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HomeMy WebLinkAbout064353 - Construction-Related - Contract - Southwest Pasture LTDDate Received: 11/25/2025 Time Received: 1:26 p.m. Permit No.: SWFMA-25-0096 City Secretary No.: 64353 DRAINAGE CHANNEL MAINTENANCE AGREEMENT d THIS AGREEMENT, made and entered into this 23rday of November 2025, by and between SOUTHWEST PASTURE LTD.. a Texas limited partnership, acting by and through Paxton E. Motheral, its duly authorized Vice President, 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 George Shields Survey, Abstract No. 1436, the J. H. Shutlz Survery, Abstract No. 1941, Jerry Burnnett Survey, Abstract No. 1923, and the Ruben Burnnett Survey, Abstract No. 1922, Fort Worth, Tarrant County, Texas according to the deed recorded in Volume 12915, Page 294, and Instrument No. 13212318326, 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 Edwards Ranch Overland Addition, 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 storm water 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 Drainage Facilities be constructed and maintained on a portion of the Property; and; WHEREAS, the City requires that on -site Drainage 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 Exhibits "A1 and AT' ("Facility Property"); and; OFFICIAL RECORD DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev 03101/2022 6N CITY SECRETARY FT. WORTH, TX 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 Drainage 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 Drainage Facility includes all pipes, channels or other conveyances built to convey storm water to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the storm water. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Drainage Channel 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 ensure the 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. 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 DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN 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, fail to maintain the Facility in good working condition acceptable to the City, 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 Landowner'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 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, DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITY PROPERTY TO MAINTAIN THE BED AND BANKS OF THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL, AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage channel outlined on Exhibits "Al and A2" but this paragraph shall not preclude construction of other improvements within the drainage channel, 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, and 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. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 6N Executed this 23rd November day of CITY OF FORT WORTH - i mot' Jesica McEachern Assistant City Manager City of Fort Worth Date: 11/23/2025 Approved as to Form and Legality: M. Kwi�fv Axl � rr M. Kevin Anders, II (Nov 20, 2025 10:42:55 CST) M. Kevin Anders II Assistant City Attorney City Attorney's Office Date: 11/20/2025 ATTEST: r.3� /� ,004von44 tt J anne a S. Goodall p�°�°foR oo �, o 0 POa City Secretary old , 0 Q =d 0 Y 0o Op O� aaan� Date: 11/24/2025 nEXAs' DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 2025. LANDOWNER SOUTHWEST PASTURE LTD. a Texas limited partnership By: CASSCO MANAGEMENT COMPANY, LLC a Texas limited liability company ig7General Partner By: Paxton E. Mothera Its: Vice President November 17. 2025 Date: Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Kandice Merrick Planning Manager Date: 11/20/2025 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 61 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on November23rd 2025by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. &c6G"a, U4."�4'z Notary Public, State of Texas rR Pv Po KATKL N BRADFORD n Note%Public * r STATE OF TEXAS Notary I.D. 12197197 MY Comm. Fx . Apr.12, 2027 LANDOWNER STATE OF M[ ,Xpr1 § •I I• lrSM .0 d L. I - BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared ?M=1W (name), V 1 ck-, ft/A 01V- .rr (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 QkS6CO �l�Cl 1pti-LsG 1�1-r (.p " (entity), a Ic1�VTey (�� (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of MoVgkAbtl , 20n . Notary PUblidJtate of Tti y .g ►■'�'t"f► EMILY DOTSON Notary Public, State of Texas i+ Comm. Expires08-05-2028 Notary ID 130766642 r�tti*■■ DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6 Rev. 0310112022 BN EXHIBIT "Al and A2" LEGAL DESCRIPTION DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT "A-V STORM WATER FACILITY MAINTENANCE AGREEMENT Part of Tract I Southwest Pasture LTD. Part of JH Schultz Survey, Abstract No. 1941 City of Fort Worth, Tarrant County, Texas DESCRIPTION, of a 1.424 acre (62,015 square foot) tract of land situated in the JH Schultz Survey, Abstract No. 1941, City of Fort Worth Tarrant County, Texas; said tract being part of that tract of land described as Tract I in Special Warranty Deed to Southwest Pasture LTD, recorded in Instrument No. D212318326; said 1.424 acre (62,015 square foot) tract being more particularly described as follows: (bearing System for this survey is based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone 4202, based on observations made on March 6, 2025 with a combined scale