRECM1fM)NMY MEASURER TO PROTECT MT Z I w ,:, nl ."n. �I :. :. I a: ., .: 1 UNES SHOWN MJD/OR INY OTHER UNOEIIOROUOW u14 THE NOT Or ISCORO L` II - � I I � DR NET snowN oN THE R1A115. OZ Ew6ERD �H.ssle `1 {I I I I, I. -I / ] I 2. CONIRACrOR sxILL vrRlry +,OR¢ONrAL _I. CPx 10/366 .'1 - I J 1 I�. - ] I' I] ] 1 5ENDERA RNICN DOULE]ARN M vE1mC11 ITO CONS OF ALL ENLSIINc m /� ••- +++ - �/ - 1 — — 1, _ TO M CGNS UCTEO MMDIE5 LY NO IF wN514014E R p 3. MNEDIATELY NOTIFY TV1E ENGINEER OF Mfr : - -� _ OI9CREPMICIE4 : �• - 1] -. �� - •' ----' _ Ln •, _ -� --.. - - -- -r'-b---------------- -- Y-�-�_--I -_F12A1_-_------F1-2A --- '-'-'-'- - - _---_\---'.�. -_ _Mrs - -_---------'� Tr4--»--,--.T->3-S- -=- • SEE aD OwrzuLwo�wCE s1Lm Fdl LOYPEIE Ell M RA 5OULEM__ __ D .To BE cn s. ME SHEET Sa FOHscNDDL SITE uM 71r.Ei uuu aSD2WERO SENDERA wq RM'CH EYJUV RD PI/315 I 1.56 DJa CPN 103700 O IIUMA LANE — - - a x IDD 200 JCRr Pill 40. lame M X- 30114-0200431-104a56-EO78a6 a <. �� 0,27 W- 1 LtC;tNU LIMA F S SWALE 30 2S5J SEE SECTION BB r - - _______- \ - WPSCO NO. C5-C FOR SEC11U AND 4 ' ORAIINGE DMOE GLWANAM I� - DRMNrcE 74 C r PROPOSED STCFL ORMN SYSTEM EASENmEE m 14❑ \ EXISTING SIORY IKONN S'1E1Ew ' K SURFACE FLOP! DIRECT) I FACIUnFACILITY If 3ENCHwARKS: 7C 7C1 p1 1 r e Desc mOH I O•q• I + D.11 EASEL(NT � i E]DSINO GM WELL i MUMElelCUT NC 1: DId11MnGE MFA IPPRGXIMArz _ I 511E AG4E65 Poll 501111, sIDEOf xSLLNLriC ROAOAt 45xWE4f a.sa nLRFAGE - GEI—" I - i G]5 GS _ C/3 _ G15= GAS i - (IC BE RELOCATED) j 4UNETAY WAY CENIERLNE. ELE1' 752.E IAI IlWERLI NLET NU.BER QiEEKI I / Q I GA5 WELL PAD O SETGFIJ( ul MUME Cllr WIM 'x' IN MRR$R Al EBUMCE OF CORB O DESIGN POIm ROODRMN '� �— - I 1 DF COWENITR , ( SOX OF THE POLn OF SFARMIO RA4E AT -dill{/1 �1X r %IPPFR RIDCE ROAD. ELEV 78SSO FNACIIOWL OPoDTIE HAGE M TERS CAS WELL I, ! _ uLnNaT� V, _ — RIGHT-OF-WAY UdAS 1&PER DRAINAGE DESIGN CRITERIA D FVRsEcnDNwlDs+fEr RATIONAL METHOD 1 EXISTING oAt WEu SITE i DESIGN FREQUENCY / 1 (Tp BE RROCATED) I, PD2 (A) CLOSED SYSIEY 5 YEM � . t r oslA / Y _ DATE Rnlslon By (a) CLOSED SriTCN IOO YEAR I 1. 5 —_— - A 295 - (D) MEN CHANNEL IDS vEM / y — _____ 1 DRAINAGE AREA MAP D - 19 IN CUM FEET PEN SECOND - CFS t I�o/rk rMER sl"fficE INTERIM CONDITIONS ¢EyNgN 621.00 / C - A-5- E COFFFICIEMS / t \ - 3 I I -5' PE90ENCHE O.a]WENSTlY 1 ? U FR ME NC OF ForT WORM moo all NEIIUAL / - A ]r I]. 