factor of 1.0000228857); COMMENCING, at 1/2-inch iron rod with "WESTWOOD PS" cap set for the south corner of a corner clip at the intersection of the north right-of-way line of Oakmont Boulevard (120-foot wide right-of-way) and the future east right-of-way line of River Ranch Boulevard (110-foot wide right-of-way); from said point a 5/8- inch iron rod with "PELOTON" cap found for the southeast corner of said Tract I and the southwest corner of Lot 2R, Block 21 of Overton South Addition, an addition to the City of Fort Worth, Texas according to the plat recorded in Instrument No. D204053989 of said Official Public Records bears North 89 degrees, 40 minutes, 57 seconds East, a distance of 384.58 feet; THENCE, North 45 degrees, 19 minutes, 03 seconds West, departing said north line of Oakmont Boulevard, continuing along said future east line of River Ranch Boulevard, a distance of 41.21 feet to a point for corner; THENCE, North 00 degrees, 19 minutes, 03 seconds West, a distance of 46.92 feet to the POINT OF BEGINNING; THENCE, along said future east line River Ranch Boulevard, the following (6) calls: North 00 degrees, 19 minutes, 03 seconds West, a distance of 517.14 feet to a point at the beginning of a tangent curve to the left; In a northerly direction, continuing along said curve, having a central angle of 10 degrees, 23 minutes, 48 seconds, a radius of 705.00 feet, a chord bearing and distance of North 05 degrees, 30 minutes, 56 seconds West, 127.75 feet, and an arc length of 127.93 feet to a point at the end of curve; North 10 degrees, 42 minutes, 50 seconds West, a distance of 105.55 feet to a point at the beginning of a tangent curve to the right; In a northerly direction, continuing along said curve, having a central angle of 47 degrees, 36 minutes, 00 seconds, a radius of 455.00 feet, a chord bearing and length of North 13 degrees, 05 minutes, 10 seconds East, 367.23 feet, and an arc length of 378.00 feet to a point at the end of curve; North 36 degrees, 53 minutes, 09 seconds East, a distance of 101.92 feet to a point at the beginning of a tangent curve to the left; In a northeasterly direction, continuing along said curve, having a central angle of 02 degrees, 31 minutes, 25 seconds, a radius of 565.00 feet, a chord bearing and distance of North 35 degrees, 37 minutes, 27 seconds East, 24.88 feet, and an arc length of 24.89 feet to a point at the end of curve; THENCE, South 55 degrees, 38 minutes, 16 seconds East, departing said future east line River Ranch Boulevard, a distance of 50.00 feet to a point at the beginning of a non -tangent curve to the right; PAGE 1 OF 4 EXHIBIT "A-1" STORM WATER FACILITY MAINTENANCE AGREEMENT Part of Tract I Southwest Pasture LTD. Part of JH Schultz Survey, Abstract No. 1941 City of Fort Worth, Tarrant County, Texas THENCE, in a southwesterly direction, continuing along said curve, having a central angle of 02 degrees, 31 minutes, 25 seconds, a radius of 615.00 feet, a chord bearing and length of South 35 degrees, 37 minutes, 27 seconds West, 27.09 feet, and an arc length of 27.09 feet to a point at the end of curve; THENCE, South 36 degrees, 53 minutes, 09 seconds West, a distance of 101.92 feet to a point at the beginning of a tangent curve to the left, - THENCE, in a southerly direction, continuing along said curve, having a central angle of 47 degrees, 36 minutes, 00 seconds, a radius of 405.00 feet, a chord bearing and distance of South 13 degrees, 05 minutes, 10 seconds West, 326.87 feet, and an arc length of 336.46 feet to a point at the end of curve; THENCE, South 10 degrees, 42 minutes, 50 seconds East, a distance of 105.55 feet to a point at the beginning of a tangent curve to the right; THENCE, in a southerly direction, continuing along said curve, having a central angle of 10 degrees, 23 minutes, 48 seconds, a radius of 755.00 feet, a chord bearing and length of South 05 degrees, 30 minutes, 56 seconds East, 136.81 feet, and an arc length of 137.00 feet to a point at the end of curve; THENCE, South 00 degrees, 19 minutes, 03 seconds East, a distance of 517.14 feet to a point for corner; THENCE, South 89 degrees, 40 minutes, 57 seconds West, a distance of 50.00 feet to the POINT OF BEGINNING; CONTAINING: 1,424 acres or 62,015 square feet of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the agreement tract described. r. ;'_2"._ �_ 2025-11-06 Dustin C. Pustejovsky"' Date Registered Professional Land Surveyor No. 6690 Westwood Professional Services, Inc. 9800 Hillwood Parkway, Suite 250, Fort Worth, TX 76177 (817) 562-3350 TX Reg. Surveying Firm LS-10074301 R0057147.00_EX10.doc R0057147.00EX10.dwg SLP PAGE 2OF4 Gz UU$TJN C_ PUSTEJOVSKY � 6690 P..' Last Saved by: AMBraun Plot Daterrime:11/612025 3:27 PM Drawing: N:10057147.00106 CADIDWG1Survey C21MR0057147.00EX10 MATCH LINE (SEE PAGE 4) �N10°42'50"W1III�510°42'50"E 105.55 05.55 L= 727.93 C=137.00 R=70-' R=755.00 d— 70 2348" d=10°23'48" CHB= 530S5" W ' 305, CHB=S 5°30'56" E { C 75 ` — 72Z CH=136.81 I Southwest Pasture LTD. Q 3 (Tract I) L Inst.# D272378326 � Q o r QC 3 a ^` i MQ W O •1. l Ln N1 W �4 T4&= Vadtic'-- sume company Vat 2974. Pg. 298 ,� ID' PIPE LINE) EASEMENT (Tma 1), C.R. T. C T `a y Insl.• 02I0079022 a ` STORM WATER MAINTENANCE FACILITY AGREEMENT 1.424 ACRES (62,015 SF) 1 c o !6 COP.O.Bq�\ N Q 1 ��o °9°4D'S7"W �o4&9 N .00 c � —•41.77• IRS t � IRF tCM.) P. a. c. (C.M.) Oakmont Boulevard 5CHtJ! rf SURVEY Nss 40'S7"E ,Av (120' Puhtir Right -of -Way) aasrkAcr NO. I941 w NOTES: rv N 0 100 GRAPHIC SCALE IN FEET LEGEND 9800 l P.O.B POINT OF BEGINNING P.4C POINT OF COMMENCING IRF 1/2-INCH IRON ROD W/ 'WESTWOOD" Ps CAP FOUND IRS 1/2-INCH IRON ROD W/ "WESTWOOD" PS CAP SET (C.M) CONTROLLING MONUMENT 0 POINT FOR CORNER — - - — ADJOINER LINE PROPERTYLINE 1. A metes and bounds description of even survey dote herewith accompanies this plat of survey. 2. Bearing system for this survey is based on a bearing of 1983 (2011 adjustment). North Central lone 420 based on obse ations made on March 6, 2425 with a combined scale factor of 1.0000228857. Westwood TeRTT SWOR ODIP7 WY., SUITE 250 Wastwvoa Pr'ofvsalenal9enrices.lnc. westNmgdgs.cvm E OF T EXHIBIT w The undersigned, Registered Professional Land Surveyor, hereby certifies that this plat of su �Q.4�ctisTr:gFo Last Saved by: AMBraun Plot Daterfime: 1116/2025 3:27 PM Drawing: N:\0057147.00\06 CAMDW&Survey C3D\R0057147.00EX10 N ` I " W , \IE /R=565.00 A=2°37'25" rc�x�� \BAN 35°37'27" E / CH=24.88 0 100 / 0)'4 GRAPHIC SCALE IN FEET I L-378.00 R=455.00 d=47°36'00" CHB=N 13°05'10" E CH=367.23 I� I Q)4 1- zi O a� o I N10°42' I S55 °38' 16"E 50.00 L=27.09 R=615.00 A=2°31'25" CHB=S 35°37'27" W CH=27.09 L=336.46 R=405.00 A=47°36'00" CHB=S 13°05'10" W CH=326.87 Southwest Pasture LTD. (Tract I) Inst.# D212318326 STORM WATER FACILITY MAINTENANCE AGREEMENT 7.424 ACRES (62,075 SF) S10 42'50"E 705.55 tsi � �� � ttsi � IIIIIIIIIIIIII� t_ MATCH LINE (SEE PAGE 3) W0j141A 1. A metes and bounds description of even survey dote herewith accompanies this plat of survey. 2. Bearing system for this survey is based on a bearing of 1983 (2011 adjustment), North Central Zone 4202 !lased on observations mode on March 6, 202S with a combined scale factor of 1.0000228857. TBPELS. ENGINEERING FIRM NO. 11756 TSPELS SURVEYING FIRM NO. 10074301 LEGEND P.QB. POINT OF BEGINNING AQC. POINT OF COMMENCING IRF 112-INCH IRON ROD W/ "WESTWOOD" PS CAP FOUND IRS 1/2-INCH IRON ROD W/ "WESTWOOD" PS CAP SET (CM.) CONTROLLING MONUMENT 0 POINT FOR CORNER — - - — ADJOINER LINE PROPERTY LINE EXHIBIT "A-2" STORM WATER FACILITY MAINTENANCE AGREEMENT Part of Tract I Southwest Pasture LTD. G. Shields Survey, Abstract No. 1436, R. Burnett Survey, Abstract 1922, and J. Burnett Survey, Abstract No. 1923 DESCRIPTION, of a 1.726 acre (75,178 square foot) tract of land situated in the G. Shields Survey, Abstract No. 1436, the R. Burnett Survey Abstract No. 1922, and the J. Burnett Survey, Abstract No. 1923, Tarrant County, Texas; said tract being part of that tract of land described as Tract I in Special Warranty Deed with Water Reservation to Southwest Pasture LTD. recorded in Instrument No. D212318326 of the Official Public Records of Tarrant County, Texas; said 1.726 acre (75,178 square foot) tract being more particularly described as follows (bearing System for this survey is based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone 4202, based on observations made on March 6, 2025 with a combined scale factor of 1.0000228857): COMMENCING, at a 1/2-inch iron rod found at the southeast corner of Lot 1, Block 23 of the Overton South Addition, an addition to the City of Fort Worth recorded in Cabinet A, Slide 3186 of Plat Records of Tarrant County, Texas; said point being at the southwest terminus of River Ranch Boulevard (an 80-foot wide right-of-way); THENCE, South 72 degrees, 17 minutes, 07 seconds East, continuing along the north line of said Tract I, at a distance of 80.10 feet, passing a PK-Nail found at the southeast terminus of said River Ranch Boulevard, continuing in all a total distance of 95.19 feet to the POINT OF BEGINNING; said point being in the future east right-of-way line of River Ranch Boulevard; THENCE, South 72 degrees, 17 minutes, 07 seconds East, continuing along said north line of said Tract I, a distance of 90.18 feet to a point for corner; THENCE, South 14 degrees, 03 minutes, 00 seconds West, departing said north line of said Tract I, a distance of 604.73 feet to a point at the beginning of a tangent curve to the right; THENCE, in a southerly direction along said curve, having a central angle of 10 degrees, 37 minutes, 58 seconds, a radius of 655.00 feet, a chord bearing and distance South 19 degrees 21 minutes, 59 seconds West, 121.38 feet and an arc distance of 121.55 feet to a point at the end of said curve; THENCE, South 24 degrees, 40 minutes, 58 seconds West, a distance of 101.60 feet to a point of corner; THENCE, in a southerly direction, continuing along said curve and said future east line of River Ranch Boulevard, having a central angle of 01 degrees, 48 minutes, 07 seconds, a radius of 365.00 feet, a chord bearing and distance of South 23 degrees, 46 minutes, 54 seconds West, 11.48 feet, and an are length of 11.48 feet to end of curve; THENCE, North 67 degrees, 07 minutes, 09 seconds West, a distance of 90.00 feet to a beginning of non -tangent curve being in said future east line of River Ranch Boulevard; THENCE, in a northerly direction, continuing along said curve and said future east line of River Ranch Boulevard, having a central angle of 01 degrees, 48 minutes, 07 seconds, a radius of 455.00 feet, a chord bearing and distance of North 23 degrees, 46 minutes, 54 seconds East, 14.31 feet, and an arc length of 14.31 feet to end of curve; Page 1 of 4 EXHIBIT "A-2" STORM WATER FACILITY