3 \'\ I I I5 MIN NOa = 7,SO { Madero A - DRAINAGE MIA IN ACRES 7 SL 3®I A15.79 - s \K yy I I f n goAol9 SEmNEEDISRCAEIOi CONCRETE WNyGTrz_REP�IS_E f 0�K 9 8 _5 .OA 3 2 1 I13E III I IROUGHNSS COEFFICIENT RENFCCCONCRETE WE T _ IS 2 I II!U - Gz3 :-3 Phase 5 2 CITY OF FORT WORTH f/--F"� K9 DENTON COUNTY, TEXAS .13 STA 32I N 16 24 24 25 26 WILTY 2.54 'I W Ba60 C•11L�W'EY %✓a••469671AT1D LZ _ OS1 r Mu.Taa Tel FPNF-13LE ATm MID S 37 0.15 it 1 I 0.21 r DESM WRDSCOY l PRO.IECT Na.! 3 0 9 8 7 8 S 4 3 2 I I f NTQGO-0112 1 � � `' i 1F � u+AIrE sMRGSInr BGe rwr m73 1' . 100' l 1 9 14 5 a 1] 15 t8 3�09 2/ 2 23 2H 5 26 I NOmX SCONE SEE D'MEL J. DErtvI •ERS N/A Az / A.21 I` I 11 'M ]2 FOR SECTION 1.OSOF Gs3 Al, �I'1=1 �6•��_ 0�1 •L I � f M0� r s c4' S1lEr1M0. I 2.30 10 3 I I S:c y�' 88 1I�1o/ OF 122 SHIM SDNDOL 41E CDrvIRIB-TANG IXiMxAGE ARFxS - RDN CMC-lAlldu mm 2C d 2 sEE PLAN d PROFLE SHEET ]4 FCR SECTION AMD sWALE C c"m Ns AREAS 2E d 2E.P SEE PLAN b PROFILE SHEET 74 FOR SECTION AND SWAE CALCULATIONS AREA ]Et SEE SHEET 92 FOR PRMATE s1NxB 4 (SWAIN 2E1) GIG- TIOns AREA CC SEE PLAN d PROFlLE SHEET 71 FOR SECTION MD SWALE CA.CULATIDNS AREAS DCI b SCI.a SEE SHEET 64 FOR MW7E SWAEE 5 CALCULATIONS ' "AD ANEAS R]ERENCE THE FRCNONAL MEN OF ME NLL CRNMI MEA MR THE FLDW CALOULATNN USED IN THE HEC-RAS `IRAE MODEL UPEITEAM FLOW CHWOE. SEE SWALE SHEETS FOR DETAEED HYDRAULIC OIIIPUTS. I aMeAIY ��► ° T%�'��� � �� 1 2B ETC 2a rrryx Ij a10+ 11.a I am (zKui���L7 1IEw r Elyr�plll��)�R+ QOT�MTr 9 aUm I 2EA' e 7! • I i 7 I 2O5 2E zE5 Sa e0 40 I M.dA 6wdA 6Utl:rM Cwtl.... .pow CMNAnian VY:wa mA+ Gw�aulAwq f`ae. 017 K asT)T It, �) I zaR x1 sPR tsa zI9 Dsz dRE61Q1 AIZFLAM MFP mI I �l1 I r I' A,r.N. r0.� Is•wwxm �m r• •C•w.METH T 0_8 1 016 0.81 CPN 1Dow cPN wx75 SO1B NIDEFIO PHASE 1 I CPN 103479 I DRAINAGE DESIGN CRITERIA - e. RATIONAL METHOD � Ixo Im J�; :1 n _ I OESION fREquEnCY W CLOSED 5'zsTEM 5 YEAR I i I (a) CLOSED SYSTEM Iw YEAR I ,{ "I IC) OPEN CHMNEL TOO Y 91 a x'� z+' ' zM sso ;M In iz ;x Yea sz Y T 4 CIA -FLDIF In CUBIC FEET PER SECOND - CPS C sEI ll! l! lG l!l Ill 11 I� II ILA Il! Pf I alo c KNOW —RUNOFF caEFFIoxM •A-5• REsnEMlui = c.In - IMTER TINE 7 I-1 PER NOITR FROM CRY Or FORT WORTH STORM DRAIN M AL 15 MIN w- 7.99 DRAMAGE AIEA IN ACRES RWONE55 OXYFICIENT DA13 REINFOtCED CONGREfE PIPE u ell l lli 111 l:. y t% 1l p it N� (a yyl fl � I 0.015 REINFORCER COICRETE BOX 0.015 STREETS n SUPERS r� �¢rv�wsTAamu.oy �sl - I 1 � � 1.i�6�wnrAww, awNw AR Rcl i p t° .11.:l�A°° IIIh` I`. - I x Y� OOw 11 ar•9 4wr 1w I �A I YI-°avY-. aE Jun—')r--u°--i�_Jn�--?i—�a—Ym .