MAINTENANCE AGREEMENT Part of Tract I Southwest Pasture LTD. G. Shields Survey, Abstract No. 1436, R. Burnett Survey, Abstract 1922, and J. Burnett Survey, Abstract No. 1923 THENCE, North 24 degrees, 40 minutes, 58 seconds East, continuing along said future east line of River Ranch Boulevard, a distance of 101.60 feet to a point for corner at the beginning of a tangent curve to the left, - THENCE, in a northerly direction, continuing along said future east line of River Ranch Boulevard, and along said curve, having a central angle of 10 degrees, 37 minutes, 58 seconds, a radius of 565.00 feet, a chord bearing and distance of North 19 degrees, 21 minutes, 59 seconds East, 104.70 feet, an arc distance of 104.85 feet to a point at the end of said curve; THENCE, North 14 degrees, 03 minutes, 00 seconds East, continuing along said future east line of River Ranch Boulevard, a distance of 610.49 feet to the POINT OF BEGINNING; CONTAINING: 1.726 acres or 75,178 square feet of land, more or less. (A survey plat of even survey date herewith accompanies this description.) The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the agreement tract described. o� . r. s:-,l - 2025-11-06 Dustin C. PustejovsWy' Date Registered Professional Land Surveyor No. 6690 Westwood Professional Services, Inc. 9800 Hillwood Parkway, Suite 250, Fort Worth, TX 76177 (817) 562-3350 TX Reg. Surveying Firm LS-10074301 R0057147.00_EX7.doc R0057147.00EX7.dwg SLP Page 2 of 4 V,`r ,'qZ k"' co:' * :N D6STIN c. PLiS7PJ6v5f(Y A...fi690 QW�r,",9 'Ad�'f551De'P Q� N SZJPt�I dJ Last Saved by: AMBraun Plot Daterrinne:7/02/2025 2:50 PM Drawing: N:\0057147.00106 CAD\DWG\Survey C3D\RO057147.00EX7 f� a Lot 1, Block 23 Overton South Addition J - --. CAB. A, Slide 3186 I ` A Cassco Land Co , Inc. Q,l (Remainder) P.D.C. l•� Q Vol, 1192 Pg 2347 X IRF(CM.)� @ �A0.B 572°17'07"E 95.19 1 572°17'07"E PKNF (C.M. 90.18 Southwest Pasture LTD./ (Tract 1) Inst.# D21231834 o 10 LEGEND P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCING IRF 518-INCH IRON ROD W/ "PELOTON" CAP FOUND PKNF PK NAIL FOUND (C.M.) CONTROLLING MONUMENT O POINT FOR CORNER ADJOINER LINE — PROPERTY LINE NOTES: STORM WATER FACILITY MAINTENANCE AGREEMENT 7.726 ACRES (75,178 SF) tttttttt� tttttttt� IIIIIIIIIIIII� hlll� I� � tttttttt� tttttttt� tttttttt� Illllllllllllr I� MATCH LINE (SEE PAGE 4) N 1. A metes and bounds description of even survey date herewith accompanies this plat of survey. 2. Bearing system for this survey is based on the Texas Coordinate System of 7983 (2011 adjustment), North Central Zone 4202, based on observations made on March 6, 2025 with a combined scale factor of 1.0000228857. The undersigned, Registered Professional Land Surveyor, hereby certifies that this of survey accurately sets QF.rF plat out the metes and bounds of the easement tract q�alsTegq''"{- ,`Q described. ...... ...... O6iT C.PUSTEJOVSKY ...6690 Pv•7Q4 2025-11-06 aSl1R�E� Dustin C. Pustejovsky Date Registered Professional TBPELS ENGINEERING FIRM N0. 11756 Land Surveyor No. 6690 TBPELS SURVEYING FIRM +I❑ 1007470 0 100 GRAPHIC SCALE IN FEET Last Saved by: AMBraun Plot Date7Time:7/0212025 2:50 PM Drawing: NA0057147.00105 CADIDWG\Survey C31D1R0057147.00EX7 MATCH LINE (SEE PAGE 3) L Q� � QJ 1 A drpx. Location 20' SSE Cause No. 52246 County Court Records, Tarrant County, Texas h a labca+'' =rye �a 1 N67°07'09"W 90.00 J. BURNETT SURVEY A-1923 ya�a e Southwest Pasture LTD. (Tract 0 Inst.# D272378326 STORM WATER FACILITY MAINTENANCE AGREEMENT 7.726 ACRES (75,178 SF) G. SHIELDS SURVEY A-1436 R. BURNETT SURVEY A-1922 Curve Table Curve # Length Radius Delta Chord Bearing Chord Length C1 727.55' 655.00' 10°37'58" S 19° 21' 59" W 121.38 C2 14.31' 455.00' 1 "48'07" N 23° 46' 54" E 74.31 C3 704.85' 565.00' 10°3758" N 19° 21' 59" E 104.70 C4 11.48' 365.00' 1 °48'07" S 23- 46' 54" W 11.48 LEGEND P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCING IRF 518-INCH IRON ROD W/ "PELOTON" CAP FOUND PKNF PK NAIL FOUND (CM.) CONTROLLING MONUMENT O POINT FOR CORNER — - - ADJOINER LINE PROPERTY LINE NOTES. 1. A metes and bounds description of even survey date herewith accompanies this plat of survey. 2. Bearing system for this survey Ls based on the Texas Coordinate System of 7983 (2017 adjustment), North Central Zone 4202, based on observations made on March 6, 2025 with a combined scale factor of 1.0000228857 N 0 1DD GRAPHIC SCALE IN == TBPELS. ENGINEERING FIRM NO- 11756 TBPELS SuR,6ErtNG FIRM NO, 100743C EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN Last Saved by: PWiley Plot DaleRme: 11/7/2025 7:14 PM Drawing: N:\0057147.00\06 CAD\DWG\site design c3d\Exhibits\swf na exhibits\SWFMA EXHIBITS �m SRO ril ■ � IV a ♦� rii � � � � t R y � R n.i4ls�ii! l� �r1 �riw � r ~' a [ • ��}fir a- .� ,�waaur� � a C'`".,� nlr's1 in1�-�� `w ' • r�r�l :sfinNe� �fl.si�u!rlrr� qt�.: L � Y ��•huasxrrsY� - � `+1�7i�]It1iYl111i1,� • � + I rtfnl s � 11411IIA rQ N illll '•' .. r:l.q.611 !s,I eq nnr�r' Ili • s: IlNfay ynv1111 rtif. = u k gollrr - �lFrllAl rr'� lili� Il11 I� uH�'i�+ � ;L'F llrrAi rl� �• ■11V 11 ri llF l _ [I Nr1,Ilrl A � s:2" re�iiarliilriWn+T ._ � +T�FA�aAa � [ rb�#� !t rnl � VICINITY MAP SCALE - N.T.S. MAPSCO NO. #88-V COUNCIL DISTRICT NO. #6 DATE: 2 PROJECT NO. 0057147.00 FORT WORTH, TARRANT COUNTY. TE]A$ CASSCO DEVELOPMENT CO., INC. %volub ER: FP DRAFTER: FP NIA EDWARDS RANCH OVERLAND ADDITION VICINITY MAP W WESTd Pr.tn'EEnT"ServiC130'07 500 WEST7TH STEET, SUITE 1300 T 201 8830103 FORT WORTH, TX 76102 F 9e6 937 5150 TBPELS ENGINEERING FIRM NO 11756 TBPELS SURIIEYROG FIRM NO 111074301 DESIGNER: BAL CHECKED: MFW SHEET OF Last Saved by: PWiley Plot Dateliime 11/10120259:30 AM Drawing: N:M57147.00106 CAD\DWG\site design cUExhibitslswrma exhibits'SWFMA EXHIBITS N 0 50 100 200 3 GRAPHIC SCALE IN FEET 1 "=100' aVS�., r' �'� r r f •J 3< -' r } �0h`~, �.' S"' !z� :�� �f �'+' �r' �J r �' -',`fir-� l`'•� '��. Cv _'177,-� / 69 sy T ^" d9 �c9u' 4]. do-' y ` - 110.0' R.O. W 830 A - — I — r 689 c�uj c_ ~ ~ by a- 587 - 688 - 689 690. '�... • D LU _ z N + •.