�I—!Pt:-.Izcs3my>o�e'C°-1 I xI Im n»rl oc4 zz nl 1-P Ix:m,l zzx an un,n x. Ixz zu NOTES: 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UIIY11E5 SHOWN ON ME DRAWINGS WERE MANED MOM AVALABLE RECORDS AND ARE 4'PROPIMATE- NERNER T comm, DEYEIAP[R Nd1 EImm ASSUMES ANY RESPONSIRIIITY FOR LR MISS PRIOR M CONSTFIUCTION. THE CONTRACTOR SHILL BE REWIRED TO TARE ANY PRECMl110NAR1' YLASWES TO PROTECT ALL LINES SHOWN AND/M MY OMER UNDERGROUND URLRRS RUT w NECOIO ON NOT SHOWN ON lIE PLMS. 2 CONTRACTOR SHILL WERIFY IIORIZORIL AND F`CAL LOCATIONS OF Al EXISTING "PUTIES PRIOR TO GONSMIUCRUN. 3, IMMEOATELY NOTIFY ME FNGMEER OF MY DISCTtEPAMCIES- 4, SEE APPROVED DR -WE STUTN DS-23-Ow4 FOR COMPLETE DOWNSTREAM ASSESSMENT. W3 NACERC RASE 4 cPN 1OAMe MADE1.O PHASE I 1034]9 CITY PROJECT 40. ID4956 FG: MI 14-MOO431-104e5F 07556 X-27910 W-295O MAPSCO NO. as-C r, 3ENCHMARKS 3ENCHYM9( NO I: -LWMRE CUT WTR1 'I' IN CENTER AT BACK OF CURB A SWIM SRN' OF SAIRDA ROAD t 4S' WEST OF W STAY WAY CEmERLNE. ELEV 752fi9 3ENCHMAR( NO 2: 3411MIIE CUT WTR1 'I' IN CENTER AT BACK a CURB FORTH OF THE POCK OF STAPoWO ROCS AT %OPPER RIDGE ROAD. E- V 765.50 GATE I RM51oR 0' OVERALL DRAINAGE AREA MAP ULTIMATE CONDITIONS LEGEND Madero — — — — — ORANACE DIVIDE Phase 5 T PROPOSED STORM DRAN SYSTEM C r EXISTInO STORM ORMN SYSTEM CITY OF FORT WORTH SURFACE FLOW DRECT*N DENTON COUNTY, TEXAS DRANAI,E AREA I1 BaBRE BF eDM li F1NAF 4e9anBT10 W�3'+A�Y FRstTIONAL DMINAOE AREAS S-NW DAFa. T— Tm FRAI-F-13M — Rlfilf-OF-WAY Aia'lIS DESOM SNRDSCOT ! lJA PmFCT NO.I DIPM EMRD9fAY NT600-0I t2 DOE NM 7O3 Yam: NOTE: THE GONIRACTOR SHALL wwt THE FULLONINC AT LEAST ` ! SCARF ' 49 HOURS FRI TC EXC ING IN TARS ARE/I. Nf 1.. �• EUMf 1RUMM WATER UWAOMENT t-Et7-3B2-a4rr NYNEA J. 6ERENI IRV. N/A AXRIO f:AS 1-0Do-5aFr6W5 I.amR tr TWU ELECTRN: DELN4RY 1-000-711-5112 ` ABET No CIWRTER OOMMLNIOATIONS FORT WORM TRMSPORTAIION/PUSI WORKS 1-S17-SOB-az72 1-a17-392-1254 5, f 53 iY on FOR DRER FAOLTTES WWW.TEAIISB11AR0 OR I-a00-545-BDOS YI/10/ O I22 SHIETS Pzl HI 21 :1 1., :1 ;t rl71 MWERO I 0 so 100 160 NAutERo ROUGHNESS DRAINAGE DESIGN CRITERIA RATIONAL METHOD (A) CLOSED SYNIEN 5 YEAR cLxIED SYSTEM loo YFAR Cmil CHANKL 10D YEVt 1� 21 IN witu � PER SUI u� -RUNOFF CCEI'MIENTS RESII)ENTIAIL = O.e7 CHNS IN NI PER HOUR FROM THE CITY OF FORT RORM STOW DRAM thiNUAl. IS M I' - 7M ATLC —71!� Jlr�zl I -19—L&I I A - UNI � IN AGIRE5 UJII 0-11, 0 D13 =0 CONCIRCTE RANCH BOULEVARD PLANS Aj wi "L CPH 1037DD new TO SE co�u L---------- ------- --- 71 Tul-I 117 T MADERO in j— AE M �7,9 PRAISE 2 ROM. A 103676 1. �E EtE5TENCE AND IJXAMON OF L — F L LNDMGRDLND UlEI SHOWN O�%r VRAftiWS 'RtNE WT40'" AVID RECORDS AND NETMER THE OWNER. 