- Lu O o LLJ LL A•', o 90' SWFMA� SWFMA A-2 4 NOTE: 1. NO SAVED OR PROPOSED TREES ARE LOCATED WITHIN THE SWFMA BOUNDARY. DATE: 10/03/2 PROJECT NO. 0057147.00 FORT WORM. TAR&WCOUNTY. rE%AS CASSCO DEVELOPMENT CO., INC. as. Ad 16DRAFTER: FP NSA EDWARDS RANCH OVERLAND ADDITION GRADING PLAN: CHANNEL 1 uwftwma WESamv7TNr<swSTE ETnarsuvtoSUITE u,130ln�- 500T ,0 T2.1 W.103 FORT WORTK TX 76102 F Be3937515C TBPELS ENGINEERING FIRM 11756 TBPELS SURVEYING FIRM NO.10074304301 DESIGNER:BAL CHECKED: MFW SHEET OF Last Saved by: Miley Plot Date7Time:111712025 7:15 PM Drawing: N:10057147.00M CAD1DWGtsite design c3dlExhibitsWwfma exhibits%SWFMA EXHIBITS 705 700 M- 611111111 no 680 3+80 4+00 'IrPROPOSED RIGHT TOP OF BANK a rZ CL W_ Lu _ EXISTED GRADE @ OF PROPOSED CHANNEL PROPOSED TOP LEFT OF BANK I� - J / I LLf m < - Z y L ,� m100- �m - YR HGL PROPOSED OF PROPOSED GRADE @ CL CHANNEL N i11 (D Ji In- 0') 0'1 O O (0 c0 to :� cD 0 -.... L wJ- n h 1 w 5+00 PROFILE: SD -CH 1 705 700 695 .8H a * I DATE: 10/03/2 PROJECT NO. 'T. w�>ZTN,"N . �.""i'. "— CASSCO DEVELOPMENT CO., iNC. 0057147.00 �11=1-00 DRAFTER: FP Ud NIA EDWARDS RANCH OVERLAND ADDITION we.s.voa v„nr�.wnn an.Icnr, ma 500 WEST 7TH STEET SUITE 1300 T21e630103 DESIGNER:BAL FORT WORTH. TX 76102 F 0:8 937 5150 CHECKED: MFW SHEET of GRADING PLAN- CHANNEL 1 T6PELS ENGINEERING FIRM NO 11756 TBPELS SURVEYING MM NO It1074301 Last Saved by: PWiley Plot OateTme: 11(712025 7:15 PM Drawing: N:\0057147.00\06 CAMMUsite design c3dlExhibitslswfma exhibits\SWFMA EXHIBITS 710 705 CZdlli 695 685 5+80 6+00 PROPOSED RIGHT .TOP OF BANK r @ CL CHANNEL EXISTED GRADE OF PROPOSED Z m PROPOSED LEFT TOP OF BANK I c �y t I - PROPOSED CW OF PROPOSED GRADE @ CL — CHANNEL �m _ _ _ _100—YR HGL m' n 0 icD 00 co N N N N I � w I i w Lw L� 7+00 PROFILE: SD -CH 1 710 705 700 91*6m 91-1KII, 685 7+50 DATE: 10/03/2 NO PROJECT NO. �VI[I i.VM1III, IM>iArvl LLiYi�� 1, ��,� CASSCO DEVELOPMENT CO., INC. do 005JECT DRAFTER: FP N/A EDWARDS RANCH OVERLAND ADDITION w,I.lwooa Pratn1k11a1 servires, Inc. 500WEST7THSTEET,SUITE1300 T 281683 0103 DESIGNER:BAL FORT WORTH, TX 76102 F 888 937 5150 CHECKED: MFW SHEET OF GRADING PLAN: CHANNEL 1 TBPELS ENGINEERING FIRM NO 11756 TBPELS SURVEYING FIRM NO 100743DI Last Saved by: Miley Plot Date/rime:11l7/2025 7:15 PM Drawing: N:10057147.00\06 CAD\DWG\site design c3d\Exhibits\swtma exhibits\SWFMA EXHIBITS .•1 685 .:1 675 -0+20 0+00 695 I 685 PROPOSED RIGHT_��, TOP OF BANK CL OF EXISTED GRADE @ PROPOSED CHANNEL W Lu to PROPOSED LEFT OF BANK — TOP 100—YR HGL PROPOSED GRADE @ CL OF PROPOSED CHANNEL Z �. J I� r7 co to 1`7 00 tM 100 tf } 00 r PJ to t F d to ui u' Lri to CO CO CD CD (9 - WJ- (0 (D Li to -4( 1_ L _- IL 1+00 PROFILE: SD -CH 1 685 11.:1 675 2+00 2+20 W � W _ _ r H EXISTED GRADE @ CL PROPOSED LEFT FI OF PROPOSED CHANNEL TOP OF BANK 100—YR HGL _�---- --- W W y PROPOSED GRADE @ CL PROPOSED RIGHT OF PROPOSED CHANNEL TOP OF BANK J m l.a] in I• fn COW � W �� a LLJ L 11J � j - —W.LL L - DATE:10/03/2 PROJECT NO. 0057147.00 DRAFTER: FP N/A DESIGNER: BAL CHECKED:MFW SHEET OF 3+00 PROFILE: SD -CH 1 CASSCO DEVELOPMENTTCO., INC. EDWARDS RANCH OVERLAND ADDITION GRADING PLAN: CHANNEL 1 695 .•1 685 680 4+00 4+20 500 WEST 7TH STEET, SUITE 1300 T: 261 893 0103 FORT WORTH, TX 76102 F 089 937 5150 TBPELS ENGINEERING FIRM NO 11756 1`8Pl18 SURyFWNG FIRM NO 10074301 7� Last Saved by: PWlley Plot DaleRme:11/10/2025 9:30 AM Drawing: N:U57147.00X06 CAMOWGlsite design c3dlExhibitslswfma exhibits%SWFMA EXHIBITS r •� 0 100 200 400 600 GRAPHIC SCALE IN FEET 1 "=200' r•y .n=ti: ■ - _ f �1 ,1 Jf �� f.qy. - y� ^lam h''� `) Ike.•.: /• �' ,� ��) .'= •�_ 1 .4;�`'y,�r,•`" •'-� �A, � `� f � � , Y = .ems•-c_.����Y �_ ap i15725 r�s3� T1d�16R-O-w I 715 M 725 cYs 722 72; 722 723s. 7"z4 _64- >ry 725 a v > A . J- a < 1 + + y� + F i ❑ 4 I ^ v o p l cr SWFMA A•1 PG=722-60 50' $WFMA 4'X4' DROP INLET 47{4 r? ' '' DROP INLET RIM=725_i6 FL=-72D.60 F)! ' s j RIM= 720.25 -� , _ --- 730 —_ O N 0 TE: 1. NO SAVED OR PROPOSED TREES ARE LOCATED WITHIN THE SWFMA BOUNDARY. DATE:10/03/2 PROJECT NO. I CASSCO DEVELOPMENT CO.,"INC. _ �' 0057147.00 DRAFTER: FP wa. d Prwh"10ll I "ti "' im- DESIGNER:BAL N/A EDWARDS- RANCH OVERLAND ADDITION FORT WORTH, STEET, SUITE 1300 F8818830103 TX CHECKED: MFW SHEET OF GRADING PLAN- CHANNEL 2 TSPELS ENGINEERING FIRM 1 11756 07430 iI:PELSSURVEYlHt3 FIRM NO 0079301 Last Saved by: Wiley Plot Date(Time: 11110t2025 9:31 AM Drawing: NA0057147.00106 CAMOWG1site design c3dlExhibitsWwfma exhibits\SWFMA EXHIBITS 725 720 715 -0+20 0+00 730 725 720 715 1+80 2+00 DATE:10/03/2_ PROJECT NO. 0057147.00 DRAFTER: FP DESIGNER: BAL NIA CHECKED:MFW SHEET OF I I i � - - I EXISTING GRADE @ CL OF PROPOSED CHANNEL _::\ I I PROPOSED RIGHT TOP OF BANK PROPOSED LEFT TOP OF BANK �_ W -T77 /-T---- -- - - - - - - - - - 100-YR HGL PROPOSED in GRADE @ CL UZI-- OF CHANNEL J tb� —m00 N N N 0 CD l w N N C � C.D L.L. w N (D w CD C I- 1+00 PROFILE: SD -CH 2 725 720 715 2+00 2+20 nil EXISTING GRADE @ CL OF PROPOSED CHANNEL PROPOSED LEFT TOP OF BANK •r PROPOSED RIGHT TOP OF BANK Z F I — IP I Z or PROPOSED _ 100-YR HGL GRADE @ CL OF CHANNEL to to - O.O ,J AI 1 - - = _I 11 N �CV N �.