01 NOR ENoRi`ER A"I"I AN' RESPONSIBILITY MR RUT UN PRIOR TO CONSTRUCTION, THE OONTRACTOR SNAIL BE REQLFEO TO TAKE MY MCAU IONARY MEASURES TO PROTECT M- UINEI S� ANO/OR ANY OTHER UN UNO UTtLME3 ME � �RD M NOT SHO-1 ON ME P,,Akt, stoptm 2. COmTRM701tl V—UERiN mOt 3F ALL APPROXIIIIAM FIAT VLHIMII Lot LOCATIONIII LEUI "Mol "0 CENIEREIME mnsrRucnoN. 3. IMNEDLATELY NOTIFY ES, ANY OISCREPAINC1ME EMMEER Or J AMIDE a. W APPR0%,EO ORAIr M M 23-001 MR CZ'�lIPLE7M 00161STRFAJI ASSESSMENT- 5, SEE SHEET 53 FOR SCHOOL SITE Ii FIRIAITIQNAi AREA ltLtr1 TABLES. J SDI3 WiDEM g> S'STE fl ,3£o ME ooFEF1OlUIN SHALL CONTL ME rQLLIU�MG AT LEAST 0 HOURS PRIOR W Lx /,vimK IN THIS AREA FONT w— WATER D Aiwm 517-m—, GAS t ELEC7w !001 ; .,CNkIZMl 004IIIU110I Ii . MRE , 7;MSPc`R7ATI./ftBLIc WORKS & , OTHER EACILITIES , OD 545-111005 MATCH PIPE r SM IADCDO SEI DOW I RANCH wum� PLANS CPN ID w nitw*vg ORAINAGE WOE pRoricism rcriv ONA. 5Y51E-0 0 EXI STORY tlWN SY51EL 10 z SURFACE FLOW DIRECTION DRAINAOE AREA m LET "UmEER 9 RN DESIGN MOOT In FliMCIIpUL VI APEAS RIGHT -OP -why Aki 4 CL CL MADERO � E M114-0200431-IM56-07555 -27qli) w-29S3 —31ENCHORKS, —=ul:W IN cEREER, Al ci, oum E "' I sw or sALR1oA RuAn k 45'wEsr U HNNSTAY W cENMRIJI'lc. ELV 752.E IIENCNIN No 2' MWE CM WIMX'IN CENTER Al 004K OF CUM wARTN OF TOE PO OF SERFMxO RELE AT XPPER RIDOE ROAD. ELEV 765,50 ENISIO. 0, DRAINAGE AREA MAP ULTIMATE CONDITIONS Madero Phase 5 CITY OF FORT WORTH DENTON COUNTY, TEXAS IA Llh PRWrc W, N -0112 SCI ANAL1, . JW ""r. VA SHEET No 54 OF 122 9EM DGNEOR"' NOTE: MI SPOON 0 IS R00( PER BORE 542 IN CEO@CIHML REPORT R111000-A E1 IWl51ESING MM JNC M =3 THE MARIMN PERMISSBLE WN-EROSNE vEL _ FOR BR6 Sal Cl/03IICNRpu (ROCK) IS to /3 FEx TMLE a,2 ON PI " 1. BP 1HE 5'/1I _NI_ MW WL (HTGWJNCS). COMACT —NEER PG9 RIPPIP (OR OCER "'I MEASURES) DI IF SCE COIpIgN6 OTNEq 71 1I ARE 1O IN THIS MITI• 0 20 10 AM / 7 Ste . 52C �623 BORgI OF POND M BE fC L ROCK PER GE EOREHGN NEFNNFI / (SEE ENGINEER'S NOTE THIS SIILI) R �hB 100 YEAR WATER 5 ALE Ol "EM EMITI EM TRIPEIOIC& PNNAEE SW4E M STURM WATER %IUFMo T IIE- 1 0' MINIMUM NATUM GR]UnD I x �z O GROVW ri _s 6' TOP EGL 6" TOP SOIL IRO sE ING RED, 1p' ANO 5 RED, REO(IIRED. RCWIRE0. (MM PG2) $ECTO A -A (IRG M2) OIOO . 6.20 CM Ulm. 5,29 CF5 S 2.94.T S= O.W OF (OAW) - OM' DP Y (O.OSS) = 2.66 FPS v (0-Ga5) - 1.51 EPs 0+00 1+00 Z. NO "5 "o !-.-M Ss all S� 515 VA I 7'L#62.Fd `I�4 m vG PW S ­0 NnNNLHI W" BEGIN SWM MATCH POND OMOE 9TOFM WATER FlClPT Av STA liana INTIT " NNNIENANCE I I I Y I 1 1 I AGREEMENT GM WELL 911E ACCESS UI!G TO M NELUCATEO A ^ ws MINEPIL HOL 4WS. l GI j90G7-10 SIB - ________ ___________ __� _ F.P. RO.C,T, 89a �65, A / I I __ LM,,, r c m ♦ __-_ 4,-_ CENIEFNNE CURVE CAT/, N V4 OELTA RMIVS LENGTH CHOIC C-L CI ZP30'4S" 2W,00' 99.96' NIPMS'10'1Y 90,46' O I G2 9000'0Y 10.00' e2.83' FMI'40'1l'E 56.57' 0 C3 B 'w 30m' 47.1Z' Nµ 'ZrE Q2 V 0 My tte 9a]F_]a cx WSmMISS'V1'6" IMISS'N4441'41'E 5e56 ,' z O z M I M7 W Q IL IL / I 2 s ' 6a., 534 s l PIIMAIE SWALE ass I � I� -. �n I I TO BE HYDRO5EEMID AND I 1 1 • d ITP I i(( CRY PROJECT NG. 10916a WUMMNEp VN11L 70F 6TABLISHm �� / FE' 30114-02,00431-104a5a-CO]ee6 NOTE: MANIENNNCE ICCEZ M1/P LCCATCO M WEST ENO OF %WD, SEE SHEET SO AW ENAC1 LOCnNUx T4E) IAeEL 3.66 SWALE OS3 I %-27910 4 I i fi I I � 3ENCHMARKS 13 papa�F II IIJ `�, C, W m I I VL -CH_ 111 'LIIMBE CUT NI W IN CENTER Al BI a CURS 1 I A l l n r s III m SOUTH sIOE or sLL HO III t 45' wesT O PAY slA + 1 1. LI) .WNSTnY NVI CExIEHLNE. ELEY 751 FAIAP0IF UNNE ENO SWM BEAN 4:1 SLOPE BENCHNAKK W 2: 10 E.STWG GROUND 3411MIIE CUf NI 'N' IN CENTER AT BM]S a CURB RPIIN OE THE FCCR CF SEHHANU RlmE AT 7100 BA) 9400 %OPPER GDGE ROM. ELEY 765.50 i «I-� I I B60 MTE FE so. BY 5�6 SWALE PLAN & PROFILE SWALE OS3 540 Madero Phase 5 CITY OF FORT WORTH CENTON COUNTY. TEXAS W LA f000�sxay— PWWF k9.621AT10 SMNx us W. Tem Mm FRN-F-13M MiIGH =HBSt4 A PRILECT No'. GMN MNW NTWO-0112 0AE NM R123 4• c r SCAt[ i • Ii 8" NIRL 1•. AY axle. J�BLIIEH PERT: 1•. a• M7 NO 69 815 3 GF 1p2 vlFcs 5 t so WAT IN `APw I MR IIII(10�■■■ ' O Bp 80 fA5 WELL SITE ACCESS RLYD TO RE FEMWED AYD RELOCATED PROPOSE. 5O PHI WY FnsEMERr' 1 STORM WATER �FRCIUIr YNMENANCE ADREEIf31I b f:Y`1 4 4 �sl Y FP'" .6 635.4 N mm y FP- 831.8 (ttPE � I FP- I Fl; LEGEND N 76 � 7:.3 SPDT ELEYATON 84 77I7EW5NN0 SPOT E AT10u OI FP MIS PAp ELErATI H Nam, 'a+ ,O TOP of OUN5 H 7B 79 >u [� EgSING GROunD Z FLAY! ARROW O ftT }•S-- EgE1NG STOPoA O"m SYSIEN Z E1 EB EKR03EEG, p Bm0 VG VALLEY GUTTER � a0 T "I" OG WALL I E BOTION OF warl �j RETNNING wn NOl£5: E 00 OF W4L w 1_ NL PGRRCNG a PROPOSED REID CT wAI.I.S HIT OF FOUNCATDuB, FOE ETC SHALL E%IENp NTO THE WHIT PROPOSED STORY D IN $,:STELA RWRY. 2 THE MAN, CE OF ET WALLS SHNl THE OF pROpOEE6 RET NIrYG w4L S %KENNING PROPERTY S LP TIBILIIY THE PROPERTY OWNEN G MAN THE RHEIGHTO WJLL IS LPARATE CL EX a PERM" MALLS GREATEN THAN 15" IN HEIGHT NFHEoH MOUIRTE BVIDNC NEINNNO W A GRFA ER T TAT 24" N IEIGNT RET UIItE PVJI5 SIGNED SICHIEO AID SEALER BI A MCENSEO STALE OF lE'.AS STRUCNR4 OR y INMATES SIRE OF LOT WIIENE R DplAEwar uu5f 8E InC