� C � lsl N N N N N C7 CD 0 CD 0 3+00 PROFILE: SD -CH 2 FORT WORTH, TARRAHT COUNTY. Ti CASSCO DEVELOPMENT CO., INC. EDWARDS RANCH OVERLAND ADDITION GRADING PLAN: CHANNEL 2 730 725 720 715 4+00 4+20 500 WEST 7TH STEET, SUITE 1300 T: 281 883 0103 FORT WORTH, TX 76102 F 868 937 5150 TBPELS ENGINEERING FIRM NO 11756 t9PELS SURVDWG FIRM NO 10074381 ggligM Last Saved by PWiley Plot Date/Time: 11/10/2025 9:31 AM Drawing: N:10057147.0010B CAD\DWGWte design c3dlExhibits1swfma exhibitsZWFMA EXHIBITS 725 720 715 3+80 4+00 730 725 720 715 I _4� 5+80 6+00 DATE:10/03/2 PROJECT NO. 0051147.00 DRAFTER: FP DESIGNER: BAL N/A CHECKED:MFW SHEET OF 5+00 PROFILE: SD -CH 2 725 720 715 6+00 6+20 ■ 730 725 720 WO I C' " c- w �' _ 1 715 w � w _�. i 7+00 8+00 8+20 PROFILE: SD -CH 2 FORT 1HC•RTH, TARRAW COUNTY. M AS CASSCO DEVELOPMENT CO., INC. mnd Wm We.hYood Pm7aosWnyl Servlw�. Inc. EDWARDSRANCH OVERLAND ADDITION 500 WEST 7TH STEET, SUITE 1300 T291 ee30103 FORT WORTH, TX 76102 F 8889375150 GRADING PLAN: CHANNEL 2 TBPELS ENGINEERING FIRM 17 TBPELS SURVEYING FIRM NO 0074304301 Last Saved by: PWley Plat Datemme: 11/10/2025 9:31 AM Drawing: N:\0057147.00\06 CADIDWG\site design c3MExhibits\swfma exhibits\SWFMA EXHIBITS 725 720 715 7+80 8+00 735 730 Wm 720 9+80 10+00 9+00 PROFILE: SD -CH 2 725 720 715 10+00 10+20 OWE PROPOSED ci RIGHT TOP OF BANK EXISTING GRADE I @ CL OF PROPOSED CHANNEL PROPOSED LEFT TOP OF (BANK C PROPOSED GRADE @ CL OF CHANNEL Z I —I 00—YR HGL oo xi � �r N N N N �. _ 2 c� CD 1, hC.1 1, 11+00 735 730 725 720 12+00 12+20 DATE: 2 PROJECT NO. �GRI WUKTN, TAKRAN7 CUUMIT, lexm CASSCO DEVELOPMENT CO., INC. 0057147.00 DRAFTER: FP ER: FP N/A EDWARDS RANCH OVERLAND ADDITION wn'n'ooa A'HSTE.ogal5ervices,lnc 500WEST7THSTEET.SUITE1300 T:2919e30103 DESIGNER:BAL FORT WORTH, TX 76102 F eae 937 5150 CHECKED: MFW SHEET OF GRADING PLAN- CHANNEL 2 78PP19 ENGINEERING FIRM NO 11756 SaPELS SURVEYING FIRM: NO 10074301 Last Saved by: PWiley Plot DaleTme:11/10/2025 9:31 AM Drawing: W0057147.00\06 CAD\DWG\site design c3d\Exhibits\swfma exhibits\SWFMA EXHIBITS 90' DRAINAGE EASEMENT EDGE OF PARKWAY 6" TOP SOIL SLOPE AND SEEDING ! VARIES 4:1REQUIRED C5 VARIES 8' 0 12' 1= 8' MIN CHANNEL 1 NTS 00ROADSIDE DITCH ELEVATION• • CRO5S FLOW WSF1 V.EL pt,[3:ti'Llftf i . It FSY [FT) {FTj51 fT I ,. y 11 i1, IF73 SECIiQN 0 {21 131 _ 15] _ 1sl-=41 SD -CH 1 600 1 13.8 692.34 3.1 1 693-89 693.90 1.6 689.44 3.8 688.88 690.65 1.2 27.5 687.29 2.3 686.31 688.23 0.9 W50D27.5 27-5 686.79 2.2 685.81 697.67 0.9 275 686.14 2 7 685 31 687.4427.5 685.22 2.8 684 38 686.95 1.7 I EDGE OF PARKWAY SLOPE VA EIRVA 5 �IO Imo- VARIES f r - SD -CH 2 (North) 11-7 726 75 IL 7261728 53 72576 727.60 18 1.3 1L7 726.34 17 1.7 11.7 725.91 725.33 727.26 L4 67711.7 725 48 1.7 724.89 72689 1 1.4 600 11.7 725.04 1.8 724.47 726-36 1.3 525 11.7 724.67 1.6 72403 72584 1.2 450 181 724-29 21 72356 725.45 1.2 375 18 1 72381 p 2.2 723 09 724.91 1 1 300 18.1 723-33 21 722.60 72435 10 225 18.1 722,77 2.3 722.11 723.88 11 150 18 1 722 22 2.3 721 d9 723.47 13 75 16.1 172Y32 24 720.86 722.84 1.5 SD -CH 2(South) 225 8A 72L56 L3 72094 72260 LO 150 84 721 41 1 3 _ 720 72_ 72.0.47 722.fi0 1 2 75 8.4 72L32 L9 722-60 1 L3 DATE:10/03/2 PROJECT NO. 0057147.00 DRAFTER: FP N/A DESIGNER: BAL CHECKED:MFW SHEET OF 50' DRAINAGE EASEMENT -iE6" TOP SOIL - SEEDING REQUIRED 8' -; 12' �- CHANNEL 2 NITS 8' MIN OP,x NATURAL I GROUND U) �I� D Z 0 --IIm NATURAL I GROUND En to m Z m M D 0 zm �I CASSCO DEVELOPMENT CO., INC. M.wm%WnmlWPcms,Prkcm. EDWARDS RANCH OVERLAND ADDITION 500 WEST 7TH STEET, SUITE 1300 T 281 883 0103 FORT WORTH, TX 76102 F 888 937 5150 CROSS SECTIONS TBPELS ENGINEERING FIRM NO 11756 TBPELS SURVEYING FIRM NO 10074301 Last Saved by: PWiley Plot DaleRme: 1111012025 9:47 AM Drawing: N:\0057147.00\06 CAD\DWG\site design c3d\Exhibits\swtma exhibits\SWFMA EXHIBITS DATE: 10/03/ DRAFTER: FP DESIGNER: BAL DA D3 0.4?AC rDA D4 .42 AC PROJECT NO. 0057147.00 NIA CHECKED:MFW 1 SHEET OF j� DA X-56 I 0.28 AC r J DAD1 r_f J J.�rlrf r 1 . 0.87 AC 4. 0.69 AC 7 � J 1 -, -, l -• ' rf a 8.51 AC E N. FEET I ,r j, MATCH LINE CASSCO DEVELOPMENT CO., INC. EDWARDS RANCH OVERLAND ADDITION DRAINAGE AREA MAP WEST 7TH STEET, SUITE 1300 T 261 883 0103 T WORTH, TX 76102 F fiee 937 5150 ELS ENGINEERING FIRM NO 11756 HLS SVRvE T.NG FIR M NO 10074301 �� Last Saved by: PWiley Plot Dale/Time: 11/10/2025 9 41 AM -14 . J �1 DA B1 0.48 AC -� MEET f 1 . .c u � 1 f DA B30.47 AC 41 UtA DU .0.47AC 9.39 AC 0.82 AC ti ' Ill Toy L`�•N� ` 1 200�(:t].. GRAPHIC ALE IN FEET `,• MATCH LINE - NEXT SHEET DATE:10/03/2 0057147.00 PROJECT NO- �' CASSCO DEVELOPMENT CO., INC. DRAFTER: FP NIA EDWARDS RANCH OVERLAND ADDITION we>rtwcnd 7"'ionalaGYke% Inc. 500 WEST 7TH STEET, SUITE 13ee TAl Na30103 FORTWORTKTX76102 F88,a375150 DESIGNER:BAL CHECKED: MFW SHEET OF DRAINAGE AREA MAP -, L1PeiS ENGINEERING FIRM NO 11756 TBPELS VJW40140 iSRu No 100 4 n1 Last Saved by: PWiley Plot Dale/Time: 11/10/2025 9:47 AM Drawing: N:\D057147.00\06 CAD\DWG\site design c3d\Exhibils\-swfma exhibits\SWFMA EXHIBITS MATCH LINE'.,- V19% IOL�. ••�,� • ter; � r .' DA B8 . 3 a 0.83 AC . eV �— A DA B9 \ f �• ' 0.68 AC 'C N _.. - DA OS-62 / 0.97 AC I DA B10 / f 0.55 AC 0,04 I / DA B11 / 032 AC X % J II I lJ Ic N DA B12 0.32 AC . DA OS-B1 l N 0.69 AC J DA B13 0.32 AC ; l+ 50 ' 00 200 ' 300 �. GRAPHIC SCALE TN FEW MATCH LINE - NEXT SHEET DATE: 10/03/2 PROJECT NO. 0057147.00 DRAFTER: FP DESIGNER: BAL N/A CHECKED:MFW SHEET OF CASSCO DEVELOPMENT CO., INC. EDWARDS RANCH OVERLAND ADDITION DRAINAGE AREA MAP 500 WEST 7TH STEET, SUITE 1300 T 291 883 0103 FORT WORTH, TX 76102 F BBB 937 5150 TBPELS ENGINEERING FIRM NO 11756 TBPELS SURVEYING FIRM NO 10074301 Last Saved by: PWiley Plot Date/Time: 1111012025 10:27 AM N:1UU21/14/.UUW0 GAuiuvvume oeslgn CJoimxmoim%swma exmonswvvr— CAnIni I O MATCH LINE - PRE`I1.01.0 S _ 32AC 1 DA A13 0.30 A t, DA A14 0.30 AC I \: \� 1F, I DA A11 \ 0.32 AC A Al2 0.32 AC 1 / 10 0.32 AC /~ • �� DA DS-A2 DA A10 0.30 AC 3.63 AC � o J DA A8 I DA A7 0.29 AC ' / / I 0 50 100/ 200 300 0.31 AC / GRAP,IC. SCALE IN FEET MATCH LINE - NEXT SHEET DATE: 10/03/2 PROJECT NO. 0057147.00 CASSCO DEVELOPMENT CO.,"INC.V DRAFTER: FP N/A EDWARDS RANCH OVERLAND ADDITION We500.",�WEST 7TH Qrol�STEET, anel�SUITE7�1300..,�. T: 281 883 0103 FORT WORTH, TX76102 F 888 937 5150 DESIGNER:BAL CHECKED: MFW SHEET OF DRAINAGE AREA MAP TBPELS ENGINEERING FIRM NO 11756 T8r'EL$SL;RVe YING FIRM NO 10074301 Last Saved by: PWiley Plot DateRme:11/1012025 9:32 AM w y.. bIgI I I Id IQ MATCH L ` '} •�_ t `l'``�1 ' ` DA A6 DA A5 0.32 AC 0.32 AC ,- '10US SHEET I DA OS —Al 5.60 AC ` 1 3 I � I / i� I / � l i / l DA C2 [ DA OS-C2 3.38 AC I •..:F' N _ 0.35 AC 25.0% .. _r \ ' .• DA C1 0 50 00 200 1 300 C ! H GRAPHIC SCALEIN FE T m m MATCH LINE - NEXT SHEET DA A3 ~ 0.27 ACI DA A4 0.32 AC DA Al DA A2 0.20 AC 0.24 AC DATE: 2 PROJECT NO. 0057147.Q0 rune aunt n. iPR �anl 4uun 11. I curt CASSCO DEVELOPMENT CO., INC. ER: FP DRAFTER: FP N/A EDWARDS RANCH OVERLAND ADDITION DRAINAGE AREA MAP m'al alorn.inna! SVI A,m. mc. 500WEST7THSTEET.SUITE1300 T281a630103 FORT WORTH. TX 76102 F: 8889375150 TBPELS ENGINEERING FIRM NO 11756 TBPELS SURVEYING FIRM NO 10074301 DESIGNER:BAL CHECKED: MFW SHEET OF Last Saved by: PWiley Plot DaleRme:11/10/2025 9:01 AM Last Saved by: PWiley Plot Date/rime 11110/202510:00 AM Drawing: N:\0057147.00\06 CAD\DWG\Site Design C30\ExhibitsYSWFMA Exhiblts\SWFMA EXHIBITS Ir � �1 � • _r A Z. ! r E 1� -��^�ti •� � 1r.r . 71 '�.,a•� w �� vJ � ` � >^".cam ..,nw�_, .- 5i. PROPOSED HYDROMULCH i ✓� ram.�i SEEDING (2268 SY) 38 IF �,H� - •. ill!, / ,e 1' _,1 ",- .. . =4�. "So " 100 200 x� 'l r F' 1ko / 1 I ! ]v ti GRAPHIC .,SCALE- IN FEET MATCH LINE - THIS SHEET PROJECT NO- PORT WORTH. TARRANT COUNTY. TEXM DATE: 10/03/2 CASSCO DEVELOPMENT CO., INC. 0057147.00 VW � - d DRAFTER: FP Westwood Professional Services, 1- DESIGNER: BAL N/A EDWARDS RANCH OVERLAND ADDITION 500 WEST 7TH STEET, SUITE 1300 T2816d30103 FORT WORTH, TX 78102 F 96a 937 5150 CHECKED:MFW SHEET OF EROSION CONTROL PLAN TBPELS ENGINEERING FIRM NO 11756 TBPELS SURVEYING FIRM NO 10074301 Last Saved by: PWiley Plot Datefrime: 11/10/2025 9:58 AM Drawing: N90057147.0=6 CA00WGlsite design cWExhibitslswfma exhibits\SWFMA EXHIBITS MA Nm� 710 1 i Wiw --a ~ter, 1 r JN PROPOSED -• • PROPOSED SOD (217 �. SY) I ?• PROPOSED HYDROMULCH SEEDING (304 SY) •J s JA ' seft PROPOSED INLET _ „ ' �'• -�� PROPOSED SOD (139 PROTECTION (1 EA) 5Y) 1 l S�I PROPOSED SOD (411 SY) PROPOSED INLET T PROTECTION (1 EA) 1 A. - 1 _. .;4 \.. .605 PROPOSED SOD (199 SY) PROPOSED INLET PROTECTION (1 EA) PROPOSED SOD -% r PROPOSED HYDROMULCH SEEDING (2745 SY) 107 200 ALE IN FEET GRA MG MATCH LINE - NEXT" SHEET DATE: 10/03/2 PROJECT NO. 0057147.00 FORT wORM TAWNT UKIFY.rEm CASSCO DEVELOPMENT CO., INC. DRAFTER: FP NSA EDWARDS RANCH OVERLAND ADDITION EROSION CONTROL PLAN wertwoods oresa anal sr ulc7.lnc. 500 WEST 7TH STEET, SUITE 1300 T2618830103 FORT WORTH, TX 76102 F BBB 937 5150 TBPELS ENGINEERING FIRM NO 11756 TSPELSSURVEYWGFIRMNn :0076301 DESIGNER: BAL CHECKED: MFW SHEET OF Last Saved by: PWiley Plot Dale/Time: 11/1012025 9:59 AM Drawing: W0057147.0=13 CADOWGlsite design c3dlExhibitslswlma exhibitslSWFMA EXHIBITS MATCH LINE- 1`12EVIO PROPOSED HYDROMULCH � � PROPOSED INLET SEEDING (497 SY) "' PROTECTION (1 EA) PROPOSED... � \ SOD (345 SY) PROPOSED SILT a f FENCE (173 LF) jrn PROPOSED a f ' SILT FENCE (801 LF) tk ,• ' �� PROPOSED HYDROMULCH PROPOSED INLET % rr 1•.I /� SEEDING (4271 SY) PROTECTION (1 EA) F ,� Gj PROPOSED 25 i /•;' f;� HYDROMULCH - f PROPOSED INLET "r PROTECTION (1 EA) SEEDING (1128SY) PROPOSED SILT FENCE (277 LF) PROPOSED HYDROMULCH SEEDING (682 SY) ,.. PF PROPOSED 'SOD (323 SY) N - ,� -� • . , ��� • f d jf J•f JJ. PROPOSED INLET PROPOSED INLET ry ' PROTECTION (1 EA) PROTECTION (1 EA) " PROPOSED HYDROMULCH CSC Cja SEEDING (1865 SY) O� I V / . PROPOSED INLET I C. r PROTECTION (1 EA) r V I 17 µ �� PROPOSED INLET a PROTECTION (1 EA) 50 +oo zoo soo O GRAPHIC; SCALE IN BEET MATCH LINE - NEXT SHEET DATE: 10/03/2 PROJECT NO. rUKl IMVKIM r14KKAn1 Gpunlr, Ions CASSCO DEVELOPMENT CO., INC. 0057147O. w�miw,,IIIIiod DRAFTER: FP EDWARDS RANCH OVERLAND ADDITION ec., Inc. I'.0WEST P/H sTE9nnt SUITE SOOWEST7THSTEET,SUITE1300 T:2B1BB30103 DESIGNER:BAL N/A FORT WORTH, TX 76102 F BBB 937 5150 CHECKED:MFW SHEET OF EROSION CONTROL PLAN TBPELS ENGINEERING FIRM NO 11756 TpPELS SURVEYING FIRM NO 10079301 Last Saved by: PWiley Plot DateTme: 11/10/2025 9:59 AM urawmg: N:1UU3114h UU1U0 uAwunuisl[e Design