TED cEolEaMllmu_ E,ranEEB. O DmE3: w PAD 5E: ARE AO' % 7D OTHERWISE- 4 UINED TO ]- FlNISN FLOOR ELE), (FF} B ASSUMED TO BE 10" {0.6'} PBPYE 2 FIN SH FlNISNED PAD (FP). a FF ELEVATION SHALL A R MINIMUM OF S ABO+E THE ULTIMATE ,OB-TEAR or, FME,, B FNELEVATION. EXPOSED BEAM(0) SWLL BE 1,5' AS IF1511REO FROM FlNISH ♦, V I To' 11/-DY0M31-IOA-EO]666 1-I(666 gl (FPX 5, FINISHED M MUST BE O,3' QV,E THE HMH FONT ON TYPE 'A' D1S w-M3 b SCO NO. C}c 6, R FI CR SIDP[ OF Rib IS ME TO AVOIp PROP I,Gm. M CMAC[S. IF A DROP GNYGE IS REgL1Rm, THE IWGIUM ORN'ENNY DROP 3, SI.OSH4L ]- DRDP S ARE 1,0'. DROP D UP TO A IG TO BE THE SI & ALL SS OTA'S AItE 10 9E FLRCtD On THE HIGH 9DE OF THE LOT UNLESS pT E SHEMJ. Y. ALL WSH&L DRK SHILL BE PERFIXiYm ACCORDNC TO GEOTECHNKAI RPORT W aIMID MTEC JUHE 16, M23 PERFORMED 6 4— TE51NO. 3ENCHMI _ BENCHNY6( NO 1: -PYRE CUT •If IN CENTER AT BACK CURB Y » sm pE aF swuoR RMp ! 4s' EY to 7 or wlSTAY swr ,Y.Y cEr+,>:Hu15. EIEv saee � / BENC C ND z: IXNWEE UI W11H '%' IN CENTER Al BACK Of CURB FORTH OF THE POCK OF SEARRNp RIDGE AT ] PER WDBE RCN,. ru:v l L61 Dann¢ rn+c . rl rE%GVAfION DATE RCvSpN BY 0 Ia 'r 0 GRADING PLAN ,+ DESIGN PM tR. I I I P F I P EI SNNE AB q.5. SHOWN ON PLN,S R -T EYtAVATIOH UNIT Madero PAD E E)f[AVRTgN NOTES: F. THE CONIW,CIOR Is TO SURD P41 R' of THE DESPJN PM Phase 5 ;F 1 MA% B_ THE CdPRACTOR IS TO dR SVMIES 0s, 5' BE: L1Y THE DE46N SWN.E C. THE Is TO "OAYlD1R" THE OYERCUT SWN.ES N THE OSEO TCIOR REb1nIN0 PROPDSEp TOP OF CLYi6 RGMI smI=aJxn w4 OITA4 PAD & SWALE OVERBUILD DETAIL CITY OF FORT WORTH NTS NOT TO SCALE DENTON COUNTY, TEYAS b ,•,wayyl�+�FlN16NEp ADAD BOw6Q CenMN�rcpeYway PM JOAM 1X © I I RR ,x "Y Mu4T w TONE FRN-F-131E FIIYL OAABING 4:1 MAGNUM a5o]E Rq6 WA PRdIELT N0.: 2D' LMMME WZ NTQOO-01,0 66E P663 A THE RIGHT 6 WAY IS TO BE CRNlEO A9 A 1/A' PER FOOT FNL TO C �xE THE STREET.r & n1E FRONT YND IS TOU BE G120' ,O R 3:1 SLOPE. I' OFF i IIfRL R• w. THE OF CURB. MEN TUE FRDNT SX M T EINE TD ZO' MV AT THE STREET. sLDFED m ix ro THE R1cHr-DF-wAr AT ME sTREEr. pYY10. J GkTILN MERE Yfa G THE EKCAVATDH CONIRYTOR st— Our 51 BEHIND TiE BsCN or CURB. 11-1 t 71EE-T RD TYPICAL FRONT YA�p 0 Jc,H GRADING DETAIL 76 Nd? To L2 nwW 3 OF In SHEM MSIALL WEFT PROTECTION (T' I + 1` 1L f'11 I v �lI I 1 I '4 Fi, I I I W -I 1� ly � Ix6TALL NOON — — I W cf1ECK pwi 1111 � I U I I � IE 1 11 I�14 �zc 0-0 BOLT I111\\ ! TPINSTALL SEGILIEMT 1 ICR AFTER FLAIL ORADwO AND OR I 1 THEW PAVEA�rrt I I F MISTRUCTIOx III _ Lj II •►' � �+ BLAZIN BRONCO yTRAIL BWIItET EOML N IENGnI lO EYER/nNCY SPILLWAY x i LAN — 8� 36 R3 l STALLTE IILET € � (,YCTuII �s€ 3 I I �� � 1`ISTALL Rr SF �,� CxECK I p CAUTIONII ENSRNT GAS PRELNES, LOCA CLMOATION CONTINT . rovT! GAS ,T PROVGOJ PROW TO - cWI16rxucaaM — 1 EXISTING MILET {NtOlECM1N TO BF uRxlu,Ep /SCHWL STE 1' Ill dM1 1 t /{/J// IENrT.rNE OONSTRUCTION l ENrRNICE Iarwnox I ' (SEE NOIC /5) 1 1 tl"_5TS � 1 it 4 1 L Y RAS-DONM AREA � 1 r Y4 I 1 LL4LNV �I �IW1Y OPEIdVOR TO SEpNEx, BARRIER TO BE I----------- .als LOCATE AND —NT— INSTALLDD %UOR TO ANY EQUIP 41AFT S,AGMG LAND C,ISTUNaANOE W INIIVL GRPONG T IRI -T I"�"T (SEE DETAL SIT 4fi) O 2. PRINPRr DPERATDR IS SEDINpIT SAR ER TO BE - • • - O N RESPpFSBLE TO STALAEp AFTER FlNAL C7 SURMT THE NOT. pMDMG AID/OR AFTER II�I.iER ATuu. AND ( R COIISTRUCTION ----- ~ rUl' WE CO ANT, TAN LAID CIRB @INSTILL z $RE N ACCORDANCE ROES RiFIP RRx LOCAL STALE IrO O FEDMAL REOVRENEIm z " EROgIpI AND p5I-TWo T KNIT E ID FLovE1C Tp PG1+O SE[T,,ENT CONTROL 0 110 IOU 2W (TNE) 1XRI30oo0) GRADNG LIMNS 3 O 3, P@APE IARY ORATOR CdITROCT MIS —' • — • • — • • — SHALL INNEDLIruY IFILT PROTECDON I TOTAL DISTURBED; I N p OxOLCN .LL DISTICOMP AREAS F U7 THE LL CHAIRS TION a SLRFItE ROW ARROW 60.9 ACRES ALL ORAOE. A0 YEAR w RRNN ME 1W YEAR ROCK CHECJc DW N RWOP AR. CONS,141CDON S 9EMILIN fANrld01 1. i ATY EFRIH IAhmm ENIRIWCE /EAR [L Ci E oo" ORTED FROM EROSION CONTROL SITE ONSS CONTRACTOR NFASURE$ MAr SITE, rM: CpIrRAGTpi TPUCN SInOn,I MEn I ONLY BE PO Ix RESPOISIBt< FOR FRONT OF INLETS, "WANING ROSION ST02WE LOCATIONIN CHANN pBR ORPINPGEWAYS OR PROVGE STREET LL.I EROSION CONTROL GL M40 BORROW WINES0' C RETIwG ON FVBIIC r li5`.. ❑ T TxE RISK OF S1RFEf5 OM A play 4 CONmncTW EARIM WTERWL Ci NDT PERNIIIED TO CRT PR(uECT W. IOA6i6 RENRN ENABLE roR ApCuu TE M WTI MD. Jolla-02D0411-tOaB5E-EO]6B5 PLAY OAWA PUBLIC SIREEI• OSE Y-2_2R53 1910 CAU By IME OF WER ASH WATTO UEAWRES. RAFT SECIHENT MION L -M53 NO. OS-C NCLUNic FLOOprIO STREETS IS MNIT) IEO. IPSCO OIM4GE, WMCI — OCCUR WE TOO 3. ODMIUCTION ELOCIEO W AGE ENTPNYE ro BE . A AT THE CONCLUSION DETERM.NED V OWNER. ' F OF ANY PROJECT. ALL CNFRNEL$ 6, ALL P LAND, RIGHT ORNN IwYS AMC, W NMY (ROWI CORNER Lf"WMA below BORROW DI —ES IN CLP$, AND 1RAFFIG cAEert I,oR E RONI ZONE D/RDERS MLL BE R[ul`NUARKC �' SHALL OE DOEOGED MNN1— AEU NOSED OF — SEOINENT W ME CORNAGTpT SCNCNMMN( No I, GENERATED V ME FOR IW GRASS MID PROJECT OR WEED$ E4EFY 14 DAYSL iW`W COT WOH "%' IN CMMER AT BACK p' C11R8 OEPOSIILU A5 A ]N SOVII 59C OF SALIIpa RCAO i a5 REST V l 1.