cjmtxnIDILS%SWIma exnl0lmbm—MA t/4r11tll I J ,` MATCH LINE - PREWLI! o PROPOSED HYDROMULCH SEEDING (-0 (928 SY)7. G PROPOSED SOD (748 SY) y I I / ,• / �° PROPOSED HYDROMULCH SEEDING (627 SY) PROPOSED INLET PROTECTION (1 EA) � , r'o ° `— PROPOSED INLET PROPOSED INLET PROTECTION (1 EA) I ` r PROTECTION (1 EA) PROPOSED HYDROMULCH} SEEDING (1104 SY) 1 PROPOSED SILT FENCE r7 (954 LF) %fin 1 PROPOSED HYRDOMULCH & SEEDING (845 SY) PROPOSED HYDROMULCH & SEEDING (449 SY) L� PROPOSED INLET PROTECTION (1 EA) PROPOSED INLET ' PROTECTION (1 EA) r PROPOSED SOD (729 SY) j i 7 PROPOSED INLET PROTECTION (1 EA) c PROPOSED HYRDOMULCH �•'77f &SEEDING (2526 SY) PROPOSED' � ' ` •' k HYDROMULCH PROPOSED INLET SEEDING (367 SY) 0 50 ioo 200 300 ' �ryTn r` PROTECTION (1 EA) 3 GRAPMC SCALE,IN FEET MATCH LINE - NEXT SHEET DATE: 10/03/2 PROJECT NO. FORT WORTH. TARtsg1/T OuNTY.lam 0057147.00 CASSCO DEVELOPMENT CO., INC. DRAFTER: FP wun.�atharesuantservan.lnc. DESIGNER: BAL N/A EDWARDS RANCH OVERLAND ADDITION SOO WEST 7TH sTEET, SUITE 1300 T 2816830103 FORT WORTH, T% 76102 F Bea 937 5150 CHECKED: MFW SHEET OF EROSION CONTROL PLAN TBPELS ENGINEERING FIRM NO 11756 TBPELS SURVEYING FIRM NO 10074301 Last Saved by: PWiley Plot Date/rime: 11 it 0/2025 9 59 AM umwmg: N:WUbn4f.UUwn GAUW WGISI[e aesign cia1C%moI[stsimma exmonsJvvrmm CAM10110 MATCH US SHEET PROPOSED SOD (59 SY) 11 3 PROPOSED INLET PROTECTION (1 EA) PROPOSED SOD (454 SY) Z, PROPOSER INLET PROTECTION (1 EA) f U I ! y PROPOSED HYDROMULCH SEEDING (4841 SY) i p RIGHT TOP OF BANK rLL r� I LEFT TOP OF BANK PROPOSED HYDROMULCH I j SEEDING (2451 SY) PROPOSED INLET PROTECTION (1 EA) PROPOSED INLET PROTECTION (1 J. EA) Cla I. %. PROPOSED SILT FENCE (607 ! PROPOSED INLET I` PROTECTION (1 EA) LF) EDGE OF WATER LINE ,...1 PROPOSED CHECK PROPOSED INLET PROTECTION (1 EA) DAM PROPOSED 66 SY OF ROCK RIPRAP PROPOSED INLET PROPOSED SILT PROTECTION (1 EA) ` FENCE (403 LF) — L �" . • _ �, PROPOSED HYDROMULCH SEEDING (1812 SY) PROPOSED INLET PROTECTION (1 EA) PROPOSED 153 SY OF ROCK RIPRAP PROPOSED INLET PROTECTION (1 EA) 7.-�= PROPOSED INLET PROTI=CTION t1 EA) :.: % N — . w _ STABILIZED - - - CONSTRUCTION - o so 100 zoo Sao ENTRANCE (###) SY ,' , GRAPHIC SCALE IN FEET DATE: 10/03/2 PROJECTNO. "..O., ,'—Nd"",.,.,"""� CASSCO DEVELOPMENT CO.iNC. d. 0057147.00 DRAFTER: FP EDWARDS RANCH OVERLAND ADDITION W°nwevtl 7TH STlET, UI E130IM. 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I'K +•PA/S1 '.r, NOI K sK A.µ L P-0ws iCGl"O�E�rO Aeusn[O oOwTLA1q CEu!Ni :Jx.,L e 1Dxx ON h+HS NCx + u.NluJu L-rw-w w 30 EEC +. wlSr wwL Nc .('A TH(V �• IAx V LS KT Ax S AL A -Al N[R 9TES 'PLATEN rvAx S AC aL_ 141i9 6 iN6E35 OR EJE59 lZlO 11 T•LD ITC DO C AN 1 r10 Nw RDM EOM w[ E•—T uIF T•N•["�r:E �Z•'• Cul •N!aMRD TAO4 EN aANL +n [PAT C 0R wAONyyA<E •JSAG APmJ'20 xLT10[. -F[ .1 —L SE MA NTNNEO N + fO 0- A .MR'EMOLT wAOLR.: 3t FT— OfaeOIUENT ONTO'A'D ACE'. wNC ffoW4C EA O"S'. ryrN AN i1AlLrLOx 1.wn AwKED >ICO PANFD RfAR5 1 11' SE R. 11 iNMIIARL' { .,.I � Sw� I TOOCrv�+�ETrn�'All -E- L[ vL 'K UCTM RO EW HTlvcl- —1 UE "cl EJ IN 1NL I'll PD CN M9M IN[a (pR}LfKFI gEpniA ARCI VEApL•�!r .avwEarlrfGCL1rE,:u �LKLOCK RIPRAP TYPICAL SECTION ac.LLx.T: RIFRAP GRADATION ITT THICKNESS OFRIFI SOIIARE OSOu �NG Ze INCH t NCH 6S1W 1Z wCN 35E5 B NCH 5<0 6•NCH SZS 1-NCH CASSCO DEVELOPMENT CO., INC. EDWARDS RANCH OVERLAND ADDITION EROSION CONTROL PLAN DETAILS sc OnNGFrnD MOD NG GRAD RCN E THICKNESS - OFREDpNG S SVE, � RCENi �} Fl— INCN W 1-RINCN 55-100 ]H INCH E6O N INCH 3D '} `._• %10ROP INLET PRDTECTIpN 500 WEST 7TH STEET• SUITE 1300 T 281803 0103 WORT WORTH, TX 76102 Faae9375150 tOPFLS ENGINEERING FIRM NO 11756 I OPELS SURVEYING FIRM NO 10074301 mooftm Exhibit "C" CITY OF FORT WORTH DRAINAGE CHANNEL 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. DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9 Rev 03/01/2022 BN Exhibit "D" Drainage Channel Structural Maintenance CHECKLIST FREQUENT INSPECTION DATE REPAIRS REQUIRED REPAIRS MADE NOTES Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Channel Amount of silt in and Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash ward Location of Erosion MAJOR INSPECTIONS Condition of Storm Water Quality Structure Type of Storm Water Quality Structure Structure type and Condition Condition of Rip -Rap Condition of filtration system DRAINAGE CHANNEL MAINTENANCE AGREEMENT 10 Rev 03/01/2022 BN Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation DRAINAGE CHANNEL MAINTENANCE AGREEMENT 11 Rev. 03/01/2022 BN FORT WORTH. City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Southwest Pasture LTD. Subject of the Agreement: Drainage Channel for the Edwards Ranch Overland Addition -Roadway project to connect existing River Ranch Blvd to the north to Oakmont Blvd to the south through drainage channels adjacent to the road. M&C Approved by the Council? * Yes ❑ No If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes © No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No © If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: Expiration Date: If different from the approval date. If applicable. Is a 1295 Form required? * Yes ❑ No *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. SWFMA-25-0096 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes © No ❑ Contracts need to be routed for CSO processing in the followin order:. 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department.