- RESULT OF EMS" J, ANY P+ L.E,, ROW JAAVSUY RAY CENTEPLNE, CLEV 752, 69 t 11 CONTROL NEaAIRES OF WAY (ROW). xNCxNNL[ No 2 OXMITI CLPA AND } I. TRAFFIC DTr1DER3 III., *)RARE COT RTT11 'x' F SI AT BADS OF CMB WERE -6j; EO 'TORSI OF 1FIE POOR Q< SERRPNO RIDGE AT t WwNB OPLT GAC 11 IN :OFFER RID[{ RptD. ENE`/ Ja5.S0 4 t} 4 WILL BE PVT RACK W } - DER OM guff OF BETTER.. a. IN THE EVEM,HAS SEEN DISTURENED GRASS } ti o RIGHT INN LANT, GIER t 1 MR5, OR TRITER[ 4. EIVI RESTORE EE W$$ GRASS MLL BE PATE REVI510N Br 1 ESIA6LLSHED A, tmz BY ME T IPAOTOR. '} s. FOR PAAKLITA. ISWM CONSTRUCTION NOW's/ BILL AEOMR. PLAN IIIRACTOR ODUSE CLEAN IOP SOIL MTN } - INS ROCNS TO RACK FILL ,• BEFORE AYRJG E AaF SOD EF NYORO ' -- -- - - - - ----- ; `; �" SEEDING Madero 10, '' ' pWDEIC To BE ---- ----- ---- 1 PI:Exr a' B< -v POENT 2-5J Phase S 1 l NALERO ,1 `I R� TO SI R TO 9EEOING DR L 1 1 13ea S4D. sOD. I+ i t 4 1 11. DEANERY RCI(ETS OF l A Y I 4 avR spL Mu RE IEO ISM ON CITY OF FORT WORTH RESW REDUEsr MIS Is IN I�V WIN OENTON COUNTY, TEXAS 7���, _-, W SI N SECTION 70 AS As BERATES 70 RESTOW.nON OE THE L.NNiAW YC L I q ROW. E060 NNW GexriE crux /6f.E21APtC, EMI SEDNIENT 1 ~ 1 I 'N Q T ]J \� TO BE III 1 1} L 1 -af AIMMMMED W M I 44- NOTE: THE CONTRACTOR SHALL CONTANr T11E 6 AREA' a LEAST 11 -ram ROC( .R NWRs PRKW r0 ExCAY nNG Ix rx5 ARE,\ �. FORT WORTH WATER DEPARTMENT 1-1117-SB2-4477 _ ! I V. Txp6 G4A I-666-W-9a6J N$TALL ERO5101I� x1MOl II I TW ELECTRIC DEVRY yEI-WO-242-9113 BIIJIKET Ep1/L N+4, CxAN1ER [OLMIxIC4Igr15 I-atr-Spg-62J2 r0 EMERGENCY SPLLNOLY - ~♦ FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-81T-392-a1Do l I FOR OMER FACILITIES WMR.TE1415611.ORG OR 1_app-BIS-EDPS mm+i . 12. HI LOCATION OF R.x AoO 4 ONSIIE WASTE ANC DaEx Tnn Tb106 IN F-,,W To GETS NW THE OESOL VA." yA pRp fCT Np: • 2PSS INSTALROOK r.- L -T • `', I CA I SCARF CNEpI DAM -• T �1p : PL -� 'ART. N!•L I • � (. �� SIEII Ip. 119 f�J 'Ira > rs In STILES 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 MAINTENANCEIINSPECTION 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 11 Rev. 03l0112022 BN Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT INSPECTION Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in Pond Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip -Rap Condition of filtration system REPAIRS REPAIRS DATE REQUIRED MADE NOTES STORMWATER FACILITY MAINTENANCE AGREEMENT 12 Rev. 03l0112022 BN Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation Signature: Email: kathleen.bradford@fortworthtexas.gov STORMWATER FACILITY MAINTENANCE AGREEMENT 13 Rev. 03l0112022 BN